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14000 Stonebrook Dr 01-1467, 01-1468, 01-1524, 01-1526 New Construction Stonebrook Apts�.. � �' �, ,y �.�- �,� �M r� _ I 2 3 4 5 6 10 .., � I 1 Lo ' H CD (U 0 01.1 rr Q w Q� LD � 3 ry ra aq x ry W 0 Z z ID ..., Q CIO ry �W 0 U W U Q J ' n 4 E C D E F G N @` RIDGE VENT Or r Scale: 1-1/2" = 1'-0' v RAISED STUCCO - TRIM BANDS TYP. ALL. BLDG'S. CONTROL JOINT - TYP. ONE COAT STUCG 'MAGNA WALL' PER N.E.R. 459 MM I SCREENED LANAI T.0.51.115 FL R. — —TRUSS 5R5. _ _T.0.5U5 FL.R TRUSS 5R5. RAISED STUCCO TRIM BANDS TYP. ALL 5LDG'S. 0'-0' T.0.5 CONTROL JOINT TYP. ONE COAT STUCCO 'MAGNA WALL' PER N.E.R. 459 38'-5-5/8' MAIN RIDGE HGT. M C 0 E F I NOTES i' Q 6 04/30/01 OWNER REQUESTED CHANGES. Q 5 12/22/2000 r I rortlro�lsd) ISSUE FOR PERMIT Q 4 12/21/2000 51D SET Q 3 08/12/99 PRELIMINARY 51D 0 2 01/14/99 BID SET REVIEW Q I 06/18/99 OWNER REVIEW Rev. No Date Issue History . 41 FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple. Trail, Winter Park, Fl. 32789 (407) 629-0595 N 5T0NE5NVlL^ II at 5ANF01rwnr1 APARTMENT5 CITY OF sANFORD FLORIDA Ck Date 3659-40 UIL DING ELEVATION 24 UNIT5 TYPE I SK2 1 3 4 5 6 S 9 10 Ham: ' ' A4.01 � a.or ecEu.e: 12 --1 '- 0Laet Mar: 0 0 LfJ W 0 0 (U co cd Q L, J LD 3 Q Q • O!f Q Pq X � W ry Li.l 0 Z z 0 Q ry LLJ I-- 0 U ' LLJ U Q J n r E C G F G H a 1 2 3 4 5 6 1 8 9 10 FRONT El Scale: 1/8' : 1'-0 EI LAKE EL�EVAiI TEXTURED FINISH ONE COAT STUCCO 'MAGNA WALL' PER N.E.R. 459 ILDING TYPE II (fomerlu IV ) n t�r►Iv�yi v I u..�v TRIM BANDS TYP. ALL 5LDG'S. 61 SADDLE SCREENED LANAI i DIMENSIONAL SHINGLES OFF RIDGE VENT 11-P-4110"{J V I W-%L V TRIM BANDS TYP. ALL 5LDG'S. TEXTURED FINISH ONE COAT STUCCO 'MAGNA WALL' PER N.E.R 45S 38'-5-5/8' MAIN RIDGE HGT. A 29'-4-1/2' _ _ 19'-3-1/2' r T.0.50 FL.R IT-8-3/4' TRUSS BRG. 9'-1-3/4' '— T.0.SLIB FL R. 81-11 r, s�ta 6( E C IN G NOTES L 0 L F Q2 1 05/03/01 Owner Requested Revisions o Q 6 04/30/01 OWNER REQUESTED CHANGES. Q 5 12/22/2000 ISSUE FOR PEWIT c /!O OOI o 0 4 12/21/2000 51D SET 0 3 08/12/99 PRELIMINARY 51D L Q 2 0-1/14/99 BID SET REVIEW QI 06/18/99 OWNER REVIEW Rev. No Date Issue History el FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 5TONEBROXv I I Pr- at 5ANFOIrDD Ck APARTMENT5 CITY OF 5ANFORD, FLORIDA 3659-40 UILDING ELEVATION 20 UNIT5 5<3 TYPE I I 6 i 8 9 10 FIB: A4D2 PLOT etas: 12':1'-0' Last PLOT: 1 2 _ 3 4 5 6 A I 0 0 Ln Li H 0 0 CU LD LD w 3 3 Q ry a--) Pq x w ry w 0 z z o Q LLJ 0 U w U Q J A B C D E F G H Scale: 1/6' -- I'-W" 1 �"1IVVV V I NVVV TRIM BANDS TYP. ALL BLDG'S. ...... ...... ...... ...... ....... .2._. 4 12 AIN RIDGE 1-IGT. `f 29'-4-1/2' TRUSS BRCS. ,CO Tr0.5UB FLR IT-8-3/4' TRUSS BR3. 9'-1-3/4' J. T.O.SUB FLR 8'-1' TRUSS BRA. 0'-0' TD.5 I inn -I �>`rlvva 'MAGNA WALL' TYPr ALL BLDG'S. PER N.E.R. 459 SADDLE R11WL%*"!- SADDLE DIMENSIONAL. SHINGLES /—�OFF RIDGE VENT ONE GOAT STUCCO TRIM BANDS 'MAGNA WALL' TYP. ALL BLDG'S. PER N.E.R. 459 f 38'-5-5/8' MAIN RIDGE NGT. 29'-4-1/2' —.—.—.——.—.—.—.—.—� TRUSS BRA. 191-3-1/2' r T.0.5U5 FLR J _._._--- .— ._._ TRUSS BRCS. � I— T.O.SUB FLR 8' I' TRU55 BRC� 0'-0' TEXTURED FINISH ONE COAT STUCCO 'MAGNA WALL' PER N.E.R. 459 cn.r��Tu alwilcu MAIN RIDGE NGT. 29'-4-1/2' I 0 TRU55 5%. -3-1/2' lk r T.0.51,115 FLR _.J — — TRU55 BRCS. T.O.50 FLR — — — _ . J — TRU55 BRCx. - - 0'-0' Tr0.5 TEXTURED FINISH — ONE COAT STUCCO 'MAGNA WALL' PER N.E.R. 459 ;-3-1/2' MAIN T.0.5U5 FLR 17'-8-3/4' TRUS5 BRa. C T.O.SUB FLR TRU55 5%. 0'-0' TD 5 W � 7 NOTES 2Q 1 05/03/01 Owner Requested Revisions 6 04/30/01 OUINER REQUESTED CHANGES. 5 12/22/2000 ISSUE FOR PERMIT ��"�°o'�ro0id) 4 12/21/2000 51D SET 3 08/12/99 PRELIMINARY 51D Q 2 0-1/14/99 BID SET REVIEW Q I 06/iame OWNER REVIEW Rev. No Date Issue History I el FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 1 3 4 5 6 8 9 10 FILE: A4.03 FIAT W&E: 12' = V-0' LMT PLOT: J 1 2 3 4 5 (0 7 u o , — n 0 0 In F- 0 O cv 0 cu Q w Q r� LD 3 Q Lj 3 Q ry Q Pq x w ry 0 w Z z 0 Q w U LJJ U J n C E F G H 3 w j� vvull7• 1/v - I -Y/ MMI MM ONE COAT STUCCO 'MAGNA WALL' PER N.E.R. 459 1w1vc✓ v # u..tw TRIM !BANDS TYP. ALL 5LDG'S. RAISED STUCCO TRIM SANDS TYP. ALL SLDG'S. am 19'-3-1/2' r • _ _ T•0•SUR FLR TRUSS 55rl _ 9'-1-3/4' T.0.5U5 FLR 81-1' TRUSS BRCS. TEXTURED FINISH ONE COAT STUCCO 'MAGNA WALL' PER N.E.R. 459 MAIN RIDGE HGT. _ 29'-4-1/2' TRU5S BRCS• IT-3-1/2' r T.O.SUB FLR IT-8-3/4' TRUSS 5RG. _ 9'-1-3/4' '— T.O.SUB FLR 8'-1' TRU55 5RG. _ 01-0' T.0.5 381-5-5/8, MAIN RIDGE HGT. ME M - , 91, 2 4-I E : I j B :.s .......: 71 I ._. ................................ .:..-..:.. . ..i.....................................................................TRU55 ..........TRUSS BRCS. J T•O.SUB FLR x _ _ 19'-3-1/2' ''— — —'— — —'—'— — — ._._._._._ _ — —'— — —'— T.D SUB FLR - —' — —'— -- - — -— - — -—=-—-—-—-—-—- — - — - —' '—-—-—-—-—- — - — - —' — — — — - —'— — — — — ' —'— — — —'— — — — — —'— — -- 11 -8-3/4 ' I TRUSS BRCS. — —'— —'—'— —'—'— — —'—'——'—'—'— — — — I —'—'—'— TRU55 PRG. E 9'-7-3/4' — OIL `1 I 9--3/ _._.`._._._._._._._ _ 5 J T.O. LR x I r _ TO.SUB F LR C _ :... ' ..TRUSS . .., ...... . . . ...,.:... . 8 1 : I , _ i' • F- T 5 R BRCS. n .. .. Z. j .:. — .. a .. ... ... .. .. .. .. .i — _ , IV -0 .A*. T.0.5 SMOOTH FINISH ONE COAT STUCCO CONTROL JOINT TEXTURED FINISH j TEXTURED FINISH CONTROL JOINT SMOOTH FINISH 'MAGNA WALL' ONE COAT STUCCO 'MAGNA WALL' ONE'COAT STUCCO 'MAGMA WALL' C ONE NEC OAT STUCCO PER N.E.R. 459 PER N.E.R. 459 PER NJ1= IQ a�a WALL' .. _ _ _ _ 7 IN����! Do! ,9 N T fO I 8 9 10 MW 1- C IN NOTES J _ 5 a c Y a c c a J: a V a C .a S u c E U O 'D N N m L F- U Z 0 vi W A2 1 1 05/03/01 Owner Requested Revisions Q 6 04/30/01 OWNER REQUESTED CHANGES. o 0 5 12/22/2000 ISSUE FOR PERMIT =000`°1 Q 4 12/21/2000 BID SET m Q 3 08/12/99 PRELIMINARY BID Q 2 0-1/14/99 50 SET REVIEW Q I 06/18/Va OWNER REVIEW Rev. No Date Issue History 41 FUGLEBERG KOCH ARCHITECTS ` Orlando 2555 Tem ple le Trail Winter Park A. 3 P 2789 — . 407 629 05 95 5T0NE5R0Xv I I a t 6ANF010n APARTMENT5 Emote m6/IS/99 CITY OF 5ANFORD, FLORIDA Ftal. 3659-40 UILDING ELEVATION 24 UNIT5 5K.5 MTYPE Iv� 11 1 v 3 FILE: 3659A4.04 m-oT tee: 12' =1'-0' LAST Km: S g � A C N E Le N ®xn"T1n�Uk� .. � 2 3 4 5 (0 l SYMMETRICAL ABOUT AX I S 38'-5-5/8' ►DGE NGT. Y 29'-4-1/2' RU55 5RG. 0.50 FLR IT-8-3/4' RU55 5RG. Y 9'-1-3/4' .O.SU5 FLR 8'-1' mk 'RUBS 5RG. 0' - 0' T.0.5 o MI 38'-5-5/8' MAIN RIDGE W,;;T. 29'-4-1/2' A TRUSS SRG. T.O.51,15 FLR —_ - IT-8-3/4' TRUSS 5RG. 9'--1-3/4' T.0.50 FLR TRUSS 5RG. 0'-0' T.0.5 MAIN RIDGE NGT. Q — 14 29'-4-1/2' — — — — TRU55 5RG. 0 1 ;1�ROOM a o 19'-3-1/2' 01 T.O.SUS FLR ------ TRU555R3. :C7i�00M 0 � TD.51,15 FLR. SYMMETRICAL. ABOUT AX I S SYMMETRICAL ABOUT AX 1 S M 3s'-5-5/8' LAIN RIDGE 1.6T. Y 29'-4-1/2' TRUSS 5RG. 3-1/2' T.O.5U5 FLR. IT-8-3/4' TRUSS SRG. T.O.SU51=LR TRUSS 5RG. 0'-0' T.0.5 U L Ito NOTES 0 T L O N U C L V O O. N N rn O N C 0 3 a n x O L N C E _ L O y C O V E `o N C O .y N u C O O_ N T C Q Ui U C �3 0 v L 0 0 0 C U p O V �U L O 21 O 0 C O c L U O Y rn d T N O n L N O y C C O U L O y C E _ O U Z vi Q Q2 6 04/30/01 OWNER RrEQUESTED CHANGES. L) 0 Y Q 5 12/22/2000 ISSUE FOR PERMIT 4 12/21/2000 BID SET m 3 08/12/99 PRELIMINARY BID Q 2 01/14/99 BID SET FEVIEW Q 1 06/18/ S OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 5T0NE5NVvN II Dr. at 5ANrwOC*, APARTMENT5 Date 0(o/IS/99 f'ra�. 3659-40 N CITY OF 5ANFORD FLORIDA 5UILIDING 5ECTION 24 UNIT5 5K-(o TYPE I I I I 1 2 3 4 5 � S 9 10 FILE. A4.05 PLoT v-Qz 12' =1' - 0' LMT Kor: 4 � (0 � $ 9 eta n 0 Lf) Lil E 0 0 Cll 00 Q w • 3 q Li 3 Q ry Q rm x W ry W O I z z 0 Q ry LLJ 0 U W U Q J t2 NOTES 1 1 1 ti 1 L L z U U U 0 C C C C Y c `a L U C LL c a c c o` d s d `o ti C N C o U L C O to C N E u 0 n N h L F- U Z U w F- U Q 6 04/30/01 a OWNER REQUESTED CHANGES. o Q5 12/22/2000 ISSUE FOR PERMITc1Qo�oMroued� 0 0 4 12/21/Z000 BID SET .3 08/12/99 PRELIMINARY BID Q 2 01A4/99 BID SET REVIEW Q I 0&/1&/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando "-, 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 5TONEBROOX I I a atSANFORD APARTMENT5 5ULDING 5ECTION 24 UNITS SK-1 TYPE III ' ° 10 fu: 36594.4.01 i wT scare: 12' = V -0' LM7 FLOT. r, M 0 c M NOTES 1 05/03/01 Owner Requested Revisions A 6 04/30/01 OWNER REQUESTED CHANGES. A- rp 12/22/2000 ISSUE FOR nRMIT A 4 12/21/2000 BID SET 3 08/12/99 FIRELIMINARY 51D 2 O-IA4/99 BID SET REVIEW I 06/18/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KoCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 5TONEBN00K II at 5ANF0fi� 'PARTMENT5. ,, CITY OF 5ANFORD1 ° �` Dats, y ' 36,94 BUILDING 5ECtION" �-:-` 24 UNITS TYPE I V I -I SDK-,5. A4.08 FLur x&E: 12 V- 0' LmT FLoT: SANFORD BUILDING DEPT, THESE PLANS ARE. REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF -THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL t 4 ISSUANCE OF A PERMIT PREVENT THE BUILDING0 DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION; ��'� OR OTHER VIOLi\TIONS OF THE CODES. MIT l � 1 2 3 4 5 6 i S a iA J E E r n 0 0 n I.J E 0 o i . N Co CU ,ry G E L,J F- ' Q ,I tD 3 q I 3 q ry Q Pq x - W rY - w o i I- 'z : Z H I- " rY I W n 0 W U - Q. . I . !r . Design No. U338 .. .. Nonbearing or Bearing Watt Rating-1 HR: - . (See Items 2 and 2A) . ` Finish. Rating -One Layer of. Watlboard-Min. 20 Min. Two Layers of Wallboard-Min..59 Min. .. , .... .. .... . ..... :.. . : ..­. .:.. :' `--�:­',,----,-.---'- .. - . ..- ,­ . ..T. :.. ....�... .-,.0. . . . '.I - T-I IfI ` ..,. 4 i 2 U I . . -�F� "!,�-- -w- I - - , iiiiiiiii .. 2a I.I.. HORIZONTAL SECTION . ., •.. •., .:...:..: •. -.. , ..• - t , c m. O.C. max, 1 Wood Stttds Norn 2 by 3 or 2 by 4 'n. fiat wise spaced 24 ' ax effectively. firestopped. 2. Walboard, Gypsum* -for Nonbearing Walt rating -One layer of 5/8 in. thick, 4 ft wide wallboard each side of studs. Wallboard or lath applied *horizontally or vertically with vertical joints centered on studs, and nailed to studs and bearing plates 7 in. O.0 with 6d cement coated nails, Q 3 1-7/8 in. tong, 0.0915 in, shank diam and 1/4 in, diam head, As an alternate, No. 6 bugle head drywall screws, 1-7/8 in. Long,` may be 3 , , -, ��` substituted for the 6d cement coated nails. _ ..See Wallboard, Gypsum* (CKNX) category for names of Classified p-} 1 companies. . REFERENCE - 55CC1 CHAPTER I (55CC1 J I 2A. Wallboard, Gypsum* -Same as Item 2. For Bearing Wall rating -Additional layer of 5/8 in. thick, 4 ft wide wallboard each side of `> studs. Attached to studs over inner layer 8 in. O.C. max, with 8d cement I I 111 coated naits, 2-3/8 in, long, 0.113 in. shank diam and 9/32 in. diam I. GYPSUM WALLBOARD- 5/S' THICK, TAPERED EDGE TYPE tX� GYPSUM WALLBOARD 3. Joints and Nail Heads -Wallboard joints of outer Layer covered with 1*1 BEARING THE UNDERWRITER LABORATOi2Y INC. DESIGNATION. ANCHOR THE tape and joint compound. Nail heads of outer layer covered with joint compound. As an alternate,, nom 3/32 in, thick gypsum veneer plaster WALLBOARD AT 8' O.C. AT THE END ADN JOINT STUDS 12' ON C N It A It THE may be applied to the entire surface of Classified veneer baseboard. ER 4. Batts and Blankets*- (Optional)- 1 in. thickness tars or mineral INTERMEDIATE 5TUD6 AND PLATES USING 1-5/8' LONG GYPSUM DRYWALL NAILS WITH fiber bate: insulation. ( ) 9 t r See Batts and Blankets* (BZJZ) category for names of Classified 0.102 SHANK DIAMETER, 0.112 RiNG DIAMETER AND 0.28' HEAD DIAMETER USE ANNULAR companies. *Bearing the UL Classification Marking RINGED SHANK NAILS WITH LONG DIAMOND POINTS AND SLIGHTLY COUNT ERSUNK TERSUNK HEAP. ....., ..-.� �... __ 134. NO 51 N h Cx U-336 2. WOOD STUDS. NOMINAL 2 X 4 WOOD STUDS SPACED AT 16 O.C. EFFECTIVELY CROSSED r BRACED, AND FIRE STOPPED AT TOP AND BOTTOM. ATTIC: SEPARATION PARTITION 3. INSULATION. 3- r ... L 1/2 THICK 1=IBRGLASS GATT INSULATION INSTALLED TO FILL ,,- - TABLE 709.2.1.4E INTERIOR OF WALL. ATTACH TO STUD WITH WIRE STAPLES, SPACED VERTICALLY AT i . TIME ASSIGNED TO FINISH MATERIALS ON 12' O.C. FIRE•EXPOSED SIDE OF WALL c FINISH DESCRIPTION TIME (min) 4. SHEATHING. 1/16' O.J.B NAIL 6d COMMON, 6d ANNULAR OR SPIRAL THREAD.Gy 3/8 in um Wallboard 15 10 ... . in LOCATE 6' EDGES O.C. DIRECT AN ' 518 in . 30 . E E D 10O.C. INTERMEDIATE. 2layers of3/8 in 25 ` I layer 3/8 in, I layer 1/2 in 35 k: 2 layers IR in 40 5. METAL LATH. 11 GAUGE I- 1/2' HEXAGONAL PAPER BACKED STEEL LATH, SECURED Type X Gypsum Wallboard 71' O.C. WITH NAILS 1-1/8' 13 SWG 3/8' HEAD. LATH JOINTS VERTICAL STAGGERED I18in 25 5in 40 AND LAPPED 1'. HORIZONTAL LAPPED 1/2' JOINTS TIED WITH 18 6WG W STUDS. IRE BETWEEN STUDS. Portland Cement -sand plaster applied directly to concrete see masonry. Note I Portland cement -sand plaster 6. MAGNA WALL SEE NER 459. ON AF6.03 AND AF6.04 °� cn metal lath . . . 3/4 in 20 . 718 in 25 TABLE}� rn/�/x�p / } in 30 �1f/JJCJ'2A Gypsum sand plaster on3/bin 5/8' TYPE 'X' GYPSUM WALLBOARD - 40 MINUTES gyps >N 1/2 in 35 5/8 in 40 . Q -} p 3/4 id 50 TABLEI O J•61 I2BG / j Gypsum sand plaster on metal lath 2 X A 5T1�Ds7 1iCJ' O.C. - 3/4 in 50 `t 20 MINUTES 78 in 60 , 1 in 80 p / s' For Sl: I in = 25.4 mm. TABLE I0 o.2E I' Note: 1-IBERGLA66 GATT INSULATION 15 MINUTES ( 1. The inch ( thickness of Portland cement, sand plaster, provided t is _ 58 inch (l5.9 min) or less in thickness, may be included in detcr- "' mining the equivalent thickness of the masonry for use in Table 709.3.1. TOTAL - 15 MINUTES - ,e t A M I f- of ^A ON I J P,% WAY CONDITION HORIZONTAL SECTION .11 1. Wood Studs--Nom 2 by 4 in., spaced 24 in. O.C. max. Cross braced a' mid -height and effectively firestopped at top and bottom of wait. 2. Wallboard, Gypsum*-5/8 in, thick 4 ft wide. Wallboard or lath applie( 11,1 horizontally or vertically and nailed to studs and bearing plates 7 in. O.0 - with 6d cement coated nails, 1-7/8 in. tong, 0.0915 in. shank diam am: 1/4 in. diam head, As an alternate, No. 6 bugle head titywall screws, 1-7/8 in. tong, may be substituted for the 6d cement coated nails. See Waltboard, Gypsum* (CKNX) category for names of Classified companies. 3. Joints and Naitheads-Wallboard joints of outer layer covered with tape and joint compound. Nail heads of outer layer covered with joint compound. As an alternate, nom 3/32 in, thick avosum veneer Piaster may be applied to the entire surface of Classified veneer baseboard. 4. Sheathing -(Optional) -Septum maybe sheathed with min 0.5 in, thick ,_ plywood or Mineral and Fiber Boards*. See Mineral and Fiber Boards (CERZ) category for names of Classified companies. 5. Batts and Blankets*-3-1/2 in. max thickness glass or mineral fiber '.1 batt insulation. OptionaL when sheathing (Item 4) is used On both halves of wall_ See Batts and Blankets (BZJZ) category for list of Classified companies. ­�-, hS�CN NO. U-3�1 I ---��.., ; .., -", ....., .... N E I -'-ii�?- " 4 I '' '' I 1111 ( ) 11 I SIR. DOUBLE WALL 1 9 1; d r - >v 111 Design No. U305 11�Bearing Wall Rating-1 HR. Design No. L528 Maxxon Corp. -Type D-C, GC, GC2000, L-R or T-F. Finish Rating -See Rent 3. Unrestrained Assembly Rating 1 Hr. Floor Mat Material* -(Optional) -Floor mat material nom i/4 in. thick Finish Rating 22 Min. adhered to sub -floor with Maxxon Floor Primer. Primer to be applied to the surface of the mat prior to lath placement. 111 Maxxon Corp. -Type Acousti-Mat. }1} -- 16" 0. C.---�- 16" 0. C. -- "+ Metal lath -For us -with floor mat material, 3 8 in. expanded galvanized `3 ;< ................. ..............................: ... ,...:._. , _.., t l P 9 steel diamond mesh, 3.4 lbs/sq yd placed over the floor ma material. Floor topping thickness a nom 1 in. over the floor mat. e * Vapor Barrier -(Optional) -Commercial asphalt saturated felt 0.030 in. z' i .N zxs3-5 thickb __ - thick d " Exposure or "C D" Su -flooring 23/32 in. thi plywood min grade "C-D1 � with exterior glue conforming with PS 1-83 specifications. Face grain of 3 @ 'i 2x4 s firestopped + e 8 i IZ. 3 plywood to be perpendicular to joists with joints staggered. System No. 12 11.1 1. Nailheads- Exposed or covered with joint compound. Finish flooring -Floor Topping Mixture*-5 to 8 gal of water to 80 lbs of 2. Joints Exposed or covered with fiber tape and joint compound, except , floor topping mixture to 2.1 cu ft of sand. Min compressive strength 1000 psi. where required for specific edge configuration. For tapered, rounded -edge _ Min thickness of 3/4 in. 9 wallboard, joints covered with joint compound or fiber tape and joint ...1 Stephen Waldroup Construction Inc., DBA Ultra Quiet compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster �9 I Floors -Types UQF-A, UQF-Super Blend, UQF-Plus 2000. may be applied to the entire surface of Classified veneer baseboard. z A Vapor Barrier -(Optional) -Commercial asphalt saturated felt, 0.030 in. Joints reinforced, 518- thick. 3. Wallboard, G sum*-5 8 in, thick wallboard paper or vinyl surfaced, -11 YP / P P Yii�Subflooring-23/32 in. thick plywood with exterior glue, min grade to 6e with beveled, s uare, or to tapered edges, es, a tied either horizontal) or P Y q P 9 PP Y T Standard", conforming with PS 1-66 specifications; or, nonveneer APA rated vertically. Wallboard nailed 7 in.. OC with 6d cement coated nails 1-7/8 2+ sheathing panels per APA specifications PRP-108. Long dimension of panels in. long, 0.0915 in. shank diam'and 1/4 in. diam heads. When used in (strength axis) or face grain of plywood to be perpendicular to joists with widths of other than 48 in., wallboard is to be installed horizontally. sw• joints staggered, American Gypsum Co. -Types AGX-1, AGX-2, AGX-3 (finish rating System No. 13 23 min.), Type AGX-7, AGX-11 (finish rating 26 min) or Type Finish Flooring -Floor Topping Mixture*--4 to 7 gal of water mixed with AG-C. '= - = Z. 80 (bs of floor topping mixture and 1.4 to 1.9 cu ft of sand. Compressive Boral Gypsum Inc. -Type DDNT (finish rating 20 min), Type DDG2 = z e mn. strength to be 1200 psi min. Min thickness to be 3/4 in. (finish rating 20 min), Type DDW3 (finish rating 20 min), Type =__ -- I Rapid Floor Systems -Type RF, RFP or RFU. DODG3 (finish rating 20 min) or Type BG-C. 1 Floor Mat Material* -(Optional) -Floor. mat material nom 1/4 in, thick Canadian Gypsum Company -Type AR (finish rating 26 min), Type adhered to sub -floor with Maxxon Floor Primer. Primer to be applied to :, C (finish rating 26 min); Type FCV (finish rating 26 min), Type ' e� ' _ 1-11 ' + s the surface of the mat prior to lath placement. I. IP-X1 (finish rating 26 min), Type IP-X2 (finish rating 26 min), Maxxon Corp. -Type Acousti-Mat. Type SCX (finish rating 26 min), Type SHX (finish rating 26 min), Metal lath -For use with floor mat material, 3/8 in, expanded galvanized I.I. ype WRC (finish rating 26 min}, Type WRX (finish rating 26 min). steel diamond mesh, 3.4 lbs s d laced over the floor mat material. Cetotex Corp. -Type 1, Type SF3 (finish rating 20 min), Type A / q Y P Floor topping thickness a nom 1 in. over the floor mat. finish rating 21 min), Type B (finish rating 20 min), Type C Vapor Barrier -(Optional) -Commercial asphalt saturated felt 0.030 in, finish rating 21 min) or FRP. z e thick. Continental Gypsum Company -Type CG1-1 (finish rating 20 , min), Type CG-2 (finish 'rating 20 min), Type CC-3 (finish rating srs• Sub-flooring=23/32 in. thick plywood min grade "C-D" Exposure 1 or "C-D" 11 20 min Ty pe ype CG3 3 (finish rating ZO min), Type CG-5 (finish with exterior glue conforming with PS 1-83 specifications. Face grain of rating 26 min), Type CG5-5 (finish rating 26 min), Type CG6-6 .`_. -� plywood to be perpendicular to joists with joints staggered. finish r + t alto 26 min T es CG-3 fi ' ( 9 W CG 5W ntsh ratio 20 ). YP 2. T uss - l chord r' ( 9 r es Paral el c o a trusses spaced a max 24 i p n. OC fabricated from min), Types CG-3WS, CG-5W5 (finish rating 20 min), Type CG-6 1. Flooring Systems -The' flooring may consist of any one of the nom 2 by 4 in, tuinber with lumber oriented either vertically (2A) or (finish rating 23 min), Type CG6-6 (finish rating 26 min), Type following systems: horizontally (26). Truss members secured together with No. 20 MSG galy CG-C, Type CGT6-6 finish rating 23 min), Type CG9-9 (finish rating steel truss plates. Plates have 5/16 in. long teeth projecting perpen- 26 min), Type CGT6-6 (finish rating 23 min), Type CGTC-C (finish System No. 1 Finish Floorin -Nom 23 32 m. thick plywood or oriented strand board dicular to the plane of the plate. The teeth are in pairs facing each other ratio ZO min . 9 / P y g ) (OSB m' grade "Underta ment" or "Single Ftoor" or "APA Rated Sturd-I-Floor' (made by the same punch), forming a split -tooth pe plate. Each tooth G-P Gypsum Corp. -Type 5 (finish rating 26 min}, Type 6 (finish T&G )Panels marked Exposure i or exterior glue and conforming with PS 1, PS has a chisel point on its outside edge. These points are diagonally rating 23 min), Type 9 (finish rating 26 min}, Type C (finish 2 or APA Specification PRP-108. Face grain of plywood or strength axis of panel opposite each other for each pair. The top half of each tooth has a twist rating 26 min), Type DGG (finish rating 20 min), Type GPFS1 to be perpendicular to trusses with joints staggered 4 ft. Secured to trusses for stiffness. The pairs are repeated on approx 7/8 in. centers with four (finish rating 20 min}, Type GPFS2 (finish rating 20 min), Type with construction adhesive and No. 6d ringed shank nails. Adhesive applied as rgws of teeth per in. of plate width. GPFS6 (finish rating 26 min). 3/8 in, diam bead to top chord of trusses and grooved edges of plywood or - 3, Furring Channels -Formed of No. 25 MSG galy steel spaced 24 in. OC James Hardie Gypsum Inc. -Type Fire X (finish rating 26 min), panels. Nails spaced 12 in, OC along each truss. As an option, lightweight` perpendicular to trusses. Channels secured to trusses with double strand Type Max"C". insulating concrete with Pertite, or Vermiculite Aggregate* or gypsum concrete; of No. 18 SWG galy steel wire spaced 46 in. OC.' Ends of adjoining Lafarge Gypsum, A Div, of Lafarge Corp. -Type a LGFC2 finish ma be cast on the flooring. Min thickness of insulating concrete shall.be.3/4 g g yP g p'-TYP ( y channels overlapped 6 in. and tied together with double strand of No. 18 rating 20 min), Type LGFC3 (finish rating 20 min), Type LGFC6 in, no limit on thickness. A thin plastic or paper vapor retarder may be•ptaced SWG galy steel wire near each end of overlap.' (finish rating 26 min), Type LGFC-C (finish rating 20 min). on plywood prior to pouring the concrete. 3A. Resilient Channels -(Not shown, alternate to Item 3 Formed from No. See Perlite Aggregate (IFFX) and Vermiculite Aggregate (CJZZ)categories ( 3) -Formed Gypsum Co., Charlotte, NC -Type FSK (finish rating 20 for names of Classified companies. 26 MSG galy steel, spaced 16 in. OC per'pendicular to trusses. Channels min), FSK G (finish rating 20 min), Type FSW (finish rating 20 System No. 2 secured to each truss with Type S, 1-1/4 in: long steel screw (spaced 24 loin), Type FSW-2 (finish rating 24 min), Type FSW-3 (finish ", Finish flooring -Floor Topping Mixture'-6.8 gat of water to 80 (b,bag of in. OC). Channels overlapped at splices 4 in. rating 20 min), Type FSW-4 (finish rating 20 min) or Type FSW-G floor topping mixture to 1.9 cu ft of sand. Compressive strength to be 1100 psi 4. Wallboard, Gypsum*-5/8 in. thick, 4 ft wide. Sheets of wallboard (finish rating 20 ruin). min. Thickness to be 3/4 in. min. installed with long dimension perpendicular to furring or resilient National Gypsum Co., Riyadh, Saudi Arabia -Type FR or WR. Hacker Industries, Inc. -Firm -fill, Firm -Fill 2010, Firm -Fitt High channels with tin. long wallboard screws spaced 12 in. OC and located Pabco Gypsum --Types C, PG-2 (finish rating 20 min), PG-3 (finish Strength, Gyp -Span Rad,ia'nt. a min 1-1/2 in. from side and end joints. At end joints, two furring or rating 20 min), Types PG-3W, PG-5W (finish rating 20 min), Type Floor Mat Materials (Optional) -Floor mat material nom 1/4 in. thick resilient channels are used which extend a min of 6 in. beyond both ends PG-4 (finish rating 20 min), Type PG-6 (finish rating 23 min}, adhered to subfloor with Hacker Floor Primer. Primer ro be applied to the of the joint. Types PG•3WS, PG-SWS (finish rating 20 min), Types PG 5, PG-9 surface of the mat prior' to the placement of a min 1-1/2 in. of Canadian Gypsum Company -Type C or IP-X2. floor -topping mixture: tetotex Corp. -Type PRP, (finish rating 26 min) or Type PG-C. 11 Hacker Industries, Inc, -Type Sound Mat. Republic Gypsum Co. -Type RG-1 (finish rating 20 min), Type Subftooring-23/32 in. thick plywood or oriented strand board (OSB), min Continental Gypsum Company -Types CG5-5, CGiC-C. RG 2 (finish rating 20 min), Type RG-3 (finish rating 20 min), grade "C-D" or "Sheathing" or "APA Rated Sheathing" panels marked Exposure 1 G-P Gypsum Corp. -Type 5. Type RG 4 (finish rating 26 min), Type RG-6 (finish rating 20 or exterior glue and conforming with PS 1, PS 2 or APA Specification PRP-108. James Hardie Gypsum Inc. -Type Max"C". min) or Type RG-C. Face grain of plywood or strength axis of panel to be' perpendicular to trusses Lafarge Gypsum, A Div. of Lafarge Corp. -Type LGFC-C. Standard Gypsum Corp. -Type SGC(finish rating 20 min), Type with joints staggered. National Gypsum Co.,Charlotte, NC -Type FSW-G. SGC-3(finish rating 20 min.) Type SG-C or SGC-G(finish rating 20 , System No. 3 yP yP min). Finish Flooring -Floor Topping Mixture*-10 to 13 gal of water to 170 lbs Pabco Gypsum Co, -Type C. , Temple-Inland Forest Products Corp. -Types T (finish rating 20 of floor topping mixture to 595 lbs of sand, Compressive strength 900 psi min, Temple Inland Forest Products Corp. -Type T. min), VPB-Type T (finish rating 20 min), WR-Type T (finish rating thickness to be 3/4 in, min. United States Gypsum Co. -Type C or IP-X2. Floor Crete Systems, Inc. -Type II. Yeso Panamericano SA de CV -Type C or IP-X2. 20 min), Type T SHTG (finish rating 20 min), FRX-6, VPBX-6, yp Subflooring-23/32 in. thick with exterior glue and T & G edges plywood FRWRX-6, TG-C or FRX-6 Exterior Gypsum Soffit Board. along 8 ft sides; or, nonveneer APA rated 5turd-I-Floor T & G panels per APA 5. Screw, Wallboard -1 in, long, Type 5, 9/64 in. diam, self -drilling and specifications PRP-108. Plywood or nonveneer APA rated panels installed self -tapping, bugle head. Three Rivers Gypsum, Inc. -Type 3R3 (finish rating 20 min). perpendicular to trusses with,end joints staggered 4 ft. Plywood or nonveneer 6. Finishing System -(Not shown) -Paper tape embedded in joint United States Gypsum Co. -Type AR (finish rating 26 min), Type APA rated panels secured to trusses with construction adhesive and No. 6d compound over joints with edges of compound feathered out and SCX (finish rating 26 min), Type C (finish rating 26 min), Type ringed shank nails. Adhesive applied as 3/8 in. diam bead to top chord of exposed screw heads covered with compound. As an alternate, nom 3/32 WRX (finish rating 26 min), Type WRC (finish rating 26 min), Type trusses and grooved edges of plywood. Nails spaced 12 in. OC along each truss, in. thick veneer piaster maybe applied to the entire surface of gypsum IP-X1 finish ratio 26 min), Type FCV finish ratio 26 min), wallboard. ( g ) YP ( 9 } System No. 4 Type IP-X2 (finish rating 26 min), Type SHX (finish rating 26 Finish Flooring -Floor Topping Mixture*-8 gal max of water to 80 lbs of *Bearing the UL Classification Marking min), floor topping mixture to 220 lbs max of sand. Compressive strength to be 1000 Westroc Inc. -Type Westroc Fireboard. psi min. Thickness to be 3/4 in. min. • Yeso Panamerianno SA de CV -Type AR (finish rating 26 min), United States Gypsum Co. -Type F. Type C (finish rating 26 min), Type WRX (finish rating 26 min), Vapor Barrier -(Optional) -Commercial asphalt saturated felt, 0.030 in. "" thick. Type 4'!RC (finish rating 26 min), Type IP-X1 (finish rating 26 Subflooring-23/32 in. thick plywood with exterior glue,. min, grade to be min), Type FCV (finish rating 26 min), Type IP-X2 (finish rating "Standard", conforming with PS 1-66 specifications; or, nonveneer APA rated 26 min), Type SHX (finish rating 26 min), SCX (finish rating 26 sheathing panels per APA specifications PRP-108. Long dimension of panels min). (strength axis) or face grain of plywood to be perpendicular to joists with 3A. Wallboard, Gypsum* -(As an alternate to Item 3)-Nom 3/4 in. thick, joints staggered. I installed as described in Item 3. System No. 5 1 Canadian Gypsum Company -Type AR. Finish Flooring -Floor Topping Mixture* -Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mix at rate of 1.41. United Mates Gypsum Co. -Type AR. 11 cu ft of preformed foam to 94 lbs Type I Portland cement and 300 lbs of sand Yeso Panamericano SA de CV -Type AR. with 5-1/2 gal of water. Cast density of floor topping mixture 100 plus or minus 3B. Wallboard, Gvpsum*-(As an alternate to Items 3 and 3A) -5/8 in. 5 pcf. Min compressive strength 1000 psi. Thickness 1-1/2 in. `6`z_ thick, 4 ft wide, square edge, applied vertically. Wallboard nailed 8 in. OC Elastizelt Corporation of America -Type FF. with 1-3/4 in. tong galvanized roofing nails. Joint covering (Item 2) not Vapor Barrier -(Optional)-Commercial asphalt 'saturated felt, 0.030 in. thick. required. Subflooring-23/32 in, thick plywood with exterior glue, min grade "C-D" Canadian Gypsum Company -Type WSX (finished rating 22 min). exposure 1 or "C-D" with exterior glue, conforming with PS 1-83 specifications; United States Gypsum Co. -Type WSX (finished rating 22 min). or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Yeso Panamericano_ SA de CV -Type WSX (finished rating 22 min). Long dimension of panels (strength axis) or face' grain of plywood to be 4. Steel Corner Fasteners -(Optional) -For use at wall corners. Channel perpendicular to joists with joints staggered. . System No. 6 �_, shaped, 2 in. long by 1 in, high on the back side with two 1/8 in, wide Finish Flooring -Floor Topping Mixture*-7,5 gal; of water, 94 lbs of Type I cleats protruding into the 5/8 in. wide channel, fabricated from 24 gauge Portland cement, 335 lbs sand, 4 fluid oz of Component A, 6 oz Component B galy steel. Fasteners applied only to the end or cut edge (not along and 6 oz of chopped fiberglass fibers. Cast density of floor topping mixture 106 tapered edges) of the Wallboard, no greater than 2 in. from corner of plus or minus 5 pcf. Min compressive strength 1200 psi. Thickness 3/4 in. min. I wallboard, max spacing 16 in. OC. Nailed to adjacent stud through tab Southwest Liteweight Concrete Co., Inc, -Type LDI using one No. 6d cement coated nail per fastener. Corners of watt board Subflooring-23/32 in. thick plywood, min grade "C-D" Exposure 1 or "C-D" stroll be nailed to top and bottom plate using No. 6d cement coated with exterior glue conforming with PS 1-83 specifications; o, nonveneer APA nails. rated sheathing panels per APA specifications PRP-108, Long dimension of 5. Batts and Blankets* -(Optional, Not Shown) glass fiber or mineral wool panels (strength axis) or face grain[aid Noer�endicutar to joists. insulation. Finish Flooring -Floor Topping Mixture" -Foam concentrate mixed 40:1 by Certainteed Corp, volume with water and expanded at 100 psi through,nozzle. Mix at rate of 1.2 Johns Manville International Inc. cu ft of preformed foam to 94 lbs Type I Portland cement and 300 lbs of sand Knauf Fiber Glass GmbH. with 5-1/2 gal of water. Cast density of floor topping mixture 100 plus or minus Owens-Corning Fiberglas Corp, 5 pcf. Min compressive strength 1000 psi. Thickness 1-1/2 in. The Meart Corporation Roxul Inc. Vapor Barrier-(Optional)=Commercial asphalt saturated felt, 0.030 in. Thermafiber LLC-Type SAFB, thick. *Bearing the UL Classification Marking Subflooring-23/32 in. thick plywood with exterior glue, min grade "C-D" exposure 1 or"C-D" with exterior glue conforming with PS-1-83 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to joists with joints staggered. System No. 8 Finish Flooring -Floor Topping Mixture* -Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mix at rate of 1.4 cu ft of preformed foam to 94, lbs Type I Portland Cement, 62.5 lb of pea gravel and 312.5 lbs of sand, with approx 5.5 gal of water. Cast density of Floor 11 Topping Mixture 100 (+ or -) 5 pcf. Min compressive strength 1000 psi. Thickness 1 in. Lite-Crete, Inc. -Type I. Vapor Barrier -(Optional) -Commercial asphalt saturated felt, 0.030 in. 111111 11 thick. 1: Subflooring-23/32 in. thick plywood with exterior glue, min grade "C-D" exposure 1 or"C-D" with exterior glue conforming with PS 1-83 specifications; 1*1 or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain of plywood to be DE516N U-305 perpendicular to joists with joints staggered. NO. pSystem Pi 9g Finish Flooring-ftoorTopping Mixture* -Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mix 94 lbs cement, F(O 300 lbs sand, approx 5.4 gal water, 1.2 cu ft preformed foam, 5 oz Type N fiber I HOUR PROTECTED EXTERIOR U1Al.� and 4 oz Component Z. Cast density of floor topping mixture 105 (+ or -) 5 pcf min compressive strength 1200 psi. Min thickness 3/4 in. Elastizell Corp. of America -Type ZC. Subflooring---23/32 in. thick plywood, min grade "C-D" exposure 1 or "C-D" ?....... ....... :.. .:........ :....... "" with exterior glue conforming with PS 1-83 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Long dimension of 11 panels (strength axis) or face grain of plywood to be perpendicular to the joists with joints staggered. System No. SO Finish Flooring -Floor Topping Mixture*-2.95 cu ft of stabilized preformed foam to 94 lb of Portland cement premixed with 6 gal of water. Cellular 2l concrete to have a dry density of 31.5 (+ or -) 3.0 pcf and a 28-day compressive strength of 190 to 350 psi, as determined in accordance with ASTM C495-66. Thickness to be 3/4 in. min, Cellufoam Concrete Systems -Type Cellufoam. Vapor Barrier -(Optional) -Commercial asphalt saturated felt, 0.030 in. thick. Subflooring-23/32 in, thick plywood with exterior glue; min grade to be 1-83 specifications. Face grain of plywood to be perpendicular to joists with joints staggered. C System No. 11 . Finish Flooring -Floor Topping Mixture*-3 to 7 gal of water mixed with 80 lbs of floor topping mixture and 1.0 to 2.1 cu ft of sand. Compressive 1111 strength to be 1000 psi min. Min thickness to be 3/4 in. .t ; 111 11 1111 -111-1 - . / .... DESIGN NO. L528- r I HS , '.1 +..... +11, _. &V�11 oi I : r N A TOTES 1 . V i s I , 7 a 6 I f c S c c C -C I c L c \ \ t C \: \. a o. s a w a 0 :~ 0 E U . F- 0 z 0 U w z� U a Q U Q$ 12/22/__ ISSUE POR PERMIT ogwOty�oantroll.dl 7Q 11 Q 4 12/21/2000 m BID SET Q 3 08/12/99 PRELIMINARY BID A 2 01/14/99 BID SET REVIEW 0 I 06/18/99 OWNER REVIEW Rev. No Date Issue History 0 . FUGLEBERG KOCH ARCHITECTS ` Orlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 V 1 6 9 1 10 I sroNeeRoa< u at 5ANFOv 1D RI -- APARTMENTS._ ,��30�.6, �(.5/9,, ULYA55EMBLIE5 ' - . WALL RATINGS AF(o.011 '59F601.dWg PLcTwAL.E: IT:i'-Or LmTPLOT: 3 0 0 n 0 0 e 2 0 C E U O le m 0 U M 0 ll J i v P i n D 0 9 I ; S I L , 2 3 ■ I 0 I 9 Q V C Z I I . ..i i Q I I o 0 Ln III 1 1 --i � o 0 N 00 CU _� <E Q LEI f- , I R LD 3 Q . . + l-D 3 Q Q PQ X W ; roll W - O i Z H 1. ,z jo �� . ...� j L-I F- I n W U - Q I Q_ - N HI System No. W-L-3001 (Formerly System No. 149) F Ratings-1 and 2 Hr (See Item 1) T Ratings-3/4, 1, 1-1/2 and 2 Hr (See Item 2) L Rating At Ambient-15 CFM/sq ft (See Item 3) L Rating At 400 F-less than 1 CFM/sq ft (See Item 3) SECTION A -A 1. Wall Assembly -The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Watt or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -Walt framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced lb in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in, wide by 1-3/8 in, deep channels spaced max 24 in OC. B. Wallboard, Gypsum*-Nom 1/2 or 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers and sheet orientation shall be as specified in the individual Watt or Partition Design. Diam of circular through opening to be 3/8 in, to 5/8 in, larger than outside diam of cable or cable bundle. C. Fasteners -When wood stud framing is employed gypsum wallboard layers attached to studs with cement coated nails as specified in the individual Wall or Partition Design. When steel channel stud framing is employed, gypsum wallboard attached to studs with Type S self -drilling, self -tapping bugle -head steel screws as specified in the individual Walt or Partition Design. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. ailed in 2. Cables -Individual cable or max 1 in. diam cable bundle inst through opening with an annular space of min 0 in. (point contact) to max 3/4 in. Cable to be rigidly supported on both sides of watt assembly. The following types and sizes of cables may be used: A. Max 150 pair No. 24 AWG copper conductor telephone cable with polyvinyl chloride (PVC) insulation and jacket materials. When max 25 pair telephone cable is used, T Rating is 2 hr. When 50 to 150 pair telephone cable is used in 1 hr fire rated wall, T Rating is 3/4 hr. When 50 to 150 pair telephone cable is used in 2 hr fire rated wall, T Rating is 1 hr. B. Max No. 10 AWG multiple copper conductor Type NM ("Romex") nonmetallic sheathed cable with PVC insulation and jacket materials. When Type NM cable is used, max T Rating is 1-1/2 hr. C. Multiple fiber optical communication cable jacketed with PVC and having a max outside diam of 5/8 in. When fiber optic cable is used, max T Rating is 2 hr. D. Max 12 AWG multiconductor (max seven conductors) power/control cable with cross -linked polyethylene (XLPE) insulation and XLPE or PVC jacket materials. When multiconductor power/control cable is used, max T Rating is 2 hr. E. Max four conductor with ground No. 2 AWG (or smaller) aluminum SER cables with polyvinyl chloride insulation amd jacket materials. 3. Fill, Void or Cavity Materials* -Caulk or Putty -Caulk or putty fill material installed to completely fill annular space between cable and gypsum wallboard on both sides of watt and with a min 1/4 in. diam bead of caulk or putty applied to perimeter of cable(s) at its egress from each side of the wall. Minnesota Mining & Mfg. Co.-MPS-2+ Putty, CP 25WB+ Caulk. (Note: L Ratings apply only when Type CP 25WB+ caulk is used.) *Bearing the UL Classification Marking Z1DE51IGN NO. WL-3001 System No. W-L-5040 F Ratings- 1 and 2 Hr (See Item 1) T Rating-3/4 Hr . (�) Li (4)i A SECTION A -A 1. Wall Assembly -The 1 or 2 hr fire -rated gypsum wallboard/stud wall manner of the mate rials and in the a shall be cons tructed assembly Designs rtition ' s Wall or Pa specified in the individual U300 or U400 Series in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 3-5/8 in. wide and spaced max 24 in. OC. with s B. Wallboard, Gypsum*-Nom 5/8 in, thick, 4 ft wide wi sq uare or q tapered edges. The gypsum wallboard type, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Diam of opening in wallboard layers to be 1 in. larger than outside diam of pipe insulation (Item 3). Max diam of opening in wallboard layers is 7 in. The hourly F Rating of the firestop system is 1 hr when installed in a i hr fire rated wail and 2 hr when installed in a 2 hr fire rated wall. 2. Through Penetrants -One metallic pipe or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used: A. Steel Pipe-Nom 4 in, diam (or smaller) Schedule 10 (or heavier) steel pipe. When steel pipe is used, T Rating is 3/4 hr. B. Copper Tubing-Nom 4 in. diam (or smaller) Type l (or heavier) copper tubing. T Rating is 3/4 hr for copper tubing of nom 2 in. diam and smaller. For copper tubing greater than nom 2 in. diam, T Rating is 1/4 and 1/2 hr when installed in 1 and 2 hr rated walls, respectively. C. Copper Pipe-Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. T Rating is 3/4 hr for copper pipe of nom 2 in. diam and smaller. For copper pipe greater than nom 2 in, diam, T Rating is 1/4 and 1/2 hr when installed in 1 and 2 hr rated wall respectively. 3. Pipe Insulation-Plastics#-Nom 3/4 in: thick acrylonitrile butadiene/ polyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing. The annular space between the insulated pipe and the edge of the through opening shalt be min zero in. (point contact) to max 1.1/4 in. See Plastics# (QMFZ2) category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL94 Flammability Classification of 94-5VA may be used. 4. Fill, Void or Cavity Mate rials*-CauIlk-Installed to fill annular space throughout thickness of gypsum wallboard layers, flush with each surface of watt. A min 1/2 in. diam bead of caulk shall be applied to the pipe insulation/wallboard interface at the point contact location on both sides of wall. Minnesota Mining & Mfg. Co.-CP 25WB+ *Bearing the UL Classification Marking gBearing the UL Recognized Component Marking SIGN NO. WL-5040 2 System No. F-C-1006 (Formerly System No. 453) F Rating-1 Hr T Rating-1 Hr L Rating At Ambient -Less Than 1 CFM/sq ft L Rating At 400 F-Less Than 1 CFM/sq ft 1. Floor -Ceiling Assembly -The 1 hr fire rated wood joist, wood truss or combination wood and steel truss Floor -Ceiling assembly shall be constructed of the materials and in the manner described in the individual L500-Series Design in the UL Fire Resistance Directory, as summarized below: A. Joists or Trusses -None 2 by 10 in. lumber joists, min 12 in. deep parallel chord trusses fabricated from nom 2 by 4 in. lumber in conjunction with galy steel truss plates or Structural Wood Members* with bridging as required. B. Floorin 9-Nom 3/4 in. thick plywood flooring with or without Floor Topping Mixture*. Max diam of opening is 5 in. C. Furring Channels -Rigid or resilient gaty steel furring channels installed perpendicular to bottom chord of trusses. D. Wallboard, Gypsum*-Nom 4 it wide by 5/8 in, thick, screw -attached . to furring channels. Max diam of opening is 5 in. . 1.1 Chase Wall (Optional, now shown) -The through penetrants (Item No. 2) may be routed through a hr fire -rated single, double or staggered woo 1 d in stud/gypsum wallboard chase wall constructed of the materials and the manner specified in the individual U300 Series Walt and Partition Designs in the UL Fire Resistance Directory and shall include the 9 following construction features: . A. Studs-Nom 2 by 6 in. or double nom 2 by 4 in. lumber studs. B. Sole Plate-Nom 2 by 6 in- orparallel 2 by 4 in, lumber plates, tightly butted. 6 in. C. Top Plate -The double top plate shalt consist of two nom 2 by Mn. or two sets of parallel 2 by 4 in. lumber plates, tightly butted. diam of opening is 5 in. D. Wallboard, Gypsum* -Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. 2. Pipe or Conduit-Nom 4 in. diam (or smatter) Schedule 10 (or heavier) steel pipe, steel conduit or steel EMT, or cast iron pipe or nom 3 in. diam (or smaller) Type L (or heavier) copper tubing. Pipe to be installed approx midway between joists or trusses and centered in circular cutouts. Diam of circular cutouts is 1/4 in. to 1/2 in. Larger than diam of the pipe. P Pe to be rigidly supported on both sides of Floor -Ceiling assembly. 3. Fitt, Void ar Cavity Materials* -Caulk -Min 3/4 in. thickness of flit material applied within the annulus, flush with top surface of floor or sole plate. Min 5/8 in. thickness of fill material applied within the annulus, flush with bottom surface of ceiling or top plate. An additions min 1/4 in, crown of fill imeter of penetrant material applied to perat its egress from the top of flooring and underside of ceiling or from top of sole plate and underside of top plate. ! Minnesota Mining 4 Mfg. Co.-CP 25 WB+ *Bearing the UL Classification Marking D51C�N�N 0. IC-100lo D3�� f System No. F-C-2026 F Rating-1 Hr T Rating-1 Hr 1. Floor -Ceiling Assembly -The fire -rated solid or trusses rWnuei )vist Floor-Cefling assembly shalt be constructed of the materials and in the ' ns in manner specified in the individual L500 Series floor -Ceiling Designs the UL Fire Resistance Directory and shalt include the following construction features: joists -A lumber aNd steel joistrom 10 in. etrtisesorpStrudural Wood Membermber, steel or s*awith bridging as required and with ends firestopped. B. Flooring System -Lumber or plywood subfloor with finish floor of Lumber, plywood or Floor Topping Mixture* as specified in the t0 in flo oring Aar cutout 9 si n. Recta nu 'i De 9. r- d n floo Ce 9 9 individual max 8 b 12 in. i in Item 2 to be sin ) ub drain ( h bathtub piping accommo date et e p y nets C. Furring Channels -Rigid or resilient galy steel furring cban installed perpendicular to joists. ar ' k. Wat lbo d * 8 in. Chic 'de b 5 ft wide - 4 Y / D. Wallboard, Gypsum Nomviduan the screw -attached to furring channels as specified id eachim nn 4 inl Floor -Ceiling Design. Two pieces of gypsum wallboard, longer and wider than the cutout in the flooring, screw- attached to bottom of flooring concentric with cutout. Diam of opening tote to 5e8 be h to / through both layers of the gypsum wallboard pate / in, larger than outside diam of bathtub drain piping (Item 2). 2. Drain Piping-Nom 1-1/2 in. diam Schedule 40 PVC pipe and drain fittings cemented together and provided with PVC bathtub waste/overflow fitting. Firesto S stem -The details of the firestop system shall be as followsk 3 P Y A. Fill, Void or Cavity Materials* -Wrap, Strip-Nom 1/4 in. thick intumescent elastomeric material faced on one side with aluminum foil, supplied in 2 in. wide strips. Nora 2 in. wide strip tiWithytwo steel around PVC drain piping (foil side exposed), secured ac th wire ties, and slid into hole -sawed opening in gypsum wallboardP (Item 1D). Bottom edge of wrap strip to project approx 1/2 in. below bottom surface of gypsum wallboard patch. Minnesota Mining & Mfg. Co.-FS-195+ of B. Fill, Void or Cavity Materials*-Caulk=-Nom 1 egress from am t he caulk to be applied to perimeter of watch. Nom 1/4 in thickness of underside of the gypsum wallboard p caulk to be applied to the exposed edge of the wrap strip layer and to fill all gaps between the wrap strip layer ewand theard teepatof the drain fitting on the top surface of the gyp sum h. Minnesota Mining & Mfg. Co.-CP 25WB+ *Bearing the UL Classification Marking DDESIGN NO. FC-2026 .) System No. F-C-2008 (Formerly System No. 451) F Rating-1 Hr T Rating-1 Hr L Rating At Ambient-7 CFM/sq ft (See Item 3B) L Rating At 400 F-Less Than 1 CFM/sq ft (See Item 36) 1. Floor Assembly -The fire rated wood truss or combination wood and steel truss Floor -Ceiling assembly shall be constructed of the materials and in the manner described in the individual L500 Series Design in the UL Fire Resistance Directory and shall include the following construction features: A. Trusses -Min 12 in. deep parallel chord trusses fabricated from 2 by 4 in. lumber in conjunction with galy steel truss plates or Structural Wood Members* with bridging as required. THROUGH -PENETRATION FIRESTOP SYSTEMS (XHEZ)-Continued B. Flooring-Nom 3/4 in, thick plywood flooring with or without Floor Topping Mixture** Diam of hole -sawed opening in flooring to be 1/2 in. to 3/4 in. larger than diam of pipe. Max diam of opening in flooring is 3 in. C. Furring Channels -Rigid or resilient gaty steel furring channels installed perpendicular to bottom chord of trusses. D. Wallboard, Gypsum*-Norn 4 ft wide by 5/8 in. thick, screw -attached to furring channels. Diam of hole -sawed opening in gypsum wallboard ceiling to be 1/2 in. to 3/4 in, larger than diam of pipe. Max diam of opening in ceiling is 3 in. 2. Nonmetallic Pipe-Nom 2 in. diam (or smaller) Schedule 40 polyvinyl chloride P to tde (VC), SD R 17 chlorinated polyvinyl chloride (CPVC) or solid -core Schedule 40 acrylonitrile-butadiene-styrene (ABS) pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. One pipe to be installed approx midway between trusses and centered in circular openings in flooring and in ceiling. A nom 1/4 in. to 3/8 in. annular space is required in the firestop system. Pipe to be rigidly supported on both sides of Floor -Ceiling assembly. 2A. Electrical Nonmetallic Tubing+-Nom 1 in. diam (or smaller) corrugated watt ENT constructed of polyvinyl chloride. ENT to be installed as a complete system with all terminations in boxes, outlet boxes or other approved enclosures as specified in the National Electrical Code. Max one ENT per through opening. ENT to be centered in opening and rigidly supported on both sides of the Ftoor-Ceiling assembly. See Electrical Nonmetallic Tubing (FKHU) category in Electrical Construction Materials Directory for names of manufacturers. 3. Firestop System -The details of the firestop system shall be as follows: A. Fill, Void or Cavity Materials* -Wrap Strip-Nom 1/4 in. thick intumescent elastomeric material faced on one side with aluminum foil, supplied to 2 in. wide strips. Nora 2 in. oxide strip tightly - wrapped around nonmetallic pipe (foil side exposed), secured with two steel tie wires and slid into hole -sawed opening in flooring (Item 18) and in gypsum wallboard ceiling (Item 1D). Bottom edge of wrap strip to project 9/16 to 11/16 in. below bottom surface of flooring and below bottom (ceiling) surface of gypsum wallboard. Minnesota Mining & Mfg Co. -Type FS-195+ B. Fitt, Void or Cavity Materials* -Caulk or Putty-Nom 1/4 in. thickness of caulk or putty to be applied to the exposed edge of the wrap strip layer (top of flooring and bottom of gypsum wallboard ceiling). Generous application of caulk or putty to be applied to fill all gaps at the wrap strip/flooring and wrap strip/gypsum wallboard ceiling interfaces. Minnesota Mining & Mfg. Co.-CP 25WB+ Caulk, MPS-2+ Putty. . (Note: L Ratings apply only when Type CP 25WB+ caulk is used.) "Bearing the UL Classification Marking ;��,DEVGN NO. FC-2008 WW f _ System No, F-C-3007 (Formerly System No. 452-A) F Rating-1 Hr T Rating-1 Hr 1 ' 1A 1 1A Cc . LJ L� 1D 3A 1. Floor Assembly -The 1 hr fire rated wood truss or combination wood oor- ' i assembly e constructed of the and steel truss Fl Ceil n e bl shall b const to 9 Y materials and in the manner described in the individual L500 Series Design in the UL Fire Resistance Directory, as summarized below: - parallel chord trusses fabricated from nom A. Trusses Min 12 in. deep pa all h e ri d in. lumber in conjunction with alv steel truss plates or 2 by 4 ) g Structural Wood Members* with bridging as required. B. Flooring-Nom 3/4 in. thick plywood flooring with or without Floor Topping Mixture*. Max diam of opening is 1 in. s- ' i o resilient alv steel furring channels C. Furring Channel Ri d r re e h installed perpendiculartobottom chord of trusses. 9 D. Wallboard, Gypsum*-Nom 4 it wide by 5/8 in. thick, screw -attached to furring channels. 1.1 Chase Wall (Optional, not shown) -The through penetrants (Item No. 2) may be routed through a 1 hr fire -rated single, double or staggered wood stud/gypsum wallboard chase watt constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs-Nom 2 by 6 in. or double nom 2 by 4 in. lumber studs. B. Sole plate-Nom 2 by 6 in, or parallel 2 by 4 in. lumber plates, tightly butted. C. Top Plate -The double top plate shall consist of two nom 2 by 6 in. or two sets of parallel 2 by 4 in. Lumber plates, tightly butted. Max diam of opening is 1-1/2 in. D. Wallboard, Gypsum *-Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. 2. Cabtes-One cable to be centered in opening with a min annular space of 1/8 in. between the cable and the periphery of the opening. Cable to be rigidly supported on both sides of Floor-Ceiting assembly. The following types of cables may be used. A. Max seven conductor No. 12 AWG (or smaller) power/control cables with polyvinyl chloride insulation and jacket materials. 3 B. Max 100 pair No. 22 AWG (or smatter) telecommunication cables with polyvinyl chloride insulation and jacket materials. C. Max four conductor with ground No. 2 AWG (or smaller) aluminum SER cables with polyvinyl chloride insulation and jacket materials. 3. Fill, Void or Cavity Materials* -Caulk or Putty -Min 3/4 in, thickness of fill material applied within the annulus, flush with top surface of floor or sole plate. Min 5/8 in. thickness of fill material applied within the annulus, flush with bottom surface of ceiling or top plate. An additional i, min 1/4 in. crown of fill material applied to perimeter of penetrant at its egress from the top of flooring and underside of ceiling or from top of sole plate and underside of top plate. Minnesota Mining & Mfg. Co.-CP 25WB+ Caulk, MPS-2+ Putty `Bearing the UL Classification Marking Z DE5�1% NO. FC-3001 System No. F-C-2012 F Rating-1 Hr T Rating-1 Hr �'x I I_ (1 c/ 1. Floor -Ceiling Assembly -The fire -rated solid or trussed lumber joist eilin assembl shall 6e constructed of the materials and in the Floor C g Y Designs in manner specified in the individual 1500 Series Floor -Ceiling 9 P include the following the UL Fire Resistance Directoryand shalt construction features: A. Flooring Sy stem -Lumber or plywood subfloor with finish floor of * in the lumber, plywood or Floor topping Mixture as specified P ed opening in flooring individual Floor -Ceiling Design. Diam of hole saw p 9 to be 4 in: or 5 in. for nom 3 in. or 4 in. closet flange (Item 2), 11.11 respectively. B. Joists-Nom 10 in. deep (or deeper) lumber, steel or combination joists, or Structural Wood Members* with umber and steel trusses . l j bridging as required and with ends firestopped. 1,11,11 wallboard, G sum*-Nom 4 ft wide by 5/8 in. thick. Wallboard C. Wallb YP -attached to furring channels as at 9 screw direct attached to joists or screw specified in the individual Floor-Ceiting Design. * -PVC closet stub sized to accommodate 2. Firestop Device -Closet Flange -sawed diam Closet flange installed in hole 1,11 `'1 nom 3 in. or 4 in. pipe. n system with flange secured to top of flooring with opening in flooring y steel screws. ProSet Systems Inc. -Part No. A35340 or A45340 Y n diam Schedule 40 PVC drain piping and 3. Drain Piping-Nom 3 in. or 4 i cemented into 90 degree elbow fitting .11 fittin . Short length of pipe with 9 9 i in to soil stack cemented into bottom socket of closet flange. Drain p p 9 elbow. Water Closet -(Not Shawn) -Floor mounted vitreous china water closet. 4. W *Bearing the UL Classification Marking lliji *� CE)I)IIIIIGN N0. FC-2012�1$.11 - System No. F-C-5002 (Formerly System No.454) F Rating-1 Hr T Rating-1 Hr L Rating At Ambient-7 CFM/sq ft L Rating At 400 F-Less Than 1 CFM/sq ft i 1. Floor Assembly -The fire rated wood truss or combi nation on wood and steel truss Floor-Cefling assembly shall be constructed of the materials and in the manner described in the individual L500-Series Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Trusses -Min 12 in. deep parallel chord trusses fabricated from nom 2 by 4 in. lumber in conjunction with gale steel truss plates or Structural Wood Members* with bridging as required. B. flooring -Nora 3/4 in. thick plywood flooring with or without Floor Topping Mixture*. Max diam of hole -sawed opening in flooring is 7 in. C. Furring Channels -Rigid or resilient galy steel furring channels installed perpendicular to bottom chord of trusses. D. Wallboard, Gypsum*-Nom 4 ft wide by 5/8 in. thick, screw -attached to furring channels. Max diam of hole -sawed opening in gypsum wallboard ceiling is 7 in. 2. Pipe-Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe or nom 3 in. diam (or smaller) Type L (or heavier) copper pipe. Pipe to be installed approximately midway between trusses and centered in circular cutouts in flooring (Item 1B) and gypsum wallboard ceiling (Item 1D). Diam of circular cutouts in flooring and gypsum wallboard ceiling to be 1/2 to 3/4 in. larger than outside diam of pipe covering (Item 3) or tube insulation (Item 3A) on pipe. Pipe to be rigidly supported on both sides of floor -Ceiling assembly. 3. Pipe Covering*-Nom 1 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed on the outside with an all service jacket. Longitudinaljoints sealed with metal fasteners or factory -applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt strip tape supplied with the product. See Pipe and Equipment Covering -Materials* (BRGU) category in Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 3A. Tube Insulation -Plastics+ -As an alternate to the glass fiber pipe covering (Item 3), nom 1/2 or 5/8 in. thick acrylonitrile butadiene/ polyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing with skin may be used. See Plastics (QMFZ2) category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used. 4. Fill, Void or Cavity Materials* -Wrap Strip-Nom 1/4 in. thick intumescent elastomeric material faced on one side with aluminum foil, supplied in 2 in. wide strips. Nora 2 in, wide strip tightly wrapped around pipe covering or tube insulation (foil side exposed), secured with two steel tie wires and slid into hole -sawed opening in flooring (Item 18) , and in gypsum wallboard ceiling (Item 1D). Bottom edge of wrap strip to project 9/16 to 11/16 in, below bottom surface of flooring and below bottom (ceiling) surface of gypsum wallboard. Minnesota Mining & Mfg Co. -Types FS-195, FS-195+ 5. Fitt, Void or Cavity Materials*-Caulk-Nom 1/4 in. thickness of caulk to be applied to the exposed edge of the wrap strip layer (top of flooring and bottom of gypsum wallboard ceiling). Generous application of caulk to be applied to fill all gaps at the wrap strip/Flooring and wrap strip/gypsum wallboard ceiling interfaces. Minnesota Mining & Mfg. Co.-CP 25WB+ *Bearing the UL Classification Marking :56N NO. FC-5002 . 1K." �.:, ���ilii - .: .... . �*,.*�.l :., 1 I I t (I I S System No. F-C-2007 F Rating-1 Hr T Rating-1 Hr L Rating At Ambient -Less Than 1 CFM/sq ft L Rating At 400 F-Less Than 1 CFM/sq ft 1. Floor Assembly -The 1 hr fire -rated wood joist or combination wood and steel joist Floor -Ceiling assembly shall be constructed of the materials and in the manner described in the individual L50o Series Design in the UL Fire Resistance Directory, as summarized below: on A. Joists-Nom 10 in. deep (or deeper) lumber, steel or combinat th lumber and steel joists, trusses or Structural Wood Members" with bridging as specified in the individual Floor -Ceiling design. B. Ftooring-Lumber or plywood flooring with or without Floor Topping Mixture* as specified in the individual Floor -Ceiling design. Max diam of opening in flooring is 5 in. C. Ceiling -Direct attached or suspended Gypsum Wallboard* Or g member Acoustical Material* ceiling membrane with Steel Framin as specified in the individual Floor -Ceiling design. 2. Chase Wall -The through penetrant (Items 3 and 3A) shalt be routed through a 1 hr fire -rated double stud/ gypsum wallboard chase wad constructed of the materials and in the manner described in me individual U300 Series Design in the UL Fire Resistance Directory a shalt include the following construction features: A. Studs-Nom 2 by 4 in. lumber. B. Sole plate-Nom 2by 20 in. or 2 by 12 in. lumber plate. When 00 3 in. diam pipe is used, nom 2.by 8 in. lumber sole plate may be u5ed' C. Top Plate -The double top plate shall consist of two nom 2b by loin. or 2 by 12 in. lumber plate. When max 3 in. diam pipe is used, nom 2 by 8 in, lumber top plates may be used. Max diam of opening in top plate is 5 in. D. Wallboard, Gypsum* -Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition design. 3. Nonmetallic Pipe-Nom 4 in. diam (or smaller) Schedule 40 polyvinyl chloride (PVC) pipe or SDR17 chlorinated polyvinyl chloride (CPVC) pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. Diam of opening hole -sawed through flooring (Item 13) to be max 1/2 in. larger than outside diam of pipe. Diam of circular opening hole -sawed through top plate (Item 2C) to be max 1/2 in. larger than outside diam of pipe through both thicknesses of the lumber top plate. Max one pipe per opening. Pipe to be rigidly supported on both sides of Ftoor-Ceiling assembly. 3A. Sanitary Tee -(Optional) -The vertical pipe (Item 3) may be provided with a Schedule 40 PVC sanitary tee above the top plate of the chase wall for connection of a nom 3 in. diam (or smaller) Schedule 40 PVC drain pipe which penetrates the flooring and runs horizontally through the concealed space above the ceiling. When max 2 in. diam PVC drain pipe is used, the diam of the circular opening in the flooring shalt be 1/2 to 3/4 in. larger than the diam of the pipe such that a 1/4 to 3/8 in. annular space is present between the pipe and the perimeter of the circular opening. When nom 2-1/2 in. or 3 in. diam drain pipe is used, the diam of the circular opening in the flooring shall be max 1/2 in. larger than the diam of the pipe such that a max 1/4 in. annular space is present between the pipe and the perimeter of the circular opening. 4. Pipe Covering* -Min 1 in. thick hollow cylindrical heavy density (min 3.5 pco glass fiber units jacketed on the outside with an all service jacket. Pipe covering applied over vertical pipe (Item 3) to completely cover pipe from the top of the chase watt top plate (Item 2C) to the underside of the flooring (Item 1B). When sanitary tee (Item 3A) is used, the circular cutout in the pipe covering to accommodate the horizontal socket of the tee shall tightly -follow the contour of the socket. Pipe covering to be installed with tightly -butted longitudinal seam and shall be secured in place with circumferential wraps of steel tie wire on max 4 in. centers. See Pipe and Equipment Covering -Materials* (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread value of 25 or less and a Smoke Developed index of 50 or less may be used. 4A. Batts and Blankets* -As an alternate to Item 4, the vertical pipe (and sanitary tee, when used) may be covered using min 3-1/2 in. thick min R-11 faced glass fiber insulation. The insulation shall be wrapped around pipe with the facing exposed and with a min i in. overlap at the longitudinal seam. The insulation shall be compressed to a nom 1 in, thickness using circumferential wraps of steel tie wire on max 4 in. centers. See Batts and Blankets (BKNV)category in the Building Materials Directory for names of manufacturers. Any faced glass fiber insulation material meeting the above specifications and bearing the UL Classi- fication Marking with a Flame Spread Index of 25 or Less and a Smoke Developed Index of 50 or less may be used. 5. Fill, Void or Cavity Materials* -Wrap Strip-Nom 1/4 in. thick intumescent elastomeric material faced on one side with aluminum foil, supplied in 2 in. wide strips. Nom 2 in. wide strips tightly -wrapped around nonmetallic pipe (fait side exposed) with the edges butted against the underside of the top plate around the entire perimeter of the hole -sawed opening. When a PVC drain pipe penetrates the flooring (Item 1B) for connection to the sanitary tee (Item 3A), nom 2 in. wide strips tightly - wrapped around nonmetallic pipe (foil face exposed) with the edges butted against the underside of the flooring. Sufficient layers of wrap strip shall be installed to lap a min of 3/16 in. on the lumber top plate around the entire perimeter of the hole -sawed opening. For nom 1/2 in. to nom 2 in. diam pipes, a min of one layer of wrap strip is required. For nom 2-1/2 in. and nom 3 in. diam pipes, a min of two layers of wrap strip is required. For nom 3-1/2 in. and from 4 in. diam pipes, a min of three layers of wrap strip is required. Each layer of wrap strip to be installed with butted seam, with butted seams in successive layers staggered. Wrap strip layer(s) temporarily held in position using aluminum foil tape, steel wire tie, or equivalent. As an option when a max'2 in. diam PVC pipe penetrates the flooring (Item 1B) for connection to the sanitary tee (Item 3A), a single layer of nom 2 in. wide wrap strip shalt be tightly -wrapped around the pipe (foil side exposed) with seam butted. Wrap strip layer securely bound with steel wire ties at top and bottom and slid into annular space such that 5/8 to 3/4 in. of its height protrudes beneath the bottom surface of the flooring. A generous bead of caulk (Item 7) shall be applied to fill the annulus between the wrap strip layer and the flooring. When the optional firestop configuration for the max 2 in. diam PVC drain pipe is used, no steel collar (Item 6) is required to be installed around the wrap strip at the underside of the flooring. Minnesota Mining & Mfg Co.-FS-195+ 6. Steel Coltar-Nom 2 in. deep collar with 1-1/4 in. wide by 2 in, tong anchor tabs and min 3/4 in. long tabs to retain Wrap strip layyers. Coils of precut 0.016 in, thick (30 gauge) galy sheet steel are available from wrap strip manufacturer. As an alternate, collar may be field fabricated from min 0.016 in. thick (30 gauge) galy sheet steel in accordance with instruction sheet supplied by wrap strip manufacturer. Steel collar, with anchor tabs bend outward 90 degrees, wrapped tightly around wrap strip Layers with min 1 in. overlap at the seam. With steel anchor tabs pressed tightly against underside of top plate, compress collar around wrap strip layers using a min 1/2 in, wide by 0.028 in. thick stainless steel band clamp with worm drive tightening mechanism at the collar midheight. As an alternate to the band clamps, collars may be secured by a means No. 10 by 112 in. long sheet metal screws installed in the vertical axis at the ter of the 1 i overlap n cen n. ov la along the perimeter joint e collar. A 'n h n of the alto mi P 9 P J of three screws is required. Secure collar to chase wall top plate (Item 2C) using min 8d cement coated nails in conjunction with min 1 in. diam steel nailing disks. Secure collar to underside of flooring (Item 1B) using min 3/4 in. long steel wood screws in conjunction with 1-1/4 in. diam steel fender washers. Min of three fasteners, symmetrically located, required for nom 1/2 in. to nom 3 in. diam pipes. Four fasteners, symmetrically located, required for nom 3-1/2 in. and nom 4 in. diam pipes. As a final step, bend wrap strip retainer tabs 90 degrees toward pipe to lock wrap strip layers in position. 7. Fill, Void or Cavity Materials* -Caulk -(Not shown) Generous bead of caulk to be applied around the perimeter of the steel collar (Item 5) at its interface with the top plate (Item 2C). A nom 1/4 in. diam bead of caulk shall be applied around the perimeter of the nonmetallic pipe at its interface with the wrap strip layers. Generous bead of caulk to be applied to fill annulus between pipe and flooring (Item 18) on the top surface of the floor assembly. Minnesota Mining & Mfg. Co.-CP 25 WB+. 8. Firestop Device* -(Not shown) -As an alternate to Items 5 and 6 for nom 1-1/2, 2, 3 or 4 in. diam nonmetallic pipes, a firestop device consisting of a sheet -steel split collar lined with intumescent material and provided with steel clips for attachment may be used. Firestop device to be installed on underside of the top plate in accordance with the accompanying installation instructions. Minnesota Mining & Mfg. Co.-PPD 150, PPD 200, PPD 300, PPD 400, PPD 1.5, PPD 2, PPD 3, PPD 4 *Bearing the UL Classification Marking ;1 DESIGN NO. PC-2001 0 9 =Us - NOTES i D 2 n m 0 c L U O Y El O O. 7 L O C N N C O U C y 3 e n v r 0 L_ 3 c N W m O L `o 0 c 0 0 v E `o 0 .v a c E C V 3 E a V s I( It A 4 3 r 0 0 Q $ 12/22/2002) ISSUE FOR PERMIT 0jl2vawC«iuotl.dl = 4 12/21/2000 BID SET 0 3 08/12/99 PRELIMINARY 51D 2 01/14/139 BID SET REvIE W I 06/18/99 OWNER REVIEW ev. LRl No Date Issue History el FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 H 1 5- 1) r 0 5 b i >_ u n 5 V 0 C E 0 Q) Z U z �i U U a = U 0 Y CD m w 0 0 1- 5TONE13NVOK II - -_ at 5ANFOor' ' -�-' _ APARTMENT5 Date sa�oaD. FLORIDA �<o U.L. OF A55EM5LIE5 PENETRATION AF (o. 0 2 RATING5 10 FILE: 3(o59F6(d2.dwg PLorwAL.E: 12r=1'-O' LABTFI.UF: I C E F G H 3■ National Evaluation Service, Inc* E $t7C.r4 EvalCa6iti091 t`aeCCI public Safety Services, Inc,lima. MOO Evaluation SW* vic% Inc, Testing and I+v*JUaUq.n Services, tic. 4051 West Flosi mmr Fined 5M Workrrtin Mil Road $Qt} hAorrW& mod, W1e AQkA, + btu}s, c�o47e-sT�S vvtmtlar, Ga81orr4a11801.28 (} 899-45a3 etrrr*lghenl, Afebarnp 3521�-1206 -, (205} fSol-11355 N, T1 NAL. EVALUATION REPORT NER-459 0 107, AWbrwff_ #WAra3lar swvfce, ma • Rolsauerl oil f, 1997 MABNA WALL FJBEPAUNFMCED STIpCCI SYSTEM pffiV and testing 0011 comply wfdl ASTM C 144.93. Sand shag be MAGMA WALL., INC. graded within the kiliming fines POST OFFICE BOX E47 1100 HE, TEX 73006 F 3 1.0 SMELT rta � IY1WAWal Fiber-ntltfaCad StL= ayftM a Nog t6 Q 10 to 40 2.0 PROPFJtTiES FOR MICH EtfAf t IJON M Soumu �5 No. W 70 93 90 90 too 2.1 WC*W mastanm 3.1.3 Ir=laaan BON& Fbaln piticffc biaai>dlon shall herd a max- 2.2 kldarlor Wad'Wf rh-4 lmum Rama -spread rift of 25 aW a smoke-det IOW nftnot extm tg 450 whmtesW rn Ac=vam WO A$1141 E 134-M81ib in 2.3 Fire resislalrice, the dtidotleas 8h omm foe use. 2,4 Sk acitaal po oirtmce. The insula> m board$ shah have a mktirmm norm W d%vk of 1.5 pounds per cubic foot (203 kVM3). Men used ow open staid $.0 DE=It''l' N USE � framing, #x boardsshall be a minimum of 1 inch (25A mm) hoick and haw ! inch (9.53 "Mprojer WQ tongues with dbis growm ford JOWL See irlpum 1 3A GEN5RAt The MKm Wall finish system is an axtariar cetalertthdom sttrcca forION datall. Ovat hard substrates, a thieivx 8s; end dsrrsttlr Is permuted, watt cd Ong W13iatfrlg ofapt��ry r> IXWrre of parilarm caemarrt, The Mststadoll board $half be labeled in �orrlar>3t1e rrttft Condition ialof wadi', di', $w d, Chopped bees, gold propeelaly sdiraduree r4irtfnrtxrd 4f Use this report welt wki fabrtc or meth WX ft fa apptMled 4vericatn per. 3.2.4 Lath board, ptYMo WWW slMW board or mmm Wb alfihtp sub strafes and allXW W wood- or $ice ftmW axtsriar veal 3.2.4,1 Wi "brie Latb: WrImurn No. 2a page, l-kd 0.4 Wrwbaction. NaM Wall Is applred over cmarate maxunry units Henri gahimized swl, vtpverrvrh faixt is mqulrW. Other Ili a with or wr0aut fe L shotdl el * wbh ASTM C 933-00 ("61d) and ASTM C 1 -89 3.2 MATERIALS (woveh) The lath Is self-f erred or furred wttm approd cmr allsub- $"M 0289 Wftdmd poly "ft &N-frrirg lath mall be used 3.2n1 SWcW Mtc The st=o Ina Mists of a dry cerrcerttiliM In a=rdam wb the farrowing mquirama ft MIX ixt+ruiNd with enter and eared, The dry stucco mlxis a foory- papaied rrdwse of T`yps I, tl or 10 pormnd oemard cumptyitq went I. Fite maodm m overal wag coating thkdrrless, using the minl- ASTM C 150.85. dwpad ftb&s wW proprietary admbl#ttm$S The oxen hire noted in Scotian 3Z4 of thil report, shaft be % inch (12.7 mm). drY =919mbs#uure IS PlOqed in 80-pound (36.29 kg) bags. Fhm tD saucer 9a5o s •(18.0 to 28A L) at wpW ono iso to 220 2. Furring edmps shall occur at maximum 8-inch (1514 nit) hr- pounds (81.55 to 922 kQ) or a maximurn of 21/2 cubic feet (0.070 63) of sand are MJ* tarwats each way. Furring GriM stlarl provide a minirrrum 'le With tooth bag. When heeded, cotar and other -inch (3.18 mm) clearance from the substrate alter instalfa- adaiM era added in amordanca wide the rmwwWwreeS r eft don. instructions printed on the traQ. Ttte tbtlsYtoted product is edhar pre- mixed or fldld-mbxd wkil satrd. 31A z litatal Lath: the iath setae campy w6 AsTm c 847-t93. 3.2,2 San& The sand sttiaih be cieara and free From OaWerious t=urr5t'rp and sett -furring mqulremeats shag ba as set fortrt fat whe- fabric 121h,14nlmum vrelght is 1.75 pounds per square yard (C.BBS amcAmts of Ioam, cfay, alft, soluble sags. and organic metier. Sant kg/m2j. - ilrts n�)wt yt Card to flee tpre r Pra+rnrt and doto Purl tat r►¢a►tr tA3nr�rsr rr/ fete epp&gW in to app&wam'w fa vuiv tha r'port Atli kdepeeidtM tts& um performd by bhs Ndgwaf Zrata dais 34feacd (X SSX Qad,Va jpwo zW Am gat mak wo sr m&V. ckhsr tommed or b w&4 of re a pvflnft or etrrex 41. r w t h a Of cot to any prolog co!' 4w by 7Wt rg4M Th& Axclefmr iw�, beet is aw $,cited ts. memhRtdaMlj . 2 tip r[p M fr 4" M*tit fo (hW iwntrag Qsrrd htnrn, inchJatwn installed ed prior to radl irlstailallDrl Sl1aM be a minkrnum i1y Inch (127 mm] thiCJc scrlged in Eeragoa 4 3.! ql Ibis report for irrteriar folic. The stead cav- ides stlatl W liked *till 0-11 rockw4W bail Ilzeufatian havirsg flul Standard 9ui1din0 Cade thei 994 Unafo rng&r veith 1996 Co Codig,rrt, I beTG left tit dog jahsit for card. the gtivilsr and a cgura 3 of this repot#. 5t�dii be leftfiled 4,2.3 P"Wt: Plywood as desrrrlb9d in Section 3-2.7 of thfs re- port shall be applied gli wW to wood framlrtip. a Mira- morn ry of t_45 pcf (23 23 s}, or R-11 rt hero Msulatiotl hawing a minimum density of 0.5 pc1(8.01 kglapf Acavrhrd 8u ttie less CdW One Two Fatally Dwelling Code, subject to the following condMom: W with OW buttdinp or sled The plywood slatl he fasfetuad to wood framlrtg with minimum ed mmmon nails or minimm No. 16 gape (0.062rinw (119 mm) shaft dfamew] 4,31.2 Exterior Falef; Amy of The fcllawvinQ st�slrai� era per- - MAW to be 7.1 The material and rr eftKis of installation shall comply with report 7.7 This allouwoe grind Ioad on fete studs spaced a maximum of 24 iriches system with wood er steel (609.6 mm) art center is 35 staples with 7/re-10ch (11.1 mm) autside-diameter organs, spaced MM) an center at the edges geld a 8 rtr AMUM 016 inchO (tes used independently or In cmbinatW with each ether ate layer o1 t 12-inth4hIch (12.7 mm) ureter-refttant 7.2 InsialWbn shall W by contractors apirrowd by Magna WaQ, psi (1575.8 Pa.) r Wbuve and 50 pst (2394.0 Pa) pesltW. support framlrg shad be adequate to resW the rGgtdW woof Wdsv (30162.4 maximum bt 12 ind4,$ MM) on ce ter at Inte(modate sup- Pores. The plywood Is applied to Steel framing [minimum No. 20 0.0359 ccM t M Sheathlnq. . laM of 125,4 mm) team insula- Inc. 7.3 The system strati b6 Umfted W combustible constrtat�lon e* plastics shall ba labeled an unit7-a F4dm pucka ft with tha s ar rnarrtriaetan s name and address, product name, game -spread 94'9O, inch (0 912 mm) thick] in accordance with the apply cabfe.code, The wnther-rassft trismbrane shall be 3s described dOne plastic ote. cape as malted under Section 4,4 of thio report. and Orrittt devetoppd ra lings, density, and the narlle of the llsfing 29 report bwb and fabric lath and crlating M d inked a des g of for applied as desc7rlaed farflbeibdacd, ptasttc insuladohtyoard `time r of fJvB'inch-thick (1 i.7 mm) orbarrted strand board (OSB); 7.4 The sysWIh i5 recoggi;Md as a ant+-hnur tue-resi Uve assem- bly when complying WM SeCdon 4,3 of thiS report, IN tire-resls- . 7.9 in areas using the Standard Balding Carlo, roam shall kwWlad over the b aiding paper Ufa to fire lath acid waft shag bs a minimum of 1/2 inch (12.7 mm) thIck one of 7t"ind thick (11.1 mm) plywood, tl+t4 assemblies. as described io 3ecUan 4.3 ct dus� rapott, have been determined In acc0fdWe wdtl ASTM E 119 fords exposuro Plastic not by placed on exterior units of wryid constroclion wINn 6 oni tm of ttae grand in araas Mere hazard of termite damage isveryheavr- 4.2.4 (kiwTW Strand BOOM (BS4 The odenW strand board The material Wopetdes are described in $Khan 3,2 of thisk rMart, on the surta.ce to which Magni Wall Ls applied. in accordance WM Flours 2WA d M the Standard eujWft Code. as desaihed ih Sedion 32.8 of this repdrt Is krsm0ed otl g as or stoat be In Sa to wand ftatS8 as the and the substrates Sh ifl he Installed an wood framing as deco ibed err 5ectian 4.2 of ifta report, Tice wieafhar-resft`Wa membram, km 7.5 the fttterl0c Shaft Rae separated fmm the foam pie iC !)Wit wtth a thermal bsrdermxh as 1fa-I�h 0 p,7 MM) gypum 7.10 7hls report is shed tD period'c re-e)2tsislatian, For i1or- 4WW an efts carter status, Casale the evalua Mpptt kling d on 2 o>3ttaA • scritraft In euaelion d,2 of lids report for plyt+raod. Tina q68 shot he for p fAftr[ and flAs 90 W91 wallop shall W applied to the substrata as de- scr#bed In Sadians 4.0 and 4-1 of this neport Ul�llb08rmd W in ac,00l arfce WM flee apptlmhle model code. or mdtad one of the Pat11P1pau members of fete NES, tt to steel fraritinq [minimum no. 20 gaga, 0.0459 Inch (0.912 mm) thick] in arcoDntance with I* auapledble code. the weatt�er•resistfve membrane, heel and Opglfinp Smoot be i wimle4 as 4.3-2.3 NOW The Wood AW ache stores lit tinned to 0.78 P and strarE net exceed O,Ta F, at an twirl roo of 33. -Me jtw1dmum described In SeCtOns 4.0 and 4.1 of this mport. Icrad an 1tt# systern des fed In Sacilorr 4.5.2 of this report is 1,1o0 4.3 FIAE-MISTIIIf'E ASSOMM pounds (4%.0Igl) * sWd, For purpom of deslgrm 4.3,t Lam-ttaer Flrla tsq ! a>aNltlr ant �4Ntrtr" dolt in taorelrassion pantie$ to the grain B*Pbd for ter r 4.3A.1 InWat Rce: One toyer of slErft rthidt (%5M mmr) TYPO X RPM Vallpaarti camptyiV Ivtlfl ATIN C 3&-95b,1"- k boot" length of �anlpres+sku member, inches, r QYE W bacI t0 kW compf t ASTM C W-K, Or Last dimens11or1, Inches gypsum or weer base couo ittp with AMM C 588-95r shalE be oj MO These 6*n details only aPPIy to lire assambgr de=Med in Sec- phad i120101Yto WNW face Of"Od Studs WO norfrW of 2 indte9 by 4 tlic;W$ a MM by 1(".S MM), tiorx 4.2,Z sWA a rmasdnidm of 24 In tm (One MM) on =get. Tog rratf- 4.4 11110111=41IMBLE Ct1NMUCTWu board; be attached tYtdt @d cxrated reads can lyialp with ASTM C 514-94,1 /�I ink = (47.0 n1m) � and 1llilft t4-lndrdtanlaK The MIAA Wail Fiber-r*40rW SbU= m Is used on +motto (0-4 tam) heads, at a maidnwm of 7 InOw (177,p neon) on center rKto be of DM Ombus0le tonstru0ion; Sete# as maaortry toOft, pWas and bkiddttd. M wallbvatd jWn% shall be baclped ww5 rr ramkq, n d to Z Ch-tiyr-4 h (a0.& mm by 101.B mm} tro,4d traadrvg, and.#apeld�uttt>Rterd withl�'t aihd. Finn- or non=rnbusfm9a Mid ttatrl0. When the Magna Wall Fiber-rain- forted StlrtfiA 8ysterti is tread 4n tttalls tegtdted to be of rboaoortt- buWtW tram �, the wags •llfiatf be W;$# clad as fah erheads alga batreattld 1lditt jottcomp XA laws: 4.3.i.2 r mr Fake: r layer at mliYrytnnt 61 ntfi-trick (zS.B8 rout) TuTA x, M ffiw_a 4.4.1 IleWorHeld: dote l of 51rrii ch-thli* C154 mm) TM gyp�[Ilri w +oartl, u mpbIng with ASIM G 5b, is vo f&Wly taro B urn 4"Wwwry as de- Sc ebed In Section 815 of this rapart, 4S (12142 mrn) wide, OW tie 11PO et! parallel to 3111 S OW shall he tastsnedrritfi W 11 atrplred to ttt* 0WIM With bWOd 4dgae, The wal &d shall be fastened to fwk 11fM rdnlmum 1-Ittttaltt- ilig (E5.4 urn), No. MuM i-TONXIM AND GWOM tI� [angl r). (9.15 mm) shaft ll a 1 a.�138-I�ch (11.1 mm) head diameter], ahrdtlhed roofiria aft. 1alA krches- (44.5 rum) $-1S, 5-12, safi-tappfrcQ screws Spaoed a trlerdmlori of 8 ktot�s (1S2A mm) on oau�r. All boarrd jests 09 be tapdd and hied laing Wet 7/18r t- or 1/24w;IHMunm 01.1 writ or 12.7 tthri} MO$ at a makitnurn of 4 Inches (101.6 with joint =APOartd. Fastener heads etraB be cowrod rrtdt jW MT) on calux at board edvs ,and a rllaodlnum of 7 itdies 077.8j on center at lntermedlah� 4.4.2 $Wei Fraaling,, Knimum 3s/Ir4ncit ($iV mm), No. i studs MV top and bdwm plates. The nabs s31ad px%M a minf- 20 941115 10.03H kx,11(0,91 mm) thick] steel framing. Skirls shall mum of i inch (2S 4 mm} lift studs. A vroia*iter-restom men. brave shag be applied Darer the atwstttinp. The lotto arnd Wg coating be spaced a rnaxlr= of 16 incites (40i 4 molt) on center. are then plied as tncribed iR Swoons 4.0 and 4A of this report, 4.4.3 G corn t� p ! apenttrl ohall be framed wilt minimum No, 20 op 191=9 kx>xh {(191 here)] MOW. 4.3.2 a brarinn Ffire-re9#stixs >4 xlabff 4A4 4 Eduriorfintab; Una layerd mWmum a/g-tnch-NA (127 ibis sswrribty is porrnimad to be used on nanlvad-being wads, 1,111mi gypsum shaathinp aimed to ft katrring as ftcribed In 4,3.2.1 InWor Facile: One layer of s/s-(m h.1Mlds (15.88 mm) Section 42 of ibis report. Com#not she0fig, such as Mer- board, Plywood, slrientsd strand kwd oral foam pea k sera!)! mot Type X gypsurn wallbaanL mrop ing with ASTM C 96.95b, shall be Used. be attached to nominal 2-WA-by_4-rnt1 (50.8 rum byr 101.E mm) wWO etude with 151s-Inch-iong.(41 mmra), ©olward2ed st* cup- 4.4.$ Stud tit ftr 1�-11 iibe ' •f• ,- rDld6s ti kDCr NON ba 3519 irCim tread $y}taum WMI)oerd reaps (0.30-Inrdl (7.82 MM) head diameter, (MI mro) thick srcau be sized tu fricficn-fit beh"en studs. 0.010.14M (0.234 mm) stwk diarnetor] t;pilc g a mwdrnurrt of 5 inches '(203.2 mm) W venter on all stud$ and plates. Stud spapng 4.4,9 Str,cco: tine layer of Pyrro-i{ura SOO vapor retarder, rnmfammd by For#ffibsr, shad be applied over the gypsum shall be a ma)dmum of 19 Indies 1405.4 mot) on center or less and btoeW at 5100t (IS24.0 mm) internix. The jualts and nail heads 3*athetp with Minirntn 2-ir1Ch (50-6 mm) hariRontai weather lap coed n*Arnurn 6-Inch (152.4 mm) verlicat taps. The lath and - shall be corered with paper tape and gypsum eompoursd as de- r greet `gs are far inustr�iian pu pMs grey, ney are ndt inlmnded far use as cerestruOkin dntwnsnts fOf the purpasa at fabricMlon or er4cWn, Wady shall be applied 23 noted In Section 4.0 and 4.1 of this report. s - 3.2.3 Gypsum Sheathing Boart water-r85lsiant core 9yps11n1 board described in Secct& 3.2A 01 this sport shalt be placed hori- 4,5 U8E loft SI EAf1-WAi1 S 5.1.5 Maximum amount at water and olfter.r orTrpgrwen;5 per- s 0111ing shall comply with ASTM C 79-95. P Y r1 mntaily With the tangut facia 9 upward [2-fetal-try-$•foot (609.8 mm by 2438.4 mm) tangue-an"foove board) and temporarily the robo>rring asaambty �ootstruclion details shot ha faeavrad In fir- rnitted. and Cankfldon5 ftt must be Consi&md In Mcmiriiag the actaat amotrits armed. a.2.6 F'aber�aaxd: Minimum -motet-thick 12,7 mm) asphalt- impreQrctttad fterboard shall wmNy with ANSI/AHA A194,1-INS held in piaOe witfl IaalranRtff staples or togging rtailS Solf•tarpping der to obtain the shear value noted in $ection 4,5 �; 01her a5sam- tiles require that Subsdenbating data be Submitted to the bufldim 5.1.5 Cluing irrstruCt6orts. as a rgylular-density sheathing. screws Shalt be used In ternpc,ruty listen the board to metal iram- WOW butt oinfs Shalt be j staggered a minimum of onelr�lt� official For approval. 5,1.7 Cuncarth2te yr ptemcc. 3.2.7 Ptywtd: Cornpfying ptyvfodd substrates Shah be tutor mum 5/1s4rich-#hick (11A mm) piyw0od with exterior glue for .In, M9 spracae from the ad"ta;altm courses and occur dim* Dyer tram- �4• 4.5.1 Interior lard: Minimum 1Jz-b0-thick (12,7 rum) gypsum watlbowd, oomipying wtthASTM C 36-96b. is fasSanad to namirid ti.2 Fcartl t c teatlan shalt tale identiliad In accordance vdtri studs $paned a MWInum of 16 indtes (400.4 mm) art center, wd minimum afa-inch-thlcic (5.53 mm) p4 vruad YfiM exterior glue for The lath shaft be Iled d ape ! over the instlt$tion board and shoal be fastened through the board to wand frarri t wo nun MUM 2dnO-by-4-incite 50.8 trot► 101.E mm) wood studs at 16 inches ( � ) (406.4 mm) on canter. Fasterwrs sheet be 1S/tint-tong (413 mm) cmd"on of Use 7.8 of i11ds report studs spaced a maximum of 24 inches (W-6 mm) on center. Ply- 2-inch-iprMq Ph n10), No.11998 [0.148-Imct1 J3,75 mm) shaft barbed gypum 'onboard nabs fzsftm d to framing at a marcmum 6.0 EVJOE ICE SUBt4MD woad shall comply with US DOC PS 1-95, - 3.2.8 Orlenled Oriented diameter, 0.4384ncb (11.1 [teen) head diamator], Qa mined roof- tree nails or No. eagle [0-( r•inch (11lM mm) mm diameter ] of 5 ill he6 (16Z4 mm) an. center. Gypsurn walibuard shall be placed botfzo Wly or vertically. whh edges blocked. 6.1 Report of racki� M1ad tests in aocardBnCe rri#h A5TM 6 72 Strand Board_ strand board shalltom- ply wain AMmican Plywood ,4ssoc WDn 3pera'hcad0n3 for E,.xposure "Zed SWIts spamd a maximum of a fiches (132.4 trxn) on " OIZ 2 Exterior Fact The weather•resi3flve membrane, 14mtt- by Tastng 100= tams Inc., No, 090-06-M, Dated ,tune 2T,1989. 1, performance -rated panels and tf;a RUC t'S-2-95, �Q s�iafl have a minimum tholes of 7/ inch 11.1 mm ( } canter with a Wniminli 14nch 04 mm penetradun into the wood � Irnm¢Ig. 612012q sue, have a Minimum ld•inch (12-7 mm) crorrrt thick {25,4 mrny fooam plastic. iatPi geld coating shall be appGett u1 accordance Sectlort 6.2 Report of freezing and thaep m tact$, by Tasting Consultants,, Inc., No. 09-06.441, dated' June 1,1W. Ie . width. Stapling shaft be ulilued only in wood s�ilciss ha><inp a mini- wilt 4,1 of this report, 3.2.9 Caulk c latex ealent rraberW sw comply with XSIM G 834. mum apetiftc Crafty of 0.45. The lath be tasterwd to all sleet tonbV members lroirdinum No. 20 gage, OMU inch (O.V12 Marta 4.62 SovarUaiue,,The aftuwabre shaar value Is 190 pounds per 10at (2772,8 i' M) based on a 1:1 Wight -to -width ratio, In drea3 ug- 6.8 Report � eOng omlteathe Inc,teats h 7-059. dM wipe ASTM G 53 b'YTastirig GQnsrrdtarus, nto, ik1. 0�177.459, dated July 3,t.9.1 Wtfa�er-resistlytr Membrane: Tt►a w�itar-resee nt mbram sftdi€ be aiiPmer r*tmum Grade D building s-n- 111ckl uekV IRO, 0-18. 3-12, pUllind, s04- �P4�tf s d a maidrittlmt of 6"(152.4 mm) on comer to ail horning. The Ding t?fe tlniforttt Hufldlnp ode, tot sbrixs in Sdisnlic Zt►ttes 3 aird 4, the allowable shm is 11ttbd to 95 potkads per foot (13135 is, ion. . •6.4 Report of tVAmse load In accordara with ASTM E paper pdyinp with federal Specification UUB a90e (February ,1968) or scmws shallpiilem,nang at %as1�1/+� inch (US teem). Tim wire Rabe 00 be applied vOht rohna t�rCtr (F5A mm) end Laps and Wm). 72 trio Testing CoCtsultartts, lr�., No. 05-05-14t), dated May 31?, 1989. asFW-saturaW rag felt corsiWma with IIL Standard %-A. A vreather-resleRrre rnprtlbrana is requfrad averaa sublstrates aiocept sidelaps. The meW tam shaft be apptted va mitrinum 11z-incto (12-7 mm) sIdI ps and 1-lnoh (25.4 nim) end lads, 4.6 NISCE"NWUS B.6 Report of fzmihsc�le fire-resislartkkr in arriordance wide far foampfasHc board, wham toweather-tesisth�e memkw* is pemmed to be over or underthe board as naW in Se0on 4.1. Tire+ . Weep screeds ate Irstalled 4the bottom attha read A mW=In c4 4,6.1 iaap64001t RWirr d9tJ: Logo IrrSp$0M shoo be can- ducted when tegtrlred by► the appikas code. 'ASTM E 119, by Orneya Point taboradflrias% fnc„ Nkx. 9107T-90722_ doO*bw is, i$90. wwther-resisilve nwnh we applIcidon shall complyy wbh the ap- 1 Inch below the 00 Ina, and shag ma* y►b the applra a mt5ada, odal In areas using tare #fr+tifarm BulklIng Bodo, coda rmuimm�s. The screed shag be located a a mmoun o14 4.62 Calttral JafaMx COMMI Joirb are ktamrted as spec isd by ti.6 Report of compt�Ne-strenptln t In accordance With when pWIW over wood -based aheaihin% the weaSher•rasWm Indus (10t.6 mm) above grade and aired altm upped wow to the archltezt, dee;prter at bWdpr, in that oider. lit the absertca of ASTM C 109, by 1l a t m Todamtnrts, WT dated APA 26,19M merribrahe shelf Dist of ak least two layers of 6r4e U building Paper, or one, IAA of EPS as dast'xtheo In Baden 3.2 3 of ft re, clan is the lwildhltg exGsrior, 714 lath. add wwom-masn" men- brfine "M amino Wft wId wag ilVIA Biwa- dataite, aantral jai* cordmTttrd whit CoryNentfQ W dtrea-cost plasblr d�a shale bye Mid, or faints *W br as rtlokW by the #p- 6.7 #�st�tt�r1 dents and t�zaciion& prepared by M�nit part, wN one LMr of Grade D building paper hankie a minlxnurn M and natal,1%-lotto (34.9 rn mj, J-•9wW MM pieaes shad be polemic code. Well. boater resh bm of 60 lrirlVie& WSWW at arm Awt the fWM is expow"At Wkwovrs anti doors, bebop J-1f(G1t dft940s n steal tea =Ned, ( ;] 4.6.3 Curing: Mt�tum curing by topping thefinish(id irratf �ntb SA Report of ktsrbon-arc der Wft in accordance witfl A;rTal � 2S I;drr�dt by LSAIStaft Inc.No, S2-UW, is- 3.2.9 2 Migodfaabourk AN trlw4 screed, ernd k70 m reiniorcl$�- Boles hair host Oval s; ete� pwals and other` pervatratiorm of with Work raqOed for a n*lmum of 48 hauls 40roaling lip- , sued November 11,190t. ment shall be of rosku�rt metal orapprfsvefl plastic substrate surfaces. except for us r'a,-snail aksa be cached, Pin - Tiro b0ginig 5W 9= as oft and as log as ne=.uyr 4.0 INSTALLATICIT 4.2 APPUCAMIt OM $OLIP 11AC1t9hi(3 to mm cbmant hydmd n. 54 OPOFt of nomoaorrikWbdlty U& In accordhva wt n ASTM E� 185ti, try► d'OIr4l�borxtories, icic., Na, 9091-93222, dated # 4,7,1 FibBrbO -Al nimurh 1t2`ir[ h4t**(lZ7 mm) MWboaM 4.6.4 8offl&ToWpIy&%naWdoW$th0=gN1&W A4ardt 17,1992. ilea t#xCarlar a�tlerrddotisrmaatkrg shaft be frpp118dtry Irand-trole+el- W or rl AdIrtia•sprapfrtp in vole or two at mWm m e s�hh►g b4 instaflvd dtt�ty ow tread or steel 1'ifarrtlrrg ced a maxima it of 24 inches (W9.6 mm) art t AU wells kldorced with "W lath eomplyhlg with $00M 70;3.e 4f the 1 B95 Fad lkle gold nett Mffg ode of Us ap#lliraGit; model btliidfirtg 6.10 Report of Me Usts, by Rw Labia, ft,m h ft,No,, 14nch (OM I'ttm) tti*ibas,.Ths fade stroll ba ambeddad in the tuft and attari be tompieteq aovor�ed. Tha scooted ff pro+�ded, shall 1w shall be braced in act:ottdat ea wfth a 00able coda The fiber- t4Y ply tirlltt cx3rroibr►-n�sl8tit board be held In Wde. Metal U?,ttt trite nkv shay carq* Mth section 703.6 of the DVMIryy Coda, or apptiaabl4 mode€ buildin mda, exc*111re fw*er length shaa be hnesed by the #J of tl* sub. •92, 43W December 14,1982, and amended December21, 1 - aQpbed wttkdrt sau eri dayfs afterthe firs#r,gaL hiliafirlcotld Cb�is staples, r �irg Scrm. A to ur-Metre nal�, or slalf-Rp sugsL 8.11 Report of flm l by Row Labcrsiorfes, Inc., No. not tit Wed within saran dam a bondhlg admNv, a mpift membwe, as dewrw in &action $2.10, shalt beapplim overthe • ' , d38 9-99. dated July 23,1993. w>1ht MRWY Specification W-6-19235, shalt be be brushed or sprayed cat the Wag ba'ee coatvr shoe be added to the finish Derbaalt The 10 Shall be "ched to the studs throlugli ft wM to d far w ssad described skiftnboards tt� ri 4.5.6 Sft for slitdepths of a kxotes 0 coating and lath M led onr any subsume, l►rovided the r .. 8.12 ' Report of ft tests, by Rarridsob Labaakodes, , inc lfa cast mix prier to appgctdact. Gorresfoa-ras frt fastener$ for 1att1 la Sad[on of apart. e edp ku Ia1f1, ve er membrane, and substrate are filed t3�g1 ,dated December 10.1993 a#tachmant 1 penstr� a t kftum of 1 torch (25.4 onto) into Do pt4ww wJ1h sineds. In 4K substrate suam 09 be in is cordance toilet W report, Sifts with depths 6.13 Aeports of toll -Soma in accordance with wood framing. Flashing, climax rarrifo oK teat, tail trim and weep screeds Shari be wed as strawn in Figure 2 of this r The g o4vdlaeid and this coWN appllad as db$r~r hr ed in SeWan 0 of this report To apply the Magna. Wal system over am frarnkq Imo' (15Z4 mob) shai have sdid wmld or pfywraad so as.7he sub.- strafe shall be fastened ka al:cclydb¢tae with Table G02.3a of the 19!95 ASTM E 119, by Cn NO Ubordorlas, Frojed no. 9071- 413 and Project no. 9075-%M, toted February 1 % mating shall be applied at an>f fair t> gierahtres betweon 5PF good 120OF (140a 0 and 48,1}°fa) byappiic,,m appro+led by Magna mum No. 20 mete, t1.0850 inch (0.312 mm) titidr), UA Is nmvd 'to framfoo uslag No. 8.15, 8-12, partheM, self-tapptng screws One grad Two Farrrlty UwwreOitg Cade orbhe appilt�bfe mode! boik*q =&. overwhtch a donrble layer ail a weather-resiagve 19%, and Alayr 5,1 RN. respe0*. Wall, Irto., After applic don, the coaii>ng sha$ be protected. from aced a maximum of 6 tnohes ) � (152.4 mm) ore aeittarr. Is applied. The v MOT -rep Wit membmm, caednp, lath and op. 6.'E4 E�pbrt of water perletradiarl fuels pf wall panels Condtxted In fredng air iempezatures dur4 the infest sEx flours of whhig, A 4.22 _ Gylp = Sh iatfl6eg+ Nnirtt m 1h-Indt %ck (12.7 rum), WADI EPS board shah be applied in a=rdnoo wtth SWItli s.4.0 w�tl AS1kf E 331, by $outhwast Research Insttdzth accordance l WIh75313�2�, 1, b F$bnlley 199b, waattter-r9s<st % rnambram is ift"e3 as set forth in 5$GWo waiter-mlstartt cars, Burn drddng shO be died dfr@Wy and 4.1 of this report 3.2,10 of this report VWKLm the omWg Is jotrtt3b4ed. an Mall On card. as noted In Fiquure 3 of this report, dW be pWdW on thejab- on wow orstect framing with studs spaced a maxtrntin at 24 hxb- es (t309.8 mm} on €ertGer.'i'lre gy�urn Stie9d17iitQ site! be fastaraad 515 Letter fmom Omega Paint Laboratoriessigned ary Priest, dateft Edawretnber 18,1gg9, indicatbtg that; extruded or eac- d or m*- she with the name of tfte applicator and the prmiml to be used, ter#- fore arty vrtather-reslsttvs membrane or a Wior sheathing is to woad heft with mbtmurn 11124nch-lamp (38.1 wart). 140,11 gage [0.148-irldt 975 mm) SW damMr, 0.43&4Wh (11.1 Han) 6.0 IOEIMFICATI(M paneled Potyslyrene, pdyttratime or pufyfsccyanurote insudathon UM be used wb the eke-resiazAta asumbties mated in SeWon 4,31 4i*Wed. Also, see Won 74 of t)ds rgorL hed diBt'itell3r] gal+wbn d too(ft14 nabs or No, 16 gage 5-1 Thee f3Gfory-prepared mix Is dolkred to the jobsita in water- of this report. 4,1 APPLICATION OVER OPEN FR1iMUt8 (O.0525-inch 0.39 rpm) Mdiameter] gaiwiwi staples spared a nya:sirnum of 6 inches (162.4:nm) on c at the edges and at resisdv1 bags with labeta bearing the kibwig Infomx6or>r 6.16 Letter from Tasting , �1 The v�thar-r�isfive mefr>txatta describedut Section 3.210 of ift#armerAats suppa�. For steel t�rrixtg, rile shaattting s?iap b8 aL- 5.1.1 Nam and address of manu,tacturef and the k9orw Evadu- stlgn,Service report number. Callahan. dated September raga dkrp die spedtic graduity of i�islsirtdler and IN Type of f2�tenefs used in #ba 10ad ta51s. ttris�report is plated wee open wood or steel lraming spaced a maok- Cached to No. M gape (0,0369-ivft-thick (0.91 Mm)l strod Studs irmrum of 24 inches (eW,b mm) on owtar. MI k14, in accord- with No, 4-18, 8-1P, panhead. l-hndriorvp (NA mm), sNf-t4ppin¢ 5.1.2 lderil"Icatfon of trml wmats. ance with the amlicable, co& sitalll be hhaaNed. Square wail coo saews spaced a maxlTnum of 10Inches (254.4 mm) an center to 7.0 iCONDITWNS OF (ME Hers and parapet wrners shall be omred wdh metal corner all frambV members, A we Ow-resistive membrane stml be ap- 5.1.3 Wee M pl padkVd roux. reintorcemGnt.for round wag and parapet tourers, metal comer w Infomerrmt is oplipnw. See Figure 2 of this mpork 7W foam plastic plied over the uypB= she*lrg. The metal 0 w4 clardin SUN W as described in Sections 4.0 and 41 of this re p(ut, Foam plastic = 6.1.4 8to%a instructions. That the Magna Wall Fiber reed 34=0 System described in this rapdtt tompties with at is an acceptable Cemate to systems eHl NER-459 FOR MAGNA WALL N.t.5. 7 sr [9 C 19 DOTES `s 4 a a C C C L C L C c t a a a a C O w C N E V O F_ U U LU U CC 5 12/12/2000 t II nntrolted) Y ISSUE 1=0R PERMIT t�nc'�°Ocl W Q4 12/21/2000 BID SET 3 08/12/99 PRELIMINARY BID L 0 2 01/14/99 510 SET REVIEW Q 1 06/18/99 OWNER R=-VII=W Rev. No Date Issue History 41 FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 5TONE5ROOK II at 5ANFO=1rw1",CIL Afr-F-5 �. APARTMENT5 vae 06/18/99 CITY OF SANPORD FLORIDA rra 3659-40 MAGNA WALL HR PROTECTION AF(o.03 U FILE: 365T(M PI.oT wAx: 12' =1' -0' LAST Pr.aT: am j C E E F I � n 0 In • w 0 0 cu 00 CU r Q w I— R 3 R LD Q as x w w 0 z _ z H N F Q 1 ry w �o w U Q J n NOTE; A. ALL GYF'9UM BOARD JOINTS TO BE TAPED AND ALL JOINTO & FASTF_NF_K HEADS To DE TKEAT€C) W1 JOINT COM rOIJIND, D. K-15 DATT fN5[1LA-nON MAY 13E 5U]! T1TUTr:P FOR R-11 j3ATf5 5I•IOWN ANR1OR 1f2" FOAM 130ARD MAY 15E APE'LIED OYER WOOED 905TRATE FOR IMPROVED THERMAL RE5I:5TANCF - ONE LAkYER GRADE 'I)" KRAFT PAP"Sk MAY DE USED UNDER FOAM WHEN PERMITTED 13Y LOCAL CODE, C. INr CYf'..I3OAKD MAY BE SUP5TITUTEO DY 5162 THK, W.R. l`aY1'SUM DACKINO E3OARD (AwSTM C-6W-92) OIZ OYF5UM YFNEER PA5E (ASTM C-588-92). P. SEE DATA ! iHEETS FOR WIND INFILTRATION VALUE, E= ALL. FA9TENER5 TO PENETRATE WOOD FRAMING A MIN, OF I". &W #SIN. THK. MAGNAWALL aTucco 20 GA.. 1" GALV. STEEL I MW! X4a 8NO' OF,�flt�E� [=ASI IC OR PLATE5 AT ALL f'ANEsL .76 VIAMOND MESH E POE5 S.F. FULLY EMBEDDED ir�To �7uCCrU . MIN. 7t16" 10LYWI). Ott HORIZONTALLY hl'PLIi<R O1wEENTEI STKANT? BOAR[) MIN. BIB" THK, TYPE `X FA,5TENED TO WOOP FKAhMING W1 MIN. 1 V2" LONG 11 C-06 SHAFT r MIN. 6UD COATER NAILED 5, PIA, NAILS Olt 16 GA, GALV I 17I$" LONG W11/+�" VIA, �af'AtCF37 �i ° OZ. 0HEADS 0 r 04, TO STUDS. EDGES & 6' 0Z. 0 INTERMED. ( FLATES AND OLKNO2, �aE1Pl'OItT'F I), I • I 21-AYEK9 GRhRl~.'P' MIN, K-11 5ATi` 114BUI- KRAFT PATER, DEE NOTE 5 ills •t . -rYPICAL WALL SECTION S" =1' -©° ONE -HOUR PI ?,ATED CONSTkucnON OUTP,IPE SU R FILM = K OA7 �TIMATF0 I , ' s !t 0,45 WALL PETAIL FOF X--1113AT iM�1�E �i�w m � 1,�.�1 t:r�l=P.GY ONE -HOUR FIRE WALL CON T. VALUE INSIDE SURFACE FILM e RK P1�SENTEt) DY: • ARCHIT5CT5 MAGNAWALL, INC. NOTE DOO K F0. x 47, o -" 1Tx 7$006-0&47 SOFFIT TRAN51TION 5" M T-0' 1 __ 5/6" MIN, THK. MAONA4WALL STUCCO 20 GA„ 1" CAL: STEEL WOYEN WIRE FABRIC OIL MIN.1.75 DIAMOND MESH 5,F, FULLY EM15EPPED INTO STUCCO f THK. FOAM E SOARP OR C1T F-K AFFROVEID SUI33TI-ATE PI:TWD., HARDBOARD. jr METAL ENCLOSURE WX 6HFEI'90CK OK OMER SOFFIT MATERIAL 5 H 0 T � Ktt�°,F71'AF'ER SOFFIT $f8" MIN, THK. MAGNAWALL STUCCO 20 CrA.,1 : GAtLY STEEL 1 LAYER GRADE T' W9YEN WIRE FABRIC OR MIN.1.75 DIAMOND MESH K.RAFT I AFER S,F FULLY EMBEDDED INTO 5-rLjcCo 1" THK, FOAM MARD � Ott OCHER ArrROVED v^•• SU69TRATE , MFTRL CORNER. BEAD 5PA LONG I nN OFF I NOT� . �EE-GODJ�, r(,E,K. itilrF't}Rr & 3` = li"Ou 3TUCT; CLACS, FOR NAILING = 316" MIN. TH)L MAGNAWALL STUCCO ZO GP.+.,1" GA+LY, STEEL wo YJ1RE FADKIO OR 1 LAYER CKRA[7(; 'D' MIN.1,75 DIAMOND M159H SA' FULLY EMDEPPED INTO 9TUCC() V THK FOAM OK OT[ TIE, APPROV P METAL 00KNEK LWA(D NOTES:. DETAIL. FOR SUGOESTEP PE (AILS FOR ILLUSTKAMON ONLY, 5EF TYr'ICAL WALL:0ETAIL5 POR ONE-HOUK FIRE MALL CON T. A55EM.5LY VAF UAT'ION5, ARCHITECT PRF-5• rN%P 6Y: NOTE300K MAONA'WALL, INC. FO° 6 X T1 7600e-0647 647.j 3020W P 515" MIN.'1'HK. MAGNAWAI.L E I 9TUGCO I I 'J' METAL ENCLOSURE 20 0At.,1" GALY, STEEL I'LYWD. 0,5,8 OR 01-hu, EWECIFII;D SHEATHING WOYEN WIRR'= F"A3KIC Ott I I 316" MIN. THY, MAGNAWALL I DE3L.70P PLATE MIN,1.75 DIAMOND MF5H I 57i1CG{l I $.F. FULLY F-MSEPPED '! FLASHING I INTO CITUCCO I 20 Oft„ 1" OALY. STEEL 1" THK. FOAM 00AK9 WOVEN WIRE FABRIC OR I it-•11 BAIT INGULA TION Olt OTH) g Af"DYED 5U55TPJtTIE I MIN. 1.79 DIAMOND MESH I POUDLE 3,F FULLY EMDESEDOED ONE IAYFR 15�: FELT OR ' CE [) INTO STUGC;O 2 LAYERS OKAf3E 'q` 1 01-IRAPET 1l2' GYr', DOARD 311 ` V I WOOD HEADER 5LO" 618" MIN, THK. MAONAWA+LL �' -0-- DKIF FLASHING 97UCCO 20 GA,,1" GALY, 5TE FL FLYWD„ 0,5,0, Oft OTHER WOVEN WIRE~ FADRIG Olt 5FECIP17P 51,1EATHING MIN.1.70 PtAMONV MESH D.F. FULLY EMOEOP50 ,INTO 5TUCCO r 14A[L-t)N" WINDOW UNIT 1" 1'HK FOAM BOARD OR OTHFR A'rmovED OU55TRATE r I ONE LAYER FELT Ott 5INGLE FACEP V THK FOAM 50ARD OF, r 2" X WOOD STUDS - 2 LA'fEK6 CSKAtL�E 'E7' KA KRAFT PAPER PARAf2ET OTHER OTHER ArFROYEV OUE36TKATE � I 024�` O,C, (MAX) , 1 LAYER OKAPE IP' K"FT I'A,MP, 516" MIN. THK. MAGNAWALL I 112" MIN, ANCHOR BOLT STUCCO I E5M'TifJM PLATE 'T FLASHING METAL WEE? SGREEP � � �4 ROOFING & DECK FILLER BLOCK FLhSHINEy N OTFa: w RETAILB FOR fLLU5TKATiON i WOOL) Fr AMINC7 5E1= TYR WALL •SEC: C10N5 FOR A56EMDLY VARIAT[ON5, - ROOF OR PECK WALL SECTION DETAIL FLA5HING 3" -1'-0" ONE -HOUR FIRE KATEP C;ONSrRUCTfC OUT51DE 5U F FILM TU � FFC M R R 0.17 OA6 ESTIMATED$ WALL DETAIL FOR NOTE. : PETAI L FO RV = R-115ATI SULAr10N = R R 4.5 1;1- ENERGY VALUE ONE -HOUR F( E WALL. ON T. 5UG0ECpTtD PIrT`AIL5 FIR ILLUSTRATION ONE -HOUR FIRE WALL CCNOT, 112" GYP, 3D. R pp,4 ONLY, 6E15 TYPICAL WALL' DETAll-S FOK IN61177 SURFACE FILM = ,R O.6& � � %. AS51=MI3LY VARIArI NO, AF CI^IIT OT f'tt�SENTE[7 i3Y: MAGNAWALL, INC. At�'+�HITI�T -, PRESEh4TEI) BYt . MAGNAWALL INC. NOTE1300K V10. 54x 84�,13OERNE � 780076-ow punut=, rAnn% AiA- i�i NOTE1300K I'O, DOX e4a` I3C)irNE, Tx. 7i500670647 PHbNR: (6bb) 625-4581 N.E.R-�'59 DETAILS� H N.T.5 A t 20 OA, 1" GALY 5TI=E WOVEN WIRE FABRIC I MIN, t.7r� PIAMONP M 5.F FULLY EM13ErPPEE INTO 5TU= 518° MIN. THr.. MAON STUCCO 1" THK. FOAM 130API) OIL OTHEK AFFR&ED 5U59T?,ATE. 5/5" MIN, THK. MAGNAWALL STUCCO K-1113ArT IN61JIL nON CONTROL1EKPAN, JOINT— (HORIZ. OK YEKTIC,AL) V THK, FOAM 00AKP --R OR OTHEK A?"V/ED ' SUesrRArE. 518" MIN. THK, MAGNAWALL STUCCO WOOD OF, METAL FRAMING 1' THK, FOAM BOARD •-------- Ort fYf3-IEK A rritoyED 5U[35TP.A7E, • GOKNEK AID CORNER -- -� f ROUND CORNER CONTROL/ EIPAXNSION JOINT SQUARE CORNER KEINI'ORrEMENr -�a PLAN SECTIONS NOTE5: PETML FOR BUCGES'I'ED pETAfLS FOK ILLI,15TiZArIClN ONE -HOUR F1l� WALL CON�T. ONLY. SEE TYFIGAL WALL DETAILS rOR A55EMOLY VAKATION;S, ARr� Fi 1T�C� i'R)~SENTEI7� BY: NOTE1300 K ]PC. 6 X a47, o %k INC. 7woo-o647, I'HONE: (WO) 6264M �5rf±"y�M. M. THK. MAGNAWALL I WOOD FKAMINO '5HOM TI)MIN. K-11 t3ATT EN6UL. WOOL) FLANT-ON [NSTALLEO Wool) OVEFOAM INTO NAIL THftC- MI {� LANT-ON FOAM INTC1 FRAMING 1" M1N.. CrAULK`G. & PLASTER GROUND NOT REL21.1IREP. ffXP0!3E[)) 20 GA.,W1' GALY, °STEEL WOVETI KE FA 6?JC Or, MIN. 115 DIAMOND MESH � INTMOR FINISH S,F FULLY EMBEDDED INTO 51rUCCO 518" MIN, THK, MAGNAWALL 5TUCC0 ENTF1£ICtR FINISH R-11 bATT INSULATION FOAM PLANT -ON INSTAtLLEP 4YEk FG W I31?. NAIL WI I FOAM 6TUp To {OLD IN PLACE N � UNTIL. Bi�UcCt7EI), PLA TON. P° THK.'FOAM E}OAKR OIL OTHER "PKOYED WOOD FRAMING SHOWN S U L35TItATE 3 °S!9" MIN, THK. MAGNAWALL $TU CCO INTERJpR FINISH R-11 SATr IN1511C.AMN FOAM PLANT ON. NAIL W1 TO E(A STUD, 1(" MIN$f'IKE r FOAM WRAP W1 FI13F_RGLA55 FOAM MAY t3E SKIM COATS FLANT-ON'. COATED FOR C:[�E.R'firp ��"�. DETAIL (SHOWN). 20 GA., f GAtLY, 5TE€L Wt�OE7 F't AiytIMC aHC d WOVEN M" FAB11t1C OK 1 MIN.11.78 DIAMOND MESH SA FULLY EM"DI)FI) Ih1•TO STUCCO "LAN 5ECTION5- NOTE5: [TAIL $UGGEaTEP DETAILO FOR ILLUC7TKATION FOR ONLY, SEE -nrrICAL WALL DETAIL5 FOR ONE -HOUR FIRE WALL CON T. A5915_MBLY YARIATION8. PKE5ENTEP 13Y: T ARCHITECTS MAONAWALL, INC. . NOTE1500K Poobox moo, 50EK 4i 7WO6-os47 = 114 ft E N II• NOTES 1 4 z z S C 1 i 2 Q C 4 C Q C i c a C i 0 v Q s V Z U S U Q 5 12/22/2000 r Iny conuoll� ISSUE FOR PERMIT"o ool 0 4 12/21/2000 51D SET m 3 08/12PBS FISSLIMINARY BID 2 01/14/99 51D SET REVIEW LA 1 06ASPBS OWNER �VIEUI No Date Issue History 11 FUGLEBERG KOCH ARCHITECTS ` Orlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 5TONE5INv0^ I atSANFORD APARTMENTS CITY OF 5ANFORD, A 3659-40 MAGMA WALL I HR PROTECTION AF(o.04 NER -459 10 ,,..,nsermea ,e.,W. 12i m w.m. E F .. o 0 Iw t F— o 0 CU co ry •I � ' w ' Q Q 3 LD ry m x w ry w 0 1 .; z - z N Q V - ry 1w n 0 U �w U Q n o Q5 12/22l2000 ISSUE FOR PERMIT A a :I i U i O Y rn Design No. P522 0 NOVEMBER 29, 2000 y Unrestrained Assembly Rating -1 Hr Finish Rating - 25 Min (See Items 3 or 3A) 3 B C3� t i ., s.o-a r w E U O f.............._.. .............. V 3' .. /' 6: C .t�5l3J L`Kr 11.L-�l c N 91Gern� :e::lnsula.4iarr. Tidacemenf ° JIy{y{J m 1, Roofing System* Any UL Class A, B or C Roofing System (TGFU) or o Prepared Roof Covering (TFWZ) acceptable for use over nom 15/32 in. g 1 thick plywood sheathing. Nom 15/32 in. thick plywood sheathing , secured to trusses with construction adhesive and No. 6d ringed shank nails. Nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may substituted for the 6d nails. 2. Trusses Pitched or parallel chord wood trusses, spaced a max of 24 in. OC, fabricated from nom 2 by 4 lumber, with lumber oriented vertically or horizontally. Truss members secured together with 0.040 p in. thick gals steel plates. Plates have 5/16 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs facing (� each other (made by the same punch), forming a split tooth type plate. Each tooth has a chisel point on its outside edge. These points are i diagonally opposite each other for each pair. The top half of each tooth has a twist for stiffness. The pairs are repeated on approximately 7/8 i in. centers with four rows of teeth per inch of plate width. Where the truss intersects with the interior face of the exterior walls, the min truss depth shall be 5-1/4 in. with a min roof slope of 3/12 and a min. area in ' the plane of the truss of 21 sq/ft. Where the truss intersects with the interior face of the exterior walls, the min truss depth may be reducedEr to 3 in. if the batts and blankets ( Item 3) are used as shown in the above illustration (Alternate Insulation Placement) and are firmly LD packed against the intersection of the bottom chords and the plywood sheathing. 3. Batts and Blankets* (Optional) - Glass fiber insulation, secured to the plywood decking with staples spaced 12 in. OC or to the trusses with 0.090 in. diam galv steel wires spaced 12 in. OC. Any glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, having a min density of 0.5 pcf. As an option, the insulation may be fitted in the concealed space, draped over the resilient channel/gypsum wallboard ceiling membrane when resilient channels and gypsum wallboard attachment is modified as specified in Items 6 and 7. The finished rating has only been determined when the insulation is secured to the decking. 3A. Loose Fill Material* As an alternate to Item 3 - Any thickness of loose fill material bearing the UL Classification Marking for Surface Burning Characteristics, having a min density of 0.5 pef, fitted in the concealed space, draped over the resilient channel/gypsum wallboard ceiling membrane when resilient channels and gypsum wallboard attachment is modified as specified in Items 6 and 7. The finished rating when loose fill material is used has not been determined. 4. Air Duct* Any UL Class 0 or Class 1 flexible air duct installed in I. accordance with the instructions provided by the damper manufacturer. + , 5. Ceiling Damper* Max nom area, 324 sq in. Max sqaure size, 18 in. by 18 in. rectangular sizes not to exceed 324 sq in. with a max width of 18 in. Max damper height is 14 in. Installed in accordance with manufacturers installation instructions provided with the damper. Max damper openings not to exceed 162 sq in. per 100 sq ft of ceiling area. 1 C&S AIR PRODUCTS - Model RD-521 POTTORFF CO INC -Model CFD-521 6. Resilient Channels Formed of 25 MSG galv steel, installed perpendicular to the trusses (Item 2), spaced a max of 16 in. OC when no insulation (Item 3 or 3A) is fitted in the concealed spaced, or a max of 12 in. OC when insulation (Item 3 or 3A) is fitted in the concealed space, draped over the resilient channel/gypsum wallboard ceiling membrane. Two courses of resilient channel positioned 6 in. OC at wallboard butt -joints (3 in. from each end of wallboard). Channels oriented opposite at wallboard butt -joints. Channel splices overlapped 4 in. beneath wood trusses. Channels secured to each truss with 1-1/4 in. long Type S screws. 7. Gypsum Board* One layer of nom 5/8 in. thick by 48 in. wide boards, installed with long dimension parallel to trusses. Attached to the resilient channels using 1 in. long Type S bugle -head screws. Screws spaced a max of 12 in. OC along butted end -joints and in the field when FUGLEBERG KOCH ARCHITECTS no insulation (Item 3 or 3A) is fitted in the concealed spaced, or a max of 8 in. OC along butted end -joints and in the field when insulation (Item 3 or 3A) is fitted in the concealed space, draped over the resilient channel/gypsum wallboard ceiling membrane. Orlando CANADIAN GYPSUM COMPANY - Types C, IP-X2, IPC-AR. 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-05,95 UNITED STATES GYPSUM CO - Types C, IP-X2, IPC-AR. YESO PANAMERICANO S A DE C V - Types C, IP-X2, IPC-AR. I S. Finishing System (Not Shown) - Vinyl, dry or premixed joint i compound, applied in two coats to joints and screw -heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum wallboard. *Bearing the UL Classification Mark 5TONE5NVCKInn I I a t 5ANFO'�a, APARTMENT5 Data ia6/18/99 N CITY OF SANFORD FLORDA pro,. 3659-40 I UL P52 2 UL�.. N.T.S _ 1 HP.PROTECTION AF6.05 �' i o r UL TEE CE I ING5 1 3 4 6 8 9 10 FILE: 3659F6.m5 Mo w.Au: IT: V-0' LMTMar: j, m 5 I (U A E3 D I� k F ..j I G GENERAL NOTES I. IT 15 THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE ANDSEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. 2. DE51GN LIVE LOADS ROOF 20 PSF ELEVATED FLOORS 40 PSF BALCONY 60 PSF CORRIDORS/LANDINGS 80 PSF STAIRS . 100 PSF 3. DESIGN WIND LOAD IS 100 MPH WITH SHAPE FACTORS IN ACCORDANCE WITH THE 1991 STANDARD BUILDING CODE, SECTION 1606. FOUNDATIONS 1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. WHICH SHALL BE VERIFIED BY A FLORIDA REGISTERED GEOTECHNICAL ENGINEER PRIOR TO THE START OF WORK 2. PLACE FOOTINGS/SLAB ON COMPACTED SOIL. FOLLOW RECOMMENDATIONS OF SOILS REPORT. CAST -IN -PLACE CONCRETE 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, HAVE A SLUMP OF 4" PLUS OR MINUS i", AND HAVE 2-451. AIR ENTRAINMENT. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6" LAP. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 316-89. 5. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315-80. 6. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE 15 PLACED. 1. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC., NECESSARY TO SUPPORT REINFORCING STEEL. S. ALL SLABS SHALL BE POURED MONOLITHICALLY, EXCEPT FOR REQUIRED CONSTRUCTION JOINTS. 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3"--------- CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1-1/2 ALL OTHER CASES. 10. HORIZONTAL SLAB BARS SHALL BE BENT 1'4" AROUND CORNERS, OR PROVIDE CORNER BARS WITH A 2'-0 LAP ON EACH LEG. 11. MINIMUM LAP SPLICE ON ALL REINFORCING SHALL BE 48 BAR DIAMETERS. 12. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ENGINEER WOOD CONSTRUCTION 1. WOOD CONSTRICTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL WALL STUDS AND MISC. WOOD FRAMING SHALL BE N01 SOUTHERN PINE. STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: THREE STORY WALLS. FIRST 3x4'S a 16"O.C. (U.N.0) SECOND FLOOR 2x4'5 9 16"O.C. (UN.0) THIRD FLOOR 2x4'5 9 16"O.C. (UND) ALL NON -LOAD BEARING PARTITIONS SHALL CONSIST OF 2x4 STUD$ SPACED AT 24" O.C. 2x4 STUDS DO NOT NEED TO BE DOUBLED AT THE FIRST FLOOR FOR NON -LOAD BEARING PARTITIONS ONLY. , 3 'PLACE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF ALL ' STUD.WALLS. , 2x SOLE PLATES. At THE EDGES OF SLABS SHALL BE ATTACHED TO THE SLAB WITH SIMPSON_MAS MUDSILL'`ANCHORS (WITH 6 10d NAILS) AT 4'-0",O.0 At INTERIOR STUD WALLS PRbVfb 1=1TNER HIL71_DNI12'(WITH 2 /8"'LENGfH, 5i" 64 THICK WASHERS) POWDER DRIVEN FASTENERS AT IV ON CENTER, OR 1/2" DIAMETER HILTI KWIK-BOLTS (EXPANSION ANCHORS), WITH 4" EMBEDMENT, AT 4'-0" ON CENTER RED -HEAD FASTENERS OF EQUIVALENT SIZES MAY BE USED. ALL OTHER SUBSTITUTIONS MUST BE APPROVED BY ADVANCED STRUCTURAL ENGINEERING PRIOR TO INSTALLATION. SEE THE SHEAR WALL SCHEDULE BELOW FOR SPECIAL SOLE PLATE ATTACHMENT 4. 6TUD5 SHALL BE DOUBLED AT ALL ANGLES, CORNERS AND AROUND ALL OPENINGS. AT SHEAR WALLS. 5. WOOD LINTELS OVER OPENINGS SHALL BE AS NOTED ON THE PLANS. DOUBLE WALL STUDS (ONE STUD BEARING, ONE STUD FULL HEIGHT OF WALL) AT OPENING UP TO V-0", FROM OPENING V-0" TO 5'-6" PROVIDE MINIMUM TRIPLE WALL STUDS (TWO,'STUDB BEARINGS, ONE STUD FULL HEIGHT OF WALL). FROM OPENING 5'-6" TO 1'40", PROVIDE FOUR WALL STUDS (TWO STUDS BEARINGS, TWO STUD FULL HEIGHT OF WALL). NAIL STUDS TOGETHER WITH 16d NAILS 6 12" O.C. EACH PLY. 6. WALL SHEATHING SHALL BE: (SEE SHEAR WALL SCHEDULE BELOW FOR REQUIREMENTS AT SHEAR WALLS.) AT INTERIOR WALLS PROVIDE 112" OR 5/8" GYPSUM WALLBOARD (SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS) EACH SIDE OF STUDS, NAILED WITH 5d COOLER NAILS AT 1" O.C. (USE (od COOLER NAILS FOR 5/8" WALLBOARD) AT ALL SUPPORTS. PROVIDE SOLID 2x BLOCKING AT ALL SHEET EDGES. BLOCKING IS NOT REQUIRED AT NON -LOAD BEARING PARTITIONS. AT EXTERIOR WALLS SHEATH THE INTERIOR FACE OF WALL$ WITH GYPSUM WALLBOARD AS NOTED ABOVE FOR INTERIOR WALLS. SHEATH THE EXTERIOR FACE OF WALLS WITH 1/2" C-DX PLYWOOD (OR 1/2" 0.5.8) NAILED WITH 8d NAILS AT 6" D.C. AT ALL EDGE SUPPORTS, AND 8d NAILS AT 12" O.C. AT ALL INTERMEDIATE SUPPORTS. PROVIDE SOLID DOU5LE'2x BLOCKING AT ALL SHEET EDGES. LAY UP ALL EXTERIOR WALL SHEATHING PER 5HEARWALL SCHEDULE NOTE 5. 1. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 8. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE C-C PLYWOOD, OR 3/4" O.SB., GLUED AND NAILED WITH 10d NAILS AT 6" O.C. AT SUPPORTED EDGES, AND loci NAIL$ AT 12" O.C. AT INTERMEDIATE SUPPORTS. 9. ROOF SHEATHING SHALL BE 1/16" C - D PLYWOOD OR U16" 0.5.15. (24/16 RATING), NAILED WITH 8d NAILS AT 6" O.C. AT SUPPORTED EDGE$, AND Sd NAILS AT 12" O.C. AT INTERMEDIATE SUPPORTS. PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES. PROVIDE SOLID 2x BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE. 10. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY. 11. NAILING SCHEDULE: CONNECTION COMMON NAIL NUMBER OR SPACING SOLE PLATE TO TRUSS OR BLOCKING 16d 16" O.C. $TUD TO SOLE PLATE, TOE NAIL 8d 4 DOUBLE STUDS, FACE NAIL 10d 24" O.C. DOUBLE TOP PLATES, FACE NAIL lod 16" O.C. TOP PLATES LAPS AND INTERSECTIONS 10d 3 TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 BUILT-UP CORNER STUDS lbd 24" O.C. STUDS TO 501.E PLATE, END NAIL 16d 2 12. WHERE WOOD BEAMS/HEADERS ABUT WOOD COLUMNS, PROVIDE SIMPSON "HHUC" CONNECTORS WITH ALL NAILS SPECIFIED BY THE MANUFACTURER 13. AT ALL„WALLS SUPPORTING ROOF TRUSSES PROVIDE UPLIFT STRAPPING/CONNECTORS SHOWN IN THE TYPICAL WALL. ELEVATION 1/55.02 PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES $HALL BE SECURELY FASTENED AT EACH END TO THEIR SUPPORTING WALLS OR BEAMS AS SHOWN IN THE TYPICAL WALL ELEVATION 1/65.02 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25% FOR ROOF TRUSSES ONLY) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH AN FLORIDA REGISTERED ENGINEER'S SEAL FOR APPROVAL BY THE ARCHITECT. DESIGN NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURER'S LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTOR SYSTEM PROPOSED. 5. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING SIZE, SHAPE AND LAYOUT PRIOR TO SUBMITTAL FOR REVIEW BY THE ARCHITECT AND BEFORE FABRICATION HAS BEGUN. 6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRU55 MANUFACTURER AND THE LOCAL BUILDING CODE, UNLESS NOTED ON PLANS. ALSO WHERE HEEL HEIGHT ON BOTTOM CHORD BEARING TRUSSES EXCEEDS 11" PROVIDE CONTINUOUS 2x4 LET IN. 1. DE51GN LOADS - DEAD LOADS: FLOOR TRUSSES BOTTOM CHORD 8 P5F TOP CHORD (APT$) 15 PSF TOP CHORD (CORR/LANDINGS) 21 PSF OUTSIDE TRUSSES BOTTOM CHORD 8 PSF TOP CHORD 21 PSF ROOF TRUSSES BOTTOM CHORD 10 PSF TOP CHORD 10 PSF TOP CHORD (AT OVERBUILT AREAS) 5 P5F ADDITIONAL EXTEND 50TT CHORD FOR TRUSS BEARING T-I T-2A AT SECTION 8 AND 10 12 /55.01 CASE ONLY 12 ONLY FT-1 T®2 T-1 T-1A T-2 T-2A T-6A T-5A 12 12 12 ONLY 12 12 ONLY 41 4 4 2.828 4 CST-3 T-4 T-5 T-5A GT-5 T-(o T-&A Y 12 12 3 12 4 3 T-1 CST-1 Tag. T-c3 CzT-10 T-13A 12 ONLY NIA 12 12 12 1212 4 ONLY 4 4 4 �-- 4 4 T-11 T-12 T-13 T-13A T-11A 12 12 4 - 14 T-14A ONLY T-14 T-14A G;T-14 t- 45 I =NC R S1485 I I TAT 101'N0: TRUSS NOTES ALL NAILS ARE COMMON NAILS, UNLESS NOTED OTHERWISE. THE FOLLOWING I. TRUSSES SHOWN FOR GENERAL CONFIGURATION ONLY, WEB FASTENERS ARE ACCEPTABLE SUBSTITUTIONS. THE ALTERNATE FASTENERS MEM15ER5-ARE NOT SHOWN, BUT $HALL BE DESIGNED BY THE SHALL BE SPACED AT THE SAME SPACING A$ THE SCHEDULED FASTENERS. TR455 MANUFACTURER IN ACCORDANCE WITH THE GENERAL SCHEDULED FASTENER ALTERNATE FASTENER NOTES. WORKING POINTS SHALL BE DETERMINED BY THE 8d COMMON NAIL 8d RING SHANK NAIL TRU55 MANUFACTURER- 8d SCREW SHANK NAIL 2• TRUSS MANUFACTURER i5 RESPONSIBLE FOR THE DESIGN OF 0.131 P-NAIL ANY BRIDGING OR BRACING REQUIRED TO BRACE THE TRUSS - ,. , BOTTOM,CHORDS FOR WIND UPLIFT. 10d COMMON NAIL 10d RING SHANK NAIL 3. SEE THE ARCHITECTURAL DRAWINGS FOR ELEVATION$, 10d SCREW SHANK NAIL OVERHANGS AND BEARING CONDITIONS. 0.148 P-NAIL 4. THE CONNECTION OF TRUSS TO TRU56 SHALL BE PROVIDED BY bd COOLER NAIL "6 x 1 1/4" TYPE S OR W DRYWALL SCREW THE TRUSS MANUFACTUROR. 5. VERIFY TRUSS SLOPE WITH ARCH PRIG PRIOR TO 1 CONSTRUCTION. 6t4 ARWALL 6Ct4 DUL SHEATHING 5HEATHING NAILING I=ND CONN EACH END OF LALL 2rd 1=LOOIR CONN EACH END OP UJALL 3rd FLOOR CONN EACH END O= WALL T"l'PE FND SOLE PLATE ATTACH" MENT CONNECTOR FND BOLT-12" EMBED ATTACH TO REQ'D STUDS AT CONNECTOR NAILS EACH END THREADED ROD BTWN BOLTS TO REQ'D STUDS At CONNECTOR NAILS EACH END THREADED ROD BTWN BOLT$ TO REQ'D STUD$ AT FND-2nd FLR 2nd-ROOF 6 2 STORY 3rd-ROOF to 3 STOR FND-2nd FLR 2nd-ROOF 19 2 STORY 3rd-ROOF e 3 STORY DBL NUT EA END STUDS END OF WALL OF STRAP AT STUD CONN DBL NUT EA END STUDS END OF WALL OF STRAP AT STUD CONN DBL NUT EA END STUDS END OF WALL O 5/8" GYPSUM '1 5/8" GYPSUM '1 5/8" GYPSUM 'I 6d COOLER NAILS 6d COOLER NAILS 6d COOLER NAILS PAHD42 N/A 16-16d NAILS 2 2x MAS s 48" D.C. (EA W/ 6-10d NAILS) OR 1/2"? x 4" CS20x40 ll) loci N/A N/A (2) 2x4 C520x40 (1) 10d N/A N/A (2) 2x4 WALLBOARD WALLBOARD WALLBOARD to 4" O.G. 9 1" O.C. to 1" O.C. EMBED HILTI KWIKBOLT (EXP ANCHOR) tv 46" O.C. 5/8" GYPSUM '1 5/8" GYPSUM 'I 6d COOLER NAILS 6d COOLER NAILS 16-16d NAIL$ (2) 2x4 MAS 9 48" O.G. (EA W/ 6-10d NAILS) OR 1/2"? x 4" C520x40 (1) loci N/A N/A (2) 2x4 N/A N/A N/A N/A N/A O WALLBOARD WALLBOARD w 4" O.C. @ 1" O.C. PAHD42 N/A EMBED HILTI KWIK50LT (EXP ANCHOR) c 48" O.C. 3O 1/2" C-DX 1/2" C-DX 1/2" CD-X 1, ad NAILS � 4 O.G. 1 Sd NAILS g 6 O.G. ad NAILS 9 6 O.G. HD5A 5/8" DIA 2-3/411 DIA BOLTS (2) 2x4. MAS ID 32" O.G. (EA W/ 6-10d NAILS) OR 1/2"? x 4" , CS16x40 lll) loci N/A N/A l2) 2x4 CS20x40 ll) loci N/A N/A l2J Zx4 PLYWOOD PLYWOOD PLYWOOD EMBED HILTI KWIK50LT (EXP ANCHOR) a 3611 O.G. 1/2" C-DX 11 5/8" GYPSUM 1 5/8I' GypsuM 1 8d NAILS g 4" O.C. 6d COOLER NAILS 6d COOLER NAILS HD5A 5/8" DIA 2-3/411 DIA l2J 2x4 MAS tv 32" O.C. (EA W/ 6-10d NAILS) OR 1/2"? x 4" C820x4O (1) loci N/A N/A (2) 2x4 C520x4O (1) loci N/A N/A (2) 2x4 O PLYWOOD WALLBOARD WALLBOARD 4" O.C. 1" O.C. BOLTS EMBED HILTI KWIK50LT (EXP ANCHOR) 9 36" O.C. O 1/2" C-DX 03 i/2" G-DX '3 I/2" G-DX '3 ad NAILS a 4" O.C. ad NAILS g 6" D.G. 8d NAILS � 6" O.G. HD5A 5/8 DIA 2-3/411 DIA BOLTS (2) 2x4 MAS 9 32" O.C. (EA W/ 6-10d NAILS) OR 1/2"? x 4" EMBED HILT[ KWIK50LT (EXP ANCHOR) 6 36" O.C. C$20x40 (1) loci N/A N/A (2) 2x4 CS20x40 ll) loci N/A N/A l2J 2x4 PLYWOOD PLYWOOD PLYWOOD O 1/2" C-DX '1 5/8" GYPSUM I � ad NAILS 6 O.C. 6d COOLER NAILS 1-Ip2A 5/8 DIA 2-5/6" DIA (2) 2x4 MAS a 32" O.C. (EA W/ 6-10d NAILS) OR 1/2117 x 4" CS20x40 ll) loci N/A N/A (2) 2x4 N/A (1) 10d N/A N/A N/A PLYWOOD WALLBOARD 111 O.C. BOLTS EMBED HILTI KWIKBOLT (EXP ANCHOR) to 3611O.C. O 1/2" C-DX 43 1/2" C-DX '3 11 8d NAILS g 6 O.C. ll ad NAILS g 6 O.C. ND2A, 5/8" DIA 2-5/8" DIA BOLTS (2J 2x4 MAS m 32" O.C. (EA W/ 6-10d NAILS) OR 1/2"7 x 41' EMBED HILTI KWIKBOLT (EXP ANCHOR) 6 36" O.C. C$20x40 (1) loci N/A N/A l2) 2x4 N/A ll) loci N/A N/A N/A PLYWOOD PLYWOOD O I/2" G-DX '3 1/2" G-DX '3 1/2" C-DX ' 3 n ad NAILS e 3 O.G. 8d NAILS 9 6 O.G. 1 ad NAILS 9 6 O.G. HD6A 1/8" DIA 2-1/8" DIA BOLTS (2) 2x4 MAS a 3211 O.C. (EA W/ 6-10d NAILS) OR 1/2"? x 4° EMBED HILTI KWIK50LT (EXP ANCHOR) 6 36" O.C. CS16x40 (IIJ loci N/A N/A (2) 2x4 C520x4O (1) 10d N/A N/A (2) 2x4 PLYWOOD PLYWOOD PLYWOOD i SHEATH ONLY EXPOSED FACE OF INTERIOR PARTY WALLS. PROVIDE SOLID BLOCKING AT ALL SHEET EDGES, AND AT 4'-011 O.G. MAXIMUM BETWEEN STUDS. 12 THIS IS AN INTERIOR PARTY WALL, WITH SHEATHING ON ONE FACE ONLY. PROVIDE THE PLYWOOD SHEATHING SCHEDULED APPLIED DIRECTLY TO THE STUDS WITH THE SCHEDULED NAILING PATTERN. APPLY GYPSUM BOARD WALL SHEATHING OVER THE PLYWOOD PER THE ARCHITECTURAL DRAWINGS . 13 SHEATH EXTERIOR FACE WITH PLYWOOD SCHEDULED, AND THE INTERIOR FACE OF STUD5 AS SPECIFIED IN THE GENERAL NOTES FOR INTERIOR WALLS. NOTES: I ALL HD, MAS, AND CS FASTENERS ARE AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, INC. 2 WHERE SCHEDULED ADDITIONAL STUDS AT THE ENDS OF SHEAR WALLS ARE INTERRUPTED AT TRUSS BEARING, PROVIDE SOLID BLOCKING IN THE TRUSS SPACE TO MATCH THE STUDS SCHEDULED FOR THE LOWER FLOOR 3 WHERE SCHEDULED SHEATHING CANNOT EXTEND FULL HEIGHT OF WALL, PROVIDE SHEATHING OR BLOCKING BETWEEN FLOOR TRU$SE$ AT ALL 5HEARWALL5. 4 SHEATHING SHALL EXTEND FULL HEIGHT OF SHEARWALLS. STAGGER SHEATHING HORIZONTAL JOINTS 50 THEY DO NOT FALL AT HORIZONTAL JOINT BETWEEN DOUBLE TOP PLATES. 5 WHEREVER THE SHEATHING OF A SHEAR WALL IS INTERRUPTED (I.E. BY AN INTERSECTING WALL) IN THE VERTICAL PLANE, THE SCHEDULED 11ADD'L STUD AT END OF WALL" AND HOLDDOWN ANCHORS $HALL BE PROVIDED AT THE END OF THE SHEATHING (ONE EACH SIDE OF THE INTERRUPTION). THE QUANTITY OF SHEARWALL CALLOUTS ON THE PLANS MAY NOT ACCURATELY REFLECT THE NUMBER OF HOLDDOWNS REQUIRED BECAUSE OF THIS. THE CONTRACTOR MUST FIRST DETERMINE WHERE THE SHEARWALL SHEATHING WILL BE INTERRUPTED BEFORE DETERMINING THE NUMBER HOLDDOWNS REQUIRED. 6 WHERE BOLTS ARE CALLED OUT FOR HOLDDOWN ANCHORS, THE BOLTS $HALL BE THROUGH BOLTS CONFORMING TO ASTM A301. 1 1/2" O.S.B. MAY BE USED IN LIEU OF THE 1/2" C-DX PLYWOOD SHEATHING. S ANCHOR BOLTS SHALL ALL HAVE 311 HOOKS. A36 ALL THREAD RODS, DRILLED AND EPDXY GROUTED INTO FOOTINGS, MAY BE SUBSTITUTED FOR ANCHOR BOLTS CAST IN PLACE. ALL THREAD RODS SHALL HAVE SAME EMBEDMENT DEPTH AS ANCHOR BOLTS. TYPE HEADER/BEAM TYPE HEADER/BEAM H-1 DOUBLE: 2x& H-5 3-1/2 X11-1/8, P5L H-2 DOUBLE 2xl0 H-3 DOUBLE 2x12 H-4 3-1/2 X9-1/2 PSL 1. PROVIDE WOOD HEADERS OVER ALL OPENINGS. IF NO HEADER 15 SPECIFIED, PROVIDE H-3 AT WALLS SUPPORTING TRUSSES, AND H-I AT OTHER WALLS. 2. AT DOUBLE 2x HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR SPACER BETWEEN MEMBERS. 3. NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O.C. TOP AND BOTTOM, EACH SIDE, STAGGERED. I M �i DOTES 0 0 0 2 12/20/00 PERMIT 5ET 0 I 1 OS/20/991 BID 5ET Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Ff. 32789 (407) 629-0595 TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, 1997. AD VANCED STRUCTURAL ENGINEERING 1265 South Semoran Boulevard, Suite 1201 Winter Park, Florida 32792 - 407-677-5836 Fox.407-677-5894 STON€BROOK I I AT SANFORD Apr- Mx irr OF saaora, FLORIDA ..=ose.ec GENERAL NO?ES SGHEDLILES ANp TRUSS PROFILES FILE: PLAT SCALE: LAST PLAT: 2 3 4 o I III) i ROOF TRUSSES m 24" O.G. i .I A - _ TYP. CONNECTION OF SIMPSON HTT22 GIRDER TRUSS TO POST TYP. W/ (10) 16d L� NAILS im TRUSS AT'GABLE END TRUSS PROVIDE U IMPSON LTSI2 SIMPSON MTSI AT HIP GIRDER TRUSS PROVIDE SiMPSON MT512 SIMPSON MT520 NAIL TO TRUSS O IMPSON H3 EACH TRUSS SIMPSON HGP2 NAIL TO TRUSS EACH TRUSS AND TO DOUBLE STUD BELOW p/ AT HEADERS A. TRUSS AND TO DOUBLE STUD BELOW ALL THREAD ROD 1 TI •j O Q 0 = -SIMPSONzi VERYSTUD SIMPSON SP2 GS20 EVERT, STUD EVERY SIMPSON U HEADER SIMPSON VERY IL (1) FULL HGT STUD AT INTERIOR WALLS OPTHER STUD SIMPSON HTT22 / (2) FULL HGT 5TUD5 AT EXTERIOR WALLS TYP. W/ H 22 rod (1) BRG STUD SPACED UP I I NAILS a STUDS TO 4'---0" (2) BRG STUDS PROVIDE DOUBLE TRUSS DOUBLE STUD ,{ SPACED OVER 4'-0" LINTELS STUD UNDER EA. DOUBLE STUD IN LOAD BEARING WALLS GIRDER I I) WALL STUDS NAIL STUDS TOGETHER W/ 16" O.C. I6d NAILS EACH PLY 6 12" O.C. ( I SIMPSON CS2 SIMPSON C520 DIA A36 AL EVERY OTHER BLOCK UNDER STUD THREAD ROD STUDS AT LINTELS z C 0 - .j O Lei SIMPSO C:520 SIMPSON G520 . _ Q 0 Q i C) FLOOR TRUSSES BLOCKING W/ O HEADER a 24" O.G. DBL STUD Q FLOOR SPACES U SIMPSON HTT22 C520 EVERY STUD C520 EVERY SCUD TYP. W/ (10) 1(od NAILS g STUDS lo TRUSS 1 p SIMPSON SPI O H3 j EVERY STUD SIMPSON 5P1 OR H3 EVERY STUD WALL STUDS (2)SIMP5ON 5Pi 0)SIMPSON SPI OR (1),43 C1) SIMP50N SF OR CU H3 (1) SIMPSON SPI OR (I) H3 OR (2)H EVERY OTHER STUD Z O f I Ilk 11 Ilk Ik Ilk Ilk � Q LL fL FOUNDATION 4 5/8" DIA.11-7 a TYPICAL LINTEL HOLD DOWN I I TYPICAL STUD / TRUSS HOLD DOWN �_ TYPICAL STUD / TRUSS HOLD DOWN � � � � � TYPICAL GABLE END HOLD DOWN it 8'-O" 8 _0 TYP GIRDER TYP .HIP GIRDER TYP GABLE END TRUSS APPLIES TO ALL STUD WALLS HOLDDOWN FOR HOLDDOWN FOR HOLDDOWN FOR SUPPORTING ROOF TRUSSES. GIRDERS GIRDERS ANCHORAGE/STRAPPING .FOR WALLf 4 C L ED D 0I I I'j� I 1 ENDS OF SHEAR WALLS fS NOT 1—T l�l � I ----) SHOWN AND IS IN ADDITION TO + SCALE: 3/4" = V-0" �,O THAT SHOWN HERE. I - F 1 > 2x4 BLOCKING BETWEEN TRUSSES Sd NAILS AT 4" O.C. AT KICKER, w/ SIMPSON U24 EACH END - TYP TOP AND BOTTOM ROOF SHEATHING WHERE LENGTH OF KICKER EXCEEDS . PRE -ENGRD 4'-0", PROVIDE 2x4 w/ FLAT FACE (5) Ibd NAILS TRUSSES NAILED TO KICKER w/ 12d NAILS AT 2 THK LV. SEE 14A/5501 12" O.C. GABENT LATE OLTS 2x6 KICKER AT 4'-0" O.G. 3" O.G. SIMPSON HI SHEATING SEE CONT 2x4 w/ (2) 16d SHEAR WALL SCHEDULE NAILS AT EACH TRUSS - 2x6 s24" C WEB, AND A SIMPSON O.C. WITH TOENAIL TRUSS BOTTOM H4 AT EACH KICKER SIMPSON H3 EA END CHORD TO TOP PLATE OF SHEATHING SEE SHEAR WALL w/ 16d NAILS AT 12" O.G. WALL SCHEDULE (NAILS NOT SHOWN) 31/2 n X 1'/&' PS SIMPSON H4 - ATTACH TO TRUSS . CHORD TN'FICAL 5 CTION AT5ECTION4 3ECTION ' SCALE3/4 =1-0 .i ��.�2 SCALES/4"=1'-0" H A5L ENE) TRU55E5�t�.02 _ S�JC/� XALE:3/4"44" Z�/ o - I 2 3 4 5 6 8 9 1® s C 0 NOTES i i E a c- 0 0 Q y 4 Q C 4 2 12/20/00 PERMIT 5ET 0 1 09/20/99 Blp 5Frt Rev. I No Date Issue History el FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WffH THE STANDARD BUILDING CODE, 1997. AD I/ANCED STRUCTURAL ENGINEERING 1265 South Semoron Boulevard, Suite 1201 Winter Park, Florida 32792 — 407-677-5836 Fox 407-677-5894 5T0NEE3R00< I I AT 5ANFORD Apr- MY. CITY OF SAWORp, FLORIDA De" 03/I/99 Aoi 3059-40 5ECTION5 and 55.02 DETAILS FILE: F9950212.DZ PLOT SCALE: LAST PLOT: L I I NoTES . ® 06. I w U C CD — ---- -� !II(®II —❑ \/ III,— ,, ®\/®I —/ 9'-4,(IIII1 " ." , t 1IIII'II11 iI ®Z❑ 5—c— '_-JI0.- rI � III'1III 1I . 3 '-- I 6IIIII(II l " --__\�®I—\— IiI\ I❑;III �—)�I rII III- --- .—.—.-. —11 ®®_—_'— 11�'-4—" --- --- ---II — — —II - --C--J. -- � �� ---- -- Iu -- r-----IIIII (III ❑ \/—�;Ijj— III ®\®/I — /-- —)1IIII I —u,'I,''ilI,II fi ! ®- I I�I_--®c❑I ®�J�w. 1IiiII,1Iii i! -IIII1ItIIl IIIIL❑ ®i _-J1IIIIIIIIl 1II IIIIiIIIIII�I i11 �I ; 0 Gp FLAN NOTE5: LLY02 Ta0 d.6 I. SEE GENERAL NOTES ON SHEET 51.01. yC0 2. SLAB ON GRADE x THIS ISA REFERENCE ELEVATION ONLY. hVCd3mB E 4. SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS3LO NOT GIVEN AND VERIFY o -all s25'-0" -41-5. PRIOR TO CONCRETE PLACEMENT PROVIDE TERMITill-allEU 5'-6" 5'-10" 5-6" 5'-10" 5'-10" 4'-8" 15'-8" 4'-8" 5'-10" 6'-011 "5' 411 6'-0" 5'-1011 5'-10114'-8" 15'-8" 4'-8" 5'-10" 5'-10" 5'6" V-10" " 5'-10" FOUR ANNUAL INSPECTIONS AND RENEWALS. JUNm`E T-2INDICATES 4 x4WOOD POST.8 i 11. C.J. INDICATES CONTROL JOINT.L 8. DO NOT SCALE DRAWINGS. ooNmCwLE! CJ. 10. SEE TYPICAL DETAIL - OF FOOTING TO WOOD STUD AND r — F7 I 2/1 t/�g1 I I I ► L — — — — --L_J L—----L-------- — -------- ----n oaTNocmoQToorn0may ' Ci. to F Ito Uo I1 2A601 o2A/5901 ig ®LCD -) �111" — OO ---------------- ----------------- r----- -------------�---------- —— ---------------- rO�o CJ. L— — --- 1jI�'I ....' ' G j I I —----------- Cel l0>° . t M r---- — — — ---------®';_J -� 2 12/20/00 PERMIT ry 2'x2'X12" TKFTG. 5I11P50N A5U44 FROM W/(2) 05 EA WAY POST To FTG. TYR FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 TO THE BEST OF THE NGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, 1997. AD VANCED STRUCTURAL ENGINEERING 265 South SeBoulevard, Suite 1201 Winter Park, Florida 32792 — 407-677-5836 Fax 407-677-5894FOUNDATION FLAN SCALE: 1/0" 1'-0" G.L.H. 5T®NE5R00< II AT 5ANFORD Mx CITY OF 5ANFORD, FLORIDA 03/1/99 H 3059-40 FOX)ATION PLAN 52.01 7 T�IDE 1 1 2 3 4 5 6 1 10 FILE: F9920112D- PLOT 6GA.E: LAeT PLOT: � j i I, COTES ��>�N NOTES: I. SEE GENERAL NOTES ON SHEET 81.01. 2. SLAB ON GRADE IS 4" THICK CONCRETE REINFORCED WITH 6x6-W1.4xW1.4 WWF PLACED 1��2" FROM THE TOP OF THE SLAB. TOP OF SLAB IS 0r-0", UNLESS NOTED OTHERWISE. THIS IS A REFERENCE ELEVATION ONLY. 3. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF WOOD STUD WALLS, AND NON -LOAD BEARING PARTITIONS. SEE THE GENERAL NOTES FOR WALL FRAMING INFORMATION. 4. SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWING PRIOR TO STARTING CONSTRUCTION. ' 5. PRIOR t0 CONCRETE PLACEMENT PROVIDE TERMITE SOIL TREATMENT WITH ONE YEAR WARRANTY AND FOUR ANNUAL INSPECTIONS AND RENEWALS. SEE ARCHITECTURAL SPECIFICATIONS. 6. ® INDICATES 4"x4" WOOD POST. i. C.J. INDICATES CONTROL JOINT. S. DO NOT SCALE DRAWINGS. 10. SEE TYPICAL DETAIL 1/55.02.FOR CONNECTION OF FOOTING TO WOOD STUD AND POST, U.N.O. 0 0 0 2 12/2®/00 PERMIT 5Er 0 I 09/20/99 BID SET Rev. No Date Issue History 3 ° A A r O a i.. In V c U U O y I y .a O rn i 0 c m N O V C N 3 ° N 41 K 4 O 16ID'-8'I lJ r ° L II'-8" II'-4" 11'-4" 5'-4" 6'-ID" Il'-8" 25'-0" It'-S" 6'-0" 5'-4" II'-4" Il'-4" 11'-8" 10'-6" 3 N 5'-4" 4'-8" 5'-IID" 5'-10" 5'-6" 5'-IID" 5'-6" 5'-10" Z'-8" 2'-8" 6'-ID" 5'-10" 5'-10" 4'-8" 15'-8" 4'-S" 5'-10" 5'-10" 6'-0" 2'-S" Z'-8" 5'-10" 11 5'-10" 5'-6" 5'-10" 5'-10" 4'-8" 5'-4" E U O v r 4/5501 0 N C V ° E -: 0 0 o I I o 0 0 9 C I I-- --� 1 �--- ---I C o a I-------� I ---I U I I I--7 i I— -----I I I -� I I I I I I 1 L---- --� I I P L_J L— -----� I —1-I ®1 L— -- --J L--1 I I I L_ J; 5IM HTT22 AT EA — — — — = DO IRDER TRUSS W ° --- I I I' -------- I I --------- ©1 I I II n (3)2 WOOD5TUD5 N F----- —� a _----- —I 1 f -- Z-- 1 I---------� I CDit r— I I— i I I I I I( ©I LOCA ION SEE ROOF c�. Ell GIRD R TRUSSES o L-----� I I;© I I; I L-----� I I 0 — o--- I I1; -- -- ------ -� 0) ') I J l I o I J I11 --- l i -1 II i 11f --- \ Cj. I I c J. i i c J. I j I c.J. 2'x2'x12 ° TI-IK FTC. 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I I I 1 4x POST I I 11 .I I I 1 — i I I i i I I 4x POST I E ' L- ----I I I iL—I--------------I i I----—-_--1i i( I L----- J i m SIMPSONABU44FROM o — i P05T TO FTG. TYP N I----- ----� I I to I---� (--------� I _I� r---- ----� (--� ©I I I----------1 ;I Ii0 I i n I I I I ®' I n I I I I i I I I I I i Z ' L— — L_J I I L_J I I L� I I L_J I L-----J I —� -- �— ----I ' 0 0 o I I I o 0 0 � L = _ J ❑ C.J. ❑ _ U _ O _ y MillI F � ® — t FIUGLEBERG KOCH ARCHITECTS C� Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE STMWD BUILDING CODE, 1997. FOUNDATION FLAN AD l/ANCED STRUCTURAL ENGINEERING 1265 South Semoran Boulevard, Suite 1201 5C LE: I/QII _ II-01' Winter Park, Florida 32792 - 407-677-5836 Fax 407-677-5894 5TONEBR00< I I Dr. C.�.u. AT 5ANFOIRD � M.X. Apr. M.X. CITY OF 5ANEORD, FLORIDA [)dt9 03/1/99 Froj- 3659-40 FOUNDATION PLAN 52.02 bZbl TAPE 2 1 2 3 4 5 6 7 8 9 10 FILE: F9K0212 p Z PLOT SCALE: LAST PLOT: U v a 166' 4" 3 Y 3 Fr CD O) en tt I LJ WIN) 05 EA WAY TYR SIMPSON Af3U44 FROM 4/5501 POST TO FTG. C FOUNDATION PLAN H5 SCALE: 1/(3"= P-,a" _j - i I 7i T_ I If 61\! ILn G.J4 - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - ........................... ................ ............... . ...... ................ .............. ...... - - - - - - - - - ............................... ........ ................ .................. = ­-.1-.1 ........... ......................................... Jill . fl ­r CD Il'-4" III-all25'-0" 11'-8" Z'-B" Z'-l" 3'-0" 4'-6" 5'-6" 5'-10" 5' 6 -" 5' 4'-8" 15'-B" 5'-10" 5'-10" 5'-1m" 5'-6" 5'-10" 3'-0" 18'-Ifd" J L I l 1 �r i i i i i i i i l i i i i i i i i I 7 r I c�J. I 1 I I I I I I— I I I I uSS�I ❑ �- --- � ❑ ❑ I I I I I I � I L _d 't V 9 10 FLAN NOTES: NOTES LM 101 41 1. SEE GENERAL N071=S ON SHEET 6I.01. 2. SLAB ON GRADE IS 4" THICK CONCRETE REINFORCED WITH 6x6—WI.4xWl.4 WWF PLACED I i2 " FROM THE TOP OF THE SLAB. tOP OF SLAB IS 0'-0", UNLESS NOTED OTHERWISE. THIS IS A REFERENCE ELEVATION ONLY. 3. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF WOOD STUD WALLS, AND NON —LOAD BEARING PARTITIONS. SEE THE GENERAL NOTES FOR WALL FRAMING INFORMATION. 4. SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWING PRIOR TO STARTING CONSTRUCTION. 5. PRIOR TO CONCRETE PLACEMENT PROVIDE TERMITE SOIL TREATMENT WITH ONE YEAR WARRANTY AND s. FOUR ANNUAL INSPECTIONS. AND RENEWALS. SEE ARCHITECTURAL SPECIFICATIONS. 6. ® INDICATES 4"x4" WOOD POST. 7. C.J. INDICATES CONTROL JOINT. 8. p0 NOT SCALE DRAWINGS. 10. SEE TYPICAL DETAIL 1/55.02 FOR CONNECTION OF FOOTING TO WOOD STUD AND POST, U.N.O. J I 1 L L L i S d L a L L .a 0 E i d 4 _ Y Q L 0 2 12/20/00 PERMIT 5ET 0 I 09/2m/99 Blp 5ET Rev. No -Date Issue History11111 FUGLEBERG KOCH ARCHITECTS � Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, 1997. ADVANCED STRUCTURAL ENGINEERING 7265 South Semoran Boulevard, Suite 1201 Winter Park, Florida 32792 — 407-677-5836 fax 407-677-5894 5TONEE3ROC< c*, FLORIDA Pate FOUNDATION I I � FORG AT SANCITY OF FILE: r9920312p11 PLOT6CAtE: LAST PLOT: G J It J 0 1 V J .. E F G W A 3 IBT_4" II'-4" L Il'-4" 11'-B"L 25'-0" LII _B" 11'-4" 11'-4" II'-4" 11'-4" II'-B" 25'-0" 11'-B" 4/1 5'-I0" 5.4V 5'-10" S' ® _ CR ® __ L I ❑ I ❑ r---, ❑ ❑ F — — — -� p ❑ I I I I I I ---- �- — J p I L I I I 1 r— i ( r— I r------I I r------� I I — I IJ , I I I I I -I_— I l i I I I I I I i I =1 I7�1 I I r------� I— __� I I 'I I I I I I I� I I — —-----� L----- I I I L-- ----� ------- II I I a WOI I ' L I I I I I I I I j L o I I ® ® II I I L----- I—� --- J --z ---- L -------r------ l—----�---- I I 1 1 2,4/85�► I I ®f I 2A/S5�I I II I i U I I I I I 11 1 I I I® ®I I 11© ------ I I I I — --- (D----------- J' I ....... .......... ..... ........... .... ........ I I L------- J�I c�. I---------------------------------� L----------------------'-----� I.... CJ. r ....................................................................................................... �- — — — — — — — — — — — — — — 1 — — — — — — — — - — — — — — — — — — — — — — I — — — — — — — — - — — — — — —0.----------- I�------------ ------ I® ® I I I I' I I — — _ c.J. — _ J I _ l _ _—cJ_ _ _ J I. _ cJ. , J CJ. I / \ I ------ .J L I _——_—_ --- --- ;, ------ --- 13 I I 1 I I I I I I I I I l l I I I I I I II I I I n 1---------J c.J. L-- I I i I -- ----J CJ. i------ --� I 11 � I — _ — — — — — — — _ — _ ©� I I--------- F-------- I I I r--- -----� I r------ �I_I;° L----- i �- —� I L— -� I L-----� L-----� I I —� I —I I L— �- 1 L------► ►-----� L_-- —_ I L------1 o 0 o I o e ❑ cJ. ❑ L---� ❑ ❑ L---J ❑ cJ. I ❑ I I I I e H5 C FOUND AT I ON FLAN SCALE: I/8" = I'-0" t. J 4t b 9 10 0 C IN NOTES FLAN NOT 5 . I. SEE GENERAL NOTES ON SHEET 51.01. 2. SLAB ON GRADE IS 4" THICK CONCRETE REINFORCED WITH bx6-W1.411,11.4 WW1F PLACED 1112" FROM THE TOP OF THE SLAB. TOP OF SLAB IS 0'-0", UNLESS NOTED OTHERWISE. THIS IS A REFERENCE ELEVATION ONLY. 3. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF WOOD STUD WALLS, AND NON -LOAD BEARING PARTITIONS. SEE THE GENERAL NOTES FOR WALL FRAMING INFORMATION. 4. SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWING PRIOR TO STARTING CONSTRUCTION. 5. PRIOR TO CONCRETE PLACEMENT PROVIDE TERMITE SOIL TREATMENT WITH ONE YEAR WARRANTY AND FOUR ANNUAL INSPECTIONS AND RENEWALS. SEE ARCHITECTURAL SPECIFICATIONS. 6. ® INDICATES 4"x4" WOOD POST. i. G.J. INDICATES CONTROL JOINT. 8. DO NOT SCALE DRAWINGS. 10. SEE TYPICAL DETAIL 1/55.02 FOR CONNECTION OF FOOTING TO WOOD STUD AND POST, U.N.O. L r r 0 a e. e. 0 0 a c 0 2 12/20/00 PERMIT 5ET 0 1 09/20/99 E31D 5ET Rev. No Date Issue History 0 FFUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, 1997. AD VA STRUCTURAL ENGINEERING 1265 South Semoran Boulevord, Suite 1201 Winter Park, Florida 32792 - 407-677-5836 Fox 407-677-5894 5TONEBROOK I I C.L.I. AT 5ANFORD M.X. Apr. M.X. CITY OF 5ANE0RD, FLORIDA Date 03/1/99 Iron. 3659-40 FOUNDATION PLAN 5.2.04 T"rPE 4 1 FILE: F9920412. IA PLOT SCALE: LAST PLAT: O+ 5 F `r r CJ I U J I!U aimca V l I I IQ9G AT EA ENDVAND CS22 AT 1/55M FLOOR LEVEL WIN) 2x4 SUPPORT TYP ROOF FRt4MING PLAN SCALE: 3/32" = I'-0" FLOOR FRAMING PLAN SCALE: 3/32" = 1'-0I' C F NOTES FLAN NOTES: 1. SEE GENERAL NOTES ON SHEET 51.01. 2. SPAN ARROW INDICATES THE SPAN DIRECTION OF PRE-ENGINEERED WOOD FLOOR AND/OR ROOF TRU55E5. SPACE ALL TRUSSES AND M15C WOOD FRAMING AT 24" O.C. MAX. 3. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF WOOD STUD WALLS, AND NON -LOAD BEARING PARTITIONS. SEE THE GENERAL NOTES FOR WALL FRAMING INFORMATION. 4. 0 INDICATES WOOD STUD SHEAR WALL TYPE, AND SHADING INDICATES EXTENT OF SHEAR WALL. SEE THE SHEAR WALL SCHEDULE ON SHEET 51-01 FOR SHEAR WALL INFORMATION. 5. SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. 6. PROVIDE WOOD HEADERS OVER ALL OPENINGS. IF NO HEADER TYPE 15 INDICATED PROVIDE TYPE H-3. SEE SHEET 81.01 FOR FOR HEADER AND BEAM SCHEDULE. 1. ® INDICATES 4"x4" WOOD POST. 8. 5EE THE GENERAL NOTES FOR FLOOR AND ROOF SHEATHING INFORMATION, AND FOR WOOD TRUSS TYPES. 9. DO NOT SCALE DRAWINGS. 10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STARTING CONSTRUCTION. IF DISCREPANCY OCCURS CONTACT ARCHITECT IN WRITING FOR CLARIFICATION. II. COORDINATE LOCATION OF FLOOR T1QJU55E5 W/ MECH AND LOCATION OF EXHAUST FAN. 12. 0.5 INDICATES OVER -BUILT TRUSS 13. SEE TYPICAL DETAIL 1/65.02 FOR CONNECTION OF TRUSS TO STUD WALL, U.N.O. 0 2 12/20/00 PERMIT SET 1 09/20/99 50 5ET Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS 6 OTlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 H TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, 1997. AD VANCED STRUCTURAL ENGINEERING 1265 South Semoron Boulevard, Suite 1201 Winter Park, Florida 32792 — 407-677-5836 Fax 407-677-5894 5TONEE3ROOK I I D, �#T 5ANFORD ck rp,. M.X. CITY OF SANFORD, FLORIDA o,a 03/I/99 �j. 3659-40 FLOOR AND ROOF FRAMING� PLAN 53.01 rtiPE I 2 3 4 5 6 -i 9 10 FILe: KA9930112 PLOT SCALE: LAST PLOT: f� U U J lu A I 5 D 2x12 2x1Z' CIMOC/V.I I � IG�/_ F_= T---�IFEE o o f- —7---� —1 I \ / II I —71 -1 T-i H 3 /51 ON Mt A r E N 22 AT \\0 F1 -OC R L E /!2 \ .3 IPF OR P _----------{ II II /}---------- II I Mill rT - 1 `\ I / -7 -I T-1 t l T- A T \ I I fV ►2/ I----- ❑ ❑ 2/5502 H 5 W/SIMP50N MT518 4/55�2 At EA END AND C522 At I/55�2 FLOOR LEVEL W/O) 2x4 SUPPORT TYP ROOF FRAMING PLAN 5GALE: 3/32" : 1'-0" GLOW ROOF AND FLOOR FRAMING PLAN_ IA j 101 19 F NOTES s a 1 1 y FLAN NOTES: a I. SEE GENERAL NOTES ON SHEET 5121. 2. SPAN ARROW INDICATES THE SPAN DIRECTION , OF PRE-ENGINEERED WOOD FLOOR AND/OR ROOF TRUSSES. SPACE ALL TRU55E5 AND MISC WOOD FRAMING AT 24" O.C. MAX. 3. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF WOOD STUD WALLS, AND NON -LOAD BEARING PARTITIONS. SEE THE GENERAL NOTES FOR WALL FRAMING INFORMATION. 4. O INDICATES WOOD STUD SHEAR WALL TYPE, ; AND SHADING INDICATES EXTENT OF SHEAR WALL. SEE THE SHEAR WALL SCHEDULE ON SHEET $1.01 FOR SHEAR WALL INFORMATION. 5. SEE THE ARCHITECTURAL DRAWINGS FOR DIMEN51ONS NOT GIVEN. 6. PROVIDE WOOD HEADERS OVER ALL OPENINGS. IF NO HEADER TYPE IS INDICATED PROVIDE TYPE H-3. SEE SHEET 51.01 FOR FOR HEADER AND BEAM SCHEDULE. 1. ® INDICATES 4"x4" WOOD POST. 5. SEE THE GENERAL NOTES FOR FLOOR AND ROOF SHEATHING INFORMATION, AND FOR WOOD TRJSS TYPES. 9. DO NOT SCALE DRAWINGS. 10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STARTING CONSTRUCTION. IF DISCREPANCY OCCURS CONTACT ARCHITECT IN WRITING FOR CLARIFICATION. I]. COORDINATE LOCATION OF FLOOR TRUSSES W/ MECH AND LOCATION OF EXHAUST FAN. 12, 0.5 INDICATES OVER -BUILT TRU55 13. SEE TYPICAL DETAIL 1/85.02 FOR CONNECTION OF TRU55 TO STUD WALL, U.N.O. 0 0 0 2 1 12/20/00 PERMIT 5ET 0 I 09/20/99 50 5Et Rev. No Date Issue History H FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, 1997. AD VANCED STRUCTURAL ENGINEERING 1265 South Semoran Boulevard, Suite 1201 Winter Park, Florida 32792 — 407-677-5836 Fax 407-677-5894 5TONEE3ROCK I I AT 5ANFORD Apr. MX. CITY OF SANFORD, FLORIDA vas 03/I/99 Raj. 3659-40 FLOOR AND ROOF FRAMING PLAN 53.02 T"�PE 2 1 I 2 3 4 ; �. ,Y, FILE: FNA993V4l4 PLOT 6CALE: LAST PLAT: I 0 zi AI 0TEs A E 7■ EI ©■ G o 5IMP50N LU526 I I I I FROM TRU55 TO —_ _ _7�d HEADER ITYPa O.B. \\ I T-I T-i 1 I \\ \ ( cm T-5 T-5 — \ T-5A 1 / _ I i-5A I / 7\ I T-5A T-5A�— T -3 -5 ----- \\\ \\ .oao s r, F \ \ 11 W/ 1 N T �_---- -1 T2 "' T AE 52*T 2 T Ir--- L L W 2) x i t -3 u T 11 II "-3 II 11 ---- =�1 T 1 -1 T 1 T. I \\\ \\\ 01 11\ \\ \\ 4-3 / / I \ \ %— 14/5501 3 �� I T-5A T-5A ----�/ o T-5 0 ' o i5 II /// m02 \ 2/55.02 14/65.01 — — — — /------ / I \ H-5W/51MP50NMT518 — -----� � AT EA END AND C522AT ---�I �� ----- 1 I FLOOR LEVEL W/(2) 2x4 L- � I SUPPORT TYP i ° — — ROOF FRAMING PLAN 5CALE:3/32" I'-011 n..tn LOW ROOF AND FLOOR FRAMING PLAN SCALE: 3/32" = 1'-0" 1 1 1 3 1 4 1 5 2 I AS ■ Ira ■u N 1L Y FLAN NOTEe: I. SEE GENERAL NOTES ON SHEET 51.01. 1 0 2. SPAN ARROW INDICATES THE SPAN DIRECTION o OF PRE-ENGINEERED WOOD FLOOR AND/OR ROOF TRUSSES. SPACE ALL TRUSSES AND MISC WOOD FRAMING AT 24" O.C. MAX. X 3. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF WOOD STUD WALLS, AND NON -LOAD BEARING Z PARTITIONS. SEE THE GENERAL NOTES FOR WALL t FRAMING INFORMATION. 3 C Q) E 4. O INDICATES WOOD STUD SHEAR WALL TYPE, AND SHADING INDICATES EXTENT OF SHEAR WALL. SEE THE SHEAR WALL SCHEDULE16 ON SHEET 51.01 FOR SHEAR WALL INFORMATION. 0 V 5. SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS E NOT GIVEN. o 6. PROVIDE WOOD HEADERS OVER ALL N OPENINGS. IF NO HEADER TYPE IS INDICATED PROVIDE TYPE H-3. SEE SHEET 51.01 FOR o FOR HEADER AND BEAM SCHEDULE. 0 INDICATES 4"x4" WOOD POST. 5. SEE THE GENERAL NOTES FOR FLOOR AND ROOF SHEATHING INFORMATION, AND FOR y WOOD TRUSS TYPES. 0 9. DO NOT SCALE DRAWINGS. 1 V 10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STARTING CONSTRUCTION. IF DISCREPANCY OCCURS CONTACT ARCHITECT IN WRITING FOR CLARIFICATION. cu 11. COORDINATE LOCATION OF FLOOR TRUSSES W/ 0 MECH AND LOCATION OF EXHAUST FAN. a 12. O$ INDICATES OVER -BUILT TRUSS - 0 13. SEE TYPICAL DETAIL 1/55.02 FOR CONNECTION OF TRUSS TO STUD WALL, U.N.O. C U Y o+ m .o w rn C•: iQ d `o N c v c 0 U L 0 N C d E u 0 v m m M AlU Al I Al U O Y U W (D U PJ U 2 12/20/00 PERMIT 5ET 1 09/20/99 Blp 5ET Rev. No Date Issue History 0 FIUGLEBERG KOCH ARCHITECTS OTlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WRH THE STANDARD BUILDING CODE, 1997. AD VANCFD STRUCTURAL ENGINEERING 1265 South Semoran Boulevard, Suite 1201 Winter Park, Florida 32792 - 407-677-5836 Fax 407-677-5894 6TONE5ROC<�,I I a c.L.". AT St�IVFORD c*' MX ,p. M.X. CITY OF SANPORD, FLORIDA D°'w 03/I/99 Roy. 3659-40 FLOOR AND ROOr FRAMING PLAN 53.03 FILE: FKA9930312 PLOT 6ME: LAST PLOT: A �+ 10 A SIMPSON LU826 FROM TRUSS TO HEADER (TYPJ 4/58.02 ❑ ❑ OB. ❑ ❑ T-1 T-1 - I p p p p li p p p p T 5 T-5 T-5A r 1-5A T-5A T-5A' 3 5 3 00e "IN T2 tI N V H- 1 Sl -I T 2 AT EA C5 2 T' NRLENx UL11(2) RT N-3 N-3 T-I -1 t-I 12 55 1 TI -I z 00� A C N-3 r H-3 T-5A T-5 o i-5 o I i- p T-5 p p p p O t-I - T-i ` � ❑ 2/55D2 ❑ ❑ I/S5�'1 - 14/�5.01 H-5 W/51MP50N MT518 AT EA END AND C522 AT FLOOR LEVEL W/(2) 2x4 SUPPORT TYP ROOF FRAMING NCB PLAN — ® 2x12 2x12 ,® H-3 0 o N 3 o H o 4 p H-4 144 4 FT 2 F . -2 FT 2 Fr-2 ' — Q H-3 14-5 H-3 Q 3 H 5 H-3 3 -3 I N-3 I i Fl -1 1 L I I m m m............................................................................. m .............................................. Fl I -1 ® ® 1 -1 -1 i LIL N-3 H.3 N-3 16 S5 1 H-3 H-5 ® H Q © �y u -2 ® _ _ FT 2 -2 _ — 2 H-4 H 4 p H o N'4 p L- p N-3 -3 ❑ ❑ ❑ ❑ ❑ ❑ _ — _ — 1XI2 SECOND FLOOR FRAMIWs THIRD FLOOR FRAMINCx 2x12 — s FLOOR FRAMING FLAN N 5GALE: 3/32" = 1'-011 1 to/ p 6 g g 10 2 NOTES Q 3 0 v a 0 a FLAN NOTE5: N U 41 d O: I. SEE GENERAL NOTES ON SHEET 51.01. t� o 2. SPAN ARROW INDICATES THE SPAN DIRECTION v g OF PRE-ENGINEERED WOOD FLOOR AND/OR ROOF TRUSSES. SPACE ALL TRUSSE5 AND MISC WOOD FRAMING AT. 24" D.C. MAX. N v 3. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATIONS n OF WOOD STUD WALLS, AND NON -LOAD BEARING PARTITIONS. SEE THE GENERAL NOTES FOR WALL t FRAMING INFORMATION. 3 E 4. 0 INDICATES WOOD STUD SHEAR WALL TYPE, AND SHADING INDICATES EXTENT OF SHEAR r WALL. SEE THE SHEAR WALL SCHEDULE o ON SHEET 51.01 FOR SHEAR WALL INFORMATION. 0 5. SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS E NOT GIVEN. o 6. PROVIDE WOOD HEADERS OVER ALL OPENINGS. IF NO HEADER TYPE 15 INDICATED PROVIDE TYPE H-3. SEE SHEET SIDI FOR a FOR HEADER AND BEAM SCHEDULE. E v 7. ® INDICATES 4"x4" WOOD POST. c S. SEE THE GENERAL NOTES FOR FLOOR AND .3 ROOF SHEATHING INFORMATION, AND FOR WOOD TRU55 TYPES. = c 9. DO NOT SCALE DRAWINGS. 10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STARTING CONSTRUCTION. I IF DISCREPANCY OCCURS CONTACT ARCHITECT IN WRITING FOR CLARIFICATION. II. COORDINATE LOCATION OF FLOOR TRU55E5 W/ MECH AND LOCATION OF EXHAUST FAN. 12. O.B INDICATES OVER -BUILT TRUSS 13. SEE TYPICAL DETAIL 1/65.02 FOR CONNECTION OF TRUSS TO STUD WALL, U.N.O. 1- 0 2 12/20/00 PERMIT 5ET 0 1 �9/2�/99 slp SET H ' Rev. I No I Date Issue History FUGLEBERG KOCH ARCHITECTS SfiONEBROCK I I =�� - A?SANFORD Apr. Nx arr a saNFora. FLORIDA Date 03/1/99 Roj. "n59 d FLOOR AND ROOF ' FRAMING CLAN 53.04 TYPE 3 FILETKA9930412 PLOT SCALE: LAST PLOT: _ 1— A .j STUD WALLS NOT SHOWN -.SEE GENERAL NOTES ON SHEET 51.01 FOR ATTACHMENT OF STUD WALLS TO FOUNDATIONS. I I Y l t /! 1"•Y Ei 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS (3) 05 CONT 1 SECTION tf� SCALE314"=1'-0" STUD WALLS NOT SHOWN - SEE GENERAL NOTES ON SHEET 59.01 FOR ATTACHMENT OF STUD WALLS TO FOUNDATIONS. 1/4" ASPHALT 2 3/4" ` RECESS SLAB Al IMPREGNATED SLIDING GLASS DOORS FIBERBOARD ONLY ut WWF - SEE pr FOUNDATION } _ PLAN �r x - x x x x x • 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS 114011(3) S CONT SECTION SCALE3/4`4-0" EMEND SHE/ SHEATHING R LA 9 PARfii uJALL/5HE,4 F 55.IDI LL SECTION LADDER TRlJ55 J 16d NAILS g RIUALL 8" O.G. DECK 16d NAILS 8" O.C. DDER TRUSS f; 1/2'' O.S.B. SHEATHING W/ S d NAILS 'm 6" O.G. C� PRE-ENGR'D TRUSSES 16d NAILS AT 16" SIMP50N A35 EACH O.G. EACH SIDE SIDE AT 48" O.C., OR 16d TOENAILS EACH 51DEAT16"O.C. 2x8 NAILING PER SHEAR 5HEARWALL SHEATHING • _ WALL SCHEDULE PER SHEAR WALL SCHED. TYPICAL EACH SIDE 1 � I ('_13� PARTS' W /SHEAR WALL SECTION � ROOF 1 2 .,i STUD WALLS NOT SHOWN - SEE GENERAL NOTES ON SHEET 51.01 FOR ATTACHMENT OF STUD WALLS TO FOUNDATIONS. WWF - SEE FOUNDATION PLAN x x x x x x (2) 05 AT SECT 2 6 MIL VAPOR BARRIER I'-0 2 ONLY SEE ARCH DRAWINGS 2'-6" 2A ONLY (�_2�2ASECTION., SCALE3/4":14" 1/8 TOOLED OR SAWED Y -SEE NOTE 2 JOINT. BEE NOTE 2 SEE PLAN F W.WF. SEE PLAN STOP W.WF EA. -III— I I- STOP W.WF EA. SIDE OF G.J. SIDE OF C.J. I CONTROL JOINT (CJ) CONSTRUCTION JOINT (CJ) NOTE: 1. SLABS ON GRADE SHALL BE AS SHOWN ON PLANS. REINFORCE AS FOLLOWS U.ON. : 4" THICK SLAB - (oX6-WI.4XW1.4 LOCATE REINFORCING I" FROM TOP SURFACE. POUR ON 6 MIL POLYETHYLENE. U.O.N. 2. CONSTRUCTION JOINTS (C.J.) MAY BE USED IN LIEU OF CONTROL JOINTS. T�FICAL CONTROL JOINT DETAIL 114 { 16d NAILS AT 6" (2) LAYERS OF 1/2" GYPSUM WALLBOARD W/ BASE PLY NAILED TO 2x4 CON". W/ CONT 2x4 FACE: NAILED 6d COOLER NAILS At 9" O.C. AND FACE TO EACH TRUSS W/ TWO PLY NAILED W/ 8d COOLER NAILS 16d NAILS O.C. II II (2) 1/2 GYPSUM ALL50ARD f 2x4 BETWEEN SIMPSON A35 m 24" O. TRUSSES W/ W/ (10) 16d NAILS (4) 16d FACE SEE 5HEARWALL SCHEDULE, NAILS EACH FOR NAILING REQ'D 2x8 (1_0' T�PICAL SHEATHING AND BLOCXING SHEAR �ALL5 [DETAIL r SEE 51.01 FOR 2x BLOCKING W/ (4) ROOF SHEATHING Ibd NAILS TOE NAILED TO DBL. 2x TOP PLATE PRE-ENGINEERED TRUSSES NAIL ROOF SHEATHING TO BLK'G W/ 10d NAILS 6 "O.C. FOR 14A ONLY 3 SEE ANCHOR SCHEDULE ON DWG 1/55.02 SEE 51.01 FOR SHEATHING rl �14ASECTION 55.E 1 55.E 1 SCALES/4 :I -0 FI PRE-ENGINEERED METAL 5TAIR L3x3xl/4x6" LONG w/ (2) 1/2" DIA A.B. OR EXP BOLTS (2) 05 CONT-1 ' 3 SECTION 4jol SCALE3/4"-1'-0" 2x4 BLOCKING AT EA BRACE. TOENAIL INTO TRU55ES W/ (4) 16d NAILS EA END NAILS INTOO BLOCKIN'O.C. LADDER TRU55 2x4 BRACE 6 48"O.C. W/ (5) 16d NAILS AT EA END SEE SHEARWALL SCHEDULE FOR NAILING REQ'D__Z 1 5RAC I e AT END WALLS 55.�1 SCALES/4"_i'-0" NAILS PER SHEAR 16d NAILS AT 6" O.C. WALL 5CHEDULE CUNT 2x BLOCKING 2x4 BLOCKING W/ (4) Sd OVER TRUSSES TOENAILS m A END 16d NAILS AT I:o" O.C. NAILS PER SHEAR WALL SC EDULE 2x4 BLOCKING BETWEEN TRUSSES WITH MINIMUM (4)16d NAILS PER PIECE SHEATHING TO MATCH SHEAR WALL SCHEDULE NAILS PER SHEAR WALL SCHEDULE 2 x 4 CONT F3�> ��TION 11 A NAIL g 6"O.C. (2) 10d NAILS EA WOOD STUD SECTION 55.�1 SCALES/4"=I'-0" 2x4 CONT. NAILED TO EACH TRUSS W/ (2)Ibd NAILS AND Sde4" O.C. TO 2x4 CONT. SEE 5HEARWALL SCHEDULE FOR NAILING REQ'D ra SECTION SCALE3/4,,mv-0" 1/2'' 0.5.B. SHEATHING W/B6NAILS aroll O.C. WE5 MEM PRE -ENGRD TRUSSES �j 6" 51 S N A35 EACH O.C.NY41L5 AT 1 SIDE AT 48" O.G., OR OE H SIDE 16d TOENrAi1s,5 EACH 51DE AT 16" O.C. SEE ANCHOR SCHEDULE NAILING PER SHEAR ON DWG 1/55.02 WALL SCHEDULE 5HEARWALL SHEATHING TYPICAL PER SHEAR WALL SCHED. 311 EACH SIDE 2X1fD 1.2 PARTS WALL/SHEAR WALL SECTION a ROOF NAILS PER SHEAR WALL SCHEDULE CONT 2x BLOCKINC OVER TRUSSES 16d NAILS AT 6" O ) NAILS PER SHEAR WALL SCHEDULE 1 SECTION SCALE3/4" -0" SECTION I(o SCALE�.rs. �O2 1 NAILS AT 6" O.G. ATHING TO MATCH AR WALL SCHEDULE A II 0 H 10 NOTES 0 0 0 r2 12/20/00 PERMIT 5ET 1 09/20/99 BID 5ET Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PUNS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, 1997. AD VA STRUCTURAL ENGINEERING 1265 South Somoran Boulevard, Suite 1201 Vinter Park, Florida 32792 — 407-677-5836 Fax 407-677-5894 STONEBROOKII Dr - AT SANFORD CITY OF sANFoRD, FLORIDAPate 5ECTION AND 35.01 DETAIL5 FILE: �9951C/112 PLOT SCALE: LAST PLOT: 1 y L 1 r . r 3 u I. u u 5 n 5 i f; 1/2'' O.S.B. SHEATHING W/ S d NAILS 'm 6" O.G. C� PRE-ENGR'D TRUSSES 16d NAILS AT 16" SIMP50N A35 EACH O.G. EACH SIDE SIDE AT 48" O.C., OR 16d TOENAILS EACH 51DEAT16"O.C. 2x8 NAILING PER SHEAR 5HEARWALL SHEATHING • _ WALL SCHEDULE PER SHEAR WALL SCHED. TYPICAL EACH SIDE 1 � I ('_13� PARTS' W /SHEAR WALL SECTION � ROOF 1 2 .,i STUD WALLS NOT SHOWN - SEE GENERAL NOTES ON SHEET 51.01 FOR ATTACHMENT OF STUD WALLS TO FOUNDATIONS. WWF - SEE FOUNDATION PLAN x x x x x x (2) 05 AT SECT 2 6 MIL VAPOR BARRIER I'-0 2 ONLY SEE ARCH DRAWINGS 2'-6" 2A ONLY (�_2�2ASECTION., SCALE3/4":14" 1/8 TOOLED OR SAWED Y -SEE NOTE 2 JOINT. BEE NOTE 2 SEE PLAN F W.WF. SEE PLAN STOP W.WF EA. -III— I I- STOP W.WF EA. SIDE OF G.J. SIDE OF C.J. I CONTROL JOINT (CJ) CONSTRUCTION JOINT (CJ) NOTE: 1. SLABS ON GRADE SHALL BE AS SHOWN ON PLANS. REINFORCE AS FOLLOWS U.ON. : 4" THICK SLAB - (oX6-WI.4XW1.4 LOCATE REINFORCING I" FROM TOP SURFACE. POUR ON 6 MIL POLYETHYLENE. U.O.N. 2. CONSTRUCTION JOINTS (C.J.) MAY BE USED IN LIEU OF CONTROL JOINTS. T�FICAL CONTROL JOINT DETAIL 114 { 16d NAILS AT 6" (2) LAYERS OF 1/2" GYPSUM WALLBOARD W/ BASE PLY NAILED TO 2x4 CON". W/ CONT 2x4 FACE: NAILED 6d COOLER NAILS At 9" O.C. AND FACE TO EACH TRUSS W/ TWO PLY NAILED W/ 8d COOLER NAILS 16d NAILS O.C. II II (2) 1/2 GYPSUM ALL50ARD f 2x4 BETWEEN SIMPSON A35 m 24" O. TRUSSES W/ W/ (10) 16d NAILS (4) 16d FACE SEE 5HEARWALL SCHEDULE, NAILS EACH FOR NAILING REQ'D 2x8 (1_0' T�PICAL SHEATHING AND BLOCXING SHEAR �ALL5 [DETAIL r SEE 51.01 FOR 2x BLOCKING W/ (4) ROOF SHEATHING Ibd NAILS TOE NAILED TO DBL. 2x TOP PLATE PRE-ENGINEERED TRUSSES NAIL ROOF SHEATHING TO BLK'G W/ 10d NAILS 6 "O.C. FOR 14A ONLY 3 SEE ANCHOR SCHEDULE ON DWG 1/55.02 SEE 51.01 FOR SHEATHING rl �14ASECTION 55.E 1 55.E 1 SCALES/4 :I -0 FI PRE-ENGINEERED METAL 5TAIR L3x3xl/4x6" LONG w/ (2) 1/2" DIA A.B. OR EXP BOLTS (2) 05 CONT-1 ' 3 SECTION 4jol SCALE3/4"-1'-0" 2x4 BLOCKING AT EA BRACE. TOENAIL INTO TRU55ES W/ (4) 16d NAILS EA END NAILS INTOO BLOCKIN'O.C. LADDER TRU55 2x4 BRACE 6 48"O.C. W/ (5) 16d NAILS AT EA END SEE SHEARWALL SCHEDULE FOR NAILING REQ'D__Z 1 5RAC I e AT END WALLS 55.�1 SCALES/4"_i'-0" NAILS PER SHEAR 16d NAILS AT 6" O.C. WALL 5CHEDULE CUNT 2x BLOCKING 2x4 BLOCKING W/ (4) Sd OVER TRUSSES TOENAILS m A END 16d NAILS AT I:o" O.C. NAILS PER SHEAR WALL SC EDULE 2x4 BLOCKING BETWEEN TRUSSES WITH MINIMUM (4)16d NAILS PER PIECE SHEATHING TO MATCH SHEAR WALL SCHEDULE NAILS PER SHEAR WALL SCHEDULE 2 x 4 CONT F3�> ��TION 11 A NAIL g 6"O.C. (2) 10d NAILS EA WOOD STUD SECTION 55.�1 SCALES/4"=I'-0" 2x4 CONT. NAILED TO EACH TRUSS W/ (2)Ibd NAILS AND Sde4" O.C. TO 2x4 CONT. SEE 5HEARWALL SCHEDULE FOR NAILING REQ'D ra SECTION SCALE3/4,,mv-0" 1/2'' 0.5.B. SHEATHING W/B6NAILS aroll O.C. WE5 MEM PRE -ENGRD TRUSSES �j 6" 51 S N A35 EACH O.C.NY41L5 AT 1 SIDE AT 48" O.G., OR OE H SIDE 16d TOENrAi1s,5 EACH 51DE AT 16" O.C. SEE ANCHOR SCHEDULE NAILING PER SHEAR ON DWG 1/55.02 WALL SCHEDULE 5HEARWALL SHEATHING TYPICAL PER SHEAR WALL SCHED. 311 EACH SIDE 2X1fD 1.2 PARTS WALL/SHEAR WALL SECTION a ROOF NAILS PER SHEAR WALL SCHEDULE CONT 2x BLOCKINC OVER TRUSSES 16d NAILS AT 6" O ) NAILS PER SHEAR WALL SCHEDULE 1 SECTION SCALE3/4" -0" SECTION I(o SCALE�.rs. �O2 1 NAILS AT 6" O.G. ATHING TO MATCH AR WALL SCHEDULE A II 0 H 10 NOTES 0 0 0 r2 12/20/00 PERMIT 5ET 1 09/20/99 BID 5ET Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PUNS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, 1997. AD VA STRUCTURAL ENGINEERING 1265 South Somoran Boulevard, Suite 1201 Vinter Park, Florida 32792 — 407-677-5836 Fax 407-677-5894 STONEBROOKII Dr - AT SANFORD CITY OF sANFoRD, FLORIDAPate 5ECTION AND 35.01 DETAIL5 FILE: �9951C/112 PLOT SCALE: LAST PLOT: 1 y L 1 r . r 3 u I. u u 5 n 5 i 2 x 4 CONT F3�> ��TION 11 A NAIL g 6"O.C. (2) 10d NAILS EA WOOD STUD SECTION 55.�1 SCALES/4"=I'-0" 2x4 CONT. NAILED TO EACH TRUSS W/ (2)Ibd NAILS AND Sde4" O.C. TO 2x4 CONT. SEE 5HEARWALL SCHEDULE FOR NAILING REQ'D ra SECTION SCALE3/4,,mv-0" 1/2'' 0.5.B. SHEATHING W/B6NAILS aroll O.C. WE5 MEM PRE -ENGRD TRUSSES �j 6" 51 S N A35 EACH O.C.NY41L5 AT 1 SIDE AT 48" O.G., OR OE H SIDE 16d TOENrAi1s,5 EACH 51DE AT 16" O.C. SEE ANCHOR SCHEDULE NAILING PER SHEAR ON DWG 1/55.02 WALL SCHEDULE 5HEARWALL SHEATHING TYPICAL PER SHEAR WALL SCHED. 311 EACH SIDE 2X1fD 1.2 PARTS WALL/SHEAR WALL SECTION a ROOF NAILS PER SHEAR WALL SCHEDULE CONT 2x BLOCKINC OVER TRUSSES 16d NAILS AT 6" O ) NAILS PER SHEAR WALL SCHEDULE 1 SECTION SCALE3/4" -0" SECTION I(o SCALE�.rs. �O2 1 NAILS AT 6" O.G. ATHING TO MATCH AR WALL SCHEDULE A II 0 H 10 NOTES 0 0 0 r2 12/20/00 PERMIT 5ET 1 09/20/99 BID 5ET Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PUNS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, 1997. AD VA STRUCTURAL ENGINEERING 1265 South Somoran Boulevard, Suite 1201 Vinter Park, Florida 32792 — 407-677-5836 Fax 407-677-5894 STONEBROOKII Dr - AT SANFORD CITY OF sANFoRD, FLORIDAPate 5ECTION AND 35.01 DETAIL5 FILE: �9951C/112 PLOT SCALE: LAST PLOT: 1 y L 1 r . r 3 u I. u u 5 n 5 i WALL SECTION a ROOF NAILS PER SHEAR WALL SCHEDULE CONT 2x BLOCKINC OVER TRUSSES 16d NAILS AT 6" O ) NAILS PER SHEAR WALL SCHEDULE 1 SECTION SCALE3/4" -0" SECTION I(o SCALE�.rs. �O2 1 NAILS AT 6" O.G. ATHING TO MATCH AR WALL SCHEDULE A II 0 H 10 NOTES 0 0 0 r2 12/20/00 PERMIT 5ET 1 09/20/99 BID 5ET Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PUNS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, 1997. AD VA STRUCTURAL ENGINEERING 1265 South Somoran Boulevard, Suite 1201 Vinter Park, Florida 32792 — 407-677-5836 Fax 407-677-5894 STONEBROOKII Dr - AT SANFORD CITY OF sANFoRD, FLORIDAPate 5ECTION AND 35.01 DETAIL5 FILE: �9951C/112 PLOT SCALE: LAST PLOT: 1 y L 1 r . r 3 u I. u u 5 n 5 i FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PUNS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, 1997. AD VA STRUCTURAL ENGINEERING 1265 South Somoran Boulevard, Suite 1201 Vinter Park, Florida 32792 — 407-677-5836 Fax 407-677-5894 STONEBROOKII Dr - AT SANFORD CITY OF sANFoRD, FLORIDAPate 5ECTION AND 35.01 DETAIL5 FILE: �9951C/112 PLOT SCALE: LAST PLOT: 1 y L 1 r . r 3 u I. u u 5 n 5 i a 2 A 7 y. 6 i RZ P 4 F I" rjo a 0 S a k;1"JUY'UF SAJNFORD9 SEMINOLE COUNTY, FLORIDA 1 i D i 3 . ``. ARCHITECTURAL SWEETS A10.00 TITLE AND INDEX SHEET A10.00a SITE PLAN A10.01 POOL CABANA PLAN AND ELEVATION A10.02 POOL CABANA FOUNDATION / ROOF PLAN AND SECTIONS `A10.03 co DOORS AND WINDOWS SCHEDULE 4 DETAILS W A10.04 TRASH COMPACTOR PLAN, SECTIONS, AND ELEVATIONS A10.05 ` MAIL KIOSK PLAN, SECTIONS, AND ELEVATIONS .-, ..1 0 A10.06 CRATE HOUSE PLANS, SECTIONS 4 ELEVATIONS " 0 Clj N STRUCTURAL SHEETS Pjq 55.01 POOL CABANA STRUCTURAL, DETAILS AND FRAMING W M E.P. SHEETS P10.02 AMENITIES PLUMBING PLAN P10.03 PLUM51NG SCHEDULES AND DETAILS m 3 73 H10.02 AMENITIES HVAC PLAN W HIO.03 HVAC SCHEDULES AND DETAILS rV o E10.02 AMENITIES ELECTRICAL PLAN Z E10.03 ELECTRICAL SCHEDULES AND DETAILS z y H i'- Q Lj I- 0 U Q I 2 3 1 9 0 I n L C E F G I NOTES 0 0 Q 5 12/22/2 qcallt� controlled SUBMIT FOR PERMIT O1r1PJR�l Q 4 12/21/20M BID SET 3 08/12/99 PRELIMINARY 510 Q 2 01/14/s9 BID S8T REVIEW Q I 06/18/ss OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 5T0NE5R0('^"v I I atSANFORD AMENITIE5 5EMINOLE COUNTY, FLORIDA C-� Apr. I -Data 3659-42 TITLE a INDEX SHEET M A10.00 I -M Fm A1000 nm oc&E: 12 ' =V - 0 ' LA6T PLOT: a 3 4 5 A 5 C ID F ' I � ¢ d- . co � W 0 0 CV Ljj I t— Q tD 3 o� 3 I L W W z H , - z o - 1 F W n 0 U W U ¢ n 11= 2 CODE 5UMMARY MMXAM 04M 01. STANDARD BUILDING CODE, IS% EDITION 02. STANDARD MECHANICAL CODE,1954 EDITION 03. STANDARD PLUMBING CODE, M4 EDITION 04. NATIONAL. ELECTRICAL CODE, IS% EDITION 05. FLORIDA STATE HANDICAPPED ACCESSIBLY CODE ISSI EDITION, CHAPTER 553, PART V 06. STANDARD GAS CODE, M1 EDITION 01. NFPA 101, LIFE SAFETY CODE,1"4 EDITION 08. ANSI 111.1 on APPLICA5LE NFPA, STATE, FEDERAL 4 LOCAL CODES OCLIPANCY tGWO 5) RESIDENTIAL - MULTIPLE DWELLINGS GROUP R2 TENANT SEPARATION (PER 1043.1 AND TABLE 600) 1 HR AREA *0 ~ LMATION (TAKE 500) I. MAXIMUM HEIGHT 40 FT. 2. MAXIMUM NO. OF STORIES 3 3. AREA: MULTISTORY 15MO SF. / FLOOR CONbTi�JG110N 1YI°E lCR'�4P1ER i) RESIDENTIAL TYPE VI, UNPROTECTED TYPE VI, IHR PROTECTED , NSPRWLERED, 6PRINKLERED (SPRINKLERED R-13) pK I°RDteCTiON '@ii5 (TAKE 600) 1. PARTY AND FIRE WALLS N/A N/A 2. INTERIOR BEARING WALLS NON -RATED NON -RATED 3. INTERIOR NONBEARING PARTITIONS (PER 105.12) NON -RATED NON -RATED 4. COLUMNS NON -RATED I-HR RATED 5. 5EAMS, GIRDERS, TRUSSES AND ARCHES NON -RATED 1-HR RATED 6. FLOOR/CEILING CONSTRUCTION 1 HR I HR 1. ROOF/CEILING CONSTRUCTION NON -RATED NON -RATED 8. EXTERIOR 5EARING WALLS HORIZONTAL SEPARATION: 0 FT TO 3 FT 1(0%) 1(0`>0). OVER 3 FT TO 10 FT 0 (20%) 0 (20%) OVER 10 FT TO 20 FT 0 (40%) 0 (40%) 3 EXTERIOR NON5EARING WAILS HORIZONTAL SEPARATION: OVER 0 FT TO 3 FT 1(0%) I M) OVER 3 FT TO 10 FT 0 (M) 0 00%) OVER 10 FT TO 20 FT 0 (40%) 0 (40%) AT TENANT SEPARATION WALL THE FIRE PROTECTION I;zEOUIREMTS OF I HR SUPERSEDES THE TABLE 600 RE( IFFEMENT OF 0 HR EXITS C EXITS ACCESS C OTHER SPACES C FIRESTOPPING PER SECTION 1053 AND 1104.1 DRAFTSTOPPING PER SECTION 1053, 2305.1 4 23062 511 TnE`Yu.SUMMI' ,RY - � �./�fN„ wil 1!&f: WM OF BUMS BUILDING TYPE I (BAAB) 30,0% SOFT. 2 BUILDING TYPE II (5AA5) MOO SOFT. I I BUILDING TYPE III (C55C) 21,223 SQFT. I BUILDING TYPE IV (5555) 33A69 SOFT. I TOTAL BUILDINGS 5 UNIT A - 15EDROOM IN 1� 36 UNIT 5 - 2 BEDROOM 68 UNIT C - 3 BEDROOM 8 TOTAL UNITS 112 v v< 5HADED REGIONS ARE 3 6TORIE5 TALL UNSHADED REGIONS 2 5TORIE5 TALI.. NOTES 03 a® U 0 Q 5 12/22/200C SUBMIT FOR PERMIT = Q 4 12/21/2000 BID SET Q 3 08/12/99 PRELIMINARY BID 0 2 0"1/14/99 BID SET REVIEW Q 1 06AOMS OWNER REVIEW Rev. No Date Issue History N FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 0 Y 71 C - I N N N L N 1- U W 2 U < = If U ill4 O "trolled Y 1. W � l W FSiONEBR00K I I atSANPORD AMENITIE5 V'w 0(0/1&Aq s�,��E C�r. FLORIDA 51TE PLAN a 10.001 �Le A1000a m or ix-aa: 12' =1' -0' Lmi rear: 2 3 4 6 1 8 9 10 E C D E F Q r-, d' 65 W 0 0 cu � G W w Q U3 3 Q m 3 S_ 4 W W o 2-7 _ Z _ o H Q W 1-- 0 U w U Q J n �3 { LOUVER PIBE�aI., ANTI:FIx saLPts� s MAGNA W u 1 ' RAISED ,\ STUCCO I 83 FOOLZ FORAGE I 1 M: .......... ice' I 1 1 � T1 ( {L I _ �R.� �;._,.,,`CiS\'t`.iM*,A.,.t'fsxr. ♦S: sh ,i.a.x....u..,.,,,,,a , . �..i`.�'i+ z. h I I �VND IN NI LOUVER P15EP;nLASS SNI { Y ANTEPIX SCULPTSTONE M o 0 „S MAGNA WALL - 3 PIBER2L.ASS CO O y �4 TEXTURED ONE I MAGNA WALL n NE,R 4" H.M,<,L.,.,.,, ia♦a>;,..,>�;,a.l.//liwaa�s'iSwn,�,`"�,... :.,,..,..�: A.a,.,.��;SiK'<.�``Y.`a,�`��z.:3',`�,`�*Ec�,,.,,..,,.,.,v„�:c"s.m.,xx,'♦.,�,<�'a %c z�,,.,,,.,.,r:;..%� GABLE EI 10�2 FSERGLASS COLUMN RAISED STUCCO BAND TEXTURED ONE COAT MAGNA WALL PER N.ER 455 Gi 3/16' = ATION ATION, 12 12 =1I 1 51p�) 231-1' T.O. CUPOLA IT-1 3/8' RIDGE. HT. 10'-0' AFF. TRL155 RR. HT. 0'-0' FIN. FL.R 231-7' T.O. CUPOLA IT-13/8' RIDGE. HT. 101-0' AFF. TRUSS BR. HT. '8'--3'AFF DOOR HEAD HEIGHT 01-0' FIN. FL.R 231--1' T.O. CUPOLA 111-1 3/8' OIL RIDGE. HT. 10'-0' AFF. gk M55 5R. HT. 8'-1' WINDOW HEAD HEIGHT 01-0' FIN. FL R. 3 4 5 6 8 9 10 C N E F NOTES i 0 0 A 6 03/02/01 5UIL.DING DEPARTMENT COMMENT5 Q s 12/22/20M SUBMIT FOR PEWIT ammm`o� vonea Q 4 12/21/2000 BID SET Q 3 08/12/°J9 PRELIMINARY BID Q2 01/14/99 BID SET REVIEW Q I 06/18/99 OWNBR REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Vinter Park, FI. 32789 (407) 629-0595 H 5T0NE15NvL1-'N II a, at 5ANF0=rw AMENITIES Ct. 06/I8/99 SEMINOLE COUNTY FLORIpA R, 3659-42 POOL. BAtN PLAN AND A10.01 ELEVATION 36594001 FLorecru.,=: IT: V-0' LMTPIT.. A 5 C D E 7{ co W 0 0 Cl1 N W W I f— Q l-0 •. 3 o� 7 L Q > W W o - Z z - - N Q ,.I ry n U W I �U�•• �L n FOOT ING REF. SHE1=? 5501 1.4tt All 1 IAF AI . . 1: € 1 # , ; > ... € i I 5 �� a a s s _ t S s � .,-- ... .. ...............k ..,.".... ( � k 1 # .<#} n♦ 2:>•$ GI ` ..................,c,..3.......�...... .......... .................;.:.>.t€.}Y " ' E ` [ I/1=1liIL I /TJl(/I € # i - ...... 1 4 , I f i4.... .... , .. • IMPP3�ON Hit410 EA. ? € ' : f „ t , > # » _« I SEE ?RUCitiv4t. .. ..._..., •'',. :f>, B. v y , , t ,f ULW- 3 € f c 2 - 2 x 10 STFWTURAL 1 u € , f_ i f3....................... € 3q ,.....:................: --^i , t € - 3 x v SEE f, f: tj # i { t k € I 1 's —�--D , k 3 : : - f . I .......... VINYL ) j 5 c : . t ,.. R..».__ .,.,... »..,_., . , 1. _ f... :i n £i ' r- {{ - > g `, € � SOFFIT GLIPS , € — I I , ... R £ r' iy f# f VINYL FASCIGUTTER A : e: ,E , s I ( f i r f R . , I s f .# I 1 i #) # t #( € +t , j V tr ,5 •I y .. ri i > :i i , y DM SPOUT \ #i F f f 4• )'b 3� t� 5 it if 2x t f WOOD r;a € F # , .3 # . F t; . { ' FRAMNGE t s# t f' # I : f i f • 1' ..r € s t s d i I { E I ;»»__,.» ...,.»..._,_. i �. 3/8 STUCCO FINISH-...:.. ' I t i f I" Ulm N I PAPERBACKED METAL LATH r - % ♦ I \� t d .., t. TYYEK BUILDING WRAP 5/8' 0�J3 SHEATHING s - 2 2 x106 BEAMS — — — I I W/ SIMPSON HUC 410 EA FIBERGLASS COLUMN 1 — #- 6 X 6 1WVV WI.4M ®\ ✓ �'. , 6x6W00pPOST I a ---- ------------ I I W/ SIMPSON ANA(V TYPA` ' GIRDER TRUSS F i t ......::.....:..........................:........... y..:..... ....:..:: ......................................................... 2 2 x106 BEAMS 3 W/ SIMPSON HUC 410 EA END FOOTINGPLAN gg , 1/4':1'-m r%VOF PLAN a1 r t, .: o:..:::::.:. :. ,.>::,::,r.-::»..f; t:♦,:o.>i.>is::.:rr!;:c»»:;ar.:.:...roi:}.a: :<.;:: ';.:u... <:.:::..>i:::>:: . >.. ... \ty..,. .....r ....a'; v;v:>.:.. h r- ::,>:<o;:: a>..>,:c.: ii.';ic>:.:::..,. .,: ;wiv ♦ �< .......... a�FC\i.�....................a.. ... :... .,,...,:.»:.rt..,.;»•:�:,..ra:<�».;:�t'-,:..>,.. , .�.,yr•:. :»s .:.. <\\: �:3s •::f'w..-.. :............:......._._......._:.:.:......,..........:.,.............».,..........,...i.,,.....t..♦'�:>.::!/.3'off.,..n,,,:a.«:n:.»:>:ar::;,,,:s:���c��..3�i��:..,...r,�;�.\�<>.�;«<.:f<�<.�,ia�`z`xa`���a...:,..�.0 r I !2'F 3 ♦♦♦rr.....■.......rr�♦♦ +�1 € ALUM. SOFFIT y aM , I I ONE GOAT STUCCO ■ c. I 5 f •I. 3/8 MR'MAGNA L' ■ t € f f # PER RER 45S ■ ■ .S ..: .:..:. ....:.... ... .. ... ... ......... ` ; ». 4 USE W/ SIMPSON ABU66 TYP. f �� I BUILDING WRAP (Trv% 55�3 I , ,, ■ FOR COLUMN BASE PLATE. I I ' �€ # GALV. M>'L.. LATH , 1 ■ � ♦ � '. �s3 € rrr�;� q. HEADER SEE STRUC. s I 1 1 6N of I 1/16 O,S.B SHEATHING TD.CUPOLA - ♦ ♦♦ � � � , 5��,�.t: A10�1 :3 METAL M MED F8 FA AI0,01 d ° , CONTNUOUS 11-1 3/8 ■ Y3. 1 CAULKING CONTINUOUS RIDGE. HT. .. 1 TERMITE CONTROL 4 ry i 1 bum ■ ■ 1 ■r♦ 1 1 s WINDOWD �.MALE FEMALE -x ♦O \ r i F5 ■ ■ s'i i ■ ■ .r .... ..::r.: .4 El 1 ❑ �♦ ,� 550) o nl ♦..■.... CAULKING CONTINUOUS \ HS liR WOOD TRIM *' • as �a ♦as♦♦ A1001 A10�1 BITUMINOUS � 0 � ♦• \Y >F: >:• oi— :; SEALANT CONTINUOUS "----_ x \ ■ ■ ♦ { � FLASHING r 11 EXPANDED Q POLYSTYRENE 1 s s ONE COAT STUCCO ♦ter... ..i►♦ 3 ? 3/8 MIK 'MAGNA WALL' PER NE.R 451 " r GALV. METAL LATH BUILDING WRAP( TYYE 3 I ,'v szr 6.. ,s • SECTION HI _ 9CTION CO1.U1"IN 1/4 -1 0 1 =1-0 3% t IN SILL DETAIL............. # F Ha ID - - SECTION DETAIL..i SECTION, ETA 1 11 i I p� 1�2'=1f'0' r 1/2 =1-0 / 1 2 3 ¢ 5 6 8 9 10 3 5 C E NOTES A $ 12/22/2 [ uelt ollsd SUBMIT FOR PE�a"ilT Q 4 12/21/2000 BID SET Q 3 09/12/99 PRELIMINARi' BID Q 2 01/14/99 RID SET REVIEW Q1 06/18/99 OWNER REVIEW Rev. No Date Issue History kF� FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Vinter Park, A. 32789 (407) 629-0595 51OIY�l.JI�OI/I� I� a at 5ANPOrwn"a"' N AMENITIE5 Date 06/18/99 SEMINOLE COUNTY, FLORIDA 3659-42 POOL BATH FOUNDATION /ROOF A10.02 PLAN 4 5ECTION5 36121002 rwrecas 11'=I'-0' uernnr: 1 2 3 5 (0 10 A B C D E F Q co w J N N Pq G W L:I Q Q L3 3 m Q ` W ry W o - Z Z o - N ry .n 0 U W U Q J R-13 BATT INSULATION � EXTERIOR FINISH SYSTEM .� O.S.B. SHEATHING 3 2 x 4 WOOD FRAMING 5 ONE COAT STUCCO 'MAGNA AT I6 O.C. WA!_!_' PER N E.R. 459 14 • ...' �:. R-II BAT INIKI ATION PAPER BACK sl METAL LATH FIRE RETARDANT GYPSUM WALLBOARD BUILDING WRAP VAPOR BARRIER x TYVEK OR EaJAL 50 Oa6B. SHEATHNG CONT. STUCCO TRIM BAND J MOLD - CONT. 5i8 x GYPsuM WALLBOARD CORNER BEAD ....• .... r:..; . , SEALANT CONT. - TYP. ,. f SEALANT, CONTII10119 WOOD HEADER :.: METAL DOOR TRIM CAULK - CONT. tREFERENCE SINGLE HUNG ALUM. STRZTURAL) WINDOW W/ SCREEN SHIM AS REQUIRED ^r i110 �� i UNDOW HEADHOLLOW METAL.r V _ — ---- DOOR FRAME ; 3' -1' O t IN X I 0 0 C5 3 1 YJ �s ' r .Cr; ',,.:::.:v.., :.vCv^:.:..?;sr;•q.is><.<. - >v:'•xvy' _ < ..::.:w::>rw •... �:nK,:6,w,:.•uc��a.3.k, .'sva#sa?:Ykz;;xxS>>. �'.3,w,�;.'�i''\:' :.�3,*,'a�� ».. 3; a> k`.,`:�ik,'w$' 7- v.:S�v i.. : Y \..a ,.y "`C �s, ::Y• !.> > \, - » ,•s, \,ems, ��t.. , ::'raa^%a,.<'::::,. � \ . �H. 'S .� :s :�r :ra,.r h s :'� :x 'v6. ?t ' ^.,�.,,....`�.'•av1\`vul`�i`�:;ea.. : v �,^ .::. M' >. n :N $>\\ <,. ,� ..x. v\ . \ @.:,.. . �a ..:..n, ,,,,, _.a,._ <,,,,,,,,n.,.k....���i a�v'ri.�...s.sv/' �,"�\�,.�.a.w'�SS a.c>..oVaSJ .... �: ,. \.. `:::.r:h `:'\•'h .:. v. ...fkJn. ..0 .. ,.�,:. �i .,5.. ,.a: \U"tr .,^.;w•<.Sa :E> 'x �. .s'�1�\•.`�`�.Y,...zrw.'/i.'�. c.,z�. ... •:..�.x)..� :... ..,.>._n.,:,\' n..,..a..,.:<.r..•a4,x\tE�a_.,.:..;:;::.4;*�>:;;::.w.u��:Gazs::<.>.,:3:men.,x,,,r'..,s�A4.ava..,,....a:�i\`.a1�{`<tii.,: '� .,,,.,, •„_.,die,:',.��%::w;x�,a..,.,,.s,<;.:a��..3?i.,•>x��.:;<ei.?ru:.;.��a.;,Ir/G:....,w,:a4:��.r/ METAL FLASHING CONT. SET IN A FULL BED OF MASTIC CONT. STUCCO TRIM BAND ONE COAT STUCCO x 'MAGNA WALL' PER O.S.B. SHEATHING _ N.E.R. 459 SEALANT CONT. TYP.. PAPER SACK J MOLD - CONT. i METAL LATH 6SINGLE HUNG ALAI a . , i ,, iiii /' = // ' , ®©®--®mm EXTERIOR FINISH SYSTEM W WINDOW W/ SCREEN SARR ER 06,13. SNEATHINCs — ,.. SEALANT, CONTINUOUS , ;' 1. '. •.; .. t.: ..:. .. . .....:. . .... :. ..._.. . " ^ CAULK - CONT. BUILDING WRAP MARBLE All -SET IN R-13 BAIT INSULATION - HOLLOW AL 2 x 4 W00 MIN A DILL. BED OF MASTIC DOOR FRAME D FRA G CORNER BEAD AT 16 D.C. FIRE RETARDANT METAL DOOR TRIM GYPSUM WALLBOARD 2 x 4 WOOD FRAMING R-I1 BATT NWLATION Y XTERIOR DOORJAMB E5 3WINDOW JAMB El " 3'=1'-m .> ? .. M: 6 y :. » :.... r .. u.TC:.... ......../. a� .. w.. ....row' ; X. ..:»; .:?, u.v h.. :n4\. `% .rr nr{.: »?. ,.. �vr:..n.o....na....tst.a s:»...:..r:r➢)�.i�J�`r: r , .<,.F.E:..<;�; .. 9 et, .. : o s>. <. :::.. . <. ,.r.. ar.;v:; ..1. '•:<.. .� i- h i'a. .,E c r3, � ;s •..crr ..�..» r3<' '_� r wv �.., �ru,?.. �. •'\ > .. z> ><. .,:..: n ..n.:.....,. ., .�aw. .n� n .'�L`C5'��<,;. rr..i9>x� ,<3..A�»��'� rr . : ......: ... n,. v>orXss�:�.:\ z�'x,% ,�t�'IrJY ..,......- :::::::::.... ..»�,i•:•ia*xa�L ,. ..... ; .>..f, :. �, �it�' ..m:. a>Y,:�\�.,"�:aa.<,'�s\Z.:? .�u.�... k 'n}/reams•3b.,ea,.a:wG.»�.r�r,....>3a'a•�':m..??w:n..... ., '.'S.t�.n..n.n.,.;4:�•:�:,`C.&?�*�;...r:�s<...�w....:':^•r,�ra.. 4 i SINGLE HUNG ALUM. X RIOR INTERIOR I I I I WINDOW W1 SCREENY F ALUM. THRESHOLD - METAL FLASHING CONT. 1 SET IN CONTINUOUS CAULK - CONT. I i SET IN A FULL BED OF i E MASTIC LEVEL AT ENTRY POORE BED OF SEALANT MARBLE SILL SET 3'-0' MIN. BEYOND DOOR SEALANT CONT. - TYP. IN A A FULL BED MOLD CONT. 11/2' O MASTIC 1:12 MAX. SLOPE CAULK - CONT. N FIRE RETARDANT ° ° 4 a A GYPSUM WALLBOARD - d e ° k EXPANDED POLYSTYRENE d d' ° : a ' SHAPE (EPS) 2 x 4 WOOL) FRAMING EXTERIOR FINISH SYSTEM AT 16' O.G. �� �N������� — BUILDING WRAP � CONCRETE SLAB R-13 BATT INSULATION 1/2 EXPANSION JOINT FILLED O.S.B. SHEATHING (SEE STRUCTURAL) W/ EXPANSION JOINT MATERIAL h: Xt. DOOR THRESHOL12 1 3':14 ALL EXTERIOR DOOR THRESHOLDS TYP. W IN OW ILL 3':1'-0 3 3 s:3 1 Z 3 SHIM AS REQUIR HOLLOW METAL DOOR FRAME 4 5 6 -1 1V) 7 D E F H DOTES A 0 Q $ I2/22/2 l ua Ii eonlro Ilsd SUBMIT POR PERMIT m�/ZrDl�mIDl Q 4 12/21/2000 BID SET Q 3 08/12/99 PRELIMINARY BID Q 2 0-1/14/913 DID SET REVIEW Al1 06/18/99 OWNi=R REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 5TONEEINVO^ at 6ANFOnnrw AMENITIE5 =.•SEMINOLE COUNTY, FLORIDA 365`21-42 WINDOW5I DOORS SCHEDULE A10.03 AND DETAIL5 FILE: A1003 MOTIZa.F: 12':1'-01 LMTILar: 4 a O Ld 0 Od cd w w Q LO 3 Q { o� 3 L j 4 1 ¢ W r W . o _ z t F c G E F G H M■ CONCRETE WALL CAP 8" RINI=ORCDCMU Z N W/ 6 REBAR w 1611D.C. o BITUMIN WATER PROOFING nc - 3000 P51 CONC. PAD W/ REBAR 6 12' O.C. EA WAY AS INDICATED 6 BOTTOM III-1 I I III=11 AND 5 g 18' is TOP EA WAY III.—III=1 III III —III —I i 011 T _ � _z 6 .-�p •.L- II—� I.II I—III-1I—I�I a III ��I IIII�II � I—III-1 I I _— � • .' I I—III-1 I I I —III _I I I- —I � —III 6 MIL. VAPOR BARRIER -1—1I1=1I I=1I1 = I= I=1I WELL COMPACTED SOIL — — — _ _ _ _ NOTE: Fr, 3000 PSI CONC. 6 28 DAYS) Fs 60OW PSI (YIELD REINF.) $OIL - 2000 PSG PLACE 2 05 CONT. (BOT) UNDER WALLS AS SHOWN RETAINING WALL f COMPACTOR 1'-0' ) fury ffix 1'-41 fo'-41/2' 4 L IS'-31/2' HANDRAIL �r TRASH COMR�TOR BEYOND II--------------- 14-10 1'-4' 15'-0' 3'-0' 41 LEFT SIDE ELEVATON 1/4' = 1'-0" k .,,.:::::: :......:::.:::a 3'�xn£t.,:»•:rr%rr2ux f.o,v .. . ,.. ...o.,•., .,. ,.....: , ,:. .... .,. . r�:: . ,\.» ........:.n. Cam% r.: .. ......... .. , .... .. : . ,.....; `: .. ,. �<.:::::... \vv,., .• ....,...a% .,. .....,.`r. ....:. ... `S?..ft .. ..,, .. . , : .�.:� ,... .r ., r .an, . .no-.. « ..:.,..,:,,.....x.,....,,^..nnA.�,,.,�^,k.n>.<.:�>•r,..<.r,nr,Eea,..,...> .,...�[rr 4i�a..:........ •:a::;.:�: � ..: :�.��:.<':: :....ten......... n,...:.!,.,5n ,.n.:....x+s ..... :..n:.:......: ::.:. <h:.:. x I -4 2S _8 Elev.Top {CIA — — — TRASH COMPACTOR BEYOND FILL ALL FOUR CELLS W/ 3000 PSI 0 a - - - - - CONC. REIN. W/ 1 * 6 EACH CP--___- CONTROL JOINT JL__--JL-----JL L_J _�_ _------- 3/8 EXT. FIN. SYSTEM �L_ �L--=- -1r_ it it ii - _„ FINISH TO MATCH APTS. ,� ii - T-_ it II ------------ --- I---� DI • II' s•I•I i�� • n .• Ir 10.0 "' l i ; RIGHT SIDE ELEVATION 1/4- 1'-0 O : HIPILAFER / HINGE DETAIL, 1/2' - 1'-0' o 1 2 3 4 -� CONCRETE APRON Ell C D E F 5 NOTES .QNIERAL NOTES: 1. ROOF LIVE LOAD = 16 PSF (6:12 PITCH) 2> DESIGN WIND LOAD = 100 MPH W/ SHAPE FACTORS IN ACCORDANCE WITH SBCC LATEST EDITION. 3> DE51GN 501L BEARING PRE5URE = 2000 P5F 4) CONCRETE SHALL HAVE A MINIIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI, A SLUMP OF 3'-5' AND A 2%-4% AIR ENTRAINMENT. 5. CONCRETE REINFORCING SHALL CONFORM TO ASTM 415, GRADE 60. MIN. LAP SPLICE = 48 BAR DIAMETERS. PROVIDE CORNER BARS AT AT ALL REINFORCING. 6. CONCRETE WORK SHALL CONFORM TO ACI 318. 1. ALL WOOD TO BE SOUTHERN PINE *l. 8. PROVIDE PRE -CAST LINTELS OVER ALL OPENINGS WITH A LIVE LOAD CAPACITY OF 300 PLF E A DEAD LOAD CAPACITY OF 350 PLF (MIN.). 9. INDICATES 8" REINFORCED MASONRY (CMU) W1$6 BARS a 16" O.C. 10. INDICATES 8" REINFORCED MA50NRY (CMU) Wl0 BARS S 48" O.C. 11. INDICATES 3 1/2" 22 GAUGE METAL STUDS AT IVO.C. WITH 5/8' GYP. BD. UM PLIN B G NO TES 01. SANITARY WASTE PIPING BELOW GRADE, EXTEND AND CONNECT TO SEWER PIPE. REFER TO CIVIL DRAWINGS FOR CONTINUATION. 02. DOMESTIC WATER SERVICE BELOW GRADE, REFER TO CIVIL DRAWINGS FOR CONTINUATION. PROVIDE SHUT-OFF VALVE IN SERVICE BOX. 03. TRAP PRIMER VALVE. 04. CONNECT 1/2" CW FROM TRAP PRIMER VALVE TO DRAIN AS REQUIRED. I I I i i 0 $ 12/22/2000 C ualf eontroll ed SU er1lr FOR P>=RMIt mia Q 4 12/21/2000 BID SET 3 08/12/SS PRELIMINARY BID Q 2 01/14/99 BID SET REVIEW Q 1 I O6/IS/SS oujn1ER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 5TONEBNL/0^ II atSANFORp AMENITIE5 sE,INOLE pow,. FLORIDA CIL r' DIt, 0(0/18/99 TR4SH COMPACTOR PLAN a ELEVATION5, AI0D4 FILE: A1004 PLo1 stall:: 12' = I'-0' LABT KOT: IL A E 7t co c:) C) (v cu L3 0) rie Ljj r Ej Li r) U LLJ < • n 2 3 4 5 (0 10 PREFABRICATED ROOF TRUSS (SEE STRUCTURAL) DIMIEVIONAL SHINGLES 2"A 4' WOOD MMNG IW2' 0.SJ3 SHEATHING 05 ASPHALT SATURATED FE 1 2x 4- WOOD FRAM LT 6' x 6' WOOD COLUMN 12 OFF -RIDGE VENT A EXPANDED POLYSTYRENE + YSrnRENE HURRICANE STRAP SHAME (SEE STRUCTURAL) 2 LAYERS 5/8' 1-rn 1XI Gza 1460.6J3. SHEATHING 1A6'ObJ5 SHEATHMs 13LIDGAW (TYVEK) 3/8, STUCCIO (MAGNA WALL) GALV- MTL DRIP EDGE. T LI1 2' x 6' FASCIA WITH ALUM. WRAP N BLDG. MAP VINYL SOFFIT EXPANDED POLYSTYRENE SHAPE 2161 21 I1 111 Sir, 11 1 1 0 1-1 6- 1.-------- C3 614EE1• METAL FLASHING SEALANT CONTINUOUS 2--V. 6, x 6' W= COLUMN EAM/ EAVE DETAIL, COLUMN DETAIL 1/2 =;'-0, v 51 11/2'-I '-0' SIDE ELEYet ION F T ELEVATION 1/4' =1 ON BLIXI WRAP (TYVEK) 56 58 i/4'= 1 -0 SIMP50N CC 511/4 PL 3/8' x 3 x (o 1/2 1 6' x 6' WOOD COLUMN Fo 1/16' 0.6Z SWAT14NG 5. W1 (4) 3/0 A.B. PS (0 21-4j- 31- x x 1/4' L BASE PL 1/2'x 10 X V-0 3/6' STUUCO MAGNA WALL 0 0 - >0' XA, ---------- ----------- OFF -RIDGE VENT 12 N� -------- - ---------- EXPANDED POLYSTYRENE 3/8' PL ACROSS ---------- INSIDE OF T.S. L SEALANT CONTNUOUS WEEP HOLE EACH VBEAD SIDE OF T.S. (D (D 1 0 0 � GALY. SHEET METAL 2'x 4' WOOD FRAMING-1, Ak FLASHING 11/2, 3' xONt 0.4 INCH g, 11/4',-% 11/2' ' 1411/4 M,�IL BOA. I®' -- COLUMN ------------- CAPITAL 11 C3 31:11-01 ........... .. ................... . • 3 1/2' x 111/4' P5L. ASE PLATE DETAIL/ SECTION ------- 11/2' 1' ON (2)1/2' 0 THRU BOLTS (5TRUCTURAL ONLY) 12 10ld5 0 TS b x b x 1/2 Al ----------- 01 "w. 0.05 0 11 GROUT ------------------ AIR ELEVATION SIMPSON CC 5 1/4-8 =I -0 3 #4 EACH WAY (MIN) 1/4' 2 05 CONT.<=181-01 ------- ell A -TI -01 21-101 101-41 2 le V 11 4 Ilk, 01 1 TRUSS T.O. BEAM b ----------------------- ST TO 5 AM CONNECTION ----------- ----- -I _III � - F E (o 1 :1 0 1/2 HI 3 E J--j CONTINUOUS - I— -I- —I— _j L —I— -L —11 —77 1 r 0. COLUMN COLI i � I —I I i i 10�5 I i I I I 6 -9 S UMN 6ECTION I? DOUBLE TOP '07/ �E3 1 II 0 GAP L SIMP50N H5 U- r- —I— -T- —I (0 11 EA. TRIJS5 A10.05 2x4'S STUDS 1 r 0 161 0. C. L- — — — — — — — — — — — — — — — — — - j TYP. WALL FRAMING I I NOUN AT I OAN T 55 TO-- WA''I" A I u FIB 1/4 V -0' 11/2 1 0 HIP SET TRUSSEST-VO.C. HIP SET I 11-41/21 1 1 1 e 1 41 1-0L1,11-41, V10.05k, ft 7 E3 3 1/2' x 111/4' M. gig 8'8 A,& 'Ble e e- .0, --- — — — — — — — — — — — — — — — -- -- IM V C" 0 ;o 4 TO NEAREST HOUSE • sin 15 MODULES E PANEL PHOTO CELL 4 4 5 HIGH BACK FRONT SWITCH. 4 JI— L < F fu-/ r F1115H ED $ LAB H3 I El 01 EEI 100 04 Cfb tr .1 N L L —1 STRUCTURAL COLUMN P.T. b X b POST WITH IN COLUMN P.T. (b X 6 — — — — — — — — — — — — — — SIMPSON CC44 AT BEAM TYP. NOTES L 01. TYPICAL SLAB. PROVIDE 4' THICK CONCRETE 5LA5 WITH 12' X 18' THICKENED EDGE WITH 2 BARS CONTINUOUS. PROVIDE b x (o, 1.4 x W 1.4 WELDED WIRE MESH OVER b MIL VISQUEEN VAPOR BARRIER ON TERMITE TREATED WELL COMPACTED FILL. 02. CEILING FINISH. PROVIDE 5�8' �XTI=RIOR M.R. GY BOARD R C PAINT FINISH. 03. MAIL BOX UNITS. CENTRAL DELIVERY AND COLLECTION BOX UNITS. INSTALL AS PER MANUFACTURER'S RECOMMENDATION. 144 MIN. BOXES, 4 PARCEL BOXES, I MAIL DROP BOX 04. NOT USED 05. PROVIDE 2 x 4 DIAG. BRACE EVERY OTHER TfZJSB FOR ENTIRE LENGTH OF ENCLOSURE. Ob. VERIFY HEIGHT WITH BOXES. 01. 3 # 4 RE13AR EACH WAY. 08. 32 0 5 RE5AR CONT. A A. 5 12/22/2000 SUBMIT FOR MRMIT led 4 12/21/2000 51D SET 3 08/12AS PRELIMINARY 510 2. 01114/139 510 SET REVIEW Al I orbllbAla I OUNIER REVIEW Rev. No Date Issue History FuGLEBERG KoCH ARCHITECTS Orlando 2555 Temple Trail, venter Park, Fl. 32789 (407) 629-0595 5TONE5NVO^ II at 5�1NFOROW AMENITIES p 06/18/99 SEMINOLE COUNTY, FLORIDA 36521-42 MAIL I1 i -I TYPICA5CTOIOXL WALL OORSECTION 111 Hb 1/41:11 1 1 F - ELAN K10eK A10.05 1 H3 -0 1/4, 4-0, -0 10 p A1005 12'=I'-0' 2 3 4 5 (0 F a Q 0 w 0 0 CU Pq Cx � w I— •� 4 q 3 I, 3 W ry w 0 I� - Z H Q 111 v l W r .{ M o U W U Q I J l 3 4 ROOF PLAN IEVO Scale: 1/4'fl'-O' SIMPSON H3, EACH TRUSS AT EACH END RIP EDGE FLASHING 2 x 12 WRAPPED FASCIA 5/8' M.R, GYPSUM WALLBOARD ALUMINUM SOFFIT VENT, CONT. i PAINTED EXTERIOR STUCCO FINISH 1/2' O.S.B. WALL SHEATHING WITH Il'-0' 84 NAILS f 6' O.C. AT SUPPORTS 1'-4' S'_4' I'-4' 2 'x 4 161 O.C. 4'-2' 41-21 COLUMN. (3) 2 X 4 WITH H02A AT BASE. EXPANDED POLYSTYRENE MOULDING El El djF] SIMPSON MAS ,9 32' O.C. P.T. SILL PLATE CONCRETE SLAB (SEE STRUCTURAL) - 1'-4' ----------- 11-1 -1 4 � 0,_01 � .. 'a a a .. •: �.,, � TOP 01= SLAB.' _ ❑ ❑ ❑ _ El , a SILL SEALER CONCRETE FOOTING � 4'-2' 4'-2' (SEE STRUCTURAL) 4 I = 3000 PSI COMPRESSION STRENGHT l2)5 CONT. — - =� CONCRETE FOOTING =111- CONCRETE FOOTING r5`* FOUNDATION PLAN 1'-4' 1 TERMITE CONTROL 10.0 Scale: 1/4'--1'-0' FOR ALL HOLD DOWNS OTHER THAN H02A AT BASE OF COLUM, r2` WALE. SECTION REFER TO DETAIL 1/55.02 FOR CLUBHOUSE FOR ALL INFORMATION. 1 2 3 e t 1 X 6 TRIM 10 FLOOD LIGHT FOR SECURITY CAMERA/ CALL BOX. INSTALL PER MFG. INSTRUCTIONS AND COORDINATE W/ ELECTRICAL CONTRACTOR FIBERGLASS SHINGLES (TYR) TRUSS BRG. HEAD HGT. PAINTED EXTERIOR STUCCO FINISH (TYP.) SLOPE SIDEWALK MAX -SLOPE 5% FRONT ELEVATION (REAR ELEVATION SIM.) Scale: 1/4' =1'-O' — PREFIN ALUM. OFF RIDGE VENT (TYP) FIBERGLASS SHINGLES tTYPJ II I TRUSS BRG. `r 8'-0' HEAD HGT. PAINTED EXTERIOR STUCCO FINISH (TYP.) ON 51M.) WINDOW SCHEDULE SYMBOL TYPE MAT'L WIDTH HEIGHT GLASS THICK ARKS A SH ALUM 3'-0' fo'-0' SG 3/16' B NOT USED r� A DOOR SC EDULE ,am SYMBOL TYPE WIDTH HEIGHT THICK -OUVE*ATING REMARKS 01 A 3'-0' 8'-0' 13/4' - WRERINN. B�inTuS � Try R D GLASS AND DEAD BMT ■ [C ■ NOTES L OLL MCFAMN 2 X 4 WOOD STUDS 24'0.C. 3 A 2. 2 EXTERIOR WALLS, PANTED STUCCO ON PAPER BACK LATH ON OSR SHEATHING NTERIOR WALLS, L 2 50 MOISTM RESISTANT GYPSUM WALLBOARD EPDXY PAINTED N U - PROVIDE SIMPSON MAS. AT END OF C WALLS AND AT 24' O.G. (SOLE PLATE Y TO FOUNDATION) AND AT EACH SIDE OF OPENINGS. - PROVIDE SIMPSON N3 AT ROOF o TRUSSES EACH END OF ROOF TRUSS. 3 I ' a B L O 3 E U O a N m O L O N C O U V O E 0 vi 0 N N 0 C a a C Q 41 Q= C '3 O N L C O U yU. O C N 'o n U U N n N L O O N N O U C V C t U O Y m N O rn W O T N n 0 L `o N C N • C O V L 0 E U ' p Q C v z w x 0 x' Q 5 12/22/2000 5U5MIT FOR PERMITUj �mmmcu.e� 4 12/21/2000 m BID SET Q 3 08/12/99 PRELIMINARY BID Al 2 01114M BID SET REVIEW . QI 06/18/99 OWNER siviEW , Rev. No Date Issue History F'U GLEBERG KOCH ARCHITECTS Orlando I I 2555 Temple Trail, venter Park, Fl. 32759 (407) 629-0595 5TONE13NvOK II at 5ANFOcIr", AMENITIE5 SEMMLLE CWM1iT FLORIDA 3�659-43 CsUARp HOUSE FLOOR PLAN A10.06 AND DETAIL5 9 10 per: A 1006 PLm ectm 12' =1' - O' LMT PLOT: l A C G E E Q co x 0 0 CM . c'uv Pq LLJ _I F a . 3 Q II o) 3 'a L 4 Q b fy- Ld 0 LL_ Z I_ H - z 0 Q Li F_ t2 E 0 c-) LLJ U Q (Z MM I 1 2 I 3 - 4 5 S 10 2x4 BRACING W/(4) I0d NAILS AT EA END FOR ROOF TRUSSES @ 24' ❑,C, L 2x4 5LOCKINCs 5ETWEEN TRUSSES — L� — -- ------------- -------- ---------- ----------- Sd NAILS AT 4' O.C. AT KICKER, w/ SIMPSON U24 SIMPSON MTT EACH D - TYP TOP AND 50TTOM i TYP. W/ (24) 1 AT HIP GIRDER TRUSS PR❑VIDE @ TRUSS SIMPSON H6 NAIL TO TRUSS WHERE LENGTH OF KICKER EXCEEDS zNAILS 3 SIMP SIMPSON Hi // SIMPSON H10 EVERY TRUSS AND T❑ DOUBLE STUD BELOW 4'-0', PROYIpE'2x4 w1 FLAT FACE (5) ibd NAILS ❑ A A R T HEADERS EA, TRUSS EA, 3/4' DIA A36 ALL NAILED TO KICKER w/12d NAILS AT THREAD ROD 12' O.C. A 2x6 KICKER AT 4'-0' O.C. _ J Q U H r ~ SIMPSON ST2215 w/ l20) 16d NAILS ' SP4 CONT 2x4 w/ (2) Ibd OR 5102N OR 5P2 NAILS AT EACH TRUSS ) ( —SIMPSON SP4 EVERY STUD WEB, AND A SIMPSON HEADER OR TOENAIL'°TRUSS, BOTTOM H4 AT EACH KICKER C1) FULL HGt STUD At INTERIOR WALLS EVERY OTHERSIMPSON MTT285 CHORD TO TOP PLATE OF C2) FULL HGT STUDS At EXTERIOR WALLS STUD TYP. W/ C24) VDOU5Lr= WALL w/ 16d NAILS AT 12' O.C. I ( NAILS � STUD Ee (NAILS NOT SHOWN) I I II PROVIDE DOUBLE TRUSS STUD UNDER STUD UNDER EA. HIP GIRDERS. \ NAIL STUDS TOGETHER W/ GIRDER i6d NAILS EACH PLY 12' O.G. SIMPSON H4 - (I) 5RCs STUD SPACED U WALL 5TUD5 ATTACH TO TRUSS TO 4'-0' (2) BRG STUD s 16 O.C. CHORD SPACED OVER 4'=0' j_I S IN LOAD BEARING W L (2) SIMP50N'SP1 OR H3 1� j / �` ( I I �l-rk �h I ®I �4 f-t EVERY SCUD II GAF)LE �4 t�f�� 285 TYP. W111 SIMPSO(4) to TYP. W/ C I S5.,a1 WALL STUD � 16 O.C. e TRU � STUD,"?SOW TRUSS S 1 OR H3 l2) SIMPSON P SCALE: KT3. SIMPS❑N `SPI OR H3-,� CEISIMPSON SPI OR (2) H3 AT SPANS UP TO 0 HER STUD 3 0 SIMPSON LTT20B A ❑ -+ ALL OTHER SPANS A ¢ UNLESS NOTED A J A Z nTHFRWISE ❑ o ILL FOUNDATION d 3/4 DIA. A 1/2' DIA. x 4" LG EXP BOLT . s 4811 O.G. TYPICAL LINTEL HOLD DOWN TYPICAL STUD / TRUSS HOLD DOWN '_ I 1 TYPICAL STUD/HOLDOWN FOR _ I r TRUSSES WITHIN 15' OF CORNERS 1 2 3 4 TYP GIRDER TYP HIP GIRDER HOLDDOWN FOR HOLDDOWN FOR GIRDERS GIRDERS OVER -BUILT TRUSS (2) 16d NAILS EA TRUSS BELOW 1 2x4 @ 16" D.C. SIMPS❑N H5 0 U') (2) 1/4' LAG x 4'LONG o SIMPSON H5 EACH STUD .-� 2x4 @ 16" D.C. W/ ❑VER-BUILT, SIMPSON LUS24 EACH END PREMANUF, OVER -BUILT, TRUSSES SIMPS❑N H5 TRUSS BELOW 24' ❑,C. 2x4 @ 16" ❑,C, -(2) 1/4' LAG x 4'L❑NG EACH STUD 5ECT IOTA 11 SCALE: K18. 55.01 SHEARWALL SCHEDULE TYPE EXTENT SHEATHING (ALL FLOORS) SHEATHING NAILING FOUNDATION C❑NNECTI❑N EA END WALL FND SOLE PLATE ATTACHMENT SW1 FND TO ROOF 1/2"'' C-DX PLYWD x Bel NAILS @ 6' O.C, @ SHT EDGES & 12' D.C. @ INTERMED, STUDS LTT20B MAS @ 32' ❑,C, (EA W/ 4 lOd NAILS) OR 1/2'0 x 4' EMBED HILTI KWIKBOLT (EXP ANCHOR) @ 32' ❑,C, X SHEATH EXTERIOR FACE WITH PLYWD AS SCHEDULED, AND THE INTERI❑R FACE OF STUDS AS SPECIFIED IN THE GENERAL NOTES FOR INTERIOR WALLS, 1 ALL HD AND MST FASTENERS ARE AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, INC. 2 1/2' ❑,S.B, MAY BE USED IN LIEU OF THE 1/2' C-DX PLYWOOD SHEATHING. i 91 V PREMANUF, TRUSSES ME & MEf NOTES . r 2 t Y Q L� 0 c d 0 3 Co 3 E c a a 4 E a l i I Q 5 12/22/200 SUBMIT FOR PERMIT ' 24 0"! 0-0 If' 011 d m`�nm/immi - A 4 12/21/2000 BID SET A 3 08/12/99 PRELIMINARY BID L 2 01/14/99 BID SET REVIEW 0 1 06/18/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG <C)G4 ARCHITECTS r3 Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 5T Ol \ F)RON 11 Dr. at 5ANFORD Apr, AMENITIE5 Date 06/15/99 SEMINOLE COUNTY, FLORIDA Prat, 3659-42 I , L �i POOL GA5ANA 5TRUCTURAL 55.01 DETAILS 4 FRAMING1 � FILE: 5501 10 PLOT SCALE: 1z"-1—O" LAST PLOT, 01/16/99 m mu- �� E mi me I 3 8 9 10 ELECTRICAL LEGEND NOTE: ELECTRICAL OUTLETS OR BOXES LOCATED ON OPPOSITE SIDES OF RATED WALLS OR PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. 0 FLUORESCENT FIXTURE, CEILING MOUNTED O LIGHTING FIXTURE, CEILING MOUNTED LIGHTING FIXTURE, WALL MOUNTED LIGHT TRACK WITH FIXTURES ® CEILING EXIT LIGHT: SHADED QUADRANTS INDICATE LETTERED FACE(S) WALL EXIT LIGHT: SHADED QUADRANTS INDICATE LETTERED FACE(S) EMERGENCY LIGHT WITH BATTERY PACK AND ADJUSTABLE HEADS D DIMMER, MOUNTED @ 48" AFF S SINGLE POLE SWITCH, MOUNTED @ 48" AFF. S3 THREE-WAY SWITCH, MOUNTED 0 48" AFF DUPLEX 15A, 125V, 2P, 3W, GROUNDING RECEPTACLE,MOUNT @ 18"AFF 20A DUPLEX, GROUND FAULT INTERUPT �- SINGLE 250V NON -LOCKING TYPE RECEPTACLE TELEPHONE OUTLET, MOUNTED @ 18" AFF TV TELEVISION OUTLET, MOUNTED @ 18" AFF DISCONNECT SWITCH. SIZE/POLES/FUSE JO JUNCTION BOX, CEILING MOUNTED JUNCTION BOX, WALL MOUNTED EXHAUST FAN CONNECTION (FAN BY DIV. 15) LIGHTING FIXTURE SCHEDULE MARK MFG.& CAT.# _DESCRIPTION LAMPS MTD VOLTS REMARKS NO. TYPE CA DAYBRITE MODULAR 4 34W CS 120 2SM440-FSO1-120 FLOURESCENT T12 CB DAYBRITE WALL 2 20W WS 120 MOUNT ABOVE CB220-B-120 BRACKET T12 MIRROR CE PEACHTREE DOWNLIGHT 2 13W CR 120 PFF-7213-C W CLEAR REFLECTOR DTT CHLORIDE SELF POWERED CONNECT TO UNSWITCH LEG X LSPN EXIT SIGN U 120 OF ROOM LIGHTING CIRCUIT CHLORIDE SELF POWERED CONNECT TO UNSWITCH LEG XA CEL EMERGENCY LIGHT WS 120 OF ROOM LIGHTING CIRCUIT CE E CE CE , CA XA ir'CH: 14 CE C B X1 € . XA �: CA CE CH: 13, 15 WH CH: 16, 18 F�> CH: 5 6OA/2P/60AF CU-1 CH: 17, 19 1 I 11 GLIB HOUE - ELECTRICAL PLAN 1 1 1 1 -- 0 7 C _-L NOTES I 3 12/21/00 PERMIT 2 9/20/99 BID SET REVIEW 1 6/7/99 OWNER REVIEW Rsv. No Dots law Mowry i FUGLEBERG KOCH ARC=CTS � � I Orlando 25�6 Timis Trod, ft* Park, FL U-M (40 W-M H wa 99101e11 i ■ riots"* 9".1'0" Lm"a. MOM i J ME NU ONE f ate S■ rr�: i rti: z CI. CA C CI PB: 8 PB: 10 r.....:r t ,, ...< PB: 14 PB: 6 PB: 12 0 1420-:111�; PB: 18 . AHU-4 W H. :i t:.:: k PB: 3 CL CL XA �� B. 219 2 8 9 10 AMENITIES LIGHTING FIXTURE SCHEDULE MARK MFG. & CAT.# DESCRIPTION LAMPS MTD VOLTS REMARKS NO.1 TYPE CA DAYBRITE MODULAR 4 34W CS 120 2SM440-FS01-120 FLOURESCENT T12 DAYBRITE WALL 2 20W 120 MOUNT ABOVE CB CB220-B-120 BRACKET T12 MIRROR DOWNLIGHT 2 13W CR 120 CE IPEACHTREE PFF-7213-C W/CLEAR REFLECTOR DTT SELECTED EXTERIOR DECORATIVE WS 120 CI [BY OWNER WALL LANTERN DAYBRITE # WRAP AROUND 2 34W CS 120 CL OWW240 FLUORESCENT T12 CHLORIDE SELF POWERED WS 120 CONNECT TO UNSWITCH LEG LXA CEL EMERGENCY EXIT LIGHT OF ROOM LIGHTING CIRCUIT ACTOR - ELECTRICAL PLAN i a 9 10 ■ E lk NOTES 0 LT N �L O d m U C , t U O Y o+ a N a x d 3 0 ,3 c 0) 0) Z 0 N 0 'w 0 E 0 N C O N ai c O V O -2 N T C Q N G_ •3 O V N 4l V L C O U 0 c V N O a U `V N D_ N U L O T C N N .V O 'O C O U C L U O Y pi m a L N O� W O T N D_ O O_ N L O O w N E C U L C O C N E V O 'O N N N L H U Z - N C) U W i— U Q Q 2 U O Y U W m JA4 04 02 0 ISSUE FOR PERMITui 3 112/21/00 PERMIT 2 9/20/99 BID SET REVIEW 1 6/7/99 OWNER REVIEW Ra. No pat. bw. HUtay FUGLEHERG KOCH ARCHITECTS Orlando nN Tw* Trod, NRnbr Pok, FL &-M (4" 14 5TONEBinnR00K II atSGNFORD UL15HOL15E Ix v � no - MOM AMENITIES ELECTRICAL PLANS E10.02 pm NOW fwar." 0121,0" Lm"A. 05/10/95 -3 C NOTES d C MEP Bi qm PANELBOARD SCHEDULE CH" 200 A. MAIN L.O. 240/120 VOLTS FLUSH MOUNTING NEMA 1 1 PHASE 3 WIRE, 60 HZ. 22 K A. I. C. MINI MUM INTERRUPTING RATING LOAD -KVA SERVES TRIP AMPS POLES WIRE GND SPACE N0, - GND WIRE POLES TRIP AMPS. SERVES LOAD KVA 1.0 LIGHTS (1) 20 1 12 12 1 2 12 12 1 20 RECEPTACLES 0.8 0.5 LIGHTS 20 1 1 12 12 3 4112, 12 1 1 20 RECEPTACLES 0.8 0.6 LIGHTS 20 1 12 12 5 6 121 12 1 20 RECEPTACLES 0.4 0.4 LIGHTS 20 1 12 12 7 8 121 12 1 20 REFRIGERATOR 1.2 1.2 EWC 20 1 12 12 9 10 12 12 1 20 RECEPTACLES 0.8 1.2 DISPOSER 20 1 12 12 11 12 12 12 1 20 RECEPTACLES 0. 6 10.0 AHU-1 60 2 6 11013 1412 12 1 20 RECEPTACLES 0.6 - - - - - - 15 16 10 10 2 30 WATER HEATER 4.5 - CU-1 60 , 2 6 10 17 18 - - - - - - 19 20 - - - - DACT 20 1 12 12 21 22 - - - - - - - - - - 23 24 - - - - - - - - -2526- - - - - - - - =2728-- 29 30 - - - - - - - - - - - 31 32 - - - - - - -3334- - - - - - 35 36 37 38 - - - - - - -3940- - - - - - - - - - 41 42 - - - - - - LOAD <DESCRIPTION CONN. LOAD D. F. CALC. LOAD NOTES: (1) CIRCUIT CONTROLLED BY PHOTOCELL. LIGHTING - KVA 2.50 1.25 ! 3.13 RECEPTACLES - 1ST 10 ` KVA 6.40 1. 00. 6.40 RECEPTACLES - ABOVE 10 KVA 0.00 0. 50 0.00 MOTORS - KVA 0. 00 1.00, 0.00 EQUIPMENT - KVA 15. 70 1.001 '. 15.70 OTHER - KVA 0.00 11.0011 0. 00 TOTAL - KVA 24. 60 25.23 OTHER INTERIOR SERVICE EQUIPMENT METAL PIPING EQUIPMEN GROUNDING NEUTRAL BAR BUS FULL SIZE BUILDING STEEL JU PER `BONDING M WHEN 'AVAILABLE SEE TABLE BELOW ENCLOSURE (TYP) FULL SIZE GROUNDING ELECTRODE CONDUCTOR FULL SIZE (SEE TABLE BELOW) 6 CU IF METAL WATER PIPING IS AVAILABLE. FULL SIZE IF NOT. _-7: FOOTER STEEL MAIN UNDERGROUND METAL WATER PIPE (BOND TO PIPING ONLY WHEN METAL PIPING IS INSTALLED PER 250-50(a) #6 (CU) 3/4" x 10' COPPER - GROUND RODS GROUNDING;DETAIL NOT TO SCALE GROUNDING ELECTRODE CONDUCTOR BONDING JUMPER SERVICE COPPER ALUM COPPER ALUM SIZE 100 #6 - #8 - 150 #S 4 #6 #4 200 #4 #2 #4 #2 300 #2 #1/0 #2 1 0 400 #1/0 #3/0 #1/0 #3/0 500 #1/0 #3/0 ' #1/0 #3/0 600 #2 0 #4/0 ' #2 0 #4/0 700 #2/0 #4/0 2 0 #4/0 800 #2/0 #4/0 #2/0 #4/0 1000 #340 250MCM f3ZO 250MCM 1200 #3/0 250MCM #4/0 250MCM 1600 #3ZO 250MCM 300MCM 400MCM 000 #3/0 250MCM 300MCM 500MCM 2500 _ #3/0 250MCM 500MCM - 3000 #3/0 250MCM 500MCM - 4000 #3/0 250MCM 750MCM - F7 200/200A,2P FUSED 3-#4, 1-#6GX C COMPACTOR 100/100A 2P FUSED PANEL CHO 200A 100A MLO METER SOCKET 60 AMP CT CABINET ZF43 DISCONNECT METER BY POSWITCH FUSED COMPANY AT 60 A. F1 3R WIREWAY 3-#4, i" C SURGE GROUND LUG ARRESTOR #1 GND SURGE PROTECTOR GRADE LINE ' SEE GROUNDING TO POWER COMPANY'S TRANSFORMER DETAIL ON THIS SHEET. TO POWER COMPANY'S TRANSFORMER TO VAC -PAC POOL COMPACTOR POWER RISER DIAGRAM (BY ELECTRICAL CONTRACTOR) EQUIPMENT SCALE: NTS GROUND PER NEC CLUBHOUSE POWER RISER DIAGRAM NTS FEEDER SCHEDULE 31i COPPER ALUM I NUM F1 3#3,' 1#8G, 1" C 3-#1, -1#6G, 1-1/2" C F7 3#3/0, 1#6G, VC 3 250MCM,' 1#4G, 2-1/2" C F43 3#3/0, 2" G 3-250MCM, 2-1/2" C NOTE: ALUMINUM CONDUCTORS'MAY BE USED AS SHOWN, WHERE PERMITTED BY LOCAL AUTHORITIES. C PANELBOARD S HEDULE $$PB " 400A. MAIN C. B. 240/120 VOLTS SURFACE MOUNTING NEMA 3R 1 PHASE 3 WIRE, 60 HZ. 22 K A.I.C. MINIMUM INTERRUPTING RATING LOAD KVA SERVES TRIP AMPS POLES WIRE GND SPACE. NO, GND WIRE POLES TRIP AMPS SERVES LOAD KVA 0.32 LIGHTS, ( 1) 20 1 12 12 1 2 12 12 1 20 VENDING 1.2 0.76 LIGHTS 20 1 12 12 3 4 12 12 1 20 VENDING 1.2 5. 00 DRYER 30 2 10 10 5 6121 12 1 20 EWC 1.2 _ - - - 7 8 121 10 1 1 20 WASHER 1.2 5.00 DRYER 1 30 2 10 1019 10 121 10 1 1 20 WASHER 1.2 _ _ - - - - Ill 121121 10 1 1 20 WASHER 1.2 5.00 DRYER 30 2 10 1013 14 121 10 1 1 20 WASHER 1.2 _ - - - 151 16 12 10 1 1 20 WASHER 1.2 5.00 DRYER 30 2 10 10 171 1812 10 1 1 20 WASHER 1.2 _ _ - - 191 201- - - - - - 3. 00 AHU-4 20 2 10 12 211 221 8 1 3 2 1100 WATER HEATER 18..0 _ _ - - - -2324- - - I- - - - CU-4 20 2 10 12 25 26 - 1 - - - - - - - - - 27 28 - I - - - - - - - - -2930- - - - - - _ - - - - 31 32 - - - - - - _-3334- - - - - - _-3536- - - - - - _-37[440 8- - - - - - - - - -39- - - - - - _ - - - - 41 2 - - - - - - LOAD DESCRIPTION CONN. LOAD D.F. CALL. LOAD NOTES: LIGHTING - KVA 1. 08 1.25 1.35 RECEPTACLES - 1ST 10 KVA 3.60 1.00 3.60 RECEPTACLES - ABOVE 10 KVA 0.00 0.501 0.00 MOTORS - KVA 0.00 1.001 0.00 EQUIPMENT - KVA 48.20 1.00 48.20 OTHER - KVA 0.00 1.00 0. 00 TOTAL - KVA 52. 88 53. 15 400A METER SOCKET 2 SETS OF 3-#3/0, 2" C P00 L SCALE: NTS 0 2 SETS OF3-#3/0, 1-#3G, 2" C 400A MCB PANEL ' PB' SURGE ° GROUND LUG ARRESTOR ;4 ' � GROUND PER NEC TO POWER COMPANY'S TRANSFORMER s SEE GROUNDING DETAIL SIM ■E mL 4■ N a I: CL I i 0 0 C V � .o N a N O 0 T 0 0 U C t O Y 2 0 a 0 a L O 0 E U N w U • 6 U 0 Y Fw m J 7 . 12/21/0 PERMIT 2 9/20/99 BID SET REVIEW 1 6/7/99 OWNER REVIEW Rw. No Dab "m HWtM FUGLEHERG KOCH ARCHITECTS Orlando 2= Twn* TrA Wk br Pwk, Fl. XM (40» 5TONMNV�/)^V II atSANPORp CLUBHOUSE 9@IM0.E fOMTfLOPo A � s iw - ft/o/ss %59J2 ELECTRICAL 5CHEDULE5 AND DETAILS E10-03 a� 99��s13 MOM m out 3 i 4 5 6 1 a 9 Iry A HVAC LEGEND DUCT SIZE IN INCHES. FIRST FIGURE 20x10 IS SIDE SHOWN. SIZES SHOWN ARE INSIDE DIMENSIONS OF INSULATION IF DUCTWORK —�} IS INTERNALLY INSULATED ONE SIDED DUCT EXPANSION OR CONTRACTION 20x10 16x8 WITH FLEX DUCTWORK AND SPIN —IN FITTING AND MANUAL DAMPER ELBOW & TURNING VANES 8 X NECK SIZE CFM X IZ NECK SE CFM <�'_'S,NECK SIZE CFM NECK SIZE 0 X CFM 10 AP UC J CEILING MOUNTED SUPPLY. IF OTHER THAN 4-WAY, ARROWS INDICATE AIR FLOW PATTERN. CEILING RETURN. WALL —MOUNTED SUPPLY REGISTER. WALL -MOUNTED RETURN. CEILING MOUNTED EXHAUST FAN THERMOSTAT DUCT MOUNTED SMOKE DETECTOR RETURN AIR FIRESTAT ACCESS PANEL UNDERCUT VOLUME DAMPER ■C ■C m� am 51 8X18 310 H 10 NOTES HVAC PLAN NOTES 3 Ol 4" THICK CONCRETE HOUSEKEEPING PAD. _o T PAD DIMENSIONS SHALL EXCEED CU D DIMENSIONS BY 6" ON ALL SIDES AND a SHALL ALLOW FOR REFRIGERANT PIPING N STUB. -UP. PLACE CU AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S s RECOMMENDED CLEARANCES. ANCHOR CU 0 SECURELY TO PAD. i OREFRIGERANT LINES. ROUTE FROM AHU, 0 THRU WALL SLEEVE TO CU. SEAL PENETRATION WATERTIGHT. 3OPVC CONDENSATE DRAIN LINE. ROUTE FROM AHU THRU WALL WITH TURN DOWN ELBOW. TERMINATE IN SODDED OR X MULCHED AREA. INSULATE WHERE INSIDE BUILDING AND WALLS. 0 0 O4 MOUNT AHU PER DETAIL ON SHEET 3 H10. 02. 5O UNDERCUT DOOR 1/2" FOR MAKE-UP AIR. 0 OMOUNT DUCT MOUNTED SMOKE DETECTOR ON RETURN DUCT UPSTREAM OF MIXING o WITH OUTSIDE AIR. PROVIDE ACCESS E DOOR IN CEILING. C OMOUNT 7 REGISTER ON UNDERSIDE OF 0 SOFFIT. •V J V O8 PROVIDE SMOKE DETECTOR IN MAIN 2 SUPPLY AIR DUCT, ACCESSIBLE FROM MECHANICAL CLOSET. PROVIDE WITH REMOTE INDICATOR MOUNTED ON WALL. INDICATOR SHALL HAVE AUDIBLE AND VISIBLE ALARMS AND TROUBLE INDICATOR LIGHT. SMOKE DETECTOR o SHALL SHUT AHU DOWN AND ACTIVATE ALARMS UPON DETECTION OF SMOKE. SMOKE DETECTOR DETECTION OF SMOKE. SMOKE DETECTOR SHALL BE SIMPLEX a 2098-9649 IONIZATION SHALL BE SIMPLEX 2098-9649 IONIZATION OR Q 2098-9201 PHOTOELECTRIC TYPE OR EQUIVALENT. 0 O9 ROUTE EXHAUST DUCT THRU ATTIC TO N SOFFIT. SEE DETAIL ON SHEET H10.02. 0 0 1� Y O T N O. O 2 O L ' O N UJ E J U O V O N N t F- p" CD W W J 1 3 12/21/00 PERMIT 2 9/20/99 BID SET REVIEW 1 6/7/99 jOWNER REVIEW FRftwv. No Dab law History FUGLEBERG KOCH ARCHITECTS s Orlando 2W Tin* Tm% Oftr Pads. FL UM (40 M-M 5T0_N,E5Nv0Knn I I atSANFORp GLZNOUSE e C" Q ; GLUBNOl1SE HVAC PLAN FIIOIDI nls 99101h11 v nal"a 0$/10t'99 ; I Z 3 5 6 i 8 7E A C E F G POOL BATH SPLIT SYSTEM AIRCONDITIONERSCHEDULE MARK CU-2/AHU-2 NOMINAL TONS OF CU 2 TOTAL COOLING LOAD (MBH) 20.4 S I NS I BLE COOLING LOAD (MBH) 16.8 AHU CONFIGURATION THRU-WALL AHU DIMENSIONS W X D X H"(IN) 22x16x38 SUPPLY AIR `(CFM) 910 OUTSIDE AIR (CFM) 95 EXTERNAL STATIC PRESS. (IN W. C. 0.3 ENTERING AIR DRY BULB - ( DEG. F.) 78.9 ENTERING AIR WET BULB ( DEG. F.) 66.6 EVAPORATOR FAN HP 1 /5 VOLT/0 240/1 ELECTRIC HEAT LOAD (MBH) 9.6 KW'! 240V 3 VOLT/O/STAGES 240/1/1 CONDENSING UNIT VOLT/O 240/1 MCA 14.4 SERVES POOL BATH BUILDING MANUFACTURER CARRIER OR EQUAL AHU MODEL # FFICNA024 CU MODEL # 38CKCO24 MINIMUM EFFICIENCY AT ARI 10 SEER REMARKS 1-6 1. EXTERNAL STATIC PRESSURE EXCLUDES LOSSES DUE TO-,AHU CASING, DIRT ON FILTER,'AND WET COOLING COIL. 2. PROVIDE WITH 7-DAY PROGRAMMABLE HEATING, COOLING THERMOSTAT. PROVIDE THERMOSTAT WITH VENTILATED GUARD WITH KEY. 3. 95' F. OUTSIDE AIR AMBIENT. 4. MCA = MINIMUM CIRCUIT AMPACITY. 5. COOLING LOADS.EXCLUDE EVAPORATOR FAN HEAT. 6. PROVIDE WITH 5 MINUTE TIME DELAY RELAY TO PREVENT COMPRESSOR FROM SHORT CYCLING., 5 ( TYP OF 8) 1 CU-1 I 6 ' 4 HU-2 S2X 12 .. S2X 12 05" < . ® o0 3 5 0 0" 8 � a QS 6X6 EF-4 .; 6X6 '50 lOXl 7 S 50 EF 3 ---I, ❑ — , Ilkii Lr5O 7x1i, i Q 10 10 O o � o 0 O 00L BATH - HVAG PLAN El PROVIDE SUPPLY DUCT WITH 3: 1 TRANSITION TO SIZE SHOWN -0N PLANS EFRIGERANT LINES ACCESS FOR RETURN CONNECTION AIM & MAINTENANCE AT BOTTOM. ( NOT SHOWN) WALL MOUNT AHU DETAIL SCALE: NTS POOL BATH EXHAUST FAN SCHEDULE MARK MANUFACTURER TYPE'& MODEL CFM E.S.P. DRIVE ELECTRICAL MOUNTING MAX SONES SERVES REMARKS WATTS VOLT/ HP PHASE EF-3 PENN ZEPHYR 15H 120 .3 DIRECT 83 _ 115/1 CEILING 3 POOL RRS 1-4 EF-4 PENN ZEPHYR Z8H 300 ..3 DIRECT 132 115/1 CEILING 5 POOL STOR/ 1, 2, 4, 5 _ MECH 1.PROVIDE WITH UNIT MOUNTED DISCONNECT. 2.PROVIDE WITH WHITE OR OFF-WHITE CEILING GRILLE. 3.CONTROL WITH ROOM LIGHTS. 4.PROVIDE WITH BACKDRAFT DAMPER. 5.PROVIDE WITH SEPARATE SWITCH. PROVIDE CAULK AT CONDUIT ENTRANCE OR PACK WITH ROCK WOOLX\ INSIDE OUTSIDE INSULATE ENTIRE LENGTH OF SUCTION LINE SEAL OPEN END WITH NON TOXIC CAULK. SLAB 4z,\- FOOTER ROUTE REFRIGERANT LINES I BELOW GRADE TO CU. APPLY 2 COATS'OF VINYL -LACQUER TYPE FINISH OR PROVIDE ALUMINUM JACKET ON ALL 45' BEND EXTERIOR EXPOSED INSULATION. ROUTE CONDUIT UNDER SLAB PVC CONDUIT WITH SOLVENT FOOTER AND COMPACTED FILL. WELDED JOINTS. 4" DIA FOR COMPACTED FILL SHALL BE AT ONE SET OF L I NES. 6" D I A 4" LIFTS TO GRADE. SLOPE FOR UP TO 3 SETS OF LINES. MIN. %" /FT TO OPEN END. UNDERGROUND REFRIGERANT LINES NTS METAL SCREEN FRAME ANGLE IRON REINFORCED WHERE REQUIRED SCREEN ANGLE RIVETED OR SPOT WELDED AS REQUIRED STANDARD DUCT MADE WATERTIGHT. BOLTS A" GALVANIZED STIFFENERS MAY SCREEN BE INSIDE. OG 135' CAULK WEATHER TIGHT x MI . 2s$l�F SLOPED ROOF 7 R R=W/2 8" I MIN. SPEC. DUCT SIZE NOTES: 1. PRIME COAT AND PAINT TO MATCH ROOF COLOR. 2. PROVIDE FLASHING AND COUNTER FLASHING. GOOSENECK DETAIL SCALE: N. T. S. 0 G p E F 14 NOTES O4" THICK CONCRETE HOUSEKEEPING PAD. PAD DIMENSIONS SHALL EXCEED CU DIMENSIONS BY 6" ON ALL SIDES AND SHALL ALLOW FOR REFRIGERANT PIPING .STUB —UP. PLACE CU AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR CU SECURELY TO PAD. OREFRIGERANT LINES. ROUTE FROM AHU, BELOW GRADE, AND UP THRU CU PAD. ROUTE IN CONDUIT BELOW GRADE PER UNDERGROUND REFRIGERANT DETAIL ON THIS SHEET. O3 PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU WITH TRAP, BELOW GRADE, TO JUST BEYOND EXTERIOR WALL, AND TERMINATE 6" ABOVE GRADE WITH TURNED DOWN ELBOW. TERMINATE IN SODDED OR MULCHED AREA. PROVIDE 3/4" DIAMETER LINES AT INDIVIDUAL"AHU'S, 1" DIAMETER COMMON LINES AND 1 1/2" DIAMETER FOR ANY LINES BELOW GRADE. INSULATE WHERE INSIDE BUILDINGS AND WALLS. OMOUNT AHU PER DETAIL ON THIS SHEET. O4" ROUND MINIMUM 30 GAUGE DRYER EXHAUST DUCT. THRU WALL TO FLUSH MOUNT GRAVITY OPERATED WALL LOUVER. OMIT SCREEN. PAINT OR CHOOSE WALL LOUVER TO MATCH BUILDINGCOLOR. PROVIDE CONNECTION LIP AT DRYER. OPROVIDE FIRESTAT IN MAIN RETURN OF AHU PRIOR TO DILUTION WITH OUTSIDE AIR. oROUTE EXHAUST DUCT THRU ATTIC TO GOOSENECK AT ROOF. SEE DETAIL ON THIS SHEET. O8 MIN. 30 GAUGE OUTSIDE AIR DUCT. ROUTE FROM AIR HANDLING UNIT TO REGISTER IN PORCH CEILING. 99 FULL HEIGHT LOUVERED DOORS, PROVIDED B HERS. 10 UNDERCUT DOOR 1/2" FOR MAKE-UP AIR. 2 4 04/04/01 REVISIONS 4 04/02/01 ISSUE FOR PERMIT 3 _12/21/00 PERMIT 2 9/20/99 BID SET 'REVIEW 1 6/7/99 OWNER REVIEW Rw. No Dote wom mah y 41 FUGLEBERG KOCH .ARCHITECTS Orlando 2W TimpM Tm. Mlhta Pak FL RM 101, on-m 5T0NE5nN^/v II s at 5ANF0rrwn'0*1 cLueNouse VMS AMENITIES NYAC H10.02 PLANS 1 3 4 5 l i 1 Ims Ming "a"* 2121'01 Wang, MOM 1 E 9 i m L C P J Ei 0■ G1 HI CLUBHOUSE SPLIT SYSTEM AI`R CONDITIONER SCHEDULE MARK CU-1/AHU-1 NOMINAL TONS OF CU 5 TOTAL COOLING LOAD (MBH) 51.6 SENSIBLE COOLING LOAD (MBH) 42.0 AHU CONFIGURATION VERTICAL AHU DIMENSIONS L X W X H (IN) 22X22X54 SUPPLY AIR (CFM) 2015 OUTSIDE AIR (CFM) 310 EXTERNAL STATIC PRESS. (IN W. C.) 0.4 ENTERING A 1 R DRY BULB ( DEG. F) 79.8 ENTERING AIR WET BULB ( DEG. F.) 67.3 EVAPORATOR FAN HP _ 3/4 VOLT/O 240/1 ELECTRIC HEAT LOAD (MBH) 32.2 KW ! 240 10 VOLT/O/STAGES 240/1/1' CONDENSING UNIT VOLT/O 240/1 MCA 37.5 SERVES CLUBHOUSE MANUFACTURER CARRIER OR EQUAL AHU MODEL FB4ANFO60 CU MODEL 38CKCOBO MINIMUM EFFICIENCY AT ARI 10 SEER REMARKS 1-6 1. EXTERNAL STATIC PRESSURE EXCLUDES LOSSES DUE TO AHU CASING, DIRT ON FILTER, AND WET COOLING COIL. 2. PROVIDE WITH HEATING, 7-DAY PROGRAMMABLE COOLING; THERMOSTAT. 3. 95' F. OUTSIDE 'AIR AMBIENT. 4. MCA = MINIMUM CIRCUIT AMPACITY. 5. COOLING LOADS EXCLUDE EVAPORATOR FAN HEAT. 6. PROVIDE WITH 5 MINUTE TIME DELAY RELAY TO PREVENT COMPRESSOR FROM SHORT CYCLING. CLUBHOUSE AIR DEVICE SCHEDULE MARK MANUFACTURER "DESCRIPTION OBD MOUNTING COLOR MATERIAL REMARKS .MODEL S1 METALAIRE FI XED LOUVERED Y SURFACE CEILING SEE NOTE 6 STEEL OR ALUMINUM 1, 2, 3, 4, 6 5500 DIFFUSER' METALAIRE LOUVERED RETURN ANGLE Y SURFACE CEILING SEE NOTE 6 STEEL OR ALUMINUM 1,3,4 RHD 45'.BLADE METALAIRE LOUVERED TRANSFER N SURFACE CEILING SEE 6 STEEL OR ALUMINUM 1,3.4 RH OR EXHAUST >NOTE 1 RUSKIN ELF-375DX 4" DEEP FLANGED FRAME DRAINABLE LOUVER N EXTERIOR WALL SEE NOTE 6 ALUMINUM 14,5 1. SEE HVAC PLANS FOR NECK SIZES; AND CFMS. 2. 4-WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS. 3. MAXIMUM PRESSURE DROP OF .06 IN WC. 4.' TRANSITION'ROUND.FLEXIBLE OR RECTANGULAR` RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. 5. HORIZONTAL DIMENSION GIVEN FIRST. 6. CONSULT ARCHITECT FOR REQUIRED COLOR. CLUBHOUSE EXHAUST FAN SCHEDULE ELECTRICAL MARK MANUFACTURER' CFM E. S. P. DRIVE MOUNTING SONES' SERVES REMARKS WATTS VOLT // TYPE`& MODEL HP PHASE - EF 2 PENN 125 0.3 DIRECT 79 120/1 CEILING 2.8 HC MEN 1-5 Z6H - EF-5 , PENN 165 0. 3 DIRECT 108 120 1 / CEILING 3.1 HC WOMENS` 1-5 Z5H _ 1.PROVIDE WITH UNIT MOUNTED DISCONNECT. 2.PROVIDE WITH WHITE OR OFF-WHITE CEILING GRILLE. 3. CONTROL_WITH ROOM LIGHTS. 4.PROVLDE WITH BACKDRAFT DAMPER. - 5.PROVIDE WITH UNIT MOUNTED SOLID STATE SPEED CONTROLLER. TRANSITION SUPPLY AIR DUCT WITH MAXIMUM 3: 1 SLOPE TO SIZE SHOWN ON DRAWINGS DUCT MOUNTED SMOKE DETECTOR IN CLOSET REFRIGERANT LINES NOTE: 'PROVIDE FIRESTAT IN MAIN MAY BE ROUTED INTO RETURN AIR STREAM. STAND BUT NOT IN RETURN AIR STREAM RETURN ROUTE CONDENSATE DRAIN LINE TO AN ACCESSIBLE TRAP V4" PLYWOOD AND 2X4 STAND. ion METAL FRAME IS ACCEPTABLE IN 66 LIEU OF PLYWOOD. r- RETURN AIR PLENUM DUCT WITHIN STAND. MAKE SAME SIZE AS AHU INLET ALTERNATE: SEAL AND CAULK AHU STAND AIR -TIGHT AND USE AS A PLENUM RETURN PATH. IF THIS ALTERNATE IS'CHOSEN, LINE INSIDE OF STAND WITH FIBERBOARD TO MEET NON -COMBUSTIBILITY REQUIREMENTS. AHU I DETAIL SCALE: NTS EXHAUST FAN MIN 28 GAUGE GALVANIZED STEEL DUCT ALUMINUM FIXED BLADE GRILLE TOILET EXHAUST FAN DETAIL SCALE: N.T.S. AIR HANDLING UNIT - CONDENSATE DRAIN ;PAN FLOAT SWITCH IN.SECONDARY DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAIN UMULATE WATER LINE ACC 12" EXTENSION PIPE WITH THREADED CAP [�] AT END VENT CLEANOUT WITH SLIP -FIT (NOT SCREW) CAP WITH DRILLED HOLE _ 21" JU4- 7PREMANUFACTURED TRAP AT LEAST 3" DEEP, WITH 01 FAMMIT TS ACCEPTABLE. 12 GAUGE WIRE OR 1/4" ROD TO TOP CHORD OF T SEAL DUCT PENETRATION WITH MASTIC HVAC GENERAL NOTES A. PAINT INSIDE OF DUCTS AND PORTIONS OF A CEILING ASSEMBLY VISIBLE THROUGH GRILLES OR REGISTERS WITH FLAT BLACK PAINT. B. PIPE AND DUCT ROUTING SHOWN IS SCHEMATIC. PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS, INCLUDING DIVIDED DUCTS, REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. C. COORDINATE WITH ALL OTHER TRADES PRIOR TO PURCHASING OR INSTALLING EQUIPMENT AND MATERIALS. D...IN HANDICAPPED ACCESSIBLE AREAS MOUNT CONTROLS AT 48" ABOVE FINISHED FLOOR. E. COORDINATE ALL HVAC SYSTEM DRAWINGS WITH TRUSS MANUFACTURER DURING SHOP DRAWING REVIEW TO AVOID INTERFERENCES BETWEEN MECHANICAL SYSTEMS AND ROOF STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TRUSS INTERFERENCES THAT OCCUR IN THE FIELD DURING CONSTRUCTION. COORDINATE IN ADVANCE. DUCT SIZES MAY BE REVISED TO FIT TRUSS SYSTEM SO LONG AS THE EQUIVALENT INSIDE CROSS -SECTIONAL AREA IS NOT DECREASED. F. ALL NDUIT SHALL COMPLY OL WIRING D16�SPECIFICATIONS. NECAND DIVISION WITH NEC G. :PROVIDE M I MUM, 3Q.4Q UGE, GALVANIZED STEEL G EXiUS�T,DUCT `FLEX I BLE ALUMINUM :NOT LOWED. - H. SLEEVE AND FIRE STOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. USE MINIMUM GALVANIZED STEEL GAGE DUCT AS REQUIRED TO MAINTAIN RATING OF SYSTEM. I. LOCATE WALL AND ROOF TERMINATION'S AT THE SAME RELATIVE ELEVATION AND HORIZONTAL POSITION TO MAINTAIN A UNIFORM APPEARANCE. WHEN IN DOUBT, COORDINATE PLACEMENT WITH THE ARCHITECT. PRIME COAT AND PAINT EXTERIOR TERMINATION'S TO MATCH BUILDING COLOR. " PROVIDE MATERIALS WHICH HAVE A FLAME SPREAD J. RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS WHEN TESTED IN ACCORD WITH ASTM E84. INSULATE SUPPLY AND RETURN DUCTS TO A K. MINIMUM R-VALUE OF 6.0 UNLESS INSTALLED IN A MECHANICALLY_` COOLED SPACE OR BETWEEN COOLED FLOORS IN A`CAVITY WHOSE EXTERIOR WALLS ARE INSULATED, IN WHICH CASE THE R-VALUE MAY BE 4. 2. SECURE FIBROUS DUCT BOARD SECTIONS TOGETHER L. WITH STAPLES AND SEAL WITH FABRIC AND MASTIC. TAPE ALONE IS NOT ALLOWED. COORDINATE CEILING MOUNTED AIR DEVICE M. LOCATIONS WITH REFLECTED CEILING PLAN AND OTHER TRADES. OPTIONS 1 AND 2 1" WIDE 22 GAUGE STRAP WRAPPING UNDER DUCT AND ATTACHED TO TOP CHORD OF TRUSS. 8' MAX 1" DUCT T 1 4" 1 " 1"X2 XI.22 GAUGE ANGLE CHANNEL 4" X2" X2" OPTION 3 DUCT BOTTOM CHORD OF TRUSS -'-'HANG FLEXIBLE DUCTS WITH IIA" WIDE 22 GA. STEEL STRAPS WRAPPING UNDER DUCT EVERY 5 FT. MAX. ALSO SUPPORT 18" FROM ANY CONNECTION. MINIMUM 2" WIDE NO BURN RATE/SELF EXTINGUISHING FABRIC HANGER STRAP MAY BE USED IN LIEU OF METAL JSTRAPS 22 GAUGE, 4" X2" X2" ANGLE AND FASTENERS EVERY 8'. NOTE:SUPPORT DUCT AT EACH CHANGE OF DIRECTION. DUCT SUPPORT DETAILS SCALE: NTS 5 i 0 �A L 0 a , y U C O Y rn N N � U I '3 X � �3 I E CL cp 01 0 N N 0 U ' E o I, �N N � o i- e i a V a w �U N L 0 O N 0 0 Y 0 Q 0 a 0 N U 0 E U N U z i U U Q v 0 Y W m uj FA 0 1. 3 12/21/00 PERMIT 2 9/20/99 BID SET REVIEW 1 1 6/7/99 OWNER REVIEW R Rev. W. No Date hwA Hktm I R NOTES Ikk i' FUGLEBERG KOCH ARCHITECTS Orlando s Tan* Trod, wt ftr Park FL RM (07) M-= 5TONEBNVVIN II e c"" at SANFORD � CLUBHOUSE - M'SM samgE coirtr grnaoa x»a HVAC 5HEDULE5 H10.03 AND DETAIL5 9910 In13 aor erx� 2"m IV wit No. 05/10/w 1 1 3- C F G H 3 4 5 e l iro �I NOTES AI ' 1z e R➢ £3 4% C 45 D L A W ..may - 1 4 04/02 0 ISSUE FOR PERMIT 3 112/21/00 PERMIT 2 9/20/99 BID SET REVIEW 1 6/7/99 OWNER REVIEW Rw. No Data Issue History f { FUGLEBERG KOCH ARCHITECTS Orlando 2W TsmpM Tmk UMw Park R. 32760_ (407) d29-05p5 w 5TONEBROOK II a � at 5ANFORD GLUBNOUSE SEnrau cam FLORIDA xDS-n AMENITIES PLUMBING P10.02 PLAN wa 99101p12 War." 12°=01011 wAm. 05nfd/'9 A EIP C c PLUMBING SYMBOL LEGEND GENERAL PLUMBING NOTES -- - - - COLD WATER (CW) 115' HOT WATER (HW) A. PLUMBING CONTRACTOR SHALL READ ALL JOB SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL INFORMATION. SP SAFETY PAN DRAIN B. PLUMBING CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES RV RELIEF VALVE DRAIN AND LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. SANITARY OR WASTE C. PIPE ROUTING.SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS -------------------VENT AND FITTINGS REQUIRED FOR PROPER INSTALLATION IN ;.ORDER TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. PLUMBING PIPING SHALL NOT JIl VTR VENT THRU ROOF (VTR) BE ROUTED OVER ELECTRICAL PANELS. WCO WALL CLEANOUT D. SLEEVE AND FIRE STOP ALL PENETRATIONS ANY) OF RATED WALLS,, FLOORS, ( ) FCO CEILINGS,ETC. IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL FLUSH FLOOR CLEANOUT CODES TO MAINTAIN RATINGS.' REFER TO SPECIFICATIONS AND ARCHITECTURAL ECO DRAWINGS FOR RATED WALLS, CEILINGS AND FLOORS INFORMATION. —{0] GRADE/EXTERIOR CLEANOUT E. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS .SHALL BE PLACED ON THE _ _ HB-1 -i—C— — HOSE BIBB INTERIOR SIDE OF THE WALL. THE WALL INSULATION'SHALL'BE PLACED'ON THE EXTERIOR SIDE OF THE PIPING. ANY PIPING INSTALLED IN UNCONDITIONED SHUT-OFF VALVE SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. --J' PIPING TURNING UP F. . PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS WHERE NECESSARY IN 7 PIPING TURNING DOWN THE DOMESTIC WATER SYSTEM '(COLD AND HOT WATER) EVEN IF NOT SHOWN IN PLAN. ALL VALVES SHALL BE ACCESSIBLE AT ALL TIMES, 'PROVIDE AND INSTALL BRANCH - BOTTOM CONNECTION ACCESS PANELS/DOORS AS REQUIRED. SIZE & LOCATION OF SHOCK ABSORBERS CONFORM TO PDI WH-201. Q WATER HAMMER ARRESTOR WHA ( ) _ G. WALL FOOTINGS SHALL NOT BE PENETRATED WITH PIPING. COORDINATE WITH THE FLOW DIRECTION GENERAL CONTRACTOR TO DROP FOOTINGS FOR SLEEVED STEM WALL PENETRATIONS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. DRAINAGE FIXTURE UNITS (DFU) H. ALL FIXTURES DESIGNATED FOR USE BY INDIVIDUALS WITH PHYSICAL TAIL NUMBER INDICATES DETAIL IMPAIRMENTS SHALL HAVE INSULATION ON ALL EXPOSED PIPING. SUCH INSULATION SHALL BE, W TH I CK ARMAFLEX, TRUEBRO-HAND I -LAV GUARD KIT OR APPROVED EQUAL. I. ALL SANITARY WASTE AND VENT PIPING 'INSIDE FIRE RATED WALLS SHALL BE CAST IRON PIPING AND ALL :WATER SUPPLY PIPING ,INSIDE 'FIRERATED WALLS SHALL BE,COPPER TYPE "L" PIPING. J. FLOOR DRAINS SHALL BE EQUIPPED WITH A TRAP PRIMER AND CONNECTED TO THE COLD WATER SUPPLY, TO MAINTAIN THE WATER SEAL IN THE FLOOR DRAIN. 3/16" THK. ALUMINUM TREAD PLATE CLEANOUT FINISH -GRADE -\ 1 /4" THK. CAST IRON LIFT RING FLAT BAR FRAME. aPERFORATED STAINLESS LID RECESS STEEL SCREEN WITH _(� --�—�—) _ _ ((-1 _ 1 (_) I 1_1 - I I- 1 /4" D I A. STAGGERED �o EXTENSION SAME PP®P®fig HOLES SIZE AS SEWER GROUT TO 2—WAY CLEANOUT, $" FULLY SEAL (TYPICAL) 36" 4" INLET 4" OUTLET NOTE• PIPE AND FITTING SHALL BE OF THE SAME VFip MATERIAL AS SEWER IT SERVES. 10" RFF jFy FRrol"�F,� EXTERIOR 2—WAY CLEANOUT jO<q T SCALE: NTS 30" 24" PRECAST CONCRETE LINT INTERCEPTOR DETAIL SCALE: NTS , NOTE: PROVIDE PRECAST.CONCRETE INTERCEPTOR AS SHOWN OR PROVIDE ENGINEER APPROVED PREMANUFACTURED LINT INTERCEPTOR,OF EQUAL CAPACITY. HOT WATER SUPPLY. COLD WATER SUPPLY. CHROME -PLATED WALL'V4" ESCUTCHEONS (TYP.) �4" DIELETRIC SHUT—OFF VALVE (TYP.) UNION ( TYP.) -F— CON BRACO NO. 78-424-RV , REDUCER WHERE CALIBRATED PRESSURE REQUIRED (TYP.) ' RELIEF VALVE SET AT 85 x I PSI. INSTALL PER MANU— TEMPERATURE AND ' FACTURERS RECOMMENDATIONS. PRESSURE RELIEF` I VALVE. (ASME) ' PRESSURE RELIEF DISCHARGE LINE I. -HEAT TRAP( TYP. J PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION WASTE VENT CW HW REMARKS WC-2 WATER CLOSET 3" 2" fit" --- RIM +16 %" LOW CONSUMPTION MODEL: BRIGGS 4228 (1.6 GALLONS PER -FLUSHING CYCLE) # ADA WATER CLOSET TO BE TWO-PIECE VITREOUS CHINA BOWL, SIPHON VORTEX ACTION BOWL & TANK, FLOOR OUTLET W/ BOLT CAPS, ELONGATED BOWL, CHROMIUM PLATED TRIP LEVER, SUPPLIES & STOP VALVE BEMIS SEAT: #1950 ELONGATED SOLID WHITE PLASTIC SEAT, OPEN FRONT AND COVER - L 2 LAVATORY 1 hi" JAN RIM +34" ADA MODEL: BR I GGS #6602 19" x 18" — 4" FAUCET CENTERS VITREOUS CHINA, WALL HUNG WITH FIXTURE CARRIER MOUNTING BRACKET, SYMMONS #S-90-2 SINGLE LEVER FAUCET (2 GPM AERATOR) AND DRAIN DRAIN, PROVIDE ANGLE VALVES AND SUPPLIES W/ LOOSE KEY STOPS, 1V4"x 1114" P-TRAP. INSULATE SUPPLIES & WASTE WITH TRUEBRO MODEL # 102 INSULATION K I T S-1 SINK 1 JA* 1 Ih" JA JA* IN COUNTERTOP MODEL: DAYTON #DJ-23322, BA" DEEP, DOUBLE COMPARTMENT, 22 GA. STAINLESS STEEL, SOUND DEADENED, LEDGE TYPE. SELF -RIMMING WITH CRUMB CUP STRAINER & TAILPIECE, 1114" CHROMIUM -PLATED CONTINUOUS WASTE & P-TRAP, CHROMIUM -PLATED BRASS ANGLED STOP VALVES AND SUPPLIES. PROVIDE SYMMONS S-93 SINGLE LEVER FAUCET WITH AERATOR & HOSE SPRAY. IMB-1 ICE MAKER SUPPLY BOX �i" VALVE +24" PROVIDE OATEY ICE MAKER BOX #38811, HIGH IMPACT PLASTIC BOX WITH DIMENSION OF 9" HIGH x 10V4" WIDE. PROV I DE W" F I P INLET x V4" OD OUTLET COMPRESSION ANGLE VALVE. SUPPLY CONNECTION SIZE SHALL BE fit" OD EWC-1 ELECTRIC WATER COOLER 1w" IJA" 1A BUBBLER OUTLET +36" ADA MODEL: ELKAY #EBFA-8 WALL HUNG CAPACITY TO DELIVER 8,GPH OF 50' F. WATER WITH INLET TEMP. OF 80' F. AND ROOM TEMP. OF 90' F., STAINLESS STEEL TOP & JACKET, HAND OPERATED BUBBLER, AIR COOLED HERMETICALLY SEALED CONDENSING UNIT W/ 1/5 hp., 120 VOLT, 60 CYCLE, 1 PH., AC MOTOR W/ OVERLOAD PROTECTION, 1A" P-TRAP, STOP VALVE, CORD & PLUG. PROVIDE WALL HANGERS TPV-1 TRAP PRIMER --- PROVIDE PRECISION PLUMBING PRODUCTS MODEL No. P-2 TRAP PRIMER MACHINED CORROSION RESISTANT BRASS, NO SPRINGS, DIAPHRAMS, ADJUSTABLE FOR HIGH OR LOW PRESSURE, INSTALL AT LEAST-12" ABOVE DRAIN. PROVIDE TRAP DISTRIBUTION UNITS REQUIRED FOR QUANITY OF FLOOR DRAINS SHOWN ON DRAWING PROVIDE ACCESS PANEL. HB-1 WOSE BIBB " OUTLET +24" PROVIDE ZURN #Z-1315-5, NONFREEZE WALL HYDRANT WITH VACUUM BREAKER, V4" HOSE THREAD OUTLET SPOUT, ALL BRONZE, SEE PLANS FOR LOCATIONS. MOUNT AT 24" A.F.F. PLUMBING EQUIPMENT -SCHEDULE MARK FIXTURE WASTE VENT CW HW MANUFACTURER ODEL DESCRIPTION FD-1 PLASTIC SIZE/ 3" — - ENPOCO — FLOOR DRAIN W/ PVCBODYWITH DOUBLE DRAINAGE FLANGE FLOOR DRAIN DWG. #UFAFD-TPT AND FULL DIAMETER, REVERSIBLE MEMBRANE CLAMPING -6R COLLAR, ADJUSTABLE 6 ROUND TOP STRAINER ASSEMBLY AND TRAP PRIMER CONNECTION. PROVIDE P-TRAP. WCO-1 WALL CLEAN -OUT SIZE/ - - - NIBCO -PVC APPLICATIONS: SCHEDULE 40 PVC DWV, CLEAN -OUT DWG. #4811-14-V TEE WITH RECESSED BRONZE TAPPED PLUG & STAINLESS JOSAM #58890 STEEL WALL ACCESS COVER. ECO-1 EXTERIOR CLEAN -OUT SIZE/ - - - SEE DETAIL - PROVIDE CLEAN -OUT WITH 2-WAY CLEAN -OUT TEE. DWG. (LAWN, IN FLUSH 12"x12"x4" CONCRETE PAD.) FCO-1 FLOOR CLEAN -OUT SIZE/ - - - ENPOCO - PVC OR ABS PLASTIC DWV DWG. #UFACO W/INTERNAL GASKETED ABS CLEANOUT PLUG & ADJUSTABLE ABS HOUSING W/SCORIATED SECURED SATIN NIKALOY TOP. WH-1 ELECTRIC WATER - - -V4" V4" A. 0. SMITH -ELECTRIC , 30 GALLON, TWO 3000 WATT ELEMENTS, HEAT R #DEL-30 WIRED FOR 240 V., 10, 60 Hz., NON -SIMULTANEOUS OPERATION, WALL MOUNTING KIT, TEMPERATURE & PRESSURE RELIEF VALVE, DRAIN VALVE. HEATER SHALL HAVE CAPACITY T TO °RECOVERt23 GPH @ 80 TEMPER URE RISE 31"H x 21" DIA. 1H-2 ELECTRIC WATER - - ;V4":1144" A'A.__,.SM I TH - ELECTRIC , 'to-, GALLON, 18 KW WITH THREE 6000 WATT HEATER #DSE-80 ELEMENTS,-; WIRED FOR 240 V., 10, 60 Hz., SIMULTANEOUS -' ,,OPERATION,- WALL MOUNTING KIT, TEMPERATURE & PRESSURE RELIEF-VALVE,"DRAIN VALVE. HEATER SHALL HAVE CAPACITY TO RECOVER 105 GPH @ 70' TEMPERTURE RISE 52V4" H x 28" D I W1 = F� HAMMER SIOUX CHIEF PDI CERTIFIED, WHA SIZE "A", WHA " -2: WHA-3W WHA-4: "D", REFER TO WATER PIPING ARRESTOR #650'SERIES SIZE ;SI ZE''°C" DIAGRAMS,FOR-PIPE SIZES AND ARRESTOR LOCATIONS. ALL ARRESTORS -SHALL BE ACCESSIBLE FOR SERVICE. ROUTE SAFETY PAN DRAIN &Vj FIN _ RELIEF VALVE DRAIN TO .FLOOR "` � EXTERIOR .• 6" MIN. ABOVE ...• •� .••�. ; � �... Vte THICK HIGH IMPACT PLASTIC FINISHED OR 24 GA. GALV. STEEL 1 IA" M IN. N GRADE SODDED DEEP SAFETY PAN. �` I . I.N OR MULCHED" k AREAS ONLY DISCHARGE PIPING TERMINATION DETAIL ELECTRIC WATER HEATER PIPING DETAIL p SCALE: NTS SCALE: NTS ■ MIF 11 I - a ■ F NOTES r3 12/21/0 PERMIT 2 9/20/99 BID SET REVIEW 1 6/7/99 OWNER REVIEW Ray. No Date IMus History P.1 41 FUGLEBERG KOCH ARCHITECTS Orlando 21M Tan* Trod, VhW Pak FL RM (40 W-OW 510NE5inn RO0K I I s at 5ANFOOrwr"' K& �,yr, " CLUBHOUSE ... mims PLUMBING 5HEDULE5 P10.03 AND DETAILS ms 990103 1 1 4 ' v 1 �1 now" W-40" LaMo. 05/10 99 _ rt. �i 1 wcGEpt b t t�R EVIEWED ,4;VD 4S 6hi�Y �UrJ TCJf3f y11T..4 PER ISSpED ITIONAE�,f -- . a�srero v Ntj tit wolgK AND A LICEf SE � p SHA[ L Be _ AN EL, NOT AS AU"rH0 PROCEED WITH ly AL`iEF?, RITY, T r. F2OVI$IGN5 O VI(ULgTE OR SET ASIDE ANY I�sUANCE OE T!'1E TECHNICAL CODES, OF. THE - O�'Y r O A FEf4 HiT P NOR SHALL -RC,I�l, rrIER PREVENT T " fIOI'r �r HE SUFLDlNG PERMIT C fRRv N l H rREOUIRING A CORREC- Ok� �YHcR V,gTIUNS pFTHE COD'ANS, CONSTRUCTION ES T , muc,�_ Frw As�� )n City of Sanford r Model Cocies 111 effect: Stann;-d Building Code 1997 ed,PERMIT t ; . Stan Ord 'I�lrnbirf, Cole 1997 ad, 0 � �' % y Stanr.iard Plleci'lanical Code 1997 ed, ic.sslc NatigrI +l Electrical Coda 1996 ed. i {{X p. EQUIPMENT SCHEDULE GENERAL NOTES MODEL/ SOURCE/ . ITEM QUAN DESCRIPTION PART MANUFACTURER 1.0 SWIMMING POOL, POOL DECK AND WATER TREATMENT EQUIPMENT SHALL MEET ALL 1 1 FILTRATION & WATER TREATMENT PLAN, SEE SHT 4 F-14 COM PAC REQUIREMENTS OF THE STATE OF FLORIDA DEPARTMENT OF HEALTH (F.D.H.) CODE FOR SWIMMING POOLS AND BATHING PLACES AS SPECIFIED IN CHAPTER 64E-9, 2 1 -MAIN DRAIN FRAME & GRATE SP-1032 HAYWARD FLORIDA ADMINISTRATIVE CODE CURRENTLY IN EFFECT, 3 2 SKIMMERS, "N.S.F." APPROVED SP-1082 HAYWARD 2.0 ALL POOL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 4 N.A. EQUALIZER VALVE "N.S.F." APPROVED SP-1078 HAYWARD 3.0 WHEN OVERFLOW GUTTERS ARE USED, THE LIP SHALL BE LEVEL ±1/8 INCH AROUND 5 9 WALL INLETS, ADJUSTABLE, CYCOLAC SP-1419B HAYWARD THE POOL PERIMETER AND THE BOTTOM OF THE GUTTER SHALL BE LEVEL OR SLOPE TO GUTTER DRAINS. 6 1 VACUUM FITTINGS, 1-1/2" HOSE CONNECTION, CYCOLAC SP-1022S HAYWARD 4.0 OPEN TYPE GUTTERS SHALL HAVE A TWO (2) INCH SLOPE ±1/4 INCH FROM THE 7 1 LIGHT ASSEMBLY, 300 WATT/12 VOLT, W/ LOW WATER CUT-OFF 788301 AMER. PROD. LIP TO THE GUTTER DRAIN 8 1 NICHE, FOR ABOVE, WITH 1" CONDUIT 782105 AMER. PROD. 5.0 NIGHT SWIMMING REQUIREMENTS: UNDERWATER LIGHTING MINIMUM OF 0.5 WATTS PER SQ. FT. OF POOL WATER 9 1 TRANSFORMER, 300 WATT/12 VOLT, W/ CIRCUIT BREAKER CP300 GIAMMANCO SURFACE AREA 10 1 HANDRAIL, STAINLESS STEEL, 60" FLAT TOP 3HR-5-049 S.R. SMITH DECK AREA LIGHTING MINIMUM OF 3 FOOT CANDLES OF ILLUMINATION UPON POOL WATER SURFACE AND POOL DECK SURFACE 11 1 LADDER, (3) THREAD W/ CROSS BRACE LFB-36-3B S.R. SMITH.6.0 POOL RULE SIGN REQUIREMENTS 12 4 ANCHOR SOCKET, WEDGE TYPE, BRONZE 1AS-100 S.R. SMITH RULES & REGULATIONS FOR BATHERS SHALL BE,POSTED AT POOLSIDE, BE LEGIBLE FROM THE POOL DECK AND CONTAIN THE FOLLOWING RULES WITH LETTERING A 13 4 ESCUTCHEONS, STAINLESS STEEL AS-100B S.R. SMITH MINIMUM OF ONE INCH (1") IN HEIGHT. 14 1 VACUUM HOSE, HEAVY DUTY FLOATING TYPE, 1-1/2" OD X 50' EP-100-A S.R. SMITH 1. NO FOOD, DRINK, GLASS OR ANIMALS IN POOL OR ON POOL DECK. 15 1 VACUUM HEAD 12" FLAT 1160-50 PLASTIFLEX 2. BATHING LOAD: 20 PERSONS3. POOL HOURS: DAWN TO DUSK 16 2 POLE, 16', ANODIZED ALUMINUM, STRAIGHT 200 RAINBOW 4. SHOWER BEFORE ENTERING POOL ` 5. MAX WATER TEMP. 104' F 17 1 LIFE HOOK, ANODIZED ALUMINUM, WITH FASTENERS 820-16 HUGHES ;j 6. NO DIVING (LETTERING ON THIS ITEM ONLY TO BE 4" IN HEIGHT) 18 1 LIFE RING, 24", WITH 30' THROW LINE 153 HUGHES 7.0 CHEMICAL STORAGE - CHEMICALS SHALL BE STORED IN A COOL, DRY, WELL VENTILATED AREA, UNDER ROOF, AND INACCESSIBLE TO THE PUBLIC. 19 1 LEAF SKIMMER NET, NYLON LP.-24 HUGHES 8.0 CHEMICAL TEST KIT - A CHEMICAL TEST KIT SHALL BE PROVIDED WITH CAPABILITIES 20 1 FLOOR & WALL BRUSH, NYLON, 18" CURVED 119 HUGHES FOR THE FOLLOWING TESTS: A. FREE ACTIVE HALOGENS. 21 1 TEST KIT, "DPD" TYPE 2005 TAYLOR B. TOTAL OR COMBINED AVAILABLE CHLORINE USING DPD C. TOTAL ALKALINITY 22 1 POOL RULE SIGN COMM. BIO LAB D. CALCIUM HARDNESS 23 E. pH F. CYANURIC ACID 24 G. ACID & BASE DEMAND 25 - 9.0 POOL EQUIPMENT MUST BE OPERATED IN ACCORDANCE WITH CHAPTER 64E-9 10.0 FOOD OR DRINK SERVING FACILITIES SHALL NOT BE LOCATED WITHIN TWELVE (12) FEET OF THE EDGE OF THE FOUR (4) FOOT WIDE WET POOL DECK BATHERS RS ARE NOT TO BE ALLOWED IN POOL OPERATING PERMIT IS ISSUED BY THE COUNTY HEALTH DEPARTMENT OR AGENC:" HAVING JURISDICTION SANITARY FACILITIES 1.0 SANITARY FACILITIES: PLUMBING: SEPARATE SANITARY FACILITIES WITH OUTSIDE ACCESS FOR EACH SEX, CLEARLY LABELED AND EQUIPPED AS FOLLOWS, MUST BE LOCATED WITHIN A 200 FT RADIUS OF THE NEAREST WATER'S EDGE OF EACH 1.0 OWNER TO PROVIDE THE FOLLOWING: POOL AND SPA A. POTABLE WATER LINE (3/4") TO POOL EQUIPMENT ENCLOSURE FOR FRESH WATER MAKE UP 2.0 MEN'S ROOM: B. WASTE WATER DISCHARGE LINE (2") FROM POOL EQUIPMENT ENCLOSURE STUB -OUT LAVATORY (S) 1 WITH 4" AIR GAP INTO A 6" LINE TO FINAL DISPOSITION, IN ACCORDANCE WITH WATER CLOSET (S) 1 LOCAL BUILDING CODES. URINAL (S) 1 2.0 ALL PIPE TO BE PVC AND SHALL BE IMPRINTED WITH THE N.S.F. SEAL FOR 3.0 WOMEN'S ROOM: POTABLE WATER LAVATORY (S) 1 WATER CLOSET (S) 1 3.0 SKIMMERS, WHEN USED SHALL HAVE N.S.F. SEAL. 4.0 THESE ROOMS MUST HAVE FLOORS MADE OF A NON ABSORBENT MATERIAL WITH A SMOOTH SLIP 4.0 ALL SUCTION AND PRESSURE PIPING SHALL BE SCHEDULE 40 RESISTANT FINISH AND SLOPED FOR POSITIVE DRAINAGE TO FLOOR DRAINS. CARPETS, DUCKBOARD AND FOOT BATHS ARE PROHIBITED. THE INTERSECTION BETWEEN THE FLOOR AND WALLS SHALL BE 5.0 GRAVITY DRAIN AND GUTTER PIPING MAY BE CLASS 160 PVC PIPE COVED. HOSE BIBS WITH VACUUM BREAKERS ARE REQUIRED IN EACH ROOM 6.0 ALL HOSE BIBBS SHALL BE EQUIPPED WITH VACUUM BREAKERS 5.0 THE ABOVE SPECIFIED FACILITIES ARE. NOT REQUIRED WHERE PRIVATE SANITARY FACILITIES, LOCATED IN LIVING UNITS OF HOTELS, MOTELS, CONDOMINIUMS APARTMENTS, ETC. ARE ACCESSIBLE TO 7.0 PRESSURE AND VACUUM GAUGES, RATE OF FLOW INDICATORS AND OTHER MECHANICAL BATHERS WITHIN A TWO HUNDRED (200) FOOT RADIUS FROM THE NEAREST WATERS EDGE OF EACH COMPONENTS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S POOL AND ARE LOCATED NOT OVER THREE (3) STORIES IN HEIGHT IN BUILDINGS WITHOUT ELEVATORS, RECOMMENDATIONS AND/OR INSTRUCTIONS. AND ALSO SERVE ALL OF THE POOL PATRONS. 8.0 ALL POOL PIPING SHALL BE PRESSURE TESTED FOR A MINIMUM OF 24 HOURS 6.0 RINSE SHOWER: AS FOLLOWS: A MINIMUM OF ONE (1) RINSE SHOWER SHALL BE PROVIDED BY THE OWNER FOR EACH OUTDOOR A. PRESSURE AND SUCTION PIPING SHAL LBE TESTED AT THIRTY POUNDS PER POOL AND SPA AND BE LOCATED ON THE POOL DECK WITHIN TWENTY (20) FEET OF THE WATER'S SQUARE INCH (20 P.S.I.) EDGE B. GRAVITY PIPING SHALL BE TESTED WITH STATIC WATER PRESSURE A MINIMUM OF TWELVE (12) INCHES ABOVE STATIC POOL WATER LEVEL 7.0 FOOD OR DRINK SERVICE FACILITIES: IF PROVIDED, FOOD OR DRINK SERVICE FACILITIES MUST BE LOCATED A MINIMUM OF TWELVE (12) 9.0 ALL EQUIPMENT SHALL HAVE NSF, UL, OR OTHER APPROPRIATE APPROVAL. FEET BEYOND THE INNER EDGE OF THE POOL DECK. 10.0 ILLUMINATIONS OF 30 FOOT CANDLES AT FLOOR LEVEL IN EQUIPMENT ROOM/ EQUIPMENT ENCLOSURE, 8.0 CHEMICAL STORAGE AREA: A SUITABLE CHEMICAL STORAGE AREA, INACCESSIBLE TO THE PUBLIC, WHICH MEETS F.D.H. REQ'MTS 11.0 PLASTIC PIPING EXPOSED TO SUNLIGHT SHALL BE COATED FOR U.V. PROTECTION. SHALL BE PROVIDED BY THE OWNER SPECIAL NOTES: 1.0 AREA LIGHTING PLAN FOR THE POOL AND DECK SURFACES MUST BE FURNISHED FOR NIGHT SWIMMING. PLEASE CHECK INTENSITY REQUIREMENTS WHICH HAVE TO BE MET BY FLORIDA DEPARTMENT OF HEALTH. 2.0 NO NIGHT SWIMMING Arm, IF CO 11z_R NC/NZ" IFING NC. 2011 AIRPORT ROAD LAKELAND, FL. 33811 PHONE: (863) 682-1 620 CA-0001974 DECK: 1.0 POOL DECK SHALL HAVE AN UNOBSTRUCTED MINIMUM OF FOUR FEET AROUND THE PERIMTER OF THE POOL OR POOL CURB, AND BE CONSTRUCTED OF CONCRETE OR OTHER NON-ABSORBANT MATERIAL HAVING A SMOOTH SLIP RESISTANT FINISH AND SHALL BE UNIFORMLY SLOPED TO PREVENT STANDING INATER. 2.0 POOL DECK SHALL HAVE A MINIMUM PITCH OF 2% AND A MAXIMUM PITCH OF 4% SLOPING AWAY FROM THE POOL OR TOWARD DECK DRAINS. 3.0 WHERE VEHICULAR TRAFFIC OR PARKING AREAS ARE ADJACENT TO THE POOL DECK, SUITABLE TRAFFIC BARRIERS SHALL BE PROVIDED SO THAT NO PORTION OF THE VEHICLE MAY EXTEND OVER THE DECK AREA. 4.0 WALKWAYS SHALL BE PROVIDED BETWEEN THE DCK AREA AND THE SANITARY FACILITIES AND SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBANT MATERIAL WITH A SMOOTH SLIP RESISTANT FINISH FOR THE FIRST 15 FEET OF THE WALKWAY MEASURED FROM THE NEAREST POOL WATER'S EDGE. ELECTRICAL: 1.0 ALL ELECTRICAL WIRING INCLUDING BONDING AND GROUNDING, HOOK UP OF POOL WATER TREATMENT EQUIPMENT AND UNDERWATER LIGHTS MADE SHALL BE IN ACCORDANCE WITH SECTION 680 OF THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE BUILDING CODES 2.0 ALL UNDERWATER LIGHTING SHALL UTILIZE TRASFORMERS AND LOW VOLTAGE CURCUITS. THE MAXIMUM VOLTAGE FOR EACH LIGHT SHALL BE 15 VOLTS AND THE MAXIMUM INCANDESCENT LAMP SIZE SHALL BE 300 WATTS. 3.0 ALL TRANSFORMERS SHALL BE LOCATED A MIMIMUM OF FIVE (5) FEET FROM THE INSIDE WALL OF THE POOL AND MOUNTED A MINIMUM OF EIGHT (8) INCHES ABOVE GROUND LEVEL, DECK LEVEL OR HIGHEST POOL WATER'S LEVEL, WHICHEVER IS HIGHER 4.0 ALL METAL INCLUDING POOL STRUCTURAL REINFORCING STEEL, HANDRAILS, METAL CASTINGS OR POOL EQUIPMENT SHALL BE BONDED TOGETHER ELECTRICALLY WITH A COMMON BOND WIRE SEPARTED FROM THE NEUTRAL, EXCEPT AT THE SERVICE DISCONNECT. POOL DATA: SURFACE AREA 552 SQ. FT. PERIMETER 104 LIN. FT. VOLUME 18,630 GALLONS FLOW RATE 100 G.P.M. FILTER TYPE COM PAC F-14 FILTER AREA 51.75 SO. FT. MEDIA TYPE VACUUM D.E. SIX HOUR TURNOVER 36,000 GALLONS TURNOVER RATE 3.9 HOURS BATHING LOAD 20 PERSONS NUMBER OF LIVING UNITS 112 UNITS (NON -TRANSIENT) PROVISOS: Swimming Pool 1. Protruding corners inside pool shall have at least 2" radius. 2. Step edge tiles shall be dark in color. PROVISO: Spa Pool 1. Prior to construction, the engineer shall hydraulically justify the collector tank specifications/function accounting for the combined flows of all pumps. J`s V 200i SUOISIAG�j 6 rn Op' z0 0 z0- OU v L� ® � o w J) cLJ wo IAA ~ O vJ Q a. cn v -i--� rn ((''®00 C'7 LLB CY) -;--+ Ca 0 O U- W c > c ® J co Z CW G � � N Q 0 C) I Q I< m � O o~c o CL LL rr W Qla: Z �O r® ILL o Q V! TO-VJ REGISTERED ENGINEER _VJq, (I - �_r//H , P-,,E. # 734 W.R. COVER J* 2 5 Al SHEET 1 NUMBER of 6 DRAWING C200108 NUMBER STONEBROOK C DECK Ill COPING DECK EDGE NOTE: MARKERS TO WITHIN 3" OF BOTH WATER LEVEL THESE ACTUAL DEPTHS 2'-6" MIN. �— STRAIGHT WALL o m I I in MAIN DRAIN -' HYDRO STATIC RELIEF / IN ROCK BED (IF REQ'D}f TRANSVERSE SECTION m DEEP END N.T.S. HYDRO STATIC RELIEF IN ROCK BED (IF REQ'D POOL SECTION N.T.S. COPING MARKERS TO WITHIN 3" OF BOTH COPING COPING DECK EDGE THESE ACTUAL DEPTHS DECK EDGE DECK EDGE WATER LEVEL v -H I —WALL VERT. 2'- 6" 3' f 5' N w Q STRAIGHT WALL 6" RAID. MAX -rr, e • IP1% irr%nr I ,m OU A I I nlA/ G=Kll" 1 OPING EDGE RAID MAX CER. TILE CONTRASTI COLOR, Sl RESISTANT BENCH + STEP TILE 1 1/2" = 1'-0" .11 1 1 /2" 1 1 /2" 1 1 /2" POOL PLAN 1 /4" = 1 ' -O" N.T.S. SLIP RESISTANT i Au l h jr-� "r- TREADS (TIF) �:.T.S. "TEXTURE-KRETE" DECK TOPPING OVER 3 1/2"-CONCRETE 3000 P.S.I. WITH 6x6, 10/10 W.W.MESH (DECK SHALL SLOPE AWAY FROM POOL-2o/FT MIN. & 4%/FT MAX) SKIMMER (N.S.F. SEAL) ,(SP-1082) MAX N ii 2" GUNITE: ' 3000 PSI FLOOR AND WALLS 2" TYP #3 DIA REBAR I 12" ON C-C BOTHWAYS, FLOOR \ AND WALLS 0 6"x6" FLAT CER. TILE � THE WATER LINE SKIMMER (REF. POOL WATER LEVEL) VACUUM FITTING W/ FLUSH PLUG RETURN GHT. 300 WATT, 12 VOLT 3/8" MARCITE (LIGHT IN COLOR & SLIP RESISTANT) �6" FLOORI SKIMMER, WALL, FLOOR DETAIL N.T.S. 72»t 6'-0» �\ I N \COPING DECK EDGE \ % MUD ANCHOR) noCAP W/ ESCUT - - -- '� AND GROUND 12" _ WIRE �� RAIL IN CENTER 12» F BOTTOM STEP 0z 12" C- �� co RMEDIATE STEPS SHALL � 12" ANCHOR W/ UNIFORM IN WIDTH AND �� co ESCUT ;HT VARIES STAIR AND 6" to 8" t RAIL DETAIL \'�------- 1/2" = 1'--O" CovE,F NOINZTIVINC SHEET 2 p� NUMBER "NC. 2011 AIRPORT ROAD LAKELAND, FL. 33811 DRAWING C200108 PHONE: (863) 682-1620 NUMBER. STONEBROOK CA-0001974 U � m W CL (ni SUOISIA9d U o� zLO 0 z� p �o w� �/� 0 VJ w o rj)Q0- W WCC -•F� G O n ® °O N ILCIO Qom cli �u- O o I �[LUL a) m Q° > z 3;:o cd cd F- 0a 0� �0� REGISTERED ENGINEER P.E. ; 734 W.R. COVER •gum 126 m i GENERAL NOTES: 1. DECK 4'-0" MIN. UNOBSTRICTED AROUND PERIMETER OF THE POOL 2. DECK SHALL "PITCH" A MINIMUM OF 2% AND A MAX OF 4% IN TEN (10) FEET AWAY FROM POOL 3. DECK SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBEN MATERIAL HAVING A SMOOTH, SLIP RESISTANT FINISH AND SHALL BE UNIFORMLY SLOPED TO PREVENT STANDING WATER 4. SANITARY FACILITIES (MIN. REQ'D): (BY OTHERS) MEN: ON (1 URINALS, ONE (1) LAVATORIES, ONE (1) WATER CLOSETS. WOMEN ONE (1) LAVATORIES, ONE 1 WATER CLOSETS. 5. SANITARY FACILITIES FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL AND SHALL HAVE A SMOOTH, SLIP RESISTANT FINISH, FLOOR DRAINS SHALL BE PROVIDED. HOSE BIBB FOR FREQUENT CLEANING SHALL BE PROVIDED, INTERSECTION BETWEEN FLOORS AND WALLS SHALL BE COVED. 6. SANITARY SUPPLIES (BY OTHERS) 7. FOOTBATHS ARE PROHIBITED 8. DIRECTIONS TO SANITARY FACILITIES SHALL BE LEGIBLE FROM ANY PORTION OF THE POOL DECK. (BY OTHERS) 9. ONE (1) RINSE SHOWER LOCATED WITHIN TWENTY (20) FEET OF NEAREST POOL WATERS EDGE. 10. THE VERTICAL CLEARANCE ABOVE THE POOL DECK AND NON -DIVING POOL WATER SURFAE AREAS SHALL BE AT LEAST 7' (FEET). i l . OVERHEAD SERVICE WIRING SHALL NOT BE WITHIN 10' FEET) HORIZONTALLY OF THE POOL WALLS OR DECK APPURTENANCES 12. HANDRAILS: ANCHOR HANDRAIL IN BOTTOM STEP AND ON DECK ANCHOR SOCKETS SHALL BE UTILIZED FOR FUTURE REPLACEMENT OF RAILS 13. STEP TILE: A CONTRASTING COLOR "BULLNOSE" TILE (75 WIDTH) SHALL BE USED TO MARK THE INTERSECTION OF TREAD AND RISER ON EACH STEP. 14. STEP TREAD NOTES: STEPS HAVE MINIMUM 24" TREAD LENGTH 12" TREAD WIDTH, WITH A MAXIMUM OF 10" TREAD RISERS. INTERMEDIATE STEP TREADS AND RISERS ARE UNIFORM IN WIDTH AND HEIGHT, WITH ALL TREADS TO BE SLIP RESISTANT, 4" HIGH PERMANENT CONTRASTING DEPTH MARKERS SHALL BE LOCATED AT OR ABOVE THE WATER LEVEL ON THE INSIDE OF THE VERTICAL WALL AND DEPTH MARKERS ALONG WITH "NO DIVING" SHALL BE LOCATED ON THE DECK WITHIN TWO (2) FEET OF THE POOL WATER AND TWENTY FIVE (25) FEET BETWEEN MARKERS (TYPICAL) ALL DECK MARKERS SHALL BE SLIP RESISTANT TILES NOTE INTERNATIONAL "NO DIVING" SYMBOL, COLOR "RED", MAY BE USED. 20' z 0 a W z � DECK (SLOPE AWAY FROM `D POOL-2% MIN, 4% MAX) (1) LADDERS S.S. ONIAIO ON ONIAIO ON W/ CROSSBRACES 2 N19 IAti THREE (3) TREAD W/ DECK ANCHORS LADDER 32' 20' POOL z MARCITE FINISH (LIGHT IN COLOR MAIN DRAIN 0 AND SLIP RESISTANT) (1) MAIN DRAIN GRATE z (NOT READILY BREAKABLE OR REMOVEABLE LIGHT ASSEMBLY BY BATHERS) (1) 300 WATT, 12 VOLT DECK (SLOPE AWAY FROM POOL-2% MIN, 4% MAX) 0 00 W O O O O Z O U Q O U a c 3 o V O U M N 0 0 cl SUOISIAON t U POOL EQUIPMENT 4"-WASTE LINE (BY OTHERS) 0., 0----1 "-POTABLE WATER LINE (BY OTHERS) O\_ELECTRICAL SERVICE TO POOL EQUIPMENT PANEL BOX (BY OTHERS) SPA EQUIPMENT f4"-WASTE LINE (BY OTHERS) 0 0--1 "-POTABLE WATER LINE (BY OTHERS) O� ELECTRICAL SERVICE TO SPA EQUIPMENT PANEL BOX (BY OTHERS) 1cl SPA HEATER o� GAS LINE HOOK UP BY OTHERS RINSE OFF SHOWER 4FT 61N POOL WATERS EDGE (BY OTHERS) 1r, NO DIVING WITHIN 20 FEET OF Ln VALL DEPTH MARKERS U00 AND "NO DIVING" SHALL z o BE SKID RESISTANT Z U CERAMIC TILE a 10' (1) HANDRAIL v� 0 HOSE BIB W/ O u VACUUM BREAKER 0 TO RINSE OFF DECK bi 0 (BY OTHERS) V) (n Q u~i v z mr� ® 7' V, 0 (1) HANDRAIL 0 c) Q®co SPA-� Q J Q O 0 p Imo fZF O °-1 -a oc rra m cd wo z� ca 0ca oz "NDS" DRAIN ® CO O (j) REGISTERED ENGINEER W. SITE PLAN 1 /8" = 1 '-O" CLUBHOUSE RESTROOMS: M. WOMEN: 1 -LAV 1 -WATER CLOSET MEN: _/ zw 1 URINAL � > 1-WATER CLOSET P.E. #77-�4 1-LAV W.R. COVER COlIEf� NOTE: 1.0 FLOOR DRAIN IN EACH RESTROOM NO TRINO SHEET NUMBER 3 of 6 2.0 INTERSECTION AT WALLS AND FLOOR SHALL BE COVED NC. 2011 AIRPORT ROAD 3.0 HOSE BIB SHALL BE PROVIDED IN EACH LAKELAND, FL. 33811 RESTROOM OR WITHIN 50 FEET OF PHONE: (863) 682-1620 DRAWING C200108 CA-0001974 NUMBER STONEBROOK I L -Y Filter Overflow Elements uu)p Surface Overflow Equalizer Line J Main Drain =_- Fresh Water Thermometer 5'-4" Suction Vacuum Filter Recirc. Separator Gauge Precoat Pump p ---------- /t= — Tank Drain Vacuum Line Vacuum Pump Pump To Waste Vacuum To Filter Return From Flow \ To �Clorinator Electrical Heater Meter Heater Equipment PLAN 3/411=1' F-14 EQUIPMENT LIST 1. 51.75 SQ.FT. Filter Area (9) 17 1 /2"X24" Elements 2. 100 GPM, 36,000 Gallons Per 6 Hours @ 50 TDH 3. 2 H.P. Sta-Rite P4EA6GL Recirc. Pump with Hair and Lint Strainer 4. 3/4 H.P. Sta-Rite P2RA5DL Vacuum Pump with Hair and Lint Strainer 5. 2.5" Flow Meter CF-30250P 40-150 GPM Range 6. 2.5" Face Vacuum Gauge 0-30 H 7. Hayward C250 CF Erosion ChlonnIr (1.5 lbs./hr.) 8. Poc Fab 60 Sq. Ft. 9.110 Gallon Compacity Filter Tank 10. 2" Face Thermometer 32-248 ?F LINE SIZES FILTER NOTES F-14 1. VALVES FOR PROPORTIONING FLOW ARE DESIGNED FOR SUCH MAIN DRAIN 4" THE MAIN DRAIN, SKIMMER, TO & FROM HEATER AND RETURN SURFACE OVERFLOW 4' 2. ALL ELECTRICAL EQUIPMENT SHALL CONFORM WITH THE N.E.C. AND SHALL BE IN COMPLIANCE WITH THE UL 1081 STD. RETURN LINE 2.5° 3. FILTER ROOM SHALL NOT BE USED FOR STORAGE OF CHEMICALS SUCTION LINE 3° OR OTHER ITEMS THAT COULD IMPAIR OPERATION OR INSPECTION OF SYSTEM VACUUM LINE 2° 4. ALL COMPONENTS ARE DESIGNED FOR CONTINOUS USE WASTE LINE 11/2" 100 5. FILTER TANK HAS COVED INTERSECTION BETWEEN WALL AND FLOOR, A 90 TANK FLOOR SLOPES TO DRAIN FRESH WATER 1 80 6. ALL CHEMICAL FEEDERS ARE INTERLOCKED WITH RECIRCULATION PUMP TANK DRAIN 1 1/2' 70 7. ALL VALVES, PIPES, CHEMICAL FEEDERS & CROCKS ARE PERMANENTLYMARKED FILTER PRECOAT 1 1/2" 60 8. ALL PIPING IS NSF-PW AND IS SO MARKED VACUUM TO FILTER 11/2' 50 9. ALL PUMPS ARE SELF -PRIMING 10. DRAIN IS LOCATED UNDER EACH PUMP HEATER TO 11 2° / 40 = 30 11. FLOWMETER IS LOCATED AS PER MANUFACTURERS INSTUCTIONS AND IS FROM THE HEATER? 1 1/2' a 20 CAPABLE OF READING 1.5 TIMES THE DESIGNED FLOW RATE 10 12. NO DISSIMILAR METALS USED. 13. 30 FT.CANDLE MIN.) LIGHTING PROVIDED 14. FRESH WATER UPPtY SHALL BE FROM AN APPROVED POTABLE WATER SYSTEM OR SHALL MEET THE POTABLE WATER SYSTEM REQUIREMENTS AND PROVIDE LABORATORY DOCUMENTATION TO THE CO. PUBLIC HEALTH UNIT COMNPAC Filtration, Inc. I M W. Church St. Jacksonville, Florida M04 CL Flow uvernow, vacuum o Gauge z Fil ter Fresh Water Precoat a, Air Gap Recirc, o o a / Pump a_ cn o Separator Grade Equalizer Line ' Tank Drain Gravity To Waste Surface Overflow \ o_ Vacuum Line c� O Main Drain o �, ump To Waste o o Thermometer Z SUOISIA9N U From acuum Pump _ Heater Flaw - Meter From Vacuum To Filter F_ Hose bibb with Vacuum Breaker Air Gap For elan. Float Valy& Auto Fill Float Valve BOX Static Water Level Adjustment _ Operating Nut Level Eq alizer�ine ro Poo Auto & Manual Fill Detail nts STATIC WATER LEVEL 20 40 60 80 100 120 140 160 U.S. GALLONS PER MINUTE Q 3/4 HP Sto Rite P2RA5DL Q 1 HP Sta Rite P2RA5EL 2 HP Sta Rite P4EA6GL F-14 VACUUM D.E. Hydraulic Valve 1' Ball valve on Filter Tank mfecuun ruin( Chlorinator ISOMETRIC n.t.s. note: chlorinator not shown for clarity Locking Bracket uvers (TYP.) Grade Concrete To Anchor ( 3 YD. Min. ) C.C. Block Typ, All Corners ELEVATION 1/2n=1' ASTIMEMENIShL covEI'? AY Ar A� NOINEE/F/NG AV N NC. 2011 AIRPORT ROAD LAKELAND, FL. 33811 fN AWNGPHONE: (863) 682-1620 MBER CA-0001974 )n U o� z Cn 0 za oC) W� U Cl) w C)4) QC) Q �C) co f!) 000 O co t') -� C0 OO Q. W ca ® I Z W :2 1 N < QC') Q JQ m0 O :o � rLu m Qp Z 3:C O oLL 0U) o REGISTERED ENGINEER P.E. #7734 W.R. COVER SHEET NUMBER C200108 STONEBROOK SPA EQUIPMENT SCHEDULE: ITEM QUAN DESCRIPTION MODEL/ SOURCE/ PART # MANUFACTURER 1 1 FILTRATION & WATER TREATMENT PLAN, SPH-1500 COM PAC SEE SHT 5 2 1 MAIN DRAIN FRAME ' & GRATE SP-1032 HAYWARD 3 4 WALL INLETS, ADJUSTABLE, CYCOLAC SP-1022S HAYWARD 4 1 LIGHT ASSEMBLY, 100 WATT/12 VOLT, 78104200 AMER. PROD. W/ LOW WATER CUT—OFF 5 1 NICHE, FOR ABOVE, WITH 1" CONDUIT 78244300 AMER. PROD. 6 1 TRANSFORMER, 100 WATT/12 VOLT, CP100 GIAMMANCO W/ CIRCUIT BREAKER 7 1 HANDRAIL, STAINLESS STEEL, 48" FLAT TOP 3HR-5-049 S.R. SMITH 8 2 ANCHOR SOCKET, WEDGE TYPE, BRONZE 1AS-100 S.R. SMITH 9 2 ESCUTCHEONS, STAINLESS STEEL AS-100B S.R. SMITH 10 1 TEST KIT, "DPD" TYPE 2005 TAYLOR 11 1 POOL RULE SIGN COMM. DPP 12 1 HEATER, 400,000 BTU'S GAS FIRED R-405 RAYPAC 13 6 JETS—(10-12 G.P.M.) EACH, THERAPY 10-4310 HYDROAIR 14 1 SKIMMERS—N.S.F. APPROVED SP-1082 HAYWARD 15 1 EQUALIZER, VALVE ASSY. SP-1078 HAYWARD 16 1 THERMOMETER, INLINE #1000 ASHCROFT 17 1 HEATER, 400,000 BTU's GAS FIRED R-405 RAYPAK SMITH 3HR 4' CUSTOM HANDRAIL 8' DIAMETER \ CENTER OF DECK, SAME AS SKIMMER POOL 0 EQUAL GRATE u WWI z 0„ COPING SAME N N AS POOL 18" SEAT 6" FLAT co CERAMIC TILE 10 N co 1.. 12" EXTENSION C° LIGHT REQ'D 10" MAIN MARCITE-LIGHT IN COLOR 3/4"x2" DARK DRAIN AND SLIP RESISTANT COLOR TILE, CONTINUOUS SEAT AND STEPS SPA SHELL-6" THICK CONCRETE (PNEUMATIC PLACED) FLOOR AND WALL, 3000 P.S.I. WITH #3 DIA. REBAR ON 12" C—C BOTH WAYS FLOOR AND WALL SPA SECTION 3/8" = 1'-01, 3/4" MUDCAP TILE N DARK CONTRASTING COLOR STEP + BENCH EDGE DETAIL 1 1/2" = 1 '-0" SURFACE AREA PERIMETER VOLUME FLOW RATE FILTER TYPE FILTER AREA MEDIA TYPE 30 MINUTE TURNOVER TURNOVER RATE BATHING LOAD FILTER SYSTEM COMPAC SPH-1500 w vi w vi z J V) vi 2 w L� _z J V J W w N z W 3 � 00 z_ N Li N (6 Q © © N D@ J 0 w 0 F- U Z _ 0- 1— �" U Of 0 \ p N 0 0 d N ti� m (1) SKIMMER SP-1082 N.S.F. (6) JETS (12 G.P.M. EACH) @ 11.6 FT HEAD EACH (4) RETURN INLETS (12.5 G.P.M. EACH), SPA PLAN 3/8" = 1'-0" ��y SPA DATA: 50.3 SQ. FT. 25.1 LIN. FT. 850 GALLONS 50 G.P.M. COM PAC S.P.H.-1500 300 SQ. FT. PRESSURE CARTRIDGE 1500 GALLONS 17.0 MINUTES 5 PERSONS v� 4" WASTE LINE (BY OTHERS) 1" POTABLE WATER LINE (BY OTHERS) ELECTRICAL SERVICE TO SPA ELECTRICAL SERVICE TO SPA 12" EQUIPMENT (BY OTHERS) MIN. GAS LINE & GAS HOOK UP (BY OTHERS) ELECTRICAL CONN. (BY OTHERS) (1) HEATER TO HEATER 400,000 BTU's 1 1/2" Mom 2" 7 N �� •. 12"xl2" MAIN DRAIN. (68 SQ.IN. OPEN AREA: 140G.P.M. [_@ 0.67 F.P.S.) EQUAL — GRATE SP-1019 1 1/2" IN (1) LIGHT 100 WATT 12 VOLT 1 1/2 2 1/2" 1 1/2" 1 1/2" N 1 1/2" --1 _ N �`ti = 0 00 w .- SPA POOL_ RULE SM REOL FEMENTS 0 o Z POOL RULE SIGN REQUIREMENTS p RULES & REGULATIONS FOR BATHERS SHALL BE N C POSTED AT POOLSIDE, BE LEGIBLE U Q o FROM THE POOL DECK AND CONTAIN THE FOLLOWING RULES WITH LETTERING A MINIMUM OF ONE INCH (1") IN HEIGHT. 0 Z 1. NO FOOD, DRINK, GLASS, OR ANIMALS IN POOL OR ON POOL DECK U a� (D 0 0 o a� 2. BATHING LOAD: 5 PERSONS a L CL U N U p 3. POOL HOURS: DAWN TO DARK o 4. SHOWER, BEFORE ENTERING POOL 5_ MAX WATER TEMP. 104'17 a_ U 6. NO DIVING (LETTERING ON THIS ITEM ONLY TO BE 4" IN HEIGHT) cy 7. CHILDREN UNDER TWELVE (12) MUST HAVE ADULT SUPERVISION � v r7 N r o 0 N 8. PREGNANT WOMEN, SMALL CHILDREN, PEOPLE WITH HEALTH SUOISIAGa _U — PROBLEMS, AND PEOPLE USING ALCOHOL, NARCOTICS, OR OTHER DRUGS THAT CAUSE DROWSINESS SHOULD NOT USE SPA — POOLS WITHOUT FIRST CONSULTING A DOCTOR. 9. MAXIMUM USE IS 15 MINUTES NOT 1. A SMALL CLOCK SHALL BE VISIBLE FROM THE SPA TO ASSIST THE PATRONS IN MEETING REQUIREMENTS 2. FILTER CARTRIDGE SHALL BE PERMANENTLY MARKED WITH THE MANUFACTURERS NAME, POPE SIZE, AND FILTER AREA ON ONE END OF THE CAP FILTER. U rn � o z0 0 zD_ oC) 0 ~ �� w= U w0 �A ~ U V J� v~i c�� cy) 0 000 Cv) —�-� Cif L ^0 0 �L LL C �>cc ( 4) ,G ®I z CW G � N Q Q � CL m0 O mo 0-1 u- rL LL W Q� z 3�-.0 ® �.L `< 0 VJ REGISTERED ENGINEER P.E. # 734 W.R. COVER AMW NO/NEEfF/NO SHEET 5 AV NUMBER of 6 NC. 2011 AIRPORT ROAD LAKELAND, FL. 33811 FNB'ER NGC200108 PHONE: (863) 682-1620 CA-0001974 STONEBROOK I L OVERFLOW SKIMMER FRESH WATER TO WASTE EQUAILZER LINE MAIN DRAIN Static Water Level Main Drain & Equalizer Line Hose Bibb with Vacuum Breaker Air Gap For Man. & Auto Fill Float Valve Float Valve BOX Static Water — Level PLAN 1"=1' Hydraulic Valve 1" Ball Valve 125" on Filter Tank Adjustment Operating Wate Nut Level Eq alizer ine �To Pool Auto & Manual Fill Detail ns Hin ed Housing For �lectric Panel Spacing Requirements �' / Access 1� 2'-0" Locking Bracket Hinged Cover For Daily Operation 12 X 24 = ; rr=—_00 _—�y' Louvers C-, Grade Cor(cr tYeDTc Anchor JJ THERAPY PUMP THERAPY RETURN THERMO- METER LECTRICAL CHLORI- NATOR "ARTRIDGE FILTER FLOW METER TO HEATER TANK DRAIN LINE SIZES MAIN DRAIN 6" SKIMMER 2" RETURN LINE 1 THERAPY RETURN SUCTION LINE 2" VACUUM LINE 2„ WASTE LINE 1 1/2" FRESH WATER 1 TANK DRAIN TO HEATER 1 FROM THE HEATER 1 1/2 THERAPY THERAPY SUCTIO N 1 1/2 PUMP THERAPY RETURN SPH-1500 EQUIPMENT LIST 1. 150 SQ.FT. OF FILTER AREA-(1) STA-RITE PLM-150 2. 50 GPM, 1500 GALLONS PER 1/2 HOUR @ 60 TDH 3. 1 H.P. STA-RITE P2RA5EL RECIRC. PUMP WITH HAIR & LINT STRAINER 4. 11.5" FLOW METER F-30150P, 20-100 GPM RANGE 5. INFLUENT & EFFLUENT 2.5" FACE GAUGE 0-60" PSI 6. Rainbow HC-3315, 1.22#/hr 7. POLARIS, ORP CONTROLLER 8.__HP ___ MODEL# ---------- GPM @ 60TDH THERAPY PUMP -SELECTED BY DESIGN ENGINEER(1 MAX.) 9. 60 GALLON CAPACITY COLLECTOR TANK 10. COMNPAC FILTRATION AUTOMATIC LEVEL CONTROL 11. 2" FACE THERMOMETER 32 TO 248 F FILTER NOTES 1. VALVES FOR PROPORTIONING FLOW ARE DESIGNED FOR SUCH THE MAIN DRAIN, SKIMMER, TO & FROM HEATER AND RETURN 2. ALL ELECTRICAL EQUIPMENT SHALL CONFORM WITH THE N.E.C. AND SHALL BE IN COMPLIANCE WITH THE UL 1081 STD. 3. FILTER ROOM SHALL NOT BE USED FOR STORAGE OF CHEMICALS OR OTHER ITEMS THAT COULD IMPAIR OPERATION OR INSPECTION OF SYSTEM 4. ALL COMPONENTS ARE DESIGNED FOR CONTINOUS USE 5. FILTER TANK HAS COVED INTERSECTION BETWEEN WALL AND FLOOR, TANK FLOOR SLOPES TO DRAIN 6. ALL CHEMICAL FEEDERS ARE INTERLOCKED WITH RECIRCULATION PUMP 7. ALL VALVES, PIPES, CHEMICAL FEEDERS & CROCKS ARE PERMANENTLY MARKED 8. ALL PIPING IS NSF-PW AND IS SO MARKED 9. ALL PUMPS ARE SELF -PRIMING 10. DRAIN IS LOCATED UNDER EACH PUMP 11. FLOWMETER IS LOCATED AS PER MANUFACTURERS INSTUCTIONS AND IS CAPABLE OF READING 1.5 TIMES THE DESIGNED FLOW RATE 12. NO DISSIMILAR METALS USED. 13. 30 FT.CANDLE MIN. LIGHTING PROVIDED 14. FRESH WATER UPP Y SHALL BE FROM AN APPROVED POTABLE WATER SYSTEM OR SHALL MEET THE POTABLE WATER SYSTEM REQUIREMENTS AND PROVIDE LABORATORY DOCUMENTATION TO THE CO. PUBLIC HEALTH UNIT 100 90 80 70 60 0 50 40 30 20 10 \ 10 20 30 40 50 60 70 00 90 100 110 120 130 140 150 160 170 180 190 GPM ELEVATION C.C. Block FILTRATION PUMP 1/2„ I' Typ. All Corners 1HP STA—RITE #P2RA5EL THERAPY PUMP OPTIONS COM-PAC F ETRATION, NC. 2HP STA-RITE �P4EA15GL 3HP STA-RITE f4E6HL o. box 40071 2.5 HP STA-RTE P4EAA6GL 5 HP PACNFA#CFII-NI-5FE p . 1.5HP STA-RITE#P2 A5FL Jacksonville, FL M03-0071 11 (904)356-4003 rf Ox (904)354-1624 SPH-1500 PRESSURE CARTRIDGE Waste Detail Suctions Main Drain Overflow — Equalizer Lin( Fresh Water Static Watf Level Fresh Watf Overflow Equalizer I Main Drair Air Gap Grade Gravity To Wane 60 Gallon Capacity Collector Tank 3/4"=1' MEMO irO iIrrMr ira suoisiAa� -MAIN DRAIN PUMP TO WASTE ° U ' o� zLn 0 C) z oau O~ C� Wo C0 Q a- (nU "#'"a C10 C) 0 ®00 tY) co -;F- c15 o O aU_ C Co 0 0o W O O O O Z M O U Q o I W N m0 0 0-1 � a- 11- 'mQQ Z 3::0 OLL oQ IU)Tco REGISTERED ENGINEER P� 4 W.R. COVER co I/Z-p NG/NEED/NG SHEET 6 of 6 NUMBER NC. 2011 AIRPORT ROAD — LAKELAND, FL. 33811 FNRUAMWBIENRG C200108 PHONE: (863) 682-1620 STONEBROOK CA-0001974 U 0 u n 0 0 W H � c-1 0 0 cu 0 � C Q W Q Fa lf) 3 3 ry Q x W ry W -17 z - 0 Q ry W a U W U Q n 2 3 4 5 6 I IYJ NOTES WALL LEGEND ONE LAYER CiF 5/8' TYPE 'X' ON EACH SIDE I HOUR OF TENANT SEPARTION WALL W/ 3 W' MK RATED TENANT SEPARATION BATT INSUL. IN ONE STUD SPACE (I HR DBL WALL) L. Od-341 ®®®� ®® ® ® ® r ONE LAYER OF 5/8' TYPE 'X' ON INTERIOR SIDE OF WALL I HOUR PEXTERIROTECTOR EDTHE CALCULATED ASSEMBLY BASED ON EXTERIOR WALLS TABLE 105h25 FROM MCCI • • ® ' ' ONE LAYER OF I/2' C%.WB. ON ONE SIDE OF WALL. ATTIC DRAFTSTOP PARTITION 1 — ONE LAYER OF 5/8' TYPE 'X' I HOUR GYF6UM SHEATHING ON THE EXTERIOR PROTECTED SIDE OF WALLS AND BEAMS STAIR STRICTURE BASED ON TABLE IOU213 FROM 65CCI PROVIDE 2 LAYER 5/8' TYPE 'X' GYPSUM WALLBOARD. UL. + U338 TTI PARTITION SEPARATIONATTIC ONE LAYER OF IR' REGULAR ON 50TH NON -RATED WALLS SIDES OF INTERIOR WALLS FLOOR/CEILING GW5 SCHEDULE I HOUR ONE LAYER OF TYPE 'C' RATED CEILING/FLOOR OVER METAL FURRING CHANNELS ASSEMBLY UL DESIGN NO. L528 C O V a T C Q N G �3 0 GENERAL NOTES: L 01. INT. AND EXT. LOAD BEARING PARTITIONS AT GROUND FLOOR UNITS 0 TO BE 3 x 4 STUDS AT 16' O.C. IN 3 STORY PORTIONS OF BUILDING PER CODE. 02. REFER TO CIVIL DRAWIN35 FOR SIDEWALK LOCATIONS. o 03. PAINT ALL ROOF VENTS 4 STACKS PENETRATIONS TO MATCH ROOF TILE COLOR L O T j� MAJOR 15UILDfNG SECTION ° DETAIL N0. F2 PARTIAL SECTION o v" L SHEET WHERE DETAILED Y U O T O d O d O L N 0 N C }� G L C O (n C N E U O N y O L H U Z V w 0 _ U Q O 5 12/22/2000 ISSUE FOR PERMITfy- ocr«m�oll.a� w Q4 12/21/2000 BID SET m 3 OBA2199 PRELIMINARY BID 2 01/14/99 51D SET REVIEUJ Q 1 06/18/99 OWRER REVIEW Rev. No Dote Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 1(c) (0g 5TONE5NL)L)N II at 5ANFOR"[0.)41 APARTMENT5 Pete 06/18/99 li CITY OF 5ANFORD, FLORIDA ow 3659-40 5UILDING PLAN 20 UNIT5 A2.10 TYPEIII 2nd FLOCRI FILE: 3659A210 PI.oT ecA x: 12' =1' -0' LAST PLor: NOTES n 0 0 T) LD E F— .- 0 0 CLJ ry Q w f— Q Q l-D 3 Q 3 Q ry R x w ry Ld II z _ H z 0 Q Iy W 0 n Is IJ c FPj F G H I Fd 5UILDING MIRRORED AND ci S1'MMr=TRIC:AL A403 A50UT AXIS 4 5 6 1 a 9 Hl-UI - I. 1J VW1V.7rv� i .7 GUTTERS F— WALL LEGEND ONE LAYER OF 5/6' TYPE 'X' ON EACH SIDE OF TENANT SEPARTION WALL W/ 31/2' MIN. GATT INSUL. IN ONE STUD SPACE UL. OU-341 I HOUR RATED TENANT SEPARATION (I HR. DBL WALL) m m m m m m ®®' . ONE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR SIDE OF WALL CALCULATED ASSEMBLY 13ASED ON TABLE 10%b25 FROM 65CCI I HOUR PROTECTEDEXTERII EXTERIOR WALLS • ' ® ' ' ONE LAYER OF W' C%W.5. ON ONE SIDE OF WALL. ATTIC DRAFTSTOP PARTITION ONE LAYER OF 5/8' TYPE 'X GYF'SV SHEATHING ON THE EXTERIOR SIDE OF WALLS AND BEAMS BASED ON TABLE 1OU25 FROM 65CC1 I HOUR PROTECTED STAIR STRUCTURE PROVIDE 2 LAYER 5/8' TYPE 'X' GY PS69`f WALLBOARD. UL. U338 ATTIC SEPARATION PARTITION ONE LAYER OF W' REGULAR ON BOTH SIDES OF INTERIOR WALLS NON -RATED WALLS FLOOR/CEILING Gus SCHEDULE I HOUR RATED CEILIWwLOOK ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL FURRING CHANNELS UL DESIGN NO. L528 3 T L 0 a N U U Y 0 0 3 n s s 3 E U O D L O C O O O E O O n c O V C = O n O c vi rn c 3 0 GENERAL NOTES: t 01. INT. AND EXT. LOAD 5EARING PARTITIONS AT GROUND FLOOR UNITS TO BE 3 x 4 5TUD5 AT IV O.C. IN 3 STORY PORTIONS OF BUILDING PER CODE. 02. REFER TO CIVIL DRAWINGS FOR SIDEWALK LOCATIONS. o 03, PAINT ALL ROOF VENTS 4 STACKS PENETRATIONS TO MATCH ROOF TILE COLOR a L O ® MAJOR 5UILDING SECTION - DETAIL NO. PARTIAL SECTION 0 .02 G L SHEET WHERE DETAILED Y 6 a a 0 ii L 0 0 L 0 N C U E U O V N y N L H U Z Vi W U T O Q5 12/22/2000 ISSUE FOR PERMIT F Q 4 12/21/2000 BID SET m 3 08/12/199 PRELIMINARY E31D Q 2 01/14/99 510 SET REVIEW Q 1 06/15M OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, tinter Park, FI. 32789 (407) 629-0595 5T0NE5NL)L)N II at SANFORD r` APARTMENT5 0(0/15/99 GITY OF 5ANFORD, FLORIDA-40 BUILDING PLAN 36i9 20 LINKS A2.11 TYPE III 3rd FLOOR, I FILE: 36 5U211 PLOT wAz. 12' :1' - 0' LAST FIAT: RIDGE VENT CALCULATION5 NOTES RIDGE VENT CALCULATION5 RIDGE VENT CALCULATION5 RIDGE VENT CALCULATION5 UNIT - 5 UNIT - C UNIT - C 0 TOTAL 50. FT. AREA 'A' - 1201 SQ. FT. 55CCI SEC. 2309.9.1.1 - x. 0033 (1/300) REQ. VENTILATED AREA SOFFIT LENGTH - 61.6661 LN. FT. SOFFIT WIDTH - x . 833 LN. FT. TOTAL SOFFIT AREA - 563(0 50. FT. % OPENING - x 40 NET VENT. SOFFIT AREA - 61.661 x . 833' x .4 5 OFF RIDGE VENT - 4' x 4" (. 33') - 1.32 SQ. FT. (ASSUME 2 VENTS) - x 2 50% - SOFFITS - 50% - RIDGE VENTS - TOTAL VENTILATED AREA - CALCULATION5 FORA Scaly: 1/8' = 1'-0' V REQUIRED AREA PROVIDED AREA VENTILATION VENTILATION 3.98 SQ. FT, RIDGE VENT CALCULATION5 AREA-C 22.544 SQ. FT. 1.99 SQ. FT. 22.544 SQ. FT. 1.99 50. FT. 2. 64 SQ. FT. 3.95 SQ. FT. = 24.184 SQ. PT. TOTAL 50. FT. AREA 'A' - 1, 00 50. FT. 55C5 SEC. 2309.9.1.1 - x . 0033 (1/300) REQ. VENTILATED AREA SOFFIT LENGTH - 93,333 LN. FT. SOFFIT WIDTH - x . 833 LN. FT. TOTAL SOFFIT AREA - 11.146 SQ. FT. is OPENING - x 40 % NET VENT. SOFFIT AREA - 95.083 x . 833' x .4 OFF RIDGE VENT - 4' x 4" (. 33') - 1. 32 50. FT. (ASSUME 2 VENTS) - x 2 50% - SOFFITS - 50% - RIDGE VENTS - TOTAL VENTILATED AREA - ONT 5 UNIT-C RIDGE \/P REQUIRED AREA PROVIDED AREA VENTILATION VENTILATION TOTAL 50. PT. AREA 'C' - 450 SQ. FT. 55CCI SEC. 2309.9.1.1 - x . 0033 (1/300) REQ. VENTILATED AREA 1.465 SQ. FT. D SOFFIT LENGTH - 29 LN. FT. SOFFIT WIDTH - x . 833 LN. FT. TOTAL SOFFIT AREA - 24.151 5Q. FT. % OPENING - x 40 % NET VENT. SOFFIT AREA - 29 x . 833' x .4 9.66 SQ. FT. OFF RIDGE VENT - 4' x 4" (. 33') - 1.32 SQ. FT. (ASSUME 1 VENTS) - x 1 1.32 50. FT. 50% - SOFFITS .1425 50. FT. 9.66 50. FT. 50% - RIDGE VENTS .1425 50. FT. 1. 32 50. FT. TOTAL VENTILATED AREA - 1.485 50. FT. 10.98 50, FT. VENTILATION VENTILATION TOTAL 50. FT. AREA 'D' - 450 SQ. FT. 55CCI SEC. 23093-1.1 - x. 0033 (1/300) REQ. VENTILATED AREA 1.465 50. FT. SOFFIT LENGTH - 29 A FT. SOFFIT WIDTH - x. 833 A FT. TOTAL SOFFIT AREA - 24,151 60. FT. G % OPENING - x 40 % NET VENT. SOFFIT AREA - 29 x . 833' x .4 9.66 50. FT. OFF RIDGE VENT - 4' x 4" (. 33') - 1. 32 50. FT. (ASSUME I VENT5) - x 1 1.32 SQ. FT. 50% - SOFFITS - .1425 SQ. FT. = 9b6 50. FT. 50% - RIDGE VENTS - .1425 SQ. FT. 1. 32 50. FT. TOTAL VENTILATED AREA - 1.485 50. FT. < 10.98 50. FT. H REQUIRED AREA PROVIDED AREA VENTILATION VENTILATION 4224 SQ. FT. 31-09 SQ. FT, 2.112 SQ. FT. 31.09 SQ. FT. 2.112 SQ. FT. 2.64 SQ. FT. 4224 SQ. FT. = 33.13 SQ. FT. TOTAL SQ. FT. AREA '5' - 84 SQ. FT. 55CCI SEC. 2309.9.1.1 - x . 0033 (1/300) REQ. VENTILATED AREA SOFFIT LENGTH - 16.6661 LN. FT. SOFFIT WIDTH - x . 833 LN. FT. TOTAL SOFFIT AREA - 13.85 5Q. FT. io OPENING - x 40 io NET VENT. SOFFIT AREA - 16.661 x . 833' x .4 OFF RIDGE VENT - 4' x 4" (. 33') - 1.32 SQ. FT. (ASSUME 1 VENT5) - x 1 50% - 5OFFIT5 - 50% - RIDGE VENTS - TOTAL VENTILATED AREA - a c FOR UNIT-C REQUIRED AREA PROVIDED AREA VENTILATION VENTILATION .2112 50. FT. 5.552 50. FT 1. 32 SQ. FT. .1386 50. FT. 5.552 SQ. FT. .1386 50. FT. 1. 32 50. FT. 2112 SQ. FT. = 6.812 SQ. FT. GABLE TOTAL 5Q. FT. AREA 'S' - 110 50. FT. 65CC1 SEC. 2309.9.1.1 - x. 0033 (1/300) REQ. VENTILATED AREA SOFFIT LENGTH - 24. 333 A FT. SOFFIT WIDTH - x . 833 LN, FT. TOTAL 50FFIT AREA - 20.269 50. FT. % OPENING - x 40 % NET VENT. SOFFIT AREA - 24.333 x . 833' x .4 OFF RIDGE VENT - 4' x 4" (. 33') - 1.32 50. PT. (ASSUME 1 VENTS) - x 1 50% - 5OFFIT5 - 50% - RIDGE VENTS - TOTAL VENTILATED AREA - GABLE GABLE � ABLE N3 BUILDING TYPE III ROOF PLAN l formerl� 1 2 3 4 5 r, 1 R N ■ REQUIRED AREA PROVIDED AREA VENTILATION VENTILATION 363 SQ. FT. IE3 .1815 SQ. FT. ` 8. 108 SQ. FT .1815 50. FT. ` 1.32 SQ. FT 363 SQ. FT. 9. 428 50. FT WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF TENANT SEPAR ION WALL W/ 31/2' MIN. BATT INSUL. IN ONE STUD SPACE U.L. OU-341 HOUR RATED TENANT SEPARATION (I HR. DBL WALL) • ®®®®•• ®•• ®� ONE LAYER OF 5/8' TYPE 'X' ON INTERIOR SIDE OF WALL CALCULATED ASSEMBLY BASED ON TABLE IM25 FROM SBCCI I HOURTHE O TECTTE RI PROTECTOR EXTERIOR WALLS a ■ eases a ■ ONE LAYER OF V2' G1D.5.ON ONE SIDE OF WALL. ATTIC DRAFiSTOP PARTITION ONE LAYER OF 5/8' TYPE 'X' GYPSUM SHEATHING ON THE EXTERIOR SIDE OF WALLS AND BEAMS BASED ON TABLE 109b25 FROM 55CCI .® a I . a® i HOUR PROTECTED STAIR STRUCTURE PROVIDE 2 LAYER 5/8' TYPE 'X' GYPSU1 WALLBOARD. U.L. + U338 ATTIC SEPARATION PARTITION ONE LAYER OF V2' REGULAR ON BOTH SIDES OF INTERIOR WALLS NON -RATED WALLS FLOWC ILINCH GW5 SCHEDULE 1 HOUR RATED CEILING/FLOOR ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL FURRING CHANNELS UL DESIGN NO. L528 VN C O CO U d N C Q n 0 GENERAL NOTES: N L 01. INT. AND EXT. LOAD BEARING PARTITIONS AT GROUND FLOOR UNITS 0 TO BE 3 x 4 STUDS AT IV O.C. IN 3 STORY PORTIONS OF BUILDING v PER CODE. 02. REFER TO CIVIL DRAWINGS FOR SIDEWALK LOCATIONS. a 03. PAINT ALL ROOF VENTS 4 STACKS PENETRATIONS TO MATCH ROOF Q TILE COLOR a L D O MAJOR BUILDING SECTION 0 N UI DETAIL N0. PARTIAL SECTION o F2 V .02 SHEET WHERE DETAILED Y m a O a v 0 N C 0 .v 0 E U O v N N L F- U Z 0 u x U Q U Q 5 12/22/2000 ISSUE FOR PERMIT nc'iioo�i "o°•`u W IIb F 4 12/21/2000 BID SET J A4.03 0 3 08/12/99 PRELIMINARY BID Q2 01/14/99 510 SET FREVIEW 0 I 06/18/99 OWNER REVIEW Rev. No Date Issue History OUTS 10 0 AN FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 ■© 5T0NE5R0(*"X 11 at 5ANF0=rSjn./APARTMENT5 fL .. CITY OF SANFORD, FLORIDA 5ULDING TYPE III A2,12 ROOD PLAN FILE: 3659A212 FLoT s,&E: 12' =1'-0' LmT aoT: 01/12/99 19 C i n 0 0 n w H 0 0 CU Lam! H R 3 Q LD 3 Q x w w 0 z z 0 ry w x U W U _ —� -. ✓ I V J IK/ NOTES H WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF TENANT SEPARTION WALL W/ 3 tO' MIK BATT INSUL. IN ONE STUD SPACE U1. OU-341 111 I HOUR RATED TENANT SEPARATION (I HR DBL WALL) • ® WE— ® ONE LAYER OF 5/6' TYPE 'X' ON THE INTERIOR SIDE OF WALL CALCULATED ASSEMBLY BASED ON TABLE 1OU25 FROM SBCCI IHOUR R EXTERIOR PROTECTED EXTERIOR WALLS • • 00 ONE LAYER OF UV G.WB. ON ONE SIDE OF WALL. ATTIC DRAFTSTOP PARTITION ONE LAYER OF 5/8' TYPE 'X' GYPSUM SHEATHING ON THE EXTERIOR SIDE OF WALLS AND BEAMS BASED CN TABLE IOU15 FROM SBCCI �. � , ® I ®r I HOUR PROTECTED STAIR STRUCTURE PROVIDE 2 LAYER 5/8' TYPE 'X' GYPSUM WALLBOARD. UL. 0 U338 ON SEPARATI TTIPARTITION NON -RATED WALLS ONE LAYER OF In' REGULAR ON BOTH SIDES OF INTERIOR WALLS FLOOR/CE IL INCH GW5 SCHEDULE I HOUR RATED CEILINGiFLOOR ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL FURRING CHANNELS UL DESIGN NO. L526 c 0 V O a T C Q (%I G 3 ° V GENERAL NOTES: s 01. INT. AND EXT. LOAD BEARING PARTITIONS AT GROUND FLOOR UNITS O TO BE 3 x 4 STUDS AT IV O.C. IN 3 STORY PORTIONS OF BUILDING PER CODE.o 02. RJR TO CIVIL DRAWINGS FOR SIDEWALK LOCATIONS. a 03. PAINT ALL ROOF VENTS 4 STACKS PENETRATIONS TO MATCH ROOF TILE COLOR N N L O T C MAJOR BUILDING SECTION ° ° _ n O DETAIL NO. PARTIAL SECTION kA4U M L SHEET WHERE DETAILED Y ° L 0 a ° a O L N O N N C O U r C O N C N E _ U O N N O L F- CJ Z N H W F / U 5 12/22/2000 ISSUE: FOR PERMIT ��"�'ao«i v'Ied) fy- 4 12/21/2000 51D SET Al 3 0SAM39 PRELIMINARY BID Q 2 01/14/99 BID SET VIEW LRev. 1 06/18/99 OWNER REVIEW No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 5TONE15NVVN 11 at 5ANFORED & ug APARTMENT5 .:_ 5UILIDING PLAN 24 UNIT5 A2.1311 TYPE Iv Ist FLOOR NOTES N 7106 NINI" A4.04 F n 0 0 Ln W E H .—a 0 0 cu 0 cu r E . L!J Q lD 3 Q 3 ry as x W ry W 0 W z H Z o N .4 ry W 0 U W U Q J - W IV 2nd FLOOR l formerlu VI 0 1 :, 0 WALL LE NU ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE I }}OUR OF TENANT SEPARTION WALL W/ 3 I/2' MIN. RATED TENANT SEPARATION (I HR D5L WALL) GATT INSUL. IN ONE STUD SPACE UL. +U-341 CNE LAYER OF 5/8' TYPE 'X' ON THE NTERIOR SIDE OF WALL CALCULATED ASSEMBLY 54SED ON TABLE 1OU15 FROM 6=1 IAR EXTERIOR PROTECTED E)MRIOR WALLS • • ' ° ONE LAYER OF 1/2' G.W.S. ON ONE SIDE OF WALL. ATTIC DRAFfSTOP PARTITION ONE LAYER OF 5/8' TYPE 'X' GYPSUM SHF-AT14NG ON THE EXTERIOR SIDE OF WALLS AND SEAMS 5A6ED ON TABLE IOU25 FROM 65CCI ®I ® I ® i mom I HOUR STAIR STRUCTURE PROVIDE 2 LAYER 5/8' TYPE 'X' WALLBOARD. UL.' U338 Ic SEPARATION PARTITION ONE LAYER OF 1/2' REGULAR ON BOTH NON -RATED WALLS SIDES OF INTERIOR WALLS 1 POW 1 v VETCH ,VR GW 5C EOULE I HOUR ONE LAYER OF TYPE 'C' RATED CEILINGA=LOOR OVER METAL FURRING CHANNELS ASSEMBLY UL DESIGN NO. 028 3 v 2 n tLJ Y U C 0 3 n L 3 E U 0 N O U U 0 E `o n 0 N c C O U Q O C Q C 3 0 CORAL NOTES: 01. INT. AND EXT. LOAD 5EARING PARTITIONS AT GROUND FLOOR UNITS 0 TO BE 3 x 4 STUDS AT IV O.C. IN 3 STORY PORTIONS OF %ILDING PER CODE. 02. REFER TO CIVIL DRAWINGS FOR SIDEWALK LOCATION& o a 03. PAINT ALL ROOF VENT5 4 5TACK5 PENETRATION5 TO MATCH ROOF TILE COLOR a L O T p MAJOR 51JILDINIS SECTION DETAIL NO. PARTIAL SECTION o FZ �2 s SHEET WHERE DETAILED Y L O T N 2 O O_ O L O O N C U C O O C v C U E U D V O L F v z Q U O Y 5 12/22/20M ISSUE FOR PPRd"tIT �lo�ool�lied) w 4 12/21/2000 BID 5ET Al 3 08/12/99 PRELIMINARY BID 0 2 01114/99 $ID 5ET REVIEW A I 0roA8/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 5TONE5NIL^ V_i//.�.rL� at 5ANFO'rnwr*' APARTMENT5 CITY OF 1 ORD FLORIDA i BUILDING PLAN 24 UNIT5 A2.14 TYPE IV 2nd FLOOR NOTES E n 0 . o g H r1 0 0 cu 0 ry Q Q Q R L7 3 Q u 3 q ca as x w ry w 0 z z 0 ry W in O u W U Q J n 0 IN F G 3 'i H I ; eUl � ING formerlu VIf 1 2 3 5 (0 7 S 9 WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF TENANT SEPARTION WALL W/ 31/2' MIA. BATT MSUL. IN ONE STUD SPACE Ul. OU-341 I HOUR RATED TENANT SEPARATION (I HR DBL WALL) • ®®®®®®®®r ONE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR SIDE OF WALL CALCULATED ASSEMBLY BASED ON TABLE 1OU25 FROM SBCCI HOUR PRO CTE EXTERIOR EXTERIOR WALLS ONE LAYER OF 1/2' C%WB. ON ONE SIDE OF WALL. ® ' ®• • ATTIC DRAFTSTOP PARTITION ONE LAYER OF 5/8' TYPE 'XI GYPSUM SHEATHING ON THE EXTERIOR SIDE OF WALLS AND BEAMS BASED ON TABLE 109b25 FROM SBCCI ®� I ® I ®a I HOUR PROTECTED STAIR STRUCTURE PROVIDE 2 LAYER 5/8' TYPE 'X' GYPSUM WALLBOARD. U1. + U338 ATTIC SEPARATION PARTITION ONE LAYER OF IR' REGULAR ON BOTH SIDES OF INTERIOR WALLS NON -RATED WALLS FLOOR/CE IL ING GUB SCHEDULE I HOUR RATED CEILING/FLOOR ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL FURRING: CHANNELS UL DESIGN NO. 1.528 0 T N O a C V Y 0 0 a L E U L O C O O O E 0 C O 0 C 0 Q T C Q U. C 3 0 GIENERAL Ni N t 01. INT. AND EXT. LOAD BEARING PARTITIONS AT GROUND FLOOR UNITS O TO BE 3 x 4 STUDS AT Ill IN 3 STORY PORTIONS OF BUILDING PER CODE. 02. REFER TO CIVIL DRAWINGS FOR SIDEWALK LOCATIONS. o 03. PAINT ALL ROOF VENTS 4 STACKS PENETRATIONS TO MATCH ROOF TILE COLOR a 04. CONTINIOUS ALUMINIUM GUTTER AND DOWNSPOUT WITH 51 BLOCK r 0 T p MAJOR BUILDING; SECTION ° N !A N DETAIL NO, PARTIAL SECTION o U G L SHEET WHERE DETAILED Y m 0 T N a O vi s rn c O G O t Q C V to C V E U O D Gl N O L F- U Z u W U 0 O Q5 12/22/2000 ISSUE FOR PER111T �no�oiled) 21 u 4 12/21/2000 m F BID SET A 3 08/12/99 PRELIMNARY BID A. 2 01/14/1 BID SET REVIEW QI 06/18/99 OWNER FivVIEW Rev. No Date Iss"Hristory F'UGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 5TONEf3nnnv APARTMENT5 at 5ANFonr, rw .._ CITY OF •'D FLORIDA 5UILDING PLAN 24 UNIT5 TYPE IV 3rd FLOOR 6-1 FILE_ 365U215 PLAT WAZ 12' =1' -0° LMT fi NOTES A C D F G H RIDGE VENT CALCULATION5 UNIT - 5 (EXTERIOR CONDITION) REQUIRED AREA PROVIDED AREA VENTILATION VENTILATION RIDGE VENT CALCULATION5 UNIT - 5 (INTERIOR CONDITION) REQUIRED AREA PROVIDED AREA VENTILATION VENTILATION RIDGE VENT CALCULATION5 A A-C TOTAL SQ. FT. AREA 'A' - 1,204 SQ. FT. TOTAL 50. FT. AREA 'A' - 1�04 SQ. FT. VENTILATION VENTILATION 55CCI SEC. 2309.9.1.1 - X. 0033 (1/300) 55CCI SEC. 2309.9.1.1 - X. 0033 (1/300) TOTAL SQ. FT. AREA 'C' - 450 5Q. FT. REQ. VENTILATED AREA 3.913 50. FT. REQ. VENTILATED AREA 3.913 5Q. FT. 55CCI SEC. 2309.9.1.1 - x. 0033 (1/300) REQ. VENTILATED AREA 1.485 SQ. FT. 50FIT LENGTH - 69.15 LN. FT. SOFFIT LENGTH - 50.5 LN. FT. 50FIT WIDTH - x . 833 A FT. SOFFIT WIDTH - x . 833 LN. FT. 50FIT LENGTH - 29 LN. FT, TOTAL SOFFIT AREA - 58.1E SQ. FT. TOTAL SOFFIT AREA - 42.06 SQ. FT. SOFFIT WIDTH - x . 833 LN. FT. % OPENING - x 40 io % OPENING - x 40 % TOTAL 5OFFIT AREA - 24.151 5Q. FT. NET VENT. SOFFIT AREA - 42.661 x. 833' x .4 ''= NET VENT. SOFFIT AREA - 53.161 x. 833' x .4 io OPENING - x 40 io 23.24 50. FT. 16.82(o SQ. FT. NET VENT. SOFFIT AREA - 29 x . 833' x .4 9b(b SQ. FT. OFF RIDGE VENT - OFF RIDGE VENT - 4' x 4" (. 33') - 1.32 SQ. FT. i'll4' x 4" (. 33') - 1.32 5Q. FT. OFF RIDGE VENT - (ASSUME 2 VENTS) - x 2 (ASSUME 2 VENTS) - x 2 4' x 4" (. 33') - 1. 32 50. FT. 2b4 50. FT. '' 2. 64 5Q. FT. (ASSUME 1 VENTS) - x 1.32 SQ. FT. 50% - SOFFITS - 1.986 5Q. FT. 23.24 SQ. FT. >= 50% - SOFFITS - 1.986 SQ. FT. 16.826 SQ. FT. 50% - RIDGE VENTS - 1.986 5Q. FT. = 21o4 50. FT. 50% - RIDGE VENTS - 1.986 SQ. FT. `- 2. 64 SQ. FT. 50% - SOFFITS - 1425 5Q. FT. `- 9b6 SQ. FT. TOTAL VENTILATED AREA - 3.913 SQ. FT, 25 88 SQ. FT. TOTAL VENTILATED AREA - 3.913 SQ. FT. 19,46b SQ. FT. _ 50°ro -RIDGE VENTS - 1425 SQ. FT. 1.32 SQ. FT. TOTAL VENTILATED AREA - 1.485 SQ. FT. 10.98 SQ. FT. ii'5 19NA21 Scale: 1/8' = 1'-0' II' H6 A404 BUILDING TYPE IV ROOF PLAN l Formerly VIIH2 ! , ) � J WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF TENANT SEPARTION WALL W/ 3 V2' MN. BATT NSUL. IN ONE STUD SPACE Ul- U-341 I HOUR RATED TENANT SEPARATION (I HR D51- WALL) ®®®® ® ®®_ ® r CNE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR SIDE OF WALL CALCULATED ASSEMBLY BASED ON TABLE 1OU25 FROM 65CCI EXTERIOR EXTERIOR MTECTED EXTERIOR WALLS ■ " " ■OMMMMONE LAYER OF 1/2' G.Wb. ON ONE SIDE OF WALL. ATTIC DRAFTSTOP PARTITION ONE LAYER OF 5/8' TYPE 'X' Ol'f'Sl" SHEATHMG ON THE EXTERIOR SIDE OF WALLS AND 5EAMS BASED ON TABLE 1OU25 FROM SBCCI ®® I ® I -r I HOUR STAIR STRUCTURE PROVIDE 2 LAYER 50 TYPE 'X' L GYPSUM WALLBOARD. U+U338 ® ATTIPARTITION SEPARATION ONE LAYER OF 0' REGULAR ON BOTH SIDES OF NTERIOR WALLS NON -RATED WALLS FLOMCEILING SCHEDULE I HOUR RATED CEILNG/FLOOR ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL FURRING CHANNELS UL DESIGN NO. L526 i C O CO U Q U T C 4 3 GMRAL NOTES: N t 01. INT. AND EXT. LOAD BEARING PARTITIONS AT GROUND FLOOR UNITS 0 TO BE 3 x 4 STUDS AT IV O.C. IN 3 STORY PORTIONS OF BUILDING PER CODE. 02. REFER TO CIVIL DRAWINGS FOR SIDEWALK LOCATIONS. o 03. PAINT ALL ROOF VENTS 1 STACKS PENETRATIONS TO MATCH ROOF a TILE COLOR a 04. CONTINIOUS ALUMINIUM GUTTER AND DOWNSPOUT WITH SPASH BLOCK a j� T MAJOR BUILDING SECTION DETAIL NO. PARTIAL SECTION o U C L SIFT WHERE DETAILED Y _ 0 T O 4 O D. O U O y C U E O C C v N G U E _ U O N y N H U Z vi S U I U O Q5 12/22/2000 ISSUE FOR PERMIT =®o�"voildl CD F Q 4 12/21/2000 51D SET n 3 08/12/913 PFRELIMINARY BID 2 01/14/3e BID SET REVIEW 0 1 O(PA8/e9 OWNER REVIEW Rev. No Date Issue History 41 FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 5TONEBR00K 11 at 5ANF0'rw�"0*' APARTMENT5 i. CITY OF SANFORD, FLORIDA 15UILDING TYPE, IV 24 UNIT5 ROOF PLAN 1 2 3 4 5 6 i 5 10 - I — v ■. NOTES C i G 14 F G H 5' - l0 ll i 5' - oil 821_4Fl 1-011 11'—V" 41 7 S° -----� SJII --- 5'-011 4I-811 5'-10" I 5'-ro° �'9'-0° 11rt1° 31 411 1-4 I` 0 LLJI UE1 OEI t' N N N 1— II II II 5'-1 11 N tYl -'UN I.T 1 1 I I � I � 1 I I I I I ---- N I UP 5'-01 I 3'-i° 11'-9° UNIT 09 ::II�IIIIII`Iltltl Idmirm= WN cv t I(0I-oil 1(0'-0 m 3'-"-4II-- _---�------- -f --------------- N------------5---- %\ 0110 110 it 1 '-0° 0) I 1 \\l �L/'-IDI' � � V _ ... _. ..............._...-.._..._..._.._..................................,,.,,,.. _. NOTE: ROUTE ALL HVAC DUCTS FOR ALL TOP FLOORS UNITS THE SAME AS 15T AND 2ND FLOOR 11' - UNITS. TYPICAL WALL LEGEND ONE LAYER OF 5/8' TYPE % CN EACH SIDE OF TENANT SEPARVON WALL V 31/2' MIN. 5ATT INSUL IN ONE STUD SPACE UL OU-341 I HOUR RATED TENANT SEPARATION (l HR. D5L WALL) n M = MM = = 0 ONE LAYER OF 5/8' TYPE 'X' ON INTERIOR SIDE OF WALL CALCULATED ASSEMBLY BASED ON TABLE 109b25 FROM 55CCI PROTECTEDTHE EXTERIOR WALLS • • ' ' ONE LAYER OF 1/2' G.W.B. ON ONE SIDE OF WALL ATTIC DRAFtSTOP PARTITION ONE LAYER OF 5/8' TYPE 'XI GYP" SHEATHING ON THE EXTERIOR SIDE OF WALLS AND BEAMS BASED ON TABLE 1Mb25 FROM 65CCI ® I ® I ® i ®f I HOUR PROTECTED STAIR STRUCTURE PROVIDE 2 LAYER 5/8' TYPE 'X' GYPSUM WALLBOARD. UL. I U338 "® SEPARATIONIPARTITION NON -RATED WALLS ONE LAYER OF 1/2' REGULAR ON BOTH SIDES OF INTERIOR WALLS FLOOR/CE IL INCH GW5 SCHEDULE 1 HOUR RATED CEILING/FLOOR ASSEMBLY ONE LAYER OF TYPE V OVER METAL FURRING CHANNELS UL DESIGN N0. L528 3 7 O N a m GENERAL NOTES: 01. INT. AND EXT. LOAD 5EARING PARTITIONS AT GROUND FLOOR UNITS N WATER HEATER -------- --- --.- ----- o - 1 I o I .UJ. � SOFFIT �DRYERE � SO1 IT --'+----------- 1-_T RYE �D i D i I ASH I' FRIDGE I 1 1 ° REP. T I J�-. I 4 HVAC 1 ° o 0 1---------a �A1�1 - 4 WIRE SHELVES ;-------------------------------- ----- _ _ °DINE AND i VENTILATED i �.I .Ly °-I-1 �/ \\ i I �\ 22' X 36' ATTIC ACCESS WARDR05E SHELVING I a IN / WATER HEEATER WA ER 3rd. FLR5. ONLY AND ROD. U T I L . / CAS. i+GI�'C�—I N�1 Oi0 0i ( I *I 4 HVAC ® LI EN PROVIDE 5LOCKING 3'-0' CASED OPENING , % Oj10 o10 1� I TCt-t FOi? CxRAS 5AR Q 22 X 36 ATTIC ACCESS 3rd. FLOORS. ONLY PAIR ; ; �\ �� �\ i/ , , MED. u DROP CEILING 0!: COORDINATE 5E:TWEEN _ _ _- CA5. ROOF TRUSSES 1 PROVIDE BLOCKING 1 , c1 NN A3� FOR GRAB 5AR I ' • • P 1►1TR PINT Y A305 Q \ ; 1, -- -- �fT#1 0 0 � 02 ---- ° _INE& CA5INETELECTRIC--------------- � /� ACb L N� C AT CLOSET PANEL COA LOS CI �ISTEF a) ED 02 AT�4 02 ENT 02 UN I T 5. F6 A3,06 % / D LD UN IT A. `\ EGRESS CLOSET 2. 02 ____ L IVINCB NOTE LIVING I-HR RATED / PROTECTED I SEE SHEET A6.01 FOR 100"F6 ®® EXTERIOR WALLS. D TYPICAL 5LDG. STAIR PLANS 0 PAIR I I I I I I 1 HOUR RATED WALL I HOUR RATED WALL UP NOTE: USE 3' x 4' WOOD STUDS IN PLACE OF 2' x 4' WOOD STUDS FOR ALL SEARING WALLS ON THE FIRST FLOORS ONLY WHERE (3) THREE STORY CONDITIONS EXIST. r 02 08 08 EGRESS IL -----III E.D R0 011 1I II 03 EX I-}- . ' 1 II ---- 03 I1 xT � —II I II 1; THRE D — — — — ®R-TH SHOLD I I,U. I .0 Im LANAI I I LANAI I I I I s�1�1METR�C�I - �I �I EGRESS ' r ' I I I I I INS 11N���I I ass on1 4 WIRE SHELVES AND I VENTILATE WARDROBE SHELVING. - UNIT T**r=1C,4L ALL FLOORS ----- -- SQUARE FOOTAGE ------------ LANAI 91 SQ. FT. STORAGE 30 SQ. FT. HVAC 1,034 SQ. FT. TOTAL 1,155 SQ. FT. BUILDING ?YPE I UNIT LAYOUT 3 4 6 TSZELLIS BELOW 3 STORIES UNIT A T1'P(C,4L ALL FLOORS 5QUARE FOOTAGE LANAI 93 SQ. FT. STORAGE 28 SQ. FT. HVAC 811 SQ. FT. TOTAL 938 SQ. FT. 9 TO BE 3 x 4 STUDS AT IV O.C. IN 3 STORY PORTIONS OF BUILDING PER CODE. 02. REFER TO CIVIL DRAWINGS FOR SIDEWALK LOCATIONS. o 03. PAINT ALL ROOF VENTS d STACKS PENETRATIONS TO MATCH ROOF a TILE COLOR 04. CONTINIOUS ALUMINIUM GUTTER AND DOU.NSPOUT WITH SPA& BLOCK t 05.22' X 36' ATTIC ACCESS THIRD FLOORS ONLY. D 0 UNIT A FLOOR FLAN ti `o o U NO* OF UNITS IN 5UILDING 12 NO # OF 5EDROOM5 I Y l.I.! NO.# OF 5ATHROOM5 I UNIT 5 FLOOR FLAN a 01 a NO* OF UNITS IN 5UILDING 12 NO * OF 5EDROOM5 2 NO.# OF 5ATHROOMS 2 E O 0 a V Z 0 U u U G U O Q 5 12/22/2000 ISSUE FOR PERMIT � 0 4 1221/2000 BID SET W 3 08/12/99 PRELIMINARY BID 2 01/14/99 BID SET REVIEW 1 06/18/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS OTlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 I I at 5ANponm APARTMENTS Date 06/18/99 cl'UNIi PLANS UNIT A d S A3.01 TYPE NOTES n 0 0 w H 0 0 CU 0 cu ry g LJ f— Q Q U 3 L3 3 R PA X W w Li 17-1 Iy z z 0 Q w x . W U Q J n G 19 F G H 0 11 `' 41-411 331-011 L K/ -F /J� //JJjj QQ % j 1SG/I-on 111-GJ� 1�1- �{ 11 111-�11 51- �{ & (-Oil „I '- I-�{Il I• �jl-Q& �I-�II pl-/III �I-�{8 �I-/ II L �[-]/J111 L �I-/ II L 5I-1011 L 2I-Q11 L �I-QII L /0 1-0II �1-�/I� QI-011 �1.-4� �{I QA L T''f=f G,4L 50TH FLOOR5 SQUARE FOOTAGE LANAI 91 SQ. FT. STORAGE 30 SQ. FT. HVAC 1,034 SQ. FT_ TOTAL 1155 SQ. FT. 2 3 4 6 T'T-= [C;AL ALL FLOORS A503 SQUARE FOOTAGE LANAI 93 SQ. FT. STORAGE 28 SQ. FT. HVAC 511 SQ. FT. TOTAL 936 SQ. FT. NOT ROUTE ALL HVAC DUCTS FOR ALL TOP FLOORS UNITS THE SAME AS 15T AND 2ND FLOOR UNITS. TYPICAL S ig 3 a s 0 a U V Y T W m 0 C Q1 N O N D_ L J O S E U O N y 0 c O .o 0 E a O N N VJ G � o N �• O ------------ w GENERAL NOTES: 75 N 01. INT. AND EXT. LOAD BEARING PARTITIONS AT GROUND FLOOR UNITS TO BE 3 x 4 STUDS AT IV O.C. IN 3 STORY PORTIONS OF BUILDING PER CODE. 02. REFER TO 51TEWORK DRAWINGS FOR SIDEWALK LOCATIONS. o 03. PAINT ALL ROOF VENTS 4 STACKS PENETRATIONS TO MATCH ROOF 00 TILE COLOR N % a'10 N 04. CONTINIOUS ALUMINIUM GUTTER AND DOWNSPOUT WITH SPASH BLOCK s `o D0 a D U _j -- . . n,X Ul `t, I T A FLOCS, FL/-°tI `1 k:5.i::i}F j� v 0 1L1}- NO* OF UNITS IN BUILDING 12 NO* OF 5EDROOMS 1 Y jNO.* OF BATHROOMS 1 a UNIT E3 FLOOR FLAN o - Did 1 NO# OF UNITS IN 5UILDING S O'I I NO.# OF BEDROOMS 2 PA TRY j NO# OF BATHROOMS 2 0 ' V I � s I , � O s c ®e®®®® E )AT CLOSE: f3R z W Aou 05 H U. Z vi 1 HOUR RATED WALL U / LD T ct O NOTE : quety Y SEE SHEET A6 P�1 FOR ` 111�, 8 12/22/2000 ISSUE FOR PERMIT dJI2o170O1 Ld TYPICAL BLDG. STAIR PLANSuj �1 4 12/21/2000 51D SET Q 3 08AM313 PRELIMINARY BID 0 2 OIA4/99 BID SET REVIEW UP Al 1 I 06/18/99 OWNER REVIEW --T Rev. No Date Issue History � JI_ An � II- 9 ---- I d ' FUGLEBERG KOCH ARCHITECTS S � Orlando I2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 H /4V1 t 4 ot 10 WALL LEGEND ONE LAYER OF 5/8' TYPE 1X1 ON EACH SIDE OF TENANT SEPARTION WALL W/ 31/2' MIN. BATT INSUL. IN ONE STUD SPACE Ul.. OU-341 I HOUR RATED TENANT SEPARATION (1 HR. DBL WALL) ® •• ®®•■ ®®•• ®r ONE LAYER OF 5/8' TYPE 1X1 ON THE INTERIOR SIDE OF WALL CALCULATED ASSEMBLY BASED ON TABLE "IM215 FROM 65CCI I HOUR OMRIO D PROTECT EXTERIOR WALLS ■ ■ — ■ ■ ATTIC DRAFTSTOP PARTITION ONE LAYER OF V2' G.W.B. ON ONE SIDE OF WALL. ONE LAYER OF 5/8' TYPE 'X1 GYPS11 SHEATHING ON THE EXTERIOR SIDE OF WALLS AND BEAMS BASED ON TABLE IM25 FROM SBCCI ® I ® 1 .® 1 ■■■r I HOUR PROTECTED STAIR STRUCTURE PROVIDE 2 LAYER 5/8' TYPE 'X' GYPSUM WALLBOARD. UL U338 ®I 1 000 ATTIC SEPARATION PARTITION ONE LAYER OF 1/2' REGULAR ON BOTH SIDES OF INTERIOR WALLS NON -RATED WALLS FL00R/CE IL INCH GW5 SCHEDULE I HOUR RATED CEILINGA:L OOR ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL R RM CHANNELS UL DESIGN NO. L528 5TONEBMU'UN 11 at 5ANFORRE0*10" ,APARTMENTS Date O(OA /99 CITY OF SANFORD, FLORIDA 3659-40 UNIT PLAN5 UNIT5 A 4 5 A3.02 TYPE I I FILE: 3659A302 F'LoT w,4LE: 12' :1' -0' LtST FLOT: y V NOTES 0 0 u� w 0 clu 03 cv Q W Q q 3 Q 3 x III ry W o z H . z 0 I— C4 ry W x U W U Q J - n I u E M N Q/TI-QI 36'-4' 2' 2'-1' 3'-0' 4'-6' 4'-10' 5'-10' 5'-6" ------------------------ I I I I I 1 I I 1 UP I I I I I I I �2t-rv'(2- ONE7 �' II 1 i g' -8' 14 -8' 12' -0' -� II II 1 II _ II 1 II UNIT C. II I I I I it I I IV -4' 2'-5' 4'-0' 11'-4" 2'4 c0 1 II II II II II II II II c4 1 N 11' -4' 5140' 10'-0' I. 4'-B' L 5'-4' 5r� I u ■� 10 ■�'L � x 1 II• ■ —". -------- L ICE E5 22' X 36' ATTIC ACCES:3 I' i �Ry W.N. REF. i D.W. °' II I_ cn I I UNI �� CAB. WA-----�-�1/y4E----------J--- A7�1 W 3rd. FL.00R$. ONLY II I I I ° aTTlc accEsS COORDINATE BETWEEN �� _ I , O3,41i-i #I I I-p- IN 51t �� DETAIL w ROOF TRUSSES II ' V ° U I I L.. I \ ;O Of yI''} # c; OL SET -----�) , ID4; I < (T C � l a; R®O I 1 3� it �� �.® 02 I \ / OI0 I vjl0 ,i II C6 I1 02 I C6 ( :. iIIII WIRE SHEL A326 II 4306 (\ `:• g -R_- _IC_A�LA3Db VENTILATED 5P, C OS T�.t 02 ATTACHED ROD LINEN MIRRORED TRY MEP. I -v ---- PAR i i f-- 5TE F `�`---- — ® ATi 4 #2 j 5E�R0VI I 05 CLo 5EF)ROOrl #2 I ° � 2 UN I T 5. ® \` I EN CE ° PROVIDE 51-OCKVG I Fm 0 '®--- ---- _,� FOR GRAB BARS EGRESS LOSET*2 ID2 L IV I NCB ------ Q_Q � LECTRICAL W.H. 0UT I O _ ANEL 4 HVAC - - I --- �® ---- -- I 1 CI 05 I N � � -- - WAS I I I A306 DIW SOFFIT VENTILATED PAIR I SHELF AND UP 11 < I C t 4' IPANTRY a)Y R ,IS,T�} I ATTACHED ROD (. _ 1000 UX w+- co w< 5FEEzEuJA* - NOTE : SEE SHEET A6.01 FOR TYPICAL BLDG. STAIR PLANS 04 I I _ 5E�)R0011 #2 --- I F. )f 36' ATTIC ACCESS TH 6NOLD ( I 3rd. LOOKS. ONLY I I , ` % I I 03 ' COORDINATE BETWEEN 1 ,, I �' EXT. RQOF TRUSSES T -ram -%.rl I CAB A3A02 LANAI CJT Oaim R 02 02 —.. TURNED 9®' EGRESS 11 I I � /� A3Y/v I I� A I�I A I I I� IN I 4 WIRE SHELVES 1 !v. I VENTILATED SHELF AND ATTACHED ROD " ID3 %� TN BHOLD I �;4 S T E � �I I T C NOTE : Ei x T . RO O SEE SHEET A6.01 FOR E N I 02 TYPICAL 5LDG. STAIR PLANS 5TOFZ EGRESS TFI , LD IDS UP I I I I I I I I I OA -- --- 2 STORI S UNIT C T1'P I CAL E30TH FLCCR5 5QUA,RE FOOTAGE LANAI S1 SQ. FT. STORAGE 33 SQ. FT. 3 5TOFP, IE5 KNIT f5 TYPICAL ALL FLOOR5 SQUIRE FOOTAGE LANAI 91 SQ. FT. STORAGE 30 5Q. FT. HVAC 1,034 SQ. FT. TOTAL 1,155 5Q. FT. NOTE: UNIITTST HE SAME AS 16T DUCTS FOP, ALL TOP UNITS. TYPICAL i S rpl WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF TENANT SEPARTION WALL W/ 3 V2' MK BATT INSUL. IN ONE STUD SPACE U4_ U-341 I HOUR RATED TENANT SEPARATION (1 HR. DBL WALL) •e-®..®_mor ONE LAYER OF5/6'TYPE "X'ON THE INTERIOR SIDE OF WALL CALCULATED ASSEMBLY BASED ON TABLE IM25 FROM SBCCI IHOUR U EXTERIOR PROTECTED EXTERIOR WALLS ®� . ® w �. ! ONE LAYER OF lR' G.W.D. ON ONE SIDE OF WALL. ATTIC DRAFTSTOP PARTITION ONE LAYER OF 5/8' TYPE 'X' GYPSLM SHEATHNG ON THE EXTERIOR SIDE OF WALLS AND BEAMS BASED ON TABLE IM25 FROM SBCCI I ® I ® I ®. I HOUR PROTECTED STAIR STRUCTURE PROVIDE 2 LAYER 5/8' TYPE 'X' GYPSUM WALLBOARD. U1. I U338 ATTIC SEPARATION PARTITION NON -RATED WALLS ONE LAYER OF V2' REGULAR ON BOTH SIDES OF INTERIOR WALLS FLOOR/CE IL INCH GW5 5CHEDULE I HOUR RATED CEILINGifLOOR ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL FURRING CHANNELS UL DESIGN NO. L528 C0 a V Q 3 `v GENERAL NOTES: 01. INT. AND EXT. LOAD BEARING PARTITIONS AT GROUND FLOOR UNITS TO BE 3 x 4 STUDS AT IV O.C. IN 3 STORY PORTIONS OF BUILDING PER CODE. ° 02. REFER TO CIVIL DRAWINGS FOR SIDEWALK LOCATIONS. o 03. PAINT ALL ROOF VENTS 4 STACKS PENETRATIONS TO MATCH ROOF TILE COLOR 04. CONTINIOUS ALUMINIUM GUTTER AND DOWNSPOUT WITH SPASH BLOCK 05.22' X 36' ATTIC ACCESS THIRD FLOORS ONLY. T C O U UNIT 15 FLCOR PLAN N 0 NO." OF UNITS IN BUILDING 12 = NO # OF BEDROOMS 1 Y NO a OF BATHROOMS 1 UNIT C FL COR PLAN T n NO* OF UNITS IN BUILDING 8 NO # OF BEDROOMS 3 NO * OF 5ATHROOM5 3 E C O U y C 0 V O O U Z U 0 U U o 5 12/22/2000 a.II «MrolladJ ISSUE FOR PERMIT o�nDr'imot 4 12/21/2000 BID SET 3 08/12/99 PRELIMINARY BID 2 01/14/99 BID SET REVIEW 1 06/18/139 OWNER iREVIEW Rev. No Date Issue History SYMMETi21GAL ABOUT AXIS H I ,L FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 5ToNEf3NL)L/N II at 5ANFON./ APARTMENT5 Date 0(0/18/99 CITY OF 5ANFORI), FLORIDA 3659-40 UNIT PLANS UNIT5 B b G A3.03 TYPE III 9 Im FILE: 3659A303 KOT WA.e: 12' = It- 0' LAST PLOT: I_ i v v 1 6e M IV NOTES n 0 0 w 0 0 0 Cu Q LLJ Q 3 ry R 12121 W ry w I- z • z Q Q ry 0 IJ Q J - E3 D E F G H 5'-lO'I 51_/ II 111_411 t N 44'-40 111-411 11'-8" 1 :Zp'= 5'-51 _ 11 51 _011 I _ 111 91_0n [—oil 5I_4pJ4 — — — — -------- I I t _ - N - - 111-411 — ---- I,I 5'—O I I I i 4'-8" 11'-4A m 1 I I II I I II ... ............ .... .... ............. . ........... ........... ... ........... T- ............... ......... . - .. ........... I .......... . L ... . ... . . .... ..................... . � UNIT N _ ' UNIT 5 I I II I I II L 31II 1aA 1_ ..JJ N , ........ ...... ........ -Ofl b- 1(01-OA m N 3'-411 n 5'-4" 5'—,ill I_ A 31_411 N ---------------------------- ---------------- ---------------- v 5'-BOA 51_IOn I .................................................................................... . .........................................:::...............:: ,' I '�t I I rrr:�i':�:� iiiFi�ii}:i� :�:�:i� i:�:}:ri:•`�i:�:i�iii:�iii:�:`r'r rr_ I I ` ` _ x:;.:::}:::::::::::::;:::}:}:: ... . � i i " t i i I .............................................................. .......................... 1 a I I E I I Q i .. c I 4:i' �:iti�'�7:}::��; �F�iiieii�?`�i:�ii`iiii.'•�:�ei:�?:�:.::;i:�ii:�`;�?? } m / 1 I ::::.....:::.:::..:::::::::.:::............... / O O O ....... .. .... ........ ...................... ........ ............. _ e 1, ,I ® ............ ........ .. :::::.:::.::::::..................... ► - ............ .. m� ► I ..................... ................................................................................................................................ 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I I .. i I ,, I I 11: I , �� ,� 3'-0' CASED i i DROP CEILING I i GAB. �' _ _ _ I _ _ ; %' OPENING 1 IN HALLWAY I A3D5 l�tl 3 0 CASED OPENING I , , DROP CEILING I : % ; ; MIR RED = (� PROVIDE BLOCKING 1 I I 1 /;�," I00 --®---®o—® —®� FOR GRAB BAR VTR PROVIDE BLOCKING p( MED. PANT ,%,% Cb MED. FOR GRAB BAR Q CAB. --- �` -- A3,05 CAB. ---- 0 j 22' X 36' ATTIC ACCESS � Q O INE ELECTRIC _______________ _ — i _—_r/ MIR RED LINE 3rd. FLOORS. ONLY -� U 11A,5TfiR PANEL T CLOSET COAT CLOS ELECTRIC CI I ROOF RLIS E5COORDINATE 8ETWEEN z 4 1A3�6 I 5ATH #2 02Tf; ENT �1' PANEL , E3ATH #2 ® UNIT I� z �uA�r UNIT /SHOLD Taar.Es�o1 EGRESS NOTE : 02 EGRESS ------------------- OEM ® SEE SHEET A6.01 FOR --------------- ---- ------ ---- ------ TYPICAL BLDG. STAIR PLANS ------ ----- -- --- LIVINe ED FAIR PAIR YEN LATED SHELP AND II ' r I ' ACHED ROD 5EFDF\00t" I #2 EXT. -�I -----I XT. 03 *`203 I l r I THri>=6H0 a S T 0 f _—; 5 T 0 F 1RESHOLD LANAI LANAI EGRESS - EGRESS01111 MEN S1'MM�Ti�I C,4L 145OUT AXIS ME [Eli 1 CEI) 3 5TORIE5 UNIT E — UNIT 5 NOTE: USE 3' x 4' WOOD STUDS IN PLACE OF 2' x 4' WOOD STUDS FOR ALL 5EARiNG WALLS ON THE FIRST FLOORS ONLY WHERE (3) THREE STORY CONDITIONS EXIST. T'11=1CAL ALL FLOOR& _ D1 TYFICAL ALL FLOOR5 TRELLIS eELoLu A5.03 SQUAIRE FOOTAGE SQUAi�1= FOOTAC�E ____________ LANAI 91 An FT. LANAI 91 SQ. FT. STORAGE 30 SQ. FT. _ _ _ _ _ _ _ _ = STORAGE 30 SQ. FT. HVAC 1,034 SQ. FT. z HVAC 1,034 SQ. FT. TOTAL 1,155 SQ. FT. TOTAL 1,155 SQ. FT. NOTE: BUILDING TYPE IV UNIT LAYoUT5 ROUTE ALL HVAC DUCTS FOR ALL OO FLOORS UNITS THE SAME A515T AND 2ND FLOOR Scaly: I/4' = I'-mB UNITS. TYPICAL / 2 3 4 5 io 0 I Y/ on MI WALL LEGEND ONE LAYER OF 5/8' TYPE IX' ON EACH SIDE OF TENANT SEPARTION WALL W/ 3 1/2' MIN. GATT INSUL IN ONE STUD SPACE UL•'U-341 1 HOUR RATED TENANT SEPARATION (1 HR. DBL WALL) • _ _ ® = i -M w r ONE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR SIDE OF WALL CALCULATED ASSEMBLY BASED ON TABLE IM2B FROM SBCCI I HOUR OR PROTECTED EXTERIOR WALLS ®• • ®' ' ' w � ONE LAYER O- W C ON ONE SIDE OF WALL. ATTIC DRAFTSTOP PARTITION ONE LAYER OF 5/8' TYPE 'X' GYPSUM SHEAT14NS ON THE EXTERIOR SIDE OF WALLS AND BEAMS BASED ON TABLE IOU25 FROM 55CCI ® 1 � I ® I .®. 1 HOUR PROTECTED STAIR STRUCTURE PROVIDE 2 LAYER 5/8' TYPE 'X' GYPSUI WALLBOARD. U.L. 0 U338 ® ATTIC SEPARATION PARTITION ONE LAYER OF Ill' REGULAR ON BOTH SIDE5 OF INTERIOR WALLS NON -RATED U kL5 FLOMICEILING GW5 SCHEDULE 1 HOUR RATED CEILING/FLOOR ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL FURRING CHANNELS UL DESIGN N0. L528 N C O N N O r•• a. N U C V V GENERAL NOTES: n 01. INT. AND EXT. LOAD BEARING PARTITIONS AT GROUND FLOOR UNITS TO BE 3 x 4 STUDS AT 16' O.C. IN 3 STORY PORTIONS OF BUILDING PER CODE. 02. REFER TO CIVIL DRAWING5 FOR SIDEWALK LOCATIONS. a 03. FAINT ROOF N 5 4 STACKS PENETRATIONS TO MATCH ROOF _ P ALL VET PEN)= RA R U TILECOLOR. R a 04. CONTINIOU5 ALUMINIUM GUTTER AND DOWNSPOUT WITH SPA5H BLOCK s a p o UNIT FLOOR AN I� L � �� a NO. OF UNITS IN Uf ING 24 C B LD yy�� V 1. U NO. OF OOMS 2 BEDR C NO. OF ATH OOMS 2 s � R a 0 a 0 a r 0 E 0 u 0 V 0 s Z 0 U o T U Q vi V 5 12/22/2000 155UE FOR F'EF�" IIT �noeoo`�tto0i� Q 4 12/21/2000 BID SET m 3 06/12/99 P�LiMIN4RY BID Q 2 0-1A4/99 BID SET REVIEW Q I orma/99 owNER IEVIEU1 Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 5T0NE5R0CX I I atSANFORp APARTMENT5 odia FLORIDACITY OF 5ANFORD, 3659-40 UNIT FLAN5 UNIT B A3.04 TYPE IV F,LE: 3659A304 PLOT 5Cal_E: 12' -- V-0' L A5T PLOT: 71 NOTES 48' x 56' CLEAR FLOOR 5PACE AT TOILET GE� NOTES A. 100 % OF ALL GROUND UNITS SHALL BE N.C. 3 ACCE5515LE, ALL OPENINGS IN THESE UNITS SHALL A I 1 1 BE MIN. 32' CLEAR 1 I I ! ; I I — LINI B. RECEPTACLES IN ALL GROUND UND LEVEL UNITS SHALL --------------REFRIG.RERIC. 4------------- W/C BE MOUNTED MIN.15' A.F.F.-------------------------- - -- ----- ------ -------Ir-------------+------------------------- C. PROVIDE GROUND FLOOR THERMOSTATS TS AND O B O�/�tlI�IIIIiIIIIIIIIIII,5I;I .�INl_ K oLI\fII/� I1Ii IiII iIII tPIIIII4lIIII i�n/'IIIII1IiIIiI /� ,,IIiIII/IIIIiiI IiiIIlI/ / IIIIiI1/IIIIII1iIIIIIlII1I//IIIIIIII1I /IIIIIII/1I,i1iIIIIIII1II �/,nlIIiI/III1IItIiI1III1I/ ,�/II,1III1II/r/II1I1II/I1I1�III1III11I/, ,> I iIII1„RIII1I I /iI1II,1II/I/ iI1III1III/,I/IIII,I,IIIiIIIII/,II1I;/IIIIiII,1II lI�,,IIIII;IIiIIIIlI,IIIIl, I1,IiIII;II,ItIII,I,11III �/IIIII;iI,„ /I{'I,I,11IiI {��iI;1,iiIIi11IIlI IfIi11,I,VIIlIl11Il,I sdIiIII,11II . 1IIIl;1IiI,il11II,,�W ,,I1r\lI.I,I,♦��\\�II�\y♦II\Ii(II\\II,;Iq\\♦♦-�'IIIlIII�♦\\.\I1;I\\I�`\ �,�-Ili\\\` \\\�I,;.\I�OI♦-\\1 ♦I,;\\♦\I�I"\-II\\1\`♦X-"\�I,l \„-\�♦1\\II\\\\`\-1,_•O\i\♦♦-�\\-\.♦\\jl-♦\__\\\\\\I--♦\\\\\\l\\♦Y _\I\\\�-\\=♦\\\I♦\\\\�\l\\\♦\\-♦\I_\\\`\\\\\\-\♦\♦\\\-♦\\\\♦\\♦\\\-`\_\♦\\\ \\\♦\\-\,\\♦\\-♦=__\♦�\\\t\-♦-_`\\�\\�\-`\__♦-♦\ \-\"\-\♦\\\-\=_-\♦\\\\-\\\ \-\_\-\♦\\\\\'♦ko-\\d\�\\♦\\_\♦v<\Z\\-\\\_\�\\\\•-_..\\\\♦ \\\♦O<\\-♦\- \"\-_♦\\�\\'\♦-'\J\\\�\\\'\\\`-`\\�\♦\\}\\\\\_�- =\ ♦O��\\\\\�-\ _��\\♦\\�-\_\\\\\J-\\\\\\�\\♦\♦\ \-:\♦O�\\\�\♦\\\\\-_♦\�\♦\\\\\�♦\\♦♦`\-\O�♦ \.♦�\\\♦\\\♦\\\\\-�\♦\\\_\\♦\\_\`\\\\\�\\♦\\♦\\\\\\\-_\♦�\\\\\♦\\\♦\\`_``� _� y , BCrI t"`"..",. %-Ji"-��- �' ^.�f- .�'/t.�:, ..'�2�- ��♦{S'ya 1`� . r4.,!,,.�'11 .a'`i1�.r.rrA. R_, ...♦ \ . IIl�;ll IIl,lIIIl{IIlY,lIIIl ,IIIII, IIIII;IiII,I,I1IIIIIIIlIIiIIiIiI1II,l1 IIII IIIIlIIIIIIIIIII;IIII1III1IIIIII1IiII1,II1i III1IIII,1III IIII1 IIII,IIII1, I,II,I III \IIIIIYIII,iIl, IIIf \IIl II I tI \ �1 \I1I,IIIIIIII II IItI T p IN-------- I,11IIIII I O------\- -I TUB--------- I F1 ELECTRICAL 6WITCHE5 WHERE SHOWN ON M.E.P. DRAWINGS MOUNTED 42, 52, A�F. O XAD. VERIFY WALL LOCATION TO PROVIDE CLEAR LAV. 0 -POLL //,//,/ ENING REQUIRED BI DOOR, TUB IIO Anl�,�all A CCABINET, OR APPLIANCETO BE INSTALLED. ; A4 R� ,E. PR Y_o�aca HARDWARE GROUND FLOOR IliIiII UNITS PER ADA REQUIREMENTS --___ _= --- �� II ,1I11II 1.`m ---- -- PROVIDEONE-A: 10-5:C 51b. -1RE EXIINGUIUHERO F. I --==-------- --- - PER APT. LOCATE PER DEPT. RQFE._- ---o �I -------------- _ ' SOLID BLOCKING FOR GRAB BARS, c / ====== ,\\\ \�?Y \.\ 5WING DOOR OUTWARD E , s_ _� ♦:'\ ::::: I GROUND FLOOR UNITS ONLY. ° GROUND FLOOR UNIT5 ONLY iiiiiiiiiiiiii/i,/ -- _ / // \ \ ____` O\\♦ \�♦\\ I /��/iiii//,i„/IIIII t�_ _ , \ \ \\ _____� ♦ \` \\\♦\\\\ `♦\\\\\\ BLOCK FOR TOWEL BAR ' \ ` \ \\ \°::\♦\\\\\. \. INDICATES DIRECTION OF VIEW PANTRY : V WALL CABINE D E x W 0 0 W H 0 0 w 0 CU i W F— Q Q 3 LD 3 q Iq x W W 0 z z 0 C4 ry W 0 U w U J IZ 1'-6' 1' ' -62'-6 ° 3'-0' 2' kU3015 g30 W36 ♦ \ W M OA \ \ / / / , 0 0 0 0 CI ::.1•:::: �:•i:•: is i'i:•::•:•: 1 ANT Y R \ L�—J - - /� - I CIS RANGE CI . , 2'L L 2'-3' 2 L 1'-3'L 2'-9' I / W331 W21 30 1111530 W2,130 -_ / N / , <'.. I N�J� 5INK BASE CABINE '•:i ti }:•:iiii :• %:: i:.1.1. " I I O IIII / \ / \ \ L \ F- \ I r \ F \ RE RIG. D 15H -m B WASHER B Cl5 POOP DISPOSAL P L 2'-9' '-3' 2'-3' 2'-3'L L2' W2� 30 W2� 30 W3�t5� WI5�0 / 7 / \ / J� IIII 1 1 ® 0 / I / / R G , D15H \B G15 WASH ER G '•:: B \ , ::.:..... :::::::::::: '-0' 2'-6' 1'-6' 1'-6' 2' 3 / \ W3®15� / \ W36 30 WI830 \ D tROWA 00 D / / / J -, 51NK 1 v `\ I I ................. A R / L - � t , - RANGE / / CIS , B / m \ P00 ••<•• D •• IS OS � i 1 I 1 I 1 I i I � f l_ _ ............................... 2 -9 2 -0 I. L6 L 2 616 �, I -6 Fz O y a� NOTE: BATHROOM AND KITCHEN MAY APPEAR L REVER5ED OR MIRRORED ON PLAN5 U U 2 .Q N L 0 0 ° m 0 C O Y O� a J 0 T ° a O a L 0 0 ° L ° N N U O D N N N L H U L 0 Li u 0 0 U O 5 12/22/2000 ISSUE FOR PERMIT ®7/JO/3oml«rt cued) A4 12/21/2000 BID SET 3 08/12/99 PRELIMINARY BID 2 01/14/99 BID 6ET REVIEW 1 06/I8/99 OWNER REVIEW Rev. No Date i Issue History An FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 5TONE5NVVN I I at 5ANFICIF-w"""_ t APARTMENT5 Data 06/18/99 CITY OF SANFORD, FLORIDA f�oj. 3659-40 FAIR HOUSING E3ATIH5 d A3.05 KITCHEN5 2 3 4 5 6 -I 8 9 10 FILE: 3659A305 PLoT scan 12' :1' -0' GasT KcT: NOTES CD 0 w 0 0 cd cd 0j Q ID H Q 3 3 • x w .w r -1 z H z 0 Q ry w 0 w . Q J A B C D E F G H 48' x 56' CLEAR FLOOR 5PACE AT TOILET suw LFGY nuNir V FAIR Noun TOWEL BAR SHOWER ROD SHOWER HEAL PREMOLDED AND 5HOWE BLOCKING FOi N.C. GRAB BA TOILET PAPE D15PEN5ER WATER CLOSI 4 oil WIN i Li V I ASafi, I AtED BAR 'WOOD BRACING. RAMING. A5 SWING DOOR OUTWARD I GROUND FLOOR UNIT5 ONLY PANTRY 0 _ r----- -- -- ------------------ 0 00 1 I ' I SINK t� * ���;ffyyj�}},yy����pp;; \ \ ;; R(o ,,,,,,,,\,\,,,\,0���� ... ,\,\ \,,,,,��\,1 A4 ___---J—__--_ 1 1 I I I I I I I IIIII I I ♦,,,0,,,,,,,,,,,,, ,,,,,,,,,,,,,, I Lilll, 1, it 1, 11 ,IIIII i,Ii I, I, I, I, I,I ,\„O�\��,,,,,,,,\ ,,,,,,,,\,\,,, ✓�:,_��'s:;: I 'L li I1111i1,1 ,i,l,l,liii,iil,l,l,l, , ,,,,, ,,,\,,,vc, „\\,,,,,\\„ �•� i:'7:��`:<. IIII I I I I I i III I, ♦, t,ae ,,,,,,, i'; � r:': ;: ;> ill,111,llilll�l,l,l,llilll,l,1,1111, 1, I,II, I, I, I, II,i —___ __ —_ /':r; •,:.i.`, , ,,,III,III,i,11 I,I,I 11 I I I II i I =___ __--_ ------ ---- _-- - -_ -- --- n r,-r IIIII,I,II ------------ ------- I III 1 ______-- — --- = -------- _-____ ii //i//////// _____________________ ii ,////,///ii/ tiS S (IIIII = f'Idp --------------- ----- ----------- C4 WALL CABINET BASE CABINET 1TVF RoScale: 1/2' - II-0® TOWEL BAR SHOWER ROD SHOWER HEAD PREMOLDED' AND 5HOWEF BLOCKING PC H.G. GRAB 5 PAPER TOWEL DISPENSER WATER CLOSE' 1'-3' � 2'-0' O UNIT V FAIR HOUSING O SINK FOOD DISPOSAL DROPPED CE (L It.lr LIGHT FIXTURE MIRROR PREMOI. TUB ANC MEDICINE CABINET TOWS VANITY 2 X i BLOB H.C.1 TUB u BLOCKING FOR TOWEL BAR. TUB 11 LAV V O O I `WIC 2'-0' 2'-6' O 2 3 4 5 6 1 8 9 10 CiNSkk NOTES A. 100 % OF ALL GROUND UNITS SHALL BE H.C. 3 ACCESSIBLE, ALL OPENINGS IN THESE UNITS SHALL A BE MIN. 32' CLEAR B. RECEPTACLES IN ALL GROUND LEVEL UNITS SMALL a BE MOUNTED MIN.15' A.F.F. N C. PROVIDE GROUND FLOOR THERMOSTATS AND ELECTRICAL SWITCHES WHERE SHOWN ON M.E.P. Y DRAWINGS MOUNTED 42' - 52' A.F.F. D. VERIFY WALL LOCATION TO PROVIDE CLEAR OPENING REQUIRED FOR 51-FOLD DOOR, TUB, CABINET, OR APPLIANCE TO BE INSTALLED. 0 E. PROVIDE LEVER HARDWARE GROUND FLOOR UNITS PER ADA REQUIREMENTS h F. PROVIDE ONE 2-A: 10-5:0 51b. FIRE EXTINGUISHER PER APT. LOCATE PER FIRE DEPT. REa F.F. 50LID BLOCKING FOR GRAB BARS, 0 GROUND FLOOR UNITS ONLY. INDICATES DIRECTION OF VIEW o 0 0 N U NOTE: BATHROOM AND KITCHEN MAY APPEAR L REVERSED OR MIRRORED ON PLAN5 D U U .O V a 0 0 U C s Y 0 a a 0 E 0 0 ;_ U 0 s Z oU aU Q U 5 12/22/2000 I33UE fiOR PERMIT �c "o`�� It.d� W 4 12/21/2000 SIC) 5ET m CD A3 08/12/99 PRELIMINARY 510 O 2 01/14/99 510 GET REVIEW A 1 06/18/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Park, Ff. 32789 (407) 629-0595 5TONE5NV�^ a t 5 A N F ORD'APARTMENT5 06/18/99 CITY OF SANFORD, FLORIDA Pray. 3659-40 KITCHEN5 FltIE: 3659A306 FIAT scab 12' -- It- 0' I.asT PL T 0 0 Ln w H 0 0 cd C6 ry Q W E— Q Q U 3 Q 3 R Q t� x w W 0 Z H Z Q Q ry W 5- 71 W U Q A D E C STANDARD DEPTH SINKS UP TO 9' PERMITED REAR DRAIN PREFERED PIPE PROTECTION 4APPEARANCE APPEARANCE DISPOSAL COVER 12' WIDE t REMOVABLE KNEE SPACE ,@ SINK Mk MIN. CABINET W/ GARBAGE DISPOSAL 4 PIPE PROTECTION PANEL OPEN BOTTOM FOR VENTILATION AND ACCESS TO RESET BUTTOMS 1' - 01 A 1 111111 IN R I 111 1 POST FORM COUNTER TOPS 4' WIRE PULL - TYP. ADJUSTABLE SHELVING - TYP. PLA5. LAM. OVER PRE555OARD/ PLYWOOD INST '_N?5 F01 SINK POST FORM COUNTER TOPS 4' WIRE PULL ADJUSTABLE SHELVING PLA5. LAM. OVER PRE5S5OARD/ PLYWOOD �n VARIES 01. 5EE PLAN P15ERGLA55 TU5 ; STEEL TUR u P05T FORM COUNTER TOPS 4' WIRE PULL ADJUSTABLE SHELVING PLA5. LAM. OVER PRE555OARD/ PLYWOOD • jA A 9 �Sprl A P, who, T , 5/8' TYPE 'X' GWB. 1/2' WATER RES. GWB R-13 BATT INSULATION PREMOLDED TUB AND SHOWER ASSEMBLY. P.T. PLATE. �I re �► ► �Ji A. 100 % OF ALL GROUND UNITS SHALL BE H.C. 3 ACCESSIBLE, ALL OPENINGS IN THESE UNITS SHALL BE MIN. 32' CLEAR B. RECEPTACLES IN ALL GROUND LEVEL UNITS SHALL BE MOUNTED MIN.15' A.F.F. N C. PROVIDE GROUND FLOOR THERMOSTATS AND ELECTRICAL SWITCHES WHERE SHOWN ON M.E.P. Y DRAWINGS MOUNTED 42' - 52' A.FF. D. VERIFY WALL LOCATION TO PROVIDE CLEAR OPENING REQUIRED FOR BI-FOLD DOOR, TUB, CABINET, OR APPLIANCE TO BE INSTALLED. 0 E. PROVIDE LEVER HARDWARE GROUND FLOOR UNITS PER ADA REQUIREMENTS F. PROVIDE ONE 2-A: 10-5:C 51b. FIRE EXTINGUISHER PER APT. LOCATE PER FIRE DEPT. REQ. E.E. SOLID BLOCKING FOR GRAB BARS, GROUND FLOOR UNITS ONLY. J _ INDICATES DIRECTION OF VIEW E 0 NOTE: BATHROOM AND KITCHEN MAY APPEAR REVERSED OR MIRRORED ON PLANS D U U O n V �U U D_ N O _ O T N N d O U _ Y O� V N L 0 T U 2 a 0 E 0 0 E U O vi W 0 0 0 Q5 12/22/2000 "O"� ISSUE FOR PERMIT �o`�"n'or ccbi F Q 4 12/21/2000 BID SET co J 0 3 08/12/99 PRELIMINARY 51D 2 01/14/99 BID SET REVIEW Q 1 06/18/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Park, Ff. 32789 (407) 629-0595 FAIR HOUSING 5ATH5 ! A3.01 KITCHENS Fit.E:3659A301 notscALE: 12':V-0' LMT PLOT. 2 3 4 J IK/ NOTES A B G E E W 0 0 in W IH� f 0 0 clu C6 r t • W f-- Q l� 3 R LD 3 Q �n x w ry w z • H - z Q I W 0 W U J w 2 4 C/ A WALL LEGEND ONE LAYER OF 5/5' TYPE 'X' ON EACH SIDE I HOUR OF TENANT SEPARTION WALL W/ 31/2' MIN. RATED TENANT SEPARATION 5ATT INOLL IN ONE STUD SPACE (I HR D5L WALL) Ul• +U-34I •®®®d®®®®d ONE LAYER OF5/8'TYPE 'X'ON THE INTERIOR SIDE OF WALL HOUR f 0 CTED CALCULATED ASSEMBLY BASED ON EXTERIOR WALLS TABLE 1OU25 PROM SBCCI r ■ ®■ ■ ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF WALL. SEE DETAIL DVA302 I HOUR �RlrT� CALCULATED ASSEMBLY 13ASED ON S TABLE 1OU25 FROM 65CCI. ONE LAYER OF 5/8' TYPE 'X' GYPSUM SHEATHING ON THE EXTERIOR ® I HOUR PROTECTED SIDE OF WALLS AND BEAMS STAIR STRUCTUI;E BASED ON TABLE 1OU25 FROM SBCCI PROVIDE 2 LAYER 5/8' TYPE 'X' WALLBOARD. Ul. 0 U338 ® ATTIC DRAFTS CP PARTITIONGYPSUM ONE LAYER OF 1/2' REGULAR ON BOTH SIDES OF INTERIOR WALLS NON -RATED WALLS FLOOR/CEILING GW5 SCHEDULE I HOUR ONE LAYER OF TYPE 'C' RATED CEILING/FLOOR OVER METAL FURRING CHANNELS ASSEMBLY UL DESIGN NO. L528 3 C O V O n V T. C Q N O C O GENERAL NOTES: 01. INT. AND EXT. LOAD SEARING PARTITIONS AT GROUND FLOOR LNIT5 0 TO 5E 3 x 4 5TUp5 AT IV O.G. IN 3 STORY PORTIONS OF BUILDING PER CODE. 02. REFER TO CIVIL DRAWINGS FOR 51DEWALK LOCATION5. 03. PAINT ALL ROOF VENT5 4 STACKS PENETRATIONS TO MATCH ROOF TILE COLOR N 04. CONTINIOU5 ALUMINIUM GUTTER AND DOWNSPOUT WITH 6PA5H 5LOCK 0 T C MAJOR 5UILDII4G SECTION pETAIL NO. PARTIAL SECTION o U C S SHEET WHERE DETAILED Y o, PER50N ON ROUTE TO EXIT 0 � o a s 0 .. o _ V L O P05615LE LINE OF PATHS TO EXIT E O O N N V t H U Z F W 2 Q O A 5 12/22/2000 ISSUE FOR PERMIT oinOiiooGO""'I 4 12/21/2000 BID SET CD 3 08/12/99 PRELIMINARY 51D 2 01/14M13 BID SET REVIEW Al 1 06/IS/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 5T0NE5NV`L^ I I 7,, at SANFORD APARTMENT5 Date 06/18/99 EXIVENTRY RO"UTE5 FLE: 3659A215 iLm scAty- 12' =1' -0' LAbT PLOT: b J `t I IU tz CD 0 Ln W 0 0 cu 0 CU ry Q w F— Q t=4 l'7 3 L3 3 q r� q rq x W w 0 W z H z 0 W 0 U w U Q - J rZ 15 C V E F G OG61I5: 1/0 = I -(U- RAISED STUCCO TRIM BANDS TYP. ALL BLDG'S. CONTROL JOINT - TYP. ONE COAT STUCG "MAGNA WALL' PER N.E.R. 459 FIBERGLASS SHINGLES FLAS 41% M5 ASPHALT SATURATED FELT. OFF -RIDGE VENT INSECT SCREEN! N5 ASPHALT SATURATED FELT. FIBERGLASS SHINGLES W2' 016B. SHEATHING PREFA5RICATED ROOF TRUSSES SEE STRUCTURAL. 12 36'-5-5/8' 4 MAIN RIDGE 1 *T. t-SI1rtCl.l�l/lhlAI CG SCREENED LANAI 36'-5-5/8' RIDGEICxT. J-4-1/2' TRUSS 5%. 19'-3-1/2' 11'-8-3/4' TRUSS BRG. 9'-1-3/4' r.0.5U8 FL.R. TRUSS B%. RAISED STUCCO TRIM BANDS TYP. ALL BLDG'& 0'-0' T.D.S CONTROL JOINT TYP. ONE COAT STUCCO 'MAC -;NA IUALL' PER N.E.R. 459 MAIN RIDGE NGT. - — 21'-4-1/2' TRUSS 51%. 19'-3-1/2' T.0.5U5 FL.R TRUSS BRG. '— T.O.SUB FL-R TRUSS 5%. 21'-4-1/2' TRUSS BRG. 19'-3-1/2' r T.0.50 FLR. _.J ]T-8-3/4' TRUSS 5i25. _ 9'-1-3/4' '— T.O.SJB FL_R —.J 8'-I' TRUSS BR3. MP" 61 • " L 4 (0 l 8 9 10 0't0 ■ 0 ■ v O D N J N h Ql 0 0 S U O Ne N v L T 0 n a G N U s v 0 N C v v v U Z 0 U W K Q a O $ 12/22/2000 ISSUE FOR PERMIT 4 12/21/2000 BID SET 0 3 08/12/99 PRELIMINARY BID 0 2 01/14/99 BID SET REVIEW I 06/18/99 OWNER REVIEW Rev. No Date Issue History el F'UGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 5TONEBNVOK ii atSANPORD APARTMENTS CITY OFsANFORD FLORIDA UILDING ELEVATION 3 24lJNIi5 A4.01 TYPE I SADDLE NOTES A B G E x W 0 0 hl 0-1 o 0 0 CU ry Q W Q L3 3 LD 3 ry q �a x W ry W 0 Iy z H - z 0 ry W I— - 0 U W U Q I 0- NM 5cale. 1/8' = 1'-0' lip ALTERNATE STAIR — ELEVATION BUILDING II ONLY THIS LOCATION ONLY 2 12 41 II !f 12 4r 3 lu Iv DIMENSIONAL SHINGLES CONTROL JOINT TYF. 4 MAIN RIDGE HIST. 21'-4-1/2' TR55 BRG. `r T.0.5UB FLR 11'-8-3/4' Ak TRU55 BRG. 9'-1-3./4' T.0.5U8 FLR 81-1' TRU55 BRG. 0' -0' ". unnnnuunnpngulininunnnmue IIIII IIIIIIIII I III III III III IIII I�III, --i — ....... — 1-.1 SADDLE uuugl4!!!! II1111111111111111 IIIII11y1I III IIIIIIIIMM!IIIIIIIIO�uj ll7l� °°°°°°°I III III II IIIIIIIIIIIIIII -, WI In DIMENSIONAL SHINGLES OFF RIDGE VENT Ivwlv�rs v 1 uvvv TRIM BANDS TYF. ALL 5LDG'S. 12 14 ♦TEXTURED FINISH ONE COAT STUCCO 'MAGNA WALL' PER N.E.R 459 361-5-5/8' MAIN RIDGE 1-IGT. 21'-4-1/2' TRU551 RG. 19'-3-1/2' Ak T.O.5U8 FLR IT-8-3/4' TRU55 BRCS. T.0.5U5 FLR. 81-1' A1. 361-5-5/8' MAIN RIDGE F*T. 21'-4-1/2' TRU55 BRG. T 19'-3-1/2' T.O.5UB FLR 11'-8-3/4' TRU55 BRCS. 9'-1-3/4' T.O.5U5 FLR 81-1' TRU55 BRG. 01- 01 DIMENSIONAL SHINGLES 361-5-5/8' 12 14 MAIN RIDGE HGT. CONTROL JOINT l— TYfi . Q C1 21'-4-1/2' TRU55 BRG. 19'-3-1/2' TRU55 BRG. 0'-01 T.0.5 K M[ N 0 M Al U u U O 5 12/22/2000 ISSUE FOR PERMITm� r°.a� W 4 12/21/2000 BID SET 0 3 08/12/39 PRELIMINARY BID 0 2 01/14/99 BID SET REVIEW A 1 06/18/99 OWNER REVIEW Rev. No Date Issue History F'UGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 5TONE5NUUN 11 at 5ANFOR"..r.' APARTMENT5 pate �06/18/99 CITY OF 5ANFORD, FLORIDA 3659-40 SOUILIDING ELEVATION 20 UNIT5 TYPE -11 FILE: 3659A4.02 nor wA : 12'-- I' -0' LmT P1 m A b _ - It 0 0 J NOTES B C I i r 0 0 Ln w 0 cti Cu ry LD Q 3 3 R X w ry w 0 z z 0 Q i— - rn w 0 U W U Q E F G H 5ca le: 1/6' -- I'-0, 12 41 _e FY,"1-.0 1-1 V 1 "-V — TRIM BANDS TYP. ALL 5LDG'S. DIMENSIONAL SHINGLES OFF RIDGE VENT ==MMv 36'-5-5/8' AII MAIN RIDGE I-1GT. 21'-4-1/2' TRU55 SRG. _ 19'-3-1/2' T.0.6U5 FL.R. TRU56 SRG. 9'-1-3/4' T.o.5U5 FL-R. TRU55 BRG. TEXTURED FIN15H ONE COAT STUCCO 'MAGNA WALL' PER N.E.R. 459 DIMENSIONAL SHINGLES OFF RIDGE VENT SADDLE A4�1 MAIN RIDGE I IGT. i1i1l1ilillIUIIilgii'ryuAu�Iliil�llllulNl'lil�Iufl�'u ggpillp �IIII�uuIIu1VI1II11I�Y,l III Iiillli II Tfi iIM 15AND5 ~.—... I — , — --- TYP. ALL BLDG'S. MAGNA WALL PER N.E.R. 459 N. 36'-5-5/8' MAIN RIDGE HGT. 21'-4-1/2' :eo TRU55 5R3. 'r T.0.51J5 FL-R. 11'-8-3/4' TRJ55 5RG. T.0.5U5 FL.R. ZA Q "\ lu a:n°.i,u.iyli4nu:n�.an..n°..la..........I.�.I.�..�I..A..�.�..I,.Ii.Ii . fill 111111111li-Vii1 1 ONE COAT STUCCO TRIM BANDS 'MAGNA WALL' TYP. ALL 5LDG'S. PER N.E.R. 459 TEXTURED FINISH ONE COAT STUCCO 'MAGNA WALL' PER N.E.R. 4D13 MAIN RIDGE NGT. 21'-4-1/2' TRJ55 5% 19'-3-1/2' T.0.50 FL R. 11'-8-3/4' TRU55 BRG. T.0.5U5 FL.R. 8'-1' TRU55 5RG. L 2 0 U C t U O Y o' o� tl 0 c y c 0 V V 0 n N s O to C O O U D O E `o 0 0 0 U C a T C Q 3 0 ci O L C O N O U 0 a V a T C O !n N N O C O V U O Y V V rn L O T N d O O_ t N N p N h o IIL--- U r D C O N C N E V O V N N U L Al LU W V Q' Q O 5 12/22/2000 ISSUE FOR PI°RMIT ��"R°e l�' w Q4 12/21/2000 BID SETLd Q 3 08/12/99 PRELIMINARY BID = 2 01/14/99 BID SET REVIEW Q I 06/18/9g OWNER REVIEW Rev. No I Date I Issue History el FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Vinter Park, FI. 32789 (407) 629-0595 5TONE5NvOK 11 a t 5ANFOrK.L.) APARTMENT5 CiTY 1 I'D FLORIDA UILDING ELEVATIONI // UNIT5�I TYPE I I 1—___ FIL€ 36 59A4.03 nm w.&E: 12' = I' -0' LMT PLOT: 1 2 3 4 5 ro I �� NOTES A ON C D E F G N Scale: 1/6" = I'-0, lice-1 WI �1 1: ,-1 ONE COAT STUCCO 'MAGNA WALL' PER N.E.R. 459 36'-5-5/8' MAIN RIDGE NGT. TRIM 5ANDS TYP. ALL 5LDG'S. RAISED STUCCO TRIM 5ANDS TYP. ALL 5LDG'5. III IIIIUIII IIIIIIIIIIIIiI11I1111111111111110. '�IIIIIIIIIII Illlllllil�l��llllll IIIIIIII e A--1 f- r C ONE OAT stucco 'MAGNA WALL' PER N.E.R. 45S 361-5-5/8' 4_ MAIN RIDGE I IGT. 21'-4-1/2' TRUSS SRG. _ _ 19'-3-It2' F T.0.5U5 FLR. TRU55 SRG. _ T.0.50 FLR. TRUSS 5RG. TEXTURED FINISH ONE COAT STUCCO 'MAGNA WALL' PER N.E.R. 459 36'-5-5/8' MAIN RIDGE I IGT. _ 2T-4-1/2' TRU55 5R5. _ 191-3-1/2' T.0.5U5 FLR. TRUSS 5R5. _ 91-1-3/4' r T.0.5U5 FLR. TRU55 5%. 36'-5-5/8' MAIN RIDGE NGT. 21'-4-1/2' TRUSS 5W- 19'-3-1/2' T.0.5U5 FLR. TRUSS 5R5. `— T.0.50 FLR. __j— - +— — - 8'"1f TRUSS 5RG. m'-0, OIL TD.5 SMOOTH FINISH ONE COAT STUCCO 'MAGNA WALL' PER N.E.R. 459 A s a A 0 a L U O Y rn c`> L 0 v C 0 U C a N a 0 3 C N E V O O !n .00 O N C O O 0 E 0 C N N C O U O d N C Q N D' C �3 0 v 0 0 0 U U O a a L O Y� _T C N 0 U L 0 Y 0 T N D. O Q 0 C O v a N C iV E v 0 a� L U Z F W S U Q O Q 5 12/22/2000 ISSUE FOR PER" 11Tn®r``°'�°a� Q 4 12/21/2000 50 SET 0 Al 3 06/12/99 PRELIMINARY 51D Q 2 07/14/95 51D SET REVIEUJ 1 06/16/99 OWNER REVIEW Rev. No Date Issue History 41 FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 H on 5T0NE5rs&.v0K I I�.� at 5ANFOIRWI�l APARTMENT5 CITY OF 5ANFORD, FLORIDA r"U"NG ELEVATION 24 UNIT5 TYPE I V 1 2 3 4 5 6 1 8 9 Im nz 3659A4.04 fm wx5: 12' =1' -0' LAW Kar: .• , NOTES PANEL C / PANEL A 240/120 V, 1 PH. , 3 100 A, M. L. 0, W, 10KAI C PANEL .8 240/120 V, 1 PH. , 3 100 A, M. L. 0. W. 10KAI C 240/120 V, 1 PH. , 3 125 A, M. L. 0. W, 10KA I C CIRCUIT NUMBER BREAKER SIZE WIRE SLZE DESCRIPTION LOAD CIRCUIT NUMB R BREAKER S"IZE WIRE IZ DESCRIPTION LOAD CIRCUIT NUMBER BREAKER SIZE WIRE SIZE DESCRIPTION LOAD 1-2 20A/1P #12 APPLIANCE CIRCUIT 3000 1=2 20A/1P #12 APPLIANCE CIRCUIT 3000 1-2 20A/1P #12 APPLIANCE CIRCUIT 3000 3 20A/1P #12 BATHROOM CIRCUIT - 3 20A/1P #12 BATHROOM CIRCUIT - 3 20A/IP #12 BATHROOM CIRCUIT - 1200 4 2OA/1P #12 LAUNDRY CIRCUIT 1200 4 20A/1P #12 LAUNDRY CIRCUIT 120Qr2 4 20A/1P #12 LAUNDRY CIRCUIT 5,7 30A/2P #10 DRYER 5000 5,7- 3OA/2P #10 DRYER 5000 5,7 30A/2P #10 DRYER 5000 � 6,8 50A/2P #4 RANGE 8000 6,8 50A/2P #4 RANGE 8000 6,8 50A/2P #4 RANGE 8000 w 9 20A/1P #12 DISHWASHER 1200 9 26 /IP- #12 DISHWASHER 1200 9 20A/1P #12 DISHWASHER 1200 12 REFRIGERATOR 1200 10 20A/1P 412 REFRIGERATOR 1200 10 20A/1P #12 REFRIGERATOR 1200 C 10 20A 1 r- # 11, 13 30A/2P #10 WATER HEATER 4500 11, 13. 30A/2P #10 WATER HEATER 4500 11, 13 30A/2P #10 WATER HEATER 4500 IV � 12 20A/1P #12 DISPOSAL 300 12 20A/1P #12 DISPOSAL 300 12 20A/1P #12 DISPOSAL 300 `+ 14-15 20A/1P #12 SPARE 14-15 20A/1P #12 SPARE 14-15 20A/iP #12 SPARE 60A/2P 16-21 20A/1P #12 GENERAL LIGHTING 2247 16-22 20A/1P #12 GENERAL LIGHTING 2946 16-23 20A/1P #12 GENERAL LIGHTING 3213 _ 749 SQ. FT. X 3 982 SQ. FT. X 3 1071 SQ. FT. X 3 - -/- - - 0 - -/- - - 0 - -/- - - 0 0 0 - -/- - - 0 - - - - 0 -/ - -/- - - 0 _ _/_ 0 - - E � } TOTAL 26647 TOTAL 27346 TOTAL 27613 , 1OKW @ 100%10000 r - -1OKW @ 100% 10000 10KW @ 100% 10000 REMAINDER @`40% 6659 REMAINDER @ 40% 6938 REMAINDER @ 40% 7045 s U LARGER OF HEAT OR A/C 3250 LARGER OF HEAT OR A/C 4875 -LARGER OF HEAT OR A/C 7150 c 22124 20A/2P #12 - A/C @ 100% 23,25 20A/2P #12 - A/C @ 100% 24,26 25A/2P #10 - A/C @ 100% .07 4 11000 HEAT @ 65% T \\. w%< ✓.yam 4'...ue� 23,25 30A/2P #10 5000 HEAT @ 65% 24, 26 40A/2P # 6 7500 HEAT @ 65% . ex, ru/.°��� •'.a/w/v//A�\\\ ..max✓ TOTAL CALCULATED 19909, TOTAL CALCULATED 21813 TOTAL CALCULATED 24195 C � AMPS @ 240 V. 1 PHASE 83.0 AMPS @ 240 V, 1 PHASE 90.9 AMPS @ 240 V, 1 PHASE 100.8 . ' T OTAL CONNECTED 31647 TOTAL CONNECTED 34846 TOTAL CONNECTED 38613 0 0 c ��ww mow. ,✓ •+6 ��4 u.�4y w.4`^^ �I � \'s ,.: a.r.^•..� o�s.ix. r"..! �` /A»r'w'44ro .I" ,y.= Ci '1� I n a R y o c O Y f ta: u a 3RD FLOOR s..:....•" "�a:x! "4...x.h�,.' i�w.riA h^.w � •y \•`w Y,I � •� C . - WIRING FOR FUTURE VISUAL ' DEVICES IN BEDROOMS OF FIRST FLOOR UNITS f ZONE 2 2 HEAT DETECTOR ' ZONE 5 MOUNTED ABOVE FACP 2ND FLOOR 0 MOUNT ON F WP A FRONT OF \ BUILDING FIRE PROTECTION SWITCHES 3 8/29/01 _ FIELD REVISIONS AT 10' AFG FIRE COORDINATE LOCATION WITH _ ALARM TS FS FIRE PROTECTION CONTRACTOR. 2 2/21/00 PERMIT CONTROL ZONE 4 1 2/02/99 ISSUE FOR BID PANEL Rev. No Date Issue History ZONE 1 �/z" CONDUIT TO CLUBHOUSE pp _4 FOR CONNECTION TO DACT. HOUSEAn PANEL 1ST FLOOR 4 FIRERISER DIAGRAM BLDGS. I, I I, III & IV FUGLEBERG KOCH ARCHITECTS .ALARM SCALE: NTS Orlando 1. FIRE ALARM CONTRACTOR SHALL SUBMIT FIRE ALARM PLANS.TO THE 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 BUILDING DEPT. FOR APPROVAL WITH ORIGINAL PERMIT DOCUMENTS. PROVIDE CONDUCTOR TYPES AND SIZES, RACEWAY TYPES., AND SIZES, EQUIPMEN1 1-11ERATURE. 2. ALL COMPONENTS SHALL REFLECT UL FOR FIRE SERVICE USE AND SHALL. BE COMPATIBLE. 3, FIRE ALARM SYSTEM SHALL BE IDENTIFIED AS TO WHETHER THEY ARE ".POWER LIMITED". k I i v J. %ofl%—I 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 2 3 0 0-0 o o ZF31 _R BUILD TYPICAL HOUSE PANEL 'HP' 100A, MLO NEMA-3R TO POWER COMPANY'S TRANSFORMER NTS RISER NOTES: O oho oho oho 010 OIO 1. 120OA/2P MAIN CIRCUIT BREAKER. 2. SURGE PROTECTOR 3. GROUND PER NEC 4. 125A, 240V, 4 JAW METER SOCKET WITH A 2 POLE, 100A BRANCH BREAKER FOR UNITS A & B. 125A BRANCH BREAKER FOR UNIT C. 5. PROVIDE BRANCH BREAKERS AS REQUIRED &.,(-yj..GMT I NO. 6. 80OA/2P MAIN CIRCUIT BRE KER 7.` USE FEE�ER--�F1`�FOR'UNITS" A '& 'B. USE FEEDER F3 FOR UNIT C. 4-- F33 (TYPICAL) NOTES 1 FEEDER SCHEDULE o F AMPACITY MARK C R R ALUMINUM A a 100 F1 3#3, 1#8G, 1" C 3#1, 1#6G, 1-1/2" C s a TENANT L 4 130 ( 135) F3 3#1, 1#6G, 1-1/4" C 3#2/0, 1 #4G, 2" C N PANEL (TYPICAL) � '` 1200-S F31 4 SETS OF 2-350MCM, 1-300MCM, 2-1/2" C 4 SETS OF-2 1--400MCM,IF 800-S F33 3 SETS QF 2-300MCM, �'1-250h1(CM,3-" C 3 SETS OF 2-400MCM, 1 350MCM,.' *...w"" ai. „r ".�A�.' `> � .."e",r `•�'6 a...../' 'oas✓-by4� .y.J�......✓ :.......+..+'.. 4 �".cv.-...' '+....e.t L',,.«..-.�i'. ,r� _."..... ..✓'..,....... - O 0 0 0 ��. NOTE: ALUMINUM CONDUCTORS MAY BE USED AS SHOWN, CI CI © WHERE PERMITTED BY LOCAL AUTHORITIES. .N I tK 3 -= TO POWER COMPANY' S TRANSFORMER 0 O ® � o 0 0 0 HOUSE PANEL' HP' ® 0 lOOA, MLO NEMA-3R 0 0 2 p C] 3 0 0 r-- TO -POWER -COMPANY'S M v- 0 s o- n 0 0 N C N 1 O G D Eli A- W 0 W4 0 IM D I a IJ C. - rr" SEHER�IAL NOTES GENERAL NOIES WATER AND SEWFR 1. FIT4105 MAY BE USED FOR PRESSURE PIPE ALIGNMENT (>V-&1GE5 RATHER THAN DEFLECTING JOINTS AT GENERA.t. iNFORMAHON -THE CONTRACTOR'S OPTION AND WITH NO EXTRA COMPENSATION. 1. BENCHMi%RK FOR CON�IRUCTION HAS bEEN PRO'410L.0 ON SHEET G-11. 2, IN ALL CA$E%', WHERE SANITARY SEWER MAIN5 CROSS UNDER WATER �,iWN5 WITH LESS THAN 18 INGHE5 ES yjfj�RE W41rrA 'Ry SEjypR �ANk OF VERTICAL CLEARANCE, AND IN ALL CAS - m 4S CROSS OVER WATER &IAINS, 2. ALI. LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE SEWER SHALL BE C%4CRUE ENCASED OR DUCTU IRON PIPE FOR' A DISTANCE OF 20 FEET, CENTERED -THE MINIMUM ENGIt,!':_ERING AND CONSTRUCTION STAND �'DS AUOPTED By THE CITY OF SANFORD AND THE FDOT. ON THE POINT OF CROSSING. IN ALL CASES WHERE THE WATER MN OR S*IrrARY SEWER CRO$S'Es THE PLANS, AND 'GON5TRUCTION �ZPEQIFICATIONS. WHERE CONFLICTS OR OMI5SI%JS EXIST', UNDER OR OVER 'THE STORM SEWER MAIN LESS TIRAN 18 INCHES VERTtCAL CLEARANCE, THE WATER MAIN THE CITY OF SANFORD'$ STANDARDS SHALL DICTATE UMLESS 'THE WORK IS PERFORMED WITHIN THE FOOT OR $AIN&RY SEWER "N SHAL� BE CONCRETE E 46 OR 0 1 PE OR 015 NcA. _U(JILE ft� PI F A , TANCE OF 20 RIGHT-OF-WAY WHERE THE FooT sTANDAROS SHALL DiC`TATE. SUBSTITUTIONS AND DEVIATIONS FROM PLANS FEET, CENTERED ON THE POINT OF CROS51140. AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVALL HAS BEEN ISSUED BY THE ENGINEER. A HORIZONTAL SEPARATION OF IU FEET %tALL BE MAINTAINEQ BETWEEN ALL WAIER, STORM AND 3� DURING ALL PHASES OF C0N5rI'RUCrIC1PI. IT SHALL 81F 'THE CONTRACrOR'S RESPONSIBILITY TO PERFORM THE SANITPAY SEWER W-INS. WHERE CONDITIONS 00 NOT PERMIT THE 10 FOOT SEPARATION, THE SEWER IAORK iNGLUUED IN THIS PROJECT WHERE ALL MMERW�5, EQUIPMENT, SERVICES, ETC. USED Oft MAIN hIUST BE LAID IN A SEPARATE TRENCH OR THE SAME TRENCH DIVIOE0 BY A BENT OF UNDIS-runum PROVIi.iL_') COiWORM TO ALL O.S.H.A. REQUIREMENTS. THE CONTRACTOR'S SICNATuRE AFFIXED TO 'THE EARTh, AND ThE SEWER MAIN MUST BE 10 INCHES BELOW THE INVERT OF THE WATER MAIN. IF coNrRACr ACREEMONT WITH THE OWNER IS C%ISIDERCU CERfIFICATION OF CONFORMANCE TO SUCH SEPARATION BETWEEN wATERAL-WE CAN NOT BE " R N'TAINED, THE WATER MAIN MUST BE upGRADED REQUIREMENTS. 'TO OU'71fILE IRON PIPE OR I- NCASED IN CONCRETE UNTIL THE SPECIFIED TRENCHES CAN NOT BE DUG. THE WATER W,.,N mui;T BE upQRAE)E To DUCTILE IRON PIPE. 4. 1.�h,'ITE '3) SETS OF SHOP DRA,ANGS OF ALL MMEP;At ' 5 BLING USED BE SubmilIED 10 THE IGIN'EEER FOR APPROVAL PRI`_�R TO INSTALLATION. * fiECORD DRAWIN,� !,U5_1 BE: sui3mrrTED TO THE arY UNLES�3 6MERI�-�31E SPECIFIED BY JURISDICTIONAL ENTITY OF THE CITY Or- SANFORD, THE AT ME COMPLETION OF THE CON"ITRUCTIOP. REouwEmc?,,IrS A13OVE SHALLI OICTME. 5r ALL MA[Eki'LS Aj,ID CONSTRUC)iOW TO BE IN ACCC'JANGE WITH THE OF SAhI`URD'5 AND FOOT'S 3. ALL Pfioposw WATER LINES SHALL BE LAID WITH A MINIMUM COVEP, OF 36 INCHES ULLOW FiNISHED CONSTRuc,noN SPECIFICATIONS, LAfEST EDITION, UNLE��'_r OTHEI'MISE WAIVED. GRADE, UNLESS %HERWISE INDICATED. 6. I't VALL SL THE RESPONSLBILITr OF THE CONMACTC,1�1 TO ENSURE THm '�il REQUIRLD PERMITS ARE 4. ALL PV�; PIPE SHALL UW? THE APPROVAL SEAL OF THE NATIONAL S;%NjrrA (LON FOUNDATION (NSF) ObrikINED AND IN HAND BEFORE bc-CINNING 44Y CON$','�-,UCTLC1N. NO CON5TRUCTION OR FABRICATION OF FOR POTAIME WATER PIFZ. ANY IfEM SHALL 8-4-J.'AN UNTIL THE CONTmcroR RAS V-:�CEPVED ALL PLN45 AND 44Y OTHER DOCUMENfATI(M FROM ALL OF 'THE PERMITTIN" AND AN,e OTHER REGULATORY AUMORMES. ANY 5, CONTR.ij�\Cr011 SHALL. NOTIr( *ME ENGINEER A MINIMUM OF 48 HOURS PRIOR 'TO HYDROSTATIC TESTING PER" ­ TIES, STOP '14,)RK ORDERS ON ADDITIONAL WORK `,�ESUL'rING FROM THL CONTRAC10i BEING IN iiV-41) DISIN&ECTIGil. NO FIkLAL HYDROSr rATIC TESTING OR DISINFECTING V41LL BE ACCEPTED UNLESS VIOLATION OF THE REQUIREMENTS ABOVE SHALL BE FtRA:( B(MNE BY THE CONTRACTOR. WITNESSE0 BY 'PHE ENt�INECRS REPRESENTATIVE. 7. 'hiE LOCA�iON OL- ALL EXISTINC UTILITIES AND STORM DRA1,NAGE alOINN ON YHE PLANS HAVE BFEn C014RA�,'[OR SHALL VLRI" ALL EXISTING UTILITIES PRIOR To CONS�ff1IjCrfjf_,fL DETERKI;NED �rROM I'HE BEST INFORMATION AVAILABLE AND AF-C GIVEN FOR ThE CONVENIENCE OF THE CONFRACrOR. THE ENGINEER ASSUMES NO RESPONSIB01.irr FOR INACCURACY. PRIOR TO THE START OF THEI-iE StIALL UE NO LEVEL OF INFILTRATION OR EXIFILTRATION, FROM SANI[.4C( SEWER S'(S-011 ANY CONSTRUCTION ACTIVITY IT SHiALL BE THE CONTRACTOR'S RESPONSIBILITY -TO NOTIFY THE VARIOUS AT THE 1IME OV INSPECTiON. ANY EVIDENCE OF LEAKAGE MUST BE CORRECTE.1) PRIOR TO ACCEPTANCE Lffil-fHES A14D TO )rIAKE THE NECESSARY ARRANGEMENT`��, FOR ANY RELOCATION OF THESE LfTILITIES WITH BY THE Cii-Y Ok COUNTY. THE OWNER f_,F THE UTILITY. THE CONTRACTOR SHALL EXERC!SE CAUTION WHEN CROSSING UNDERGROUND UTRAY, WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH ks. HYQRO��fATIC fESTS CONSISTING OF PRESSURE TEST AND LEAKAQE TPs,r SHALL BE CONDUCTED GN ALL INTE�FF_RE wi-TH THE: PROPOSED C`)NSfRUCfION SHALL E31-1 BROUGHT TO THE ATTENTION OF THE ENGINEER F IRSr IT IS THE CONTRACTOR'S RESPONSIBILITY TO INAG'URE UTILITIES ARE RELOCATED IN 4400RW ICE ITH NEVILY-INSTALLEO WATER DISTRIBUTION SYSTEM PRESSURE PIPES 040 WIPURTENANCES. THE TESIS At W SHALL BE IN ACCORDANCE WfrH­THE LATEST PROVISIONS OF ANISIAWWA C600 OR M23 As RF�-PLCTIVE urILI_fY COMPANY STANDARDS. IT IS REOUESTED THAT UTILITY COMPANIES MOVE THEIR APPLICABLE- PAPTICULAR u'rILITIES). ANY DELAY OR INCONVENIENCE CAUSED TO -THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL bE INCIDENTAL 'TO THF COtffRACT AND NO EXTRA COMPE145ATION WILL BE 9. BEr'ORE AN'f PORTION OF WATER DISTRIBUTION SYSTU11 IS TO BE PLACED it). SERVICE I r SHALL BE ALLO'NED. DISINFEQTUO IN ­CCORDANCE WfTH THE REQUIREMENTS OF A.MVA 3rMQ,-'V0 AND F.A.C. 62--6-55,345; AND 11!4' D��iINFLGTIOVI. SHALL BE DEM%1STRATED BY BACTERIOLOGICAL IEST CONDUCTED IN ACCORDANCL 8 A FRECOIN­T�MCIION MEEFiNG 11�'-.' 'TO BE HELD BEI_V,,�.FN fiiE JURI1)D1V,fIONAL DIfITY WIM "ST*,.�)ARD METHODS FOR EXAMMAr"" OF WATER AND WASTEWATCRO FOP THE COLI-AEROCE�,IES UHLIHILS, EN�;�NEER OF RECORD, OR HIS DESIGNMED RE._PRE3F_NrATIVE AND COU1fWTQ1i PRIOR OROUP, 9-r AN 'APPROVED LABORATORY, ACCEPTABLE BY 'THE ENCINEER AND _IHE COUNTY HEALTH TO COMMENCEMENT OF CONS`fRUCTION. DEPARrMENT HAVING JURISDICTION 41D 'THE STATE OF FLORIDA. 9- IHE SEOU'NCE 6F CONSTRUCTION %tALL BE SUCH ALAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, 10. AU. PfIOPOSf�D POLYVINYL CHORIUE (PVC) WATER MAINS OF NOMINA1,_ DIAl"IETER 6 filfiOUGI-i 12 INGtiLS INCLUDING SPRINKLI.R��, SHALL BE PLACED BENEATH Tio�E PAViEMENT AND ITS ED.,IES PRIOR TO THE SHALL 0A WORM -TO AWWA C900/1�904, DR- 18, 150 PSI MINIMUM WORKING PRESSURE. PUSH -ON L,ON'3'IRUCTION OF -THE PAvEMENT. THE PAVEMENT S�v%u_ NOT UE CUT WITHOUT PRIOR APPROVAL OF J0114TS CONFORMING TO ASRA 031-39 AND BLUE IN COLOR. THE INGINEER 10. GUNSTRUtj IiON INSPEGIION WILL BE PROVIDLU BY 'HE CIFY OF SANFORD, THE CONTRACTOR SHALL NOTIFY THE 11. ALL. RVC PIPE CONSTRUCTED DOWNSTREAM OF THE POINT OF SERVICE/F111E DEPARTMENT CONNECTION Ciri AND ENUNEEk AT LEAST 48 HOURS PRIOR TO Bf."_-INNING (-,ONsrRuCTION AND AT LEAST 48 HOURS SHA4 UE UR 14. BEFORE REQUIRING INSPECTION ON EACH AND EVERY P ' AASE OF WORK. THE CONTRACTOR SHALL NOTIFY 'THE CITY AND ENGINEER A MINIMUM OF 4Zi HOURS NOTICE PRIOR TO ANY SCHEDULED TESTING. NO 12. ALL PROPOSED POr(V(NYL CHLORIDE (PVC) WATER MAINS SMALLER IHAN 4 INCHES NOMIN,-AL DIAMETER bp,CTERIOLOGICAL TESTING, PRESSURE TESTING, OR FINAL TESTING WILL UE ACCEPTED UNLES$ WITNESSED BY % E READ D SHALL OE !;CHEVULE dO PVC CONFORMING TO ASTM U1785 WITH SQLVEN*r w LDED OR TH E THE ENGINEER'S REPRESENTATIVE. jows. FIT'I'INO5 SHALL BE SOCKET 'TYPE, SOLVENT WIELDED FOR SCHE.*QV.LrE " Pvc CONFORMINIC, To A I0 1 1. ALL CONIRACrORS, CHY REPRESENTATIVES, AND UPI-IfY COMPANIES ARE RESPONSIBLE FOR THEIR STM D2467 OR THREADED TYPE FOR SCHEDULE 80 PVC CONFORMINO T ASIM D2464. RE,z)PECTIVE SURvEtING AND LAYOUT FROM BENCHMARK PROVIDED ON CON5TRUCTION PLAN5. ANY -13. WAfER SERVKE PIPES OF NOMINAL DIAMETERS I THROUGH 2 INCHE$ NW' BE POLAETHYLDIE IUBING SURVEY MONUMENIArION DISTURBED DURING CONSTRUGHON SHALL 13E REPLACED UPON COMPLETION OF CONFORMING 'TO AWWA CWO 410 AWWA C901- THE WORK BY A REGISTERED LAND SURVEYOR. ]H 0 G 54 1 C E� �HA 12. THE cOwRAcrOR S�IALL BE RESPONSIBLE FOR PREVENTING ANY CONSrRUCIION ACHVITIES FROM rm1m; 14. ALL PROPOS!-D DUCTILE [RUN (ut) WATER MAINS OF NOMINAL DIAMETER 4 - R U H N H ' ' LL PLACE oursw.s: OF THE LIMITS OF CONSTRUCTION SHCAW-4 ON THE PL,*IS. ANY Oil - 91TE OR OFFSIrE CONFC,4A -TO ANSI/AVAIVA A-91-51/C151. CLASS 50, PUSI-I-ON Ok MECHAALCAL JOINTS CONFORMING *TO AREAS DISfUROED -;HALL BE REsrORED TO OPICINAL CONDITION OR BETTER. EpTAN(,E OF A.NSI1A"PAfA A21.-II/C-111, COATED IN ACCORDANCE WITH ANSIM01A A2'.51/051 WHERE BURIED OR 1.3. OFF- SITE �6AD !MPROVEMENT-_� WILL BIE MAINrAINED BY THE C11Y OF SA14FORD UP'jN Exc IHE U11!.!UIES. IN A "ASINQ AND CEHEPIT-ijopa�� LINED IN ACGORD H At IIAWWA A21.4/GI04. A ANCE WIT 4$ 15. Ft.1""INGS ON CIROPQ$ED WATER MAIN3 SHALL BE UQCTILE IRON OR QRAY 'RON CONFORMING viini ANSI1A'VWA A21.10/Cl 10 AND 250 PSI MINIMUM PRZS$URF, RATING OR L)LICTILE IRON COMPACT FITTINCIS IN 14. THE CUNikACTOk SHALL MAINIAIN A CURRIEI SET OF CONSTRUC"TION PLAN�; Ar4D ALL PERMITS ON "THE JOB AC R THROUGH 12 1 CH S. J COROANCE WITH A21.5,3/CI54 FOR NOMINAL DIAMETE 5 4 SITE DURING 1-11- PHASES OF CONSTRUCTION. THE CONTRAC'IOR SHALL PROVIDE TWO (:') SETS (THIS NUMBER SHOIJLD VARY DEPENDING ON THE CITY) OF RECORD DRAWINGS TO THE ENGftER WITHIN TWO (2) Id. AL1 PRQPQS'-D POLYVINYL CHLORIDE (PVC) qRAVIrY SEWER PIPE OF NOMINAL DIAMETER 4 -THROUGH 15 WEEKS AFTER CON51rRUf1`TION HAS COMPLETED ON EACH PHK'--F-. INCHES %%ALL C�'MFORM TO ASTM D3034, $DR-35, I I NTEGRAL 04� , ELAS23TROMERIC CASKET JOINTS CONFORMINIG TO ASTM D3212 AND ASTM F4177 AND QREENr IN COLOR. Fiviocs INSTALLED ON GRAVITY 15. TOPOGRAPHIC CONTOURS SHOWN ON 'THESE PLANS WERE TMEN FROM SURVEY PREPARED BY HAI. SEWEft_'- 440 SEVVICE LATERALS %IALL UE WYE BRANCHES WITH A MIN04ijtj NOMINAL DIAMETER OF 6 INCHES AND MANUFACTUP-ED WITH-SoMME NIATERIAL A$ THE AOJQ1,;,1'4kQ PIPE. '16. ALL PIPE CALL OUTS ARE MEASURED CENTER LINE TO CENTER LINE FOR MANHOLES AND INLETS AND FROM THE END OF THE PIPE FOR MITERED END SECTIONS. 17. ALL PP1OPOSL,.0 SANITARY MAt4HOLES SPALL BE PRE-cAs'r REINFORC­'D COMCRETE hIANHOLES CONFORfAll-IG TO /VSTA (376. ALL SURFACES SHALL HAVE PROTECTIVE EPDXY COAL' �-`,R CC,ATING ygm A MINIMUM TIAICKNL'��I 17. ALL DEW;,�ERING COSTS ASSOCIATED WITH THE INSIALLATION AND coNsrRUCTION OF 'THE UNDERG11OUND OF 16 MIV� FOR INTERIOR SVRFA(;ES AND b MIL5 FOR EXTERIOR SURF�':_'CS. JOININ- MATERIAL 5�IALL BE UTILITIES; STO+JAWATER PIPES AND NV�NHQLES; SANITARY SEWER MAINIS, FORCE MAINS, MANHOLES, AND COLL) 'Olrft��.;IVE PREFORMED GASKETS CONFORMING 'TO FDar ARTICLE CA5'"LNGS FOR WAHOLE FRAMES, S� -I A4'--. CL \SS 30 AND msw-ro H--o LIFT STATIONS, AND STORMWATER VANAQEMENT SYSTEMS SHAL.L. BE INCLUDED AS PART OF THE COVF.fi'-',. A�IJUSTi4ENT RINGS AND OTHIER ITEMS SHALL CONFORM TO A ff, CONSTRUCTION BID COSTS. LOAMN,`�. 18. ALL PIPES SHALL HAVE 3 FEET MINIMUM COVER UNLESS JOTHERWISE SPECIFIED IN PILANIS. CONTRACTOR 18. AU PRESSUI%'7 PIPING MUST mEEr REQUIREMENTS OF THE GOVERNING AGLACY'S SPECIFICATIONS FOR SHALL 'fAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS. LEAJ",­. PkE$SURE TE$41NG. IF THE ACTUAL LEAKAGE EXCEEDS THE A_�..OWM!14 THE CONTRAC'IOP SHALIL 19. PIJOIS AND SPECIFICATIONS REQUIRE THAT COMPACTED 8,1k',KFILL BE PLACED ALONG SIDE OF MID OVER LOCATE THI'E' LE4% AND CORRECT THE YIQPJ< AND REPE THE TEST. ALL UILUTiES. THE ENGINEER MAY REQUIRE THAT COMPACTION TESTS BE TAKEN 'TO VER.IFY 8ACKFILL 19 Pl)/f: PiPE 13 SUBJECT TO PASS A RING DEFLECTION reA' DURING T-E WARRANTY PERIOD. WHEN TESTED COMPACTION. -THE COST OF SUCH COMPACTION TESTS 'NILL BE BORNE IBY THE CONTRACTOR. W11H A GO, NO -- GO MANDRELL, DEFLECTION SHALL NOT EXf"EEU 570 F'."'RCEN'T OF PIPE. 20. UhLITIES WILL E�E PROVIDED N,� FOLLOWS: 20.. ALI- &4,111M�' MANHOLES WITH INVERT DIFFERENCES OF 2' OR GRb'i"'ER �­'.­LALL USE DROP wlv�HO�ES- 21 WA�F_R v,.10 :�EWER CONSTRUCTION 'TO BE IN ACCORDANCE WITH CM OF .-.AN.:'ORD CODE OF ORDINANCE ELECTRIC WILL BE PROVIDED BY FLORIDA POWE', 3c L!"Alf. CHAPf0 2�_. TELEPHONE �WILL BE PROVIDED BY BELL SOUTH. 2.' . BAC K I �LOW PREVENTION DEVICE *fO BE P-,i,PROvED BY 'THE (,11-,Y OF �-ANF(�RD UTILITIES DEPARTMENT WATER WILL BE PROVIDED uY CITY OF SANFORI�� UftlfiES DEPARTMENT. 21. WXfER Mfff.i�. TO BE SUPPLIEC� AND INSTALLED BY THE CIFY WITH (.�DSFS "-:,OR SUCH 'To BE BORNE BY THE Toi�/De�.�% LOPMENT. 'EVIAC1 COL.,�ECTION WILL BE PROVIDED BY CIT OF SANFORD UTILITIES DEPARImLNF. CON f m--; HYDRAiNT AND 'E 'To BE PROVIDED BY CM, OF St,..NFORD 24. co,ifreikcror? To INSTALL WATER PLAIN WITH NO HIOH POINTS ISQLAF�' OE"NEEN THE FIRE �,.)LID %0,'A�;rK SERVIc ItIE P(.NT OF ("'C.ANECTION. 21. PROVIDE TEmPoRARY FENCE DETW­.1i_..N Af.h� BUILDINGS kVID PARKIN(; AREAS OCCUPIED B( 25. WA1'ER MAINS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA STA0OARP'_,.',. Al THE PU13LIC (C.O.V, AND THE CONSTRUCTION ACfIVITIE._. 6. ACI'UA, Fffl�': CONDITIONS ENCOUNTERED DURING COPI�3TRUCI710N OF *WArF.';-' MAINS MAY RFOULFE THE Fij5fAt_u1jI( , oi- WurfIONAL BLUN-OFF VALVES. BLOW -OFF VALVES Sk'ALL BE INSTALLED AT AL�_ SIG`NlFi� Ptm: -HIC, PQINT�i IN THE INATER WQN. 1�7 1'0' 0.'v,:'I.C­:ER SHA'1. GONSrf,?tiC*r RECLAIMED WATER Disrntbunotv, -­ACIL`jES -TO THE PROPO,';ED A"',) To U01 AND TkACT W11HIN -SAID OEVEU'PMENT I I-jL 8L ��L OUT , dN6 IF- NECE�,�ARY IESHNG 10 Ai5URE IHAf rhL HAS UEEN At H01ED ON THE SU�`:?ADI_ BASE. AND ALL OTHER PfilffINENT AKMS L� �HAU- ",36*, ALL COS11; A-5SOCIATED WIM TESTING AND FVL.L( IRRIGA fjoN SySlFkl, IJTIL171NG RECLAIMED WATE-R. SV\LL. fl�,*7 INSTALLED BY THE DEVELOPER THAT HAVE BEEN C,-1!JPLEfED. rK7 cu,,,�imAmR L I i r. jjE,;f,,,C -APiN '0JOING 'iE0 S, TREES, AND REASSE kEA R OF THE ��REAS AND SFV�LL PROVIDE ME AJ40, THE CN(�ii,,LER MTH C01,PIES OF THE A\ .) As ru -CV- 1 1`07-Al. "OVERAG!7 FOR ALL LAND!IQ IG, INC 0 A S, GE.R1tFIC,;VfION OF ` )MPACTION FROM 1HE TESTING CO),,""ANY. FOR TI,114 I 4,1,'A�i ED DLv@..:6p1war 1m) EACH LOf �,,NU TRAC-r, THEREIN. 2. if IS THE ::0,41K�,,CTOR'S RESPON51BILITY TO UETERI mE EXiSTING SITE covjoirtoNs (,F SOIL PRIOR TO (,;.LCQLAr10NS I 'ift -C '.ED 'AAA. -I (QPU) - (AJG' CPO/ZONE) (RUNTIMIr.- hfIN/V0.`K)(1 W, QA(S) (# OC THE Ar",:' RL LA�U, 0 DL7_RMIN'_ IF ANY OFF '�,,TE MAT�RIAL.S WILL 1,1�ED `Q BE IMPQR`TED TO ACH'ZVE: ,01 'E FLOW PER ZONE - �a QPM AND 28 1 -)NES _A i'j�i(A'�, et ON (HE "LANS, *j AVERAQ ReCtAtj, eD �tJATL� R (CM (68 CPO/ZUNE) (484 m0,I/WEEK).. I WEEK/7 L)A� 3 ZONES) 22, 4 D 13Y ERU O�L 3. Ad EXCES f;Ll FROM �AIE SHALL BE 51`V�KPILEU :3Y THF CONfVACTOR, IN A LOCATION DETERMNED THE OWINER C i THi OWNER;,� REP-,��'ESENTATIVE AND TF�L: EN(;,.1EER- m o/',J) �.;mm 1'0 27 ERU 4. C'_LAR ARE -.5 IN' !CATEID SHALL `31E COMPLETELY CLE,�R OF ALL TIMBER, BRUSd. srumPS, ROOTS, CRN55, 64 1.ji,ij,rs 48 ERU INEEDS, RUBS ,H, AD ALL OTHER DEBRIS AND O8SfRI, �LQNS ReSTING ON OR PROfft-L)ING THROUGH '[HE 12 (3/�?) 4,111S '12 ERU SURFACE OF AE (­�OUND- rc 4, 67 ERU 5. PkIoR fO iu lelf-r-PARATION, TFoz:" CONTRACTOR MUS' DECC"AE FA�JILVR WITH THE OVEFW.L SITE c WM E R - 1S! 0()Of;P0/ERU) `%800 PD CONDITIONS i :,) P", "FORM ADDIT10ii-AL INVESTIGATIONS NECESSARY 'TO JNOERI�TAND WASYEW'ATE Ei _27OGPD/ERU) 23,490 GPD - fl�IE UbAff ANI. DEP_�il OF EXPEGTE�,_) OR0441C SILT PE1% ARE/-J, AQEQUACY OF ExiSfING MATERIAL'S AS IAIA"EWATER -10 PE DISPO��-D RECLA96i U-1.' �_8� ;PD (97% OF V� DEVIATEP-,10 R�-QUIREMFNTS, ClEAN FILL REQUIRE�� FROM OFFSITE, AND MAfERIALS p (�F, ('�FSITE, t,.L Of WHICH v4ILL AvFEe'r cONSTRUCTIOtIr (11OS1. AN`Y DELAY, INCONVENIENCE, OR EXPENSE ,IV,r,:,' C,-­�St.D TO Ti i CO3IfRACI'OR DUE TO INADEQUATE . 00ATION OF EXtsfltjo CQNDITIQNS SH&L 89 ivic:001fAL TIr CO-,,jfRACT, AND No EXTRA COMPENSA 1,­,�j It �0 161i'LL BE ALLO'#E . 4T 1 (X'AT C I) ,,Q. THE MATER TO BF ENCO1 AERE,,) DURING CON�';TRUCTION MAY REQ�­PcE DRYING PRIOR TO 0$E AS DACKFIU,, 440 THE COMR.-�kCTOR ,fA'( i-.,�Ivi: 'To IMPOKI MATERIALS, Xf NO i_ArRA QOSI, FROM OFFsirE 'To MEET *IE REQUiREMEN'llt, FvR COMPACTION AND PROPER FILL. -1: - Cfri` OF Siv-11FORD. 6, S;TE SliALL COMPLY W'4TH THE LDC FOR ALL LUMINARIE.3 S-11kt- BE HIGH PPIESSURE SODIUM VA R , 1-LOSED AND PHOTO EL&';TRI(', CONTIROLED. 70 w/5800 Ulm�N �31ERVICE SHALL BE CONNEMEU AN 3UPF'OIDD. Pu:�ES !�HALL 3E PLACED FEET IAMIMUM FROM 1HE CE �_T (;UR8- Mor 27, 2U010 5:11p� 44- 44*, 'A A 4" Z4 A, Ar elk hyd(oqeofc,�ji_91.5, svveyors 3 K" E IRK R"T BO N R LF 0 1 fL�AST PINE SU'lf SUITIE 1000 of-'JuAlf)(�, 1-1 3280, X (�',V) 839--3790 A I4,z A U-0 r�iFPHQNE (407) 839­5955 N �,R)� Ff ORW Olvi,ER U1ILLTY INFORMATION 1. THE f_':0IIITRACTOR SHALL PROTECT ALL UTILJTIES AND OMER IMPROVEMENTS SHOWN ON THESE PLANS 010 AL! - 01�iER UTILITIES AND OTHER IMPROVEMENTS N(Yr SHOWN. THE CONTRACTOR !�HALL BE RESPONSIBLE FOR ALL REPAIRS OF UTILITIES AND OTHER IMPROVEMENTS DAMAGED DURING CONSTRUCTION AS DIRECTED BY fHE_ ENGINEER, AT NO ADDITIONAL COST TO THE OWNER, AND SHALL MAINTAIN SOFFICIEmr PROTECTION TO ALL UTILITIES REQUIRED 'To PROT[-.,c,r THEM FROM DAMAGE AND TO PROTECT THE PUQLIC DURING CONSTROCTION. 2. 'THE qoNTRAcTOR SHALL NOTIFY A-L UTILIrY COMPANIES WHICH MAY I -LAVE THEIR UTILITIES WITHIN 'THE Co�,,,.�`TRU('JION AREAS TO LOCATE THEIR FACILITIES IN THE FIELD FORTY -Ow (46) HOURS PRIOR TO BEOINNI,16 CONSTRUC rION. 3. UUCIII-E IRON PIPE SHALL BE ENCASED IN PQUf-rTHYLENE 1WENTY-FIVE (25) FEET ON EACH SIDE OF ANY PERPENDiCULAR CROSSINQ OF METALLIC GAS MAINS OR ANY OTHER CATHODICAQ.-Y PROTECTED PIPELINE AND FOR ALL LOCATIONS PARALLEL 70 AND WITHIN TEN FEET OF ANY METALLIC GAS hIAINS OR ANY OTHER CAP400iCALI:f PROTECTED PIPE AND *THROUGH 'THE AREA OF 114FLUENCE OF AN'( CATHQUIC PROTEC71ON ANODE �.JED 4. 0,14APTER 553 -- 851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTIUCIES A MINIMUM OF T`W0 (2) WO%INC PRIOR TO EXCAVATING. THE DRAWINO� SHO*�,V ONLY THE AP,'-ROXIMATE LOCATION OF GAS MAIN-3 AND DO NOT SHOW SERVICE LINES. ER,�610N GONFROL AND SEDIMEMATIOft 1, THE �_'M,ITRACTOR MUST INSTALL A,,,ID MAINrAIN CWkSS, 5EED AND MULCH, OR SOD ON EXPOSED SLOPE,, '4161N -4j HOURS OF COMPLETED FINAL ORADE$, AND AT ANY OTHER TIME AS NECESWY '�O PREVENT E,R_'610N� 13FDIME9TAkON Oil 'TURBID OiSCHAROFS To ANY DOWI,45�TREAM WATER QOQY, WETUOID, OR oF,',;,ijTE PROPERTY. SOI)DING ON SLOPES 3:1 AND STEEPER SHALL BE STAj<ED. -C*rOf -31-0,LL BE RESPONSIBLE FOR THE PROJECT COMP'LYING WITH APPLICABLE-E STATE wATER ]HE ,.'�JNTRA U(jA�.3_11Y "ANDARDS I�URINC CONSTRUCTION A5 SPECIFIED IN 'THE PERMITS. ALI. WATER Ahl�) WIND EROSION '!,r;ALL BE N�INIMIZED AS DEFINED IN THE SPECIFICATIONS AND PERMITS. Tk_:,.sPEe,r1-ATioNs PR,,,IYIUF-. ',ANLY A REQUIREMEAr FOR EROSION AND SEDIMENTMION CONTROL, IT IS v'HE RESPC��`4'S�.13ILITY TO IMPLEMENT CONTROL MEKSURES NOT SHOWN IN, SPECIFicmioha ALL i,1,-.,0CIArEO Iw,rH TURBIDITY CONTROL AND SFUIMEN'r STABILIZATIott SHALL BE UIORtIC Lj'( THE CO. I fRA�­,'OR. 3, ?HE I iNfRACTOR, xr HIS ovai Ex�.�IENSE, SHALL ALSO OPERATE iOJD MAINTNN ERC,;ION -mu SEDIMENT CONTROL OLVICES ANi) 5TRUCTURES IN ACCORDANCE WITH THE REGULATIONS SET FOR'H IN ME NATIONAL POLLUIION DISCHARGE ELIMINATION SYSTEM (f-,IPDES) AS SHOWN IN THE SfORmWATER .:)OLLU"ION PREVENTION PLAN (SviP3) FOR THis irrE. 4. HF �")NrRACTOR SHALL SEED AND MULCH ALL AREAS DISTURBED BY CONSTRI)CrION UN� ESS SODDING. OR (�fhlb� MORE READILY EFFECTIVE SrA_91MMION PRACTICES ARE SPECIFIED ON T+IE PLAN�. ':AF TAKE All MEASUfN�5 TO CONTROL TURBIDITY ;NCLUI-NG, BUT NOT Llk�� 1,­D 'THE INSTALLATION OF TUk8IOfT`Y QARRIT.�T5 AT A,11- LOCjkfiv-i1',, -i, I� OF 5 THE 13ECEIVINQ WATER BODY EXISTS DUE TO 'f9E P`�OPOSED WQRI�-. fw� iSP(h4lilrG SUSPENDED SOUDS BARRIERS musr BE NiAINTA!NED AT ALI, LO�ARQHS UNTIL CONSTRUCTiON I$ �OMF­.,ETEO AND SOIL AREkS ARE STA81L140. THE CONTFV%CTOR SHALL ALSO BE RESPONSt-JLE Flt REMOVING TIC BAPP�t_-RS. AT NO, 71ME SHALL 'I'MERE BE Ore OFFSIJr_ DISCHARGE WHICH VIOLATE5 TH--.- WATER OLl'.1.11Y ':)I'AN�DARDS 1�4 CMPTER$ 62-302 AND 62--4, FLORIDA ADMINISTRATIVE CODE. SITE DNfA GROSS ACR6,4GE 24.81 AC (LAND AND WArf R) 7.92 AC DEVELOPMEIlT '10TAL VO, OF 7 (4 APARTMENT 81.10INCS, I POOL HOUSE, 1 4.E -44c Oc'FICE) PRO1�1"'!&ED SyRuclu�`�Es TO','AL SUE A'Z�_ 3 A"*"- �,)UAFACE A�`lFA 0,00 t,,' 0% _R1110"S ';URFACE' A!"SA 8.33 100% 'ST T 144 Agi'EA a,33 A' 100% �RVICX,l i �.URFACE' AREA 4�47 A') $411 10� �;5 " RFACE At','Ek 3.06 Az` 4(�Z 'RY' -1.1 Iu PFO� P0.KINQ 2 PER UNIT -,. '112 4 2 224 SPACES 2 HANViCAFIPED PJAKIN-0 loi-To 4005PACES 8 ZiPACIE 11, %CENT ZQN-MO Mfla DEI�.' i fy 1121,!4.LI 4.5 DENSITY Nt! ULN­� Y i12/��.33 13-4 DE;LSITY 0 tA On (0)[0) La 1\ A. N IJ A V 0 i" ILA' 10/ sn 140.- vivo. No.'-T TIME 1 — COVER SHEET 2 0-1 LOCATION MAP. GENERAL. NOTES, AlqD DRAWING INDEX 3 0-2 EXIS'nNG CONDMONS, BOUNDARY AND TOPOGRAPHY, AND EROSION CONTROL PLAN 4 C-11 SITE PLAI`1 5 C-2 GRADING MID PAVING PLAN (1) 6 C-3 GRADING AND PAVING PLAN (2) 7 C-4 GRADING AND PAIANG PLAN (3) 8 C-5 GEOMETRY PLAN (1) 9 0-6 GEOMETRY PLAN (2) 10 C-7 U'TI1frY PLAN (1) 11 C-8 Ui'IUTY PLAN (2) PAVING AND GRAiDING DETAILS F_ 12 D-1 .113 D-2 WATER AND SCvVFR DETAILS 14 D-3 WATER MID SEViLR DETAILS 15 D-3A WMER AND SEW"LR DETAILS DRAINAGE DEFAILS' 16 D-4 17 L— 1 W-ID SCAPE PU11) UNDSCAPE PLAN 18 L-2 19 L._3 LANDSCAPE PLAf, 20 U-1 WMER DETAILS 21 U-2 WATER DEUNLS 22 U-3 WATER DETAILS HAP LECAL DESCRIPTION: RACT "C", PLACID LAKE A .', RE-_'ORDED IN PL.A:1 BOOK 43 `AG�, 5 TFiR00i,31-1 10 01,17 TFIE PUBLIC RECORD5 OF SEMINOLIE COIJNT`�, FL.OiIDA. 1. OWNER: OWNER OF 'RECORD: R C N11 PARTMENT INVESTMuiT /.',.ND �',,,1AN;k0EMEN'f MMPANY 2180 WEST 111GFWAY 434 �,AUITE 6116 :,ONGWOOD, FL0;`0.)A 32779 662-72/- ­Nr _;c 'QL 2. ENCINEER OF RECORD: �-IART��,,IAN ASI-n-)CIAT'ES -!01 PINE ST., SUITE 1000 ," RLANDO, FL Ye`�,'301 J ,�407)) 839-3951,1,, "UGL)'--0ERG KOC,­I ARCHTECTS _..555 TEMPLE Ti,,'AIL _ORIDA 32789 ,141NTER PARK, F �'407` 629-059115 3. �,LOOD ZONE: COMAMP( PANEL NUMBER 121117CC',-45 E DATE[) APRIL 199": W"MU-4" �ZL Aa2Q DES ��.4,QZ4 �NED Y Ij1f_%1w DATE 6/9 St -,LE DRA N 6/9 N.T.!" RKC I R EV� ED PER CI Y C 4A�-riENT"'. REV6101 V13F6 _71 CHEf r' DNIf 'HE Qc I �'ILE KED DPROVAL 244031,11'S 6/9 6/9 51, A, �T � r- c RKC LLJ Vk A 4t,4v 4t,\' 'C4 -Alt PROPu - I-- _ i I r FASI_K'0 _—A 10" PINE 'f'j4AATV'wAAW & ASS OCIATL6 , WX. 5ufvcyu1:, ,01 L,{ PiNL EMU[ — SUITE 11juO 1L[4Pli0NL (407) 839-3955 - 1A,, (40!) 839-- 5 /J0 _E 4TRY & OU R E V. P L R G;&J DWARD HSE T ki-ViSED PUR COIST REDUMiON PER CLIEN f,:- REVISED PER CITY COMMENTS % tlJ -) _0 I I, 0111it"I k4U/) b_­J -.R CITY Wtvi'?AENTS Jj 10 19 9 RI'ViSEt) K 0; , VFE REVISIONS ­.4� . ---------- '12) IYU, re to V PARK11"N'G METAIL DETAIL N.T.$ V�4 Rwjuri�;k K cciJw, P.E. BY DATE { uj P.E. No. '510', .FL 98 —244,03 201 EuA pino Stfowt GAG RKC Oflpjj,,du Florida 3280' SCALE BY DATE P L1_ 4 'L'-* RA JRW RK,, tea. 5 1 JIRW R K C; E(.'�,,LD J R W R I REVISED (_J-IEC-(ED, DAIS A s H i_:'l 01 City of Sonford Model Cedes in effect: Standard Building Code 1997 ed. Standard Plumbing Code 1997 ed. Standard Mechanical Code 1997 ed. National Electrical Code 1996 ed. See City Code AMENDMENTS FL. Accessibility Codes 1997 FL. Energy Code 1997 SANFORD BUILDING [DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED 'rO SE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES. 1, r% UA N J T '_3 v1 E R DA F I I HoU.M. Aar G4. 2Ub1 - 11 r,F j i I 4 Y nr .., \ ASSOCIATES, C. engineers, : hydrogeologists, surveyors & management consultants 201 ET PINE STREET - SUITE 1000 - ORLANDO, FL 32801 TEL PHONE (407) 839-3955 - FAX (407) 839-3790 'Aw U d NAIL I N SA� AIRPORT BOULEVARD 'r-ACE OF 10" PINE ,E LEVL 4$-. Q42 THESESANFORD 8UILOING Dc^PT, CCZP pLglyS ARE REVIEWED ACCEPTED SITE PLAN FOR PE AND COND CONSTRUED RMIT_ A PERMIT ISSUEALL TO I OVALLY FUGLEBERG KoCH D BE: /� LSCEN$E TO PROC I WITH ARCHI'rt-',7DR NOOR ASAUrHOR1TY TO IOLWIT Drl and o F THE TFCHVICAL COfy DEST ASIDE rN ISSUANCE OF A PPRE OEPT FROM THEREgFTIER THE F SF n '!N"EBROOK APARTMENTS 2555 Temple Trait, Winter Park, FI. 32789 RE,ENT �71ON OF ERRORS ON THE PLA StRCQNST (407) vL�" ���� IOLATIONS IL 44d�P RREC• CTION OF THE CODE":; Z� .s.- 2" 1.5" 1-1 /2" STAINLESS STEEL EYE BOLT ASPHALT PAVEMENT BASE SUB GRADE 3000 PSI CONCRETE 1 /2" STAINLESS STEEL NU"f i� RV PARKING Di DETAIL ci 4 3/01 REV. PER GATE ENTRY & GUARD HOUSE GAG RKC 3 3/00 REVISED PER COST REDUCTION PER CLIENT JRW RKC 2 1 2/99 CITY COMMENTS REVISED PER C OMME . JRW R KC /] ! 10 99 DATE 1 REVISED PER CITY COMMENTS REVISIONS JRW REVISED . RKC I CHECKED M 11. I� ;r Roderick K:_.Cashui, P.E:, BY DATE : P:E. No: 418s, FL-' _ __-- �5--24.0.'� 201_•ia$t Pins ,ritFeat IESiGNED JRW 5-98 :F3rWf)4 i, Florida 3230.- :Egmw- i. � w:> 51�,i k (k`iA,W N - 1 R W 5- 9 8 SCALE • k ,- G�iECKED IRKC 5-98 _ C APPROVAL `FILE: RKC L DATES ^z �' 98�-2 E 1.0.,, z.14SITE.Jw�a SHEET•, OF w c m F H NOTE: THIS SITE PLAN IS PROVIDED ONLY FOR THE INTENT AND PURPOSE OF INDICATING NODES AND PIPES LENGTHS REQUIRED FOR FIRE SPRINKLER HYDRAULIC CALCULATIONS, WATER SUPPLY AND FIRE HYDRANT FLOW TESTING. WATER DISTRIBUTION PIPING AND COMPONENTS INDICATED ON THIS SHEET SHALL BE PROVIDED UNDER CIVIL SCOPE OF WORK. FLOW TEST: PROVIDED BY : SANFORD FIRE DEPT. LOCATION : INTERSECTION OF AIRPORT BLVD. AND LAKE PLACID ROAD. DATE TAKEN : 06/18/99 DATE PROVIDED : 06/22/99 STATIC = 65.0 PSI RESIDUAL = 58.0 PSI FLOW = 1205 GPM REMARKS : ? A R OR ROU �----EX WM 12'— EXISTING FIRE HYDRANT --- - i 4 D iz��60!wmh i WIL "Ji 8" CPVC -- — - — - — - — — - — - — - SITE -MAIN BY SITE CNTR) r lq* 4" GATE VALVE WITH YARD BOX BY SITE'CONTRACTOR 4- X 4- X 2- TEE BY SITE CONTRACTOR c\1 IA" CHECK VALVE Y — - — - — - — - — - — ---- ) �--®4" SERVICE LINE BY SITE CONTRACTOR U�m 2" DOMESTIC WATER BY PLBG. CONTRACTOR, DOMESTIC WATER DEMAND ADDED FOR HYD— RAULIC CALCULATIONS. POINT OF SERVICE WHERE THE FIRE PROTECTION CONTRACTOR STARTS 9 E TINUATION I CE DETA I L_ 'IRE HYDRANT TYPICAL) A FOR ALL FIRE PROTECTION PIPING J INSIDE THE BUILDING, SEE SHEET F2.01 f3l OPOINT OF SERVICE FOR FIRE PROTECTION SEE DETAIL ON THIS SHEET. OREMOTE RESIDENTIAL FDC TO BE 40'-0" FROM BUILDINGS, TO BE LOCATED BY THE CIVIL ENGINEER. Ci c ya Sr Ks It E A A A 2 12/21/00 PERMIT 1 12/02/99 ISSUE FOR BID Rev. No Date Issue History 1 AS 6"Immm, FUGLEBERG KoCH ARCHITECTS Orlando 2555 Temple Trd, Whr Park FL 3ZM (407) 6Y -4= f �7 11Q11 11 5TONEBNV�^ 11 at 5ANFOrw0l�' WMNOLE CM1Y, FLORDA PROTECTION 51TE PLAN �OT;vflm ✓ — � 1 (� J IIV A C ire TIP: � zoua � v,ioz v � lo 4 ATIO PATIO...,..,„,� `E ¢ PATIOS PATIO5 µ OP ° 4 N/S E €' '' 4 N/S << j P q> /€ r%/ /Wn�(6e� ...,w4 / 6 y �3 E �".�''�' q f; . ''' G/.wr.,rr...,y/�i j / # .::•,rrw �j € ' •'w�'" w� f < > y� '.j/ / r sue,.,,,z q 5 +.i'�.1 1 /„ ...c>.,v, .o✓ �,o �J J /, !i t.,mI"�„fL,... ,y ' / i / ' svi/...- € 't £j v i f g _ f r � / Hw� $ f ..nm.n- +ta'!/,:U//.Y.Gw.U//H/Jw`./bfCBl9nUJJL%XC4J/lilH,"..,.„...rT`5�'YJ//J9 .,.. 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BOR2a' UILDING T�FE 11 - 15T2ND3tTn1;0` FLR - FirrntdE PRV T CTION PLAN - kale: us' = P-0' G N ' ° 14 10 PLAN NOTES A OVERTICAL PIPE CONECTING iST,2ND AND 3RD FLOORS. SEE PLAN FOR SIZES. 2 >REFER TO SHEET FS-1 FOR SITE MAIN PIPING AND SIZES. wr O3 SEE SHEET F6.01 FOR RISER DETAILS. r O SPRINKLERS NOT NEEDED IN ACCORDANCE WITH NFPA-13R. OUNIT " C" ON 1ST AND 2ND FLOORS ONLY. SEE SHEET F3.02 FOR UNIT PLAN. 6 1V4" MAIN ON FIRST FLOOR ONLY. O7 DOMESTIC DEMAND FOR THIS BUILDING TYPE IS 46 gpm. f.. z� f 1 C Y 1 h , %J 211 Ds;3 V Al zn ;a •�s s# P ?f2 f'. rp v"a» 3 u NOTES PLAN NOTES A G E F G 1 2 3 4 5 6 i 8 9 10 '4 < VERTICAL PIPE CONECTING 1ST,2ND AND 3RD FLOORS. SEE PLAN FOR SIZES. 02 REFER TO SHEET FS-1 FOR F; r9.. SITE MAIN PIPING AND SIZES. 03 SEE SHEET F6.01 FOR RISER DETAILS. = OSPRINKLERS NOT NEEDED IN ACCORDANCE WITH NFPA®13R. jp OUNIT " C" ON 1ST AND 2ND FLOORS ONLY. 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O3 SEE SHEET F6.01 FOR RISER DETAILS. y 44 SPRINKLERS NOT NEEDED IN ACCORDANCE WITH NFPA-13R. �5 1V4" MAIN ON FIRST FLOOR ONLY. -,9 ODOMESTIC DEMAND FOR THIS BUILDING TYPE IS 89 gpm. n ui i �S S 'j L c H rx y Y�9 e' •f�M 9 c: ; 'za az ,y f� A zS Y" �z f� !vj vj s,^ 3 rl, Ile �: .,.. 5TONEBROOK 11 1. at 5ANFOIR"[0), .. N .. . SEMNOLE 110M M,, NTT . „' BUILDING TYPE IV 15T 2013R""` FLR F2.04 FIRE PRO?. PLAN 1 2 3 4 5 6 1� a v A MOST REMOTE AREA — ' THIS AREA IS DESIGN, 14.0 GPM AT 21.8 PS COVERAGE PER SPRINKI THIS AREA IS 78.1 GI AT BASE OF RISER (RI MOST REMOTE AREA — THIS AREA IS DESIGN. 10.5 GPM AT 12.3 PS COVERAGE PER SPRINK THIS AREA IS 93.6 G AT BASE OF RISER (R C D E F C. �■ NOTES PLAN NOTES �1 TYPICAL UNIT LAYOUT FOR ALL BUILDING TYPES. OSEE FLOOR PLANS FOR CONTINUATION. OSPRINKLERS NOT NEEDED IN ACCORDANCE WITH NFPA-13R. 4 ",1 7= Wm t 5T0NEf3Nvv I I at 5ANFOR) t TM... I UNIT5 A 4 E3 FlKt: PROTECTION PLAN5 2 3 z ma 99ID89P31 Ptcrec.Y." (2"=POu wm o - a C E F G O 1 2 3 4 5 6 8 9 10 A PLAN NOTES TYPICAL UNIT LAYOUT FOR ALL BUILDING TYPES. 02 SEE FLOOR PLANS FOR CONTINUATION. SPRINKLERS NOT NEEDED IN ACCORDANCE WITH NFPA-13R. 0 ram 0 0M v r or ♦ • �.~ �` ji jil„ Me : - L 0■ Am F ONE H I � a � � < z m coo eh <. , ® v � z 0 v � v � z —� GALV m TO SYSTEM 1W CPVC 13A" RESIDENTIAL SINGLE FIRE DEPARTMENT CONNECTION WITH IIA" BRASS PLUG AND PLATE W/ LETTERING STATING "FDC" POUR CONCRETE PAD TO SUPPORT F.D.C. d INSTALL 1/2" BRASS BALL DRIP IN ®BED OF CRUSHED STONE 1lh" "CENTRAL" F 18 SOFT 13h" X 11h X I W" Ga l v. Red. Tee -Caps SEAT SWING CHECK VALVE. TYPICAL BUILDING FDC DETAIL SCALE: N. T. S. NOTES: 1) ALL EXPOSED PIPING TO BE PAINTED RED BY THIS CONTRACTOR. 2) ALL UNDERGROUND STEEL PIPE SHALL BE COATED WITH A BITUMINOUS COATING AND WRAPPED. 3) VERIFY ACCEPTABLE FDC LOCATION WITH JOB SUPERINTENDENT AND LOCAL 'AHJ' . OWENS—CORNING (R-30) INSULATION TO FULLY COVER THE FIRE PROTECTION SYSTEM IN ATTIC -� SPRINKLER DROP PIPE TEE---,. I a SPRINKLER BRANCH LINE SPRINKLER DROP PIPE /: . �--SPRINKLER HEAD JOIST FINISHED CEILING OCCUPIED CONDITIONED SPACE PIPING INSULATION DETAIL SCALE: NTS SITE MAIN - (BY SITE CNTR) e �- _ - _ _ _ _ - -- 4" SERVICE LINE BY SITE CONTRACTOR d- 4" GATE VALVE WITH ' YARD BOX BY SITE CONTRACTOR ---- 2" DOMESTIC WATER I BY PLBG. CONTRACTOR 4" X 4" X 2" TEE I BY SITE CONTRACTOR I POINT OF SERVICE WHERE I V THE FIRE PROTECTION cv i U CONTRACTOR STARTS 1W CHECK VALVE 1 1 Ihn 1 I CPVC] I I I Jh" F. D. C. I FEED TO BUILDING:SEE FLOOR PLANS FOR CONTINUATION POINT OF SERVICE DETAIL SCALE: N. T. 5. TO SYSTEM �1 CENTRAL RESIDENTIAL RISER I MANIFOLD WITH 1W FLOW SWITCH, V4" GAUGE, AND 1" DRAIN VALVE. 0 �__ IIA" WILKINS MODEL 950XLOSY w� ! ° �ww�., m m!v<�A�n 4 g � DOUBLE CHECK VALVE ASSEMBLY a 8 I O OS & Y GATE VALVE E s WITH TAMPER SWITCH. ® ® 1 s ( WIRED BY THE E. C. ) I I9 8 HYDRAULIC PLACARD AND EMERGENCY/SERVICE 3 I INFORMATION. 3 f OTRANSITION FROM 2" TO IW. �6 1" CPVC FEMALE ADAPTER. OOUT WALL 1" CPVC WITH 1" CPVC 3 ° ° 45' WITH ixlh* MALE ADAPTER , 6 3 WITH On ORIFICE SAWN SPRINKLER. i (INSPECTOR'S TEST IN ACCORDANCE WITH NFPA 13R, ) t 4u mv< ri. rt ouw rr.ttww� 3 _ O SPARE HEAD CABINET I 7 I WITH HEAD WRENCHES. € " O9 48"HIGH x 18" WIDE ACCESS DOOR, WALL STUD COLOR TO MATCH EXTERIOR FINISH { 5 SLAB a U U U TO FDC y I'An CPVC TYPICAL BUILDING RISER SCALE: NTS TO SUPPLY Y 2" CPVC BOTTOM OF WOOD JOIST Ole oo CPVC FIRE SPRINKLER LINE (3/4" - 2" ) #12x 1 V4" HARDENED HEX HEAD SELF PIPE STRAP TOLCO THREADING SCREW 2x4 WOOD STUD -- TOLCO #24 #12xIV4"HARDENED PIPE STRAP HEX HEAD SELF CPVC FIRE SPRINKLER THREADING SCREW LINE (3/4" - 2") CPVC FIRE SPRINKLER LINE (3/4" - 2") 2x4 WOOD STUD ji #12x 13�4" HARDENED TOLCO #22 jj''' ' HEX HEAD SELF PIPE STRAP THREADING SCREW TYPICAL PIPE HANGER DETAILS SCALE: NTS WOOD BEAM THRU-BOLT IN ACCORDANCE WITH NFPA TABLE ABOVE.--"'_'� LOCK WASHER HEX NUT ALL THREAD ROD — PIPE HANGER RING UL/FM APPROVED FIRE SPRINKLER PIPING--ti NOTE: THE SIZE BOLT OR LAG (COACH) ROD OR FLANGE ON THE SIDE OF THE BEAM SHALL NOT BE LESS THAN SPECIFIED IN THE TABLE ABOVE. WOOD HANGER DETAIL NTS HANGER SPACING FOR CPVC PIPING NOMINAL PIPE SIZE MAX SPA ING INCHES FEET 3/4" 5lh 1" 6 1 V4" 6 Jh 1 %" 7 2" 8 21A" 9 3" 10 MINIMUM BOLT OR LAG SCREW SIZING TABLE SIZE OF SIZE OF BOLT OR LENGTH OF LAG SCREW PIPE LAG SCREW USED WITH WOOD BEAMS 1-2" %3P 2 Aw 2"--6" lhw 3" _ ----- DROP N I PPLE -,,-REDUCER ESCUTCHEON L CEILING �-SPRINKLER "'� PENDENT DEFLECTOR RECESSED TYPE ESCUTCHEON SCALE: N. T. S. 1 1 1 1 1 i 2 3 GENERAL NOTES A. ALL DESIGN, INSTALLATION AND MATERIALS SHALL MEET THE 1997 EDITIONS OF NFPA CODES AND ALL RELATED CODES UTILIZED BY THE AUTHORITY HAVING JURISDICTION. B.NOTIFY THE ARCHITECT AND ENGINEER OF ANY CHANGES IN THE CONTRACT DOCUMENTS THAT MAY BE REQUIRED IN ORDER TO MEET CODE, PRIOR TO BID. C. COORDINATE WITH OTHER EXISTING AND NEW WORK (INCLUDING MECHANICAL, PLUMBING, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL) FOR AVAILABLE SPACE AND INSTALLATION REQUIREMENTS, PRIOR TO COMMENCING CONSTRUCTION. NOTIFY THE ARCHITECT AND ENGINEER OF ANY CHANGES IN THE CONTRACT DOCUMENTS THAT MAY BE REQUIRED FOR THE WORK TO BE PERFORMED. D. FIELD CONDITIONS: THE CONTRACT DOCUMENTS INDICATE THE DESIGN INTENT USING AVAILABLE INFORMATION. THE CONTRACTOR IS TO ADVISE THE ARCHITECT AND ENGINEER IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN. ALSO ADVISE THE ARCHITECT AND ENGINEER IF CODE OR SAFETY CONFLICTS EXIST. THE CONTRACTOR IS REQUIRED TO VISIT THE SITE (PRIOR TO THE BID) TO BECOME FAMILIAR WITH CONDITION AND INSTALLATION DETAILS THAT WILL AFFECT HIS WORK. CHANGES IN THE CONTRACT SUM AT CONTRACT TIME WILL NOT BE ALLOWED FOR FAILURE TO INVESTIGATE FIELD CONDITIONS. E.SHOP DRAWINGS SHALL BE CARD DETAILED INSTALLATION/COORDINATION DRAWINGS IN ACCORDANCE WITH NFPA-13,CHAPTER 6, 1997 ED. THEY SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR THEIR REVIEW AND COMMENT PRIOR TO STARTING WORK. F.ALL CONTROL VALVES SHALL HAVE TAMPER SWITCHES. OPERATION OF VALVE WILL NOT AFFECT THE OPERATION OF SPRINKLER FLOW SWITCH. G.FLOW SWITCHES SHALL BE CONNECTED TO FIRE ALARM SYSTEM AS AN AUTOMATIC INDICATING DEVICE. H.ALTHOUGH NOT SHOWN, ALL PIPING TO BE SUPPORTED FROM BUILDING STRUCTURE, IN ACCORDANCE WITH THE 1997 EDITION NFPA-13 STANDARDS. (.ALL ELECTRICAL, CONTROL, AND OR ALARM SYSTEM WIRING TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. J.SPRINKLER SYSTEMS SHALL BE PROVIDED WITH FLUSHING CONNECTIONS. K..SPRINKLER PIPING PASSING OVER ELECTRICAL PANELS OR SWITCH BOARDS SHALL HAVE k SHIELD INSTALLED OVER EQUIPMENT IN ACCORDANCE WITH NFPA-13, 4-5.10. L.FIELD VERIFY PIPE ROUTING AND ACTUAL LENGTHS OF PIPE PRIOR TO FABRICATION OR INSTALLATION. M.SPRINKLER HEADS SHALL BE IN ALIGNMENT WITH EACH OTHER FOR INDIVIDUAL AREA OF SIGHT. N..BEFORE ANY SPRINKLER PIPING IS CONCEALED, THE SPRINKLER CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVING JURISDICTION AND THE ARCHITECT 48 HOURS IN ADVANCE, SO THAT THEY MAY INSPECT THE SYSTEM PIPING FOR CONFORMANCE WITH CODE REQUIREMENTS. O.SPRINKLER CONTRACTOR TO PROVIDE : A 200 PSI HYDROSTATIC TEST OF PIPING FOR 2 HRS. B COPY OF MATERIAL AND TEST CERTIFICATE, WARRANTY AND INSTRUCTIONS TO THE OWNER. C HYDRAULIC PLACARD TO BE MOUNTED ON RISER. D) SPARE HEAD CABINET WITH SPRINKLERS AND HEAD WRENCH FOR EACH TYPE OF HEAD. E) PROVIDE (3) OPERATIONS AND MAINTENANCE MANUALS. F) PROVIDE A ONE YEAR SERVICE PLAN IN ADDITION TO WARRANTY. FIRE PROTECTION LEGEND ABOVE GROUND PIPING UNDERGROUND PIPING C ELBOW DOWN --e TEE DOWN 0--- ELBOW UP 0-- TEE UP I� GROOVE CAP E®— NIPPLE AND CAP �®+11 DIELECTRIC UNION AT DISSIMILAR MATERIALS OO PENDENT — CENTRAL, "LF", WHITE, QUICK RESPONSE, 155' , 3/8" ORIFICE, 3. 0 " K" FACTOR. • .0 PENDENT — CENTRAL, " LF" , WHITE, QUICK RESPONSE, ti1y 175' , 3/8" ORIFICE, 3. 0 " K" FACTOR. ® RISER/STANDPIPE LOCATION CONTROL VALVE WITH TAMPER SWITCH ffa 1• YARD POST INDICATOR VALVE WITH WEATHERPROOF TAMPER SWITCH CONTROL VALVE {�- SWING CHECK VALVE -ICI WAFER CHECK VALVE TEST AND DRAIN VALVE FLOW SWITCH PRESSURE GAUGE WITH VALVE COCK 0--i SINGLE FIRE DEPARTMENT CONNECTION ®—I ELECTRIC BELL Ca ODRAWING REFERENCE NOTE - NUMBER HYDRAULIC CALCULATION NODE - NUMBER/LETTER ABV ABOVE FP FIRE PROTECTION AFF ABOVE FINISH FLOOR FPC FIRE PROTECTION CONTRACTOR AHJ AUTHORITY HAVING JURISDICTION FVC FIRE VALVE CABINET BOR. BASE OF RISER GALV GALVANIZED CALC CALCULATION HYD HYDRAULIC CLG CEILING N/S NO AUTOMATIC SPRINKLERS CONT. CONTINUATION REQUIRED IN THIS SPACE DWG DRAWING PIV POST INDICATOR VALVE FC FLUSHING CONNECTION POS POINT OF SERVICE FDC FIRE DEPARTMENT CONNECTION TYP TYPICAL FF FINISH FLOOR UNO UNLESS NOTED OTHERWIS FH FIRE HYDRANT WPIV WALL POST INDICATOR V FHU FIRE HOSE VALVE YPIV YARD POST INDICATOR VA 5 NOTES i F W� a�I�l 5 s I w is z IN A L 2 2/21/00 PERMIT 1 2/02/99 ISSUE FOR BID Rev. NO DaW low HktM ma Swmf61 maw." 12n=1'0" wma. 05AOM INM ROUTE EXCEP' DUCTS C�7 ROUTE DROPPI NOTED, R4. 2. FLOOR N IL Xo 52 UIVI 1 I/4° = 10° E3 4 Ell 9 6 OPTION AT BLDG TYPE II ONLY A 150 mom,,...... 0 €� f j Or ,y"'a, 3 J UN; C 14X8 350 7" 5€ €� 8X6 € v 50 if 1 cim if 4" C 12X6 NX 200 m... �.........m.. m . .......,..._............ i 9" 4 i € 's 9" EF-1 8X4 60 /c\4 8X12 E 8X12 0D 16X6 \` 400 �r AI)UINII Scale: 1/4' = P-0" AHU—A O mm 6x4 60 I i A 12X6 150 HMO ROUTE TOP FLOOR DUCTS IN ATTIC EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R6. 0. ROUTE LOWER FLOOR DUCTS IN DROPPED CEILING SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4. 2. HOLD DUCT TIGHT TO FLOOR CEILING ASSEMBLY. HVAC PLAN NOTES 1 MOUNT AHU IN CLOSET AS DETAILED ON 5� SHEET H6. 02. r 2 ROUTE REFRIGERANT LINES ON SHEET H6.02. SEE BUILDING PLANS FOR J PIPING CONTINUATION. �f 3 ROUTE PVC CONDENSATE DRAIN LINE FROM AHU WITH TRAP GRADE. SEE BUILDING 3 PLANS FOR CONTINUATION. 'fn 4 ROUTE 4" 30 GALV STEEL DRYER DUCT UP TO ROOF CAP OR GOOSENECK. PROVIDE BACKDRAFT DAMPER. OMIT SCREEN. 5 UL LISTED DUCTLESS RANGE HOOD. 6 DRYER EXHAUST DUCT. ROUTE 4" GALV STEEL DUCT IN L528 JOIST TO EXTERIOR. WALL CAP W/O SCREEN AND WITH BACKDRAFT DAMPER.° 7 UNDERCUT DOOR JA" ABOVE CARPET FOR RETURN AIR. 8 ROUTE EXHAUST DUCT IN L528 JOIST TO EXTERIOR WALL CAP WITH SCREEN. G 9 THIS DRYER VENT EXCEEDS 25 FEET EQUIVALENT. PREPURCHASE AND INSTALL A L DRYER WHICH IS RATED BY THE MANUFACTURE TO VENT THRU 45 EQUIVALENT FEET OF SMOOTH DUCT. 10 ROUTE RETURN DUCT TO AHU ALONG FLOOR UNDER CLOSET. MOUNT GRILLE UNDER HALF HIGH DOOR. n tt. 11 ROUTE 3" GALV. STEEL EXHUAST DUCT TO ROOF CAP OR GOOSENECK. DUCTS FROM A'" SINGLE APARTMENT MAY BE COMBINED INTO A COMMON 4". LV > s, E E .�a N= d FIE A y� F 2 2/21/00 PERMIT 1 2/02/99 ISSUE FOR BID Rev. No Date Issue History j r h, A C D E F G ROUTE TOP FLOOR DUCTS IN ATTIC EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R6. 0. O O 5w � UI N I I is l.�J Scales 1/4p = F-0u ,- UNIT G - GO scale: ua^ = P-on ROUTE LOWER FLOOR DUCTS IN DROPPED CEILING SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4. 2. HOLD DUCT TIGHT TO FLOOR CEILING ASSEMBLY. HV 1 1 3 4 5 6 1 8 9 10 =I 0 C 0 [4 NOTES HVAC PLAN NOTES 1 MOUNT AHU IN CLOSET AS DETAILED ON SHEET H6. 02. 2 ROUTE REFRIGERANT LINES ON SHEET H6.02. SEE BUILDING PLANS FOR PIPING CONTINUATION. 3 ROUTE PVC CONDENSATE DRAIN LINE FROM AHU WITH TRAP GRADE. SEE BUILDING PLANS FOR CONTINUATION. 4 ROUTE 4" 30 GALV STEEL DRYER DUCT UP TO ROOF CAP OR GOOSENECK. PROVIDE BACKDRAFT DAMPER. OMIT SCREEN. 5 UL LISTED DUCTLESS RANGE HOOD. 6 DRYER EXHAUST DUCT. ROUTE 4" GALV STEEL DUCT IN L528 JOIST TO EXTERIOR. WALL CAP W/O SCREEN AND WITH BACKDRAFT DAMPER. 7 UNDERCUT DOOR Ja" ABOVE CARPET FOR RETURN AIR. 8 ROUTE EXHAUST DUCT IN L528 JOIST TO EXTERIOR WALL CAP WITH SCREEN. 9 THIS DRYER VENT EXCEEDS 25 FEET EQUIVALENT. PREPURCHASE AND INSTALL A DRYER WHICH IS RATED BY THE MANUFACTURE TO VENT THRU 45 EQUIVALENT FEET OF SMOOTH DUCT. 10 ROUTE RETURN DUCT TO AHU ALONG FLOOR UNDER CLOSET. MOUNT GRILLE UNDER HALF HIGH DOOR. 11 ROUTE 3" GALV. STEEL EXHUAST DUCT TO ROOF CAP OR GOOSENECK. DUCTS FROM A SINGLE APARTMENT MAY BE COMBINED INTO A COMMON 4". 2 2/21/00 PERMIT 1 2/02/99 ISSUE FOR BID Rev. No Data Wm HMM FUGI.EHERG KoCH ARCHITECTS G Orlando 2555 Tom* Tr4 ftbr Pack FL RM (4W) 8U-M 5TONEBNOOK 11 I I at 5ANF0010*1 0 861NOLE• FLORDA M P, .: = /, ' w w W 01 01 H APARTMENT SPLIT SYSTEM A/C SCHEDULE MARK CU-A/AHU-A CU-B/AHU-B CU-C/AHU-C NOMINAL TONS OF CU 1.5 2 2 TOTAL COOLING LOAD ( MBH) 07 15. 0/12. 8 ® 21. 4/19. 2 023. 8/21. 3 SENSIBLE COOLING LOAD (MBH) 7012. 6/10. 6 07 18. 3/16. 1 70 20. 2/17. 7 AHU CONFIGURATION : VERTICAL BOTTOM INLET THRU WALL MOUNT THRU WALL MOUNT AHU DIMENSIONS W X L X H (IN) 15X22X42 22X17X38 22X17X38 SUPPLY AIR (CFM) 800 1140 1100 EXTERNAL STATIC PRESS. ( I N W. C. ) .3 .3 .3 ENTERING A I R DRY BULB ( DEG. F. ) 75 75 75 ENTERING AIR WET BULB (DEG. F.) 65 65 66 EVAPORATOR FAN HP 1 /4 1 /3 1 /5 VOLT/O 240/1 240/1 240/1 ELECTRIC HEAT LOAD (MBH) 9.8 13.3 15.2 KW 5 7.5 11 VOLT/O/STAGES 240/l/I 240/1/1 240/l/I CONDENSING UNIT VOLT/O 240/1 240/1 240/1 MCA 12.8 14.4 18.6 SERVES UNIT A UNIT B UNIT C MANUFACTURER CARRIER CARRIER CARRIER AHU MODEL # FB4ANAO18 FFIDNA030 FFIDNA030 CU MODEL # 38CKC018 38CKCO24 38CKC030 MINIMUM EFFICIENCY AT ARI 10 SEER 10 SEER 10 SEER REMARKS 1-7 1-8 1-8 1. EXTERNAL STATIC PRESSURE EXCLUDES LOSSES 5. COOLING LOADS EXCLUDE EVAPORATOR FAN HEAT. DUE TO AHU CASING, DIRT ON FILTER, AND 6. PROVIDE WITH 5 MINUTE TIME DELAY RELAY TO WET COOLING COIL. PREVENT COMPRESSOR FROM SHORT CYCLING. 2. PROVIDE WITH HEATING, COOLING THERMOSTAT 7• THE FIRST NUMBER IS THE TOP FLOOR LOAD AND 3. 95'F. OUTSIDE AIR AMBIENT. THE SECOND NUMBER IS THE LOWER FLOOR LOAD. 4. MCA = MINIMUM CIRCUIT AMPACITY. 8. PROVIDE WITH INTEGRAL WALL PANEL. APARTMENT AIR DEVICE SCHEDULE MARK MANUFACTURER DESCRIPTION OBD MOUNTING COLOR MATERIAL REMARKS OA CODY OR EQUIVALENT TWO-WAY STAMPED Y WALL/DUCT WHITE STEEL 1, 3, 4, 5, 7 FACE OB CODY OR EQUIVALENT ONE-WAY STAMPED Y WALL WHITE STEEL 1, 3, 4, 5, 6, 7 FACE OC CODY OR EQUIVALENT CURVED BLADE Y CEILING WHITE STEEL 1,2,3,4 STAMPED FACE OD CODY OR EQUIVALENT ADJUSTABLE VERTICAL Y WALL WHITE STEEL 1,2,3,4 BLADES O CODY OR EQUIVALENT STAMPED FACE FILTER N WALL WHITE STEEL - RETURN 1. SEE HVAC PLANS FOR NECK SIZES AND CFMS. 2. 4-WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS. 3. MAXIMUM PRESSURE DROP OF .04 IN WC. 4. TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO AIR DEVICES AS REQUIRED. 5. HORIZONTAL DIMENSION GIVEN FIRST. 6. ADJUSTABLE VERTICAL BLADE REGISTER MAY BE SUBSTITUTED IF ONE-WAY CANNOT BE FOUND. 7. USE ONLY REGISTERS SPECIFICALLY MADE FOR SIDEWALL APPLICATION. APARTMENT FAN SCHEDULE ELECTRICAL MAX MARK MANUFACTURER FM E.S.P. DRIVE MOUNTING SONES WATTS VOLTL TYPE & MODEL HP PHASES EF-1 NUTONE 60 .3 DIRECT �_120/1 CEILING 1-4 QT80 1.PROVIDE WITH UNIT MOUNTED DISCONNECT. 2.PROVIDE WITH WHITE OR OFF-WHITE GRILLE. 3.CONTROL WITH ROOM LIGHTS. 4.PROVIDE WITH BACKDRAFT DAMPER. -- AIR HANDLING UNIT CONDENSATE DRAIN PAN FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAIN LINE ACCUMULATE WATER. 12" EXTENSION PIPE WITH THREADED CAP AT END �-- VENT CLEANOUT WITH SLIP -FIT ( NOT SCREW) CAP WITH DRILLED HOLE TERMINATE VENT CLEANOUT AT LEAST 1" ABOVE FLOAT SWITCH TRIPPING HEIGHT, IN SECONDARY DRAIN. �U---� PREMANUFACTURED TRAP AT LEAST 3" DEEP, WITH CLEANOUT IS ACCEPTABLE. CONDENSATE TRAP DETAIL SCALE: N. T. S. PROVIDE CAULK AT CONDUIT ENTRANCE OR PACK INSULATE ENTIRE OF SUCTION LINE I INSIDE PVC CONDUIT WITH SOLVENT WELDED JOINTS. 4" DIA FOR�j ONE SET OF LINES. 6" DIA FOR UP TO 3 SETS OF LINES. NTS OUTSIDE SEAL OPEN END WITH NON TOXIC CAULK. uu1r_ ROUTE REFRIGERANT LINES I BELOW GRADE TO CU. APPLY - 2 COATS OF VINYL -LACQUER ® TYPE FINISH OR PROVIDE ---� ALUMINUM JACKET ON ALL EXTERIOR EXPOSED INSULATION. ROUTE CONDUIT UNDER SLAB FOOTER AND COMPACTED FILL. COMPACTED FILL SHALL BE AT 4" 'LIFTS TO GRADE. SLOPE MIN. %" /FT TO OPEN END. OPTIONS 1 AND 2 12 GAUGE WIRE /� 1" WIDE 22 GAUGE OR 1/4" ROD TO / STRAP WRAPPING UNDER TOP CHORD OF TRUSS f DUCT AND ATTACHED TO TOP CHORD OF TRUSS, 8' MAX 1" DUCT i 4" � \ 1" X2" X1" 22 GAUGE ANGLE CHANNEL 4" X2" X2" HANG FLEXIBLE DUCTS WITH 1W" WIDE 22 GA. STEEL STRAPS WRAPPING UNDER DUCT EVERY 5 FT. MAX. ALSO SUPPORT 18" FROM ANY CONNECTION. MINIMUM 2" WIDE NO BURN RATE/SELF EXTINGUISHING FABRIC HANGER STRAP MAY BE USED IN LIEU OF METAL STRAPS NOTE:SUPPORT DUCT AT EACH CHANGE OF DIRECTION. DUCT SUPPORT DETAILS SCALE: NTS 5 6 1 8 9 10 a lid IC HP H 2 2/21/00 PERMIT 1 2/02/99 ISSUE FOR BID Rw. I No Date emus History i As FUGLEHERG KOCH ARCHITECTS Orlando 2M Tempe Trill, Oftr Park n. 32M (407) WO-M 5TONE5NL)VN a SANFOIRC., �- HVAG 5CHEDULE5 4 DETAIL5 �� 2 M C 1 2 NOTES 2 9/20/99 BID SET REVIEW 1 6/18/99 OWNER REVIEW Rev. No Date Issue History AO -=-, e= k FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 �f 4ti114 - 5T0NEE3Nv0K 11 a t 5ANF0 cr. K � GHK CONK 5EMINOL E COUNTY rLORIDA 03/1/99 �o�. 3659-40 HVAG 5CHEIDULE5 H6,02 4 DETAIL5 FILE: 99089h61 m•QT wALE: 12' =1'0' LMT PLOT. 05/10/99 - J L 10 + I / of � G �._%'` �, �• . I � o. \ w� / ( // `� CON 2.7' /CHAIN LINK FENCE ( �� G MITERED END + .32`2OR;"£. i � / &A � � SECTION ��.4 Q 0�$. . POND DRAINAGE AND WATER _ \ EDGE OF WATER RETENTION AREA — — — — f Y /ZSS� \'� 5 s,, R ks WEIR ACT E' I FD. 5/8" / \ IR. 1 B#220 + DETAIL "A" (/ SCALE 1"=50' /I / POND 91.00 S, 33�5E, \ I FD. 5/ " IR. LB#1 20 1 30.00 N,32OE6125'rE, a: VA Sol as"JuRz :1 ji i (DRAINAGE/WATER CONSERVATION EASEMENT) �-- --EASEMENT SET. 1 2" O (SEE NOTE #5) Curve number I 1R. ' LBJ5814 \'66� VACANT LANDS Ra dlus= 35.00 \ �~ . ti FD. 1/2" \ q De( ta-= 90m00'00' IR. LB#3897 Arc = 54,98 Fpc� s \P� Tangent- 35,00 o� Chard= 49,50 Chord .erg, N,08®04'39E, 9L�� �020\\\oNF� 0 lilt ACCESS EASEMENT & <Ic� Nr9, MAINTENANCE AGREEMENT F` O.R. 2240, PAGE 1800 & ,�y \ \�'c�>y PLACID LAKE TRI-PARTY 7� CROSS ACCESS AGREEMENT O.R 2279, PAGE 20 <� FD. 1 /2' v�Ip A� Radius= 39,50 IR. LB#3897� / fd ? Delta= 102" 1.18' '15'13 W Arc= 70.49 1.44' N. C.B. S.88.07'34"E. �® �3 qoo y6h F /$ FD. 5" �` 1 IR. LB#220 k,��0���` WATER FOUNTAIN LINE TABLE w Line Bearing Distance FD. 5/8" = Ll S,43109'4 E 18 10' DRAINAGE'IR & SIDEWALK L 20 B#2 10.0' rn La L3 S35 I 06' S,12°20'41'E, 52.72' EASEMENT O.R. BOOK 2279, PAGE 31 sJc SET. 1 2 " L 4 S.Q6 °0T25'E. 40.98' p� IR. LB 5814 ' c� L5 S.08°06'48'W. 88,59' L 6 S.03 °36'06 `E. 69,68' °42'a4'V. Cv L 7 L 8 S.1(5 50.60' S29 °02'32'E. 58.43' \ F Q L 9 S,21 °46'31E. 76.62' 63.68' �y LIO S,60'15'39'W. © L 11 S 19°03'37E. 78.41' O L12 S.621"3542'E. 95,36' t L13 5.40°00'39E 107.47' L14 5.44.08'54`W. 83,69' Qn ICU o' ca cv w rn Cn, rn , i o rT J . Q QI O 0 Alp 6h �0 5' 1 � SET. 1 /2" \ \ IR. LB#5814 \ \ \ \ TRACT "B" LEGEND = LIGHT POLE = MAN HOLE = SIGN IR. = IRON ROD P.O.L. = POINT ON LINE l O ^II J Q v cn 4 a , L , } t s; 4 ^ LEGAL DESCRIPTION. ; TRACT "C►,, PLACID LAKE AS RECORDED IN PLAT BOOK 43 PAGE 5 THROUGH 10 '• OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. r NOTES: 1.) BEARINGS SHOWN HEREON ARE BASED ON THE NORTH RIGHT-OF-WAY LINE OF AIRPORT BOULEVARD, - BEING AN ASSUMED BEARING OF �N.3W55'21 "W_ r: 2.) THIS SURVEYORHASREVIEWED FyRST AMERICAN TITLE INSURANCE COMPANY'S COMMITMENT NO. FA-CC-98.04427, DATED SEPTEM,BER 9, 1998, AND THOSE SURVEY RELATED ITEMS OF SCHEDULE B - SECTION 1 ARE DEPICTED ON THIS SURVEY. 3.) NO UNDERGROUND INSTALLATIONS, FOUNDATION FOOTINGS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED. 4.) THIS SURVEY WAS PERFORMED IN, ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS SET FORTH BY THE(FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, CHAPTER 61-G17, FLORIDA ADMINISTRATIVE CODE. 5.) THERE ARE NO TRANSFORMERS, SIGNS OR LANDSCAPING INSTALLED AT THIS TIME. i, t I , BOUNDARY SURVEY jz OF STONE BROOK II FOR AIMCO PROPERTIES, LP° HAR'TMAIN & A860101A ES, INC. 4 engineers, hydrogeofogists, surveyors & rrianagement consultauta 201 WT PINE STREEr -- SUITE 1000 - ORlAN00, FL 32801 TELEPHONE (407) 839-3965 - FAX (407) 839-YM vv LICENSED BUSINESS NO. J5814 k . REVISIOEIS I` I . Rev. Date: Rev. Date: NOTES/CERT Date: 2/15/99' Rev. Rev. PER COMMENTS Date: ] 2 23 98 _I- NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR MAPPE . CERTIFIED TO: •-a-�*-, AIMCO PLACID LAKE, L.P. Job No: 98-244.01 BROAD & CASSEL. FIRST AMERICAN TITLE INSURANCE COMPANY Cadd File: 2aaoiEoi SAMUEL C. STEPHENS III, ASSESSOR TRUSTEE Field Date: t,0-6-98�a , Drawn By: l EJ awrence E. iJlenkins Professional Surveyor Field By: nca and Mapper Field Bk/Pg: 136/35 Florida Registration #53614, I i � -19 0 9 w m DIMENSIONS BY 4" ON ALL SIDES AND SHALL ALLOW FOR REFRIGERANT PIPING STUB —UP. PLACE CU'S AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR CU'S SECURELY TO PAD. LOCATION OF CU'S ARE APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING PLANS AND ARCHITECTURAL DETAILS. 02 REFRIGERANT LINES. ROUTE FROM AHU, BELOW GRADE, AND UP THRU CU PAD. SEE UNDERGROUND REFRIGERANT LINE DETAIL ON SHEET H6. 01. O3 PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU, BELOW GRADE TO JUST BEYOND ��(\/m �������I�����EXTERIOR UIL2NG WALL, AND TERMINATE 6" ABOVE GRADE WITH TURNED DOWN ELBOW. TERMINATE Y IN SODDED OR MULCHED AREA. PROVIDE -V4" DIAMETER LINES AT INDIVIDUAL AHU'S, 1" DIAMETER COMMON RISERS, AND 1 W DIAMETER FOR ANY LINES BELOW GRADE. INSULATE WHERE INSIDE BUILDING AND WALLS. UNLESS LINES ARE ROUTED SEPERATELY, PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET H6. 01. 04 WHEN REFRIGERANT LINE RUNS EXCEED 50 EQUIVALENT FEET, SIZE REFRIGERANT LINES PER CU MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER CU, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING 3/4" SUCTION LINE, 3/8" LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. IF THE SUBMITTED MANUFACTURER MAKES NO RECOMMENDATIONS FOR LONG REFRIGERANT LINE RUNS, CHOOSE ANOTHER CU MANUFACTURER. 1 I 1 k\' 1 1 IL ELEC. SHEET NOTES Q 1 MOUNT THESE FIXTURES IN THIS LOCATION ON ALL FLOORS. 2 MOUNT THESE FIXTURES ON THE CEILING OF THE THIRD FLOOR BREEZEWAY AND BENEATH THE LANDING BETWEEN THE SECOND AND THIRD FLOOR. (2 PER INDICATION) 3 METER CENTERS (HOUSE PANEL) ARE TO BE LOCATED AT THE END OF THE BUILDING NEAREST THE TRANSFORMER SERVING IT. COORDINATE EXACT LOCATION WITH SITE PLAN AND ARCHITECTURAL PLANS. VERIFY 3 3' CLEARANCE IN FRONT OF METER CENTER AND HOUSE PANEL. 4 CONNECT EMERGENCY LIGHTS TO UNSWITCHED LEG OF CIRCUIT. MOUNT FIXTURE ON UPPER FLOORS. 5 PROVIDE NEMA-3R DISCONNECT SWITCHES FOR ALL CONDENSOR UNITS AS FOLLOWS: CU—A 30A/2P FUSED AT XX AMPS CU—B 30A/2P FUSED AT XX AMPS CU—C 30A/2P FUSED AT XX AMPS CONNECT TO RESPECTIVE TENANT PANELS. 6 CONNECT TO HOUSE PANEL VIA PHOTOCELL. 7 CONNECT TO HOUSE PANEL. 8 PROVIDE A KEY SWITCH AND ALL LOW VOLTA WIRING REQUIRED FOR CONNECTION TO THE GARAGE DOOR OPENERS IN EACH GARAGE. COORDINATE REQUIREMENTS WITH OPENER MANUFACTURER. 9 MOUNT A TYPE 'K' FIXTURE ABOVE THE BUILDING NUMBER. COORDINATE LOCATION WITH OWNER. FIRE ALARM NOTES 0 �A FIRE ALARM CONTROL PANEL ON FIRST D FLOOR ONLY. CONNECT TO THE HOUSE PANEL. (DMOUNT AUDIOVISUAL ALARM ON ALL FLOORS IN THHIS LOCATION. �C MOUNT PULL STATION ON ALL FLOORS. O MOUNT AUDIO DEVICE IN EACH UNIT. 4 2 2/21/00 PERMIT 1 2/02/99 ISSUE FOR BID Rev. - Data blue History F G Orlando 2= Twrrob Trail, MMW Park, H. RM (407) M-4N65 H 5UILDING TYPE IV PVAG d ELECTRICAL PE2.04 PLANS LJ q mu v i i 11w L 4 5 6 ELEC. SHEET NOTES O 0 0 0 E F V u mqj NtQ\ 0 'ADS. PAD DIMENSIONS SHALL EXCEED CU DIMENSIONS BY 4" ON ALL SIDES AND SHALL ALLOW FOR REFRIGERANT PIPING STUB —UP. PLACE CU'S AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR CU'S SECURELY TO PAD. LOCATION OF CU'S ARE APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING PLANS AND ARCHITECTURAL DETAILS. OREFRIGERANT LINES. ROUTE FROM AHU, BELOW GRADE, AND UP THRU CU PAD. SEE UNDERGROUND REFRIGERANT LINE DETAIL ON SHEET H6. 01. O3 PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU, BELOW GRADE TO JUST BEYOND EXTERIOR WALL, AND TERMINATE 6" ABOVE GRADE WITH TURNED DOWN ELBOW. TERMINATE IN SODDED OR MULCHED AREA. PROVIDE 44" DIAMETER LINES AT INDIVIDUAL AHU'S, 1" DIAMETER COMMON RISERS, AND 1 W DIAMETER FOR ANY LINES BELOW GRADE. INSULATE WHERE INSIDE BUILDING AND WALLS. UNLESS LINES ARE ROUTED SEPERATELY, PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET H6. 01, 04 WHEN REFRIGERANT LINE RUNS EXCEED 50 EQUIVALENT FEET, SIZE REFRIGERANT LINES PER CU MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER CU, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING 3/4" SUCTION LINE, 3/8" LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. IF THE SUBMITTED MANUFACTURER MAKES NO RECOMMENDATIO FOR LONG REFRIGERANT LINE RUNS, CHO ANOTHER CU MANUFACTURER. k� a 1 MOUNT THESE FIXTURES IN THIS LOCATION f ON ALL FLOORS. 2 MOUNT THESE FIXTURES ON THE CEILING OF THE THIRD FLOOR BREEZEWAY AND BENEATH THE LANDING BETWEEN THE SECOND AND THIRD FLOOR. (2 PER INDICATION) y 3 METER CENTERS (HOUSE PANEL) ARE TO BE s� LOCATED AT THE END OF THE BUILDING NEAREST THE TRANSFORMER SERVING IT. COORDINATE EXACT LOCATION WITH SITE PLAN AND ARCHITECTURAL PLANS. VERIFY 3' CLEARANCE IN FRONT OF METER CENTER AND HOUSE PANEL. 4 CONNECT EMERGENCY LIGHTS TO UNSWITCHED c 3 LEG OF CIRCUIT. MOUNT FIXTURE ON UPPER FLOORS. l 5 PROVIDE NEMA-3R DISCONNECT SWITCHES FOR ALL CONDENSOR UNITS AS FOLLOWS: .z CU—A 30A/2P FUSED AT XX AMPS :a CU—B 30A/2P FUSED AT XX AMPS CU—C 30A/2P FUSED AT XX AMPS CONNECT TO RESPECTIVE TENANT PANELS. A 6 CONNECT TO HOUSE PANEL VIA PHOTOCELL. _ 7 CONNECT TO HOUSE PANEL. 8 PROVIDE A KEY SWITCH AND ALL LOW VOLTAGE WIRING REQUIRED FOR CONNECTION TO THE GARAGE DOOR OPENERS IN EACH GARAGE. ry COORDINATE REQUIREMENTS WITH OPENER MANUFACTURER. S, 9 MOUNT A TYPE 'K' FIXTURE ABOVE THEell BUILDING NUMBER. COORDINATE LOCATION WITH OWNER. .r M FIRE ALARM NOTES 0 �h OA FIRE ALARM CONTROL PANEL ON FIRST FLOOR ONLY. CONNECT TO THE HOUSE PANEL. OB MOUNT AUDIOVISUAL ALARM ON ALL p FLOORS IN THHIS LOCATION. O MOUNT PULL STATION ON ALL FLOORS. ' C MOUNT AUDIO DEVICE IN EACH UNIT. IA a E F 57 h, CZ D 4.� rAIW MAIM w r2 2/21/00 PERMIT 1 2/02/99 ISSUE FOR BID Rev. No Date teens History FUGLEHERG KOCH ARCHITECTS Orlando =5 Temps Trott. Wks Park. R. 32M (407j 6n-m 5TONE5"OK at 5ANFON4) FLORIDA 5UILDING TYPE HVAG a ELECTRICAL HE221 PLANS-_____ 3 4 �1 [% E- Is O ,i3 0 0 0 P M T / �i rar ELEC. SHEET NOTES O A C C E FI G H ��� J OMOUNT CU' S ON 4" THICK CONCRETE PADS. PAD DIMENSIONS SHALL EXCEED CU DIMENSIONS BY 4" ON ALL SIDES AND SHALL ALLOW FOR REFRIGERANT PIPING STUB —UP. PLACE CU'S AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR CU'S SECURELY TO PAD. LOCATION OF CU'S ARE APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING PLANS AND ARCHITECTURAL DETAILS. OREFRIGERANT LINES. ROUTE FROM AHU, BELOW GRADE, AND UP THRU CU PAD. SEE UNDERGROUND REFRIGERANT LINE DETAIL ON SHEET H6. 01. OPVC CONDENSATE DRAIN LINE. ROUTE FROM AHU, BELOW GRADE TO JUST BEYOND EXTERIOR WALL, AND TERMINATE 6" ABOVE GRADE WITH TURNED DOWN ELBOW. TERMINATE IN SODDED OR MULCHED AREA. PROVIDE -Y4" DIAMETER LINES AT INDIVIDUAL AHU'S, 1" DIAMETER COMMON RISERS, AND 1 V4" DIAMETER FOR ANY LINES BELOW GRADE. INSULATE WHERE INSIDE BUILDING AND WALLS. UNLESS LINES ARE ROUTED SEPERATELY, PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET H6. 01. O4 WHEN REFRIGERANT LINE RUNS EXCEED 50 EQUIVALENT FEET, SIZE REFRIGERANT LINES PER CU MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER CU, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING 3/4" SUCTION LINE, 3/8" LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. IF THE SUBMITTED MANUFACTURER MAKES NO RECOMMENDATIONS rj 0 FOR LONG REFRIGERANT LINE RUNS, CHOOSE k`�� 1 ANOTHER CU MANUFACTURER. It 6 1 & 9 10 AM, A 0 IC IC (�"'\ 1� MOUNT THESE FIXTURES IN THIS LOCATION ON ALL FLOORS. MOUNT THESE FIXTURES ON THE CEILING OF THE THIRD FLOOR BREEZEWAY AND BENEATH THE LANDING BETWEEN THE SECOND AND THIRD FLOOR. (2 PER INDICATION) 3 METER CENTERS (HOUSE PANEL) ARE TO BE LOCATED AT THE END OF THE BUILDING NEAREST THE TRANSFORMER SERVING IT. COORDINATE EXACT LOCATION WITH SITE PLAN AND ARCHITECTURAL PLANS. VERIFY 3' CLEARANCE IN FRONT OF METER CENTER AND HOUSE PANEL. 4 CONNECT EMERGENCY LIGHTS TO UNSWITCHED LEG OF CIRCUIT. MOUNT FIXTURE ON UPPER FLOORS. 5 PROVIDE NEMA-3R DISCONNECT SWITCHES FOR ALL CONDENSOR UNITS AS FOLLOWS: CU—A 30A/2P FUSED AT XX AMPS CU—B 30A/2P FUSED AT XX AMPS CU—C 30A/2P FUSED AT XX AMPS CONNECT TO RESPECTIVE TENANT PANELS. 6 CONNECT TO HOUSE PANEL VIA PHOTOCELL. 7 CONNECT TO HOUSE PANEL. 8 PROVIDE A KEY SWITCH AND ALL LOW VOLTf WIRING REQUIRED FOR CONNECTION TO THE GARAGE DOOR OPENERS IN EACH GARAGE. COORDINATE REQUIREMENTS WITH OPENER MANUFACTURER. 9 MOUNT A TYPE 'K' FIXTURE ABOVE THE BUILDING NUMBER, COORDINATE LOCATION WITH OWNER. FIRE ALARM NOTES 0 oA FIRE ALARM CONTROL PANEL ON FIRST FLOOR ONLY. CONNECT TO THE HOUSE PANEL. �B MOUNT AUDIOVISUAL ALARM ON ALL FLOORS IN THHIS LOCATION. CO MOUNT PULL STATION ON ALL FLOORS. D� MOUNT AUDIO DEVICE IN EACH UNIT. [Z\ 2 2/21/00 PERMIT 1 2/02/99 ISSUE FOR BID Rsv. m oats Issue tiietory FUGLEBERG KoCH ARCHITECTS a Orlando nm TOM* Trd, "nw Park S. &-m (407) W--M H • • �` t i - v� �( r., • r r .. 5TONEBNv K 11 _MEW at 5ANFOrw el r UAr5ULDING TYPE 11 WAG 4 ELEGTIRIGA� PLAN5 ., �. o 7 E, C rM E F G &IM"M11!r-AM. �I �i HVAC SHEET NOTES OMOUNT CU' S ON 4" THICK CONCRETE PADS. PAD DIMENSIONS SHALL EXCEED CU DIMENSIONS BY 4" ON ALL SIDES AND SHALL ALLOW FOR REFRIGERANT PIPING STUB -UP. PLACE CU'S AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR CU'S SECURELY TO PAD. LOCATION OF CU'S ARE APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING PLANS AND ARCHITECTURAL DETAILS. OREFRIGERANT LINES. ROUTE FROM AHU, BELOW GRADE, AND UP THRU CU PAD. SEE UNDERGROUND REFRIGERANT LINE DETAIL ON SHEET H6. 01. O3 PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU, BELOW GRADE TO JUST BEYOND EXTERIOR WALL, AND TERMINATE 6" ABOVE GRADE WITH TURNED DOWN ELBOW. TERMINATE IN SODDED OR MULCHED AREA. PROVIDE V4" DIAMETER LINES AT INDIVIDUAL AHU'S, 1" DIAMETER COMMON RISERS, AND 1 V4" DIAMETER FOR ANY LINES BELOW GRADE. INSULATE WHERE INSIDE BUILDING AND WALLS. UNLESS LINES ARE ROUTED SEPERATELY, PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET H6. 01. O4 WHEN REFRIGERANT LINE RUNS EXCEED 50 EQUIVALENT FEET, SIZE REFRIGERANT LINES PER CU MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER CU, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING 3/4" SUCTION LINE, 3/8" LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION �f C� LINE TRAP. IF THE SUBMITTED MANUFACTURER MAKES NO RECOMMENDATIONS FOR LONG REFRIGERANT LINE RUNS, CHOOSE ANOTHER CU MANUFACTURER. i v H R It L F w NOTES ES ELEC. SHEET NOTES 0 O1 MOUNT THESE FIXTURES IN THIS LOCATION ON ALL FLOORS. O MOUNT THESE FIXTURES ON THE CEILING OF THE THIRD FLOOR BREEZEWAY AND BENEATH THE LANDING BETWEEN THE SECOND AND THIRD FLOOR. (2 PER INDICATION) O METER CENTERS (HOUSE PANEL) ARE TO BE LOCATED AT THE END OF THE BUILDING NEAREST THE TRANSFORMER SERVING IT. COORDINATE EXACT LOCATION WITH SITE PLAN AND ARCHITECTURAL PLANS. VERIFY 3' CLEARANCE IN FRONT OF METER CENTER AND HOUSE PANEL. O CONNECT EMERGENCY LIGHTS TO UNSWITCHED LEG OF CIRCUIT. MOUNT FIXTURE ON UPPER FLOORS. 05 PROVIDE NEMA-3R DISCONNECT SWITCHES FOR ALL CONDENSOR UNITS AS FOLLOWS: CU-A 30A/2P FUSED AT XX AMPS CU-8 30A/2P FUSED AT XX AMPS CU-C 30A/2P FUSED AT XX AMPS CONNECT TO RESPECTIVE TENANT PANELS. O CONNECT TO HOUSE PANEL VIA PHOTOCELL. 70 CONNECT TO HOUSE PANEL. 80 PROVIDE A KEY SWITCH AND ALL LOW VOLTAGE WIRING REQUIRED FOR CONNECTION TO THE GARAGE DOOR OPENERS IN EACH GARAGE. COORDINATE REQUIREMENTS WITH OPENER MANUFACTURER. 90 MOUNT A TYPE 'K' FIXTURE ABOVE THE BUILDING NUMBER. COORDINATE LOCATION WITH OWNER. FIRE ALARM NOTES 0 AO FIRE ALARM CONTROL PANEL ON FIRST FLOOR ONLY. CONNECT TO THE HOUSE PANEL. OB MOUNT AUDIO/VISUAL ALARM ON ALL FLOORS IN THIS LOCATION. OC MOUNT PULL STATION ON ALL FLOORS. OD MOUNT AUDIO DEVICE IN EACH UNIT. 2 12/21/001 PERMIT 1 2/02/99 ISSUE FOR BID Rev. No Date Issue History AM FUGLEBERG KOCH ARCHITECTS Orlando 2= Temple Trap. MAtftr Pork FL R M (40n WO-•M 5T ONEBn. .. �.^ at 5ANFORS1.") SEMNOLE COWY,t BUILDING TYPE III HVAG S ELECTRICAL HE2.03 PLANS "i 3 4 C-1 1 N 5 M, BUILDING TYPE III HVAG S ELECTRICAL HE2.03 PLANS "i 3 4 C-1 1 N 5 M, u 0 G 9 MOUNT ON - FRONT OF BUILDING AT 10' AFG ZONE 5 FIRE ALARM CONTROL PANEL ZONE 3 'SEE PLANS FOR QUANTITY AND LOCATION OF DEVICES PANEL A 240/120 V, 1 PH. , 3 100 A, M. L. 0. W, 10KA I C PANEL B 240/120 V, 1 PH. , 3 100 A. M. L. 0. W. 10KA I C PANEL C 240/120 V, 1 PH. , 3 125 A. M. L. 0. W, 10KA I C CIRCUIT BREAKER WIRE CIRCUIT BREAKER WIRE CIRCUIT BREAKER WIRE NUMBERE DESCRIPTION LOAD NUMBER DESCRIPTION LOAD NUMBER SIZE DESCRIPTION LQAQ 1-2 20A/IP #12 APPLIANCE CIRCUIT 3000 1-2 20A/IP #12 APPLIANCE CIRCUIT 3000 1-2 20A/IP #12 APPLIANCE CIRCUIT 3000 3 20A/1P #12 BATHROOM CIRCUIT - 3 20A/IP #12 BATHROOM CIRCUIT - 3 20A/IP #12 BATHROOM CIRCUIT - 4 20A/iP #12 LAUNDRY CIRCUIT 1200 4 20A/IP #12 LAUNDRY CIRCUIT 1200 4 20A/1P #12 LAUNDRY CIRCUIT 1200 5,7 30A/2P #10 DRYER 5000 5,7 30A/2P #10 DRYER 5000 5.7 30A/2P #10 DRYER 5000 6,8 50A/2P #4 RANGE 8000 6,8 50A/2P #4 RANGE 8000 6.8 50A/2P #4 RANGE 8000 9 20A/IP #12 DISHWASHER 1200 9 2OA/iP #12 DISHWASHER 1200 9 20A/IP #12 DISHWASHER 1200 10 20A/1P #12 REFRIGERATOR 1200 10 20A/IP #12 REFRIGERATOR 1200 10 20A/IP #12 REFRIGERATOR 1200 11,13 3OA/2P #10 WATER HEATER 4500 11,13 30A/2P #10 WATER HEATER 4500 11,13 30A/2P #10 WATER HEATER 4500 12 20A/1P #12 DISPOSAL 300 12 20A/IP #12 DISPOSAL 300 12 20A/IP #12 DISPOSAL 300 14-15 2OA/iP #12 SPARE 14-15 20A/IP #12 SPARE 14-15 20A/1P #12 SPARE 16-21 20A/1P #12 GENERAL LIGHTING 2247 16-22 20A/1P #12 GENERAL LIGHTING 2946 16-23 20A/1P #12 GENERAL LIGHTING 3213 749 SQ. FT. X 3 982 SQ. FT. X 3 1071 SQ. FT. X 3 - -/- - - 0 - _/_ - - 0 - _/- - - 0 -/- - - 0 - -/- - - 0 - -/- - - 00 0 _ _/® _ 0 _ -/- _ _ 0 TOTAL 26647 TOTAL 27346 TOTAL27613 1OKW @ 100% 10000 1OKW @ 100% 10000 IOKW @ 100% 10000 REMAINDER @ 40% 6659 REMAINDER @ 40% 6938 REMAINDER @ 40% 7045 LARGER OF HEAT OR A/C 3250 LARGER OF HEAT OR A/C 4875 LARGER OF HEAT OR A/C 7150 22,24 20A/2P #12 - A/C @ 100% 23,25 20A/2P #12 - A/C @ 100% 24,26 25A/2P #10 - A/C @ 100% 23,25 30A/2P #10 5000 HEAT @ 65% 24,26 40A/2P # 6 7500 HEAT @ 65% 25,27 60A/2P # 4 11000 HEAT @ 65% TOTAL CALCULATED 19909 TOTAL CALCULATED 21813 TOTAL CALCULATED 24195 AMPS @ 240 V, 1 PHASE 83.0 AMPS @ 240 V, 1 PHASE 90.9 AMPS @ 240 V, 1 PHASE 100. 8 TOTAL CONNECTED 31647 TOTAL CONNECTED 34846 TOTAL CONNECTED 38613 3RD FLOOR �- WIRING FOR FUTURE VISUAL DEVICES IN BEDROOMS OF FIRST FLOOR UNITS i ZONE 2 HEAT DETECTOR MOUNTED ABOVE FACP 2ND FLOOR FIRE PROTECTION SWITCHES COORDINATE LOCATION WITH FIRE PROTECTION CONTRACTOR. ONE 4 ZONE 1 W CONDUIT TO CLUBHOUSE FOR CONNECTION TO DACT. HOUSE r PANEL 1ST FLOOR FIRE ALARM RISER DIAGRAM-BLDGS. I , I I , III & IV SCALE: NTS 1. FIRE ALARM CONTRACTOR SHALL SUBMIT FIRE ALARM PLANS TO THE BUILDING DEPT. FOR APPROVAL WITH ORIGINAL PERMIT DOCUMENTS. PROVIDE CONDUCTOR TYPES AND SIZES, RACEWAY TYPES AND SIZES, EQUIPMENT LITERATURE. 2. ALL COMPONENTS SHALL REFLECT UL FOR FIRE SERVICE USE AND SHALL BE COMPATIBLE. 3. FIRE ALARM SYSTEM SHALL BE IDENTIFIED AS TO WHETHER THEY ARE "POWER LIMITED". 4. CABLE PENERTRATION INTO OR THROUGH PLENUM AREAS USED FOR TRANSFER OF ENVIRONMENTAL AIR SHALL BE TEFLON INSULATED TYPE OR OF AN APPROVED TYPE IN ACCORDANCE WITH SECTION 800-3 (D) OF THE NATIONAL ELECTRIC CODE. 5. PROVIDE A FIBERGLASS OR MOLDED PLASTIC WEATHERPROOF ENCLOSURE HOUSING THE FIRE ALARM CONTROL PANEL. ENCLOSURE SHALL BE SURFACE MOUNTED AND HAVE A CLEAR, HINGED FRONT PANEL. BUILDING TYPE I 12XA:12X31.6KW= 379.2KW 12XB:12X34.8KW= 417.6KW - X - :0 X 0.0 i<W = 0.0 KW - X-:0 X0.0 KW= 0.0KW - X-:0 X0.0 KW= 0.0KW 796.8 KW X 0.35 = 278.9 KW HOUSE PANEL = 4.0 KW TOTAL = 282.9 KW 24 UNITS TOTAL AMPS @ 240V,IPH = 1179 A (BUILDING TYPE III 12 X B :12 X 34.8 KW = 417.6KW 8 X C: 8 X 38. 6 KW = 308. 8 KW - X-:0 X0.0 KW= 0.0KW - X-:0 X0.0 KW= 0.0KW - X - :0 X 0.0 KW = 0.0 KW 726.4 KW X 0.38 = 276.0 KW HOUSE PANEL = 4.0 KW TOTAL = 280.0 KW 20 UNITS TOTAL AMPS @ 240V,1PH = 1167 A BUILDING TYPE II 12 X A : 12 X 31. 6 KW = 379.2KW 8 XB:8 X34.8KW= 278.4KW - X-:0 X0.0 KW= 0.0KW - X-:0 X0.0 KW= 0.0KW - X-:0 X0.0 KW= 0.0KW 657.6 KW X 0. 38 = 249. 9 KW HOUSE PANEL = 4. 0 KW TOTAL = 253.9 KW 20 UNITS TOTAL AMPS @ 240V,1PH = 1058 A BUILDING TYPE IV 24 X B :24 X 34.8 KW = 835.2 KW - X - :0 X 0.0 KW = 0.0 KW - X-:0 X0.0 KW= 0.0KW - X - : 0 X 0.0 KW = 0. 0; KW - X - :0 X 0.0 KW = 0.0 KW 835.2 KW X 0.35 = 292.3 KW HOUSE PANEL = 4.0 KW TOTAL = 296.3 KW 24 UNITS TOTAL AMPS @ 240V,1PH = 1235 A 12 u rej 19 F? h R H NOTES p2 2/21 /00 PERMIT 1 2/02/99 ISSUE FOR BID Rev. No Date Mus History FUGLEBERG KOCH ARCHITECTS Orlando 2M TwOe Trail. WMw Fads, Fl. 3XM ('107) 629-OM 5TONE5ROOK 11 at 5ANF010r*1 SEMINOLE COLNTY, FLORIDA r W - o LECTRICAL 5CHEDULE5 4 DETAIL5- h 4 5 2 1 11 9 r, 1 2 3 5 6 S 9 10 7 7 7 NOTES TYPICAL TENANT 4 PANEL (TYPICAL) 0 0 0 0 0 p p 0 0 0 0 0 0 0 0 0 0 0 p 0 0 0 0 0 2 3 0 0 0 0 0 F1 0 HOUSE PANEL 'HP' 100A, MLO NEMA-3R TO POWER COMPANY'S TRANSFORMER "F31 POWER RISER - BUILDING TYPE I NTS FEEDER SCHEDULE 100 F1 3#3, 1#8G, 1" C 130 (135) F3 3#1, 1#6G, 1-1/4" C 1200—S F31 4 SETS OF 2-350MCM, 1-300MCM, 2-1/2"C 1600—S F33 4 SETS OF 2-600MCM, 1-500MCM, 3-1/2"C NOTE: ALUMINUM CONDUCTORS MAY BE USED AS SHOWN, WHERE PERMITTED BY LOCAL AUTHORITIES. 2 3 ICAL 4 LTENANT EL (TYPICAL) 0 0 0 0 0 ® p 0 p 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 2 3 0 0 0 0 o o 0 F1 CFi HOUSE PANEL' HP' 1OOA, MLO NEMA-3R �— TO POWER COMPANY' S TRANSFORMER `F31 POWER RISER - BUILDING TYPE II & III NTS ALUMINUM 3#1, 1#6G, 1-1/2"C 3#2/0, 1 #4G, 2" C 4 SETS OF 2-500MCM, 1-400MCM, 3"C 5 SETS OF 2-600MCM, 1-500MCM, 3-1/2"C RISER NOTES: O 1. 120OA/2P MAIN CIRCUIT BREAKER. 2. SURGE PROTECTOR 3. GROUND PER NEC 4. 125A, 240V, 4 JAW METER SOCKET WITH A 2 POLE, 100A BRANCH BREAKER FOR UNITS A & B. 125A BRANCH BREAKER FOR UNIT C. 5. PROVIDE BRANCH BREAKERS AS REQUIRED FOR BUILDING & SITE LIGHTING. 6. 1600A/2P MAIN CIRCUIT BREAKER. 7. USE FEEDER F1 FOR UNITS A & B. USE FEEDER F3 FOR UNIT C. EQUIPMENT RATINGS A. ALL METER CENTER COMPONENTS SHALL BE RATED AT 42KAIC. B. SERIES RATINGS MAY BE APPLIED FOR LOWER RATINGS OF TENANT FEEDER BREAKERS. CONTRACTOR TO PROVIDE SHOP DRAWINGS. C. TENANT LOAD CENTERS TO BE RATED AT 1OKAIC. D. HOUSE PANELS SHALL BE RATED AT 22KAIC. E. ALL WIRE TO HAVE THWN/THHN INSULATION. F. TERMINATIONS ON ALL ELECTRICAL EQUIPMENT SHALL BE RATED FOR 75' WIRE. ICAL 4 LTENANT EL ( TYP I CAL) 0 0 0 0 0 F1 0 0 0 0 0 0 0 0 0_j 0 0 ® ® ® p p HOUSE PANEL HP' 100A, MLO NEMA-3R 0 0 0 0 0 2 3 0 0 0 0 0 �— TO POWER COMPANY'S _ TRANSFORMER � F33 POWER RISER - BUILDING TYPE IV NTS OTHER INTERIOR METAL PIPING EQUIPMEN GROUNDING BAR FULL SIZE BUILDING STEEL, WHEN AVAILABLE FULL SIZE #4(CU) FOOTER STEEL #4 3/4"x10' COPPER- GROUND RODS NEUTRAL BUS BONDING JUMPER SEE TABLE BELOW ENCLOSURE (TYP) —FULL SIZE GROUNDING ELECTRODE CONDUCTOR (SEE -TABLE BELOW) #4. (CU) IF METAL WATER PIPING IS AVAILABLE. FULL SIZE IF NOT. MAIN UNDERGROUND METAL WATER PIPE (BOND TO PIPING ONLY WHEN METAL PIPING IS INSTALLED PER 250-50(a) GROUNDING DETAIL NOT TO SCALE GROUNDING ELECTRODE CONDUCTOR BONDING JUMPER SERVICE COPPER ALUM COPPER ALUM SIZE 1200 #3/0 250MCM #4/0 250MCM 1600 #3/0 250MCM 300MCM 400MCM S o� o. �f FL F3 04/11/01 BLDG DEPT COMMENTS 2 2/21/00 PERMIT 1 2/02/99 ISSUE FOR BID RAw. No Date Issue History FUGLEHERG KOCH ARCHITECTS Orlando 2M Temple Troll. Vantw Pork H. 327M (mu) 829-m 5TONE5ROOK II SANFORp SEMMOLE COIMY FLORIDA "LDat F el.. � o,,, 03N99 ft4 3659-40 ELECTRICAL SCNEpULES 4 IDETAIL5 E6.02 Al E C D E F G N i ic a 4 7 h I g g 10 NOTES SITE PLAN NOTES 1. ALL TRANSFORMER LOCATIONS SHOWN ARE PRELIMINARY. VERIFY EXACT s LOCATIONS WITH LOCAL UTILITY. 2. ALL EXTERIOR BUILDING AND SITE LIGHTS ARE TO BE CONTROLLED BY PHOTOCELL OR PHOTOCELL/CONTACTOR L ARRANGEMENT. 3. CIRCUIT DESIGNATIONS: 9 HP 2 CIRCUIT NUMBER HOUSE PANEL BUILDING NUMBER b 4 4. CONNECTION FOR LANDSCAPE/SIGN LIGHTING. SEE LANDSCAPE DRAWINGS FOR TYPES AND QUANTITES. EVENLY DISTRIBUTE FIXTURES ON CIRCUITS INDICATED. b 5. CONNECTION TO GATE OPERATOR. VERIFY EXACT LOCATION. 6. CONNECTION FOR GATE CARD READER. PROVIDE CONDUITS FROM CARD READER TO GATE OPERATOR AND GUARD HOUSE 8 AS REQUIRED BY MANUFACTURER. 7. COMPACTOR SERVICE. SEE RISER DIAGRAM s ON THIS SHEET. 8. FOUNTAIN CONNECTION. E7 = 0m © r! 5T0NE5Ro0^v 11 a t 5ANP010r, rw ELECTRICAL 51TE PLAN +w 990mll na ec" 12":1'0" Lw Mr. 05/10/99 9 NEI 1 2 3 4 � A C 0 E F G N AFF ABOVE FINISHED FLOOR C CONDUIT CR CEILING RECESSED MOUNTED CS CEILING SURFACE MOUNTED CT DEVICE MOUNTED ABOVE COUNTERTOP DS DISCONNECT SWITCH DN DOWN FDS FUSED DISCONNECT SWITCH G GRADE MOUNTED GFI GROUND FAULT INTERRUPTER GND GROUND IG ISOLATED GROUND JB JUNCTION BOX NIC NOT IN CONTRACT NTS NOT TO SCALE P POLE PD PENDANT MOUNTED PNL PANELBOARD Q QUADRAPLEX U UNIVERSAL MOUNTING UP DEVICE WIRED FOR PROTECTION BY W DEVICE MOUNTED AT 48" WP WEATHERPROOF COVERPLATE WR WALL RECESSED WS WALL SURFACE MOUNTED UNIT 5 -1 G2 Scale: 1/4" = 1r-0" I 0 C 0 F NOTES ELECTRICAL NOTES 0 01 AHU CONNECTION. 2O WATER HEATER CONNECTION. FAN/HOOD CONNECTION. MOUNT AT 60"AFF. 4O DISHWASHER CONNECTION. GARBAGE DISPOSAL CONNECTION. 1 3 04/11/01 BLDG DEPT COMMENTS 2 2/21/00 PERMIT 1 2/02/99 ISSUE FOR BID Rev. No Dote Issue History FrUGLEBERG KOCH ARCHITECTS Orlando 2M Temple Trd4 %Wn* Park Fl. JVM (gym) on —ow 5TONEE3mvOK I I at 5ANFO'7"w 58IMOLE COUNiT FLORIDA R '�D �o p,,, 03N99 nu X5S-40 UNITS A 4 B ELECTRICAL PANS E3.01 1 2 3 4 5 6 i 8 g 10 " 13WR8331 MAM" 12"=1'0" Lmno 0540 1 2 3 4 9 10 C C Im E F G H APARTMENT LIGHTING FIXTURE SCHEDULE MARK MFG. & CAT.# DESCRIPTION LAMPS MTD VOLTS REMARKS No. TYPE ELECTRICAL LEGEND NOTE: A PROGRESS P7186ES SCENT AP AROUNDFIXTURE 2 (F40) CS 120 ENERGY SAVING BALLAST ELECTRICAL OUTLETS OR BOXES LOCATED ON OPPOSITE ® TELEPHONE OUTLET, MOUNTED @ 18" AFF SIDES OF RATED WALLS OR PARTITIONS SHALL BE BACK TO BACK B 0 X NOTES SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS TY TELEVISION OUTLET, MOUNTED @ 18" AFF THAN 24 INCHES. ELECTRICAL OUTLETS OR BOXES LOCATED ON OPPOSITE DISCONNECT SWITCH. SIZE/POLES/FUSE SIDES OF RATED WALLS OR PARTITIONS SHALL MEET FLUORESCENT FIXTURE, CEILING MOUNTED ONE OF THE FOLLOWING CRITERIA: 0 J JUNCTION BOX, CEILING MOUNTED LIGHTING FIXTURE, CEILING MOUNTED 1. BOXES SHALL BE SEPARATED BY A HORIZONTAL JUNCTION BOX, WALL MOUNTED DISTANCE OF NOT LESS THAN 24". LIGHTING FIXTURE, WALL MOUNTED ® SMOKE DETECTOR 2. BOXES SHALL BE SURROUNDED ON 5 SIDES WITH S SINGLE POLE SWITCH, MOUNTED @ 48" AFF. FIRE RATED GYPSUM BOARD TO MAINTAIN THE FIRE RATING OF THE WALL. DUPLEX 15A, 125V, 2P, 3W, GROUNDING RECEPTACLE, Id EXHAUST FAN CONNECTION (FAN BY DIV. 15) 3. BACK OF BOXES SHALL BE WRAPPED IN FIRE MOUNT @ 18"AFF RESISTANT PUTTY SIMILAR TO SPEC -SEAL FIRE FIRE ALARM AUDIBLE DEVICE, WALL MOUNTED @ 80"AFF RATED PUTTY PADS. DENOTES GROUND FAULT INTERRUPTER COMBINATION AUDIBLE/VISUAL DEVICE, WALL MOUNTED @ 80"AFF DENOTES HALF -SWITCHED B PROGRESS P3755-30 WHITE 5" CYLINDER 1 BOW A-19 CS 120 C PROGRESS P3518-30 WHITE 8" DRUM FIXTURE i 75W A-19 CS 120 D TIMELY 841-4CH CHROME BATHROOM BEAUTY BAR 4 6OW (G25) WS 120 E TIMELY 4008BK WALL MOUNTED GLOBE FIXTURE 1 60W A-19 WS 120 MOUNT @ 7' AFF. F LURALINE ES1108 WHITE 12" DRUM FIXTURE 2 13W PL WS 120 G NUTONE PFCH-42WH OR APPROVED EQUAL ALL WHITE, 42" CEILING HUGGER PADDLE FAN W/PFLK-1 LIGHT KIT 1 10OW A-19 CS 120 WALL SWITCH TO CONTROL LIGHT KIT G1 PREWIRED JUNCTION BOX BOX FOR FUTURE FAN ®- SINGLE 250V NON -LOCKING TYPE RECEPTACLE MANUAL FIRE ALARM PULL STATION, MOUNTED @ 48"AFF FACP FIRE ALARM CONTROL PANEL H PROGRESS P3083-15SW PULLCHAIN, GLOBE FIXTURE 1 75W A-19 WS 120 CHLORIDE EMERGENCY LIGHTS MOUNT ON CEILING XA 4XBN18 W/BATTERY PACK -- -- CS 120 CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT 1 3 4 1 UNIT C - ELECTRIC G5 sule: 1/4' - V-0" Ci I 0 9 m V C H E G 14 NOTES ELECTRICAL NOTES 0 Ol AHU CONNECTION. 02 WATER HEATER CONNECTION. 03 FAN/HOOD CONNECTION. MOUNT AT 60"AFF. 04 DISHWASHER CONNECTION. 05 GARBAGE DISPOSAL CONNECTION. 3 04/11/01 BLDG DEPT COMMENTS 2 2/21/00 PERMIT 1 2/02/99 ISSUE FOR BID Rev. 1 No Date Inue History As FUGLEHERG KOCH ARCHITECTS Orlando 2M Twoe Tmk NRnW Park, R. 32M (407) On -OW 5?0NE5ROOK I I at 5ANFOmmR SEMINOLE COIMY FLORIDA a � ,. M.p 03/I199 3659-40 UNIT C ELECTRICAL PLAN E3.02 m s 99089e32 MOW" 12"=11011 tear rwi 0 A0199 - - 3 It V a nU SECTION 15010 - GENERAL PROVISIONS FOR MECHANICAL WORK PART 1 - GENERAL 1.01 This section covers the general arrangement of the mechanical systems and related Items to complete the work as shown on the drawings and as specified herein. All applicable provisions of the General Conditions, Supplemental General Conditions and Special Conditions are hereby made a part of this Section. 1.02 The work shall include complete testing of all equipment and piping at the completion of the work and making any minor connection changes or adjustments necessary for the proper functioning of the system and equipment. 1.03 Work under this section shall conform to all governing codes, ordinances and regulations of the City, County, and State. 1.04 The Contractor shall be responsible for all errors in fabrication, for the correct fitting, installation and erection of the various mechanical systems as shown on the drawings. 1.09 CODES, RULES, PERMITS, FEES, INSPECTION, REGULATIONS, ETC. A. The mechanical contractor shall give all necessary notices, obtain and pay for all permits, government sales taxes, inspections and other costs including all utility connections, meters, meter settings, taps, tap fees, extensions, etc. In connection with his work; file all necessary plans, prepare all documents and obtain all necessary approvals of all governmental departments and or the appropriate municipality or utility company having Jurisdiction, whether indicated, specified or not. He shall also obtain all required C certificates of inspection for his work and deliver same to the architect before request for acceptance and final payment for the work. Ignorance of codes, rules, regulations, laws, etc. shall not render the mechanical contractor irresponsible for compliance. Each contractor shall also be versed in all codes, rules and regulations pertinent to his part of the work prior to submission of a proposal. B. Each mechanical contractor shall include In his work, without extra cost to the owner, any labor, materials, services, apparatus or drawings in order to comply with all applicable laws, ordinances, rules and regulations, whether or not shown on the drawings and/or specified. C. All materials furnished and all work installed shall comply with the National Fire Codes of the National D Fire Protection Association, with the requirements of local utility companies and with the requirements of all governmental departments having jurisdiction. D. All materials and equipment for the electrical portion of the mechanical systems shall bear the approved label of, or shall be listed by the Underwriters Laboratories, Inc. E. All plumbing work is to be constructed and Installed in accordance with plans and specifications which have been approved in their entirety and/or reflect any changes requested or required by the Standard Plumbing Codes, Standard Gas Codes and/or the Local Authority having Jurisdiction. Plumbing work shall not commence until such plans have been received by the plumbing contractor. F. All heating, ventilation and air conditioning work shall be accomplished in accordance with the state or local building code and amendments thereto, the latest standards recognized by the American Society of Heating, Refrigeration and Air Conditioning Engineers and the National Fire Protection Association. G. Where minimum code requirements are exceeded in the design of the plumbing, HVAC or fire protection systems the design shall govern. H. The mechanical contractor shall ensure that his work is accomplished In accordance with OSHA Standards and that he conducts his work and the work of his personnel on this project in accordance with some. I. All work In conjunction with a natural gas installation shall, in addition to all other codes, rules, regulations, standards, etc. comply with the requirements of the local gas supplier and or municipality. J. All work relating to the handicapped shall be In accordance with regulations currently enforced by the authority having Jurisdiction. K. All work In relation to domestic water systems shall, In addition to all other codes, rules, regulations and standards be in compliance with the requirements of the local water utility company. L. All work In relation to the installation of sanitary or storm sewers shall, in addition to all other codes, 61 rules, regulations and standards, be In compliance with the local agency governing such installations. 11 PART 2 - DRAWINGS AND SPECIFICATIONS 5.02 SERVICE: A. In addition to the guarantee, the Contractor shall 2.01 Contract drawings for work under this section are in provide all repair and adjustment service necessary for part diagrammatic, Intended to convey the scope of work the proper operation of the entire system for a period and indicate the general arrangement of equipment, of one (1) year after the system is put into operation ducts, piping and the approximate size and location of (concurrent with the Guarantee). Upon receipt of notice equipment and outlets. The Contractor shall follow from the Owner's representative of failure of any part these drawings in laying out his work and shall verify of the guaranteed equipment during the guarantee spaces in which his work will be installed, indicating period, the affected part shall be replaced promptly to the Architect where any conflicts or overlapping of with a now part without cost to the Owner. Upon systems occur. failure to take action within 24 hours after being notified, the work will be accomplished by the 2.02 Where Job conditions require reasonable changes in Architect at the expense of the Contractor. Indicated locations and arrangement, proposed departures shall be submitted with detailed drawings to PART 6 - PERMITS AND INSPECTION• the Architect for approval before any of the proposed work is commenced. All approved departures shall be 6.01 The Contractor shall secure and pay for all permits, made at no additional cost to the Owner. licenses, insurance and inspections required for the execution of the work on the project and deliver to the 2.03 The drawings and the specifications are intended to Architect all certificates related to and issued by the Indicate complete and working systems, unless authorities having Jurisdiction. These include a specifically indicated to the contrary. The work certificate of final approval from the Underwriters' Includes the furnishing, installing and connecting of a Inspection Bureau having Jurisdiction, pursuant to all complete working installation In each case to the full electrical work, a certificate of Inspection and extent set forth in the drawings and herein specified. approval from the State Department of Health Plumbing The Contractor shall be responsible for the complete Inspector, and/or local authorities pursuant to all functioning system, unless specifically noted plumbing work. otherwise. 2.04 The drawings and specifications shall be considered as PART 7 - CONTRACTOR FURNISHED DRAWINGS, DESCRIPTIVE cooperative, work and material Included in either, DATA AND MANUALS: though not mentioned in both, shall be a part of the work to be accomplished and shall be carried out completely In as thorough manner as if covered by both. 7.01 SHOP DRAWINGS: A. In accordance with the General Conditions, shop PART 3 - EQUIPMENT DESIGN AND INSTALLATION drawings shall be submitted on all units of prefabricated materials. 3.01 The design, manufacture, testing and method of Installation of all apparatus and materials furnished PART 8 - DEFINITIONS under the requirements of these specifications shall conform to the applicable standard rules of the following. Where materials are not specifically 8.01 CONTRACT S: referred to, but are required, they shall meet the requirements of the applicable code. A. All documents pertinent to the quality and quantity of work to be performed on the project. Includes but not NEMA -National Electrical Manufacturer's Assoc. limited to: plans, specifications, instructions to UL -Underwriter's Laboratories, Inc. bidders, general and special conditions, addenda, ASME American Society of Mechanical Engineers alternates, list of materials, list of sub- ASTM American Society of Testing Materials contractors, unit prices, shop drawings, field orders, ASHRAE -American Society of Heating, Refrigerating change orders, cost breakdown, periodical payment and Air Conditioning Engineers requests, etc. SBCCI Southern Building Code Congress Interna- tional 8.02 INTENT WPA -National Fire Protection Association NEC -National Electrical Code A. It Is the intention of these specifications and all ARI -Air Conditioning & Refrigeration Institute associated drawings to call for finished work, tested SMACNA -Sheet Metal and Air Conditioning and ready for operation. Wherever the word 'provide" Contractor's National Association is used, it shall neon 'furnish and install complete OSHA -Occupational Safety and Health Aft and ready for use". EPA -Environmental Protection Agency -State of Florida Department of Community B. Details not usually shown or specified, but necessary Affairs Energy Code Program for the proper installation and operation of systems, equipment, materials, etc., shall be included in the 3.02 Unless otherwise specified, equipment and materials of work, the same as if herein specified or indicated. the some type and used for the some purpose, shall be products of the some manufacturer. END OF SECTION 15010 PART 4 - TESTS - GENERAL: SECTION 15140 - SUPPORTS AND ANCHORS 4.01 All tests required to establish the adequacy, quality, safety, completed status and suitable operation of each PART 1 - GENERAL system and all components thereof shall be made in'the presence of and to the satisfaction of the Architect or 1.01 WORK INCLUDED his authorized representative and other representatives of State and local Government. All instruments, labor A. Pipe and equipment hangers, supports, and associated and expert service necessary to conduct these tests anchors. shall be supplied by the Contractor; power and fuel will be furnished by the Owner. 1.02 RELATED WORT( A. Section 15410 - Plumbing Piping 4.02 The final inspection and tests are to be made only after the Architect Is satisfied that the work described in these specifications has been completely PART 2 - PRODUCTS Installed in accordance with the true spirit and Intent of these specifications and that complete preliminary 2.01 PIPE HANGERS AND SUPPORTS tests were mode which indicate adequacy, quality, completion and satisfactory operation. The acceptance A. Hangers for Pipe Sizes 1/2 to 1-1/2 Inch: Malleable of the work herein specified, shall not in any way iron/carbon steel, adjustable swivel, split ring. prejudice the Owner's right to demand replacement of defective material and/or workmanship. B. Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods; cost Iron roll and stand for hot pipe sizes 6 inches and over. PART 5 - GUARANTEE AND SERVICE: C. Wall Support for Pipe Sizes to 3 Inches: Cast iron 5.01 GUARANTEE: hook. A. All equipment shall be guaranteed for a period of one D. Wall Support for Pipe Sizes 4 Inches and Over: Welded (1) year from the date of acceptance, as evidenced by steel bracket and wrought steel clamp; adjustable steel date of certificate for final payment, against yoke and cast iron roll for hot pipe sizes 6 inches and defective materials, design and workmanship. over. E. Vertical piping shall be supported In the center of each riser but not over 15 feet on centers and shall be supported at the base of the riser on a base elbow or tee with pipe stand only where shown on drawings. Pipe support shall be a riser clang. For uninsulated brass or copper pipe or tubing, the riser clamp shall be compatible with nonferrous piping or shall be electrolytically coated steel as for hangers. F. Copper Pipe Support: Carbon steel ring, adjustable, copper plated. 2.02 HANGER RODS A. Steel Hanger Rods: Threaded both ends, threaded one end, or continuous threaded. 2.03 INSERTS A. Inserts: Malleable iron case of galvanized steel shell and expander plug for threaded connection with lateral adjustment, top slot for reinforcing rods, lugs for attaching to forms; size Inserts to suit threaded hanger rods. 2.04 BEAM CLAMPS A. Beam clamps shall have malleable iron Jaws, steel bolt or tie rod and nut. B. C-clamps will not be permitted unless retainer is provided. 2.05 FINISH A. Prime coat exposed steel hangers and supports. Hangers and supports located in crawl spaces, pipe shafts, and suspended ceiling spaces are not considered exposed. PART 3 - EXECUTION 3.01 INSERTS A. Provide inserts for suspending hangers from reinforced concrete slabs and sides of reinforced concrete beams. B. Provide hooked rod to concrete reinforcement section for Inserts carrying pipe over 4 inches. C. Where concrete slabs form finished ceiling, provide Inserts to be flush with slab surface. D. Where inserts are omitted, drill through concrete slab from below and provide thru-bolt with recessed square steel plate and nut recessed Into and grouted flush with slab. 3.02 PIPE HANGERS AND SUPPORTS A. Support horizontal piping as follows: Single Thickness Maximum Spacing Nominal Rod of Insulation Ferrous Copper Pipe Size Diameter Shield Piping Tubing 3/41 Under 3/8' 16 gauge 6' S' 1" 3/8' 16 gauge 7' 6' 1-1/4' 3/8' 16 gauge W 8' 1-1/2'&2" 3/8" 16 gauge 9' 8' 2-1/2'&3" i/2' 12 gauge 12, 8' 4"&5' 5/8' 12 gauge 14' 8' B. Install hangers to provide minimum 1/2 inch space between finished covering and adjacent work. C. Place a hanger within 12 Inches of each horizontal elbow. D. Use hangers with 1-1/2 inch minimum vertical adjustment. E. Support horizontal cast iron pipe adjacent to each hub, with 5 feet maximum spacing between hangers. F. Support vertical piping at every other floor. Support vertical cast iron pipe at each floor at hub. G. Where several pipes can be Installed in parallel and at some elevation, provide multiple or trapeze hangers. H. Support riser piping independently of connected horizontal piping. END OF SECTION 15140 SECTION 15260 - PIPING INSULATION PART 1 - GENERAL 1.01 WORK I NCLUDED A. Piping insulation. B. Jackets and accessories. PART 2 - PRODUCTS 2.01 INSULATION A. Type A glass fiber insulation; ANSI/ASTM C547; "K" value of .24 at 75 degrees F; noncombustible. 2.02 JACKETS A. Interior applications 1. Vapor Barrier Jackets: Kraft reinforced foil vapor barrier with self-sealing adhesive Joints. 2. PVC Jackets: One piece, premolded type. 3. Canvas Jackets: UL listed treated cotton fabric, 6 oz/sq yd. 2.03 ACCESSORIES A. Insulation Bonds: 3/4 inch wide; 0.015 inch thick galvanized steel, stainless steel. 0.007 inch 0.18 thick aluminum PART 3 - EXECUTION 3.01 PREPARATION A. Install materials after piping has been tested and approved. 3.02 INSTALLATION A. Install materials in accordance with manufacturer's Instructions. B. Continue insulation with vapor barrier through penetrations. C. In exposed piping, locate insulation and cover seams In least visible conditions. D. On insulated piping with vapor barrier, insulate fittings, valves, unions, flanges, strainers, flexible connections, and expansion joints. E. Provide an insert, not less than 6 Inches long, of some thickness and contour as adjoining Insulation, between support shield and piping, but under the finish jacket, on piping 2 inches In diameter or larger, to prevent Insulation from sagging of support points. Inserts shall be cork or other heavy density Insulating material suitable for the planned temperature range. Factory fabricated inserts may be used. Insert shall extend around bottom 120 degrees of pipe barrel and shall be Included inside vapor,,barrier jacket where applied. See section 15140 for shields and hangers. F. Neatly finish insulation at supports, protrusions, and Interruptions. G. Jackets. 1. Indoor, Concealed Applications: Insulated dual - temperature pipes or pipes conveying fluids below ambient temperature shall have vapor barrier Jackets, factory -applied or field -applied. Insulate fittings, joints, and valves with molded insulation of like material and thickness as adjacent pipe, and finish with glass cloth and vapor barrier adhesive. 2. Indoor, Exposed Applications: For pipe exposed in mechanical equipment rooms or in finished spaces, Insulate as for concealed applications. Finish with canvas Jacket; size for finish painting. Do not use PVC Jackets. l:6:tL.1lltol;l PIPING PIPE SIZE THICKNESS (inch) (inch) Domestic Hot Water Supply all 1/2' Domestic Hot Water Recirculating all i/2" Chrome Plated Piping to Plumbing Fixtures none END OF SECTION 15260 SECTION 15410 - PLUMBING PIPING PART 1 - GENERAL 1.01 WORK INCLUDED A. Pipe and pipe fittings. B. Valves C. Sanitary sewer piping system D. Domestic water piping system 1.02 RELATED WORK A. Section 15050 - Basic Materials and Methods B. Section 15140 - Supports and Anchors C. Section 15260 - Piping Insulation D. Section 15430 - Plumbing Specialties E. Section 15440 - Plumbing Fixtures and Equipment 1.03 QUALITY ASSURANCE A. Valves: Manufacturer's name and pressure rating marked on valve body. PART 2 - PRODUCTS 2.01 SANITARY SEWER PIPING A. PVC Pipe: ASTM D2665 SC40. Fittings: PVC. Joints: ASTM D2855, solvent weld. B. Steel Pipe: ASTM A53 or A120, Schedule 40 galvanized. Fittings: Galvanized malleable cast iron drainage pattern. Joints: screwed. C. Cast Iron Pipe: ASTM A74, service weight. Fittings, cast Iron. Joints, Hub -and -spigot, CISIP HSN compression type with ASTM C554 neoprene gaskets or lead and oakum D. PVC pipe shall not be used In fire wall penetrations and ceiling return plenums where not permitted by Building Code. 2.02 WATER PIPING A. Copper water tube (ASTM B88) type "L" above slab; type 'Y below slab or below grade outside the building with wrought -copper (ANSI B16.22) or cast brass (ANSI B16.18) pressure fittings and alloy grade (ANSI/ASTM B32) 95TA lead-free solder Joints. B. Copper water tube below slab or grade shall be protected against corrosion by coating or wrapping with an approved Inert material. Joints below slab are not allowed. C. At contractor's option, and If allowed by the local authorities having Jurisdiction, plastic piping may be used. D. All plastic piping shall be rated continuous service for 100 psi working pressure at 180 degrees F. and shall comply with ASTM/NSF-pw Standards 14 and 61. E. Piping above floor slab only: CPVC-HCWD, CTS, SDR-11, rigid (ASTM D-2846) plastic pipe with solvent cement socket welded type pressure fittings. F. Piping below floor slab or below grade outside the building: CPVC ached. 80 rigid plastic pipe (ASTM F441) with ached. 80 (ASTM F438) cement socket welded type pressure fittings. Compression and crimp -style fittings or Joints below slab are not allowed. 2.03 NATURAL GAS PIPING A. Steel PIpe: (Exterior) ASTM A53 or A120, Schedule 40 black. Fittings: ASTM A234, forged steel welding type, with ANSI/AWWA C105 polyethylene jacket or double layer, half -lapped 10 mil polyethylene tape. Joints: ANSI/AWS D1.1, welded. B. Polyethylene Pipe: (Exterior) ASTM D2513, SDR 11.5. Fittings: ASTM D2683 or ASTM D2513 socket type. Joints: Fusion welded. C. Steel Pipe: (Interior) ASTM A53 or A120, Schedule 40 black. Fittings: ANSI/ASME B16.3, malleable iron, or ASTM A234, forged steel welding type. Joints: Screwed for pipe two Inches and under: ANSI/AWS Di.I welded, for pipe over two inches. 2.04 DIELECTRIC CONNECTIONS A. Union with galvanized or plated steel threaded and, copper solder and, water impervious isolation barrier. 2.05 GLOBE VALVESrANO GATE VALVES A. Up to 2 Inchon: Bronze body, rising stem and handwheel, Inside screw, renewable composition disc, solder/screwed ends, with backseating capacity. B. Over 2 Inches: Iron body, bronze trim, rising stem and handwheel, OS&Y, plug -type disc, flanged ends. 2.06 BALL VALVES A. Up to 2 Inches: Bronze/Stainless steel body, stainless steel ball, teflon seats and stuffing box ring, lover handle and balancing stops/solder/threaded ends/with union. B. Over 2 Inches: Cast steel body, chrome plated steel ball, teflon seat and stuffing box seals, lever handle or gear drive handwheel for sizes 10 inches and over, flanged. 2.07 SWING CHECK VALVES A. Up to 2 Inches: Bronze 45/22 degree swing disc, solder/screwed ends. B. Over 2 Inches: Iron body, bronze trim, 45/22 degree swing disc, renewable disc and seat, flanged ends. 2.08 WATER PRESSURE REDUCING VALVES A. Up to 2 Inches: Bronze body, stainless steel and thermoplastic Internal parts, fabric reinforced diaphragm, strainer, threaded/and single union/double union ends. B. Over 2 Inches: Cast Iron body, bronze fitted, elastomer diaphragm and seat disc, flanged. 2.09 RELIEF VALVES A. Bronze body, teflon seat, steal stem and springs, automatic, direct pressure actuated, capacities ASME certified and labeled. 2.10 GAS COCKS A. Up to 2A' Inches: Bronze body, bronze tapered plug, non -lubricated, teflon packing, threaded ends. 2 10 Fri F 0 -1 W r2 2/21/00 PERMIT 1 2/02/99 ISSUE FOR BID Rev. No Date law Hbtory FUGLEBERG KOCH ARCHITECTS Orlando 2W Temple TrA venter Pmk R. RM (407) 829- 585 • ti .;t E'"�'ti 5TONEBROOK 11 at 5ANFOOrwr" F We,t 1 2 3 4 5 0 9 10 eta swftp1 rtroren," 12"40m LW "a. 05/10/90 C C C F Cx PART 3 - EXECUTION 3.01 PREPARATION A. Ream pipe and tube ends. Remove burrs. /Bevel plain end ferrous pipe. B. Remove scale and dirt, on inside and outside, before assembly. C. Prepare piping connections to equipment with flanges or unions. 3.02 INSTALLATION A. Provide non -conducting dielectric connections wherever jointing dissimilar metals. B. Route piping in orderly manner and maintain gradient. C. Install piping to conserve building space and not Interfere with use of space. D. Group piping whenever practical at common elevations. E. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected equipment. F. Provide clearance for installation of insulation and access to valves and fittings. G. Provide access where valves and fittings are not exposed. H. Slope water piping and arrange to drain at low points. 3.03 APPLICATION A. Install brass male adapters each side of valves in copper pipe system Sweat solder adapters to pipe. B. Install gate, ball or butterfly valves for shut-off and to isolate equipment, part of systems, or vertical risers. C. Install globe/ball/butterfly valves for throttling, bypass, or manual flow control services. 3.04 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM A. Prior to starting work, verify system is complete, flushed and clean. B. Ensure PH of water to be treated is between 7.4 and 7.6 by adding alkali (caustic soda or soda ash) or acid (hydrochloric). C. Inject disinfectant, free chlorine in liquid, powder, table or gas form, throughout system to obtain 50 to 80 mlg/L residual. D. Bleed water from outlets to ensure distribution and test for disinfectant residual at minimum 15 percent of outlets. E. Maintain disinfectant in system for 24 hours. F. If final disinfectant residual test less than 25 mg,L, repeat treatment. G. Flush disinfectant from system until residual equal to that of incoming water or 1.0 mg/L. END OF SECTION 15410 SECTION 15430 - PLUMBING SPECIALTIES PART 1 - GENERAL 1.01 WORK INCLUDED A. Water hammer arresters. B. Hose bibbs hydrants. C. Backflow preventors. D. Interceptors. 1.02 RELATED WORK A. Section 15140 - Supports and Anchors B. Section 15410 - Plumbing Piping. C. Section 15440 - Plumbing Fixtures and Equipment. PART 2 - PRODUCTS 2.01 WATER HAMMER ARRESTERS A. Engineered water hammer arresters shall be the Hydra - Rester as manufactured by Sioux Chief Mfg. Co. Arresters shall be of the piston type with a seamless type L copper chamber and have a 60 psi air charge above a three o-ring piston. Units shall be certified and sized by PDI-WH2O1, approved by ASSE-1010 and carry an unconditional lifetime warranty. Arresters shall be Installed per manufacturer's installation instructions. SEE DRAWING NOTES. 2.02 HOSE BIBBS/HYDRANTS A. Bronze or brass, replaceable hexagonal disc, hose thread spout, chrome plated where exposed to interior/and to exterior with vacuum breaker in conformance with ANSI/ASSE 1011. B. ANSI/ASSE 1019; non -freeze, self -draining type with chrome plated/polished bronze/wall plate/lockable recessed box hose thread spout, removable key, and vacuum breaker. 2.03 GREASE INTERCEPTORS A. Construction: Epoxy coated fabricated steel or precast concrete flush with floor with anchor flange and multi -weir baffle assembly, integral deep seal trap, removable integral flow control, and non skid epoxy coated steel cover with gasket securing handle, and enzyme injection port. 2.04 BACKFLOW PREVENTERS A. See Civil Drawings for size, type and location. PART 3 - EXECUTION 3.01 PREPARATION A. Coordinate cutting, forming and roof or floor construction to receive drains to required invert elevations. 3.02 INSTALLATION AND APPLICATION A. Install specialties in accordance with manufacturer's Instructions to permit intended performance. B. Extend cleanouts to finished floor or wall surface. Lubricate threaded cleanout plugs with mixture of graphite and linseed oil.- Ensure clearance at cleanout for nodding of drainage system. C. Encase exterior cleanouts in concrete flush with grade. END OF SECTION 15430 SECTION 15440 - PLUMBING FIXTURES AND EQUIPMENT PART 1 - PLUMBING FIXTURES 1.01 GENERAL A. All plumbing fixtures and their installation shall conform to the requirements of the applicable Plumbing Code. B. Exposed metal work shall be bright chrome -plated brass except as noted. C. All fixtures shall be by the same manufacturer. 1.02 MANUFACTURERS: A. American Standard, Crane, Kohler, Eljer, Briggs, Halsey Taylor, Oasis, Bemis, Elkay, or equal. SEE NOTES ON DRAWINGS. PART 2 - PRODUCTS 2.01 Provide fixtures and trim where specified on drawings. 2,02 Products listed in schedule on drawings shall determine quality and grade required. If other than those listed In schedule are to be used, equal or parallel grade shall be used. PART 3 - INSTALLATION 3.01 Install each fixture with traps, easily removable for servicing and cleaning. 3.02 Provide bright chrome plated flexible supplies to fixtures with wheel handle stops, reducers and escutcheons. 3.03 All wall -hung fixtures shall be furnished with carriers. 3.04 Work shall be accurately laid out and roughed -in so that all piping will be straight and true without bends and offsets and no such bends and offsets will be acceptable unless they are unavoidable and are allowed by the Architect. 3.05 Seal fixtures to wall and/or floor surfaces with sealant, color to match fixtures. 3.06 If fixture mounting surfaces do not allow mounting to be level and plumb, surfaces are to be grounded smooth and flat. PART 4 - DRAINS 4.01 All drains shall be constructed of the finest quality cast iron, coated with the manufacturer's standard protective point and furnished with all items specified and shall conform to Local and State Plumbing Code. 4.02 Exposed metal work shall be bright chrome plated brass except as noted. 4.03 All drains shall be as manufactured by Josam, Wade, Zurn, or approved equal. 4.04 SEE SCHEDULE ON DRAWINGS END OF SECTION 15440 SECTION 15450 - DOMESTIC WATER HEATERS PART 1 - GENERAL 1.01 WONT( INCLUDED: A. Water heaters, gas/electric. 1.02 SEE DRAWINGS FOR FURTHER CONDITIONS, REQUIREMENTS, AND SCHEDULES. 1.03 QUALITY ASSURANCE: A. Insure products and installation of specified products are in conformance with recommendations and requirements of the following organizations: National Sanitation Foundation (NSF). American Society of Mechanical Engineers (ASME). National Society of Boiler and Pressure Vessel Inspectors (NBBPVI). National Electrical Manufacturer's Association (NEMA). Underwriter's Laboratories (UL). American Gas Association (AGA). 1.04 DELIVERY, STORAGE AND HANDLING: A. Deliver products to site under provisions of Section 15010. B. Store and protect products under provisions of Section 15010. C. Provide temporary inlet and outlet caps. Maintain caps in place until installation. 1.05 SUBMITTALS: A. See Section 15010 for information on submittals. PART 2 - PRODUCTS 2.01 GAS WATER HEATER A. Provide State, Smith, Lochinvar or equal, gas water heater of size as shown on drawings. B. Vertical storage type for 150 PSIG maximum working pressure. C. Glass lined welded steel tank, thermally insulated with 2' thick glass fiber; encased in corrosion -resistant steel jacket; baked -on enamel finish. D. Automatic water thermostat and built In gas pressure regulator with externally adjustable temperature range from 120 to 170 degrees F, cast iron or sheet metal burner, safety pilot and thermocouple. E. Welded steel water connections with external threads and dip tube, drain valve, high density magnesium anode and temperature and pressure relief valve. Use dielectric unions to connect to copper water piping. F. Provide AMSE, Watts V4' type 1OOXL combination temperature and pressure relief valves. 2.02 ELECTRIC WATER HEATER: A. Provide State, Smith, Lochinvar or equal, automatic, electric, vertical storage type, 150 PSIG maximum working pressure. Water heater of size as shown on drawings. B. Glass lined welded steel tank, thermally insulated with 2' thick glass fiber; encased In corrosion -resistant steel jacket; baked - on enamel finish. C. Automatic water thermostat with externally adjustable temperature range from 120 to 170 degress F, flanged or screw -in nichrome elements, enclosed controls, electrical junction box and over temperature cutoff at 210 degrees F. D. Welded steel water connections with external threads and dip tube, drain valve, high density magnesium anode and temperature and pressure relief valve. Use dielectric unions to connect to copper water piping. E. Provide ASME, Watts V4' type 100XL combination temperature and pressure relief valves. 2.03 DIAPHRAGM - TYPE EXPANSION TANKS: A. Construction: Welded steel, tested and stamped in accordance with Section 8D Of ANSI/ASME Code; supplied with National Board Form U-1, rated for working pressure of 125 psig, with flexible EPDM diaphragm sealed into tank, and steel legs or saddles. Manufactures: Amtrol or State for portable water. END OF SECTION 15450 SECTION 15622 - SPLIT SYSTEM AIR CONDITIONING UNIT PART 1 - GENERAL 1.01 WORK INCLUDED A. Air Handling unit (AHU). B. Condensing unit (CU). C. Refrigerant piping. D. Controls. 1.02 WARRANTY A. Provide five year warranty on compressors. PART 2 - PRODUCTS 2.01 GENERAL A. Provide upflow and horizontal type units with electric heating elements and electric refrigeration. Subject to compliance with requirements, products which may be incorporated in the work include, but are not limited to, the following: Trane, Carrier, McQuay, First, Arcoaire. B. Provide self-contained, packaged, factory assembled, pre -wired AHU consisting of cabinet, supply fan, electric heat, controls, air filter, refrigerant cooling coil and CU containing compressor, condenser coil and condenser fan. 2.02 FABRICATION A. Air Handling Unit 1. Cabinet: Provide painted steel cabinet. 2. Circulating Fans: Provide units with double inlet aluminum centrifugal blowers, belt driven or direct connected to resiliently mounted, PSC motor with built-in over -load protection. 3. Air Filter: Provide one Inch throwaway type filters and one set of extra filters. 4. Electric Heating Coils: U.L. listed for use with AHU. Shall be helically wound open coil, be of hydronic type finned -tube construction with resistance elements inserted in tubes, or be spiral sheath type. Units shall be factory wired with unit mounted heat switch, magnetic contactors, high temperature cutout safety control, and fan override thermostat. 5. Refrigerant Coils: Shall be solid copper tubing with aluminum fins and fed with Refrigerant 22 through capillary restrictor and no -frost full capacity control. B. Condensing Unit 1. General: Air cooled condensing units shall be factory -assembled into a weatherproof cabinet with common base size. Standard operating range 10 to 120 degrees F outdoor ambient. Filter drier shall be factory installed. All models shall be CSA and UL approved and comply with ARI Standard 210, national rating standard of the Air Conditioning and Refrigeration Institute. 2. Casings: Shall be 18-gauge zinc- coated steel, phosphatized, painted with epoxy resin primer (exterior surface) and finished with acrylic top coat. Removable panel shall allow access to all components and connections. Die -formed mounting rails shall be integral part of unit base. Provide drainage holes in base pan of all units. 3. Condenser Fan: Shall be aluminum aerodynamic design, statically balanced. Provide direct - drive, heavy-duty, permanently lubricated motors with built-in thermo-overload protection. Fan/motor support shall be mounted to cabinet top. 4. Compressor: Shall be'hermetic or semi -hermetic type. Provide internal spring isolation and two -stage sound muffling. Provide winding thermostat and current overload device coupled with pressure limiting valve. Internal protection devices shall provide protection for motor overload, locked rotor, extreme voltage supply, excessive winding temperatures, extreme pressures, loss of refrigerant charge and compressor cycling. Off cycle crankcase heater shall be included. C. Refrigerant Piping 1. All refrigeration piping shall be Type ACR hard drawn copper tubing and shall be precapped, precleaned and dry nitrogen charged at the factory. This piping shall be capped throughout the construction to prevent any foreign materials from entering the piping. Fittings shall be wrought copper solder joint type. Dry nitrogen shall be bled through piping while joints are being brazed. Joints shall be as follows: Copper to Brass - Silver Solder. Copper to Copper - Silfos. 2. Joints: Copper tubing connections shall be made up with 95/5 tin antimony solder or silfos, in accordance with the recommendations of the manufacturer or as specified hereinafter. 3. Insulation For Refrigerant Piping: Armstrong Armaflex insulation 1/2' thick with fittings covered with mitered sections of insulation and sealed with 520 adhesive. All insulation on outdoor installation shall be, additionally protected with two (2) coats of Armaflex vinyl -lacquer type finish. 4. Insulation For Condensate Drain Lines: All horizontal runs above slab and all drain lines in unconditioned spaces shall be insulated as specified in 3 above. PART 3 - CONTROLS 3.01 THERMOSTAT A. Provide thermostat with automatic heating/cooling selection and fan on/off /auto switch. Thermostat shall have multiple heating and cooling stages corresponding to split system schedule on Drawings. 3.02 SEQUENCE OF CONTROL A. On a call for cooling, thermostat shall cycle compressor on and energize the AHU fan motor. B. Heat Pump: On a call for heating, thermostat shall cycle on the compressor and AHU fan motor for first stage heating. If further heating Is required, thermostat shall cycle on the electric resistance heating coils. C. If heat pump cycle is not provided, thermostat shall cycle AHU fan and electric resistance heating coils. Heating coils and thermostat shall be staged per schedule on Drawings. D. Provide flow switch in supply air plenum that will not allow electric resistance heaters to be energized until air flow is proven. 3.03 F I RESTAT A. Provide firestat in main return air stream of each AHU delivering 2000 CFM or more, and as required by code. Install upstream (prior) to outdoor air Intakes. B. Firestat shall disable the AHU in the event of excessive temperature in the ducts. C. Firestat shall be equal to Honeywell model L4029E1011. SECTION 15660 - AIR DISTRIBUTION DEVICES PART 1 - REGISTERS, GRILLES, DIFFUSERS, AND LOUVERS 1.01 Furnish and install where shown on drawings all registers, grilles, diffusers and louvers in accordance with the tabulation in the schedule on drawings. 1.02 Provide accessories and modifications as indicated in schedule notes. 1.03 Manufacturer listed in schedule is for design selection only. Registers, grilles, and diffusers as manufactured by Air Mate, Krueger, Titus, Carnes, Metalaire or approved equal will be accepted. END OF SECTION 15660 SECTION 15870 - POWER VENTILATORS PART 1 - GENERAL 1.01 WORK INCLUDED A. Wall exhaust fans. B. Calling exhaust fans. 1.02 RELATED WORK A. Section 15M - Ductwork. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Carnes, Greenhock, Penn, Broan, Nutone or approved equal. 2.02 WALL EXHAUST FANS A. Centrifugal or Axial Fan Unit: V-belt or direct driven, with spun aluminum housing; resiliently mounted motor; 112 inch mesh, aluminum bird screen. B. Disconnect Switch: Factory wired, non -fusible, in housing for thermal overload protected motor. C. Backdraft Damper: Gravity activated, aluminum multiple blade construction, felt edged with nylon bearings. 2.03 CEILING EXHAUST FANS A. Centrifugal Fan Unit: V-belt or direct drive, with galvanized steel housing lined with 1/2 Inch acoustic Insulation, resilient mounted motor, gravity backdraft damper in discharge. B. Disconnect Switch: Factory wired, non -fusible, in housing for thermal overload protected motor. C. Grille: Molded white plastic or aluminum with baked white enamel finish. D. Speed Controller; Solid State. PART 3 - EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's Instructions. B. Secure roof exhausters with lag screws to roof curb. END OF SECTION 15870 SECTION 15890 - DUCTWORK PART 1 - GENERAL 1.01 NORf( INCLUDED A. Low pressure ducts. B. Insulation. 1.02 DEFINITIONS A. Duct Sizes: Inside clear dimensions. For lined ducts, maintain sizes inside lining. PART 2 - PRODUCTS 2.01 MATERIALS A. General: Non-combustible or conforming to requirements for Class 1 air duct matorials, or UL 181. B. All duct material and covering shall have a flame spread rating of 25 or lose and a smoke developed rating of 50 or less when tested in accordance with ASTM E84. C. Steel Ducts: ASTM A525 or ASTM A527 galvanized steel sheet, lock -forming quality, having zinc coating of 1.25 oz. per sq.ft. for each side in conformance with ASTM A90. D. Fibrous Glass Ducts: UL 181; 1 inch thick minimum rigid glass fiber with aluminum foil; glass scrim and kroft or plastic jacket vapor barrier; minimum R - value of 6.0 at 75' F. R - value may be 4.5 If duct is Installed in mechanically cooled space or between floors. C1 ,b i 0 L 72 0 Cx 2 2/21/00 PERMIT 1 2/02/99 ISSUE FOR BID Rw. No Date Inue Hbtary FUGLEBERG KOCH ARCHITECTS Orlando nW Twos TrdL wMr Park, Fi. 3ZM (407) AN-M 5TONEVRO"OK ;ONUS at 5ANFOOr" w._e, MINOLE COWY, - -_ W �, 2 3 0 1 E �O I NOTES W C IN In F G H E. Flexible Ducts: Interlocking spiral of galvanized B. Exterior Insulation Application: SECTION 15895 - DUCTWORK ACCESSORIES E. If installed in a wall with less than a 3-hour fire SECTION 15950 - SYSTEM BALANCING steel, or fabric supported on helically wound spring steel wire. Flexible ducts shall conform to UL 181. C. Secure insulation with vapor barrier with wires and protection rating, fire damper shall have a minimum Working pressure up to 4" W.G. Maximum velocity seal jacket joints with vapor barrier adhesive or tape PART 1 - GENERAL 1r rating. If installed in a wall with a rating PART 1 - GENERAL 5.000fpm► Maximum length per run shall be 20 feet. to match Jacket. off 3 3 hours or longer, fire damper shall have a 1.01 WORT( INCLUDED: minimum 3-hour rating. F. Insulated Flexible Duct: Flexible duct wrapped with D. Seal vapor barrier penetrations by mechanical fasteners 2.04 SMOKE DAMPERS flexible glass fiber insulation, enclosed by seamless with vapor barrier adhesive. A. Volume control dampers 1.01 WORT( INCLUDED aluminum pigmented plastic vapor barrier Jacket. A. Fabricate in accordance with NFPA 90A and UL 555, and G. Fasteners: Rivets, bolts or sheet wall screws. E. Internal Application: B. Firedampers as indicated. A. Total system balancing shall be performed in accordance with the latest edition of AABC and WEBS National Standards H.B. H. Sealant: Non -hardening, water resistant, fire Adhere insulation with adhesive for 100 percent C. Combination fire and smoke dampers Normally Closed Smoke Vent Dampers: Curtain type, for total system balancing, and in accordance with the scope resistive, compatible with mating materials; liquid coverage. Secure insulation with mechanical fasteners on 15 inch centers maximum on top and side of ductwork D. Smoke dampers opening by gravity upon actuation of electro thermal of work specified in the contract documents. used along or with tape, or heavy mastic. with dimension exceeding 20 Inches. Seal and smooth link, flexible stainless steel blade edge seals to B. Total system balancing shall not begin until all Joints. Do not use nail -type fasteners. Seal vapor E. Backdraft dampers provide constant sealing pressure. systeme are complete. PART 3 -INSTALLATION barrier penetrations by mechanical fasteners with vapor F. Air turning devices C. Normally Open Smoke Damper: Curtain typo, closing upon C. Upon co p completion of the work, the contractor shall submit barrier adhesive. actuation of electro thermal link, flexible stainless three copies of the complete teat and balance report. 3.01 LOW PRESSURE DUCTWORK F. Ductwork dimensions indicated are net inside dimensions G. Flexible Duct Connections steel blade edge seals to provide constant sealing A. Fabricate and support in complete accordance with required for air flow. Increase ductwork to allow for pressure, stainless steel springs with locking devices ensure positive closure for units mounted horizontally. PART 2 - PRODUCTS SMACNA Low Pressure Duct Construction Standards and insulation thickness. PART 2 - PRODUCTS 2.01 NOT APPLICABLE. ASHRAE Handbooks, latest editions, except as Indicated. Motorized Smoke Dampers: Curtain type, normally open Provide duct material, gages, reinforcing, and sealing 404 . INSULATION SCHEDULED. 2.01 VOLUME CONTROL DAMPERS with power on, close automatically when power Is PART 3 - EXECUTION for operating pressures indicated. interrupted, UL-listed and labeled damper and danger A. Supply and return ducts shall be fibrous glass or A. Fabricate In accordance with SMACNA Low Pressure Duct operator. 3.01 SUPPLY FANS B. Size round ducts installed in place of rectangular shall be insulated. Construction Standards, and as indicated. Air Balance, ducts in accordance with ASHRAE table of equivalent Barber -Colman, Carnes, National Controlled Air, Ruskin, E. Electra Thermal Link: Fusible link which melts when A. After total system balancing, the following values shall rectangular and round ducts. No variation of duct B• Outside air ducts shall be flexible or galv. steel, externally Cesco or approved equal. subject to local heat of 165 degrees F and from be reported: configuration or sizes permitted except by written insulated to R - value of 4.5 (6.0 not required). external electrical impulse; UL listd and labeled. permission. B. Fabricate single blade dampers for duct sizes to 12 1. Fan RPM C. Interior exhaust duct from toilet roof and dishwasher inch. 2.05 BACKDRAFT DAMPERS- 2. Motor voltage and amps C. Construct T'a, bends and elbows with radius of not less shall not require insulation. 3. Entering static pressure than 1-1/2 times width of duct on centerline. Where C. Fabricate multi -blade damper of opposed blade pattern A. Dampers shall be Air Balance Vent Cock, Anemostat, 4. Leaving static pressure not possible and where rectangular elbows are'used, D. Combustion air duct shall have external insulation with maximum blade sizes 12 x 72 inch. Assemble center Ruskin Cesco or approved equal. provide turning vanes. with R - value of 6.0 minimum at 75'F. and edge crimped blades in prime coated or galvanized B. When applicable, final fan setting shall be based on PART 5 - HANGERS channel from with suitable hardware. B. Gravity backdraft dampers, size 18 x 18 inches or rated wet cooling coil resistance. D. Increase duct sizes gradually, not exceeding 15 degrees smaller, furnished with air moving equipment, may be divergence wherever possible. Divergence upstream of D. Except in round ductwork 12 inches and smaller, provide air moving equipment manufacturers standard C. When job conditions permit, static pressure shall be equipment shall not exceed 30 degrees; convergence 5.01 All duct hangers in direct contact with galvanized duct and bearings. On multiple blade dampers, provide construction. measured as follows: downstream shall not exceed 30 degrees. shall be galvanized steel. oil -impregnated nylon or wintered bronze bearings. C. Fabricate multi -blade, parallel action gravity balanced 1. Static pressure leaving the fan shall he taken as for E. Provide easements where low pressure ductwork conflicts p 5.02 Duct hangers may be directly attached to ducts. Ducts g y y E. Provide locking, Indicating g g quadrant regulators on backdraft dampers of 16 gage galvanized steel, with downstream from the fan as is practical, but shall be with piping and structure. Where easements exceed 10 shall be hung by angles or straps as detailed on drawings. single and multi -blade dampers. Mere rod lengths center pivoted blades of maximum 6 inch width, with upstream of any restrictions In the duct (such as a turn). percent duct area, split into two ducts containing Rods, straps or angles may be used In trapeze hangers. exceed 30 Inches provide regulator at both ends. felt or flexible vinyl sealed edges, linked together in original duct area. There shall be not lees than one set of hangers for rattle -free manner with 90 degree stop, steel ball 2, Static pressure entering a double inlet fan shall be measured each section of ductwork. Where elbows or tees are 2 02 FIRE DAMPERS bearings, and plated steel pivot pin; adjustment device through g the wall of the plenum which houses the fan. In all cases F. Connect flexible ducts to metal ducts with draw bands installed for changes in direction, hangers shall to permit setting for varying differential static the readings shall be taken so as to r©present as true a value or adhesive plus sheet metal screws. be provided. A. Fire dampers shall be Air Balance Type AL, CL, ML or pressure. as possible. True value is actual measured static pressure. AIL, Anemostat, Tuttle and Bailey, National Controlled G. Use crimp Joints with or without bead for Joining round Air, Ruskin, Casco, or approved equal. 2.06 AIR TURNING DEVICES: 3.02 OUTLETS duct sizes 8 inches and smaller with crimp in direction of air flow. 5.03 Where trapeze hangers are used, the bottom of the duct B. Fabricate in accordance with NFPA 90A and UL 555, and A. Air turning vanes shall be Barber/Colman, Tuttle and A. All quantities shall be measured according to the shall be supported to angle sized as follows (for round as Indicated. Bailey, Anemostat, Metalalre or approved equal. AABC National Standards,1982. 3.02 FIBROUS GLASS DUCTS ducts, the angle shall conform to the bottom 120 degrees of the duct): C. Fabricate ceiling dampers of galvanised steel, 22 gage B. Multi -blade device with blades aligned in short B. The systems shall be balanced so that the total supply air A. Fabricate and install in accordance with SMACNA Fibrous Diameter of Duct Width of Duct Bottom Angle Sizes frame, stainless steel closure spring, and light dimension; steel or aluminum construction; with quantity to each space shall be within -59 to +10% of the design amount. Glass Duct Construction Standards 5th Edition 197% weight, heat retardant non -asbestos fabric blanket individually adjustable blades, mounting straps. latest edition, except as indicated. ,` " , 0 - 34 0 - 30 i, x 1 x 1/8 closure. Provide in all square turns. C. The pattern of all adjustable outlets shall be B. Machine fabricate fibrous glass ducts and fittings. 35" A Larger 31" - 48" 1-1/2" x 1-1/2" x 1/6" D. Fabricate curtain type dampers of galvanized steel with 2.07 FLEXIBLE DUCT CONNECTIONS: adjusted for proper distribution without drafts. Make only minor on site manual adjustments, interlocking blades. Provide stainless steel closure 5.04 All hangers shall be sufficiently cross -braced to springs and latches for horizontal installations. A. Shall be vent fabric 6' Ventglos, Anemostat, D. If, during total system balance, there detects any outlet C. Staple duct Joints and seal with fabric and mastic. eliminate, in the opinion of the Architect, excessive Configure with blades out of air stream. Barber/Colman or approved equal." conditions that will not allow proper balancing to be away. Wherever ductwork contains filter sections, performed, the facts shall be reported I1161ediately. coils, fans or other heavy equipment (excluding E. Fabricate multiple blade fire dangers with 16gage p B. Fabricate in accordance with SMACNA HVAC Duct D. Do not use fibrous glass ducts within 12 inches of registers, grilles, diffusers, splitter dampers, etc.) galvanized steel fray and blades, oilngs Construction standards tot Edition, 1985. electric or fuel fired heaters. such equipment shall be hung independently of the bronze or stainless steel sleeve bearings and plated and plat ductwork, with rods or angles of sizes adequate to steel axles, i/8 x 1/2 inch plated steel concealed C. UL listed fire -retardant neoprene coated woven glass support the load. linkage, stainless steel closure spring, blade stops, fiber fabric to NFPA 90A, minimum density 20 oz,per 3.03 Locate ducts with sufficient apace around equipment to and lock. square yard, approximately 6 inches wide, crimped into allow Worsen operating and maintenance activities. metal edging strip. 5.05 Duct hangers directly in contact with or directly F. Fusible links, U. 33, shall separate at 160 degrees F. 3.04 During construction, provide temporary closures of attached to stainless steel ducts shall be stainless Provide adjustable link straps for combination PART 3 - EXECUTION metal or taped polyethylene on open ductwork to prevent steel. fire/balancing dampers. construction dust from entering ductwork systems G. Damper shall berated for operation in a dynamic 3.01 INSTALLATION 5.06 SPECIAL DUCT HANGING CONDITIONS system. PART 4 - INSULATION A. Install accessories in accordance with manufacturer's A. In the event ductwork interferes with suspended ceiling K If installed in a wall with less than a 3-hour fire Instructions. ' 4.01 INTERNAL. support hangers, provide cross members from hangers protection rating, fire danger shall have a minimum A. Glass fiber; ANSI/ASTM C553, 1.5 lb./cu. ft. minimum affected. These cross members shall be of reinforcing 1. 5-hour rating. If installed in a wall with orating B. Provide balancing dampers at points on low pressure density. Rubber Impregnated air side for maximum 4000 Y steel or furringchannels and shall run under ductwork of 3 hours or longer, fire damper shall have a supply, return, and exhaust systems where branches are FPM air velocity. Minimum R - value of 6.0, unless in questions from which additional ceiling hangers minimum 3-hour rating. taken from larger ducts as required for air balancing. duct is installed in mechanically cooled space or shall be supported. between floors. In which case the R - value may be 4.5. I. Damper sleeve shall be steel and shall be at least C. Provide fire dampers, 'combination fire and smoke Determine R - values at 75'F, PART 6 -PERMITTED DUCT MATERIAL USAGE as thick as required by WPA-90A-3-4,6.3 and dampers and smoke dampers at locations indicated, where UL-555-7 5 ducts and outlets pass through fire rated components, and where required by authorities having Jurisdiction. 4.02 EXTERNAL USAGE MATERIAL. Install with required perimeter mounting angles, A. Flexible or rigid glass fiber; ANSI ASTM C612 / HVAC Supply A Return Fibrous glass duct, insulated galvanized 2.03 COMBINATION FIRE AND SMOKE DAMPERS sleeves, breakowa duct connections, corrosion y commercial grade. Minimum R - value of 6.0, unless steel , or insulated flexible duct. A. Fabricate in accordance with NFPA 90A, UL 555, and resistant springs, bearings, bushings and hinges, in duct is installed in mechanically cooled space or UL555S, and as indicated. accord with NFPA-90A, UL-655, UL-555S, and SMACNA Fire, between floors, in which case the R - value may be 4.5. Y Outside Air for HVAC Externally insulated galvanised steel. Smoke, and Radiation Damper Installation Guide for Determine R-Values at 757. Provide with foil scrim facing. System B. Provide factory sleeve for each damper. Install damper HVAC Systems. B. Insulation material and Jackets shall have a flame operator on exterior of sleeve and link to danger spread rating of 25 or less and a smoke developed Toilet Exhaust Galvanized steel, no insulation. operating shaft. D. Provide backdraft dampers on exhaust fans or exhaust rating of 50 or lose when tested In accordance with Combustion Air Galvanised steel, externally insulated. ducts nearest to outside and whore indicated. ASTY E84 C. Fabricate with multiple blades with 16 gauge galvanized E Provide flexible connections immediately adjacent to C. Adhesives: Waterproof fire -retardant typo. Relief Air Fibrous glass duct, steel, or flexible duct. steel frame and blades, oil -impregnated bronze or equipment in ducts associated with fans and motorized stainless steel sleeve bearings and plated steel axles, equipment. Cover connections to medium and high D. Lagging Adhesive: Fire resistive to ASTM E84, NFPA stainless steel Jamb aegis, 1/8 x 1/2 Inch plated steel pressure fans with leaded vinyl sheet, held in place 255, UL723. concealed linkage, stainless steel closure spring, with metal straps. blade stops, and lock, and 1/2 inch actuator shaft. E. Impale Anchors; Galvanized steel, 12 gage, spot welded F. Provide duct test holes where required for testing and or self-adhesive pad. No anchors shall penetrate duct D. Damper shall be rated for operation in a dynamic balancing purposes. walls. system. G. Demonstrate re -setting of fire dampers to authorities F. Joint Tape: Glass fiber cloth, open rah. having jurisdiction and to Owner's representative. G. Tie Wire: Annealed steel, 16 gage. END OF SECTION 15895 4.03 INSTALLATION - INSULATION A. Install materials in accordance with manufacturer's Instructions. 9 rds I R Ei 0' H 2 2/21/00 PERMIT 1 2/02/99 ISSUE FOR BID v. W RtDate Inus Hiewry FUGLEBERG KOCH ARCHITECTS Mande 2W Tangle Trail, winter Park R. &-M (Wn egg -cgs 5TONEDROOK 11 a t • ,.. 7 Mwn�� FLORIDAP M.% I L 4 5 b l a 9 s T � In C sup E F G H DIVISION 16 - ELECTRICAL 2.06 SWITCHES D. Grounding System At incoming service and separately 6. Provide an approved digital communicator to derived service locations, provide 3/4' x 20' copper transmit the fire alarm and supervisory signals to SECTION 16000 - ELECTRICAL WORK GENERAL PROVISIONS A. Provide silent type standard grade 15 amp, 120V for all clad ground rods with grounding electrode conductor a central station. The digital communicator shall single pole, double pole, three-way and four-way sized in accordance with NEC Table 250-94 to achieve a be UL and FM listed for fire reporting to a PART i - GENERAL switches. maximum resistance of 25 OHMS. Bond to incoming central station and shall conform to the metallic water supply. requirements to NFPA 71. 1.01 DESCRIPTION OF WORK 2.07 LIGHTING FIXTURES 2.12 DISCONNECT SWITCHES 7. Fire Alarm System wiring: alarm Initiating A. Provide all labor, materials and equipment for a A. Fixture schedule shows required type of fixture only. circuits shall be 16 AWG stranded or larger, with complete and operating electrical system Determine modifications required to make fixtures A. Shall be general duty safety switches with 100,000A 7 stands (maximum), or 14 AWG solid. Alarm suitable for ceilings as Installed, and furnish short circuit rating, and shall be listed In accordance Indicating circuits shall be 14 AWG solid or B. Codes and Standards: All electrical work shall be In fixtures adapted to the ceiling used. Fixtures shall with U.L. 98. The cover shall be interlocked so that larger. Install per manufacturers wiring strict compliance with OSHA requirements, the 1996 be U.L. approved. This contractor shall protect the the door cannot be opened with the handle In the 'on" diagrams. National Electrical Code, the local county electrical fixtures and lamps and shall replace broken parts. All position, except by the intentional operation of a code and Power Company standards. All materials shall lenses and louvers in any area shall be cleaned after concealed release (defeater) mechanism Provide 8. Provide surge protector on all FRCP power circuits be new and free from defects, and shall bear the all trades have completed their work in that area. fusible switch for A/C units as per U.L. listing and and all communications lines between buildings Underwriters' label for its intended use. Provide new lamps for all lighting fixtures. local code requirements. Provide dual element, time as recommended by the equipment manufacturer. delay fuses In all fusible switches. C. Permits, Fees and Notices: Secure and pay for all 2.08 BALLASTS required by the work of this Division. Provide final 2.13 ELECTRIC MOTOR AND EQUIPMENT WIRING D. SCOPE: Inspection certificates) as applicable. A. Ballasts for fluorescent fixtures shall be Underwriters' Laboratories Class P, high power factor, A. Provide a complete branch circuit wiring, starter and 1. Provide a fire alarm control panel in each building D. Contractor shall thoroughly investigate site before rapid start type with CBM approval where applicable. disconnect switch for all motor driven equipment. When to monitor pull stations ans sprinkler system tamper bidding. No changes will be allowed In contract price Ballasts shall be 'A' sound rating except where this motor driven equipment is provided with a "package' and flow switches. Each control panel shhll have a for work required to comply with existing conditions. rating is not available (e.g., ballasts for High Output control panel which includes starter, this contractor communications card installed to communicate with Lamp,) in which case the rating shall be the best will not provide starter. Motor connections shall be DACT at the clubhouse. E. Workmanship shall meet N.E.C.A. guidelines. available. All fluorescent ballast shall be the energy made with flexible conduit. saving type. 2. Provide the digital communicator for monitoring F. If, through errors or omissions, the Intent of B. Starters shall be all of one manufacture: G. E., of fire alarm control stations at the clubhouse. ArchitectAngineer with regard to any detail is not 2.09 METERING EQUIPMENT Westinghouse, Square-D or I.T.E. Provide an overload clear, or is capable of more than one interpretation, element in each phase. 3. Route 3/4 conduit and communication wiring between such matters must be brought to the attention of the A. Multi -metering equipment shall be Square-D wall mounted buildings so that an alarm signal from any building Architect/Engineer In writing before the submission of EZ Meter -Pack or manufactured by G.E. or Westinghouse. 2.14 TELEPHONE PREWIRING will activate the digital communicator at the clubhouse. bids, and the Architect/Engineer shall make correction All components shall have been tested and Underwriter's or explanation In writing. Otherwise, no extra charge Laboratories listed for use as an integral part of the A. Provide all necessary wiring,boxes, and related 4. Digital communicator shall notify independent will be allowed for the work or material which the multi-meterin system. g Y accessories required by local telephone company for monitoring company and fire station. This signal Architect/Engineer will require, provided that it comes complete prewired unit installation of telephone will shall precisely identify the address and number within a reasonable Interpretation of the Drawings and B. All components shall be factory assembled and all service to telephone company Interface. of building in distress. Specifications. current -carrying parts shall be plated bus bars. Individual units shall be constructed with an integral 2.15 TELEVISION RECEPTION PREWIRING 2.18 CONTROL WIRING G. The plans and specifications are intended as a general sliding bolt assembly for a completely bussed meter description of the work to be performed. All items not center. A. Provide all necessary wiring, boxes, and related A. For HVAC systems control, wiring shall be 18 AWG specifically mentioned or shown, but necessary for the accessories required for complete prewired installation (minimum), stranded. Thermostat Interconnections to completion of the installation , shall be furnished and C. Meter sockets shall be 4 jaw non -circuit closing type of television reception service to each unit. main thermostats or control unit shall be 18 AWG, 3 Installed by this Contractor. This Contractor shall with fifth jaw provisions when used on network systems. strand (minimum). Thermostat wiring to dampers or to thoroughly acquaint himself with the Mechanical, Sockets shall be rated as noted on the drawings. Meter 2.16 RESIDENTIAL UNIT SMOKE DETECTORS: unit controllers shall be 18 AWG, 5 strand (minimum). Architectural, Structural and Electrical plans before socket jaws must be spring reinforced and front submitting his final bid. No additional compensation removable. A. Shall be photo -electric type with local alarm suitable PART 3 - EXECUTION will be allowed due to the Contractor's failure to for 120VAC operation. Smoke detectors shall be familiarize himself with the plans. D. Main fusible switch and meter -breaker components shall interconnected so that activation of a single detector 3.01 APPARATUS IDENTIFICATION be of such design to permit arrangement to allow wiring 1.02 SUBMITTALS at the top or bottom in the same assembly. Equipment shall alarm all detectors within that living unit. A. Ponelboard, circuit breakers in panelboards, motor Submit five technical information shall be so arranged as to permit ttie installation of All detectors shall have battery back-up feature. disconnect switches, starters and other apparatus used copies of on all units with different branch ratings in the some meter for the operation or control of, circuits, appliances major equipmeentnt in binders. Mark-up prints of the design drawings with red pencil as items are installed, center. 2.17 FIRE ALARM SYSTEM or equipment shall be properly identified by means of and submit two copies showing an accurate As -Built engraved laminated plastic descriptive nameplates record of the entire system. Give the Owner E. The meter center shall be U.L. listed with an A. Fire alarm system and its components and system mounted on the apparatus using contact cement. instructions In operation of the system. Secure from integrated equipment rating equal to or greater than operations shall also meet the approval of the local Cardholders In any form are acceptable in the living the Owner a signed memo stating that technical the available current at the meter center (minimum of fire department. units. 42000 AMA' at 240 volt). Obtain approval and coordinate information, as -built drawings and instructions in short circuit current with power company for metering B. FUNCTIONS 3.02 GROUNDING operation have been received. Submit memo to the equipment.. Architect. 1. Upon actuation of any manual alarm station or A. A separate grounding conductor, sized In accordance PART 2 - PRODUCTS 2.10 LOADCENTERS automatic alarm initiating device they shall with NEC Table 250-95 shall be provided in the conduit illuminate the zone LED at the control panel and with the circuit conductors for all lighting, power and 2 Ol CONDUIT• A. Shall be load centers S uare-D Type QO or equal units q remote annunciators. feeder circuits. manufactured by G. E. or Westinghouse. Main ratings and A. All wires shall be concealed in conduit, (1/2' min.) branch circuit breaker ratings shall be of size and a. Operate all audible and visual alarm signals. B. All electrical equipment enclosures and conductor Including grounding wires. When conduit is located number as indicated an drawings. Load centers shall be enclosures shall be grounded. below slab on grade or underground, It shall be PVC plug -on type construction. All current carrying parts b. Audible devices must notify building occupants Schedule 40 (3/4' min.). Provide all empty conduits of the bus assembly shall be plated. Terminals for in accordance with ANSI S3.41, 'AUDIBLE 3.03 INSTALLATION: with pullwires. EMT and ENT may be used where feeder conductors to mains and branch neutral shall be EMERGENCY EVACUATION SIGNAL'. permitted by code. Conduits shall be sized per N.E.C. U.L. listed as suitable for the type of conductor A. The Contractor shall adapt his work to job conditions specified. The load center bus assembly shall be C. Have provisions to transmit fire alarm signal and make such changes as required and permitted by the 2.02 CONDUCTORS enclosed in a steel cabinet. The size of the wiring to the local fire department via telephone Architect, such as moving his work to clear beams, gutters and gauge steel shall be In accordance with lines. joists, and adjusting his risers or other apparatus to A. All conductors shall be copper (112 min), THHN/THWN U.L. standards No. 67 and No. 50. Fronts shall include avoid interferences with windows and openings: or Insulation. Comply with the N.E.C. Articles 300 and mP Y door and be provided with a directory for circuit 2. It shall be to silence the alarm signals raising or lowering his work to permit the passing of 310. All conductors shall be new, free from kinks and identification (typewritten). Load center boxes and possible before operating the reset switch by depressing ductwork or the work of other trade: all as required or other defects when installed. Where local authorities fronts shall have corrosion resisting phosphate g P P the signal silence switch. However, with the g as Job conditions dictate, without any additional costs permit, aluminum conductors may be used for service treatment and baked -enamel finish. Loadcenters shall signals silenced subsequent zone alarms will to the Owner. entrance and panel feeders as indicated on riser be U.L. listed and meet Federal Specification WP-115a diagram. � as Type 1, Class 2. YP respond to the signals. B. Examine areas and conditions under which work is to be B. NM cable may be used instead of wire In conduit for all B. Branch circuit breakers u to 150 a eres shall be P amperes 3. Power failure, opens, grounds or any performed and products are to be installed and notify General Contractor in writing of conditions detrimental branch circuits within the living units where permitted Square-D Type 00, Q1, or approved equal. All breakers disarrangement of system wiring or components shall be indicated by a visual and audible trouble to proper and timely completion of the work. Do not by local authorities. shall be plug -on type, toggle action with quick -make, signal at remote annunciators and the fire g proceed with the work until unsatisfactory conditions quick -break mechanism All multi -pole breakers shall control panel. The trouble signal may be have been corrected in a manner acceptable to the C. SER cable may be used instead of wire in conduit for be single -operating handle, common -trip variety. Installer. tenant panel feeders from the meter center where permitted Circuit breakers shall be U.L. listed and meet the silenced, but the trouble light must remain by local authorities and indicated on drawings. requirements of Federal Spec. WC-375B, Class 1. illuminated until the system has been returned to C. Do not allow or cause any of the work of this division normal, at which time the trouble signal shall 2.11 SERVICE ENTRANCE EQUIPMENT resound until the trouble silence switch has been or cause other divisions of work to be covered up or 2.03 SUPPORTS returned to the normal position. enclosed until it has been inspected, tested and approved by the Architect and by all other authorities A. Provide all supports for material and equipment. A. Meter Sockets: Provide meter sockets which comply with C. EQUIPMENT having jurisdiction. requirements of Power Company supplying 2.04 COVER PLATES electrical power to service -entrance equipment of this 1. Fire alarm annunciator panel and control panels D. All switchboards, panelboards, transformers, switches, building protect. shall be located as indicated on the drawings. outlets, coverplates, signs, lighting fixtures, and any A. All plates shall be white plastic. and all other electrical equipment provided shall be B. Obtain installation requirements from power company and 2. Provide a minimum of one zone for each floor. thoroughly cleaned of all dirt, oil, concrete, etc. be governed accordingly. Coordinate locations of stub Provide additional zones as required for fire q Any dents, scratches or other visible blemishes shall 2.05 RECEPTACLES ups and routing prior to installation. Relocate protection tamper and flow switches. be corrected and the appearance and corrosion equipment Improperly installed due to lack of resistance of the equipment made 'like new", to the A. Provide standard grade 15 amp, 2 pole, 3 wire, with coordination at no additional cost. 3. Fire alarm horn/light units shall be surface satisfaction for the Architect/Engineer. back and side wiring capability and suitable for split C. Surge Arresters: Furnish and install main secondary mounted with red finish or stainless steel trim. circuit operation. service surge arresters on line aide of the main Light lens shall be silk screened with the word E. Perform all adjustments necessary to ensure proper "FIRE" in red lettering. system operation in accordance with manufacturer switch. Arrester shall be 3-pole, with 650 volts written instructions. B. • Ground Fault Interrupter: Provide specification maximum rating. Arrester shall permit a maximum grade' duplex receptacles, ground fault circuit discharge voltage of 12 KV at a 1.5KA current level. 4. Pull stations shall be non -coded, manually END OF SECTION 16000 Interrupters (GFI), feed-thru type, capable of Unit shall be sealed in an extruded aluminum housing, operated, single action with break glass rod. protecting connected downstream receptacles on single complete with 18 inch copper wire leads and mounting Provide weatherproof covers for all pullstations circuit, grounding type UL rated Class A, 20 amperes bracket. Arrester shall be Joslyn No. J9200-9 or exposed to rain. rating, 120 volts, with solid state ground fault sensing and signaling, 5 milliamperes ground fault trip approvel d equal. 5. Residential unit horns shall be flush mounted In a level; and equip with local test/reset buttons. single gang box with a red finish. 7 �� 71 _41 CI 191 01 F! 2 2/21/00 PERMIT 1 2/02/99 ISSUE FOR BID Rsv. No Data WU6 History FUGLEBERG KOCH ARCHITECTS G Orlando 2= Tompk Tram, NnW Park H. WM (407) e2a-OM 1 5TONEBW./N'7. • 5ANF001�1 "WLE COMTY - 1 2 3 4 5 6 S 9 10 I V 1 K✓ V I ARCHITECTURAL SHEETS A0.01 TITLE d INDEX SHEET - AI.01 ARCHITECTURAL 517E PLAN A2.01 I BUILDING PLAN - BUILDING TYPE 11ST FLOOR A2.02 BUILDING PLAN- BUILDING TYPE 12ND FLOOR A2.03 BUILDING PLAN - BUILDING TYPE 13RD FLOOR A2.04 BUILDING PLAN - BUILDING TYPE I ROOF PLAN A2.05 BUILDING PLAN - BUILDING TYPE II 15T FLOOR A2.06 BUILDING PLAN- BUILDING TYPE 11 2ND FLOOR A2.0-1 BUILDING PLAN- BUILDING TYPE 11 3RD FLOOR 0 Ln A2.05 BUILDING PLAN- BUILDING TYPE II ROOF PLAN 42.09 BUILDING PLAN - BUILDING TYPE III 16T FLOOR A2.10 BUILDING PLAN- BUILDING TYPE III 2ND FLOOR o A2.11 BUILDING PLAN- BUILDING TYPE I[I 3RD FLOOR 0 `u06 A2.12 BUILDING PLAN- BUILDING TYPE III ROOF PLAN cu A2.13 BUILDING PLAN - BUILDING TYPE IV 1ST FLOOR Q 42.14 BUILDING PLAN- BUILDING TYPE IV 2ND FLOOR 42.15 BUILDING PLAN- BUILDING TYPE IV 3RD FLOOR Q A2.16 BUILDING PLAN- BUILDING TYPE IV ROOF PLAN U3 3 Q A3.01 UNIT PLANS- BUILDING TYPE Q A3.02 UNIT PLANS- BUILDING TYPE 11 A3.03 UNIT PLANS- BUILDING TYPE III Pq A3.04 UNIT PLANS - BUILDING TYPE IV x ry 43.05 FAIR HOUSING BATHS 4 KITCHENS o A3.06 FAIR HOUSING BATHS 4 KITCHENS z - A3.01 FAIR HOUSING BATHS 4 K I TCHEN5 4-1 A3.0a ACCESSIBLE EXIT / ENTRY ROUTES - Q ry A4.01 EXTERIOR ELEVATIONS - BUILDING - TYPE A4.02 EXTERIOR ELEVATIONS - BUILDING - TYPE II CD 0 U W U Q I 2 J AT SANFOR.'. Ilullu�111111111 111111111"'�I - -I u --(0 All.., --"*"HITECTS I-) f\A_x ../ -Qu' U0 LEIDE-'o CH A ITECTUSWEETS A4.03 EXTERIOR ELEVATIONS - BUILDING - TYPE III A4.04 EXTERIOR ELEVATIONS - BUILDING - TYPE IV A4.05 BUILDING SECTIONS - BUILDING TYPE A4.0(o BUILDING SECTIONS - BUILDING TYPE II A4.01 15UILDING SECTIONS - BUILDING TYPE III A4.Oa 15UILDING SECTIONS - BUILDING IV A5.01 WALL SECTIONS 4 DETAILS A5.02 WALL SECTIONS 4 DETAILS A5.03 WALL SECTIONS 4 DETAILS A5.04 WALL SECTIONS 4 DETAILS A5.05 WALL SECTIONS 4 DETAILS A5.0(b STUCCO BAND AND COLUMN DETAILS III ..... ..... I R -- 52.01 FOUNDATION PLAN - BUILDING TYPE 1 52.02 FOUNDATION PLAN - BUILDING TYPE II 52.03 FOUNDATION PLAN - BUILDING TYPE III 52.04 FOUNDATION PLAN - BUILDING TYPE IV 53.01 FLOOR AND ROOF FRAMING PLAN - BUILDING TYPE 1 53.02 FLOOR AND ROOF FRAMING PLAN - BUILDING TYPE 11 53.03 FLOOR AND 1 ROOF FRAMING PLAN - BUILDING TYPE III 53.04 FLOOR AND ROOF FRAMING PLAN - BUILDING TYPE IV 55.01 SECTIONS AND DETAILS 55.02 SECTIONS AND DETAILS 1 4"-" • r1 100F. 1 � P2.01 BUILDING TYPE I - PLUMBING PLANS All TYPICAL STAIR PLANS P2.02 BUILDING TYPE II - PLUMBING PLANS All STAIR SECTIONS 4 DETAILS a BREEZEWAY P2.03 BUILDING TYPE III - PLUMBING PLANS A&.03 STAIR SECTIONS 4 DETAILS P2.04 BUILDING TYPE IV - PLUMBING PLANS Ab.04 ALTERNATE STAIR SECTIONS 4 DETAILS -BLDG TYPE 11 ONLY P6.01 PLUMBING SCHEDULES AND DETAILS Pro.02 PLUMBING RISERS DIAGRAMS AI.01 DOOR AND WINDOW DETAILS AB-01 DOOR WINDOW 4 FINISH SCHEDULES 4F(o.01 FIRE RATED ASSEMBLIES 4FII FIRE RATED ASSEMBLIES 4F6.03 N.E.R.-459 MAGNA WALL 4F6.04 N.E.R.-459 MAGNA WALL DETAILS 4Fl.05 UL P522 1 HR RATED CEILING PROTECTION STRUCTURAL SWEETS 51.01 GENERAL NOTES, TRU55 PROFILES AND SCHEDULES 3 4 5 F51.01 BUILDING TYPE I IST, 2ND, 3RD FLOOR FIRE PROT. PLAN F2.01 BUILDING TYPE I IST, 2ND, 3RD FLOOR FIRE PROT. PLAN F2.02 BUILDING TYPE 11 IST, 2ND, 3RD FLOOR FIRE PROT. PLAN .03 BUILDING TYPE III IST, 2ND, 31RD FLOOR FIRE PROT. PLAN 0 BUILDING TYPE IV IST, 2ND, 3RD FLOOR FIRE PROT. PLAN F3.01 UNITS A 4 B - FIRE PROTECTION PLAN i F3.02 UNITS C - FIRE PROTECTION PLAN �4 F6.01 FIRE PROTECTION SCHEDULES 4 DETAILS H3.01 H3.02 H.V.A.C. SCHEDULES AND DETAILS H.V.A.C. SCHEDULES AND DETAILS 1� -_-- H6.01 H.V.A.C. SCHEDULES AND DETAILS Hb.02 P.V.A.c. SCHEDULES AND DETAILS HE2.01 BUILDING TYPE I- HVAC 4 ELECTRICAL PLANS HE2.02 BUILDING TYPE 11 - HVAC 4 ELECTRICAL PLANS HE2.03 BUILDING TYPE III - HVAC 4 ELECTRICAL PLANS HE2.0BUILDING TYPE IV - HVAG 4 ELECTRICAL PLANS E1.01 ELECTRICAL SITE PLAN E3.01 UNIT A 4 B ELECTRICAL PLANS E3.02 UNIT C - ELECTRICAL PLANS Er .01 ELECTRICAL SCHEDULES AND DETAILS Eb.02 ELECTRICAL SCHEDULES AND DETAILS SP-1 M.E.P. SPECIFICATION5 SP-2 M.E.P. SPECIFICATIONS SP-3 M.E.P.5PEGIFICATION5 SP-4, M.E.P. SPECIFICATIONS ASP-1 ARCHITECTURAL SPECIFICATIONS A5P-2 ARCHITECTURAL SPECIFICATIONS A5P-3 ARCHITECTURAL 5PECIFIGATION5 A5P-4 ARCHITECTURAL 5PEGIFICATION5 ASP-5 ARCHITECTURAL SPECIFICATIONS ASP-6 ARCHITECTURAL 5PECIFICATIONS A6P-1 ARCHITECTURAL SPECIFICATIONS ASP -a ARCHITECTURAL 5PECIFICA_TION5 A5P-9 ARCHITECTURAL 5PECIFICA `IONS 45P-10 ARCHITECTURAL 5PECIFICA i'1ONS 45P-11 ARCHITECTURAL 5PE(,-IF.IGATI0N5 a 9 501 i 0 no C N 1i F G 1© ek FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Vinter Park, FI. 32789 (407) 629-0595 FoNEE3RIoOK 11 a t 5ANFORD APARTMENT5 CITY OF 5ANFORP, FLOIRII)A TITLE 4 INDEX PILE: a 001 r-or scxr: 12' = I' - 0' LMT PLOT.- r !;! z n 0 0 Ln w H 0 0 cu o6 cu ry Q w Q R l3 3 Q LD 3 Q Pq x w w S 0 z H z 0 Q w n 0 U w U r NEW D E F G N2 fSITE PLAN, LG OL STANDARD BUILDING CODE,1994 EDITION 02. STANDARD MECHANICAL CODE,1594 EDITION 03. STANDARD PLUMBING CODE,1994 EDITION 04. NATIONAL ELECTRICAL CODE,1996 EDITION 05. FLORIDA STATE HANDICAPPED ACCESSIBLY CODE 1991 EDITION, CHAPTER 553, PART V 06. STANDARD GAS CODE,1991 EDITION 01. NFPA 101, LIFE SAFETY CODE,1994 EDITION 06. AN5I111J 09. APPLICABLE NFPA, STATE, FEDERAL 4 LOCAL CODES GCCWA4CY (CPAPM 5) RESIDENTIAL - MULTIPLE DWELLINGS GROUP R2 TENANT SEPARATION (PER 1043.1 AND TABLE 600) 1 HR. AWA AND 4I6Ft UMMATION (LAKE ) 1. MAXIMUM HEIGHT 40 FT. 2. MAXIMUM NO. OF STORIES 3 3. AREA: MULTISTORY 15OW SF. / FLOOR CON6tIalC110N r" ( 6) RESIDENTIAL Ill\._-;SriJIIT_�� `.r 1�� AN ./-/ AJ. D TYPE VI, UNPROTECTED TYPE VI, IHR PROTECTED ,UNSPRINKLERED, SPRINKLERED (SPRIW.LERED R-13) 1. PARTY AND FIRE WALLS N/A N/A 2. INTERIOR BEARING WALLS NON -RATED NON -RATED 3. INTERIOR NONBEARING PARTITIONS (PER 105.12) NON -RATED NON -RATED 4. COLUMNS NON -RATED I-HR RATED 5. BEAMS, GIRDERS, TRUSSES AND ARCHES NON -RATED I-HR RATED 6. FLOOR/CEILING CONSTRUCTION I HR I HR. 1. ROOF/CEILING CONSTRUCTION NON -RATED NON -RATED 8. EXTERIOR BEARING WALLS HORIZONTAL SEPARATION: 0 FT TO 3 FT 1(0%) I l 0J OVER 3 FT TO 10 FT 0 (20%) 0 (20`b) OVER 10 FT TO 20 FT 0 (40%) 0(40%) 9. EXTERIOR NONBEARING WALLS HORIZONTAL SEPARATION: OVER 0 FT TO 3 FT 1(0%) 1(0%) OVER 3 FT TO 10 FT 0 (2090) 0 (2096) OVER 10 FT TO 20 FT 0 (40%) 0 (4M.) AT TENANT SEPARATION WALL THE FIRE PROTECTION REQUIREMENTS OF I HP, SUPERSEDES THE TABLE 600 REQUIREMENT OF 0 HR EXITS C EXITS ACCESS C OTHER SPACES C FIRESTOPPING PER SECTION 1053 AND 1104.1 DRAFTSTOPPING PER SECTION 1053, 2305.1 123052 511E AY IYUItaYN 1 ' 0FINS/ BUILDING TYPE I (BARB) 300% SQPT, 2 BUILDING TYPE 11 (BAAB) 23AOO SQFT. I BUILDING TYPE III (GBBC) 21,223 SQ.FT. I BUILDING TYPE IV (BBBB) 33,669 SatT. I TOTAL BUILDINGS S wnm UNIT A - I BEDROOM 1b 36 UNIT B - 2 BEDROOM 68 UNIT C - 3 BEDROOM 8 TOTAL UNITS 112 1 � / SHADED REGIONS ARE 3 STORIES TALL UNSHADED REGIONS 2 STORIES TALL. L 4 5 6 l 8 9 10 A 1 1� a A N m i0 E 0 3 a= U D N s 0 m 0 .o U E 0 0 C 0 V 2 a T C Q r 0 0 G 2 a V U L 0 D _T C � a U Y Q• a a 0 Q 0 0 L V 0 V O N N U L U a Z H W Z U �I 6 04/02/01 Issue for Permit (qualitq control) o 5 12/22/2000 ISSUE FOR PERMITiriom`�i 4 12/21/2000 BID SET 3 OBA2/99 PRELIMINARY RID L 2 01/14/99 BID SET REVIEW 1 06/18/99 OWNER REVIEW Rev. No Date Issue History , 41 FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 5T0NE5NVIL_^ II p a t 5ANFOm1m, APARTMENT5 Date 06/18/99 CITY OF SANFORD, FLORIDA moo,. 3659-40 mLF: A101 KoT : IT: V-0' LMTFLOT: uv o i v v NOTES IN E i n 0 CD 0 In • W H NOTE: USE 3' x 4' WOOD 1 CD cu " ALL BEARING WALL: � (3) THREE STORY CONDI' r Q W f— Q LD 3 LD 3 Q x w w 0 W z _ H z o N Q V) . ry w W J W MIRRORED AND SYMMETRICAL A50UT AX 1 S I 2 3 5 -- (0 S 9 0 L a N U Y rn 0 0 U 3 a x L .3 E v °o 6 C O .o U 0 O E 0 0 0 U C d T Q Vi D' C V v GENERAL NOTES: L 01. INT. AND EXT. LOAD BEARING PARTITIONS AT GROUND FLOOR UNITS 0 TO BE 3 x 4 STUDS AT IV O.C. IN 3 STORY PORTIONS OF BUILDING PER CODE. 02. REFER TO CIVIL DRAWINGS FOR SIDEWALK LOCATIONS. o 03. PAINT ALL ROOF VENTS t STACKS PENETRATIONS TO MATCH ROOF TILE COLOR 0 T C j� MAJOR BUILDING SECTION DETAIL NO. PARTIAL SECTIONNe.o s 02 SHEET WHERE DETAILED Y 21 T N O_ O Q N L N O E O U L D C O N C O E V O V N N V L V z U H A4,01 _ V Q O 5 12/22/2000 ISSUE FOR PERMIT z Q 4 12/21/2000 $ip SET Q 3 08/12/99 f9RELIMNNARY BID A 2 01/14/99 BID SET REVIEW A I 06115M OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32769 (407) 629-0595 I WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF TENANT SEPARTION WALL W/ 3 1/2' MIN. 13ATT INSTIL. IN ONE STUD SPACE UL. OU-341 HOUR RATED TENANT SEPARATION (I HP, 05L WALL) • ® ® ® - ®_ ®® R ONE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR SIDE OF WALL CALCULATED ASW15LY BASED ON TABLE IM25 FROM SBCCI EXTE R PROTECTED EXTERIOR WALLS ■ . m ®� ONE LAYER OF 1/2' GIM. ON ONE SIDE OF WALL. ATTIC DRAFTSTOP PARTITION ONE LAYER OF 5/8' TYPE 'X' GYPW I SHEAT14 NG ON THE EXTERN SIDE OF WALLS AND BEAMS BASED ON TABLE 1OU213 FROM 65CCI ®� .r I I HOUR PROTECTED STAIR 5T1;Z1CTUI;E PROVIDE 2 LAYER 5/8' TYPE 'X' GYPSUM WALLBOARD. UL. I U338 ° ATTIPARiITION SEPARATION ONE LAYER OF 1/2' REGULAR ON BOTH SIDES OF INTERIOR WALLS NON -RATED WALLS FLOOR/CEILING GW5 SCHEDULE I HOUR RATTED CEILING/FLOOR ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL FURRING CHA94ELS UL DESIGN NO. L526 ,5T0NE5NVVN I I w JiL , at 5ANFONI.) APARTMENT5 CITY OF -) FLORIDA�b 5XIDING PLAN 24lJNIi5A2.01 TYPE I 15T FLOOR NOTES i W 0 0 Lf7 W CD CD cc Q w Q �l LD 3 Lj 3 q Pq x w w 0 I� z _ H Z 0 Q ry w U W U Q J 1 F G H HI A4.01 MIRRORI=D AND 8)"MMETRIGAL A50UT AX 15 3 T 0 O s 2 n V L Y 0 N O .s a s 0 L E U O N v s 0 .o 0 E `o 0 N C O G = O V T C Q N m C O ORAL NOTES: r 01. INT. AND EXT. LOAD 5EARING PARTITIONS AT GROUND FLOOR UNITS TO BE 3 x 4 STUDS AT IV O.C. IN 3 STORY PORTIONS OF BUILDING: PER CODE. 02. REFER TO CIVIL DRAWINGS FOR SIDEWALK LOCATIONS. 03. PAINT ALL ROOF VENTS # STACKS PENETRATIONS TO MATCH ROOF TILE COLOR n v L 0 p MAJOR BUILDING SECTION N Ak N N DETAIL NO. E2 %6, PARTIAL SECTION 0 �SHEET WHERE DETAILED Y _ 0 T U a 2 a L `o m c 0 L C V N C N E _ U O V N Ul L H U H W A4�1 Q a S U 5 12/22/2000 ISSUE r-OR PERMIT Of co 4 12/21/2000 BID SET a 3 08/12/99 PRELIMINARY BID A 2 01/14/99 51D SET REVIEW JA i 06/18/99 1 OWNER REVIEW Rev. No Dote Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 I WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF TENANT SEPARTION WALL W/ 31/2' MIK BATT INSUL. IN ONE STUD SPACE U.I. +U-341 I HOUR RATED TENANT SEPARATION (1 HR DBL WALL) HE —mid ONE LAYER OF5/8'TYPE 'X'ON THEINTERIOR SIDE OF WALL CALCULATED ASSEMBLY BASED ON TABLE IM25 FROM 65CC1 EX R ORI PROTECTED EXTERIOR WALLS • • ' ° ONE LAYER OF IR' G.WB. ON ONE SIDE OF WALL. ATTIC DRAFtSTOP PARTITION ONE LAYER OF 5/8' TYR 'X' GYPS SHEATHING ON THE EMERIOR SIDE OF WALLS AND BEAMS BASED ON TABLE 109b113 FROM 65CCI ® I i I HOUR PROTECTED STAIR STRUCTURE PROVIDE 2 LAYER 5/8' TYPE 'X' GYPSUM WALLBOARD. Ul. + U338 ATTIC SEPARATION PARTITION ONE LAYER OF U2' REGULAR ON BOTH SIDES OF INTERIOR WALLS NON -RATED WAILS FLOOR/GE IL ING CaUB 5GN DULE I HOUR RATED CEILING/9-OOR ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL FURRING CHANNELS UL DESIGN NO. L528 5T0NE5NVX I I atSANFORD APARTMENT5 CITY OF 5ANFORD, FLORIDA R.J. 3659-40 BUILDING PLAN 24 UNIT5 A2.02 TYPE I 2ND FLOOR .�3,5enzme PLOT SCALE: n',r-o' LAST,a 01,12.3. NOTES A Ir A n 0 0 In W i H I— r-t 1D 0 0i co ry - C� W i-- Q Q U 3 U3 3 Q ry L x " w . W S 0 . Z _ z o � Q ry W 0 U W U Q J n J HI A4.01 3 O N s 0 a U C V Y 0 c c 0 a L O s .3 E 0 L 0 C 0 U E 0 0 0 U CO d N T Q y U C 3 v a GENERAL NOTES- N U L 01. INT. AND EXT. LOAD BEARING PARTITIONS AT GROUND FLOOR UNITS a TO BE 3 x 4 STUDS AT IV O.C. IN 3 STORY PORTIONS OF BUILDING PER CODE. 02. REFER TO CIVIL DRAWINGS FOR SIDEWALK LOCATIONS. o 03, PAINT ALL ROOF VENTS d STACKS PENETRATIONS TO MATCH ROOF TILE COLOR a 0 T p MAJOR BUILDING: SECTION N UJ N DETAIL NO. PARTIAL SECTION o U L SHEET WHERE DETAILED Y m 0 T N Q O d N L U O N C U E C .0 C 0 y C U E U O N N V L H U Z u A4.01 T U < 2 U O 5 12/22/2000 ISSUE FOR PERMIT ��curwo�ledJ W F 0 4 12/21/2000 BID SET 3 0OA2/99 PRELIMINARY BID Q2 01/14/99 BID SET REVIEW Q 1 06/18/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE I HOUR OF TENANT SEPARTION WALL W/ 3 Vl' MK RATED TENANT SEPARATION BATT INSUL. IN ONE STUD SPACE (I HR. DBL WALL) U1. +U-341 I HOUR PEXTERIOR ROTECTED EXTERIOR WALLS ONE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR SIDE OF WALL CALCULATED ASSEMBLY BASED ON TABLE 1OU25 FROM SBCCI ■ � " ■wommoONE LAYER OF 1/2' G.W,B. ON ATTIC ONE SIDE OF WALL. DRAFTSTOP PARTITION ONE LAYER Cr- 5/8' TYPE 'X' GYPSUM SHEATHING: ON THE EXTERIOR SIDE OF WALLS AND BEAMS 5ASED ON TABLE 1OU213 FROM SBCCI 1wow1 ® 1 mom I HOUR PROTECTED STAIR STidJCTURE PROVIDE 2 LAYER 5/8' TYPE 'X' GYPSUM WALLBOARD. U1. i U338 TIPARTITION SEPARATION ONE LAYER OF 112' IC-WLAR ON BOTH SIDES OF INTERIOR WALLS NON -RATED WALLS FLOOR/CEILING GW6 5CHDUL I HOUR ONE LAYER OF TYPE 'C' RATED CEILING/FLOOR OVER METAL FURRING CHANNELS ASSEMBLY UL DESIGN NO. L528 5TONE5NOOK at SANFORD " APARTMENT5 Date mb/18(99 CITY OF SANFORD,FLORIDA 3659-40 5XI)ING PLAN 24 UNITS A2.03 TYPE I 3'fnllw'o*' FLOOR I 2 3 4 5 6 l 8 9 Im HLE:3659A2D3 amxae: 12'=I'-0" uetarn:07/12, 5UILIDING I THIF"Dw FLOOR ( formeriq b1da III ) 4v)�, .0 pr I RIDGE VENT CALCULATION5 RIDGE VENT CALCULATION5 NOTES EIP E F G H RIDGE VENT CALCULATION5 UNIT - A REQUIRED AREA PROVIDED AREA VENTILATION VENTILATION TOTAL 5Q. FT. AREA 'A' - 800 5Q. FT. TOTAL 50. FT. AREA '5' - 239 50. FT. 55CCI SEC. 2309.9.1.1 - x . 0033 (1/300) 55CC1 SEC. 2309.9.1.1 - x. 0033 (1/300) REQ. VENTILATED AREA 2.64 5Q. FT. REQ. VENTILATED AREA SOFFIT LENGTH - 6.15 LN. FT. SOFFIT LENGTH - 26.1661 LN. FT. SOFFIT WIDTH - x . 833 LN. FT. SOFFIT WIDTH - x . 833 LN. FT. TOTAL SOFFIT AREA - 5. 625 5Q. FT. TOTAL SOFFIT AREA - 21.8 50. FT. is OPENING - x 40 % io OPENING - x 40 % NET VENT. SOFFIT AREA - 6.15 x . 833' x .4 NET VENT. SOFFIT AREA - 26.1661 x . 833' x .4 2.25 SQ. FT. OFF RIDGE VENT - OFF RIDGE VENT - 4' x 4" (. 33') - 1. 32 5Q. FT. 4' x 4" (. 33') - 1. 32 50. FT. (ASSUME 2 VENTS) - x 2 (ASSUME I VENTS) - x 1 2L4 5Q. FT. 50% - SOFFITS - 1. 32 5Q. FT. 2. 25 SQ. FT. 50% - SOFFITS - 50% - RIDGE VENTS - 1. 32 5Q. FT. 2.64 SQ. FT. 50% - RIDGE VENTS - TOTAL VENTILATED AREA - 2. 64 5Q. FT. 4.69 5Q. FT. TOTAL VENTILATED AREA - REQUIRED AREA PROVIDED AREA VENTILATION VENTILATION 1881 5Q. FT. 8.12 5Q. FT. 1.32 SQ. FT, 3943 SQ. FT. 8.12 5Q. FT. 3943 5Q. FT. 1.32 SQ. FT. 1881 5Q. FT. 10-04 50. FT. RIDGE VENT CALCULATION5 UNIT - E3 REQUIRED AREA PROVIDED AREA VENTILATION VENTILATION TOTAL 50. FT. AREA 'Al - 913 50. FT. 55CC1 SEC. 2309.9.1.1 - x . 0033 (1/300) REQ. VENTILATED AREA 3.21 5Q. FT. SOFFIT LENGTH - 42.4 LN. FT. 50FIT WIDTH - x . 633 LN. FT. TOTAL SOFFIT AREA - 35. 32 50. FT. % OPENING - x 40 % NET VENT. SOFFIT AREA - 42.661 x. 833' x .4 14.13 5Q. FT. OFF RIDGE VENT - 4' x 4" (. 33') - 1. 32 50. FT. (ASSUME 2 VENT5) - x 2 2.64 50. FT. 50% - SOFFITS - 1. 605 50. FT. 14.13 SQ. FT. 50% - RIDGE VENTS - 1. 605 50. FT. 2.64 5Q. FT, TOTAL VENTILATED AREA - 3.21 SQ. FT. 16.11 5Q. FT, 11 111 Al W� wa •11111111 • ,w RIDGE VENT CALCULATION5 AREA-C 450 50. FT. REQUIRED AREA PROVIDED AREA VENTILATION VENTILATION TOTAL 50. FT. AREA 'C' - 450 5Q. FT. 55CC1 SEC. 2309.9.1.1 - x. 0033 (1/300) REQ. VENTILATED AREA 1,485 SQ. FT. SOFFIT LENGTH - 29 A FT. SOFFIT WIDTH - x . 633 LN. FT. TOTAL SOFFIT AREA - 24.151 5Q. FT. is OPENING - x 40 % NET VENT. SOFFIT AREA - 29 x. 833' x .4 9.66 50. FT. OFF RIDGE VENT - 4' x 4" (. 33') - 1.32 SQ. FT. (ASSUME I VENTS) - x I 1.32 SQ. FT. 50% - SOFFITS - .1425 5Q. FT, 9.66 SQ. FT. 50% - RIDGE VENTS - .1425 5Q. FT. 1. 32 50. FT. TOTAL VENTILATED AREA - 1.485 50. FT. 10.98 50. FT. Na x3e5ULDING TYPE I TOTAL 5Q. FT. AREA 'S' - 403 50. FT. 55CC1 SEC. 2309.9.1.1 - x. 0033 (1/300) REQ. VENTILATED AREA SOFFIT LENGTH - 30.583 LN. FT. SOFFIT WIDTH - x . 833 LN. FT. TOTAL SOFFIT AREA - 25. 416 50. FT. is OPENING - x 40 % NET VENT. SOFFIT AREA - 30.583 x . 833' x .4 OFF RIDGE VENT - 4' x 4" (. 33') - 1. 32 60. FT. (ASSUME I VENTS) - x 1 50% - SOFFITS - 50% - RIDGE VENTS - TOTAL VENTILATED AREA - REQUIRED AREA PROVIDED AREA VENTILATION VENTILATION 133 50. FT 10. 19 50. FT .665 50. FT. ` 10.19 SQ. FT. .665 5Q. FT. 1. 32 50. FT. 133 SQ. FT. 11. 51 50. FT. WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF TENANT SEPARTION WALL W/ 31/2' MIN. BATT INSU- IN ONE STUD SPACE UL. fU-341 I HOUR RATED TENANT SEPARATION (1 HR. D13L WALL) • •• ®®� •• ®®•• r ONE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR SIDE OF WALL CALCULATED ASSEMBLY BASED ON TABLE 109b2B FROM SBCCI AR OR PROTECTED EXTERIOR WAILS ■ e e ■ ATTIC DRAFTSTOP PARTITION ONE LAYER OF 1/2' G.W.B. ON ONE SIDE OF WALL. ONE LAYER OF 5/8' TYPE 'X' GYPSUM SHEATHING ON THE EXTERIOR SIDE OF WALLS AND BEAMS BASED ON TABLE IOU213 FROM SBCC1 ®� ... I HOUR PROTECTED STAIR STRICTURE WIDE 2 LAYER 5/8' TYPE 'X' G ' WALLBOARD. UL U338 ATTIC SEPARATION PARTITION ONE LAYER OF 1/2' REGULAR ON BOTH SIDES OF INTERIOR WALLS NON -RATED WALLS FLOOR/CE I!_ INCH GW5 5CN DUL I HOUR RATED CEILING/FLOOR ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL FURRING CHANNELS UL DESIGN NO. L528 vT C O C U_ O Q GENERAL NOTES: Ali U C 3 V 0 s 01. INT. AND EXT. LOAD BEARING PARTITIONS AT GROW FLOOR UNITS TO BE 3 x 4 STUDS AT 16' O.C. IN 3 STORY PORTIONS OF BUILDING v PER CODE c 02. REFER TO CIVIL DRAWINGS FOR SIDEWALK LOCATIONS. o 03. PAINT ALL ROOF VENTS 4 STACKS PENETRATIONS TO MATCH ROOF TILE COLOR v L p MAJOR BUILDING SECTION O 0 DETAIL NO. PARTIAL SECTION F2 0 �^ L C SHEET WHERE DETAILED Y 0 a 2 r E 0 0 .v s 0 E 0 s U Z U c x U 8 12/22/2000 ISSUE FOR F ERMTLU F 0co 4 12/21/2000 BID SET w A 3 08/12/99 F RELIMIN,4RY BID A 2 01/14/99 BID SET REVIEW A 1 06/18/99 OWNER REVIEW Rev. No Date Issue History el F'UGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 5TONE5NVOX I I atSANFORp APARTMENT5 CITY OF SANFORD, FLORIDA Pr'j. 3(0597 'O"'UILDING TYPE I RO"' PLAN 4 t7 o -1 S 9 10 FILE: 3659A2.04 F'LoT SCALE: 12' =1' - 0' LAST FLOT: ' T ✓ K/ I V J I YV I r� NOTES A IN F n o 0 In H �-1 CD 0 cu 0 cu 1711 G 57 W Q Q 3 Q u 3 rV Q as X W W 0 z _ z . � H Q N w 0- x 0 U W rJ Q - J NOTE: USE 3' x 4' WOOD 5TUD5 1t FOR ALL BEARING WALL5 ON THE (3) THREE STORY CONDITIONS E) rA MIRRORED AND SYMMETRICAL ABOUT AX 1 S 1 2 3 4 5 6 1 S 9 WALL LEGEND ONE LAYER OF 5/e' TYPE IX' ON EACH SIDE OF TENANT SEPARTION WALL W/ 31/2' MIX BATT IN5UL. IN ONE STUD SPACE Ul- +U-341 I HOUR RATED TENANT SEPARATION (I HR. D5L WALL) • ®®®.! ®®®® r ONE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR SIDE OF WALL CALCULATED ASSEMBLY BASED ON TABLE IM25 FROM 65CCI I HOUR PRO CTE EXTERIOR EXTERIOR WALLS r ■ r ■ rro®1 ONE LAYER ER OF VV UB. ON ONE SIDE OF WALL. ATTIC DRAFTSTOP PARTITION ONE LAYER OF 5/8' TYPE 'X' GYPSUM SHEATHING ON THE EXTERIOR SIDE OF WALLS AND BEAMS BASED ON TABLE IM25 FROM 55CCI I ® I .® I ram I HOUR PROTECTED STAIR STRUCTURE PROVIDE 2 LAYER 5/8' TYPE 'X' GYPSUM WALLBOARD. u1. u338 SEPARATI NIPARTITION ONE LAYER OF In' REGULAR ON BOTH SIDES OF INTERIOR WALLS NON -RATED WAILS FLOOR/CE IL ING GW5 5CHEDULE I HOUR RATED CEILINGIFLOOR ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL NRRW5 CHANNELS UL DESIGN NO. L526 3 0 L 0 a U C L O Y 0 c 0 0 a s L_ 3 V N L O C 0 .o E 0 C 0 V C O O d N T Q O� G �3 0 GENERAL NOTES: N L 01. INT. AND EXT, LOAD BEARING PARTITIONS AT GROUND FLOOR UNITS 0 TO BE 3 x 4 5TUD5 AT I6' O.C. IN 3 STORY PORTIONS OF BUILDING PER CODE. 02. REFER TO CIVIL DRAWIIGs5 FOR SIDEWALK LOCATIONS. o 03. PAINT ALL ROOF VENTS 4 5TACK5 PENETRATIONS TO MATCH ROOF TILE COLOR. d 0 .1 Q MAJOR 5UILDING SECTION N N N DETAIL NO, PARTIAL SECTION o U L SHEET WHERE DETAILED Y a o� 0 T N O. O C1 U L N O N O E C O L V C O N C O U O V y O L A Z V W U Q S O A 5 12/22/2000 ISSUE: FOR PERtIITLd o��o «rlsrnu�� F A 4 12/21/2000 BID SET c� A 3 08/12/99 PRELIMINARY BID W 0 2 01/14/99 50 SET REVIEW 0 1 06/18/99 OUINER REVIEW Rev. No Date Issue History IFUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 Inn 5TONEE3NvOK at 5ANF0cr%-1n r AFIARTMENT5 CITY OF O D FLORIDA..• 5UILDING PLAN 0 UNIT5 TYPE I I 15T FLOOR FILE: 3659A205 MOTWALE.- 12' =1' -0' LA6T PLOT: rm���� NOTES I0 E F E n 0 0 Ln W x " H 0 0 cu 0 CU 4 El f— Q Q l� 3 Q 3 X W ry W 0 Z z N Q " W n o U W U Q J n ,1 I j I ?TYP1�1 �11COND I�LOR (formerly IV) 2 3 A4-2 MIRRORED AND BYMMETRIGAL ABOUT AX I5 1 s 0 WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF TENANT SEPARTION WALL W/ 310' MIN. GATT INSUL. IN ONE STUD SPACE U.L. OU-341 I HOUR RATED TENANT SEPARATION (I HR OBL WALL) • ®•• ®®®®®r ONE LAYER OF 5/6' TYPE 'X' ON THE INTERIOR SIDE OF WALL CALCULATED ASSEMBLY 13ASED ON TABLE IM25 FROM 55CCI I HOUR CTE EXTERIOR PROED EXTERIOR WALLS . e . e e ERNMEW ONE LAYER OF In' &WB. ON ONE SIDE OF WALL. ATTIC DRAFTSTOP PARTITION ONE LAYER OF 5/8' TYPE 'X' GYF" SHEATH11 3 ON THE EXTERIOR BIDE OF WALLS AND BEAMS BASED ON TABLE 1OU25 FROM SBCCI ®� . I HOUR PROTECTED STAIR STRUCTURE PROVIDE 1 LAYER 5/6' TYPE 'X' OYPW WALLBOARD. UL. 4 U338 ATTIC SEPARATION PARTITION ONE LAYER CF U2' REGULAR ON BOTH SIDES OF INTERIOR WALLS NON -RATED WAILS FLOORCE IL INCH GUB 56CHEDULE I HOUR RATED CEILIWwFLOOR ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL FUR W5 CHANNELS UL DESIGN NO. L528 0 N C U Y 0 c C O 3 n 0 .N E U L O C O .o E 0 0 0 C 2 0 T C Q N Q1 3 0 0 GMRAL NOTES: L 01. INT. AND EXT. LOAD BEARING PARTITIONS AT GROUND FLOOR UNITS 0 TO BE 3 x 4 5TUD5 AT IV O.C. IN 3 STORY PORTIONS OF BUILDING PER CODE. 02. REFER TO CIVIL DRAWIW55 FOR SIDEWALK LOCATIONS. o 03. PAINT ALL ROOF VENTS t STACKS PENETRATIONS TO MATCH ROOF TILE COLOR a L 0 a j� MAJOR WILDING SECTION N N DETAIL NO. PARTIAL SECTION a .02 SHEET WHERE DETAILED Y 0 a 0 L a N C U E C O L C O N C O i_ _ U O N N N L U Z Q fn u A4.02 0 U C U O 5 12/22/2000 lrSUrFOR, PERMIT m7/I9lJ�e�Mro�ted) w 4 12/21/2000 51D SET Al 3 08/12/99 PRELIMINARY MID Q 2 01/14/99 BID SET REVIEW Q 1 06/18/99 OWNER REVIEW Rev. No Date Issue History F'UGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Minter Park, Fl. 32789 (407) 629-0595 NE5NVlL^ 11 t 5 A N F •R'.0.) APARTMENT5 CITY OF 5ANFORD, FLORIDA 5ULDING PLAN 11 /I UNIT5 YPE 11 2nd-FLOOR! FILE: 365U206 PLAT WALE.- 12' =1' -0' LAST PLOT: F C I F 0 0 In w H c-i 0j rcz C w Q R tj 3 R Lj 3 Q Pq X W tY W 0 z H Z 4 ry W I- .o U . W U Q J r) L t7 6 8 9 Im NOTES WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF TENANT SEPARTION WALL W/ 31/2' MIN. BATT INSUL IN ONE STUD SPACE Ul- OU-341 I HOUR RATED TENANT SEPARATION (I HR. D13L WALL) ONE LAYER OF 5/0' TYPE % ON THE INTERIOR SIDE OF WALL CALCULATED ASSEMBLY BASED ON TABLE IM25 FROM SBCCI PROTECTED EXTERIOR WALLS • ' ' ' ONE LAYER OF U2' G.W5. ON ONE SIDE OF WALL ATTIC DRAFTSTOP PARTITION ONE LAYER OF 5/8' TYPE 'X' GYP5V SHEATTdM ON THE EXTERIOR SIDE OF WALLS AND BEAMS BASED ON TABLE lMb1B FROM 65CCI ®�• �.. 1 HOUR PROTECTED STAIR STRUCTURE PROVIDE 2 LAYER 5/8' TYPE 'X' GYPSUM WALLBOARD. L.U338 ATTIC SEPARATION PARTITION ONE LAYER OF W' REGULAR ON BOTH SIDES OF INTERIOR WALLS NON-RATEED WALLS FLOOR/CEILING GW5 5CHEDULE I HOUR RATED CEILINGIFLOOR ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL FURRING CHANNELS UL DESIGN NO. L528 C 0 G 0 a a a v� a+ c 3 O GENERAL NOTES: a c 01, INT. AND EXT. LOAD 5EARING PARTITIONS AT GROUND FLOOR UNITS TO BE 3 x 4 STUDS AT Ib' O.C. IN 3 STORY PORTIONS OF BUILDING PER CODE. 02. REFER TO CIVIL DRAWINGS FOR SIDEWALK LOCATIONS. 03. PAINT ALL ROOF VENTS 4 5TACK5 PENETRATIONS TO MATCH ROOF TILE COLOR a v 0 j� MAJOR 5UILDING SECTION a N DETAIL NO. F2 PARTIAL SECTION U �^ c L SHEET WHERE DETAILED Y 0 v a T N O_ O a v L v U VI C O t C O N CJ E U O v N a L H U Z Al I Al I U z 0 O Q 5 12/22/2000 ISSUE: FOR nRMIT 4 12/21/2000 BID SETT W Al 3 08/12/99 PRELIMINARY' BID 2 01/14/99 BID SET REVIEW Q I 06ABIS13 OWNER REVIEW Rev. No Date Issue History I AM FUGLEBERG KOCH ARCHITECTS OTlando 2555 Temple Trail, Vinter Park, Ff. 32789 (407) 629-0595 N 5TONMNV�^ a t 5ANFOML) APAR111ENT5 GITY OF 6ANFORD, FLORIDA BUILDING PLAN 20 UNIT5 TYPE 11 3rd FLOOR-1 FILE: 3659A201 F.oT scaLE: 12' :1'-0' LmT PLoT: RIDC3E VENT CAL.CULATION5 I RIDGE VENT CALCUL,ATION5 RIDGE VENT CALCULATION5 NOTES x n 0 0 Lr7 W H 0 0 CU c x Ll.l F-- ¢ Q l� 3 Q 3 Q ry Q X W ry LJ O W z _ H Z 0 Iy L,J IL I ¢ A B G D E F G RIDGE VENT CALCUI_ATION5 UNIT - A TOTAL 50. FT. AREA 'A' - SOO SQ. FT. 55C5 SEC. 2309.9.1.1 - x. 0033 (1/300) REQ. VENTILATED AREA SOFFIT LENGTH - 6.15 LN. FT. SOFFIT WIDTH - x . 833 LN. FT. TOTAL SOFFIT AREA - 5.625 SQ. FT. % OPENING - x 40 % NET VENT. SOFFIT AREA - 6.15 x . 833' x .4 OFF RIDGE VENT - 4' x 4" (. 33') - 1.32 SQ. FT. (ASSUME 1 VENTS) - x 1 50% - SOFFITS - 50% - RIDGE VENTS - TOTAL VENTILATED AREA - REQUIRED AREA PROVIDED AREA VENTILATION VENTILATION 2.64 SQ. FT. 225 SQ. FT. 1. 32 SQ. FT. ` 2. 25 50. FT. 1. 32 50. FT. ` 1. 32 SQ. FT. 2.64 SQ. FT. < 3.51 SQ. FT. REQUIRED AREA PROVIDED AREA VENTILATION VENTILATION TOTAL SQ. FT. AREA 15' - 239 SQ. FT. S5GC1 SEC. 2309.9.1.1 - x . 0033 (1/300) REQ. VENTILATED AREA .1881 SQ. FT. SOFFIT LENGTH - 26.1661 LN. FT. SOFFIT WIDTH - x . 833 LN. FT. TOTAL 50FIT AREA - 21.5 50. FT. % OPENING - x 40 % NET VENT. SOFFIT AREA - 26.1661 x . 833' x .4 0::F RIDGE VENT - 4' x 4" (. 33') - 1. 32 50. FT. (ASSUME 1 VENTS) - x 1 &.12 SQ. FT. 1. 32 50. FT. 50% - SOFFITS - .3943 SQ. FT. ` 8.12 SQ. FT. 50% - RIDGE VENTS - .3943 SQ. FT. ` 1. 32 50. FT. TOTAL VENTILATED AREA - 1881 SQ. FT. < 10.04 SQ. FT. UNIT - E3 1/150 5Q, FT. UNIT-5 11150 5Q. FT. VENTILATION VENTILATION VENTILATION VENTILATION TOTAL SQ. FT. AREA 'A' - 938 SQ. FT. TOTAL SQ. FT. AREA 'S° - 418 SQ. FT. S5GC1 SEC. 2309.9.1.1 - x . 0033 (1/300) S5CC1 SEC. 2309.9.1.1 - x . 0033 (1/300) REQ. VENTILATED AREA 3.10 SQ. FT, REQ. VENTILATED AREA 1.51 SQ. FT. SOFFIT LENGTH - 415 LN. FT. SOFFIT LENGTH - 43.1661 LN. FT. SOFFIT WIDTH - x . 833 LN. FT. SOFFIT WIDTH - x . 833 LN. FT. TOTAL SOFFIT AREA - 39.56 SQ. FT. TOTAL SOFFIT AREA - 35.96 SQ. FT. % OPENING - x 40 % is OPENING' - x 40 % NET VENT. SOFFIT AREA - 21.161 x. 833' x .4 NET VENT. SOFFIT AREA - 46. 661 x . 8331 x .4 15.82 SQ. FT. 14.36 SQ. FT, OFF RIDGE VENT - OFF RIDGE VENT - 4' x 4" (. 33') - 1.32 SQ. FT. 4' x 4" (. 33') - 1.32 SQ. FT. (ASSUME 2 VENTS) - x 2 (ASSUME I VENTS) - x 1 2. 64 SQ. FT. 1. 32 50. FT. 50% - SOFFITS - 1.55 SQ. FT. 15.82 50. FT. 50% - SOFFITS - SQ. FT. 14.38 SQ. FT. 50% - RIDGE VENTS - 1.55 SQ. FT. 2. 64 SQ. FT. 50% - RIDGE VENTS - .185 .185 SQ. FT. 1. 32 50. FT. TOTAL VENTILATED AREA - 3.10 SQ. FT. 18.46 50. FT. TOTAL VENTILATED AREA - 1.51 SQ. FT. 15.1 SQ. FT. RIDGE VENT CAL.CULATION5 A EA- C Xmm7 450 5Q. FT. TRELLIS BELOW REQUIRED AREA PROVIDED AREA _ : VENTILATION VENTILATION TOTAL 50. FT. AREA 'C' - 450 50. FT. 55CGI SEC. 2309.9.1.1 - x . 0033 (1/300) REQ. VENTILATED AREA 1.485 SQ. FT. GABLE GABLE _ _ __ �{ n �- ---.- �i GABLE SOFFIT LENGTH - 29 LN. FT. GABLE - - - - - - - - - - - --- L SOFFIT WIDTH x . 833 LN. FT. I f-� I RA TOTAL SOFFIT AREA - 24.151 SQ. FT. I 1 °ro OPENING - x 40 °ra I i '.` ,' .... `.. + LU t. ,. NET PENT. SOFFIT AREA - 29 x . 833' x .4 _wwq 9L(o 50. FT. 1 is I L,r�(/ ��L SApDLE L, 4 OFF RIDGE VENT - L-------- I �!- T- 4' x 4" (. 33') - 1.32 SQ. FT. rJ (ASSUME I VENTS) - x I 1.32 SQ. FT. 50% - SOFFITS - .1425 50. FT. UNIT - UNIT A 1 - 9b(o SQ. FT.LIJ 50% - RIDGE VENTS - .1425 SQ. FT. 1. 32 SQ. FT. TOTAL VENTILATED AREA - 1.485 50. FT. IO.98 SQ. FT. I C a" rAW I ` WFAA1 , 00"- N3 s:ais ie. a formerlu IV) BELOW EI A4�2 I l 3 4 5 6 1 8 9 10 WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF TENANT SEPARTION WALL W/ 31/2' MK BATT INSUL. IN ONE STUD SPACE UL. 4J-341 I HOUR RATED TENANT SEPARATION (I HR D51- WALL) . ®®®®®®®' Fm ONE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR SIDE OF WALL CALCULATED ASSEMBLY BASED ON TABLE 105h25 FROM SBCCI I HOUR CTED EXTERIOR WALLS ONE LAYER OF 1/1' GUB. ON ONE SIDE OF WALL. ■ ■ ®■ ■ ATTIC DRAFTSTOP PARTITION ONE LAYER OF 5/8' TYPE 'X' GYPSUM SHEATHING ON THE EXTERIOR SIDE OF WALLS AND BEAMS BASED ON TABLE 109b25 FROM SBCCI I ® I ® I man" I HOUR PROTECTED STAIR STRUCTUIE PROVIDE 2 LAYER 5/8' TYPE 'X' GYPSUM WALLBOARD. UL. 0 U338 ATTIC SEPARATION PARTITION ONE LAYER OF 1/2' REGULAR ON 50TH SIDES OF INTERIOR WALLS NON -RATED WALLS FLOOR/CE IL INCH GUJ5 SCHEDULE I HOUR RATED CEILIW-4LOOR ASSEMBLY ONE LAYER OF TYPE 'C' OVER METAL FURRING CHANNELS UL DESIGN NO. L528 C 0 V 0 a T Q i rn 3 0 `o GENERAL NOTES: OL INT. AND EXT. LOAD BEARING PARTITIONS AT GROW FLOOR UNITS s TO 5E 3 x 4 STUDS AT 16' O.C. IN 3 STORY PORTIONS OF BUILDING PER CODE. 02. REFER TO CIVIL DRAWINGS FOR SIDEWALK LOCATIONS. o 03. PAINT ALL ROOF VENTS t STACKS PENETRATIONS TO MATCH ROOF a TILE COLOR a p MAJOR 5lILDING SECTION T DETAIL NO, N a PARTIAL SECTION 0 .02 SHEET WHERE DETAILED Y m 0 a 2 Tl E 0 C O U 0 E U Z Al U W !r T U O A 5 12/22/2000 ISSUE FOR PEF-d"fIT �"�'mi oni 0 F Q 4 12/21/2000 51D SET 3 06/12/99 PRELIMINARY BID 2 01/14/99 150 SET REVIEW A1 06/15/99 OWNER REVIEW Rev. No Date Issue History 41 FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 5ToNEf3NVL^ I I at 5ANFonr, a AfOARTMENT5 we 06/18/99 CITY OF SANFORp, FLORIDA rma 3659-40 5XIDING PLAN - BUILDING TYPE II A2D8 ROOF PLAN v � NOTES i n 0 ' o W 0 0 N CDs CU Q . I W F— q LD 3 Q l� 3 q ry Q x w r/ w 0 w H z 0 H Q W 0 U w U Q - J n 0 R I E G �wn NOTE: USE 3' x 4' WOOD STUDS IN PLACE OF 2' FOR ALL 5EARINCx WALLS ON THE FIRST FLOOR (3) THREE STORY CONDITIONS EXI5T. l formerl� V) 3 Mw I I II I�-- 1 It1�-of"" CI A50UT AXIS A4�3 9 WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE HOUR OF TETIANT SEPARTION WALL W/ 3 10'MIK RATED TENANT SEPARATION BATT INSUL. IN ONE STUD SPACE (I HR DBL WALL) L. IU-341 • ®®®®® ®®®l@ ONE LAYER OF 5/8' TYPE 'X' ON THE INTERIOR SIDE OF WALL I HouR cTE EXTERIOR PROEXTERIOR c4cuLATED ASSEMBLY BASED ON WALLS TABLE 109b28 FROM SBCCI • • ®' ' ' ONE LAYER OF In' CalU.5. ON ONE SIDE OF WALL. ATTIC DRAFTSTOP PARTITION ONE LAYER OF 5/6' TYPE 'X' GYPSUM SHEATHING ON THE EXTERIOR ® I HOUR PROTECTED SIDE OF WALLS AND BEAMS STAIR STRUCTURE BASED ON TABLE IOU25 MWIM 55CCI PROVIDE 2 LAYER 5/8' TYPE 'X' GYPSUM WALLBOARD. U1. + U338 ATTIC SEPARATION PARTITION ONE LAYER OF 1/2' REGULAR ON BOTH NON -RATED WALLS SIDES OF INTERIOR WALLS FLOOR/CE IL INCH M6 SCHEDULE I HOUR ONE LATER OF TYPE 'O' RATED CEILING/FLOOR OVER METAL FURRING CHANNELS ASSEMBLY UL DESIGN NO. L528 0 0 a N G L O Y 0 C N O 3 a x t _ t 3 V N s 0 C O .o U E O N 0 I C 0 _ a O Q N �3 GENERAL NOTES: L 01. INT, AND EXT, LOAD BEARING PARTITIONS AT GROUND FLOOR UNITS 0 TO BE 3 x 4 STUDS AT IV O.C. IN 3 STORY PORTIONS OF BUILDING PER CODE. ° 02. REFER TO CIVIL DRAWINGS FOR SIDEWALK LOCATIONS. o Q 03, PAINT ALL ROOF VENTS 4 STACKS PENETRATIONS TO MATCH ROOF TILE COLOR N U L O C ® MAJOR BUILDING SECTION DETAIL NO. PARTIAL SECTION F2 V C � L SHEET WHERE DETAILED Y v 0 a 0 0 n C N C O C V C N E U O N N N L N U Z H W A403 cy- Q `1 0 5 12/22/2000 ISSUE FOR PEF;IJIT 2011 11'101 d)Ld u 4 12/21/2000 1510 SET 0 3 1 COMM PRELIMINARY A 2 01/14/99 50 SET REVIEW A1 06/18/g9 OWNER REVI=W Rev. No Date Issue History IFUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Vinter Park, FI. 32789 (407) 629-0595 5TONE15INVILI/N 11 at 5ANF00rw'w*'AIX APARTMENT5 °ete 06/I8/99 CITY OF 5ANFORD, FLORIDA 3659-40 5UILIDING PLAN 20 UNIT5 I HYPE III 15T FLOOR .� FILE: 3659A209 PLOT WALE: 12' =1' -00 LAST F.OT: i r IFV � m, �A D F G 4 m PLAN NOTES ODOMESTIC WATER DISTRIBUTION SYSTEM ON THIS SIDE OF BUILDING IS TO BE PIPED SIMILAR TO OPPOSITE SIDE. ONE SUPPLY PER BUILDING. 02 SANITARY SYSTEM FOR THIS SIDE OF BUILDING TO BE PIPED SIMILAR TO OPPOSITE SIDE. 3O WATER DISTRIBUTION MAIN ABOVE CEILING 4O 6"SANITARY BELOW GRADE FOR CONT. SEE C I V I L PLANS. I NVERT ELEV. - 3' -6" BFG O2"COLD WATER RISER WITHIN WALL. O2"COLD WATER BELOW GRADE, FOR CONT. SEE CIVIL PLANS FOR CONTINUATION. OCOLD WATER MAIN SHUT-OFF VALVE IN BOX. Og ALTERNATE SANITARY SEWER LOCATION FROM BUILDING. SIMILAR TO OPPOSITE SIDE. COORDINATE WITH CIVIL PLANS. OALTERNATE DOMESTIC WATER SUPPLY LOCATION TO BUILDING. SIMILAR TO OPPOSITE SIDE. COORDINATE WITH CIVIL PLANS. 10 BUILDING IS SYMETRICAL ALONG THIS PARTY WALL. 11 DISCHARGE LOCATION OF TPV MD SAFETY PAN PIPING. SEE DETAIL. a � I A - A m:m 9 0 E F C. w 2 3 4 PLAN NOTES ODOMESTIC WATER DISTRIBUTION SYSTEM ON THIS SIDE OF BUILDING IS TO BE PIPED SIMILAR TO OPPOSITE SIDE. ONE SUPPLY PER BUILDING. O2 SANITARY SYSTEM FOR THIS SIDE OF BUILDING TO BE PIPED SIMILAR TO OPPOSITE SIDE. O3 WATER DISTRIBUTION MAIN ABOVE CEILING O4 6"SANITARY BELOW GRADE FOR CONT. SEE CIVIL PLANS. INVERT ELEV. — 3° —6" BFG O2"COLD WATER RISER WITHIN WALL. 6O 2" COLD WATER BELOW GRADE, FOR CONT. SEE CIVIL PLANS FOR CONTINUATION. O7 COLD WATER MAIN SHUT—OFF VALVE IN BOX. og ALTERNATE SANITARY SEWER LOCATION FROM BUILDING.SIMILAR TO OPPOSITE SIDE. COORDINATE WITH CIVIL PLANS. OALTERNATE DOMESTIC WATER SUPPLY LOCATION TO BUILDING.SIMILAR TO OPPOSITE SIDE. COORDINATE WITH CIVIL PLANS. 10 BUILDING IS SYMETRICAL ALONG THIS PARTY WALL. 11 DISCHARGE LOCATION OF TPV MD SAFETY PAN PIPING. SEE DETAIL. I 4 = w [a = A - v rA 5TONEBNvOK at 5ANFO'n"o" . ,_ O O_ D, man MM 5ULDING TYPE PLUM51NG PLAN low �' I= 0 r I v rd NOTES E C E F G -r a PLAN NOTES ODOMESTIC WATER DISTRIBUTION SYSTEM ON THIS SIDE OF BUILDING IS TO BE PIPED SIMILAR TO OPPOSITE SIDE. ONE SUPPLY PER BUILDING. OSANITARY SYSTEM FOR THIS SIDE OF BUILDING TO BE PIPED SIMILAR TO OPPOSITE SIDE. 03 WATER DISTRIBUTION MAIN ABOVE CEILING O6"SANITARY BELOW GRADE FOR CONT. SEE C I V I L PLANS. I NVERT ELEV. - 3' -6" BFG O2"COLD WATER RISER WITHIN WALL. 2" COLD WATER BELOW GRADE, FOR CONT. SEE CIVIL PLANS FOR CONTINUATION. O7 COLD WATER MAIN SHUT-OFF VALVE IN BOX. OALTERNATE SANITARY SEWER LOCATION FROM BUILDING.SIMILAR TO OPPOSITE SIDE. COORDINATE WITH CIVIL PLANS. 90 ALTERNATE DOMESTIC WATER SUPPLY LOCATION TO BUILDING. SIMILAR TO OPPOSITE SIDE. COORDINATE WITH CIVIL PLANS. 10 BUILDING IS SYMETRICAL ALONG THIS PARTY WALL. 11 DISCHARGE LOCATION OF TPV MD SAFETY PAN PIPING. SEE DETAIL. �9 11 El m A = 0'M om wm 5TONEBNV 11 • _� ■ BUILDING TYPE III PLUMBING m PLAN t" 9WNp23 Raw" 12"=1'®" weMr. MOM v R low 14 I\[�IIY�f 0 E t 1 1 1 -0 a PLAN NOTES ODOMESTIC WATER DISTRIBUTION SYSTEM ON THIS SIDE OF BUILDING IS TO BE PIPED SIMILAR TO OPPOSITE SIDE. ONE SUPPLY PER BUILDING. OSANITARY SYSTEM FOR THIS SIDE OF BUILDING TO BE PIPED SIMILAR TO OPPOSITE SIDE. OWATER DISTRIBUTION MAIN ABOVE CEILING O6"SANITARY BELOW GRADE FOR CONT. SEE CIVIL PLANS. INVERT ELEV. - 3' -6" BFG O2"COLD WATER RISER WITHIN WALL. O2" COLD WATER BELOW GRADE, FOR CONT. SEE CIVIL PLANS FOR CONTINUATION. O7 COLD WATER MAIN SHUT-OFF VALVE IN BOX. OALTERNATE SANITARY SEWER LOCATION FROM BUILDING. SIMILAR TO OPPOSITE SIDE. COORDINATE WITH CIVIL PLANS. og ALTERNATE DOMESTIC WATER SUPPLY LOCATION TO BUILDING. SIMILAR TO OPPOSITE SIDE. COORDINATE WITH CIVIL PLANS. 10 BUILDING IS SYMETRICAL ALONG THIS PARTY WALL. it DISCHARGE LOCATION OF TPV MD SAFETY PAN PIPING. SEE DETAIL. 1 2 if/ 1 I = 7= - = �r 5T0NEf3NJVN I I at 5ANFonrwr� SEMNOLE COLNTY,r-rA �pe,.:= 5UILDING TYPE IV FLUM51NG PLAN i V A o- C w F r 10 A. PLUMBING CONTRACTOR SHALL READ ALL JOB SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL INFORMATION. B. PLUMBING CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES AND LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. C. PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION IN ORDER TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. PLUMBING PIPING SHALL NOT BE ROUTED OVER ELECTRICAL PANELS. D. SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOORS INFORMATION. E. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL. THE WALL INSULATION SHALL BE PLACED ON THE EXTERIOR SIDE OF THE PIPING. ANY PIPING INSTALLED IN UNCONDITIONED SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. F. PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS WHERE NECESSARY IN THE DOMESTIC WATER SYSTEM (COLD AND HOT WATER) EVEN IF NOT SHOWN IN PLAN. ALL VALVES SHALL BE ACCESSIBLE AT ALL TIMES, PROVIDE AND INSTALL ACCESS PANELS/DOORS AS REQUIRED. SIZE & LOCATION OF SHOCK ABSORBERS CONFORM TO PDI WH-201. G. WALL FOOTINGS SHALL NOT BE PENETRATED WITH PIPING. COORDINATE WITH THE GENERAL CONTRACTOR TO DROP FOOTINGS FOR SLEEVED STEM WALL PENETRATIONS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY, PROVIDE PIPE SLEEVES FOR ALL PIPING RUNNING UNDER OR THROUGH FOOTINGS OR WALLS BELOW GRADE. SLEEVES SHALL BE CAST IRON AND SHALL BE TWO PIPE SIZES SIZES LARGER THAN PENETRATING PIPE. H. ALL FIXTURES DESIGNATED FOR USE BY INDIVIDUALS WITH PHYSICAL IMPAIRMENTS SHALL HAVE INSULATION ON ALL EXPOSED PIPING. SUCH INSULATION SHALL BE, W THICK ARMAFLEX, TRUEBRO—HANDI—LAV GUARD KIT OR APPROVED EQUAL. I. FLOOR DRAINS SHALL BE EQUIPPED WITH A TRAP PRIMER AND CONNECTED TO THE COLD WATER SUPPLY, TO MAINTAIN THE WATER SEAL IN THE FLOOR J. DOMESTIC WATER PRESSURE TO FIXTURES SHALL NOT EXCEED 80 PSI. WHEREVER THE SUPPLY PRESSURE EXCEEDS 80 PSI THE PLUMBING CONTRACTOR SHALL PROVIDE A PRESSURE REDUCING VALVE TO MAINTAIN SUCH PRESSURE BELOW 80 PSI. PLUMBING CONTRACTOR SHALL ALSO OBTAIN READOUT OF AVAILABLE PRESSURE FOR THE PROJECT PRIOR TO THE WATER METER CONNECTION, AND NOTIFY THE ENGINEER WHENEVER THE PRESSURE DROPS BELOW SAFETY DRAIN PAN OR TEMPERATURE AND PRESSURE RELIEF DISCHARGE LINE---., FIN 0 FLOOR 6" MIN. ABOVE FINISHED TO WATER HEATER SODDED—' OR MULCHED AREAS ONLY DISCHARGE PIPING TERMINAT_I.ON DETAIL SCALE: NTS FINISH GRADE EXTENSIO SIZE AS CLEANOUT Y CLEANOUT NOTE: PIPE AND FITTING SHALL BE OF THE SAME MATERIAL AS SEWER IT SERVES. EXTERIOR 2--WAY CLEANOUT SCALE: NTS -- - - - -- COLD WATER PIPING (CW) 120° F. HOT WATER PIPING (HW) SANITARY OR WASTE PIPING ------------------- VENT PIPING j` VTR VENT THRU ROOF ( VTR) i WCO WALL CLEANOUT FCO FLUSH FLOOR CLEANOUT ECO GRADE/EXTERIOR CLEANOUT HB-1 +--C-- - HOSE B I BB ----pt�-- --- BALL TYPE SHUT—OFF VALVE PIPING TURNING UP PIPING TURNING DOWN BRANCH — SIDE CONNECTION BRANCH — TOP CONNECTION BRANCH — BOTTOM CONNECTION INDICATES WATER OR SANITARY 1 S PIPING DIAGRAM NUMBER P-2 :::::::INDICATES DRAWING ON WHICH DIAGRAM OCCURS UNIT'S SHUT—OFF VALVE. EXTEND AND CONNECT READ WIRING TO REMOTE READER AS REQUIRED. ,,,—COLD WATER SUPPLY TO UNIT. SEE UNIT' S RISER DIAGRAM FOR CONTINUATION. ONE )T LA COLD WATER SUPPLY UNIT'S SUB —METERING UNIT "AAB" MODEL #C-700 FROM DOMESTIC WITH REMOTE READER #MC2A3, AS DISTRIBUTED WATER RISER. "CONTROLS WAREHOUSE OF OCALA INC." CONTRACTOR SHALL PROVIDE ALL PARTS AND LABOR AS REQ'D FOR A COMPLETE WORKING SYSTEM. RiLMGiK WATER METER INSTALLATION DETAIL CHROME —PLATED WALL ESCUTCHEONS ( TYP. )- OPTIONAL REMOTE WATER METER DETAIL, SEE DETAIL THIS SHEET. DIELETRIC UNION ( TYP. ) REDUCER WHERE REQUIRED ( TYP. ) TEMPERATURE AND PRESSURE RELIEF VALVE. (ASME) TANK DRAIN q %%.j ROUTE SAFETY PAN DRAIN & RELIEF VALVE DRAIN TO EXTERIOR 7v..,,TwTr,iewT HIGH IMPACT PLASTIC OR 24 GA. GALV. STEEL 1 W" M IN. DEEP SAFETY PAN. ELECTRIC WATER HEATER PIPING DETAIL SCALE: NTS r HOT WATER SUPPLY TO UNIT COLD WATER SUPPLY TO UNIT L COLD WATER SERVICE UNIT SHUT—OFF VALVE —WATER HEATER SHUT—OFF VALVE. --- CONBRACO NO. 78-424—RV CALIBRATED PRESSURE RELIEF VALVE SET AT 80 PSI. INSTALL PER MANU— FACTURERS RECOMMENDATIONS. HEAT TRAP ( TYP. ) PLUMBING FIXTURE / EQUIPMENT SCHEDULE MARK FIXTURE SOIL/ VENT COLD HOT MANUFACTURER DESCRIPTION WASTE WATER WATER ODEL WC-1 WATER CLOSET 3" 2" 1/2" — BRIGGS —VITREOUS CHINA, WATER SAVER 1.6 GPF, SIPHON JET, #4225 ELONGATED BOWL, CLOSED COUPLED COMBINATION; BOLT CAPS. PROVIDE ANGLE STOP SUPPLIES & ESCUTCHEONS. CHURCH #60 — SOLID PLASTIC, CLOSED FRONT, SEAT AND COVER (WHITE) 3" 2" 1/2" — BRIGGS — WATER CLOSET TO BE TWO PIECE VITREOUS CHINA BOWL WC-2 WATER CLOSET #4328 (1.6 GPF), SIPHON VORTEX ACTION BOWL & TANK,FLOOR LOW CONSUMPTION OUTLET W/BOLT CAPS, ELONGATED BOWL, CHROMIUM PLATED HANDICAPPED —TRIP LEVER,SUPPLIES & STOP VALVE BEMIS BEMIS SEAT:#1950 ELONGATED SOLID WHITE PLASTIC SEAT, SEAT 1950 OPEN FRONT AND COVER L-1 LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" BRIGGS —DROP IN, VITREOUS CHINA SELF RIMMING LAVATORY #6505 19"x16" SAYCO —LAVATORY FAUCET WITH SINGLE LEVER HANDLE, 4" #1212 CENTERS, METAL POP—UP DRAIN. ALL CHROME FINISH. ACCESSORIES —PROVIDE ANGLE STOP SUPPLIES W/TUBES & ESCUTCHEONS. L-2 LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" BRIGGS —VITREOUS CHINA, SELF RIMMING #6505 19 x16 HANDICAPPED SAYCO —SINGLE LEVER FAUCET (2 GPM AERATOR) AND DRAIN DRAIN, #1232 4-CENTERS, PROVIDE ANGLE VALVES AND SUPPLIES ACCESSORIES W/ LOOSE KEY STOPS, 1 �V4" x 1 li" P—TRAP. INSULATE SUPPLIES & WASTE WITH TRUEBRO MODEL #102 INSULATION KIT BT-1 BATHTUB 2" 1-1/2" 1/2" 1/2" BRIGGS —PORCELAIN—ON—STEEL, 5'-0" BATHTUB SLIP —RESISTANCE #2030 BOTTOM, SEAMLESS CONSTRUCTION. PUSH & TWIST BATH DRAIN, IN CHROME FINISH—DURACRAFT SAYCO —PRESSURE—BALANCING MIXING VALVE WITH BUILT IN CHOKE #1860 WITH ADJUSTABLE STOP SCREW, & INTEGRAL SERVICE STOPS DIVERTER SPOUT, SHOWER HEAD, ARM AND FLANGE. BT-2 BATHTUB 2" 1-1/2" 1/2" 1/2" BRIGGS —PORCELAIN—ON—STEEL, 5'-0" BATHTUB SLIP —RESISTANCE HANDICAPPED #2030 BOTTOM, SEAMLESS CONSTRUCTION. SAYCO PUSH & TWIST BATH DRAIN, #1860 —PRESSURE—BALANCING MIXING VALVE #8470 WITH ADJUSTABLE STOP SCREW, ADJUSTABLE SLIDE BAR, #R15 HAND HELD SHOWER WITH 42"HOSE,INLINE VACUUM BREAKER #R022 & INTEGRAL SERVICE STOPS DIVERTER SPOUT, S-1 SINK 2" 1-1/2" 1/2" 1/2" MONARCH —STAINLESS STEEL, DOUBLE BOWL COUNTERTOP SINK WITH #MHE-3322 FAUCET LEDGE, 3 HOLE, 22—GAUGE, 33" x22" 0. A. X 51z" SAYCO —DECK MOUNT 2—LEVER KITCHEN FAUCET UNIT. #9610 PROVIDE ANGLE STOPS, SUPPLIES & ESCUTCHEONS. —METAL CUP STRAINER WITH REMOVABLE BASKET, PROVIDE TAILPIECE, P—TRAP & CONTINOUS FLOW FITTING. WB-1 WASHER BOX 2" 2" 1 /2" 1/2- OATEY —HIGH IMPACT PLASTIC WASHER BOX, 71h" x 9" x 3W O. A. #38840 INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. WCO-1 WALL CLEAN —OUT SIZE/ — — — NIBCO —PVC APPLICATIONS: SCHEDULE 40 PVC DWV, CLEAN —OUT DWG. #4811-14—V TEE WITH RECESSED BRONZE TAPPED PLUG & STAINLESS JOSAM #58890 STEEL WALL ACCESS COVER. CO-1 EXTERIOR CLEAN —OUT SIZE/ — — — SEE DETAIL —PROVIDE CLEAN —OUT WITH 2—WAY CLEAN —OUT TEE. rFFCO-1 DWG. THIS SHEET FLOOR CLEAN —OUT SIZE/ — — — ENPOCO — PVC OR ABS PLASTIC DWV DWG. #UFACO W/INTERNAL GASKETED ABS CLEANOUT PLUG & ADJUSTABLE ABS HOUSING W/SCORIATED SECURED SATIN NIKALOY TOP. HB-1 HOSE BIBB SIZE/ — 3/4" — BARNETT —SANITARY, AUTO DRAINING, FREEZE —LESS, WITH VACUUM DWG. BREAKER, BACKFLOW PROTECTED. SEE PLANS FOR WALL THICKNESS AND MOUNTING HEIGHT. PLUMBING EQUIPMENT SCHEDULE DESCRIPTION REMARKS WH-1; ELECTRIC WATER HEATER PROVIDE LOCHINVAR RESIDENTIAL ELECTRIC HEATER #ESA030KK W/ TWO (2) 4.5 KW ELEMENTS WIRED FOR 240 V., 1 PHASE, 60 Hz., NON SIMULTANEOUS OPERATION. HEATER SHALL HAVE THE CAPACITY 1 BEDROOM UNITS TO RECOVER 23.06 GPH @ 800 TEMPERATURE RISE. HEATER SHALL HAVE 30 GALLON STORAGE TANK AND SHALL BE GLASS LINED, FOAM INSULATED WITH ENAMELED COATED STEEL JACKET. SET HOT WATER SUPPLY TEMPERATURE @ 120' . 20" x 29-V4" — 340 LBS. WH-2; ELECTRIC WATER HEATER PROVIDE LOCHINVAR RESIDENTIAL ELECTRIC HEATER #ESA040KK W/ TWO (2) 4.5 KW ELEMENTS WIRED FOR 240 V., 1 PHASE, 60 Hz., NON SIMULTANEOUS OPERATION. HEATER SHALL HAVE THE CAPACITY 2 BEDROOM UNITS TO RECOVER 23.06 GPH @ 80' TEMPERATURE RISE. HEATER SHALL HAVE 40 GALLON STORAGE TANK AND SHALL BE GLASS LINED, FOAM INSULATED WITH ENAMELED COATED STEEL JACKET. SET HOT WATER SUPPLY TEMPERATURE @ 120'. 22" x 32" — 447 LBS. WH-3; ELECTRIC WATER HEATER PROVIDE LOCHINVAR RESIDENTIAL ELECTRIC HEATER #ESA050KK W/ TWO (2) 4.5 KW ELEMENTS WIRED FOR 240 V., 1 PHASE, 60 Hz., NON —SIMULTANEOUS OPERATION. HEATER SHALL HAVE THE CAPACITY 3 BEDROOM UNITS TO RECOVER 23.06 GPH @ 80' TEMPERATURE RISE. HEATER SHALL HAVE 50 GALLON STORAGE TANK AND SHALL BE GLASS LINED, FOAM INSULATED WITH ENAMELED COATED STEEL JACKET. SET HOT WATER SUPPLY TEMPERATURE @ 120'. 24" x 32" — 512 LBS. 1 s� 7 I Sm 31 41 AI 0i G 2 2/21/00 PERMIT 1 2/02/99 ISSUE FOR BID Rev. No Date Issue History � 5TONEBNOOK at 5ANFOIrOwl"', = / 7 , - M., 5GHEIDULE5 4 ♦ �� j 2 3 4 5 I o Iry A i L s 4 5 b 1 6 5 1(0 M MM C p E 1 G MAIN --- 1" %" 1 RISER I� ,\ J -V4" J,� a IJ / ZY 7L MAIN , WB-1 /TO RISER ;" WB-1tea WATER I I I -'" TO WATER /�i" BT-1 '.� HEATER" ,I HEATER DW , DW BUILDING TYPE 1 UNIT A \1 BUILDING TYPE 1 & 4 —UNIT B BUILDING TYPE 4 — UNIT C 1" O`er DOMESTIC WATER RISER DIAGRAMS -Va" WATER SERVICE OUT TO APARTMENT UNIT, r< a REFER TO UNIT'S WATER PIPING RISER Y DIAGRAM FOR CONTINUATION. TYPICAL --�" a" 1 " , ;a" 1 A" � � �4" r lVa" 1" dam 1 2 SAFETY WATER WATER PAN DRAIN RISER 1W RISER 2 DIAGRAM NTS J11L--h-3" VTR 3" VTR 3" 3" �► i 2" GD-1 '" 3" 3" ALI 2" GD 1 2w L 3" 2"' u � 311 SANITARY RISER (9 DFU) S 3" � '" 3" SANITARY RISER 2S (9 DFU) �IL--3"VTR SANITARY 1 2 3 4 5 6 1 8 9 10 0 ■ ON 0■ [am 0 E W FA 2 2/21/00 PERMIT 1 2/02/99 ISSUE FOR BID R®v. No Data iau® History ♦ • ti~ .. ' w"44 I I- 5TONE13ROOK at • •. MINOLE ♦ , .. Da WON 144 U ■s .._ :;�.. .. r,r_ R�"- :. vv rv. :.. 4YF '..c .:: v,lv . , J J".,/.V V.4LLt'r •v. v ♦r,LM44S VR iK, j. YJ 15/L.V, iV/V, fi-':- ,' N- i `�'... .. ,,. vi i front information t t.1 Alteration for dp at ran tro i the Shown on thin sheet without the written advance `"�' j' 8 fa Q_ 2€1 676' t6. 0 t .5�:if2 REf3 �t./ I f : _ ",. approval from r1g#neertng Services:will void designer's responsibility. a4 84'6° 6 o ti „ �� 7!6 YELLOW 18. All tendUns to be 112" inch diameter. ' s9'2 2.4716f 6 D 6 S - 1a PURPLE 19. Stressing: 1/2" Wand stress to 33.0 kips - anchor at 28.9 kips. ati ,8'iti° 2 6"::. 5t'6" o 3-x/a'` '�uH►�E 20. Phis'ptau, is for grade beam location and tendon layout only. Defer to Architectural plans for setting 61 4 181' 218" 21'6"' 4 0 4 1-3/4 RAY forms 21. All subgrada ft11 shall be select granular material compacted to 90% standard Procter density in a RE AFZ HITEGI U17A! FOR RECESS B2. 8 1 VF 2.4,t i ,p„ 6 0 ij 1-1ru.; DROWN o maximum f 6 lifts. 1 2 TENDON N4T.lF f ENG1Ne ElZ IF f1EEPER f N. i es 6¢ 6 2`. 66 0,, , 6 p s 5 try BLUE GREEN 22. A ntuttnYunr o of uarterete will'be maintained throughout the entire slab. �^ _ . 2 ,R , ,.: ,, _3. Alf rtauot�'tvater must be earned awayfrom the slab to prevent saturation of the sub -base. 84 a 1,a2 0 � 0 , tit 1 Q 8 Q Q. t 1 3�4' _ BLUE RED , 24. t wi t s. At lees dt n a.to. a rpxrrrut skra.fl be removed to reveal the roots, ltom extending trader the slab. r �z- s proximity p t �- Ei5 11 1 4a . f 22 - 0 p .-- :13--1 :2 BLUE YELLOW .. _ _ _ 2 H _ 5. 1 utctve a ittintnaurtt of l2 of existing soil and all unstable silt for to placing ari fill. �T11 m - �-- - - g Pr P g Y 111ll lily,. FIE E :: w,; , ..G. >4! tttxurrt ut: 2 � 'feet of tttl nta be tac.ed n the stte. Nlaxrraunt dttfereirttal tell :;hat! not exceed ?U°�} ,a , , ._, ,Y . P 9l SEE ©E 2 R „_-,, L = , . .: CONTRACT© _ - 'M 27. Cettdor acitet t rtr[ers plastic c hairs anchors wedges o bt as manufactured6 f. t1 0 � , . _ - .: , : _' �� pocket formers, p ,t y c C n jQ a!C!1'E Flt.t. - . at,all =- I ,,, .... �' T 111=111- .. .- JG .. s✓ 1 } t : F E.L. ,. .. � .:,. � � .:... S s .ills itit., Slld�,ll � LA. or a rovttl equal., Y �,..s P� 1 NOT 2t Il 2 ,.,, �8. No field su erviston rovldeck der this seal unless otherwise noted. 16 3 4 .3 /2 _RECIy$5, . ;, _ p 9. Exterior r w av ... .. � ..._.....-_._;... tuutt t g 11l have a ttiuluntrtti of I_ enrbt, .Went:below finished rack. TENtiON - Tt�IAL ....' .:"4( 4 _ 6 fOR 5 t 2 f2ECE S ttQ, ssRuc�uRaL.+cx; LPdr tray >ittrEt _ tFOEc Ups) , , -brick-ledges„ 0 ! S sr I_. hart . < Rt to ,_ catoR , r kioltc, 30. Corttrac tur to uistall �t11 floating lc�rrrts, porch brick rfG6onurrxts, and an seater than b srRct4s ..LENG7N EXrLN5t4N rr Rs A►ctiRS C1tpoo l P Y1; rt L trarN+. :. �yy�{�.\ ``''}},�� yy���y c t. a •.� _ ; :..._ � .._ � ; .. � dt,e betareP. F, c�bl� lat,�uierrl,..l�txital install brrclC-led es tens than 6 dec prior to tendon installation. �`'(' [' 1 ..- z6,e '3s.o 3 ! , Prior t nt� a li t9,41 ti c 1 ' I , SECTION � �1 I � � � l � 6 36 tQ 2 8.. , . 3s 6�. p. �:. , �,-11�,_ . , BLUE o� , y t 1 r �., �Y adtft ant dart wire attatt ht d to the foundation by drtll.tnl, into the slab. I endons C „ t. ,.... L.be ocatedto advoid tedddi lama e. e2 - :.,1$'. 64 S0, 2.6.4; .: �3 �i 14 . 0 19 1/¢ OREI N SNP► g - 2. 3� Alltendousar� !C2 dlalneter2701c: ¢3 16" `6 ! iD 2 Si r - 6i1 6'fi' 16 " ¢ `: 16 ' :, 5 ^ tf2 . RED 33 field verity all dimensions, no tes, drops, slopes, acid recesses with Architectural drawings. 4.' & 8f t0"� , 2 8 .; ; i34 6 6 ; : '. ,. U 6 `. 6"i/h. rELLow 3d. f� s i e ess as requife for s eratntc tile,wood or brick floors, maintaining Itrlt slab and grade beam depth. C5 69' '" 'ay '' ^':71' 6: '. 6 .:.; - 4 P 35. Proyide-adequate uate supports ;for all tendons andrebars to maintain proper ostion. 6 4t 5 3! . PUE? LE P P P P •rso'be Ice aal i S, n n B , ::, :. .51 6 - - -� . 3 ¢ 3 3 7!t# . Wr1rrE 3b Slab.ehat t. p a d t l in ans Secure to do s to chairs. 37. Fill: shall be air inert granular material compacted to 95%o modified proctor and shall extend a minimum of DI h' 1 a a": 2 a 2t 6".. a Q: 4 1 V4 GRAY 5`-0" `t�cy pad the perimeter of the foundation in all direction. D2 8: 11'6" . 2 a" ` is o" a o ' a _ . "1- i18 t3ROWN 38. Alteration to or _deviatioll from the. int'ornitition shown on this sheet without advance approval royal from _ .,1 P Engineering Services Inc. may void Engineering Services Inc. responsibility. .5-1/2 BLUE GREEN €� Y € 04, .4 -142.'0" .: a 0'c '' : 147'0° S 0 :, 0 11;.3/a BLUE RED D5 11 t64'6" 4'a'r 169.0° 22' a 0 13-1/2 BLUE, YELLOW P.T. SLAB AREA - 10042.78 sq. ft. NO•��x;; , I I' IS 11E RESPONSIBILITY OF THE BUILDER TO ALTHQ GH EVERY-EFF��T, `NAS-<E3�Ei~I "MR�E TQ .[��� IGol�l I�RoyIQ� GOOD:p��1.INAC�E AWAY FROM THE - -IrI ttr' r-JIVI .li Ill=a-;' R .t is-rti /1 tR [Y I,a'.r A't/\ n!'..Y !rre Lr•" ♦ r1 %9 f. e1^o�. Y!h�l+t.ktyl 3-r:. ram.: r, r.r rs'r V. ..., . .,. rm-.'m.�....... ., .�.....-.�.-.... ..-. ,,..,...-. . ..:: .:.�.� .-.:..... .nrrtr r.r R, rr. .vr„-, I—— ., ....,a .......... ....., .. .. .., ,... ._..... .. ,. r 14. sv u1Sr ti]G LU11UQrr l'endotrs,are to, be stressed no 1K{i her thxnn.6 days and`no later t4►ari 14 days ittler concrete placement. , r , Conti actgr to remove a4tfartni�rork pricjr to stressing of tendons. 15. Loading ;(i# the stab prior to tens anuig shall not be clone without the approval and direction of die A, ci�si�n �rgrneer" , .; 16. Grade Br ant st �1 "'n)ay: vary by -I GVq, +24%. 17. Alteration to or deviatiot from the. information shown on, this sheet without the written advance approval, rro�n.iw. z In ern 4,'ervlces will vciici -designer`s responsibility. 18. Alf-tvi1(Ibus to be' 1f2" 4icfi dtaiitpter 19. ss tv33.0 kips-,unch rat 28 9 kips. 20. 1 ris plan is for grade beam location and tendon layout only. Refer to Architectural plans for setting , 21. Aft subgracfe fill shall be select grttrzular material coznpac.ted to 90% standard Procter density in it rzzaxicnutrt. Qf 01111s, 2'2. ti tnntuziint of<lt` ofeQncreie `will btu maintau}ed throughout the entire slab 23. Alit' unoil wdtertnttst be=carriedaway tidm the flab to prove nt the -base. 24 saturttinrx of sub All trees witlit4i close prgxirnzty shall Edo reuzovetl to prevent the rootss front: wxtetzding under the slab. 25 R moue a mtnuuR►rzi, e!' 12'( ok existing soil and 4 unstable silt prror, tc* plAOng_an till` Mfeet pimundil3teiEialtdl 5} ail net exceed 20126 be- c 27. Ceudons„ pokettgnzaers plastic,chatrs, ztnchprs,, wecigs tp bz as nattntjfaetured by Tech -Con Systenis, inc , SIzde44, app,#oval equal s 28 No held supervision provided tmd,er this seal unless athenvise noted. 29 Ex #taolltrgs xvIll ht;v a rrzinirrtu4ri of IT, ernbetlm tit belpw finished grade. 30. Contractor to lrtat ll all lloatirtg #orrrrs, „Drell biiik ribl5on forms and tilt brick -led yes ., e v t, e t r tfrur 6 i V del tie r r p , .Fp e P 1' cable Iaouicttt Igo rift utst ill back -le ;. It -. t .ages leas th�ttz G deep prior to tendon installation. 31. - Prior. tug t #" its al1i sot ttdditior al lz dw- Y t ar - sire attatched to the fourldatio b , _ . > n y drill into: he slab. Tendons _ �EiAI.�;.&e located to'advoid tendoiz,clainage. 32. Al tend its"dtitrtteferZ7t)k. 33. f e#d veri#y aik dnteizsigs; nott s tiro s' sko s` d recesses A Recess- `re uire` ' r ,. , .. • , ., . P , . pe , an . e eases with Architectural drawings. as n: d.#o ,cerarnzc.tile, tivgvcior brick floors ,tnaintatntna 1t111 z 35. .. . � slai�,i and grade beam depth. PrQvtde acletlttate supports for all tetzdolts and."rebars to maintain proper postion. ' 36. Slab chairs to 6 placed at alI intursectiotis. Secure tendons to chairs, r 37. fill. shall be an itzert granular material compacted to 9$°fo tnoditied proctor and shall extend a rtzitzimur n of '-U" beyond the Perin eter of the l'o4uzc[ation in all direction: 313. Iteration to or,deviaEicin front the inforiontionapprovalshown on this sheet without advance from ED& ecying Services Inc. may void En ineeriiz9 Sef vices Inc. responsibility. ty. SHEET P.7'. SLAB AREA = 9270.61 ,sty. ft. r ��- NOTE IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE GOOD DRAINAGE AWAY FROM THE FOUNDATIO�tI RONI `I`HE TIME FORMS ARE SET UN'f'IL THE CONS' RUCTION OF THE BUILDING IS COMPLETE., GOOD DRAfNAGE MUS'f' BE, MAINTAINED FORTHE DURATION OF ]'HE BUILDING. THIS PLAN IS FOR &I'RUCI'URAL REQUIREMENTS ONLY. ARCH ITECI'URALDETAILS, SURFACE REQUIREMENTS, AND COMPLIANCE WITH A.D.A. REGULATIONS ARE SPECIFICALLY 0MI17ED FROM "THIS PLAN.THE COORDINATION OF, AND-RESPON SIBILI`I'Y FOR -SUCH REQ- UIREMENTS IS THE; RESPONSIBILITY OF OTHERS. OF F F-4 W Q sw � U C" m ` , W q U iV. F;AA iV iA6ACdAAJ L VV.'A, cs' 1jwA liiiiAAAVi 4- 9. Stressing: 1/2" strtuid stress to 110 kips - anchor at 28.9 kips. 20. This platz is for grade beam location and tendon layout. onfv. Refer to Architectural plans for setting forms: 21. All stfbgrade: f lfshal.09 select granular inaterial compacted to 90% standard Procter density in a max 22, A mui niuin, of ot'cottcrefo will be maintained throughout the entire slab. 23. All runoff wgtex­tnttst be, carried away froczt the slab to prevc nt satutatiou of the sub -base. 4. All.tre:6 with.ln c�lose:pm1mity shall be removed t prevent the roots, Prot extending under the slab. 25. Remove acriiuiniu rz.of 12" of existing soil and all unstable silt prior to placing any fill. 26. IVlaxitnu n. of25 feet of 1,i11 may beplac d on the site. Maximum differential fill shall not exceed 20% 27. Tezidctizs packet formers, plastic chairs; anchors, wedges to. be as manufactured by Tech -Con Systejts, Iztlidc ll,>I;A'or approval erlual.. 28. No field supervision provided. under this seal unlesi"athuwise noted. will lz�iYe a ttt 29. Exterior Noting izziznuftz of 1.2" enzbe�luicat below t'zztislzed grade. 30. Cozztrut,tor tc uzstall all lloafiiag forms; porch break rbbon,furins, and any brick -ledges greater than6" deep, before I?,,T cablo plaac t►eftk o3 not install brie,ledges less than f" deep prior to tendon installation. 31. Prior to instaltirig arzv additiv al hardware attatched to the foundation by drilling into the slab. `tendons SUALl be touted,to advold'tendon dmnage. 32. Alltendonsare�02'i"diameteri2?bk. 33. F ield;::verify €tll diniezistozis; notes, drops, slopes, and recesses with Architectural drawings. 34. Recess. as rec}uitedfi orceramic tile, wood or brick floors, maintaining full slab and grade beam depth. 35. Provide adettuate'supports for all tendons and.rebars to maintain proper postion. 36. Slab chairs to be placed at .all intersections.. Secure tendons to chains. 37. Fill shalt be as ine gramulztr in aterial compacted to 95% modified proctor and shall extend a minimum of 5'-0" beyondthe perimeter of the foundation in all direction. 38. Alteration to or doviation from the information shown on this sheet without advance approval from Engineering Services Inc. may void Engineering Services Inc. responsibility. SHEET l:Ill III I{-=1 r P.T.LAF3 AREA _ 1015. sq. , -�-- 60 FOES 5 1/2= TO 7 1/4; . ,RECESS L NOTE l'THE RESPONSIBILITY OFTHE BUILDERTO :.. ALTHOU H .,EVERY .EFFORT,::HAS :BEEN.:MADE T , D SIGl�J Ql{Ov�D�, 4OD DRAINAGE AWAY PROM � HE G.. �; _ _ . :. THIS F(k ND TI 11� 4 Q.CNG T Ti- Ai Ci i C c 1 ALS _ F , U tD... f ION F R4i�t E1� f INI EORt S ftE Ala l .. , ,r H1S PLAN l OR I RUC l R L R R l ONLY. i l 1[ E a U A QUI E IE N 5 NL H I l.0 uRAL DE f [_S, :.... SUB, t . E T f lT _ R .. TRA -T fS THE BRaH IBE ITY t F" HE CON C OR R _ E__. '- UN I IL I HE SON RU'I ION I+. THE [3UILDINO I _ .. �Uf I Et L RIJ UIR M N I N O P I N 1'VI H A.D.A. REGULATIONS ARE G Q B B S, C7 L A GF C GULA IONS [ [✓ _ . T. - TO,, 1�E.Ri�Y T . A URA�Y_ THE l...E._ S N _ COiViPLF,.[GOOD D AINAG). I�IUI BEf MAINTAINED AINI.D _ _ 11" .:-.. .. r SI'E.CIF I AL Y OMITTED l F Oi`� C -iIS P AN. I' ICOORDINATIONOh [� R ON G : _L. 4 E.D. ft I f L. AND E54' ...._.. _,....: _.�,..4.. -.::-: .._.... ... _ _ ..... .. ,. ........ ,. - .. ....,..,. . - .. �. .. ,. �.: ,:r -,,.. ... ...... _.._.. _ _., .. . .. :.... ...:.. ... _. ....:. F Cjr .p'� p (� [` jjt,, j�j �/1! ryry /`� 1 [~Qft� I1�i.Li �?[�ftA.['�.QN OI.`.,..I �JL.,A .I.iV-,[Lf..+INC;. R SUCH R 4 IN l[ NI I It f SL;[ilLl I'Y FOP, 5 H L U KEAiti E. I � ISTHE l:. RB�PO S B L Y OF' U I E LRS. .� _.. r. 77,77 s . OF Fll 1 lk 3 tr 'ems' SANFORD BUILDING, DCPT', THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT I SSUr;.0 SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY 'PO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT T lE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS. CONSTRUCTION OR OTHER VlOI_A.TIONS OF THE CODES NOTES A B C I 0 0 In w 0 0 CU 0 cu ry Q i u Q 3 q 3 q x w w 0 w z_ z 0 Q W I-- C7 U w U Q n a■ Rim HI UI INS 5 PION TYPE I El Scale: I/8' = I'-B' SYMMETRICAL AQOUT AXIS 1 2 `t 21'-4-1/2' RU55 BR.GBRG. 19'-3-1/2' 0.5UB FLR 9'-1-3/4' •O.SUB FLR. i �+ 91 1 'lon 11 m-X': MAJ V"7: 9YMMETRIGAL ABOUT AXIS 36'-5-5/8' MAIN RIDGE I-IGT. _ 21'-4-1/2' TRU55 BRCS. T.O.SUB FLR TRU55 BRG. 9'-1-3/4' T.O.SUB FLR. TRUSS BRCS. T.0.5 36'-5-5/8' MAID! RIDGE WGT. 21'-4-1/2' TRU55 BRCS. `r 19'-3-1/2' OIL T.O.SUB FLR IT-8-3/4' J, f� 1AIN RIDGE 1,6T. 21'-4-1/2' TRUSS BRCS. `r 19'-3-1/2' �.".60 FLR. _ IT-8-3/4' TRUSS BRG. 9'-1-3/4' T.O.5U5 FLR. 81-i' TRU55 BRG. 0'-0' T.0.5 E0 MJ e 3 ® Iz Al~_ w a ,A v 0 0 5 12/22/2000 czntw ISSUE FOR F'EWIT o`®'oou.d) u _ A 4 12/21/2000 BID SET Q 3 08/12/99 PRELIMINARY BID L Q 2 O'1/14/99 BID SET REVIEW AI 06/18/99 OU.INER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 ■ t 5 A N F 0 r �� APARTMENT5 CITY OF 6ANFORD, FLORIDA BUILDING 5ECTION 24 UNIT5 A4.05 TYPE I ..3659<aes .a..� a. a �.m- NOTES 0 IN CD 0 Lf) W 0 0 cu 0 CU W ¢ Q l� 3 3 Q rV p X W r/ W T 0 L� z z 0 ¢ w n 0 w U 2 I�--� SYMMETRICAL ABOUT AXIS MW 3 0 MAIN RIDGE HGT. TRU55 5RC�. T.0.50 FLR IT-5-3/4' TRU55 RRG 9'-1-3/4' Aik T.0.5UB FLR M55 5RC1. �I 5YMMETRICAL. A50UT AXIS tr] r � _ ._. __.. .' T.0.5Z FLR TRU55 5RCx. 9'-1-3/4' T.0.5U� FLR TRU55 5%. T.0.5U5 FLR TRU55 5%. T.0.5U5 FLR. TRU55 RCa. If 7 C LP N 5 12/22/2000 ISSUE FOR FEWIT �7!/7m ..lwoned� 4 12/21/2000 5I1D SET A 3 08/12/99 PRELIMINARY BID A 2 0,/14/99 51D SET REVIEW A 1 06/18/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 5TONEBNV 11 a t 5�N�0cx APARTMENT5 D 06/I6/99 CITY OF 5ANFORD, FLORIDA Pod 3659-40 5UILDING5ECTION 24 UNIT6 A4-06 TYPE I I rage: 36 59A470 a.or wxF 12' -- I' -0' L9T PLOT: NOTES n 0 0 LO W H 0 0 cu as cu w f— Q G 0 F Cx N r SYMMETRICAL ABOUT AXIS H1 va Y t,a� Scale: I-I/2' = I'-m' ci�r„r �A^�S,',' SSININiC�L�S *1..�' �T IM FELT $. SHEATHIW3 4P VALLEY PLASHING ' MIN. EACH SIDE. REPA5RICATED OOP TRUSSES '-E STRUCTURAL. MAIN RIDGE NGT. 2T-4-1/2' TRU55 SRG. IS' -3-1/2' T.0.5U5 FLR Ti�,I55 SRG. 9'-1-3/4' TD.5U5 FLR TRU55 5RG. 79r- A51D4 SYMMETRICAL ABOUT AXIS i 5"r I1'" 1ETRIGAL A50UT ,4X I S 0 MAIN RIDGE WGT. 21'-4-1/2' Ak TRU55 5RG. TD.5U5 FLR TRU55 SRG. T.0.5U5 FLR AIN TRU55 5RG. MAIN RIDGE WiT. 21'-4-1/2' TRU55 5RG. TD.5U5 FLR -s-3/4' TRU55 5RG. T.0.51J5 FLR. TRU55 5RG. MAIN RIDGE HGGT. 21'-4-1/2' Ak TRU55 5RG. T.0.5U5 FLR. IT-s-3/4' TRU55 5RG. T.0.5U5 FLR s'-1' TRU55 SRG. rr ©' G E g S 12/2Z/2000 ISSUE FOR PERMIT a'o"oo"'i�ro0id1 4 12/21/2000 BID SET A 3 08/12/99 FRELIMINAW BID 0 2 01/14/99 51D SET REVIEW A1 06/18/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 FILE: 3659A4 0i mcT sc&E: 12' =1' -0' wT FLoT: NOTES IS Lf i n 0 0 Ln W H 0 0 cu 0 CLJ al W U3 3 Q 3 1Z 1q x w ry W S a z H z a ¢ E- w w U J r, 011111111 S1 N UI (N S C I I I Y (Y SYMMETRICAL ABOUT AXIS I1 9 i MAIN RIDGE 1-IGT. 21'-4-1/2' TRUSS BRG. 19'-3-1/2' T.0.5U13 FLR. TRUSS BRG. 9'-1-3/4' T.0.5z FLR. 81-1' M55 BRG. .— r ,4 00'" UIL21NG 5ECTION TYn= IY-- ASOUr AXIS L E0 Scale: I/8' Awftom r-"'rMMETRI CJ BUIL "IN SECTION-TYfat IVE30UT 4xls - i 0 4 361-5-5/8' MAIN RIDGE d-GT- 21'-4p-1/2' TRU55 BRG. 191-3-1/2' T.0.5U8 FLR. I`i'-8-3/4' TRU55 BRG. 9'-1-3/4' T.0.5UB FLR. TRU55 BRG. 0I-01 T.0.5 i 1Pt 2i'-4-1/2' T%55 BRG. T.0.5UB FLR. IT-8-3/4' TRU55 BRG. 9'-1-3/4' T.0.5u8 FLR. 81-1' TRU55 BRG. / MAIN RIDGE HGT. T.0.5Z FLR _IT-8-3/4' TRU55 BRG. 9'-1-3/4' T.®.SUB FLR. 81-1' TRUSS BRG. in A [O 13 LNE 1 N 12/22/2000 ISSUE FOR FrE IIT �f�o/��ewtrousdJ 0 4 12/21/2000 BID SET A 3 1 08/12/99 PRELIMINARY SID A 2 01/14/99 5IO SET FREYlEW 1 O6/18/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 5InnO at 5ANFO'rnwrl APARTMENT5 ... o, :•' CITY OF •FLORIDA 5UILIDING 5ECTION 24 UNIT5 TYPE IV • • ii: o i n 0 - o W H O O cu a CU ry LJ I— Q Q 3 3 Pq x w ry w 0 z H z f'- n� L1 n�n n U ci- U Q J A 5 D E F G P 1� NOTE: USE 3' x 4' WOOD 5TUD5 IN PLACE OF 2' x 4' WOOD 5TUD5 FOR ALL BEARING WALL5 ON THE FIRST FLOORS ONLY WHERE T A l3i THREE 5TORY CONDITIONS EX15T. s 0 a U C L U O Y N N rn O Li 0 O C O o `_ O a T C Q N U� C 3 U N y N L C O N O C U CJ O 2 U �U O O_ N U L O D V O N Q O a G L N 0 y c a, C0 L V C O n C N E U O O N O L H U z Al w A F V Q O QS 12/22/2000 ISSUE FOR PERMIT comtro lLed) z 4 12/21/2000 IND SET m 3 08/12/99 F RELIMINARY 51D 2 01/14/9S 51D SET REVIEW I I 06/I181/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Vinter Park, FI. 32789 (407) 629-0595 I 2 3 4 5 6 S 9 10 3659A501 iLoT sc&E: 12' =1' -O' LMT FIAT: A a C D F G N 1 • �05 NOTE: USE 3' x 4' WOOD STUDS IN PLACE OF 2' x 4' WOOD STUDS 3 A FOR ALL HARING WALLS ON THE FIRST FLOORS ONLY WHERE (3) THREE STORY CONDITIONS EXIST. L O N V C U O Y 21 c> n e> rn L� O C O U C N O y 2 X O O L n C N E U O O N O L O n c 0 0 U O E 0 vi c O .N 2 vi c 0 U CU 2 O T C Q f/1 G 3 O v O t C O N O C V O 0 O_ U �V O D_ O L O ry T � J O N J N N O O C U C V O Y N O o+ t O T OI O O Q �J L U O N C E C O L C O C N E U O D N N N L H L7 Z J U 4 U O Q 5 12/22/2000 ISSUE POR PEWIT ;r,2"`i`i�o�•i u-'L6d) LU Q 4 12/21/2000 5I0 SET A. 3 08/12/cM9 PRELIMINARY BID 2 01/14/99 51D 5ET REVIEW I 06/18/99 OUJNER REYIEUI Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 5T0NE5NVVN 11-- a t 5ANFO'O-"mN�-) APARTMENT5 CITY OF SANEORD, PLORIDA D 1�6/IS/99 Rol. 3659-40 WALL 5ECTION5 4 TAILS RLE: 3659A502 PLOT v-xE: I2' :1 ' -0' A5.02 LAST FLOT: Imn NOTE: USE 3' x 4' WOOD STU1)5 IN PLACE OF 2' x 4' WOOD 5TUE)5 s FOR ALL BEARING WALLS ON THE FIRST FLOORS ONLY WHERE (3) THREE STORY CONDITIONS EXI5T. L O 2 V C L U O Y rn D N T O C N C N 3 U O p 0 0 U C L U O Y O. V CJ lL O T U Q O Q J L J O N C _ N a C a � L C O N i= V O U O N V C U L Al~_ W U D' Q O 5 12/22/2000 18SUE FOR PERMIT d�ii®cca+vci�e� 0 4 12/21/2000 151E) SET m A 3 08/12/99 M;ZELIMINARY 15ID Al 2 1 OIA4/139 51D SET REVIEW Al 1 06/18/°J9 OWNER REVIEW Rev. No Date Issue History eAN FUGLEBERG KOCH .ARCHITECTS Orlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 s : 3659A503 PLoT 6mE: 12' =1' -0' LAST PLOT: A 5 G D E F U H NOTE: USE 3' x 4' WOOD STUDS IN PLACE OF 2' x 4' WOOD STUDS FOR ALL BEARING WALLS ON THE FIRST FLOORS ONLY WHERE (3) THREE STORY CONDITIONS EXIST. 0 U L U O Y rn m O rn a 0 C N N C O U C O V L 7 L 3 N C E U O 0 U N O L O 4J C O O V 0 O E `o vi C O O 0 V Q v T C 4 y O. C O a U y 'U L C O N O U O O U y O U O Y N d N LL O T QJ Q O Q N L U O EO s C O N C N E U O N N U F- 01, J G U O 5 12/22/2000 ISSUE FOR F'Efd"11TLj 4 12/21/2000 BID SET m Q3 08/12/99 PRELIMINARY BID 2 0i/14/99 BID SET REVIEW I 06/18/C3g OWNER REVIEW Rev. No Date Issue History FtJGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 5TONEf3NVVN I I at 5ANFOINOD, APARTMENT5 ,., /�, i • CITY OF ♦RI FLORIDA 1 2 3 4 5 6 1 $ 9 10 FILE: 3659A504 PLOT scale: 12' e 1'-0' LAST PLOT: n 0 0 LF) W H �f 0 0 OLI CU ry L� 1 1— Q tD 3 ra 3 Q ry r� Pq x W W 0 z H z 0 Q W n 0 U W U Q - J W A 5 V D E F G P NOTE: USE 3' x 4' WOOD STUDS IN PLACE OF 2' x 4' WOOD STUDS r FOR ALL SEARING WALLS ON THE FIRST FLOORS ONLY WHERE A (3) THREE STORY CONDITIONS EXIST. v Z s 2 N U U O Y rn N a e> m W 0 c O N c 0 V C O 3 y N N E3 L O L N C J V O N N U O N G O 0 U O E O N C O .N j N N G O 'U p J /lJ O Q. U T C Q N O� L O U N N L C O O O C V O Q U �U N 2 N 0 L `o w T O V h U O C O V L U U Y O O T O O O_ O c c> L m 0 N E C 0 .c v c 0 N c 0 E J u 0 N 0 r U Z Ld W Of - V Q O 5 12/22/2000 ISSUE FOR PEM"IITo"�`°"'ll•a� 4 12/21/20M BID SET A 3 08/12/99 PRELIMINARY BID A 2 0V14/93 510 SET REVIEW Al 1 M/18/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Vinter Park, Fl. 32789 (407) 629-0595 5TONE5NvOK 11 at 5ANFOINOE), APARTMENT5 .:_ CITY OF 6ANFORD, FLORIDA 'p WALL 5ECTION5 4 WINI)OW/DOOR DETAIL5 NOTES a L O Q N V L U O Y rn O o+ O C N N C O U C N 3 v O t O G 3 N G U E O U O O O N L O N C O 0 V O E 0 vi c 0 O vi C O (p U V 3 O D_ O C Q in o� C 3 0 v O N U L 0 v v 0 c v 2 a U �U CJ R N O O {� T IJ O V � O N N N 0 v 0 U C L U O Y rn N r� U rn 0 a 0 a 0 L 0 N c N O V L v 0 N c e> E V O OJ N V U J V Z que ty 2 J 12/22/Z0®ili r-oR �s�iiT plltOltoote+mrollsd) o � 0 4 12/21n®®® 5i® SET m Q 3 08i12/513 PRZLIMINARY 51D Al 2 01/14/99 51® SET FREVIEW Al i 1 ®g,iiwea OUNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Pork, A. 32789 (407) 629-0595 5TONE5NvOK I I !�!Xo at APARTMENT5 /�. :..CITY OP 6ANrOfRD, PLORIPA 41TUGGO BAND5 AND COLUMN ---DETAIL5 I T"JLE: 3659A506 PLOT x.&E: 12 a: V -m ' LAST PLOT: NOTES E C p F G H o El BUILDING C III 5TAI i 1'�FrrAtI�IIVC� � 'AFL 10 RAILING a 42' A.P.P. WALL LEGEND ONE LAYER OF 5/8' TYPE 'X' ON EACH SIDE OF TENANT SEPARTION WALL W/ 31/2' MK BATT INSULATION IN ONE STUD SPACE. I IOUR CALCULATED ASSEMBLY BASED ON RATED TENANT SEPARATION TABLE IOU2b FROM S5CCI ONE LAYER OF 5/8' TYPE 'X' ON THE • ®®®®� ®®� 1 HOUR INTERIOR SIDE OF WALL. CALCULATED PROTECTED EXTERIOR WALLS ASSEMBLY BASED ON TABLE T09b25 FROM SEICCI ®0mom1 • ONE LAYER OF 5/8' TYPE 'X' ON EACH IHOUR SIDE OF WALL_ PROTECTED CALCULATED ASSEMBLY BASED ON INTERIOR WALLS TABLE '1M25 FROM SBCCI. ONE LAYER OF 5/8' TYPE 'X' GYPSUM SHEATHING ON THE EXTERIOR SIDE OF j I I HOUR PROTECTED WALLS AND BEAMS. BASED ON TABLE STAIR S1t&UCTUW I 625 FROM SSCCI PROVIDE 2 LAYER 5/8' TYPE 'X' ATTIC SEPARATION PARTITION GYPSUM WALLBOARD EACH SIDE OF STUD uL- U338 ONE LAYER OF 112' F4EGULAR ON 50TH SIDES OF NTERIOR WALLS NON -RATED WALLS O O .o U O O vi C O N vi C O O D_ N T C Q N O� C 3 0 v GENERAL NOTES. N L 01. INT. AND EXT. LOAD BEARING PARTITIONS AT GROUND FLOOR UNITS TO BE 3 x 4 STUDS AT IV D.C. IN 3 STORY PORTIONS OF BUILDING PER CODE. g 02. REFER TO CIVIL DRAWINGS FOR SIDEWALK LOCATIONS. o 03. PAINT ALL ROOF VENTS t STACKS PENETRATIONS TO MATCH ROOF cl TILE COLOR a L 0 MAJOR 5UILDING SECTION 0 DETAIL NO. PARTIAL SECTION 0 V A4.02 SHEET WHERE DETAILED Y N N O. L 0 2 a L 0 E y V L C V C N E V O N O N L H V Z W V co" Z Q 12/22/2000 ISSUE FOR PERMIT �nol ®®vou.d� 4 12/21/2000 BID SET CD 3 08/12/913 PRELIMINARY 51D 2 01/14/99 51D SET REVIEW A. I 06/15/99 OWNER REVIEW Rev. No Date Issue History FI UGLEBEI RG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, A. 32789 (407) 629-0595 5TONEEINVUN II c' at 5ANFOML.) APARTMENTS o,e 06/18/99 CITY OF_SANFORD, FLORIDA Rol. 3659-48 TYR BUILDING STAIR PLANS Ab.BI 4 O ro 9 10 I NOTES 1.0 CONTRACTOR TO SUBMIT STAIR AND RAIL SHOP 0 C 0 F 0 0 to u 0 0 0 cu ry W F— ¢ l� 3 Q ry Q Pq x w w 0 z H Z ¢ V) w 0 U LJ U 0- iEl ONE COAT STUCCO 'MAGNA WALL' PER N.E.R. 459 1' CV � le ---------------------------- - nJ. STAIR RUN S RISERS IV 6.815' S TREADS w 11' 1' NOSING TYP. TOP RAIL 11 1/2'1) x FPICKETS (1/2' X 12 GA AT 4' O.C.) SPACING NOT TO EXCEED 4',(TYP.) MID HEIGHT RAIL (1-1/2'p x 12 GA) 50TTOM RAIL (1-1/2' X 1-1/2' X 12 GA) wn7wqlal', I "N! I n ® �✓ ( lull 8 RISERS (0.87�" 7 TRE,4U5 IV I" NOSING T�1=. 1 2 3 21'-4-1/2' TRUSS BRG. T.o.5U5 FLR. IT-8-3/4' TRUSS 5%. 14'-1 1/8' APP. T.O.LANDING a.UB'FLR. 4'i. AFF. T.OLANDING an 0 L IGHTWE IGHT CONCRETE 3/4' T 8G FLOC DECK PRE-ENGINEE WOOD TRUSSE (SEE STRUCTL 5/S' TYPE ') EXTERIOR G SHEATHING - it HiScale: 1-1/2' = 1'-0' y JI EXTERIOR GRADE SHEATHING DRIP J 11�Ni� I1�C� i PICKETS (1/2' X 12 GA AT 4' O.G.) 13OTTOM RAIL (1-1/2' X 1-1/2' x 12 GA) M.G. 12 X 10.ro GA STEEL STAIR STRINGER PRECAST CONCRETE TREADS M.C. 12 X 10-6 GA STEEL STAIR STRINGER LIGHTWEIGHT CONCRETE 3/4' T 4G FLOOR DECK x -OOR JOISTS iIEE STRUCTURAL) PICKETS (1/2' X 12 GA AT 4' O.C.) 50TTOM RAIL (i-1/2' X 1-1/2' X 12 GA) PRECAST CONCRETE TREADS M.C.12X10.6CIA STEEL STAIR STRINGER DRAWINGS CERTIFYING COMPLIANCE WITH 0 A APPLICABLE CODE REQUIREMENTS SIGNED AND D SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. 2.0 REFER TO CIVIL OR LANDSCAPE SITE PLAN FOR SIDEWALK LAYOUT LEADING TO STAIRS. 3.0 STAIR TOP RAILS SHALL RETURN TO WALL. 4.0 FIELD VERIFY LANDING LOCATION ON STRAIGHT RUN STAIRS. ADJUST RISER COUNT ACCORDINGL PER CODE. o U 52 CONTINUOUS WELD 6.0 PLACE ANCHOR PLATE ON TOP OF CONCRETE TREAD SO IT DOES NOT TOUCH ALUMINUM T-RAR a s 0 3 n E V N U s O a 0 0 DESIGN CRITERIA FOR RAIDING: AND GUARDRAIL 1608.2 RAILUNGS G 16082.1 HANDRAIL DESIGN AND CONSTRUCTION. o Q 16082.1.1 HAND RAILS SHALL BE DESIGNED AND 10 T CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 Ib. (890 N) APPLIED AT ANY POINT IN ANY DIRECTION. o 16082.12 HANDRAILS LOCATED OTHER THAN WITHIN DWELLING UNITS SHALL ALSO BE DESIGNED AND CONSTRUCTED FOR A LOAD OF 50 plf. (130 N/m) APPLIED IN ANY DIRECTION. 16082.1.3 LOADING CONDITIONS IN 16082.1.1 AND 16082.12 0 SHALL NOT BE APPLIED SIMULTANEOUSLY, BUT EACH a SHALL BE APPLIED TO PRODUCE MAXIMUM STRESS IN a IN EACH OF THE RESPECTIVE COMPONENTS OR ANY OF THE SUPPORTING COMPONENTS. o 160822 GUARDRAIL SYSTEM DESIGN AND CONSTRUCTIO o D 160822.1 GUARDRAIL SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED FOR A CONCENTRATED LOAD OF N 200 lb. (690 N) APPLIED AT ANY POINT IN ANY DIRECTION AT THE TOP OF THE GUARDRAIL- ° 1608222 GUARDRAIL SYSTEMS LOCATED OTHER THAN WITHIN DWELLING UNITS SHALL BE DESIGNED AND Y CONSTRUCTED FOR A LOAD OF 50 plf (130 N/m) APPLIE HORIZONTALLY AT THE REQUIRED GUARDRAIL HEIGHT AND A SIMULTANEOUS LOAD OF 100 pIf (1459 M/m) APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE a GUARDRAIL. 160822.3 THE GUARDRAIL SYSTEM SMALL ALSO BE DESIGNED AND CONSTRUCTED TO RESIST A 200 Ib N (890 N) CONCENTRATED HORIZONTAL LOAD APPLIED E ON A 1 ft SQUARE AREA (0.093 In ) AT ANY POINT IN THE SYSTEM INCLUDING INTERMEDIATE RAILS OR OTHER ELEMENTS SERVING THE PURPOSE V V L z `T Q 0 5 12/22/2000 ISSUE FOR PESMIT F 4 12/21/2000 e10 SET m 3 08/12/99 LIMINARY BID 2 01/14/99 BID SET REVIEW I 06/15/99 OLNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Vinter Park, FI. 32789 (407) 629-0595 JAWS I �•� O now . . n 0 CD , H .-t O CU CU Q i W F-- Q Q 3 Q 3 Q Q as x W ry W 0 z H Z Q Q V ry W F-- r o U W U Q J A B C D F G H 1 2 3 4 5 6 -1 8 9 10 FILE: 3659A(oOldwg noT wq-E: 12 ®= I' -®' L46T F.or: NOTES GENERAL NOTES: a 01. REFER TO BUILDING PLANS FOR GYP5UM WALLBOARD - TNICKNE55 AND RATING OF ALL PARTITIONS 02. 5ET TNRE5WOLD IN FULL BED OF 51LICONE 5EALANT Y 03. PEEL 4 STICK TYPE FLASHING TYP. FOR ALL WINDOWS ALL 4 51DE5 0 04. PROVIDE NOM. 22x 36' ATTIC ACCE55 N 5EE BUILDING PLAN5 FOR LOCATION 3 u m vi c 0 U ♦ a d Q 01 �3 0 m m An An c 0 a 2 0 c v 0 2 n U U v a 0 L `o T C -p v N iV O a C O U C L U O Y o+ N O T U� O d N L Ol O tll C O C O V L a C O N C U E U O a m m m L r U L J U c U O S 12/22/2000 ISSUE FOR FnEI;411T ID��canLrolled) LI 4 1212112OW BID SET a3 08/12/*SB FWZLIMINARY BID LRev. 2 01/14/99 BID SET REVIEW 1 06/18/99 OWNER REVIEW No Date Issue History W�j FUGLEBERG KoCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 5 T ♦ N E i'�• at APARTMENT5 CITY OF 5ANFORD, FLORIDA .._ FM- 3659AVI.DW6 FtotwALE: 12'=1'-0' LAOTFLoT: z NOTES W 0 0 A W CD cu 06 W E-- Q r� tD 3 Q l3 3 ry r� cn x W W 0 z ti Z ry W 0 U w U CL C I: H DRYER VENT PIPE (SEE HVAC GENERAL NOTES, SCHEDULE AND DETAILS) ON H6.01 PLAN VIEW - A 2 SEE FLOOR -CEILING A66EME3LY UL FC-1002 1/2' GWB 2 x (o FRAMING - 16' O.C. 1 PR. FIRE5TOPPING - LAYERS 5/8' TYPE Y GYPSUM WALLBOARD TAPE AND SEAL ALL JOINTS PER 55CCI CHAPTER I (TYP) 3 A 5LDG WRAP INSTALL PEEL E STICK EXTENDING FROM THE CORNER A MINIMUM OF 2'-0' IN 50TH DIRECTIONS EXTERIOR FINISHING SYSTEM. O.SB. SHEATHING. (SEE STRUCTURAL) R-115ATT INSULATION. WOOD FRAMING. 12' FLASHING TYVEK OR EQUAL 0 5 HOLLOW METAL W/ INSULATED 6 PANELS CORE COLONIST HARDBOARD J f7 FOLLOW METAL SINGLE LEAF LOUVERED 51-FOLD A C A 0 Co! O ITV PANEL BEOLW O toil q b-PANELED 51-FOLD LOUVERED 51-FOLD FRENCH SLIDING GLA55 DOOR 1 • • ■io■Ioo nc�ai■ • MOMFM mom r3m • mom _ • �/ //- _ __ _ _ _ 1 • ii_� �M• � ���M • M[3 R i/ M mom EN c•oca■oc�■�r•�aca • _cacaoM _ _ _ •� M■ •��• �• 1 MUMC/13 � f g 9 10 1. PROVIDE 59 5F OF EGRESS CLEARANCE A ALL 1 ST FLOOR WINDOWS 2. PROVIDE 5.1 BF OF EGRE55 CLEARANCE ON ALL 2 ND FLOOR WINDOWS C Mmwa T5 H-1(UNIT ENTRY DOORS). PROVIDE LEVER HANDLES IN COMPLIANCE WITH ADA REQUIREMENTS AT ALL GROUND FLOOR UNITS. a. EACH TO HAVE: 15 PR BUTTS, STAINLESS STEEL, SPRING LOADED HINGES b. 19 ENTRANCE LOCK SET c. ID DOOR STOP d. ID ALUMINUM THRESHOLD (LENGTH AS REQUIRED) ACCESSIBLE D Is. ID SET WEATHERSTRIP F. KNOCKER/VIEWER g. 1.0 DEADBOLT OPERATED BY KEY OUTSIDE, THUMBTURN INSIDE. H-2 (UNIT BEDROOM/15ATHROOM DOORS) a. EACH TO HAVE: 1.5 PR 15UTT5 (BY PRE -HUNG SUPPLIER) b. 1.0 PRIVACY c. ID DOOR STOP E H-3 (CL05ET5) a. EACH TO HAVE 15 PR BUTTS (BY PRE -HUNG SUPPLIER) b. ID CL05ET SET c. 1.0 DOOR STOP (INACTIVE LEAF FIXED) 5 12/22/2000 ISSUE FOR PERMIT =tw f°li"u 4 12/21/2000 BID SET O 3 00/12/'Z9 PRELIMINARY 5ID 2 01/14M'3 51P SET REVIEW A I 06/I8/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS G Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 H VMS A I 1 I 0 0 Ito n M cu LEI 0 0 CU cv M III I_ , = 3 Q 3 r=� Pa m In (1) w Gof = Cl I z z 0 I- Q I- C4 ry w I- n 0 U w U Q n G SECTION 01010 - SUMMARY OF WORK TABLE OF CONTENTS PROTECTION OF PERSONS AND PROPERTY: (Article 1.1 GENERAL Golf Terrace Apartments PERFORMANCE BOND 10) A. The Project consists of an apartment complex with 5 buildings containing Phan II Provide per requirments on format "PERFORMANCE BOND", AIA 112 units (one, two, and three bedroom units.) Project No. 369&OO Document A-312, December, 1987, Edition. 10.2 SAFETY OF PERSONS AND PROPERTY: August 14, 1998 H After Item .3 of Article 10.2.1, ADD the following new item: 1. Project Location: City of SANFORD, FLORIDA A. TABLE OF CONTENTS G. PERFORMANCE BOND LABOR AND MATERIAL BOND .4 The Contractor shall be responsible for repair of Contractor damages made to any utility lines that are visible, shown on Contract 2. Owner: AIMCO APARTMENT INVESTMENT AND MANAGEMENT H. LABOR AND MATERIAL BOND I, MERAL (EDITIONS Provide per requirments on format PERFORMANCE BONG" , AIA Documents, or made known in advance to the Contractor. Locations 3504 LAKE LYNDA, SUITE 100 ORLANDO, FLORIDA 32817 J. SUPPLEMENTARY GENERAL. CONDITIONS Document A-312, December, 1987, Edition. of underground lines shown in the drawings are based on best B. Contract Documents, dated JANUARY 22,1999, were prepared for the available information, but are not necessarily exact in regard to Project by Fugleberg Koch Architects, Inc., 2555 Temple Trail, Winter Park, TECHNICAL SPEgFlCATIONS I location or number of lines. Florida 32789. DIVISION 1 GENERAL REQUIREMENTS GENERAL CONDITIONS INSURANCE AND BONDS C. The Work consists of the construction of two and three story wood frame 01010 Summary of Work The "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", apartment buildings, one story wood frame amenity buildings, and all related site improvements including paving and landscaping. 01027 Applications for Payment AIA Document A201, fourteenth edition, April 1987, relates to the 11.1 CONTRACTOR'S LIABILITY INSURANCE: 5 0103Modification Procedures 01035 Project Coordination Work of this Project and is hereby made part of this Contract as though fully contained in these Specifications. DELETE Article 11.1.2 and SUBSTITUTE the following: 1. The Work includes concrete slabs and toppings, cemetitious underlayment, metal stairs and ornamental railings, wood framing and trusses, architectural 01050 Field Engineering 01050 Reference Standards &Definitions The Contractor is hereby directed, as a condition of the Contract, to 11.1.2 The Contractor shall maintain insurance as specified in woodwork and finish carpentry, sheet membrane waterproofing, exterior finish system, asphalt/fiberglass shin les, steel doors and frames, wood doors, 01095 Project Meetings obtain the necessary copies of Document A201, to acquaint himself subparagraph 11.1.1 with Limits of Liability as follows: aluminum windows, door hardware, gypsum drywall, gypsum sheathing, interior lu9 01300 Submittals 01400 Quality Control Services with the Articles contained therein and to notify and apprise all Subcontractors, suppliers and any other parties of the Contract of 1. Workmen's Compensation - statutory benefits. finishes including tile, vinyl tile floor coverings and carpet, manufactured kitchen and bathroom casework, plumbing, fire protection, heating -ventilating, air 01 500 Temporary Facilities individuals or agencies engaged on the Work as to its contents. 2. Employer's Liability - $100,000. conditioning, electrical systems and lighting. 0100 Materials &Equipment 3. Comprehensive General Liability including Contractors Protective 631 Product Substitutions 01631 No contractural adjustements shall be due or become exigent as a Liability and Product - Completed Operations Coverage. 2. Contracts with the Owner shall be based upon Prime Contracts: Project Closeout result of failure on the part of the Contractor to fully acquaint 01740 Warranties &Bonds himself and all other parties to the contract with the conditions of Bodily Injury - $500,000 each occurrence. a. General Contractor DIVISION 2 SITE Document A201. Bodily Injury - $1,000,000 aggregate. b. M & E Contractor 02282 Termite Control J Property Damage - $500,000 each occurrence. M & E Prime responsible for all work related to M & E disciplines including all See drawings for additional civil requirements. Property Damage - $500,000 each aggregate. general requirements per Division 1: General Requirements as specified herein. SUPPLEMENTARY GENERAL CONDITIONS 4. Personal Injury Liability - some as "3" above. D. The Work will be constructed under a single prime contract. DIVISION 3 CONCRETE THE SUPPLEMENTARY GENERAL CONDITIONS CONTAINED HEREIN MODIFY, 5. Comprehensive Automobile Liability including owned, non -owned and 03300 Cast -in -Place Concrete RESCIND, SUPPLEMENT AND TAKE PRECEDENCE OVER THE GENERAL hired autos. E. The Work will be conducted in phases for substantial completion and 03350 Light Weight Concrete Toppings CONDITIONS PREVIOUSLY MENTIONED, THOSE PORTIONS OF THE occupancy of each building as the work progresses. 03650 Gypsum Cementitious Underloyment (Interior Use Only} GENERAL CONDITIONS WHICH ARE NOT ALTERED BY THE SUPPLEMENTARY GENERAL CONDITIONS SHALL REMAIN IN EFFECT AS Bodily Injury $300,000 each person. 1. Phasing of the work on abuilding-by-building basis will include paving and PUBLISHED. Property Damage - $100,000 each occurrence. landscaping and relocation of construction barriers. See drawings for additional structural requirements. LOCAL CODES AND ORDINANCES: GENERAL CONTRACTOR TO Policy - $500,000. F. Contractor Use of Premises: During construction the Contractor shall have DIVISION 4 MASONRY RESEARCH LOCAL CODES AND ORDINANCES W-11CH PREVAIL OVER 6. Umbrella full use of premises, including use of the site. The Contractor's use of SPECIFICATIONS AND NOT INCREASE THE COST TO THE OWNER FOR premises is limited only by the Owner's right to occupy completed portions of NOT USED ANY NEGLIGENCE THEREOF. 11.2 OWNER'S LIABILITY INSURANCE: the work. DIVISION 5 METALS 3.7 PERMITS, FEES AND NOTICES DELETE Article 11.2.1 and SUBSTITUTE the following: I G. Partial Owner Occupancy: The Owner will occupy completed buildings prior 05500 Metal Fabrications " 3.7.1 Change ...Contractor shall secure and pay for the building 11.2.1 The Contractor shall purchase and maintain Owner's Protective to Final Completion. 05510 Metal Stairs, Handrails & Railings permits. ..n n to ...Contractor shall secure and Owner shall pay for Liability for the account of the owner with $1,000 deductible, and 1. Obtain a Certificate of Occupancy from building officials prior to Owner 05720 Ornamental Handrails & Railings the building permits..." shall list Owner and Architect as insured. Coverage shall be as occupancy. See drawings for additional structural requirements. follows: 2. Mechanical and electrical systems shall be operational and required 3.11.1 Contractor to provide copies of all correspondence, schedules, inspections and tests completed prior to Owner occupancy. Upon occupancy, PLASTICS DIVISION WOOD AND PLA reports, meeting minutes, etc., pertaining to the work to the Owner Bodily Injury - $1,000,000 combined single unit (each occurrence the Owner will operate and maintain systems serving occupied buildings. for in a time) manner as each event occurs. y a regate ). gg 9ate 3. The owner will be responsible for maintenance and custodial service 06100 Roughh Carpentry Property Damage - $500,000 each occurrence. occupied buildings and surrounding site areas released for occupancy 06192 Metal -Plate -Connected Wood Trusses CONTRACTOR (Article 3) Property Damage - $1,000,000 aggregate. 06200 Finish Carpentry H. Owner -furnished Products: The Owner furnishes all residential appliances, 06401 Exterior Architectural Woodwork 11.3 PROPERTY INSURANCE including refrigerator/freezers, ranges, microwave ovens, dishwashers, clothes 06402 Interior Architectural Woodwork 3.15 CLEANING UP washers, and clothes dryers, garbage disposals, carpet, and vinyl flooring. The See drawings for additional structural requirements. 3.15.3 ADD the following: In addition, the Contractor shall wash and ADD new sub -paragraph 11.3.1.5 as follows: Work includes providing support systems to receive Owner's equipment, and mechanical and electrical connections. DIVISION 7 THERMAL AND MOISTURE PROTECTION polish all glass, remove all stains, paint spots, fingerprints, soil and dirt from finished surfaces, clean and polish hardware and fixtures, 11.3.1.5 The Owner's Builder's Risk Policy specified in 11.3.1 covers Fire, Extended Coverage and Vandalism. The Contractor shall be 1. The Owner will arrange for and deliver shop drawings, product data, and 07110 Sheet Membrane Waterproofing and leave the building wash all unpainted concrete, masonry and tile, 9 responsible for any damage or loss not covered under the Owners samples to the Contractor. 07210 Building Insulation broom clean. policy to any and all materials, supplies or equipment after delivery 2. The Owner will arrange and pay for delivery according to the Contractor's 07243 Exterior Finish System 07270 Fire Stopping ADMINISTRATION OF THE CONTRACT (Article 4) to the site by the Contractor or his suppliers, whether paid for by Owner or not, whether prior to or after installation into the building Construction Schedule. 3. The Owner will inspect items delivered for damage. 07311 Roof Shingles structure. (Examples: theft, damage while handling). Contractor to 4. If items are damaged, defective, or missing, the Owner will arrange for 07551 APP-Modified Bituminous Membrane Roofing 07620 Sheet Metal Flashing and Trim 4.5 ARBITRATION be named as additional loss payee on Builders Risk Policy. replacement. 5. The Owner will arrange for field services and for the delivery of warranties to 07720 Roof Accessories 07901 Joint Sealants Delete in its entirety and substitute the following: ADD new sub -paragraph 11.3.1.E as follows: the Contractor. 6. The Contractor shall review shop drawings, product data, and samples and MEDIATION 11.3.1.6 The Contractor shall pay deductibles on the Owners Builders return them noting discrepancies or problems anticipated in using the product. Risk Policy specified in 11.3.1. 7. The Contractor is responsible for receiving, unloading, and handling DIVISION 6 DOORS AND WINDOWS D Prior to initiating any action or proceeding under this contract to Owner -furnished items at the site. 8. The Contractor is responsible for protecting items from damage, including 08111 Standard Steel Doors and Frames resolve disputes between the parties, the parties shall make a good INSURANCE AND BONDS: exposure to the elements. The Contractor shall repair or replace items 08211 Flush/Panel Wood Doors faith effort to resolve any such disputes through negotiation of all damaged as a result of his operations. 08263 SlidingWood Framed Glass Doors disputed issues between representatives who have ultimate power to p In addition, contractor is required to provide a hold harmless 08351 Folding Doors Windows resolve the issues at negotiation. Failing such negotiation, the agree to submit any and all claims, disputes or other matters agreement prior to start of construction. 10. Prime Contractor is responsible for installing and connecting those 08520 Aluminum 08710 Door Hardware parties in question between the party to this agreement which arise out of City All construction to be to all Federal, State, County, and Local Code, appliances requiring installation and MEP connections (dishwasher, disposal, electric range, etc.) 08800 Glazing 08830 Mirrored Glass or relate to this agreement to a mediator in or near, of Huntsville prior to either party instituting litigation. The parties will Statutes, laws and ordinances. 08970 Aluminum Screen Enclosures share the cost of the independent mediator. In the event the claim, dispute or other matter is not resolved through the issues and the SUBSTANTIAL COMPLETION: re 11. General Contractor responsible for setting appliances not requiring g specialized hook-ups (refrigerator). DIVISION 9 FINISHES prevailing party will be entitled to its attorneys fees and costs from the beginning of the investigation in preparation for the dispute All water, electrical power and insurance provided by General 12, Owner will provide all carpet and vinyl for the project. General Contractor installation. Flooring subcontractor to F 09255 Gypsum Board Assemblies resolution procedure provided for under this section. Location of Florida. Contractor to remain in effect up to the point of Substantial is responsible for coordination and all padding, tack strip, edge strips, and underloyment preparation. 09300 Tile such litigation to be on or near Orlando, Completion, including testing and start-up. provide 09666 Sheet Vinyl Floor Coverings 09680 Carpet CHANGES IN THE WORK EQUIPMENT: 1.2 PRODUCTS (Not Applicable) 09900 Painting 1.3 EXECUTION (Not Applicable) 09963 Elostomeric Coating 7.2 CHANGE ORDERS: Owner supplied residential equipment (i.e.; ceiling fans and garbage END OF SECTION 01010 DIVISION 10 SPECIALTIES disposal) to be installed by the Contractor, including clean up. SECTION 01027 - APPLICATIONS FOR PAYMENT 7,2.1.3 ADD: A reasonable allowance for overhead and profit as 1.1 GENERAL 10155 Toilet Compartments proposed on the Bid Form and approved by Owner. Cost increased 10522 Fire Extinguishers, Cabinets and Accessories for this purpose shall mean actual receipted costs and direct labor". A. Coordinate the Schedule of Values and Applications for Payment with the 10550 Postal Specialties 10800 Toilet and Bath Accessories AND COMPLETION (Article 9) Contractors Construction Schedule, Submittal Schedule, and List of PAYMENTS Subcontracts. DIVISION 11 EQUIPMENT B. Schedule of Values: Coordinate preparation of the Schedule of Values with 11452 Residential Appliances 9.2 SCHEDULES OF VALUES: preparation of the Contractor s Construction Schedule. DIVISION 12 FURNISHINGS 9.2.1 Between the first and second sentences, ADD the following: 1. Correlate line items in the Schedule of Values with other required (312372 Kitchen Casework 12511 Horizontal Louver Blinds Organize the Schedule of Values in accord with the Technical Specification Index, with certain minor sections grouped with other administrative schedules and forms, including: 12512 Vertical Louver Blinds related sections (such as PAINTING and CAULKING) for convenience; a. Contractors Construction Schedule. DIVISION 13 SPECIAL CONSTRUCTION combine the cost of permits, fees, premiums, bonds, job superintendent, job shack, utilities and other general expenses from b. Application for Payment forms, including Continuation Sheets. Not Used. Item 1 - GENERAL. Include the proportionate share of office c. List of subcontractors. d. List of products. overhead and profit with all other items. e. List of principal suppliers and fabricators. DIVISION 14 CONVEYING SYSTEMS 9.3 APPLICATIONS FOR PAYMENT: f. Schedule of submittals. Not Used. DIVISION 15 MECHANICAL 9.3.1 DELETE in its entirety and SUBSTITUTE the following: At least 2. Submit the Schedule of Values at the earliest possible date but no later than 7 days before the date scheduled for submittal of the initial Applications See drawings for HVAC and plumbing requirements. (10) days before each progress payment is to be submitted to the Owner, the Contractor shall submit to the Architect an itemized for Payment. DIVISION 16 ELECTRICAL application for payment based on the previously approved Schedule of Values, for 90% of the value of labor material incorporated into the C. Format and Content: Use the Project Manual table of contents as a guide to establish the format for the Schedule of Values. Provide at least one line See drawings for HVAC and plumbing requirements. work, and for materials suitably stored at the site, up to and item for each Specification Section. including the last day of the preceding month, less the total of all k monthly payments; provided the aggregate total of all monthly 1. Include the following Project identification: payments shall not exceed 90% of the Contract price. Application for payment shall be supported by data substantiating the a. Project name and location. Contractor's right to payment as the Owner or the Architect may b. Date of submittal. require. 2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: G a. Related Specification Section. b. Description of Work. c. Change Orders (numbers) that affect value. d. Dollar value. e. Percentage of Contract Sum to nearest one -hundredth percent, adjusted to total 100 percent. 3. Provide a breakdown of the Contract Sum in sufficient detail to facilitate evaluation of Applications for Payment. Break subcontract amounts down into several line items. Round amounts to nearest whole dollar; the total shall equal the Contract Sum. 4. Provide a separate line item for each part of the Work where Applications for Payment may include materials or equipment, purchased or fabricated and stored, but not yet installed. 5. Provide separate line items for initial cost of the materials, for each subsequent stage of completion, and for total installed value. 6. Show line items for indirect costs and margins on costs only when such items are listed individually in Applications for Payment. Each item in the Schedule of Values and Applications for Payment shall be complete. Include the total cost and proportionate share of general overhead and profit margin for each item. a. Temporary facilities and items that are not direct cost of work -in -place may be shown as separate line items or distributed as general overhead expense. 7. Update and resubmit the Schedule of Values when Change Orders or Construction Change Directives change the Contract Sum. D. Applications for Payment shall be consistent with previous applications and payments as certified by the Architect and paid for by the Owner. E. Payment -Application Times: Payment dates are indicated in the Agreement. The period covered by each application is the period indicated in the Agreement. F. Payment -Application Forms: Use AIA Document G702 and Continuation Sheets G703 as the form for Applications for Payment. G. Application Preparation: Complete every entry, including notarization and execution by a person authorized to sign on behalf of the Contract or. The Architect will return incomplete applications without action. 1. Entries shall match data on the Schedule of Values and the Contractor's Construction Schedule. Use updated schedules if revisions were made. 2. Include amounts of Change Orders and Construction Change Directives issued prior to the last day of the construction period covered by the application. H. Transmittal: Submit 3 executed original copies of each Application for Payment to the Architect within 24 hours. One copy shall be complete, including waivers of lien and similar attachments. 1. Transmit each copy with a transmittal listing attachments and recording appropriate information related to the application. I. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of the first Application for Payment include the following: 1. List of subcontractors. 2. List of principal suppliers and fabricators. 3. Schedule of Values. 4. Contractor's Construction Schedule (preliminary if not final). 5. Submittal Schedule (preliminary if not final). 6. List of Contractors staff assignments. 7. Copies of building permits. 8. Copies of licenses from governing authorities. 9. Certificates of insurance and insurance policies. 10. Performance and payment bonds. J. Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment. This application shall reflect Certificates of Partial Substantial Completion issued previously fo, Owner occupancy of designated portions of the Work. 1. Administrative actions and submittals that shall precede or coincide with this application include the following: a. Occupancy permits. b. Warranties and maintenance agreements. c. Test/adjust/balance records. d. Maintenan ce instructions. e. Meter readings. f. Changeover information related to Owner's occupancy. g. Final cleaning. h. Application for reduction of retainage and consent of surety. K. Final Payment Application: Administrative actions and submittals that must precede or coincide with submittal of the final Application for Payment include the following: 1. Completion of Project closeout requirements. 2. Transmittal of Project construction records to the Owner. 3. Certified property survey. 4. Proof that taxes, fees, and similar obligations were paid. 5. Removal of temporary facilities and services. 1.2 ALLOWANCES (Not Applicable) 1.3 PRODUCTS (Not Applicable) 1.4 EXECU110N (Not Applicable) END OF SECTION 01027 SECTION 01035 - MODIFICATION PROCEDURES 1.1 GENERAL A. Minor Ganges in the Work: The Architect will issue instructions authorizing minor changes in the Work on AIA Form G710. B. Owner -Initiated Change Order Proposal Requests: The Architect will issue a description of proposed changes in the Work that require adjustment to the Contract ,um or Time. The description may include supplemental or revised Drawings old Specifications. 1. Proposd requests are for information only. Do not consider them an instruction to stop work or to execute the proposed change. 2. Within 20 days of receipt, submit an estimate of cost necessary to execute the change for the Owner's review. a. Include on itemized list of products required and unit costs, with the total amount of purchases. b. Indicate taxes, delivery charges, equipment rental, and amounts of trade discounts. c. Indicate the effect the change will have on the Contract Time. C. Contrcctor-Initiated Proposals: 'linen unforeseen conditions require modifications, the Contractor may submit a request for a change to the Architect 1. Descrbe the proposed change. Indicate reasons for the change and the effect o' the change on the Contract Sum and Time. 2. Incluie an itemized list of products required and unit costs, with the total amount of purchases. 3. Indicate taxes, delivery charges, equipment rental, and amounts of trade discounts. _ o I D. Proposal Request Form: Use AIA Document G709. E. Construction Change Directive: When Owner and Contractor disagree on the terms of a Proposal Request, the Architect may issue a Construction Change Directive on AIA Form G714 instructing the Contractor to proceed with a change. 1. The Construction Change Directive contains a description of the change and designates the method to be followed to determine change in the Contract Sum or Time. F. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive. 1. After completing the change, submit an itemized account and supporting data to substantiate Contract adjustments. G. Change Order Procedures: Upon the Owner's approval of a Proposal Request, the Architect will issue a Change Order on AIA Form G701. 1.2 PRODUCTS (Not Applicable) 1.3 EXECUTION (Not Applicable) END OF SECTION 01035 SECTION 01040 - PROJECT COORDINATION 1.1 General A. This Section specifies requirements for project coordination including: 1. Coordination. 2. Administrative and supervisory personnel. 3. General installation provisions. 4. Cleaning and protection. B. Coordination: Coordinate activities included in various Sections to assure efficient and orderly installation of each component. Coordinate operations included under different Sections that are dependent on each other for proper installation and operation. 1. Where installation of one component depends on installation of other components before or after its own installation, schedule activities in the sequence required to obtain the best results. 2. Where space is limited, coordinate installation of different components to assure maximum accessibility for maintenance, service and repair. 3. Make provisions to accommodate items scheduled for later installation. C. Prepare memoranda for distribution to each party involved outlining required coordination procedures. Include required notices, reports, and attendance at meetings.. D. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other activities to avoid conflicts and ensure orderly progress. Such activities include: 1. Preparation of schedules. 2. Installation and removal of temporary facilities. 3. Delivery and processing of submittals. 4. Progress meetings. 5. Project closeout activities. E. Staff Names: Within 15 days of Notice to Proceed, submit a list of Contractor's staff assignments, including Superintendent and personnel at the site; identify individuals, their duties and responsibilities, addresses and telephone numbers. 1. Post copies in the Project meeting room, the field office, and at each temporary telephone. F. Inspection of Conditions: The Installer of each component shall inspect the substrate and conditions under which Work is performed. Do not proceed until unsatisfactory conditions have been corrected. G. Manufacturers Instructions: Comply with manufacturer's installation instructions and recommendations, to the extent that they are more stringent than requirements in Contract Documents. H. Inspect material immediately upon delivery and again prior to installation. Reject damaged and defective items. I. Provide attachment and connection devices and methods necessary for securing each construction element. Secure each construction element true to line and level. Allow for expansion and building movement. J. Visual Effects: Provide uniform joint widths in exposed Work. Arrange joints to obtain the best effect. Refer questionable choices to the Architect for decision. K. Recheck measurements and dimensions, before starting installation. L. Install each component during weather conditions and project status that will ensure the best results. Isolate each part from incompatible material as necessary to prevent deterioration. M. Coordinate temporary enclosures with inspections and tests, to minimize uncovering completed construction for that purpose. N. Mounting Heights: Where mounting heights are not indicated, install components at standard heights for the application indicated. Refer questionable decisions to the Architect. 0. Cleaning and Protection: During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. 1. Clean and maintain completed construction as often as necessary through the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. 2. Limiting Exposures: Supervise operations to ensure that no part of construction, completed or in progress, is subject to harmful or deleterious exposure. Such exposures include: a. Excessive weathering. b. Water. c. Chemicals or solvents. d. Heavy traffic, soiling, staining and corrosion. e. Rodent and insect infestation. I . Unusual wear or other misuse. g. Contact between incompatible materials. h. Theft or vandalism. END OF SECTION 01040 SECTION 01050 - FIELD ENGINEERING 1.1 General A. Summary. This Section specifies requirements for field engineering. B. Certificates: Submit a certificate signed by the Land Surveyor certifying that the location and elevation of improvements comply with Contract Documents. C. Final Property Survey. Submit 10 copies of the final property survey. D. Project Record Documents: Submit a record of Work performed and record survey data required under provisions of Sections "Submittals" and "Project Closeout". E. Surveyor: Engage a Land Surveyor registered in the State of Florida, to perform land surveying required. F. Examination: The Owner will identify existing control points and property line corner stakes. G. Verify layout information shown on the Drawings, in relation to the property survey and existing benchmarks before proceeding to layout the Work. Protect existing benchmarks and control points. Preserve permanent reference points during construction. 1. Do not change or relocate benchmarks or control points without prior written approval. Report lost or destroyed reference points, or requirements to relocate reference points because of necessary changes in grades or locations. 2. Promptly replace lost or destroyed project control points. Base replacements on the original survey control points. H. Establish and maintain a minimum of two permanent benchmarks on the site, referenced to data established by survey control points. 1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents. I. Existing utilities and equipment: The existence and location of underground utilities and construction indicated as existing are not guaranteed. Before beginning sitework, verify the existence and location of underground utilities and other construction. 1. Prior to construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer and water service piping. J. Performance: Working from lines and levels established by the property survey, establish benchmarks and markers to set lines and levels at each story of construction and where needed to properly locate each element. Calculate and measure required dimensions within indicated or recognized tolerances. Do not scale Drawings to determine dimensions. 1. Advise entities engaged in construction activities, of marked lines and levels provided for their use. 2. As construction proceeds, check every major element for line, level and plumb. K. Surveyor's Log: Maintain a surveyor's log of control and other surveys. Make this log available for reference. 1. Record deviations from required lines and levels. Advise the Architect when deviations that exceed indicated or recognized tolerances are detected. On record Drawings, record deviations that are accepted and not corrected. L. Site Improvements: Locate and lay out site improvements, including pavements, stakes for grading, fill and topsoil placement, utility slopes and invert elevations by instrumentation and similar appropriate means. M. Building Lines and Levels: Locate and lay out batter boards for structures, building foundations, column grids and locations, floor levels and control lines and levels required for mechanical and electrical Work. N. Existing Utilities: Furnish information necessary to adjust, move or relocate existing structures, utility poles, lines, services or other appurtenances located in, or affected by construction. Coordinate with local authorities having jurisdiction. 0. Final Property Survey. Before Final Completion, prepare a final property survey showing significant features for the Project. Include a certification, signed by the Surveyor, to the effect that metes, bounds, lines and levels of the Project are accurately positioned as shown on the survey. 1. Recording: At Final Completion, have the final survey recorded by or with local authorities as the official "property survey". END OF SECTION 01050 1 1.1 GENERAL Fit 14 I1! A. Definitions: Basic Contract definitions are included in the Conditions of the Contract. B. Indicated refers to graphic representations, notes, or schedules on the Drawings, paragraphs or Schedules in the Specifications, and similar requirements in the Contract Documents. Terms such as shown, noted, scheduled, and specified are used to help the reader locate the reference. Location is not limited. C. Approved, when used in conjunction with the Architect's action on submittals, applications, and requests, Engineer is limited to the Architect's duties and responsibilities as stated in the Conditions of the Contract. D. Regulations include laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work. E. Furnish means supply and deliver to the Project Site, ready for unloading, unpacking, assembly, installation, and similar operations. F. Install describes operations at the Project Site including unloading, unpacking, assembly, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. G. Provide means to furnish and install, complete and ready for the intended use. H. Installer is the Contractor or another entity engaged by the Contractor, either as an employee, subcontractor, or contractor of lower tier, to perform a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are en aged to perform. 4e, j r 1 g ID NOTES 3 D L 0 N 0 0 Y `8 C N 3 a 0 3 0 0 0 r P 0 0 E 0 Al 0 n C 0 V 0 a 0 T C N 3 0 , N 0 0 0 U U n s 0 T 0 I m N 0 a C V 0 Y a, 0 a 0 a 0 0 0 C 0 0 0 , 0 0 U - N 0 0 V c 0 U 0 12220® 2// Issue FOR PERMIT W . A 4 12/21/2000 AID SST 0 7) A 3 09/12/99 PRELIMINARY 51D 2 1 071/14/99 BID SET Rr--VIEW QI I 06/18/9s OWNER REVIEW Rev. No I Date Issue History H FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 0_5i0NEBR0K II "�at 5ANFONV � Date 06AM91 TY OF 6ANFORE), ,j 3659-40 CI GENER4Lre1[)- REEMENTS QUIRA5P-01 " 3 4 6 9 n Cl ,5- 0 0 CU cu Pq IJ i- ra LD 3 ry = Pq m 110 w I� w = 1 z z 0 I- V) ry w I- n 0 U w v 0 0 0 F G H 1. The term experienced, when used with the term Installer, means having a minimum of 5 previous projects similar in size and scope to this Project, being familiar with the special requirements indicated, and having complied with requirements of the outhodtles having jirisdiction. I. Project Site is the space available for performing construction activities, either exclusively or in conjunction, with others performing work as part of the Project. The extent of the Project Site is shown on the Drawings and may or may not be identical with the description of the land on which the Project is to be built. J. Testing Agency is an independent entity engaged to perform specific inspections or tests, either at the Project Site or elsewhere, and to report on and, if required, to interpret results of those inspections or tests. K. Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 16-Division format and MASTERFORMAT numbering system. 1. Abbreviated Language: Language used in Specifications is abbreviated. Implied words and meanings shall be interpreted as appropriate. Singular words shall be interpreted as plural and plural words interpreted as singular where applicable as the context of the Contract Documents indicates. 2. Imperative and streamlined language is used. Requirements expressed in the imperative mood are to be performed by the Contractor. At certain locations in the Text, subjective language is used for clarity to describe responsibilities that must be fulfilled indirectly by the Contractor, or by others when so noted. a. The words "shall be" are implied where a colon (:) is used within a sentence or phrase. L. Abbreviations and Names: Where acronyms or abbreviations are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards -generating organization, authorities having jurisdiction, or other entity applicable to the context of the text provision. Refer to the "Encyclopedia of Associations," published by Gale Research Co., available in most libraries. M. Permits, Licenses, and Certificates: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established in conjunction with compliance with standards and regulations bearing upon performance of the Work. 1.2 PRODUCTS (Not Applicable) 1.3 EXECUTION (Not Applicable) END OF SECTION 01095 SECTION 01200 - PROJECT MEETINGS 1.1 General A. Summary: This Section specifies requirements for Project meetings including: 1. Pre -Construction Conference. 2. Progress Meetings. B. Pre -construction Conference: Conduct a pre -construction conference after execution of the Agreement and prior to commencement of construction activities. Review responsibilities and personnel assignments. 1. Agenda: Discuss significant items that could affect progress, including the tentative construction schedule, critical sequencing, use of the premises, procedures for processing Change Orders and equipment deliveries. C. Progress Meetings: Conduct progress meetings at regular intervals. Notify the Owner and Architect of scheduled dates. Coordinate meeting dates with preparation of the payment request. 1. Agenda: Review significant items that could affect progress. Include topics appropriate to the current status of the Project. 2. Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. END OF SECTION 01200 SECTION 01300 - SUBMITTALS 1.1 General A. Summary. This Section specifies requirements for handling submittals. B. General Procedures: Coordinate submittal preparation with performance of construction activities, and with purchasing or fabrication, delivery, other submittals and related activities. Transmit in advance of performance of related activities to avoid delay. 1. Coordinate transmittal of different submittals for related elements so processing will not be delayed by the need to review concurrently for coordination. The Architect reserves the right to withhold action on a submittal requiring coordination until related submittals are received. 2. Processing: Allow two weeks for initial review. Allow more time if processing must be delayed for coordination with other submittals. The Architect will advise the Contractor when a submittal must be delayed for coordination. Allow two weeks for reprocessing each submittal. a. No extension of time will be authorized because of failure to transmit submittals sufficiently in advance of the Work to permit processing. 3. Submittal Preparation: Place a label or title block on each submittal for identification. Provide a 4" x 5" space on the label or beside the title block on Shop Drawings to record Contractor's review and approval markings and action taken. Include the following information on the label for processing and recording action taken. a. Project name. b. Date. c. Name and address of supplier. d. Name of manufacturer. 4. Submittal Transmittal: Package submittals appropriately for transmittal and handling. Transmit with a transmittal form. Submittals received from other than the Contractor will be returned without action. C. Contractor's Construction Schedule: Submit a fully developed, bar -chart type construction schedule, within 30 days of the date established for Commencement of the Work. Provide a separate bar for each construction activity and a vertical line to identify the first working day of each week. Use the breakdown of units of Work as indicated in the "Schedule of Values". 1. Within each time bar indicate estimated completion percentage in 10 percent increments. As Work progresses, place a contrasting mark in each bar to indicate Actual Completion. 2. Prepare the schedule on sheets of stable transparency, or other reproducible media, of sufficient width to show data for the entire construction period. 3. Secure commitments for performing critical construction operations from parties involved. Coordinate each activity with other activities and show in proper sequence; include minor elements involved in the construction sequence. Indicate sequences necessary for completion of related portions. 4. Coordinate the Construction Schedule with the Schedule of Values, list of subcontracts, Submittal Schedule, progress reports, payment requests and other schedules. 5. Indicate completion in advance of the date established for Substantial Completion, Indicate Substantial Completion on the Schedule to allow time for the Architect's procedures necessary for certification of Substantial Completion, 6. Area Separations: Provide a separate time bar to identify each construction area for each building. Indicate where each element must be sequenced with other activities. D. Submittal Schedule: Submit the Submittal Schedule within 10 days of the Construction Schedule. Coordinate the Schedule with the list of subcontracts, Schedule of Values and list of products as well as the Construction Schedule. 1. Prepare the Schedule in chronological order; include submittals required during the first 90 days of construction. Provide the following information: a. Scheduled date for the first submittal. b. Related Section number. c. Name of subcontractor. d. Description of the construction element covered. e. Scheduled date the Architect's final release or approval. E. Distribution of Schedules: Distribute copies of the Construction and Submittal Schedules to the Architect, Owner, subcontractors, and other parties required to comply with scheduled dates. Post copies in the temporary field office. When revisions are made, distribute to the some parties and post in the some locations, 1. Updating: Revise each Schedule after each meeting or activity, where revisions have been made. Issue the updated Schedules concurrently with report of each meeting. F. Shop Drawings: Submit new information, drawn to accurate scale. Indicate deviations from Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Include the following information: 1. Dimensions. 2. Identification of products and materials included. 3. Notation of coordination requirements. 4. Notation of dimensions established by field measurement. 5. Sheet Size: Except for templates, patterns and similar full- size Drawings, submit Shop Drawings on sheets at least 8-1/2" x 11" but no larger than 36" x 48". 6. Initial Submittal: Submit one correctable translucent print and two blue -line prints for review; the reproducible print will be returned. 7. Final Submittal: Submit 4 blue -line prints; if the Drawing is required for maintenance manuals submit 6 prints. 3 prints will be retained; the remainder will be returned. One of the prints returned shall be maintained as a "Record Document". 8. Do not use Shop Drawings without a final stamp indicating action taken in connection with construction. G. Product Data: Collect Product Data into a single submittal for each element or system. Mark each copy to show applicable choices and options. Where Product Data includes information on several products, some of which are not required, mark copies to indicate the applicable information. Include the following information: 1. Manufacturer's printed recommendations. 2. Compliance with recognized trade association standards. 3. Compliance with recognized testing agency standards. 4. Application of testing agency labels and seals. 5. Notation of dimensions verified by field measurement. 6. Notation of coordination requirements. 7. Preliminary Submittal: Submit 2 preliminary copies where selection of options is required. 8. Submittals: Submit 3 copies of each required submittal; submit 5 copies where required for maintenance manuals. The Architect will retain two, and will return the other marked with action taken and corrections or modifications required. a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal. 9. Distribution: Furnish copies of final submittal to installers, and others required for performance of construction activities. Show distribution on transmittal forms. Do not proceed with installation until an applicable copy of Product Data is in the installers possession. a. Do not permit use of unmarked copies of Product Data in connection with construction. H. Samples: Submit full-size Samples cured and finished as specified and identical to the product proposed. Mount, display, or package Samples to facilitate review. Prepare Samples to match the Architect's Sample. Include the following: 1. Generic description. 2. Source. 3. Product name or name of manufacturer. 4. Compliance with recognized standards. 5. Submit Samples for review of kind, color, pattern, and texture, for a final check of these characteristics, and a comparison of these characteristics between the final submittal and the component as delivered and installed. Where variations are inherent in the product, submit multiple units that show limits of the variations. a. Refer to other Sections for Samples that illustrate details of assembly, fabrication techniques, workmanship, connections, operation and similar characteristics. b. Refer to other Sections for Samples to be returned for incorporation in the Work. Such Samples must be undamaged at time of use. On the transmittal, indicate special requests regarding disposition of Sample submittals. 6. Preliminary submittals: Where Samples are for selection of characteristics from a range of choices, submit 2 full set of choices for the product. Preliminary submittals will be reviewed and returned indicating selection and other action. 7. Submittals: Except for Samples illustrating assembly details, workmanship, fabrication techniques, connections, operation and similar characteristics, submit 3 sets; one will be returned marked with the action taken. Maintain Sample sets at the Project site, for quality comparisons. a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal. b. Sample sets may be used to obtain final acceptance of the construction associated with each set. I. Distribution: Prepare additional sets for subcontractors, manufacturers, fabricators, installers, and others as required for performance. Show distribution on transmittal forms. J. Architect's Action: Except for submittals for record, information or similar purposes, where action and return is required, the Architect will review each submittal, mark to indicate action taken, and return. Compliance with specified characteristics is the Contractor's responsibility. 1. Action Stamp: The Architect will stamp each submittal with a self-explanatory action stamp. The stamp will be appropriately marked to indicate action taken. END OF SECTION 01300 SECTION 01400 - QUALITY CONTROL SERVICES 1.1 General A. This Section specifies requirements for quality control services. Quality control services include inspections and tests performed by independent agencies, governing authorities, as well as the Contractor. B. Contractor Responsibilities: Provide inspections and tests specified or required by governing authorities, except where they are the Owner's responsibility, or are provided by another entity, services include those specified to be performed by an independent agency not by the Contractor. Costs are included in the Contract. 1. Employ and pay an independent agency, to perform quality control services. 2. The Owner will engage and pay for services of an independent agency to perform inspections and tests specified as the Owners responsibility. a. Where the Owner has engaged an agency for testing and inspection part of the Work, and the Contractor is also required to engage on entity for the same element, the Contractor shall not employ the entity engaged by the Owner, unless otherwise agreed in writing with the Owner. 3. Retesting: The Contractor is responsible for retesting where results prove unsatisfactory and do not indicate compliance with Contract Documents, regardless of whether the original test was the Contractor's responsibility. a. Cost of retesting construction revised or replaced by the Contractor is the Contractor's responsibility, where required tests were performed on original construction. 4. Associated Services: The Contractor shall cooperate with agencies performing inspections or tests and provide auxiliary services as requested. Notify the agency in advance of operations to permit assignment of personnel, Auxiliary services include but are not limited to: a. Provide access to the Work and furnish incidental labor and facilities necessary to facilitate inspections and tests. b. Take representative samples of materials that require testing or assist the agency in taking samples. c. Provide facilities for storage and curing of samples, and deliver samples to testing laboratories, d. Provide a preliminary design mix proposed for use for material mixes that require control by the testing agency. e. Provide security and protection of samples and test equipment at the Project site. C. Duties of the Testing Agency: The agency engaged to perform inspections, and testing of materials and construction shall cooperate with the Architect and Contractor in performance of its duties, and provide qualified personnel to perform inspections and tests. 1. The agency shall notify the Architect and Contractor promptly of deficiencies observed during performance of its services. 2. The agency is not authorized to release, revoke, alter or enlarge requirements of the Contract Documents, or approve or accept any portion of the Work. D. Coordination: The Contractor and each agency engaged to perform inspections and tests shall coordinate the sequence of activities to accommodate services with a minimum of delay. The Contractor and each agency shall coordinate activities to avoid removing and replacing construction to accommodate inspections and tests. 1. The Contractor is responsible for scheduling inspections, tests, taking samples and similar activities. E. Submittals: The testing agency shall submit a certified written report of each inspection and test to the Architect, in duplicate, unless the Contractor is responsible for the service. If the Contractor is responsible, submit a certified written report of each inspection and test through the Contractor, in duplicate. 1. Submit additional copies of each report to the governing authority, when the authority so directs. 2. Report Data: Written reports of each inspection or test shall include, but not be limited to: a. Date of issue. b. Project title. c. Name, address and telephone number of testing agency. d. Dates and locations of samples and tests or inspections. e. Names of individuals making the inspection or test. f. Designation of the Work and test method. g. Identification of product and Specification Section. h. Complete inspection or test data. i. Test results and on interpretations of test results. j. Ambient conditions at the time of sample -taking and testing. k. Comments or professional opinion as to whether inspected or tested Work complies with Contract Document requirements. I. Name and signature of laboratory inspector. m. Recommendations on retesting. F. Qualification for Service Agencies: Engage inspection and testing agencies which are prequalified as complying with "Recommended Requirements for Independent Laboratory Qualification" by the American Council of Independent Laboratories, and specialize in the types of inspections and tests to be performed. 1. Each inspection and testing agency engaged shall be authorized to operate in the State in which the Project is located. G. Repair and Protection: Upon completion of inspection and testing repair damaged construction and restore substrates and finishes to eliminate deficiencies. Comply with requirements for "Cutting and Patching." H. Protect construction exposed by or for quality control service activities, and protect repaired construction. I. The Contractor is responsible for repair and protection regardless of the assignment of responsibility for inspection and testing. END OF SECTION 01400 SECTION 01500 - TEMPORARY FACILITIES 1.1 General A. Summary. This Section specifies temporary services and facilities, including utilities, construction and support facilities, security and protection. Provide facilities ready for use. Maintain, expand and modify as needed. Remove when no longer needed, or replaced by permanent facilities. B. Use Charges: Cost or use charges for temporary facilities are not chargeable to the Owner or Architect, and will not be accepted as a basis of claims for a Change Order. C. Submittals: Submit reports of tests, inspections, meter readings and similar procedures performed on temporary utilities. Submit a schedule showing implementation and termination of each temporary utility within 15 days of commencement of the Work. D. Regulations: Comply with applicable laws and regulations. E. Standards: Comply with NFPA Code 241, "Building Construction and Demolition Operations", ANSI-A10 Series standards for "Safety Requirements for Construction and Demolition", and NECA Electrical Design Library "Temporary Electrical Facilities." 1. Refer to "Guidelines for Bid Conditions for Temporary Job Utilities and Services", prepared by AGC and ASC. 2. Electrical Service: Comply with NEMA, NECA and UL standards and regulations for temporary electric service. Install service in compliance with National Electric Code (NFPA 70). F. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits. G. Conditions of Use: Keep facilities clean and neat. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload, or permit facilities to interfere with progress. Do not allow hazardous, dangerous or unsanitary conditions, or public nuisances to develop or persist on the site. H. Materials and Equipment: Provide materials and equipment suitable for the use intended. 1. Tarpaulins: Waterproof, fire-resistant, UL labeled tarpaulins with flame -spread rating of 15 or less. For temporary enclosures provide translucent nylon reinforced laminated polyethylene or polyvinyl chloride fire retardant tarpaulins. 2. Open -Mesh Fencing: 11-gage, galvanized 2-inch, chain link fabric fencing 6-feet high with galvanized barbed wire top strand and galvanized steel pipe posts, 1-1/2" I.D. for line posts and 2-1/2" I.D. for corner posts to be moved according to building phases and leasing schedule. I. Temporary Utility Installation: Engage the local utility company to install temporary service. Provide adequate capacity at each stage of construction. Prior to temporary utility availability, provide trucked -in services. 1. Water Service: Install water service and distribution piping of sizes and pressures adequate for construction. Sterilize water piping prior to use. Provide 3/4" heavy-duty, rubber hoses 100 ft. long with shut-off nozzle at each outlet. 2. Electric Power Service: Provide weatherproof, grounded electric power service and distribution system of sufficient size, capacity, and power characteristics. Include meters, transformers, overload protected disconnects, automatic ground- fault interrupters and main distribution switch gear. a. Power Distribution System: Install wiring overhead, and rise vertically where least exposed to damage. b. Electrical Outlets: Provide properly configured NEMA polarized outlets. Provide outlets equipped with ground -fault circuit interrupters, reset button and pilot light, for connection of power tools and equipment. c. Electrical Power Cords: Provide grounded extension cords; use "hard -service" cords where exposed to traffic. 3. Lighting: Provide temporary lighting with local switching to fulfill security requirements and provide illumination for construction operations and traffic conditions. a. Lamps and Light Fixtures: Provide general service incandescent lamps. Provide guard cages or tempered glass enclosures, where exposed to breakage. Provide exterior fixtures where exposed to moisture. 4. Telephones: Provide temporary telephone service for personnel engaged in construction. At each telephone, post a list of important telephone numbers. 5. Sewers and Drainage: If sewers are available, provide temporary connections to remove effluent, If sewers are not available or cannot be used, provide drainage ditches, dry wells, stabilization ponds or similar facilities. a. Filter out construction debris and other contaminants that might clog sewers or pollute waterways before discharge. b. Connect temporary sewers to the municipal system as directed by sewer department officials. p Maintain sewers and drainage facilities in a sanitary condition. Following heavy use, restore normal conditions promptly. c. Provide earthen embankments and similar barriers in and around excavations and subgrade construction to prevent flooding by runoff of storm water from heavy rains. J. Temporary Construction and Support Facilities Installation: Locate for easy access. Maintain facilities until Final Completion. Remove prior to Substantial Completion. 1, Field Offices: Provide insulated, weathertight offices of size to accommodate personnel including separate office with desk, chair, phone, A/C for Owner and Architect Representative. Provide heated and air-conditioned, prefabricated units or similar construction, on adequate foundations, with lockable entrances, operable windows and serviceable finishes. Keep clean and orderly for use for small progress meetings. 2. Paving: Construct uct temporary paving for ro ads, storage areas and parking where permanent facilities will be located. Coordinate with subgrade grading, compaction, installation and stabilization of subbase, and installation of base and finish courses of permanent paving. a. Delay installation of the final course of paving until Substantial Completion. Coordinate with weather conditions to avoid unsatisfactory results. b. Extend temporary paving in and around the construction area to accommodate delivery and storage of materials, equipment usage, administration and supervision. 3. Sanitary facilities include temporary toilets, wash facilities and drinking water fixtures. Comply with regulations and health codes for the type, number, location, operation and maintenance of fixtures. Install where facilities will best serve the Project. Provide toilet tissue, paper towels, paper cups and similar disposable materials for each facility. Provide covered waste containers for used material. 4. Toilets: Install self-contained single -occupant toilet units of the chemical, aerated recirculation, or combustion type, properly vented and fully enclosed with a glass fiber reinforced polyester shell or similar nonabsorbent material. Use of pit -type privies will not be permitted. 5. Temporary Enclosures: Provide temporary enclosure for protection of construction from exposure, foul weather, other construction operations and similar activities. Coordinate enclosure with ventilating and material drying or curing requirements to avoid dangerous conditions. a. Install tarpaulins securely, with incombustible framing. Close openings through floor or roof decks and horizontal surfaces with load -bearing construction. 6. Project Identification and Temporary Signs: Prepare project identification signs on grade B-B High Density Overlay Plywood; install where indicated. Support on framing of preservative treated wood or steel. Engage an experienced sign painter to apply graphics. a. Prepare signs to provide directional information to construction personnel and visitors. 7. Temporary Exterior Lighting: Install exterior yard and sign lights so that signs are visible when Work is being performed. 8. Collection and Disposal of Waste: Collect waste daily. Comply with NFPA 241 for removal of combustible waste. Enforce requirements strictly. Handle hazardous, dangerous, or unsanitary waste materials separately from other waste by containerizing properly. Dispose in a lawful manner. 9. Rodent and Pest Control: Retain an exterminator or pest control company to perform extermination and control procedures so the project will be free of pests at Substantial Completion. Perform operations in a lawful manner using environmentally safe materials. 10. Stairs: Provide temporary stairs where ladders are not adequate. K. Security and Protection Facilities Installation: Except for use of permanent fire protection as soon as available, do not change from use of temporary security and protection facilities to permanent facilities until Substantial Completion. 1. Fire Protection: Until fire protection is supplied by permanent facilities, install and maintain temporary fire protection of types needed to protect against predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers," and NFPA 241 "Standard for Safeguarding Construction, Alterations and Demolition Operations." 2. Fire Extinguishers: Provide hand -carried, portable UL-rated, class "A" fire extinguishers for temporary offices and similar spaces. In other locations provide hand -carried, portable, UL-rated, class "ABC" dry chemical extinguishers. Locate fire extinguishers where effective for the intended purpose, but not less than one on each floor near each usable stairwell. a. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways and other access routes for fighting fires. Prohibit smoking in hazardous fire exposure areas. b. Store combustible materials in containers in fire -safe locations. c. Provide supervision of welding operations, combustion type temporary heating units, and sources of fire ignition. 3. Permanent Fire Protection: At the earliest date complete installation of the permanent fire protection facility, including connected services, and place into operation. Instruct key personnel on use of facilities. 4. Barricades, Warning Signs and Lights: Comply with standards and code requirements for erection of barricades. Paint appropriate warning signs to inform personnel and the public of the hazard being protected against. Where needed provide lighting, including flashing lights. 5. Enclosure Fence: When excavation begins, install an enclosure fence with lockable entrance gates where indicated, or enclose the entire site or the portion sufficient to accommodate operations. a. Provide open -mesh, chain -link fencing with posts set in a compacted mixture of gravel and earth. 6. Environmental Protection: Operate temporary facilities and conduct construction by methods that comply with environmental regulations, and minimize the possibility that air, waterways and subsoil might be contaminated or polluted. Avoid use of tools and equipment which produce harmful noise. Restrict use of noise making tools and equipment to hours that will minimize complaints. L. Operation: Enforce strict discipline in use of temporary facilities. Limit availability to intended use to minimize abuse. Maintain facilities in good operating condition until removal. Protect from damage by freezing temperatures and the elements. 1. Maintain operation of enclosures, heating, cooling, humidity control, ventilation and similar facilities on a 24-hour day basis to achieve indicated results and to avoid damage. 2. Prevent piping from freezing. Maintain markers for underground lines, Protect from damage during excavation operations. M. Termination and Removal: Remove each facility when the need has ended, or replaced by a permanent facility, or no later than Substantial Completion. Complete or restore construction delayed because of interference with the facility. Repair damaged Work, clean exposed surfaces and replace construction that cannot be satisfactorily repaired. 1. Temporary facilities are property of the Contractor. 2. Remove paving that is not acceptable for integration into permanent paving. Where the area is intended for landscape development, remove soil and fill that does not comply with requirements. Remove materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair growth of plant materials. Repair or replace street paving, curbs and sidewalks at the temporary entrances. 3. At Substantial Completion, renovate permanent facilities used during the construction period, including but not limited to: a. Replace air filters and clean inside of ductwork and housings. b. Replace worn parts and parts subject to unusual operating conditions. c. Replace burned out lamps. END OF SECTION 01500 SECTION 01600 - MATERIALS AND EQUIPMENT 1.1 General A. "Products" are items purchased for incorporation in the Work, whether purchased for the Project or taken from previously purchased stock. 1. "Named Products" are items identified by manufacturer's product name, including make or model designation indicated in the manufacturers product literature. B. "Materials" are products that are shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to form a part of the Work. C. "Equipment" is a product with operational parts, whether motorized or manually operated, that requires service connections such as wiring or piping. D. Product List Schedule: A list of products required is included at the end of this Section. Prepare a schedule in tabular form showing each product. Include manufacturers name and proprietary product names for each item. Coordinate the product schedule with the Contractor's Construction Schedule and Schedule of Submittals. 1. Within 60 days of commencement of Work, submit 3 copies of the completed product list schedule. Provide an explanation for omissions, and variations from Contract requirements. 2. The Architect will respond within 2 weeks of receipt of the Schedule. No response in this time constitutes no objection to products or manufacturers, but does not waive the requirement that products comply with Contract Documents. The Architect's response will include a list of unacceptable products. E. Source Limitations: To the fullest extent possible, provide products of the some kind, from a single source. 1. When the Contractor has the option of selecting between two or more products, the product selected shall be compatible with products previously selected. F. Descriptive Specification Requirements: Where Specifications describe a product, listing characteristics required, with or without use of a brand name, provide a product that provides the characteristics and otherwise complies with requirements. 1. Performance Specification Requirements: Where Specifications require compliance with performance requirements, provide products that comply and are recommended for the application. Manufacturer's recommendations may be contained in product literature, or by certification of performance. 2. Compliance with Standards: Where Specifications require compliance with a standard, select a product that complies with the standard specified. 3. Visual Selection: Where requirements include the phrase "...as selected from manufacturer's standard colors, patterns, textures..." or a similar phrase, select a product that complies with other requirements. The Architect will select color, pattern and texture from the product line selected. G. Installation of Products: Comply with manufacturers instructions and recommendations for installation of products. Anchor each product securely in place, accurately located and aligned with other Work. Clean exposed surfaces and protect to ensure freedom from damage and deterioration at time of Substantial Completion. END OF SECTION 01600 SECTION 01631 - PRODUCT SUBSTITUTIONS 1.1 General A. Substitutions: Requests for changes in products, materials, equipment, and methods of construction required by Contract Documents proposed by the Contractor after award of the Contract are considered requests for "substitutions." The following are not considered substitutions: 1. Substitutions requested during the bidding period, and accepted prior to award of Contract. See bidding instructions. 2. Revisions to Contract Documents requested by the Owner or Architect. 3. Specified options of products and construction methods included in Contract Documents. 4. Compliance with governing regulations and orders issued by governing authorities. B. Submittal: Requests for substitution will be considered if received within 60 days after commencement of the Work. Requests received more than 60 days after commencement of the Work may be considered or rejected at the discretion of the Architect. 1. Submit 3 copies of each request for substitution in the form and in accordance with procedures for Change Order proposals. 2. Identify the product, or installation method to be replaced in each request. Include related Specification Section and Drawing numbers. Document compliance with requirements for substitutions, and the following information, as appropriate: a. Product Data, including Drawings and descriptions of products, fabrication and installation procedures. b. Samples, where applicable or requested. c. A comparison of significant qualities of the proposed substitution with those specified. d. A list of changes or modifications needed to other parts of the Work and to construction performed by the Owner and separate Contractors, that will be necessary to accommodate the proposed substitution. e. A statement indicating the substitution's effect on the Construction Schedule compared to the Schedule without approval of the substitution. Indicate the effect of the proposed substitution on overall Contract Time. f. Cost information, including a proposal of the net change, if any in the Contract Sum. g. Certification that the substitution is equal -to or better in every respect to that required by Contract Documents, and that it will perform adequately in application indicated. Include Contractor's waiver of rights to additional payment or time, that may be necessary because of the substitution's failure to perform adequately. 3. Architect's Action: Within one week of receipt of the request for substitution, the Architect will request additional information necessary for evaluation. Within 2 weeks of receipt of the request, or one week of receipt of additional information, which ever is later, the Architect will notify the Contractor of acceptance or rejection. If a decision on use of a substitute cannot be made within the time allocated, use the product specified. Acceptance will be in the form of a Change Order. C. Substitutions: The Contractor's substitution request will be received and considered by the Architect when one or more of the following conditions are satisfied, as determined by the Architect; otherwise requests will be returned without action except to record noncompliance with these requirements. 1. Extensive revisions to Contract Documents are not required. 2. Proposed changes are in keeping with the general intent of Contract Documents. 3. The request is timely, fully documented and properly submitted. 4. The request is directly related to an "or equal" clause or similar language in the Contract Documents. 5. The specified product or method of construction cannot be provided within the Contract Time. The request will not be considered if the product or method cannot be provided as a result of failure to pursue the Work promptly or coordinate activities properly. 6. The specified product or method of construction cannot receive necessary approval by a governing authority, and the requested substitution can be approved. 7. A substantial advantage is offered the Owner, in terms of cost, time, energy conservation or other considerations of merit, after deducting offsetting responsibilities the Owner may be required to bear. Additional responsibilities for the Owner may include additional compensation to the Architect for redesign and evaluation services, increased cost of other construction by the Owner or separate contractors, and similar considerations. 8. The specified product or method of construction cannot be provided in a manner that is compatible with other materials, and where the Contractor certifies that the substitution will overcome the incompatibility. 9. The specified product or method of construction cannot be coordinated with other materials, and where the Contractor certifies that the proposed substitution can be coordinated. 10. The specified product or method of construction cannot provide a warranty required by the Contract Documents and where the Contractor certifies that the proposed substitution provide the required warranty. D. The Contractors submittal and Architect's acceptance of Shop Drawings, Product Data or Samples that relate to construction activities not complying with the Contract Documents does not constitute an acceptable or valid request for substitution, nor does it constitute approval. END OF SECTION 01631 l( ye, I Fil W. G IFFJ E F G H NOTES 0 ia Y 0 0 3 0 0 y E 0 N 6 0 v° 0 ;_ .0 a 0 3 0 0 U a V s 0 0 `v 0 0 Ne :u 0 T t 2 o 0 0 2 E 0 `v Z 0 __ U V) U W U A T U or A 1222/200 4 12/21/2000 BID SET m CD 3 08/12/99 `` PRELIMINARY BID A 2 01/14/91a BID SET REVIEW A 1 06/16/99 OWNER REVIEW Rev. No I Date Issue History 0 FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, fl. 32789 (407) 629-0595 5T0NE5NVVN I I D at SAND �� Apr, .5 " Date O(OA 99 CITY OF 5ANFORD, FLORIDA Prat, 36�9-40 lam 2 3 M A i 0 o FILE,PLOT SCALE- 12"=V-13" LAST PLOT, 2 3 4 9 w cv L�J 0 0 cu w Li u Q 3 3 CZ Q Cx1 m Ln M w w 0 L� z H z 0 CZ w 5- a U w U Q J Cl- C F J SECTION 01700 - PROJECT CLOSEOUT 1.1 General A. Substantial Completion: Before requesting inspection for certification of Substantial Completion, complete the following: 1. In the Application for Payment that coincides with the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed substantially complete. 2. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications and similar documents. 3. Submit record drawings, maintenance manuals, final project photographs, damage or settlement survey, property survey, and similar record information. 4. Change -over permanent locks and transmit keys to the Owner. 5. Complete start-up testing of systems, and instruction of the Owner's personnel. Remove temporary facilities from the site, along with construction tools, mock-ups, and similar elements. 6. Complete final clean up. Touch-up and repair and restore marred ,exposed finishes. B. Inspection Procedures: On receipt of a request for inspection, the Architect will proceed or advise the Contractor of unfilled requirements. The Architect will prepare the Certificate of Substantial Completion following inspection, or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. 1. The Architect will repeat inspection when requested and assured that the Work has been substantially completed. 2. Results of the completed inspection will form the basis of requirements for final acceptance. C. Final Acceptance: Before requesting inspection for certification of final acceptance and final payment, complete the following: 1. Submit final payment request with releases. 2. Submit a final statement, accounting for changes to the Contract Sum. 3. Submit a copy of the final inspection list stating that each item has been completed or otherwise resolved for acceptance. 4. Submit final meter readings for utilities, a record of stored fuel, and similar data as of Substantial Completion. 5. Submit consent of surety to final payment, 6. Submit evidence of continuing insurance coverage complying with insurance requirements. D. Reinspection Procedure: The Architect will reinspect the Work upon receipt of notice that the Work has been completed, except items whose completion has been delayed because of circumstances acceptable to the Architect. 1. Upon completion of reinspection, the Architect will prepare a certificate of final acceptance, or advise the Contractor of work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance. 2. If necessary, reinspection will be repeated. E. Record Document Submittals: Do not use Record Documents for construction purposes; protect from loss in a secure location; provide access to Record Documents for the Architect's reference. F. Record Drawings: Maintain a clean, undamaged set of blue or black line white -prints of Contract Drawings and Shop Drawings. Mark-up these drawings to show the actual installation. Mark whichever drawing is most capable of showing conditions accurately. Give particular attention to concealed elements that would be difficult to measure and record at a later date. 1. Organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates and other identification on the cover. G. Record Specifications: Maintain one copy of the Project Manual, including addenda. Mark to show variations in actual Work performed in comparison with the Specifications and modifications. Give particular attention to substitutions, selection of options and similar information on elements that are concealed or cannot be readily discerned later by direct observation. Note related record drawing information and Product Data. 1. Upon completion of the Work, submit record Specifications to the Architect for the Owner's records. H. Maintenance Manuals: Organize maintenance data into sets of manageable size. Bind in individual heavy-duty 2-inch, 3-ring vinyl -covered binders, with pocket folders for folded sheet information. Mark identification on front and spine of each binder. I. Final Cleaning: Employ experienced workers for final cleaning. Clean each surface to the condition expected in a commercial building cleaning and maintenance program. Complete the following before requesting inspection for certification of Substantial Completion: 1. Remove labels that are not permanent labels. 2. Clean transparent materials. Remove glazing compound. Replace chipped or broken glass. 3. Clean exposed hard -surfaced finishes to a dust -free condition, free of stains, films and similar foreign substances. Restore reflective surfaces to their original reflective condition. Leave concrete floors broom clean. Vacuum carpeted surfaces. 4. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps. 5. Clean the site of rubbish, litter and other foreign substances. Sweep paved areas; remove stains, spills and other foreign deposits. Rake grounds that are neither paved nor planted, to a smooth even -textured surface. J. Pest Control: Engage an experienced exterminator to make a final inspection, and rid the Project of rodents, insects and other pests. K. Removal of Protection: Remove temporary protection and facilities. L. Compliance: Comply with regulations of authorities having jurisdiction and safety standards for cleaning. Remove waste materials from the site and dispose of in a lawful manner. END OF SECTION 01700 2 SECTION 01740 - WARRANTIES AND BONDS 1.1 General A. Standard Product Warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Owner. B. Special Warranties are written warranties required by or incorporated in Contract Documents, to extend time limits provided by standard warranties or to provide greater rights for the Owner. 1. Refer to the General Conditions for terms of the Contractor's special warranty of workmanship and materials. C. Requirements for warranties for products and installations that ore specified to be warranted, are included in the individual Sections of Divisions-2 through -16. D. Disclaimers and Limitations: Manufacturers disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products, nor does it relieve suppliers, manufacturers, and Subcontractors required to countersign special warranties with the Contractor. E. Related Damages and Losses: When correcting warranted Work that has failed, remove and replace other Work that has been damaged as a result of such failure or that must be removed and replaced to provide access for correction of warranted Work. F. Reinstatement of Warranty. When Work covered by a warranty has failed and been corrected, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. G. Replacement Cost: On determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through part of its useful service life. H. Owners Recourse: Written warranties made to the Owner are in addition to implied warranties, and shall not limit duties, obligations, rights and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations on time in which the Owner can enforce such other duties, obligations, rights, or remedies. 1. Rejection of Warranties: The Owner reserves the right to reject warranties and limit selections to products with warranties not in conflict with requirements of the Contract Documents. 2. The Owner reserves the right to refuse to accept Work where a special warranty, or similar commitment is required, until evidence is presented that entities required to countersign commitments are willing to do so. I. Submit written warranties to the Architect prior to the date certified for Substantial Completion. If the Architect's Certificate of Substantial Completion designates a commencement date for warranties other than the date of Substantial Completion, submit written warranties on the Architect's request. 1. When a designated portion of the Work is completed and occupied or used, by separate agreement with the Contractor during the construction period, submit properly executed warranties to the Architect within fifteen days of completion of that designated portion of the Work. J. When a special warranty is to be executed by the Contractor, or the Contractor and a subcontractor, supplier or manufacturer, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the Owner through the Architect for approval prior to final execution. Note: Waterproofing details to provide a 5 year warranty. K. Bind warranties and bonds in heavy-duty, commercial quality, durable 3-ring vinyl covered loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2" by 11" paper. 1. Provide heavy paper dividers with celluloid covered tabs for each warranty. Mark the tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product, and the name, address and telephone number of the installer. 2. Identify each binder on the front and the spine with the typed or printed title "WARRANTIES AND BONDS, the Project title or name, and the name of the Contractor. 3, When operating and maintenance manuals are required for warranted construction, provide additional copies of each warranty, as necessary, for inclusion in each required manual. END OF SECTION 01740 3 SECTION 02282 - TERMITE CONTROL 1.1 GENERAL A. Summary. This Section specifies soil treatment for termite control. B. Product Data: Submit manufacturers technical data and application instructions. C. Quality Assurance: In addition to requirements of these specifications, comply with manufacturers instructions and recommendations for Work, including preparing substrate and application rates. D. Engage a licensed professional pest control operator to apply soil treatment solution. E. Use only termiticides that bear a federal registration number of the U.S. Environmental Protection Agency (EPA). F. Restrictions: Do not apply soil treatment solution until excavating, filling, and grading operations are completed, except as otherwise required in construction operations. 1. To ensure penetration, do not apply soil treatment to excessively wet soils or during inclement weather, Comply with handling and application instructions of soil toxicant manufacturer. 2. Warranty. Furnish written warranty certifying that applied soil termiticide treatment will prevent infestation of subterranean termites and, that if subterranean termit activity is discovered during warranty period, Contractor will re -treat soil and repair or replace damage caused by termite infestation. Provide warranty for a period of 1 year from date of treatment, signed by Applicator and Controcotrs with 4 annual renewals paid by General Contractor. 1.2 PRODUCTS A. Soil Treatment Solution: Use an emulsible, concentrated termiticide that dilutes with water, specially formulated to prevent termite infestation. Provide a working solution of one of following chemical elements in concentrations recommended by termiticide manufacturer. 1. Chloropyrifos: a. Dursban TC, Dow Chemical Co. 2. Permothrin: a. Dragnet FT, FMC Corp. b. Torpedo, ICI Americas, Inc. B. Other solutions may be used as recommended by Applicator if approved for intended application by local governing authorities. Use only soil treatment solutions that are not harmful to plants. 1.3 EXECUTION A. Surface Preparation: Remove foreign matter that could decrease treatment effectiveness on areas to be treated. Loosen, rake, and level soil to be treated, except previously compacted areas under slabs and foundations. Termiticide may be applied before placing compacted fill under slabs, if recommended by manufacturer. B. Application Rates: Apply soil treatment solution at rates and concentrations recommended by soil termiticide manufacturer. C. Post signs in areas of application warning workers that soil termiticide treatment has been applied. Remove signs when areas are covered by other construction. D. Reapply soil termiticide treatment solution to areas disturbed by subsequent excavation or other construction activities following application. END OF SECTION 02282 SECTION 03300 - CAST -IN -PUCE CONCRETE 1.1 GENERAL A. Submittals: Submit the following: 1. Laboratory test reports or evaluation reports for concrete materials and concrete mix designs. 2. Written report to Architect for each proposed concrete mix at least 15 days prior to start of concreting. Do not begin concrete production until mixes have been reviewed by Architect. B. Quality Assurance: Comply with provisions of standards specified in structural drawing notes. 1. Concrete Testing Service: Engage a testing agency acceptable to Structural Engineer to perform materials evaluation testing and to design concrete mixes. a. Materials certificates signed by concrete producer and Contractor may be submitted in lieu of materials laboratory testing when acceptable to Structural Engineer. 1.2 PRODUCTS A. Form Materials: Furnish form materials with sufficient stability to withstand pressure of placed concrete without bow or deflection. 1. Forms for Exposed Concrete Surfaces: Suitable panel -type material to provide continuous, straight, smooth, exposed surfaces. B. Reinforcing Materials: As specified in structural drawing notes: C. Concrete Materials: As specified in structural drawing notes: 1. Sidewalks: 2500 psi. D. Admixtures: Provide admixtures that contain not more than 0.1 percent chloride ions. 1. Air -Entraining Admixture: ASTM C 260. 2. Water -Reducing, Retarding, and Accelerating Chemical Admixtures: ASTM C 494. rJ" E. Related Materials: As follows: 1. Waterstops: Flat dumbbell or centerbulb type, size to suit joints, of either rubber (CRD C 513) or PVC (CRD C 572), 2. Moisture Barrier - clear 6 mil thick; polyethylene barrier. 3. Membrane -Forming Curing Compound: ASTM C 309, Type I. Moisture loss not more than 0.55 kg/sq. meter when applied at 200 sq. ft./gal. Water soluable as manufactured by the Burke Manufacturing Co. 4. Evaporation Control: Monomolecular film -forming compound applied to exposed concrete slab surfaces for temporary protection from rapid moisture loss. F. Mix Proportions and Design: Proportion mixes complying with mix design procedures specified in ACI 301. 1. Design mixes to provide normal weight concrete with the properties specified in structural drawing notes: 2. Slump Limits: Proportion and design mixes to result in concrete slump at point of placement as specified in structural drawing notes: 3. Adjust mix designs when material characteristics, job conditions, weather, test results, or other circumstances warrant. Do not use revised concrete mixes until laboratory test data and strength results have been submitted to and reviewed by Structural Engineer. G. Use water -reducing, accelerating, and retarding admixtures that have been tested and accepted in mix designs in strict compliance with manufacturer's directions, 1.3 EXECUTION A. Formwork: Construct formwork so that concrete members and structures are of correct size, shape, alignment, elevation, and position. Select form materials to obtain required finishes. 1. Maintain formwork tolerances and surface irregularities within ACI 347 limits, Class A tolerances for concrete exposed to view and Class C tolerances for other concrete surfaces. 2. Provide openings in formwork to accommodate work of other trades. Accurately place and securely support items built into forms, 3. Clean and adjust forms prior to concrete placement. Apply form -release agents or wet forms as required. Retighten forms during concrete placement, if required, to eliminate mortar leaks. B. Vapor Retarders/Barriers: Place vapor retarder/barrier membrane for slabs on grade, with joints lapped 6 inches and sealed. C. Reinforcement: Accurately position and support reinforcement, and secure against displacement. Locate and support reinforcement to maintain minimum cover with metal chairs, runners, bolsters, spacers, and hangers as required. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces, 1. Install welded wire fabric in lengths as long as practicable; lap at least one full mesh plus 2 inches and tie splices with wire. D. Joints: Locate and install construction, isolation, and control joints as indicated or required. Locate construction joints so they do not impair strength and appearance of structure. Place isolation and control joints in slabs -on -ground to stabilize differential settlement and prevent random cracking. E. Installation of Embedded Items: Set and build anchorage devices and other embedded items required for other work that is attached to or supported by cast -in -place concrete. Use setting diograms, templates, and instructions provided by others for locating and setting. F. Concrete Placement: Comply with ACI 304, "Guide for Measuring, Mixing, Transporting, and Placing Concrete," for placing concrete in a continuous operation within planned joints or sections. Do not begin concrete placement until other affected work is completed. 1. Consolidate placed concrete using mechanical vibrating equipment with hand rodding and tamping so that concrete is worked around reinforcement and other embedded items and into forms. 2. Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placing, and curing. a. In cold weather comply with ACI 306. b. In hot weather comply with ACI 305. G. Finish of Formed Surface: As follows: 1. Smooth -Formed Finish: Provide a smooth finish for concrete surfaces exposed to view and surfaces to be covered with a coating or covering material applied directly to concrete. Repair and patch defective areas, with fins and other projections completely removed and smoothed. H. Monolithic Slab Finishes: As follows: 1. Float Finish: Apply float finish to monolithic slab surfaces to receive trowel finish when surface water has disappeared and when concrete has stiffened sufficiently to permit operation of power -driven floats. Consolidate surface with power -driven floats or by hand -floating. a. Check and level surface plane to tolerances of F(F) 18 (floor flatness) and F(L) 15 (floor levelness). Cut down high spots and fill low spots. Uniformly slope surfaces to drains. Immediately after leveling, refloat surface to a uniform, smooth, granular texture. 2. Trowel Finish: Apply trowel finish to monolithic slab surfaces to be exposed to view and slab surfaces to be covered with resilient flooring, carpet, paint, or other thin film -finish coating system. a. After floating, begin first trowel -finish operation using a power -driven trowel. Begin final troweling when surface produces a ringing sound as trowel is moved over surface. Consolidate concrete surface by final hand -troweling operation, free of trowel marks, uniform in texture and appearance, and with surface leveled to tolerances of F(F) 20 (floor flatness) and F(L) 17 (floor levelness). Grind smooth surface defects that would telegraph through applied floor covering system. 3. Trowel and Fine Broom Finish: Where ceramic or quarry tile is to be installed with thin -set mortar, apply trowel finish as specified, then immediately follow with slightly scarifying surface by fine brooming. 4. Nonslip Broom Finish: Apply nonslip broom finish to exterior concrete platforms, steps, and ramps, and elsewhere as indicated. a. Immediately after float finishing, slightly roughen concrete surface by brooming with fiber -bristle broom perpendicular to main traffic route. I. Curing: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. In hot, dry, and windy weather, apply an evaporation -control compound according to manufacturer's instructions after screeding and bull floating, but before power floating and troweling. L�J 1. Begin initial curing as soon as free water has disappeared from exposed surfaces. 2. Continue curing unformed concrete surfaces by water ponding, continuous fog spraying, continuously wetted absorptive cover, or by moisture -retaining cover curing. Cure formed surfaces by moist curing until forms are removed. Keep concrete continuously moist for not less than 72 hours for high- early strength concrete and 7 days for all other concrete. 3. Apply membrane -forming curing compound to exposed interior slabs and to exterior slabs, walks, and curbs as soon as final finishing operations are complete. Apply uniformly according to manufacturers directions. Recoat areas subjected to heavy rainfall within 3 hours after initial application. Maintain continuity of coating and repair damage during curing period. a. Use membrane -curing compounds that will not affect surfaces to be covered with finish materials applied directly to concrete. J. Field Quality Control: Perform sampling and testing during concrete placement, as follows: 1. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94. a. Slump: ASTM C 143; one test at point of discharge for each truckload of concrete. b. Air Content: ASTM C 173, volumetric method for lightweight or normal weight concrete; ASTM C 231, pressure method for normal weight concrete; one for each days pour of each type of air -entrained concrete. c. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 deg F (4 deg C) and below, when 80 deg F (27 deg C) and above, and one test for each set of compressive -strength specimens. d. Compression Test Specimen: ASTM C 31; one set of four standard cylinders for each compressive -strength test, unless otherwise directed. Mold and store cylinders for laboratory -cured test specimens except when field -cured test specimens are required. e. Compressive -Strength Tests: ASTM C 39; one set for each days pour exceeding 5 cu. yd. plus additional sets for each 50 cu. yd. more than the first 25 cu. yd. of each concrete class placed in any one day, one specimen tested at 7 days, two specimens tested at 28 days, and one specimen retained in reserve for later testing if required. 2. When frequency of testing will provide fewer than five strength tests for a given class of concrete, conduct testing from at least five randomly selected batches or from each batch if fewer than five are used. 3. Strength level of concrete will be considered satisfactory if averages of sets of three consecutive strength test results equal or exceed specified compressive strength and no individual strength test result falls below specified compressive strength by more than 500 psi. 4. Test results will be reported in writing to Structural Engineer, and Contractor within 24 hours after tests. Reports of compressive strength tests shall contain the Project identification name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7-day tests and 28-day tests. 5. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted but shall not be used as the sole basis for acceptance or rejection. 6. Additional Tests: The testing agency will make additional tests of in -place concrete when test results indicate specified concrete strengths and other characteristics have not been attained in the structure, as directed by Structural Engineer. Testing agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42, or by other methods as directed. END OF SECTION 03300 SECTION 03350 - LIGHTWEIGHT CONCRETE TOPPINGS 1.1 GENERAL A. Related Documents: Comply with requirements of Section "Cost -In -Place Concrete' and as herein specified. B. Submittals: Furnish data, samples, laboratory test reports and materials certificates as specified in Section "Cast -In -Place Concrete." 1.2 PRODUCTS A. Portland Cement: ASTM C 150, Type I or Type III. B. Standard Aggregate: ASTM C 33, and as follows: 1. Fine aggregate consisting of sand or crushed stone screenings, clean, hard, free of deleterious matter. C. Exterior Topping: Design mix to produce topping material with following characteristics: 1. Compressive Strength: 3000 psi minimum. 2. Slump: 6 inches maximum at point of placement for concrete containing high -range, water -reducing admixture (super -plasticizer) and 4 inches maximum for all other concrete. 3. W/C Ratio: 0.55 maximum. D. Mixing: Provide batch type mechanical mixer for mixing topping material at Project site. Equip batch mixer with a suitable charging hopper, water storage tank, and a water -measuring device. Use mixers that are capable of mixing aggregates, cement, and water into a uniform mix within specified time, and of discharging mix without segregation. E. Mix each batch of 2 cu. yds., or less, for at least 1-1/2 minutes after ingredients are in mixer. Increase mixing time 15 seconds for each additional cu. yd. or fraction thereof, 1. Ready -mixed topping complying with ASTM C 94 may be used when acceptable to Architect. 1.3 EXECUTION A. Prior to placing topping mixture, dampen slab surface, but do not leave standing water. B. For reinforced toppings, provide necessary chairs or supports, and maintain position of reinforcing mesh as shown on drawings. C. Float Finish: Spread topping mixture evenly over prepared base to the required elevation and strike off. Use highway straightedge, bull float, or darby to level surface. After the topping has stiffened sufficiently to permit the operation and water sheen has disappeared, float surface at least twice to a uniform sandy texture. Restraighten where necessary with highway straightedge. The surface shall achieve an F/F 20 and F/L 17 tolerance when tested in accordance with ASTM E 1155. Uniformly slope surface to drains. D. Cure and protect topping applications and finishes as specified in Section "Cast -In -Place Concrete". E. Performance: Failure of concrete topping to bond to substrate (as evidenced by a hollow sound when tapped, disintegration, or other failure of topping to perform as a floor finish) will be considered failure of materials and workmanship. Repair or replace toppings in areas of such failures, as directed. END OF SECTION 03350 S SECTION 03650 - GYPSUM CEMENTITTOUS UNDERLAYMENT (Interior Use Only) 1.1 GENERAL A. Field Quality Control 1. Slump Test: The mix shall be tested for slump as it's being pumped using a 2 inch by 4 inch cylinder resulting in a patty size of 8 inches plus or minus 1 inch diameter. 2. Field Samples: At least one set of 3 molded cube samples shall be taken from each days pour during the application. Cubes shall be tested in accordance with ASTM C472. Test results shall be available to architect and/or contractor upon request from applicator. B. Submittals: Manufacturer's product data and installation instructions for gypsum cement, floor primer and oversproy. C. Project Conditions: Materials shall be delivered in their original, unopened packages and protected from exposure to the elements. Damaged or deteriorated materials shall be removed from the premises, Before, during and after installation the building interior shall be enclosed and maintained at a temperature above 50 degrees F. 1.2 PRODUCTS A. Manufacturers: Subject to compliance with requirements, manufacturer's offering products which may be incorporated into the work include, but are not limited to the following: 1. Gyp -Crete Corp. 2, Hacker Industries, Inc. B. MATERIALS 1. Gypsum Cement: System manufacturers standard mixture. 2. Sand Aggregate: Sand shall be 1/8 inch or less, washed masonry or plaster sand, meeting requirements of manufacturer's Sand Specifications. 3, Mix Water: Potable, free from impurities. 4. Subfloor Primer 5. Primer C. MIX DESIGNS 1. General Requirements: Mix proportions and methods shall be in strict accordance with product manufacturer recommendations. 2. Mix Proportions: 2.1 mix design is equivalent to 2.1 cubic feet of sand per 80 pound bag of gypsum cementitious underloyment. 1.3 EXECUTION A. Preparation 1. Condition and Cleaning of Subfloor: Subfloor shall be structurally sound, General Contractor shall clean subfloor to remove mud, oil, grease, and other contaminating factors before the arrival of the underloyment crew. 2. Leak Prevention: Fill cracks and voids with a quick setting drywall patching material where leakage of gypsum cementitious underloyment could occur. 3. Priming Subfloor: Prime the subfloor using the Floor Primer. Priming instructions may vary according to the type of substrate, multiple coats may be necessary. 4. Expansion Joints: Allow joints to continue through the gypsum cementitious underloyment at the some width. B Application of Cementitious Flooring 1. Scheduling Application shall not begin until the building is enclosed, including roof, windows, doors and other fenestration. Install after drywall installation unless tenant finish requirements identify partitioning after the pour. 2. Application: Place at 3/4 inch minimum over wood frame, 1/2 inch minimum over plan, or poured in place concrete. Spread and screed to a smooth surface. Except at authorized joints, place as continuously as possible until application is complete so that no product slurry is placed against the product that has obtained its initial set. 3. Drying: General Contractor shall provide continuous ventilation and adequate heat to rapidly remove moisture from the area until the product is dry. General Contractor shall provide mechanical ventilation if necessary. Under the above conditions, for 3/4 inch thick Gyp -Crete 5-7 days is usually adequate drying time. To test for dryness, tape a 24 inch by 24 inch section of plastic to the surface of the underloyment. After 48-72 hours, if no condensation occurs,' -the underlayment shall be considered dry. Perform dryness test 5-7 days after pour. C. Protection 1. Protection From Heavy Loads: During construction, place temporary wood planking over gypsum cementitious underloyment wherever it will be subject to heavy wheeled or concentrated loads. END OF SECTION 03650 0 Oro NOTES a A 2 a 0 Y m a V 3 � s 0 3 n E U 0 0 V 0 0 C 0 � J 0 n N 0 0 U c V V a L T D c 0 D 0 0 v 0 0 a 0 Z w 0 U 0 U 5 12/22/200io ISSUE FOR PEWIT 4 12/21/2000 BID SET CD 3 06/12/99 PRELIMINARY 51D L 2 01/14/99 51D SET IMVIEW Q I 06/I8/99 OWNER REVIEW Rev. No Date Issue History W el FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 FILE, PLOT SCALE, 1�`-��-O" LAST PLOT, 2 3 s 6 H. Fabrication, General: Form from materials of size, thickness, and shapes indicated, but not less than that needed to comply with performance requirements. NOTES n c'7 Cv V.J i�- 0 0 ClJ LEI Li L� .I Q L9 3 L-D 3 Q Q m u-) M w ry hi z 0 LL z H z 0 Q ry Li n 0 U LEI U Q J 0 C i� 2 SECTION 05500 - METAL FABRICATIONS 1.1 GENERAL A. Submittals: In addition to product data, submit the following: 1. Shop drawings detailing fabrication and erection, including templates for anchor bolt placement. 2. Samples materials and finishes as may be requested by Architect. 1.2 PRODUCTS A. General: Provide materials selected for their surface flatness, smoothness, and freedom from surface blemishes, B. Steel and Iron: As follows: 1. Plates, Shapes, and Bars: ASTM A 36/A 36M. 2. Rolled Floor Plates: ASTM A 786/A 786M. 3. Cold -Formed Tubing: ASTM A 500, Grade B. 4. Hot -Formed Tubing: ASTM A 501, 5. Pipe: ASTM A 53, standard weight (schedule 40), unless otherwise indicated. Black finish, unless otherwise indicated, galvanized for exterior installations where indicated. 6. Gray -Iron Castings: ASTM A 48, Class 30. 7. Concrete Inserts: Threaded or wedge type; galvanized ferrous castings, either ASTM A 47 (ASTM A 47M) malleable iron or ASTM A 27/A 27M cast steel. Provide bolts, washers, and shims as required, hot -dip galvanized per ASTM A 153. C. Aluminum: As follows: 1. Extrusions: ASTM B 221 (ASTM B 221M), alloy 6063-T6, D. Fasteners: Provide plated fasteners complying with ASTM B 633, Class Fe/Zn 25 for electrode posited zinc coating, for exterior use or where built into exterior walls. Select fasteners for the type, grade, and class required, E. Shop Primer for Ferrous Metal: Fast -curing, lead- and chromate -free, universal modified -alkyd primer with good resistance to corrosion, compatible with finish paint systems, and complying with performance requirements of FS TT-P-664. F. Galvanizing Repair Paint: High -zinc -dust -content paint, with dry film containing not less than 94 percent zinc dust by weight. G. Concrete Fill: Comply with requirements of Division 3 Section "Cast -in -Place Concrete" for normal -weight concrete with a minimum 28-day compressive strength of 3,000 psi (20 MPa). H. Nonshrink, Nonmetallic Grout: Factory -packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. 1. Fabrication, General: Form from materials of type, size, thickness, and shapes indicated. Work to dimensions indicated or accepted on shop drawings, using proven details of fabrication and support. 1. Weld corners and seams continuously. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux immediately. Finish exposed welds and surfaces smooth and blended. 2. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible, Locate joints where least conspicuous. J. Rough Hardware: Furnish custom -fabricated bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes for supporting and anchoring woodwork. 1. Galvanize, unless otherwise indicated. K. Loose Bearing and Leveling Plates: Provide for steel items bearing on masonry or concrete, as indicated. Drill plates to receive anchor bolts. 1. Galvanize after fabrication. L. Miscellaneous Steel Trim: Fabricate from steel shapes, plates, and bars of profiles shown with continuously welded joints, and smooth exposed edges. Miter corners and use concealed field splices wherever possible. Provide cutouts, fittings, and anchorages; coordinate assembly and installation with other work. 1.3 EXECUTION A. Installation, General: Perform cutting, drilling, and fitting required for installing metal fabrications. Set units accurately in location, with edges and surfaces level, plumb, and true. 1. Fit exposed connections accurately together and weld, unless otherwise indicated. Do not weld, cut, or abrade the surfaces of galvanized units that are intended for bolted connections. 2. Provide temporary bracing or anchors in formwork for items that are to be built into concrete masonry or similar construction. B. Set loose items on cleaned bearing surfaces using wedges or other adjustable devices. After the items have been positioned and plumbed, tighten the anchor bolts and pack space with grout. 1. Use nonshrink, metallic grout in concealed locations where not exposed to moisture; use nonshrink, nonmetallic grout in exposed locations, unless otherwise indicated. C. Anchor bollards in concrete with pipe sleeves preset into concrete. Fill space between bollard and sleeve solidly with nonshrink, nonmetallic grout. 1. Fill bollards solidly with concrete, mounding top surface. D. Touch up shop paint after erection, Clean field welds, bolted connections, and abraded areas and paint with some material as used for shop painting. E. For galvanized surfaces, clean welds, bolted connections, and abraded areas, and apply galvanizing repair paint, END OF SECTION 05500 SECTION 05510 - METAL STAIRS, HANDRAILS AND RAILINGS 1.1 GENERAL A. Structural Performance: Provide metal stairs capable of withstanding the following structural loads without exceeding the allowable design working stress of the materials involved: 1. Treads of Steel Stairs: Uniform load of 100 Ibf per sq. ft. (4.8 kN/sq. m) or a concentrated load of 300 Ibf (1.35 kN) on an area of 4 sq. in. (26 sq. cm), located in the center of the tread, whichever produces the greater stress. 2. Platforms of Steel Stairs: Uniform load of 100 Ibf per sq, ft. (4.8 kN/sq. m). 3. Stair Framing: Stresses resulting from loads specified above as well as stresses resulting from railing system loads. B. Structural Performance of Handrails and Railing Systems: Provide handrails and railing systems capable of withstanding the following structural loads without exceeding the allowable design working stress of materials involved: 1. Top Rail of Guardrail Systems: Concentrated load of 200 Ibf (890 N) applied at any point and in any direction and a uniform load of 50 Ibf per linear foot (730 N/m) applied horizontally and concurrently with a uniform load of 100 Ibf per linear foot (1460 N/m) applied vertically downward. Concentrated and uniform loads need not be assumed to act concurrently. 2. Handrails Not Serving as Top Rails: Concentrated load of 200 Ibf (890 N) applied at any point and in any direction, and a uniform load of 50 Ibf per linear foot, (730 N/m) applied in any direction. Concentrated and uniform loads need not be assumed to act concurrently. 3. Infill Area of Guardrail Systems: Horizontal concentrated load of 200 Ibf (890 N) applied to 1 sq. ft. (0.09 sq. m) at any point in system, including panels, intermediate rails, balusters, or other elements composing the infill area. Loads on infill area need not be assumed to act concurrently with loads on top rails. C. Submittals: In addition to product data, submit the following: 1. Shop drawings detailing fabrication and installation of steel stairs with structural computations. 2. Samples of materials and finished products as may be requested by Architect. 1.2 PRODUCTS A. General: Provide materials selected for their surface flatness, smoothness, and freedom from surface blemishes. B. Steel and Iron: As follows: 1. Plates, Shapes, and Bars: ASTM A 36/A 36M. 2. Cold Formed Tubing: ASTM A 500. 3. Hot -Formed Tubing: ASTM A 501, 4. Pipe: ASTM A 53, standard weight (schedule 40), unless otherwise indicated, or another weight required by structural loads; black finish, unless otherwise indicated. 5. Rolled Floor Plate: ASTM A 786/A 786M. C. Fasteners: Provide plated fasteners complying with ASTM B 633, Class Fe/Zn 25 for electrodeposited zinc coating, for exterior use or where built into exterior walls. Select fasteners for the type, grade, and class required. D. Shop Primer for Ferrous Metal: Fast -curing, lead- and chromate -free, universal modified -alkyd primer with good resistance to corrosion, compatible with finish paint systems, and complying with performance requirements of FS TT-P-664. E. Galvanizing Repair Paint: High -zinc -dust -content paint, with dry film containing not less than 94 percent zinc dust by weight. F. Concrete Fill: Comply with requirements in Division 3 Section "Cast -in -Place Concrete" for normal -weight concrete with a minimum 28-day compressive strength of 2,500 psi (17 MPo). G. Precast Concrete Treads: Comply with requirements in Division 3 Section "Cast -in -Place Concrete" for normal -weight concrete with a minimum 28-day compressive strength of 5000 psi (35 MPa) and a total air content of not less than 4 percent or more than 6 percent. Reinforce with galvanized, welded wire fabric, 2 inches by 2 inches-WO.3 by WO.3 (50 mm by 50 mm-46 mm by 1.6 mm. i 1. Shear and punch metals cleanly and accurately. Remove sharp or rough areas and ease exposed edges. Form bent -metal corners to smallest radius possible without impairing work. 2. Weld corners and seams continuously. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux immediately. Finish exposed welds and surfaces smooth and blended. 3. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible. Locate joints where least conspicuous. I. Steel -Framed Stairs: Provide complete stair assemblies of type indicated, including metal framing, hangers, columns, railings, struts, clips, brackets, bearing plates, and other components necessary for the support of stairs and platforms. 1. Fabricate stringers of structural steel channels, or plates, or a combination thereof, and platforms of structural steel channel headers and miscellaneous framing members, of size indicated or required to support design loads. 2. Where masonry walls support steel stairs, provide temporary supporting struts designed for erecting steel stair components before installing masonry. J, Handrails and Railing Systems: Comply with requirements indicated for design, dimensions, details, finish and member sizes, but not less than that required to support structural loads. 1. Interconnect members by coping and butt -welding or by welding with internal connectors. 2. Form changes in direction of handrails and rails as follows: a. By welding in prefabricated flush elbow fittings. b. By bending. c. By mitering. d. By any method indicated above, applicable to change of direction involved. 3. Form curves by bending in jigs to produce uniform curvature without buckling, twisting, cracking, or otherwise deforming exposed surfaces. 4. Provide wall retums at ends of wall -mounted handrails. 5. Close exposed ends by welding 3/16-inch- (4.8-mm-) thick steel plate or prefabricated fitting in place. 6. Fabricate newels of steel tubing and provide newel caps of gray -iron castings. 7. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges, miscellaneous fittings, and anchors for attachment to other work. For galvanized railings, provide galvanized fittings, brackets, and other components. 8. Connect railing posts to stair framing by direct welding. K. Finish metal stairs after assembly, Comply with NAAMM "Metal Finishes Manual" for recommendations on application and designations of finishes. 1. Hot -dip galvanize items indicated to be galvanized. Comply with ASTM A 153 or ASTM A 123 as applicable. 2. Galvanize exterior stairs including railings and supports. 3. Preparation for Shop Priming: Prepare uncoated ferrous metal surfaces to comply with SSPC SP 3, "Power Tool Cleaning." 4. Apply shop primer to uncoated surfaces, unless otherwise indicated. Comply with requirements of SSPC-PA "Paint Application Specification No. 1" for shop painting. 1.3 EXECUTION A. Preparation: Coordinate and furnish anchorages, setting drawings, templates, and directions for installing anchorages, including concrete inserts, weld plates, and anchor bolts. B. Installation, General: Perform cutting, drilling, and fitting required for installing steel stairs. Set units accurately in location, with edges and surfaces level, plumb, and true. C. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop -welded. Do not weld, cut, or abrade surfaces of galvanized units that are intended for bolted connections. D. Install precast treads with adhesive supplied by manufacturer. E. Secure handrails to wall with wall brackets and end fittings. 1. Use brackets with predrilled hole for exposed bolt anchorage. F. Touch up shop paint after erection. Clean field welds, bolted connections, and abraded areas and paint with the some material as used for shop painting. G. For galvanized surfaces, clean welds, bolted connections, and abraded areas and apply galvanizing repair paint. END OF SECTION 05510 7 G H U 5 1 12/22/2000 1581JE FOR FEWIT 12/21/2000 50 SET 3 08/12/99 PRELIMINARr 51D 2 01/14/159 51D SET REVIEW a1 06/18/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, winter Park, FI. 32789 (407) 629-0595 r z U 0 0 CD n L7 FILE, PLOT SCALE, 0-Y-O' LAST PLOT, 'l s 5 S g 10 C I� N SECTION 05720 - ORNAMENTAL HANDRAILS AND RAILINGS 1.1 GENERAL A. Definitions in ASTM E 985 for railing -related terms apply to this Section. B. Structural Performance of Handrails and Railing Systems: Comply with ASTM E 985 based on testing per ASTM E 894 and E 935. C. Structural Performance of Handrails and Railing Systems: Provide handrails and railing systems capable of withstanding the following structural loads without exceeding the allowable design working stress of the materials involved. 1. Top Rail of Guardrail Systems: Concentrated load of 200 Ibf (890 N) applied at any point and in any direction and a uniform load of 50 Ibf per linear foot (730 N/m) applied horizontally and concurrently with a uniform load of 100 Ibf per linear foot (1460 N/m) applied vertically downward. Concentrated and uniform loads need not be assumed to act concurrently. 2. Handrails Not Serving as Top Rails: Concentrated load of 200 Ibf (890 N) applied at any point and in any direction and a uniform load of 50 Ibf per linear foot (730 N/m) applied in any direction. Concentrated and uniform loads need not be assumed to act concurrently. 3. Infill Area of Guardrail Systems: Horizontal concentrated load of 200 Ibf (890 N) applied to one sq. ft. (0.09 sq. m) at any point in the system including panels, intermediate rails, balusters, or other elements composing the infill area. Loads on infill area need not be assumed to act concurrently with loads on top rails. D. Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials. E. Submittals: In addition to product data, submit the following: 1. Shop drawings showing railing layout and details of components, with structural computations by a State of Florida licensed engineer. 2. Samples of each type of metal finish indicated. 3. Test reports from independent testing agency showing compliance with ASTM E 985. 1.2 PRODUCTS A. Manufacturers: Subject to compliance with requirements, provide handrails and railing systems by a recognized manufacturer/fabricator. B. Steel and Iron: The form indicated and as follows: 1. Tubing: Product type (manufacturing method) and other requirements as follows: a. Cold -Formed Tubing: ASTM A 500, grade as required by structural loads. b. Hot -Formed Tubing: ASTM A 501. c. For exterior installations and where indicated, provide tubing with hot -dip galvanized coating per ASTM A 53. d. Plates, Shapes, and Bars: ASTM A 36/A 36M. e. Gray -Iron Castings: ASTM A 48, Class 30. f. Malleable -iron Castings: ASTM A 47, Grade 32510 (ASTM A 47M, Grade 22010). C. Aluminium: The form indicated and as follows: 1. Extruded Bar and Tube: ASTM B 221 (ASTM B 221M), alloy 6063-T5//T52. 2. Extruded Structural Pipe and Tube: ASTM B 429, alloy 6063-T6. 3. Drawn Seamless Tube: ASTM B 210 (ASTM B 210M), alloy 6063-T832. 4. Plate and Sheet: ASTM B 209 (ASTM B 209M), alloy 6061-T6. 5. Die and Hand Forgings: ASTM B 247 (ASTM B 247M), alloy 6061-T6. 6. Castings: ASTM B 26/13, alloy A35-T6. D. Fasteners: Same basic metal as the fastened metal; concealed unless otherwise indicated or unavoidable and standard with systems indicated. E. Anchors and Inserts: Fabricated from corrosion -resistant materials, capable of sustaining, without failure, a load equal to 6 times the load imposed when installed in masonry and 4 times the load imposed when installed in concrete as determined per ASTM E 488, F. Shop Primer for Ferrous Metal: Fast -curing, lead- and chromate -free, universal modified -alkyd primer with good resistance to corrosion, compatible with finish paint systems, and complying with performance requirements of FS TT-P-664. G. Galvanizing Repair Paint: High -zinc -dust -content paint, with dry film containing not less than 94 percent zinc dust by weight. H. Grout/Anchoring Cement: Premixed, nonshrink, nonmetallic grout complying with ASTM C 1107 or erosion -resistant anchoring cement; nonstaining, noncorrosive, nongaseous; recommended by manufacturer for applications indicated. I. Fabrication, General: Fabricate railings to design, dimensions, and details indicated and as required to support structural loads. 1. Form changes in direction of members as follows: a. By inserting prefabricated flush elbow fittings. b. By bending. c. By mitering. d. By any method indicated above, applicable to change of direction involved, without buckling, twisting, cracking or otherwise deforming exposed surfaces. 2. Welded Connections: Use fully welded joints for connecting railing components. Cope and butt weld or weld in internal fittings. Grind smooth all welded joints prior to galvanizing and priming for painting. 3. Nonwelded Connections: Connect handrail and railing members with concealed mechanical fasteners and fittings. a, Fabricate splice joints for field connection using an epoxy structural adhesive. 4. Welded Connections for Aluminium Pipe: Connect handrail and railing members with concealed internal welds, using manufacturer's standard system of sleeve and socket fittings. 5. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges, miscellaneous fittings, and anchors to connect handrails and railings to other work. a. For galvanized handrails and railings, provide galvanized brackets, flanges, fittings, and anchors. b. For aluminium handrails and railings provide aluminium brackets, flanges, fittings and anchors. 6. Close exposed ends of handrail and railing members with prefabricated end fittings. 7. Provide wall returns at ends of wall -mounted handrails. J. Ferrous Metal Shop Primed Finish: Prepare per SSPC-SP 7 "Brush -Off Blast Cleaning" and apply primer. K. Non -Ferrous Metals: Class I, Color Anodic Finish: AA-M12C22A42/A44 complying with AAMA 606.1 or AAMA 6081. 1.3 EXECUTION A. Installation, General: Perform cutting, drilling, and fitting required for installing railings. Set units accurately in location, alignment, and elevation. B. Anchor posts to metal surfaces with fittings designed for this purpose. C. Anchor handrail ends to wood framed walls with round flanges connected to rail ends and anchored to wall construction with manufacturer approved fasteners. D. Secure handrails to wall with wall brackets and end fittings. 1. Use brackets with predrilled hole for exposed bolt anchorage. E. Touchup Painting: Clean field welds, bolts connections, and abraded areas and paint with some material used for shop painting. F. Galvanizing Repair: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780, END OF SECTION 05720 SECTION 06100 - ROUGH CARPENTRY 1.1 GENERAL A. Submittals: Submit the following: 1. Product Data for engineered wood products, underloyment, insulating sheathing, air -infiltration barriers, metal framing anchors, and construction adhesives. 2. Material certificates for dimension lumber specified to comply with minimum allowable unit stresses. 3. Wood treatment data, including chemical treatment manufacturer's instructions for handling, storing, installing, and finishing treated materials. 4, Research or evaluation reports of the model code organization acceptable to authorities having jurisdiction that evidence code compliance of engineered wood products, foam -plastic sheathing, air -infiltration barriers, metal framing anchors, power -driven fasteners, and fire -retardant -treated wood. 1.2 PRODUCTS A. Lumber, General: Comply with DOC PS 20 and with applicable grading rules of inspection agencies certified by the American Lumber Standards Committee's (ALSC) Board of Review. Provide dressed lumber, S4S, with each piece factory marked with grade stamp of inspection agency. 1. For exposed lumber, furnish pieces with grade stamps applied to ends or back of each piece, or omit grade stamps and provide grade -compliance certificates issued by inspection agency. 2. Provide dry lumber with 19 percent maximum moisture content at time of dressing for 2-inch nominal (38-mm actual) thickness or less, unless otherwise indicated. B. Wood -Preservative -Treated Materials: Comply with applicable requirements of AWPA C2 (lumber) and AWPA C9 (plywood). Mark each treated item with the Quality Mark Requirements of an inspection agency approved by ALSC's Board of Review. 1. Pressure treat aboveground items with waterborne preservatives to a minimum retention of 0.25 lb/cu. ft. (4.0 kg/cu. m). After treatment, kiln -dry lumber and plywood to a maximum moisture content of 19 and 15 percent, respectively. Treat indicated items and the following: a. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. b. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete. c. Wood framing members less than 18 inches (460 mm) above grade. d. Wood floor plates installed over concrete slabs directly in contact with earth. 2. Pressure treat wood members in contact with ground or freshwater with woterborne preservatives to a minimum retention of 0.40 lb/cu. ft. (6.4 kg/cu. m). 3. Complete fabrication of treated items before treatment, where possible. If cut after treatment, apply field treatment complying with AWPA M4 to cut surfaces. Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces. C. Dimension Lumber: Provide dimension lumber of grades indicated according to the ALSC National Grading Rule (NGR) provisions of the inspection agency indicated. 1. Non -Load -Bearing Partitions: Provide Standard, Stud, or No. 3 grade and any of the following species: 2. For all Framing Provide No. 2 grade and the following species: a. Species: Southern pine; SPIB. D. Posts or beams of 5-inch nominal (117-mm actual) size and thicker, provide Southern pine, select structural per SPIB rules. E. Concealed Boards: Provide lumber with 19 percent maximum moisture content and any of the following species and grades: 1. Species and Grade: Mixed southern pine, No. 2 per SPIB rules. F. Miscellaneous Lumber: Provide No. 3 or Standard grade lumber of any species for support or attachment of other construction, including rooftop equipment curbs and support bases, cant strips, bucks, nailers, blocking, and similar members. G. Engineered Wood Products: Acceptable to authorities having jurisdiction and for which current model code research or evaluation reports exist that evidence compliance with building code in effect for Project. Provide engineered wood products with allowable design stresses, as published by manufacturer, that meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis, and demonstrated by comprehensive testing performed by a qualified independent testing agency. 1. Laminated -Veneer Lumber (LVL): Lumber manufactured by laminating wood veneers in a continuous press using an exterior -type adhesive complying with ASTM D 2559 to produce members with grain of veneers parallel to their lengths and complying with the following requirements: a. Allowable Design stresses: As puvblished by the manufacturer, determined from empirical data or by a national engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing laboratory. b. Reference Structural Drawings for required member sizes and design loads. c. Products: Provide engineered wood framing components by one of the following: d. MicroLom LVL Headers and Beams, Trus Joist Corporation. e. Gang -Lam LVL - Mitek ood Products, Inc. H. Construction Panels: For types of concealed applications indicated below, provide panels that are factory marked with APA trademark and that comply with PS 1 for plywood products or with "APA PRP-108" for other construction panels. 1. For the following types of applications where exposure durability classification or span rating is not given, provide EXPOSURE 1 and rating required to suit support spacing indicated. 2. Subflooring: At exterior breezeways and landings, install with minimum of 1/4" to a foot slope towards exit. APA RATED SHEATHING. 3. Wall Sheathing: APA RATED SHEATHING. 4. Roof Sheathing: APA RATED SHEATHING. 5. Plywood Backing for Electrical and Telephone Equipment: APA C-D PLUGGED EXPOSURE 1, fire -retardant treated, in thickness indicated but not less than 15/32 inch. I. Air -Infiltration Barrier: Asphalt -saturated organic felt complying with ASTM D 226, Type I (No. 15 asphalt felt), unperforated. J. Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with a hot -dip zinc coating per ASTM A 153 or of Type 304 stainless steel. 1. Power -Driven Fasteners: CABO NER-272. 2. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568, Property Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers. 3. Nails, wire, beads and staples: FS-N-105 4. Wood screws: ANSI B18.6.1 5. Lag Bolts: ANSI B18.2.1 K. Metal Framing Anchors: Provide galvanized steel framing anchors of structural capacity, type, and size indicated and as follows: 1. Research or Evaluation Reports: Provide products for which model code research or evaluation reports exist that are acceptable to authorities having jurisdiction and that evidence compliance of metal framing anchors for application indicated with building code in effect for Project. 2. Allowable Design Loads: Provide products with allowable design loads, as published by manufacturer, that meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis, and demonstrated by comprehensive testing performed by a qualified independent testing agency. 3. Galvanized Steel Sheet: Hot -dip, zinc -coated steel sheet complying with ASTM A 525, coating designation C60 and complying with ASTM A446, Grade A; ASTM A526 or ASTM A527, G60 coating designation; structural, commercial, or lock -forming quality, as standard with manufacturer for type of anchor indicated. D. Sill -Sealer Gaskets: Glass -fiber -resilient insulation, fabricated in strip form, for use as a sill sealer; 1-inch (25-mm) nominal thickness, compressible to 1/32 inch (0.8 mm); selected from manufacturer's standard widths to suit width of sill members indicated. 1.3 EXECUTION A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. B. Fit rough carpentry to other construction; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds, and similar supports to allow attachment of other construction. C. Securely attach rough carpentry work to substrate and supporting members by anchoring and fastening of size that will not penetrate members where opposite side will be exposed to view or receive finish materials, install fasteners without splitting wood, fasten panel products to allow for expansion at joints unless otherwise noted. D. Use hot -dip galvanized or stainless -steel nails where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity. E. Countersink nail heads on exposed carpentry work and fill holes with wood filler. F. Framing Standard: Comply with AFPA's "Manual for Wood Frame Construction," unless otherwise indicated. G. Provide wood framing members of size and spacing indicated, do not splice structural members between supports. Firestop all concealed spaces with wood blocking not less than 2" nominal thickness, if not blocked by other framing members. 1. Comply with "Code Plus" provisions of above -referenced guide. 2. Fastening Methods: Fasten panels as indicated below: a. Subflooring: Glue and nail to framing throughout. b. Sheathing: Nail to framing. H. Air -Infiltration Barrier: Cover sheathing with air -infiltration barrier to comply with manufacturers written instructions. 1. Apply air -infiltration barrier to cover upstanding flashing with 4-inch (100-mm) overlap. END OF SECTION 06100 SECTION 06192 - METAL -PLATE -CONNECTED WOOD TRUSSES 1.1 GENERAL A. Structural Performance: Engineer, fabricate, and erect metal -plate -connected wood trusses to withstand design loads without exceeding ANSI/TPI-1 deflection limits. B. Engineering Responsibility. Engage a fabricator who uses a qualified professional engineer to prepare calculations, Shop Drawings, and other structural data for metal -plate -connected wood trusses. C. Submittals: In addition to Product Data, submit Shop Drawings detailing location, pitch, span, camber, configuration, and spacing for each type of truss required; lumber species, sizes, and stress grades; connector plate size, material, finish, design values, and orientation and location; and bearing details. 1. Include truss Shop Drawings and structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. D. Fabricator's Qualifications: Engage a fabricator who participates in a recognized quality -assurance program that involves inspection by SPIB; Timber Products Inspection, Inc.; Truss Plate Institute (TPI); or other independent inspecting and testing agency acceptable to authorities having jurisdiction. E. Comply with applicable requirements and recommendations of ANSI/TP1 1, "National Design Standard for Metal -Plate -Connected Wood Truss Construction," and TPI HIB "Commentary and Recommendations for Handling Installing & Bracing Metal Plate Connected Wood Trusses." F. Wood Structural Design Standard: Comply with applicable requirements of AFPA's "National Design Specification for Wood Construction" and its "Supplement. G. Single -Source Engineering Responsibility Provide trusses engineered by metal -plate connector manufacturer to support superimposed dead and liveloods indicated, with design approved and certified by a qualified professional engineer who is legally authorized to practice in the jurisdiction where Project is located and who is experienced in the design of metal -plate -connected wood trusses. H. Handle and store trusses with care and comply with manufacturers written instructions and TPI recommendations to avoid damage and lateral bending. 1.2 PRODUCTS A. Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Standard," and with applicable grading rules of inspection agencies certified by ALSC's Board of Review. Provide dressed lumber 545, grade marked, complying with P20. B. Grade and Species: Provide dimension lumber of any species for truss chord and web members, graded visually or mechanically, and capable of supporting required loads without exceeding allowable design values according to AFPA's "National Design Specification for Wood Construction" and its "Supplement" and with a moisture content of 19 percent maximum. C. Metal Connector Plates: Fabricate connector plates from structural -quality steel sheet, zinc coated by hot -dip process complying with ASTM A 446, G60 coating designation; Grade 33 and not less than 0.0359 inch (0.91 mm) thick. NOTES 0 A T 0 U 0 Y 21 C N 0 n , J L a 3 F Q1 n L 0 0 V 0 E 0 0 0 a Q 3 L C O 0 v .o a a 0 D N a V 0 Y 0 Q a 2 L 0 10 w U 0 E U 0 s U Z v < 0 0 5 12/22/2000 IssuE FOR PERMIT �IIR7 4 12/21/2000 E3I® SET 3 05/12/39 PRELIMINARY BID 0 2 0-1/14/99 511D SET REVIEW 1 06/I13/99 OWNER REVIEW Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, winter Park, Fl. 32789 (407) 629-0595 • P, ' 1 CITY OF 5ANFORD, FLORIDA Ck. Date 06/I8/99 3659-40 3 L� J L'J 9 UD FILE PLOT SCALE, 1�N=1r-�� LAST PLOT, 1 2 3 4 5 I 9 10 D. Fasteners: Provide fasteners of size and type indicated that comply with requirements specified 'below for material and manufacture. Where truss members are exposed to weather or to high relative humidities, provide fasteners with a hot -dip zinc coating per ASTM A 153 or of stainless steel, Type 304 or 316. 1. Nails, Wire, Brads, and Staples: FS FF-N-105. A 2. Power -Driven Fasteners: CABO NER-272. 3. Wood Screws: ASME B18.6.1. 4. Log Bolts and Screws: ASME B18.2.1 (ASME B18.2.3.8M). 5. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568, Property Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers. E. Metal Framing Anchors: Provide metal framing anchors with allowable design loads, as published by manufacturer, that meet or exceed those indicated, of the following metal and finish: 1. Galvanized Steel Sheet: Hot -dip, zinc -coated steel sheet complying with ASTM A 446, G60 coating designation; structural, commercial, or lock -forming quality, as standard with manufacturer for type of anchor indicated. F. Assemble truss members in design configuration indicated using jigs or other means to ensure uniformity and accuracy of assembly with joints closely fitted to comply with tolerances of ANSI/TPI 1. Position members to produce design camber indicated, 1. Fabricate wood trusses within manufacturing tolerances of ANSI/TPI 1. G. Connect truss members by metal connector plates located and securely embedded simultaneously into both sides of wood members by air or hydraulic press. 1.3 EXECUTION A. Install and brace trusses according to recommendations of TPI. Space trusses as indicated; install plumb, square, and true to line; and securely fasten to supporting construction. B. Anchor trusses securely at all bearing points using metal framing anchors and fasten according to metal framing anchor manufacturer's fastening schedules and written instructions. C. Securely connect each truss ply required for forming built-up girder trusses. C Anchor trusses to girder trusses as indicated. D. Install and fasten permanent bracing during truss erection and before construction loads are applied. Anchor ends of permanent bracing where terminating at walls or beams. E. Install wood trusses within installation tolerances of ANSI/TPI 1. F. Do not alter, cut, or remove truss members. G. Return wood trusses that are damaged or do not meet requirements to fabricator and replace with trusses that do meet requirements. END OF SECTION 06192 SECTION 06200 - FINISH CARPENTRY 1.1 GENERAL A. Submittals: In addition to Product Data, submit Samples for each finish and type of siding and paneling. 1.2 PRODUCTS A. Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Standard," for lumber and with applicable grading rules of inspection agencies certified by American Lumber Standards Committee Board of Review. B. Hardwood Plywood: Comply with HPVA HP-1, "Interim Voluntary Standard for Hardwood and Decorative Plywood." C. Preservative Treatment: Comply with NWWDA I.S. 4 for exterior finish carpentry to receive water-repellent preservative treatment. D. Exterior Standing and Running Trim: Provide finished lumber and moldings complying with the following requirements: 1. Species and Grade: Saw -textured, Clear Heart, western red cedar; NLGA, WCLIB, or WWPA. E. Interior Standing and Running Trim: Provide finished lumber and moldings complying with the following requirements: 1. Species and Grade: C Select, Select, ponderosa pine; WWPA. F. Wood Molding Patterns: Provide stock moldings made to patterns included in WMMPA WM 7 and graded under WMMPA WM 4. G. Shelving: 3/4-inch (19-mm) particleboard shelving with radiused and filled F front edge. , H. Fasteners for Exterior Finish Carpentry. Provide nails of stainless steel, hot -dip galvanized steel, or noncorroding aluminum. 1.3 EXECUTION A. Condition finish carpentry to average prevailing humidity conditions in installation areas before installation, for a minimum of 24 hours. w B. Prime and backprime lumber for painted finish exposed on the exterior. Comply with requirements for surface preparation and application in Division 9 CD o Section "Painting." Cu C. Install finish carpentry plumb, level, true, and aligned with adjacent materials. Use concealed shims where required for alignment. Scribe and cut finish w carpentry to fit adjoining work. Refinish and seal cuts as recommended by w manufacturer. Q D. Standing and Running Trim: Install with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Stagger 3 joints in adjacent and related trim. Cope at returns and miter at corners. Q 3 E. Repair damaged or defective finish carpentry where possible to eliminate functional or visual defects. Where not possible to repair, replace finish carpentry. pAdjust joinery for uniform appearance. w END OF SECTION 06200 c� w w T 0 w z z o I-- w n s 0 U w U 1 2 1.1 GENERAL A. Exterior architectural woodwork includes wood blocking, shims, and nailers unless concealed within other construction prior to woodwork installation. B. Submittals: In addition to product data, submit the following: 1. Shop drawings showing location of each item, dimensioned plans and elevations, large-scale details, attachments devices, and other components. 2. Samples of lumber and panel products for transparent and shop -applied opaque finishes, with one-half of exposed surfaces finished. C. AN Quality Standard: Comply with "Architectural Woodwork Quality Standards" of the Architectural Woodwork Institute. D. WIC Quality Standard: Comply with "Manual of Millwork" of the Woodwork Institute of California. 1.2 PRODUCTS A. Woodwork Fabricators: Subject to compliance with requirements, provide exterior architectural woodwork by one of the following: B. Woodwork for Transparent Finish: Grade and species as follows: 1. Grade: Economy. 2. Wood Species: Western red cedar. C. Woodwork for Opaque Finish: Grade and species as follows: 1. Grade: Custom, 2. Wood Species: Ponderosa pine. D. Preservative Treatment by Nonpressure Process: Comply with NWWDA I.S.4 and the following for woodwork items indicated to receive water-repellent preservative treatment. 1. Extent of Treatment: Treat each item of exterior woodwork regardless of species from which it is fabricated. E. Nails: Stainless -steel, aluminum, or hot dip galvanized. F. Shop Priming: Shop prime woodwork with one coat of finish specified in Division 9 Section "Painting". 1. Backpriming: Apply one of sealer or primer compatible with finish coats to concealed surfaces of woodwork, including back. Apply 2 coats to items installed over concrete or masonry. 1.3 EXECUTION A. Preparation: Before installing woodwork, examine shop -fabricated work and complete as required, including back priming and removal of packing. B. Install woodwork to comply with AWI Section 1700 for the some grade specified above for type of woodwork involved. C. Install woodwork to comply with WIC Section 26 for the some grade specified above for type of woodwork involved. 1. Install woodwork plumb, level, true, and straight with no distortions. Shim as required with concealed shims. Install to a tolerance of 1/8 inch in 96 inches (3 mm in 2400 mm) for plumb and level. 2. Scribe and cut woodwork to fit adjoining work and refinish cut surfaces or repair damaged finish at cuts. 3. Provide vertical tolerances of no greater than 1/8 in 96 inches. No gap between exterior woodwork members shall exceed 1/4". 4. Conform to established practice for cutting, trimming and installing all woodwork. 5. Provide angle cut laps in lieu of butt jointing. Seal all joints prior to finish application. 6. Where woodwork abuts brick masonry or other dissimilar surface, hold woodwork no greater than 1/4" from adjoining/adjacent surface. END OF SECTION 06401 1 i�,� •. 111 1' 1.1 GENERAL A. Interior architectural woodwork includes wood furring, blocking, shims, and hanging strips unless concealed within other construction prior to woodwork installation. B. Rough carriages for stairs are a part of interior architectural woodwork. Platform framing and other rough framing associated with stairwork are specified in Division 6 Section "Rough Carpentry." C. Submittals: Submit manufacturer's product data and installation recommendations. D. AWI Quality Standard: Comply with "Architectural Woodwork Quality Standards" of the Architectural Woodwork Institute. E. WIC Quality Standard: Comply with "Manual of Millwork" of the Woodwork Institute of California, F. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet -work is completed, and HVAC system is operating and will maintain temperature and relative humidity at occupancy levels during the remainder of the construction period. 1.2 PRODUCTS A. Woodwork Fabricators: Subject to compliance with requirements, provide interior architectural woodwork by one of the following: B. Woodwork for Opaque Finish: Grade and species as follows: 1. Grade: Economy, 2. Wood Species: Ponderosa pine. 1.3 EXECUTION A. Preparation: Condition woodwork to average prevailing humidity conditions in installation areas, and examine and complete work as required, including back priming and removal of packing, before installing. B. Install woodwork to comply with AN Section 1700 for the same grade specified above for type of woodwork involved. C. Install woodwork to comply with WIC Section 26 for the some grade specified above for type of woodwork involved. 1. Install woodwork plumb, level, true, and straight with no distortions. Shim as required with concealed shims. Install to a tolerance of 1/8 inch in 96 inches (3 Tim in 2400 mm). 2. Scribe and cut woodwork to fit adjoining work and refinish cut surfaces or repair damaged finish at cuts. D. Standing and Running Trim: Install with minimum number of joints, using full-length pieces to the greatest extent possible. Stagger joints in adjacent and related members. Fill gaps, if any, between top of base and wall with plastic wood filler and sand smooth. END OF SECTION 06402 1.1 GENERAL A. Types of sheet waterproofing specified in this Section include the following: 1. Rubberized asphalt sheet waterproofing. B. Submittals: Submit product data and general recommendations from waterproofing materials manufacturer for types of waterproofing required. C. Manufacturer Qualifications: Obtain primary waterproofing materials of each type required from a single manufacturer to the greatest extent possible. Provide secondary materials only as recommended by primary materials manufacturer. D. Project Conditions: Proceed with work after substrate construction, openings, and penetrating work have been completed and areas are free from standing water. E. Start waterproofing and associated work only when existing and forecasted weather conditions will permit work to be performed in accordance with manufacturers' recommendations and warranty requirements. F. Warranty.. Submit a written warranty executed by the manufacturer agreeing to replace or repair sheet membrane waterproofing that fails in materials or workmanship within specified warranty period. This warranty shall be in addition to, and not a limitation of, other rights the Owner may have against the Contractor under the Contract Documents. 1. Sheet membrane waterproofing: Provide written 5 year material warranty issued by the membrane manufacturer upon completion of the work. 1.2 PRODUCTS A. Rubberized Asphalt Sheet Waterproofing: Self -adhering membrane of rubberized asphalt integrally bonded to polyethylene sheeting, formed into uniform flexible sheets of thickness shown, or not less than 60 mils if no thickness is shown, complying with the following: 1. Tensile Strength: 250 psi minimum; ASTM D 412. 2. Ultimate Elongation: 300 percent minimum; ASTM D 412. 3. Brittleness Temperature: Minus 25 deg F (minus 32 deg C); ASTM D 746. 4. Hydrostatic Head Resistance: 150 feet minimum. 5. Water Absorption: Not more than 0.5 percent weight gain after 48 hours immersion at 70 deg F (21 deg C); ASTM D 570. 6. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: a. Bituthene, W.R. Grace & Co. b. Tyvex B. Auxiliary Materials: Provide the following materials to suit Project conditions: 1. Adhesives: Provide types of adhesive compound and tapes recommended by waterproofing sheet manufacturer for bonding to substrate (if required), for waterproofing seams in membrane, and for waterproofing joints between membrane and flashings, adjoining surfaces, and projections through membrane. 2. Flashing Materials: Except as otherwise indicated, provide types of flexible sheet material for flashing as recommended by waterproofing sheet manufacturer. 3. Protection Board: Provide type of protection board recommended by waterproofing sheet manufacturer. Include adhesives recommended by manufacturer. 1.3 EXECUTION A. Preparation: Comply with manufacturers instruction for preparing surface. B. Installation: Comply with manufacturers instructions for handling and installing sheet waterproofing materials. 1. Coordinate installing waterproofing materials with associated work to provide complete system complying with combined recommendations by manufacturers and installers involved in Work. Schedule installation to minimize period of exposure of sheet waterproofing materials. 2. Extend waterproofing sheet and flashings as shown to provide complete membrane over area indicated to be waterproofed. Seal projections through membrane and seal seams. Bond to vertical surfaces and also, where shown or recommended by manufacturer, bond to horizontal surfaces. C. Cleaning: After completion, remove any masking materials and stains from exposed surfaces caused by waterproofing installation. D. Protection: Protect completed membrane during installation of other work over membrane and throughout remainder of construction period. Do not allow traffic of any type on unprotected membrane. END OF SECTION 07110 SECTION 07210 - BUILDING INSULATION 1.1 GENERAL A. Submittals: Product Data for each type of insulation product specified. B. Fire -Test -Response Characteristics: Provide insulation and related materials with the fire -test -response characteristics indicated as determined by testing identical products per ASTM E 84, ASTM E 119, or ASTM E 136 by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency. 1.2 PRODUCTS A. General: Provide insulating materials that comply with requirements and with referenced standards. 1. Preformed Units: Sizes to fit applications indicated; selected from manufacturer's standard thicknesses, widths, and lengths. B. Unfaced Mineral -Fiber Blanket Insulation: ASTM C 665, Type I (blankets without membrane facing) of type described below: 1. Mineral -Fiber Type: Fibers manufactured from glass, slag wool, or rock wool. 2. Application with 3-1/2" exterior stud wall: 3-1/2" friction -fit fiberglass insulation blankets, R-11. 3. Application within flat ceiling areas of attic: Blown -in type cellose fiber insulation in depth/thickness sufficient to achieve an R-value of 19. 4. Application within vaulted ceiling areas of attic: Friction -fit fiberglass insulation blankets in depth/thickness sufficient to achieve an R-value of 19. 5. Surface -Burning Characteristics: Maximum flame -spread and smoke -developed indices of 25 and 50, respectively. C. Cellulosic -Fiber Loose -Fill Insulation: Recycled cellulosic -fiber loose -fill -type insulation complying with ASTM C 739, chemically treated for flame -resistance, processing, and handling characteristics. 3 4 5 D. Polyethylene Vapor Retarder: ASTM D 4387, 6 mils (0.15 Trim) thick, with maximum permeance rating of 0.13 perm (7.5 ng/Pa x s x sq. m). E. Eave Ventilation Troughs: Preformed rigid fiberboard or plastic sheets designed and sized to fit between roof framing members and to provide cross ventilation between insulated attic spaces and vented eaves. 1.3 EXECUTION A. Installation, General: Comply with insulation manufacturer's written instructions applicable to products and application indicated. 1. Install insulation that is undamaged, dry, unsoiled, and has not been exposed at any time to ice and snow. 2. Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. 3. Apply single layer of insulation to produce thickness indicated unless multiple layers are otherwise shown or required to make up total thickness. B. Place loose -fill insulation into spaces and onto surfaces as shown, either by pouring or by machine blowing to comply with ASTM C 1015. 1. For cellulosic, loose -fill insulation, comply with the Cellulose Insulation Manufacturers Association's "Special Report --Standard Practice for Installing Cellulose Insulation." C. Extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure in place with adhesives or other manufacturer -approved anchorage system. D. Protect installed insulation and vapor retarders from damage due to harmful weather exposures, physical abuse, and other causes. END OF SECTION 07210 SECTION 07243 - EXTERIOR FINISH SYSTEMS 1.1 GENERAL A. Submittals: In addition to product data, submit the following: 1. Samples for each finish specified. 2. Test reports from independent testing laboratory. B. Installer Qualifications: Certified in writing by system manufacturer as qualified for installation of systems indicated. C. Mock-up: Construct mockups for each finish required. 1.2 PRODUCTS A. Manufacturers: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the products of the following: 1. MAGNA Wall, Inc. 2. Elastomeric Coating 1.3 Related Documents A. Provisions established within the General and Supplementary General Conditions of the Contract, Division 1 - General Requirements and the drawings are collectively applicable to this section. 1.4 Section Includes A. Portland cement plaster system 1.5 Quality Assurance A. Applicator: Company specializing in cement plaster work with 5 years documented experience, or approved Magna Wall, Inc. B. Apply cement plaster in accordance with manufacturer's recommendations and as noted on plans. C. Plastering shall be of highest quality and finish. Intersections of planes shall be sharp and accurate. Finished surfaces shall be uniform in texture and free from imperfections objectionable to the Owner. 1.6 Submittals - Magna Wall Fiber Reinforced Stucco/NER-459. A. Provide product data on plaster materials, elastomeric coating characteristics and limitations of products specified. B. Submit manufacturer's installation instructions per NER-459. 1.7 Field Samples A. Provide sample panel at jobsite. B. Construct field sample per architect or owner requirements. C. Locate where directed. D. Accepted sample may remain as part of the work. 1.8 Environmental Requirements A. Do not apply plaster when substrate or ambient air temperature is less than 34l unless sand and mixing water are heated to 70oF and temporary protection is provided to keep minimum 35l in plastered areas for 24 hours. Do not use frozen materials in mixes. B. Protection 1. Protect plaster from uneven and excessive evaporation during hot, dry weather by moist curing. 2. Protect adjacent finished surfaces, including windows, doors, roof, etc., installed prior to plastering by covering with suitable methods. 3. Plaster application should be stopped a minimum of six hours before expected freezing temperatures. 1.9 Coordination A. Openings and chases for heating, plumbing and electrical ducts, pipes and conduits shall be built into plaster work as required. Consult other trades in advance and make provisions for their work to avoid cutting and patching. All items penetrating through substrates and lath must be caulked before plaster is applied. Port ) - Products 2.1 Manufoclure of Plaster Malel A. Magna Wall, Inc., P.O. Oox 817, Oacrnc, Toxas 78006; 800 626 1361 0 2.2 Plaster Material Mixture A. One (1) 80 lb. Bag of plaster concentrate. B. 180-220 pounds or a maximum of 2-1/2 cubic feet or ASTM C-144 plaster sand. C. Use potable water (4-7 gallons) for a sprayable or trowelable working mix. D. Do not retemper or use material that has partially set. Do not use frozen, caked or lumpy materials. Clean mixer or mixing boxes of set or hardened materials before materials for a new batch are loaded. Mix each separately. E. Mix only as much plaster as can be used prior to initial set. F. Protect mixtures from frost, contamination and evaporation by curing per NER-459, Section 4.6.3. G. Elastomeric Coating - Manufacturer and thickness per Magna Wall and Specifications. 2.3 Substrates A. Acceptable substrates for the Magna Wall Fiber Reinforced Stucco Systems include but are not limited to: 1. Exterior grade gypsum sheathing meeting requirements of ASTM C-79-95. 2. Dens -Glass Gold sheathing. 3. Fiberboard shall comply with ANSI/AHA A 194-95. 4. Plywood complying with US DOC PS 1-95. 5. Expanded Polystyrene complying with ASTM C-578 with nominal density 1.5 PCF. 6. Extruded Polystyrene. 7. Foam Plastics. 8. Oriented Strand Board complying with US DOC PS 2-95. 9. Other Substrates to be approved by Magna Wall prior to installation. 10. Concrete Masonry Units. 2.3.1 Weather Resistive Membrane A. Grade D building paper complying with Federal specification UUB 7900 or asphalt saturated rag felt complying with UL standard No. 55-A. B. One or two layers as required by appropriate building code. 2.4 Lath A. 20 gauge 1" galvanized steel woven wire fabric (maximum coating thickness is 1 /2"). B. Metal lath: the lath shall comply with ASTM C 847-93, furring and self -furring requirements shall be as set forth for wire -fabric lath. Minimum weight is 1.75 pound per square yard. C. Other laths - welded comply with ASTM C933-80 or woven ASTM C 1032-86. 2.5 Trim A. All casting beads, corners and control joints shall be installed in accordance with drawings and as required by NER-459. All trim to be corrosion resistant or approved plastic by the architect or owner. Part 3 - Execution 3.1 Examination and Preparation A. Verify that surfaces and site conditions are ready to receive work, if not notify the project superintendent in writing. B. Masonry. Verify joints are cut flush and surface is ready to receive work of this Section. Verify no bituminous, water repellent coatings, or other foreign water exists on masonry surface. C. Grounds and Blocking Accessories: Verify items within walls, and other areas receiving plaster for other Sections of work have been installed. D. Verify that furring, lathing and control/expansion joints are complete and tightly secured in place, caulk any protrusions through lath before plaster. 3.2 Application - General A. Apply plaster and elastomeric coating in accordance with manufacturer's instructions per NER-459. B. Apply plaster and elastomeric coating by machine or hand. Interrupt plaster only at junctions of plaster planes, at openings or at control joints. C. Layout to permit completion of an entire surface in one application. Maintain a wet edge. Work to corners and joints and do not allow material to set up within a distinct wall area. D. Base Coat 1. Thickness of base coat: Minimum 3/8" to 1/2" maximum in one coat application. 2. Moist cure two to three times daily for two to three days to insure total cement hydration per NER-459. 3. Allow to cure four to six days before applying paint, elastomeric or textured EIFS finishes. E. Color Finish Coat 1. EFS finish over primed (sealed) surface. 2. Elastomeric Coating a. Provide full range of color samples to Architect. 3. Colored cement stucco. F. Texture Coat 1. Non-fibered Magna Wall or a job mix of one sack of portland cement, 1/2 stack Type S Lime and graded sand to meet the finish requirements. 2. Cement texture/finish (knock -down, sand, dash, etc.) may be applied as soon as base coat is set sufficiently to not be disturbed. 3.4 General and Miscellaneous A. Attach accessories at each end and 8 inches on center maximum. 3.5 Tolerances A. To be determined by architect or owner. 3.6 Patching A. Patch defects in workmanship and materials. Patches in finished areas shall match adjacent surfaces. 3.7 Cleaning A. Removing plaster and protective materials from control beads and metal accessories. Remove plaster splatters and debris from other surfaces. Remove rubbish, debris and scaffolds from completed area. 3.8 Warranty: Provide 10 year warranty on Magna Wall and Elastomeric Coating in accordance with Magna Wall specifications. SECTION 07270 - FIRESTOPPING 1.1 GENERAL A. System Performance Requirements: Provide firestopping systems that are produced and installed to resist the spread of fire, according to requirements indicated, and the passage of smoke and other gases. 1. Provide through -penetration firestop systems with F ratings indicated, as determined per ASTM E 814, but not less than the fire -resistance rating of the constructions penetrated. B. Submittals: In addition to product data for each type of product specified, submit the following: 1. Product certificates signed by manufacturers of firestopping products certifying compliance of their products with specified requirements. 2. Product test reports from a qualified testing and inspecting agency evidencing compliance of firestopping with requirements based on comprehensive testing of current products. C. Fire -Test -Response Characteristics: Provide firestopping that complies with the following requirements and those specified under the "System Performance Requirements" paragraph: 1. Firestopping tests are performed by a qualified testing and inspecting agency, including UL, Warnock Hersey, or another agency performing testing and follow-up inspection services, that is acceptable to authorities having jurisdiction. 2. Ratings of Firestopping: As indicated by reference to designations of UL in their "Fire Resistance Directory" or by another qualified testing and inspecting agency. 1.2 PRODUCTS A. Through -Penetration Firestop Systems: Comply with the following requirements in providing system components that are compatible with each other, the substrates forming openings, and the items, if any, penetrating firestops under conditions of service and application, based on testing and field experience. 1. Accessories: Provide the following components for each firestopping system as needed 'to install fill materials and to comply with "System Performance Requirements" paragraph: a. Permanent farming/damming/backing materials including the following: 1) Refer to fire protection detail sheets. 2) Sealants used in combination with other forming/damming materials to prevent leakage of fill materials in liquid state. 3) Joint fillers for joint sealants. b. Collars. 2. Fill Materials: Provide through -penetration firestop systems composed of the fill materials indicated below: 3. Refer to fire protection detail sheets. B. Fire -Resistive Elastomeric Joint Sealants: Chemically curing, elastomeric sealants of base polymer indicated complying with ASTM C 920 requirements and requirements specified in this Section applicable to fire -resistive joint sealants. 1. Single -Component, Neutral -Curing Silicone Sealant: Type S; Grade NS; Class 25; exposure -related Use NT, and joint -substrate -related Uses M, G, A, and (as applicable to joint substrates indicated) 0. a. Additional capability, when tested per ASTM C 719, to withstand the following percentage changes in joint width as measured at time of installation and still comply with other requirements of ASTM C 920: 1) 50 percent movement in both extension and compression for a total of 100 percent movement. 2. Multicomponent, Nonsag, Urethane Sealant: Type M; Grade NS; Class 25; exposure -related Use NT, and joint -substrate -related Uses M, A, and (as applicable to joint substrates indicated) 0. a. Additional capability, when tested per ASTM C 719, to withstand the following percentage changes in joint width as measured at time of installation and still comply with other requirements of ASTM C 920: 1) 40 percent movement in extension and 25 percent in compression for a total of 65 percent movement. 3. Single -Component, Nonsag, Urethane Sealant: Type S; Grade NS; Class 25; and Uses NT, M, A, and (as applicable to joint substrates indicated) 0. 1.3 EXECUTION A. Install through -penetration firestops to comply with the "System Performance Requirements" paragraph and the through -penetration firestop manufacturer's installation instructions and drawings pertaining to products and applications indicated. B. Install fire -resistive joint sealant to comply with the "System Performance Requirements" paragraph, with ASTM C 1193, and with the sealant manufacturer's installation instructions and drawings pertaining to products and applications indicated. END OF SECTION 07270 SECTION 07311 - ROOF SHINGLES 1.1 GENERAL A. Submittals: Provide the following: 1. Product Data: Include dimensions of individual components, profiles, textures, and colors. 2. Samples: Two full-size shingles showing the full range of variations expected in these characteristics. 3. Related Sections: Section 07620 Sheet Metal Flashing and Trim Section 07720 Roof Accessories Section 07901 Joint Sealants B. Quality Assurance: Identify each bundle of shingles with appropriate markings of applicable testing and inspecting agency. C. Related Sections: Section 07620 Sheet Metal Flashing and Trim Section 07720 Roof Accessories Section 07901 Joint Sealants 1. Fire -Test -Response Classification: Provide shingles classified according to ASTM E 108 or UL 790 and listed by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. 2. Wind -Resistance -Test Characteristics: Where wind -resistant shingles are indicated, provide products identical to those that have passed tests according to ASTM D 3161 or UL 997. 1 �� I 9 10 NOTES 3 0 A L a V Y 0 V 0 L 0 0 E 0 0 0 V 0 T 0 0 .o a U L T Er U Y IL 0 � 0 U L 0 E 0 N L L a Pi U FJ- V Q a Q rp 12/22/20ID issiz FOR f-ERMIThi ED c 4 12/21/2000 BID SETLd CEO 3 06/12/99 PRELIMINARY BID 2 01/14/99 BID 8ST REVIEW I 06/18/99 OWNER FZEVIEW Rev. No Date Issue History el FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 H Clrti OF 5ANFORE), FLORIDA Cl Date 06/15/99. Proi. 3659-40 FILE, PLOT SCALE, 12"=1 -O" LAST PLOT- 1 2 3 4 5 ro f S 9 10 w M CD 0 CU iti pa w w Lei I- Q Q LD 3 Q L3 3 Q ry as m In cY) w ry w 0 w z H z 0 Q I- ry w w 0 U W U Q J n M C r❑ N 1.2 PRODUCTS A. Manufacturers: Subject to compliance with requirements, manufacturers offering asphalt/fiberglass shingles that may be incorporated in the Work include, but are not limited to, the following: 1. Atlas Roofing Corp. 2. Bird, Inc. 3. BPCO, Inc. 4. (The) Celotex Corporation. 5. CertainTeed Corporation. 6. Custom Roofing Company. 7. Elk Corporation of America. 8. GAF Building Materials Corporation. 9. Georgia-Pacific Corp. 10. Globe Building Materials, Inc. 11. GS Roofing Products Co., Inc. 12. Owens-Corning Fiberglas Corp. B. Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: 1. Shingles: Match colors, textures, and patterns indicated by referencing manufacturer's standard designations for these characteristics. A. Square -Tab, Fiberglass Strip Shingles: Mineral -surfaced, self-sealing, 3-tab, fiberglass -based, strip shingles, complying with ASTM D 3018, Type I, and meeting the following requirements: a. Physical Requirements: Meet the physical requirements of ASTM D 3462. b. Wind Resistance: Passes the test requirements of ASTM D 3161. c. Fire -Test -Response Classification: Class A. d. Fungus Resistant: Surface treated to remain free of fungus and algae growth for at least 25 years. B. Hip and Ridge Shingles: Job -fabricated or factory -precut units to match shingles. C. Felt Underloyment: ASTM D 226 or ASTM D 4869, Type I. D. Waterproof Underloyment: Minimum 40-mil- (1-mm-) thick, self -adhering, polymer -modified, bituminous sheet membrane, complying with ASTM D 1970. E. Asphalt Plastic Cement: ASTM D 4586. F. Nails: Aluminum or hot -dip galvanized steel conventional roofing nails, 11 or 12 gauge, of sufficient length to penetrate 3/4 inch (19 mm) into solid decking or plywood sheathing. 1.3 EXECUTION A. Examine substrate for compliance with requirements for conditions affecting performance of asphalt shingles. Do not proceed with installation until unsatisfactory conditions have been corrected. B. Clean substrates of projections and cover knotholes or other minor voids in substrate with sheet metal flashing. C. Coordinate installation with flashings and other adjoining work to ensure proper sequencing. D. Installation: Comply with manufacturers instructions and recommendations but not less than those recommended by ARMA's "Residential Asphalt Roofing Manual" or "The NRCA Steep Roofing Manual." E. Waterproof Underlayment: Apply waterproof underloyment at eaves. Cover deck from eaves to at least 24 inches (600 mm) inside exterior wall line. 1. In addition to eaves, apply waterproof underloyment in place of felt underloyment at valleys. Lap minimum 8" each side of valley line. 2. Provide primer as recommended by the manufacturer. F. Shingles: Install shingles, beginning at roof's lower edge, with a starter strip. Fasten shingles in the desired weather exposure pattern with number of fasteners per shingle as recommended by manufacturer. Cut and fit shingles at valleys, ridges, and edges to provide maximum weather protection. Provide some weather exposure at ridges as specified for roof. G. Ridge Vents: Install ridge vents according to manufacturer's instructions. H. Replace damaged materials installed under this Section with new materials that meet specified requirements. END OF SECTION 07311 SECTION 07551 - APP-MODIFIED BITUMINOUS MEMBRANE ROOFING 1.1 GENERAL A. Performance Requirements: Install a watertight, modified bituminous membrane roofing and base flashing system with compatible components that will not permit the passage of liquid water and will withstand wind loads, thermally induced movement, and exposure to weather without failure. B. Submittals: Product Data for each type of roofing product specified and the following: 1. Shop Drawings detailing base flashings, membrane terminations. C. Installer Qualifications: Engage an experienced installer to perform Work of this Section who has specialized in installing roofing similar to that required for this Project; who is approved, authorized, or licensed by the roofing system manufacturer to install manufacturer's product; and who is eligible to receive the standard roofing manufacturers warranty. D. Fire -Test -Response Characteristics: Provide roofing materials with the following fire -test -response characteristics: 1. Exterior Fire -Test Exposure: Class A; complying with ASTM E 108, for application and slopes indicated. 2. Fire -Resistance Ratings: ASTM E 119, for fire -resistance -rated roof assemblies of which roofing materials are a part. E. Preinstallation Conference: Before installing roofing system, conduct conference at Project site to comply with requirements of Division 1 Section "Project Meetings." Notify participants at least 5 working days before conference. 1. Meet with Owner; Architect; Owners insurer, if applicable; testing and inspecting agency representative; roofing Installer; roofing system manufacturer's representative; deck Installer; and installers whose work interfaces with or affects roofing, including installers of roof accessories and roof -mounted equipment. F. Standard Roofing Manufacturer's Warranty. Submit a written warranty, without monetary limitation, signed by roofing system manufacturer agreeing to promptly repair leaks in the roof membrane and base flashings resulting from defects in materials or workmanship for the period of 15 years. 1.2 PRODUCTS A. APP-Modified Bituminous Sheet, Mineral -Granule Surfaced: Atactic-polypropylene-modified asphalt sheet, reinforced, with continuous layer of mineral granules factory applied to top exposed surface and a plastic film on bottom surface; suitable for application method specified; manufacturer's standard thickness, color, and weight; for use as follows: 1. Use: Base flashing. 2. Use: Finish ply of 2-ply, modified bituminous membrane roofing, 1st ply - smooth surfaced, 2nd ply - granular (15 year roof warranty). C. Asphalt Primer: ASTM D 41. D. Roofing Asphalt: ASTM D 312, Type III or Type IV, as recommended by modified bituminous membrane manufacturer. E. Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required by roofing system manufacturer for application. F. Fasteners: Factory -coated steel fasteners and metal or plastic plates complying with corrosion -resistance provisions of FM 4470 and acceptable to roofing system manufacturer. G. Miscellaneous Accessories: Provide miscellaneous accessories recommended by roofing system manufacturer for intended use. H. Base Sheet: Unperforated, asphalt -saturated and -coated organic felt, dusted with fine mineral surfacing on both sides, complying with ASTM D 2626. Coordinate installation over plywood substrate. 1.3 EXECUTION A. Install modified bituminous membrane roofing system according to roofing system manufacturer's written instructions and applicable recommendations of NRCA/ARMA's "Quality Control Recommendations for Polymer Modified Bitumen Roofing." 1. Install roofing system according to applicable specification plates of NRCA's "The NRCA Roofing and Waterproofing Manual." 2. Where roof slope exceeds 1/4 inch per 12 inches (1:24), run sheets of modified bituminous membrane roofing parallel with slope. Bocknail top ends of sheets to nailer strips. C. Cant Strips: Install and secure preformed 45-degree cant strips at junctures of modified bituminous membrane roofing system with vertical surfaces or angle changes greater than 45 degrees. D. Asphalt Heating: Heat roofing asphalt and apply within plus or minus 25 deg F (14 deg C) of equiviscous temperature, unless otherwise required by roofing system manufacturer. Do not raise roofing asphalt temperature above the equiviscous temperature range more than one hour before time of application. Do not exceed roofing asphalt manufacturers recommended temperature limits during roofing asphalt heating. Do not heat roofing asphalt within 25 deg F (14 deg C) of flash point. Discard roofing asphalt maintained at a temperature exceeding 500 deg F (260 deg C) for more than 4 hours. Keep kettle lid closed, unless adding roofing asphalt. E. Base Sheet: Install one lapped course of base sheet according to roofing system manufacturers written instructions, extending sheet over and terminating beyond cants. F. Roof Membrane: Install modified bituminous membrane over area to receive roofing, according to manufacturers written instructions. Extend modified bituminous membrane over and terminate beyond cants. 1. Two -Ply, Modified Bituminous Membrane: Install 2 plies of modified bituminous membrane, consisting of a base ply and a finish ply, starting at low point of roofing system and torch apply each ply to substrate. 2. Laps: Accurately align sheets, without stretching, and maintain uniform side and end laps. Stagger end laps. Heat -weld side and end laps and completely seal by rolling, leaving no voids. Repair tears and voids in laps and lapped seams not completely sealed. G. Install base flashing consisting of base -sheet backer and modified bituminous membrane base flashing and secure to substrates according to roofing system manufacturers written instructions. H. Install modified bituminous stripping where metal flanges and edgings are set on membrane roofing, according to roofing system manufacturers written instructions. I. Roof Drains: Set 30-by-30-inch (760-by-760-mm) metal flashing in bed of asphalt roofing cement on completed rodified bituminous membrane roofing. Cover metal flashing with modified bituminous stripping extending a minimum of 4 inches (100 mm) beyond edge of metal flashing onto field of roof membrane. Clamp roof membrane, metal flashing, and stripping into roof -drain clamping ring. J. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion and submit report to Architect. K. Protect modified bituminous membrane roofing from damage and wear during remainder of construction period. When remaining construction will not affect or endanger roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written report, with copies to Architect and Owner. L. Correct deficiencies in or remove modified bituminous roofing that does not comply with requirements, repair substrates, reinstall roofing, and repair base flashings to a condition free of damage and deterioration at the time of Substantial Completion and according to warranty requirements. END OF SECTION 07551 SECTION 07620 - SHEET METAL FLASHING AND TRIM 1.1 GENERAL A. Submittals: Product Data, Shop Drawings, and Samples for each item specified. B. Related Sections: Section 07311 Roof Shingles Section 07720 Roof Accessories Section 07901 Joint Sealants Section 08111 Standard Steel Doors and Frames Section 07460 Siding Section 08520 Aluminium Windows 1.2 PRODUCTS A. Aluminium and Fabricate sheet metal flashing and trim to comply with recommendations of SMACNA's "Architectural Sheet Metal Manual" that apply to the design, dimensions, metal, and other characteristics of the item indicated. 1. Gutters: Minimum .040 inch thick prefinished aluminum for configuration as designated on drawings. Shop Finish, Rain Drainage: Baked -on, white -acrylic shop finish on gutters, downspouts, and similar exposed units; 1.0-mil. (0.025-mm) dry film thickness. 2. Downspouts: Minimum .024 inch thick prefinished aluminum for configuration as designated on drawings. Shop Finish, Rain Drainage: Baked -on, white -acrylic shop finish on gutters, downspouts, and similar exposed units; 1.0-mil. (0.025-mm) dry film thickness. 3. Sheet Metal Materials: Furnish the following sheet metal materials: a. Galvanized -Steel Sheets: ASTM A 526, G 90 (ASTM A 526M, Z 275) hot -dip galvanized steel with coating designation according to ASTM A 525 (ASTM A 525M), mill phosphatized where indicated for painting; 0.0217 inch (0.55 mm) thick, unless otherwise indicated. b. Metal Drip Edge: Brake -formed Aluminum/Baked on finish with at least a 2-inch (50-mm) roof deck flange and a 1-1/2-inch (38-mm) fascia flange with a 3/8-inch (9.6-mm) drip at lower edge. Furnish in lengths of 8 or 10 feet (2.5 or 3 m). Material: Aluminum sheets, 24 gauge prefinished for fascia and drip edge. c. Metal and Counter Flashing: Job -cut to sizes and configurations required. Material to be 24 gauge galvanized -steel sheets, prefinished. d. Open -Valley Metal Flashing: Preformed, inverted "V" profile at center of valley and extending at least 9 inches (230 mm) in each direction from centerline of valley. Material to be 24 gauge galvanized -steel sheets. e. Vent Pipe Flashing: Lead conforming to ASTM B 749, Type L51121, at least 1/16 inch (1.6 mm) thick, unless otherwise indicated. f. Door pans at upper levels (2nd floor and greater) minimum .040 aluminum, prefinished. Set in continuous bed of butyl sealant. g. Concrete Topping Termination "T" flashing: 24 gauge stainless steel with 1/4" weeps ® 16" o.c. h. Coil -Coated Galvanized Steel Sheet Finish: 2-coat fluoropolymer Hylor 5000 or Kynor 500. (Prefinished drips.) 1. Color and Gloss: As indicated by manufacturers color and gloss designations. 2. Color and Gloss: Match Architect's sample. i. Shop Finish, Rain Drainage: Baked -on, white -acrylic shop finish on gutters, downspouts, and similar exposed units; 1.0-mil (0.025-mm) dry film thickness. GI 5 1.3 EXECUTION A. Installation: Comply with manufacturer's instructions and SMACNA's "Architectural Sheet Metal Manual" allow for thermal expansion; set true to line and level as indicated. Install Work with laps, joints, and seams permanently watertight and weatherproof; conceal fasteners where possible. 1. Roof -Edge Flashings: Secure metal flashings at roof edges according to FM Loss Prevention Data Sheet 1-49 for specified wind zone. B. Expansion Provisions: Provide for thermal expansion of exposed sheet metal Work. Space movement joints at maximum of 10 feet (3 m) with no joints allowed within 24 inches (610 mm) of corner or intersection. Where lapped or bayonet -type expansion provisions in Work cannot be used or would not be sufficiently weatherproof and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm) deep, filled with mastic sealant (concealed within joints). C. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin edges of sheets to be soldered to a width of 1-1/2 inches (38 mm), except where pretinned surface would show in finished Work. D. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastorneric sealant to comply with SMACNA standards. Fill joint with sealant and form metal to completely conceal sealant. E. Seams: Fabricate nonmoving seams in sheet metal with flat -lock seams. Tin edges to be seamed, form seams, and solder. F. Seams: Fabricate nonmoving seams in aluminum with flat -lock seams. Form seams and seal with epoxy seam sealer. Rivet joints for additional strength. G. Separations: Separate noncompatible metals or corrosive substrates with a coating of asphalt mastic or other permanent separation as recommended by manufacturer. H. Counterflashings: Coordinate installation with installation of assemblies to be protected by counterflashing. Install counterflashings in reglets or receivers. Secure in a waterproof manner by means of snap -in installation and sealant, lead wedges and sealant, interlocking folded seam, or blind rivets and sealant. Lap counterflashing joints a minimum of 2 inches (50 mm) and bed with sealant. I. Roof -Drainage System: Coordinate installation with roofing installation. Coordinate flashing and sheet metal items for steep -sloped roofs with roofing installation. J. Valleys: Comply with ARMA and NRCA recommendations. Construct the following valleys: 1. Metal open valleys. K. Flashing: Install metal flashing and trim according to details and recommendations of the "Asphalt Roofing" section of "The NRCA Steep Roofing Manual" and ARMA's "Residential Asphalt Roofing Manual." END OF SECTION 07620 SECTION 07720 - ROOF ACCESSORIES 1.1 GENERAL A. Submittals: Per Conditions of Contract and Division 1. B. Product data for each type of product specified. C. Shop drawings showing fabrication and installation of each roof accessory specified. D. Samples representing color, texture, shape, and sizes of each roof accessory specified. 1.2 PRODUCTS A. Ventilated Soffit Panel: Fabricated from the following materials and including the following features: 1. Material: Aluminum Sheet 2. Thickness: 0.019 inch nominal. 3. Finish: Manufacturer's standard primer and baked on acrylic top coat. 4. Color: White. B. Roof Vents: Provide units of sizes, style, and profile indicated, fabricated from the following materials and including the following features: 1. Material: 24 Gage galvanized steel, Zinc -coated steel, prime painted. 2. Insect Screens: 14-by-18 mesh with 0.0123-inch-diameter anodized aluminum wire. 3. Paint to match roof shingle color. 4. Refer to drawings for sizes. 1.3 EXECUTION A. Installation: Comply with manufacturer's instructions and recommendations. Coordinate with installation of roof deck and other substrates to receive accessory units. Coordinate with vapor barriers, roof insulation, roofing and flashing installation to ensure that combined elements are waterproof and weathertight. Anchor units securely to supporting structural substrates, adequate to withstand lateral and thermal stresses, as well as inward and outward loading pressures. 1. Except as otherwise indicated, install roof accessory items according to construction details of NRCA "Roofing and Waterproofing Manual." B. Clean exposed metal and plastic surfaces according to manufacturer's instructions. Touch up damaged metal coatings. END OF SECTION 07720 SECTION 07901 - JOINT SEALANTS 1A GENERAL A. Preconstruction Joint Sealant -Substrate Tests: Submit substrate materials representative of actual joint surfaces to joint sealant manufacturer for laboratory testing of joint sealants for adhesion to primed and unprimed substrates and for compatibility with joint substrates and other joint -related materials. B. Submittals: In addition to product data submit the following: 1. Samples of each type and color of joint sealant required. 2. Certified test reports for joint sealants evidencing compliance with requirements. 1.2 RELATED SECTIONS Section 07311 Roof Shingles Section 07460 Siding Section 07620 Sheet metal flashing and trim Section 07720 Roof Accessories Section 07901 Joint Sealants Section 08111 Standard steel doors and frames Section 08520 Aluminum Windows 1.3 PRODUCTS A. Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions, as demonstrated by testing and field experience. B. Colors: Provide color, as selected by Architect from manufacturer's standard colors. C. Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing, elastomeric sealant of base polymer indicated complying with ASTM C 920 requirements. D. Acrylic Sealant: One -part, nonsag, solvent -release -curing acrylic terpolymer sealant complying with AAMA 808.3 or FS TT-S-00230, or both, with capability, when tested per ASTM C 719, to withstand the following percentage change in joint width existing at time of application without failing adhesively or cohesively: 1. Maximum cyclic movement capability. plus or minus 12-1/2 percent. E. Butyl Sealant: Manufacturer's standard one -part, nonsag, solvent -release -curing, polymerized butyl sealant complying with ASTM C 1085 and formulated with minimum of 75 percent solids to be nonstaining, paintable, and have a tack -free time of 24 hours or less. F. Acrylic -Emulsion Sealant: One -part, nonsag, mildew -resistant, paintable, acrylic -emulsion sealant complying with ASTM C 834. G. Silicone -Emulsion Sealant: Product complying with ASTM C 834 and, except for weight loss measured per ASTM C 792, with ASTM C 920, that accommodates joint movement of not more than 25 percent in both extension and compression for a total of 50 percent. H. Acoustical Sealant for Concealed Joints: Nondrying, nonhordening, nonskinning, nonstaining, gunnable, synthetic rubber sealant recommended for sealing interior concealed joints to reduce transmission of airborne sound. I. Tape Sealant: Solvent -free, butyl -based tape sealant with a solids content of 100 percent formulated to be nonstaining, paintable, and nonmigrating in contact with nonporous surfaces with or without reinforcement thread to prevent stretch and packaged on rolls with release paper on one side. J. Preformed Foam Sealant: Preformed, precompressed, open -cell, high -density urethane foam sealant impregnated with a nondrying, water-repellent agent; in precompressed sizes and in roll or stick form to fit joint widths indicated; permanently elastic, mildew -resistant, nonmigratory, nonstaining, compatible with joint substrates and other joint sealants; and as follows: 1. Impregnating Agent: Manufacturer's standard. 2. Density. Manufacturer's standard. 3. Backing: Pressure -sensitive adhesive factory applied to one side, with protective wrapping. K. Sealant Backings, General: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. 1. Plastic Foam Joint Fillers: Preformed, compressible, resilient, nonwaxing, nonextruding strips of plastic foam of material indicated below, and of size, shape, and density to control sealant depth and otherwise contribute to producing optimum sealant performance. a. Open -cell polyurethane foam. 2. Elastomeric Tubing Joint Fillers: Neoprene, butyl, EPDM, or silicone tubing complying with ASTM D 1056, nonabsorbent to water and gas, and capable of remaining resilient at temperatures down to -26 deg F (-32 deg C). 3. Bond -Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer for preventing bond between sealant and joint filler or other materials at back of joint. L. Primer: As recommended by joint sealant manufacturer where required for adhesion of sealant to joint substrates indicated. 1.3 EXECUTION A. General: Comply with joint sealant manufacturer's instructions applicable to products and applications indicated: Pipe, wire, conduit, meter boxes and any other exterior wall protections to be sealed continuous. B. Sealant Installation Standard: Comply with ASTM C 1193. C. Acoustical Sealant Application Standard: Comply with ASTM C 919 for use of joint sealants in acoustical applications. END OF SECTION 07901 SECTION 08111 - STANDARD STEEL DOORS AND FRAMES 1.1 General: A. Related Sections: Section 06100 Rough carpenty Section 07901 Joint Sealants Section 08710 Door Hardware B. Submittals: With manufacturer's standard details and specifications for steel doors and frames, submit shop drawings showing application to project, as required. C. Standards: In addition to other specified requirements, comply with Steel Door Institute "Recommended Specifications for Standard Steel Doors and Frames" ANSI/SDI-100. 1.2 Products: A. Manufacturer: Subject to complaince with requirements, manufacturers offering products which may be in the work include, but are not limited to the following: 1. Amweld Building Products, Inc. 2. Ceco Corp. 3. Curries Company. 4. Fenestro Corp. 5. Mesker Door Co. 6. Pioneer Industries. 7. Premier Products, Inc. (Formerly Dittco). 8. Republic Builders Products. 9. Steelcraft Manufacturing Co. S. Hot -Rolled Steel Sheets and Strip: Commercial quality carbon steel, pickled and oiled, complying with ASTM A 569 and ASTM A 568. C. Cold -Rolled Steel Sheets: Commercial quality carbon steel, complying with ASTM A 366 and ASTM A 568. D. Galvanized Steel Sheets: Zinc -coated carbon steel sheets of commercial quality, complying with ASTM A 526, or drawing quality, ASTM A 642, hot dipped galvanized in accordance with ASTM A 525, with A60 or G60 coating designation, mill phosphatized. E. Supports and Anchors: Fabricate of not less than 18-gage sheet steel; galvanized where used with galvanized frames. F. Shop Applied Primer: Rust -inhibitive enamel or paint, either air -drying or baking, suitable as a base for specified finish paints complying with ANSI A224.1. G. Fire -Rated Assemblies: Provide units that display appropriate UL or FM labels for fire -rating indicated. H. Fabrication: Fabricate units to be rigid, neat in appearance, and free from defects, warp or buckle. Weld exposed joints continuously, grind, dress, and make smooth, flush and invisible. I. Prepare steel doors and frames to receive mortised and concealed finish hardware, including cutouts, reinforcing, drilling and topping, complying with ANSI A 115 "Specifications for Door and Frame Preparation for Hardware." 1. Reinforce units to receive surface -applied finish hardware to be field applied. 2. Locate finish hardware as indicated or, if not indicated, per DHI "Recommended Locations for Builder's Hardware." J. For fire -rated doors, provide tightly fitted, spring loaded, automatic closing louvers, with operable blades retained by fusible links. Rating label some as door units. K. Doors: SDI grades and models specified below or as indicated on drawings or schedules: 1. Apartment Building Exterior Doors: ANSI/SDI-100, Grade I, standard duty, Model 1, minimum 24-gage cold -rolled steel faces. 2. Amenity Building Exterior Doors: ANSI/SDI-100, Grade I, standard duty, Model 2, minimum 16-gage galvanized steel faces. L. Frames: Comply with ANSI/SDI-100, of the types and styles indicated, for materials quality, metal gages, and construction details. 1. Provide standard rated hollow metal frames for doors, transoms, sidelights, borrowed lights, and other openings as indicated on drawings. a. Fabricate frames with mitered or coped corners knocked -down, for field assembly. b. Optional rated frame assembly systems: 1. Slimfold - Redifrome 2. Benchmark Adjustafit 2. Prepare frames to receive 2 silencers on strike jambs of single -door frames and on heads of double -door frames. 3. Provide 26-gage steel plaster guards or mortar boxes, welded to frame, at back of hardware cutouts where installed in concrete, masonry or plaster openings. 4. Form exterior frames from 16-gage galvanized steel. 1.3 Execution: A. Installation: Install hollow -metal units in accordance with manufacturer's instructions and final shop drawings (if any). Fit doors to frames and floors with clearances specified in ANSI/SDI-100. 1. Install frames in accordance with SDI 105. 2. Install fire -rated units in accordance with NFPA Std. No. 80. 3. Finish hardware is specified in another Division 8 section. END OF SECTION 08111 SECTION 08211 - FLUSH/PANEL WOOD DOORS 1.1 GENERAL Related Sections: a. 08710 Door Hardware b. 09900 Painting c, 07901 Joint Sealants A. Submittals: In addition to product data, submit the following: 1. Shop drawings indicating location and size of each door, elevation of each kind of door, details of construction, location and extent of hardware blocking, fire ratings, requirements for veneer matching and factory finishing and other pertinent data. For factory -machined doors, indicate dimensions and locations of cutouts for locksets and other cutouts adjacent to light and louver openings. 2. Samples of actual materials in small sections for each face material and finish. B. Quality Standard: Comply with the following standard: 1. NWWDA Quality Standard: I.S.1-A, "Architectural Wood Flush Doors," of the National Wood Window and Door Association. 2. AWI Quality Standard: "Architectural Woodwork Quality Standards" of the Architectural Woodwork Institute, 3. WIC Quality Standard: "Manual of Millwork" of the Woodwork Institute of California. 4. Hardware - Section 08710 ii Aatlilllll8i A. Manufacturers: Subject to compliance with requirements, manufacturers offering products which may be included into the project include, but are not limited to the following: 1. Algoma Hardwoods Inc. 2. Buell Door Co. 3. Chappell Door Co. 4. Eggers Industries, Architectural Door Division, 5. Graham Manufacturing Corp. 6. Weyerhouser Co. B. Interior Solid Core Doors for Opaque Finish: As follows: 1. Faces: Hardboard. 2. Grade: Economy, 3. Construction: Hardboard faces glued directly to core. 4. Core: Particleboard core. 0 NOTES Lo S 12/22/200io ISSUE FOR PElfi'11T F Q 4 12/21/2000 BID SET 3 08/12/99 f'RELIMIN,4RY 51D Q 2 01/14/99 BID SET RI=VIEW I 06/18/99 OWNER REVIEW Rev. No Date Issue History el FUGLEHERG KOCH ARCHITECTS Orlando 2555 Temple Trail, winter Park, FI. 32789 (407) 629-0595 (3 V) LJ Y 0 J _ FILE, PLOT SCALE, 1�y-1f -O° LAST PLOT 1 2 3 4 5 6 1 8 9 10 0 C E F n i cC:l L� .I 0 0 as w L� Lw Uri 3 Q L3 3 q ry Q M Cl) III ry w T 0 L z z 0 4 F- w w 0 v w v C. Interior Hollow Core Doors for Opaque Finish: As follows: 1. Faces: Hardboard. 2. Grade: Economy. 3. Core: Standard 'hollow core. D. Fabricate flush wood doors to comply with following requirements: 1. In sizes indicated for job -site fitting. 2. Factory fit doors to comply with clearance requirements of referenced quality standard. 3. Factory machine doors for hardware that is not surface applied. a. Metal Astragals: Premachine astragals and formed -steel edges for hardware for pairs of fire -rated doors. 4. Openings: Cut and trim openings through doors to comply with applicable requirements of referenced standards for kind(s) of door(s) required. a. Light Openings: Trim openings with moldings of material and profile indicated. b. Louvers: Factory install louvers in prepared openings. 5. Provide metal flashing at top of outswinging exterior units. E. Shop prime exposed portions of doors for paint finish with one coat of wood primer specified in Division 9 Section "Painting." 1.3 EXECUTION A. Install wood doors to comply with manufacturers instructions and referenced quality standard and as indicated. B. Align and fit doors in frames with uniform clearances and bevels. Machine doors for hardware. Seal cut surfaces after fitting and machining. C. Factory -Fitted Doors: Align in frames for uniform clearance at each edge. END OF SECTION 08211 SECTION 08263 m SLIDING WOOD -FRAMED GLASS DOORS 1.1 GENERAL Retain one door type from three paragraphs below. A. This Section includes bare or prime -coated, sliding wood -framed glass doors. B. This Section includes aluminum -clad, sliding wood -framed glass doors. C. This Section includes vinyl -clad, sliding wood -framed glass doors. 1. Comply with provisions of NWWDA I.S. 3 for standards of performance, materials, components, and fabrication unless more stringent requirements are indicated. Paragraph below concurs with ASTM E 1300 and requirements in GANA's "Glazing Manual" for stiffness of glass framing systems. Retaining below may require manufacturers to provide a custom door, D. Deflection: Design glass framing system to limit lateral deflections of the edges of the glass to less than 1/175 of glass -edge length at design pressure based on structural computations. E. NWWDA Performance Requirements: Provide sliding wood -framed glass doors for design pressure (DP) rating indicated that comply with NWWDA I.S. 3 for performance requirements based on testing manufacturers doors representative of those specified, complying with NWWDA I.S. 3 for test sizes and in conformance with local codes and per wind design as indicated on drawings. F. Thermal Transmittance: Provide sliding wood -framed glass doors, labeled and certified according to NFRC's Product Certification Program, with the U-value as determined according to NFRC 100: 1. U-Value: 0.56 Btu/sq. ft. x h x deg F (3.17 W/sq, m x K) for double -glazed, unfinished, sliding wood -framed glass doors. 2. U-Value: 0.57 Btu/sq. ft. x In x deg F (3.23 W/sq. m x K) for double -glazed, aluminum -clad, sliding wood -framed glass doors. 3. U-Value: 0.56 Btu/sq. ft. x h x deg F (3.17 W/sq. m x K) for double -glazed, vinyl -clad, sliding wood -framed glass doors. G. Submittals: As follows: 1. Product Data: For each type of sliding wood -framed glass door indicated, including construction details and fabrication methods; profiles and dimensions of individual components; data on hardware, accessories, and finishes; and recommendations for maintaining and cleaning exposed surfaces. Retain subparagraph below if deflection limit is specified. 2. Shop Drawings: For each type of sliding wood -framed glass door indicated. Include information not fully detailed in manufacturers standard Product Data. Include structural analysis data, signed and sealed by the qualified professional engineer responsible for their preparation, used to determine deflection limitations of glass framing systems. 3. Samples for Initial Selection: For typical frame members, one 12-inch- (300-mm-) long section in the specified finish. If finish involves color and texture variations, include sample sets consisting of two or more units showing the full range of variations expected. 4. Samples for Verification: Architect reserves the right to require additional Samples that show fabrication techniques, workmanship, and design of sliding glass door, hardware, and accessories. 5. Product Test Reports: From a qualified testing agency indicating that each type, grade, and size of sliding glass door complies with requirements, based on comprehensive testing of current products within the last four years. Test results based on use of downsized test doors will not be accepted. H. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for determining wind loads for sliding wood -framed glass door installations that are similar to those indicated for this Project in material, design, and extent. I. Product Options: Drawings indicate size, profiles, dimensional requirements, and aesthetic effects of sliding wood -framed glass doors and are based on the specific doors indicated. Other manufacturers' products with equal performance characteristics may be considered provided deviations in size, profile, and dimensions are minor and do not alter the aesthetic effect. Refer to Division 1 Section "Substitutions." J. Safety Glass: Category II materials complying with testing requirements in 16 CFR 1201 and ANSI Z97.1. K. Glazing Publications: Comply with written recommendations of glass manufacturers and GANA's "Glazing Manual," unless more stringent requirements are indicated. 1.2 PRODUCTS A. Manufacturers: Subject to compliance with requirements, provide products by a recognized manufacturer/fabricator for the following and as designated on the drawings. 1. Bare or Prime -Coated, Sliding Wood -Framed Glass Doors: 2. Aluminum -Clad, Sliding Wood -Framed Glass Doors: 3, Vinyl -Clad, Sliding Wood -Framed Glass Doors: B. Wood: Clear ponderosa pine or another suitable fine-grained lumber; kiln -dried to a moisture content of 6 to 12 percent at time of fabrication; free of visible finger joints, blue stain, knots, pitch pockets, and surface checks larger than 1/32 inch (0.8 mm) deep by 2 inches (51 mm) wide; water-repellent preservative treated after machining according to NWWDA I.S. 4. C. Aluminum Cladding: Manufacturer's standard formed sheet or extruded -aluminum cladding, mechanically bonded to exterior exposed wood members; with manufacturer's standard baked -enamel finish complying with paint manufacturer's specifications for cleaning, conversion coating, and painting; color as selected by Architect from manufacturer's full range. D. Vinyl Cladding: Manufacturer's standard vinyl cladding consisting of a rigid PVC sheath, complying with ASTM D 1784, Class 14344-C, not less than 35-mil (0.9-mm) average thickness; mechanically bonded to exterior exposed wood members; with permanent white paintable finish. E. Wood Trim and Glazing Stops: Material and finish to match frame members. F. Clad Trim and Glazing Stops: Hollow extrusions or clad wood material and finish to match frame members. G. Fasteners: Comply with NWWDA I.S. 3 for fabrication and with manufacturer's written recommendations and standard industry practices for type and size of galvanized or corrosion -resistant installation fasteners. H. Anchors, Clips, and Accessories: Aluminum, nonmagnetic stainless steel, or zinc -coated steel or iron complying with ASTM B 633 for SC 3 (severe) service conditions; provide sufficient strength to withstand design pressure indicated. I. Compression -Type Weather Stripping: Manufacturer's standard system and materials designed for permanently resilient sealing under bumper or wiper action, and completely concealed when sliding wood -framed glass door is closed. J. Sliding -Type Weather Stripping: Provide woven -pile weather stripping of wool, polypropylene, or nylon pile and resin -impregnated backing fabric. Comply with AAMA 701 /702. K. Glass: Provide insulating -glass units that comply with safety glazing requirements and with Division 8 Section "Glazing." L. Glazing System: Provide manufacturers standard glazing system that produces weathertight seal. Revise paragraph below if additional requirements for hardware items or performance are wanted. Insert key -operated cylinders here or in Division 8 Section "Door Hardware." M. Hardware: Manufacturer's standard hardware fabricated from aluminum, stainless steel, or other corrosion -resistant material compatible with door materials; designed to smoothly operate, tightly close, and securely lock sliding wood -framed glass doors. N. Insect Screens: Manufacturer's standard screen complying with SMA 2006 and the following: 1. Glass -Fiber Mesh: 18-by-14 (1.4-by-1.8-mm) or 18-by-16 (1.4-by-1.6-mm) mesh of vinyl -coated glass -fiber threads; woven and fused to form a fabric mesh resistant to corrosion, shrinkage, stretch, impact damage, and weather deterioration; complying with ASTM D 3656. Charcoal gray color. 2. Wire Fabric: 18-by-16 (1.2-by-1.6-mm) mesh of 0.011-inch- (0.25-mm-) diameter, coated aluminum wire; complying with IWS 089, Type III. Charcoal gray finish. 0. Grilles: Removable grilles of extruded, rigid PVC, in design indicated on Drawings, attached to inside face of each lite. Color as selected by Architect from manufacturer's full range. P. Fabrication: Fabricate sliding wood -framed glass doors in sizes indicated that comply with NWWDA I.S. 3 for DP rating indicated. Include a complete system for assembling components and anchoring doors. Fabricate doors that are reglazable without dismantling panel framing. Provide a tight -fitting, removable, framed insect screen, with a minimum of exposed fasteners and latches, for each operable sliding door panel. Q. Factory -Glazed Fabrication: Glaze sliding wood -framed glass doors in the factory where practical and possible for applications indicated. Provide nailed or snap -on -type glazing stops, coordinated with glass and glazing system indicated. Comply with requirements in Division 8 Section "Glazing" and with NWWDA I.S. 3. R. Wood Finish: Provide the following finish on exposed wood; color as selected by Architect from manufacturer's full range: 1. Shop -Primed Doors: Provide manufacturer's standard shop -prime coat on exterior wood surfaces only. 2. Shop -Finished Doors: Provide fabricator's standard shop finish consisting of prime coat and two finish coats;3-mil (0.76-mm) dry film thickness. Apply finish to both exterior and interior wood surfaces. 1.3 EXECUTION A. Installation: Comply with manufacturer's written instructions for installing doors, hardware, accessories, and other components. Set doors level, plumb, and true to line, without warp or rack of frames and panels. Provide proper support and anchor securely in place. Set sill members in bed of sealant or with joint fillers or gaskets, as indicated, to provide weathertight construction. B. Adjust operating panels, screens, and 'hardware to provide a tight fit at contact points and weather stripping for smooth operation and weathertight closure. Lubricate hardware and moving parts. C. Clean wood surfaces and glass immediately after installing sliding wood -framed glass doors. Comply with manufacturers written recommendations for final cleaning and maintenance. Avoid damaging protective coatings and finishes. Remove nonpermanent labels, excess glazing and sealants, dirt, and other substances. D. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during the construction period. E. Protect sliding wood -framed glass doors from damage or deterioration until time of Substantial Completion. END OF SECTION 08263 SECTION 08351 - FOLDING DOORS 1.1 GENERAL A. Submittals: Submit product data and shop drawings for each folding door, samples of facing or outer covering material indicated, and door schedule that includes folding doors. 1.2 PRODUCTS A. Bifold Doors: Folding panel doors hinged together in pairs and supported on pivots at jamb, with floor and overhead track and door guide pins; sizes and profile as indicated. 1. Metal Panels: Formed from minimum 0.0239-inch- (0.6-mm-) thick cold -rolled steel sheet with baked -enamel factory finish. 2. Hardware: Hinges, pivots, and rollers factory installed. Zinc -plated steel guides and spring -loaded pivot pins with nylon bushings and nylon tips; brass pulls and excutcheon plate. 3. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Benchmark (General Products Co., Inc.) b. Flootaway Home Products, Inc. c. Slimfold Mfg. Co., Inc. 1.3 EXECUTION A. Installation: Comply with manufacturer's printed installation instructions. Install track in one piece. Provide 1/4- to 3/4-inch (6.4- to 19-mm) maximum clearance above floor finish. B. Adjust units as necessary to ensure smooth, quiet operation without warping or binding. Check and readjust operating hardware so that latches engage accurately and securely without forcing or binding. END OF SECTION 08351 SECTION 08520 - ALUMINUM WINDOWS 1.0 Summary. A. This section includes Residential Grade Alumnimum Windows of the performance classs indicated. Window types required include the following: 1. Single hung windows. 2. Single hung windows with integral muntins. 3. Fixed units with integral muntins. 1.1 General Definitions: A. System Performance Requirements: Provide aluminum window units that comply with requirements specified, as demonstrated by testing manufacturer's stock systems according to test methods indicated. B. Design Requirements: Comply with structural performance, air infiltration, and water penetration requirements indicated in AAMA 101 for type, grade, and performance class of windows required and in conformance to local codes and wind load as indicated on the drawings. 1. Structural test pressure, wind load test, is equivalent to 150 percent of the design pressure. 2. Water -leakage -resistance test pressure is equivalent to 15 percent of the design pressure with 2.86 Ibf/sq. ft, (137 Pa) as a minimum for Residential, Commerical, and Heavy -Commercial Grade windows. C. Submittals: Submit the following: 1. Product data, including construction details and fabrication methods; profiles and dimensions of individual components; data on hardware, accessories, and finishes; and recommendations for maintenance and cleaning of exterior surfaces. 2, Samples of each finish on 12-inch-long sections of window members. Where finishes involve normal color variations, include sets showing full range of variations. 3. Certification by an independent testing laboratory showing that windows comply with performance requirements indicated. a. Product Test Reports: From a qualified testing agency indicating that each type, grade, and size of sliding glass door complies with requirements, based on comprehensive testing of current products within the last four years. Test results based on use of downsized test doors will not be accepted. b. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for determining wind loads for sliding wood -framed glass door installations that are similar to those indicated for this Project in material, design, and extent. 4. Warranty a. Submit a written warranty signed by aluminum window manufacturer agreeing to repair or replace window components that fail in materials or workmanship within the specified warranty period. Failures include, but are not limited to the following: 1. Structural failure including excessive deflection, water leakage, air infiltration, or condensation. 2. Faulty operation of sash and hardware. 3. Deterioration of metals, metal finishes and other materials beyond normal weathering. b. Warranty Period: 5 Years after date of substantial completion. D. Design Requirements: Comply with air infiltration, water penetration and structural performance requirements indicated in the most recent AAMA 101 test for the type, grade and performance class of window units required. 1. The "Performance Class Number" included as a part of the window designation system is the actual design pressure in pounds per sq. ft. used to determine the structural test pressure and the water test pressure. 2. Where the required design pressure exceeds the minimum for the specified window grade, comply with requirements of the most recent AAMA 101 test, Section 3, 'Optional Performance Classes' for higher than minimum performance class. 3. Design wind velocity at the project site is as specified in the construction documents and as per local building code. E. Sizes and Profiles: Required sizes for window units and profile requirements are indicated on the drawings. Variable dimensions are indicated along with maximum and minimum dimensions as required to achieve design requirements and coordination with other work. 2.0 Products: A. Manufacturers: Subject to compliance with requirements manufacturers offering products which may be incorporated in the work include, but are not limited to, the following: 1. Alcan 2. Krestmork 3. Skotty B. Types (Operation): The drawings indicate locations of operating sash, for the following types of aluminum windows: 1. Single -hung window units with single pane glass. 2. Single -hung window units with double pane glass. 3. Fixed units, no operationwith single pane glass. C. Grade (Classification): Provide window units of the following grade and performance classes: 1. Residential: Minimum R value's as designated by local building code wind load requirements. 2.1 Materials: A. Aluminum Extrusions: Alloy and temper recommended for strength, corrosion resistance, and application of finish, but not less than 22,000-psi ultimate tensile strength and not less than 0.062 inch thick at any location for main frame and sash members. B. Fasteners: Aluminum, nonmagnetic stainless steel, epoxy adhesive, or other materials warranted to be noncorrosive and compatible with window members, trim, hardware, anchors, and other components. C. Anchors, Clips, and Window Accessories: Aluminum, nonmagnetic stainless steel or zinc -coated steel complying with ASTM B 633 and with sufficient. strength to withstand design pressure indicated. D. Sliding Type Weatherstripping: Manufacturers standard at each edge of each operable sash or ventilator. Provide woven -pile weatherstripping of wood, polypropylene or nylon pile and resin impregnated backing fabric complying with AAMA-701.2. E. Hardware: Aluminum, stainless steel, or corrosion -resistant material compatible with aluminum of sufficient strength to perform the function for which it is intended. 1. Sash Balances: Manufacturer standard type (2 per sash) 2. Sash Lock: Cam action sweep lock and keeper on meeting rail. 3. Lift Handle: Continuous integral sash lift bar on bottom of lower sash. F. Insect Screens: Provide screens for each operable sash on inside or outside depending on window type. Design windows and hardware to accommodate screens in a removable, tight -fitting arrangement, with a minimum of exposed fasteners and latches. Comply with requirements of ASTM D-3656. 1. Provide plastic coated fiber fused mesh, complying with FS L-S-125. 2. Frames: Tubular -shaped extruded or formed aluminum members of 0.040-inch minimum wall thickness, with mitered or coped joints and concealed mechanical fasteners. Finish to match windows. Provide removable PVC spline -anchor concealing screen frame edge. G. Fabrication: Fabricate windows to comply with indicated standards. Include complete system for assembly of components and anchorage of windows. Provide units that are reglazable without dismantling sash or ventilator framing. H. Weepholes: Provide weepholes and internal passages to conduct infiltrating water to the exterior. I. Mullions: Match windows. Provide anchors for support to structure and installation of windows. Allow for erection tolerances and provide for movement of windows due to thermal expansion and building deflections. J. Glazing Stops: Screw -applied or snap -on glazing stops. Finish to match window units. K. Preglazed Fabrication: Preglaze windows where possible and practical for applications indicated. Comply with "Glass and Glazing" sections of these specifications, and AAMA 101. L. Finishes: Comply with NAAMM "Metal Finishes Manual" for application and designations of finishes. Designations prefixed by "AA" conform to system established by Aluminum Association for designating aluminum finishes. 1. Aluminum Finish: Manufacturer's standard acrylic or polyester, electrostatically applied, baked on enamel coating color selected by the Architect/Owner; 1.5 mil dry film thickness applied over properly prepared substrate; comply with AAMA 603.6, as applicable. M. Glass: Manufacturer standard clear 1/8" DSB glass. Provide tempered glass where required by Code; i.e, adjacent to doors N. Sealant: See Section 07901 Joint Sealants 3.0 Execution: A. Inspect openings before beginning installation. Verify that rough or masonry opening is correct and the sill plate is level. B. Installation: Comply with manufacturers recommendations for installation of windows, hardware, operators, and other components. Set windows plumb, level, and true to line, without warp or rack of frames or sash. Anchor securely in place. 1. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action. C. Set sill head and jamb members in a bed of compound or with joint fillers or gaskets to provide weathertight construction. Coordinate installation with wall flashings and other components of the work. D. Install 6" wide "peel and stick" flashing materials at all window openings per the details and sequence indicated on the drawings. Seal window fins completely to building structure. E. Field Quality Control: Conduct on -site tests for air infiltration in accordance with ASTM E 783 and water resistance in accordance with ASTM E 1105. The Architect will select units to be tested. Windows not meeting requirements shall be corrected at no cost to the Owner. Testing shall be performed by an accredited testing agency selected by the Architect. F. Adjust sash and hardware to provide tight fit at contact points and weatherstripping, for smooth operation and weathertight closure. G. Clean aluminum promptly after installation. Avoid damage to finishes. Remove excess glazing and sealant compounds, dirt, and other substances. Lubricate hardware and other moving parts. H. Clean glass of preglazed units promptly after installation of windows. END OF SECTION 08520 Icy _ � �Z � ���� r` _,• A. The General Contractor shall provide the Owner an allowance for hardware based upon the performance based specifications found in this section. B. Submit samples of hardware items, showing each required finish from each manufacturer (for acceptance of color and texture only). C. Submit final hardware schedule organized by "hardware sets," to indicate specifically the product to be furnished for each item required on each door. 1. Furnish templates to each fabricator of doors and frames as required for hardware preparation. 2. All exterior and interior lever or passage hardware for the clubhouse to be "D" series. Provide Grade II residential hardware at entry doors to apartments and Grade III residential hardware on interior doors of apartment units. 3. Exterior butts and hinges at the clubhouse shall be stainless steel. D. For fire -rated openings provide hardware tested and listed by UL or FM (NFPA Standard 80). On panic exit devices provide UL or FM label indicating "Fire Exit Hardware." 1.2 PRODUCTS A. Manufacturers: Subject to compliance with requirements, provide products by manufacturers for various products listed below. An asterisk (*) following manufacturer's name designates manufacturer whose products are indicated in Hardware Schedule. Such products are listed in the schedule by specific reference to manufacturers catalog numbers. Except as otherwise indicated, products of equivalent quality, design, and function by other listed manufacturers may be used, subject to approval of Architect. Grade II residential within dwelling unit, 7' series for clubhouse. 1. Butts and Hinges: Hager, *McKinney, Stanley. 2. Cylinders and Locks: Apartments - Arrow, Corbin & Russwin, Falcon, Sargent, Clubhouse - Schloge*, Yale, or best. 3. Bolts: Builders Brass, Glynn -Johnson, Hager*, Ives, Quality, Stanley. 4. Exit/Panic Devices: Adams Rite, Arrow, Corbin & Russwin, Dor-O-Matic, Precision, Reed, Sargent, Von Duprin, Yale*. 5. Push/Pull Units: Baldwin, Brookline, Corbin & Russwin, Hager*, Ives, Triangle Brass, 6. Overhead Closers: Arrow, Corbin & Russwin, Dormo*, LCN, International Door Closers, Norton, Rixon-Firemark, Sargent, Yale. 7. Door Trim Units: Baldwin, Brookline, Builders Brass, Hager*, Ives, Triangle Brass. 8, Kick, Mop, and Armor Plates: Baldwin, Brookline*, Corbin & Russwin, Hager, Hiawatha, Ives Triangle Brass. 9. Sliding, Sliding Pocket, and Bifold Door Hardware: Grant*, Henderson, L. E. Johnson, Stanley. 10. Door Stripping and Seals: Hager, National Guard, Pemko, Reese*, Sealeze, Ultra, Zero. 11, Thresholds: Hager, National Guard, Pemko*, Reese. B. Finish and base material designations are indicated in accordance with ANSI BHMA A156.18 and A156.2 or the nearest traditional U.S. commercial finish. 1. Where base material and quality of finish are not otherwise indicated, provide at least the commercially recognized quality specified in ANSI/BHMA A156 series standards applicable to each particular type of hardware. Hardware for both clubhouse and apartments to be 605 finish - bright brass. C. Butts and Hinges: Provide full -mortise butt, size, weight, and quantity in accordance with requirements established for door size, weight, and frequency of use. 1. Plain -Bearing: Swaged, inner leaf beveled, rounded corners; except provide ball -bearing for doors equipped with closers. 2. Provide stainless steel self closing springhinges for all exterior doors. D. Locks, Latches, and Bolts: Provide new mosterkey system with properly sized key control system. 1. Strikes: Wrought box strikes with extended lip for latch bolts, except open strike plates may be used in wood frames. Provide dust -proof strikes for foot bolts. E. Equip exit devices with dogging devices where door has closer, except when door is fire -rated. F. Locks: Equip locks with 5-pin tumbler type cylinders, in a mosterkey system linked with amenity buildings, as designate by Owner. 1. Construction Locks: Either temporary cylinders for construction period, or temporary construction keying which is automatically voided through use of Owners keys. 2. Provide 3 change keys for each lock, plus 3 masterkeys for each master key system. Stamp keys "DO NOT DUPLICATE". 3. Provide key control system, including metal cabinet with 150% capacity, envelopes, labels, tags, clips, forms, card index and markers; standard system with keys installed and index prepared by key control manufacturer. 9 10 FAI C F C� 5 12/22/2000 ISSUE FOR PERMIT r 4 12/21/2000 BID SET 3 0OA2/131B FleEL.IMINARY BID 2 0i/14/139 BID SET REVIEW Q 1 06/18/99 OUrNER REVIEW Rev. No j Date Issue History AM FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, Winter Park, FI. 32789 (407) 629-0595 ool I CITY OF 5ANFORD, FLORIDA Ck, Date 06/18/99 3659-40 PLOT SCALE, LAST PLOT, 1 2 3 4 5 FILE, 1 2 3 4 5 e i s ra X 0- c cU LJ X F_ 0 0 0_1 w II u I- U) 3 3 Q q P:� m Ln Cl) w 0� w = � w I z z Q I- IZ w I_ n 5- El C-) w Q I n A L C C 111 F M N G. Flush Bolts: Minimum of 1/2-inch-diameter brass, bronze, or stainless steel rods with minimum 12-inch-long rod. H. Overhead Closers: Where parallel -arm closers are indicated, provide units one size larger than recommended for standard -arm units. I. Holders, Stops, and Bumpers: Provide gray rubber exposed resilient parts, 1. Finish exposed metal to match hardware, except finish floor plates to match finish of thresholds. 2. Size and mount units indicated or, if not indicated, to comply with manufacturers recommendations for the exposure condition. Reinforce the substrate as recommended. J. Silencers: Provide silencers in metal door frames, unless not permitted for fire rating, or weather-stripping is provided; 3 per single -door frame, 4 per double -door frame. K. Coordinators: Provide device for pairs of doors with closers and astragal on active leaf or automatic flush bolts on inactive leaf. L. Miscellaneous Door Hardware: Provide plates, trim, letter box, viewers, knockers, and similar units as indicated. M. Armor, Kick, and Mop Plates: Fabricate protection plates not more than 1-1/2 inches less than door width on stop side and not more than 1/2 inch less than door width on pull side, x the height indicated. 1. Material: Stainless steel, 0.050 inch (U.S. 18 gage). 2. Provide .050-inch-thick (18 gage) stainless steel with beveled edges and No. 4 polish for kick plates, armor plates (regardless of finish or other hardware). N. Sliding Door Hardware Sets: Provide manufacturer's standard hardware for interior sliding doors that are not furnished as a "package" complete with hardware. 0. Bifold Door Hardware Sets: Provide manufacturers standard hardware for interior bifold doors that are not furnished as a 'package" complete with hardware. P. Manufacturers Standard Weather-stripping: Provide type, size, and profile indicated, continuous at head and jamb edges of each exterior door opening. Provide noncorrosive fasteners. Q. Thresholds: Provide thresholds complying with the Americans with Disabilities Act (ADA 1993). Extruded aluminum of type, design, and profile indicated, complete with replaceable resilient vinyl wiper -type insert and noncorrosive fasteners. 1.3 EXECUTION A. Hardware Mounting Locations: As recommended by the Door and Hardware Institute, unless indicated otherwise. B. Install each hardware item to comply with manufacturer's instructions and recommendations. C. Set thresholds for exterior doors in full bed of butyl -rubber or polyisobutyiene mastic sealant. Remove excess sealant and clean adjacent surfaces. D. Hardware Adjustment: Return to Project one month after Owner's occupancy, and adjust hardware to proper operation and function. Instruct Owners personnel in proper maintenance and adjustment. E. Hardware Schedule: Provide hardware for each door as in the following list of hardware sets: 1. HW SET 1 (Unit entry doors). Provide lever handles in compliance with ADA requirements at all ground floor units. a. Each to have: 1.5 PR BUTTS b. 1.0 ENTRANCE LOCK SET c. 1.0 DOOR STOP d. 1.0 THRESHOLD (LENGTH AS REQUIRED) e. 1.0 SET WEATHERSTRIP f. 1.0 KNOCKER/VIEWER g. 1.0 DEADBOLT OPERATED BY KEY OUTSIDE, THUMBTURN INSIDE h. 1.5 PAIR SPRING HINGES 2. HW SET 2 (Unit bedroom/bathroom doors) a. Each to have: 1.5 PR BUTTS (BY PRE -HUNG SUPPLIER) b. 1.0 PRIVACY SET c. 1.0 DOOR STOP 3. HW SET 3 (Closets) a. Each to have: 1.5 PR BUTTS (BY PRE -HUNG SUPPLIER) b. 1.0 CLOSET SET c. 1.0 DOOR STOP (INACTIVE LEAF FIXED) 4. HW SET 4 (clubhouse, pool house, trash compactor, maintenance building, and mail kiosk) Building Entry Doors). Provide lever handles in compliance with ADA requirements. a. All hardware to be "D" series. b. Each to have: 1.5 PR, 1.5 PAIR SPRING LOADED HINGES PER LEAF c. 1.0 PANIC HARDWARE (AS REQUIRED BY LOCAL AUTHORITY). d. 1.0 CLOSER (EA. LEAF) OR SPRING LOADED HINGES AS REQUIRED. e. 1.0 SET SILENCERS f. 1.0 SET THRESHOLD & WEATHER-STRIPPING 5. HW SET 5 (Clubhouse Building Exterior Doors). Provide lever handles in compliance with ADA requirements. a. All hardware to be °D° series. b. Each to have: 1.5 PR BUTTS (EA. LEAF) c. 1.0 PASSAGE LATCH SET W/DEADBOLT d. 1.0 CLOSER (EA. LEAF) OR 1.5 PAIR SPRING LOADED HINGES PER LEAF e. 1.0 SET SILENCERS f. 1.0 SET THRESHOLD & WEATHER-STRIPPING 6. HW SET 6 (Amenity Building Restroom Doors). Provide lever handles in compliance with ADA requirements. a. All hardware to be °D° series. b. 1.5 PR BUTTS c. 1.0 PRIVACY LOCKSET d. 1.0 CLOSER OR 1.5 PAIR SPRING LOADED HINGES PER LEAF, AS REQUIRED. e. 1.0 SET THRESHOLD AND WEATHER-STRIPPING (EXTERIOR ONLY) 7. HW SET (Amenity Building Interior Doors). Provide lever handles in compliance with ADA requirements. a, 1.5 PR BUTTS (EA. LEAF) b. 1.0 LOCKSET c. 1.0 CLOSER FOR ALL RATED DOORS OR 1.5 PAIR SPRING LOADED HINGES PER LEAF, AS REQUIRED 8. HW SET 8 (Maintenance and Utility Doors). Provide lever handles in compliance with ADA requirements. a, 1.5 PR BUTTS b. 1.0 PASSAGE LATCH SET WITH DEADBOLT c. 1.0 CLOSER OR 1.5 PAIR SPRING LOADED HINGES PER LEAF, AS REQUIRED d. 1.0 RAIN DRIP (at all exterior doors with no overhang coverage). END OF SECTION 08710 SECTION 0�00 -GLAZING SECTION 08830 - MIRRORED GLASS ' ° 1. Gypsum Wallboard: ASTM C 36, in thickness indicated. J. Texture Finish: As follows: 1.1 GENERAL SECTION 08970 -ALUMINUM SCREEN ENCLOSURES a. Type: Regular for vertical surfaces, unless otherwise indicated. 1. Primer: Of type recommended by texture finish manufacturer. 2. Polystyrene Aggregated Finish for Ceilings: Factory -packaged proprietary 1,1 GENERAL b. Type: Type X where required for fire -resistance -rated assemblies. c. Type: Sag -resistant type for ceiling surfaces. powder product formulated with polystyrene aggregates for mixing with water at A. System Performance Requirements: Provide glazing systems capable of A. Submittals: Product data for each type of product specified including description of materials and process used to produce mirrored glass, including 1.1 GENERAL d. Type: Proprietary type as required for specific fire -resistance -rated Project site for spray application to produce texture selected by Architect from f manufacturer's full range of 'textures, with flame -spread and smoke -developed withstandingnormal thermal movement, wind loading, and impact loading, 9� P 9 without failure including loss or glass breakage attributable to: defective source of glass, glass coating components, edge sealer, and quality control A. Submittals: Submit the following: assemblies. ratings of not more than according to ASTM E 84. y packaged proprietary y P 3. Aggregate Finish: Factory- acka ed ro rietar drying -type owder product manufacture, fabrication, and installation; deterioration of glazing materials; and provisions. 1. Product data: Include manufacturers specifications for materials and e. Edges: Tapered and featured (rounded or beveled) for prefilling, formulated with aggregate for mixing with water at Project site for spray application to produce a spotter knock -down finish. PP P P other defects in construction. 1.2 PRODUCTS fabrication, installation instructions, and recommendations for maintenance. f. Proprietary Gypsum Board Products: Subject to compliance with 1.3 EXECUTION 1. Glass Design: Provide lass lites in the thicknesses and strengths annealed 9 9 9 ( A. Available Manufacturers: Subject to compliance with requirements, B. Installer Qualifications: Engage an experienced Installer who has successfully requirements, provide one of the following products where proprietary gypsum wallboard is indicated: or heat -treated) to meet or exceed the following criteria based on analysis of manufacturers offering products that may be incorporated in the Work include, completed installations similar in material, design, and extent to that indicated. Gypsum Board Application and Finishing Standards: Install and finish Project loads and in-service conditions: but are not limited to, the following: Provide certification by manufacturer that Installer complies with requirements 1) Gyprock Fireguard C Gypsum Board; Domtar Gypsum, gypsum panels to comply with ASTM C 840 and GA-216, g a. Minimum glass thickness, nominally, of lites in exterior walls is 6.0 mm 1. American Mirror Co. indicated. 2) Firestop Type C; Georgia-Pacific Corp. 1. Install sound -attenuation blankets, where indicated, prior to installing gypsum (0.23 inch). 2. Binswanger Mirror Products 1.2 MATERIALS 3) Fire -Shield G; National Gypsum Co.; Gold Bond Building Products Division. panels unless blankets are readily installed after panels have been installed on b. Minimum glass thicknesses of lites composed of annealed or heat -treated 3. Consolidated Glass & Mirror Corp. 4) SHEETROCK Brand Gypsum Panels, FIRECODE C Core; United States Gypsum one side. lass are selected so the worst -case probability of failure does not exceed the g P y following: 4. Falconer Glass Industries, Inc. 5. Gilded Mirrors, Inc. A. Aluminum Members: Alloy and temper recommended by the manufacturer Co. 5) SHEETROCK Brand Gypsum Panels, ULTRACODE Core; United States Gypsum 2. Install ceiling board panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in the central area of 6. Messer Industries for strength, corrosion resistance, and application of required finish; comply Co, each ceiling. Stagger abutting end joints of adjacent panels not less than one 1) 8 lites per 1000 for lites set vertically or not over 15 degrees off vertical 7. Weaver Mirrors, Inc. with ASTM B 209 for aluminum sheet or plate and ASTM B 221, alloy 6063-T5, or equivalent, for aluminum extrusions. 2. Gypsum Board Base Layer(s) for Multilayer Applications: ASTM C 36, in framing member. 3. Isolate perimeter of nonfood -bearing gypsum board partitions at structural and under wind action. B. Primary Glass: Float glass complying with ASTM C 1036 requirements for B. Reinforcing, Fasteners, and Hardware: Where metals other than aluminum thickness indicated, abutments, except floors, as detailed. Provide 1/4- to 1/2-inch- wide spaces at these locations and trim edges with U-bead edge trim where edges of B. Submittals: In addition to product data, submit 12-inch-square samples of Type I (transparent, flat) and for class and quality indicated below: are standard with the manufacturer for concealed reinforcing, fasteners, and a. Type: Regular for vertical surfaces, unless otherwise indicated. gypsum panels are exposed. Seal joints between edges and abutting structural each type of glass indicated, except for clear monolithic glass products, and hardware, use stainless steel or other noncorrosive materials that are b. Type: Type X where indicated or required for fire -resistance -rated surfaces with acoustical sealant. 12-inch-long samples of each color required (except black) for each type of 1. Clear Float Glass: Quality q2 (mirror), Class 1 (clear). compatible with aluminum. If steel is used for reinforcing members, provide assemblies. sealant or gasket exposed to view. steel electroplated with a zinc coating that complies with ASTM B 633, or c. Type: Sag -resistant type for ceiling surfaces, unless otherwise indicated. 4. Floating Construction: Where feasible, including where recommended by C. Glass Coating: Coat second surface of glass with successive layers of another comparable coating. For exposed fasteners, match color and finish of d. Type: Proprietary type matching that indicated for face layer and as manufacturer, install gypsum panels over wood framing, with floating internal C. Product certificates signed by glazing materials manufacturers certifying that chemically deposited silver, electrically or chemically deposited copper, and the metal or hardware being fastened, required for specific fire -resistance -rated assemblies. corner construction. their products comply with specified requirements. manufacturerstandard protective organic coating to produce coating system that complies with FS DD-M-0041, except with salt -spray test period extended C. Insect Screen: Screen inserts with screen fabric secured to the aluminum 3. Exterior Gypsum Board: ASTM C 931 with manufacturer's yP acturer s standard edges, 5. Where STC-rated gypsum board assemblies are indicated, seal constructions at perimeters, behind control and expansion joints, openings, and penetrations n D. Compatibility and adhesion test reports from sealant manufacturer indicating to 300 hours and undercutting, discolorations, blackening, and silver impairment frame with a removable spline requiring at least 40 Ibf-inches (4.52 Nm) of i i n thickness Indicated. with continuous bead of acoustical sealant including bead at both faces of the partitions. Comply with ASTM C 919 and manufacturer's recommendations that glazing materials were tested for compatibility and adhesion with glazing sealants. at mirror edges not greater than 1/8 inch. force to unseat screening when tested according to SMA/SMT 31. a. Type: Regular, unless otherwise indicated. for location of edge trim and closing off sound -flanking paths around or D. Mirror Sizes: After application of glass coating, cut mirrored glass to final 1. Plastic Screening: Plastic -coated glass -fiber screen fabric, gray or charcoal b. Type: Type X where required for fire -resistance -rated assemblies and where indicated. through gypsum board assemblies. 6. Space fasteners in gypsum panels according to referenced gypsum board E. Glazing Publications: Comply with published recommendations of glass °FGMA sizes and in the following nominal glass thickness as expressed by metric color, 0.0115-inch- (0.29-mm-) diameter yard 18-by-16 mesh, or Class 2, application and finishing standard and manufacturer's recommendations. product manufacturers, Glazing Manual," and publications of AAMA, LSGA, designation/nominal decimal of an inch/(traditional designation): 0.013-inch-(0.33-mm-) diameter yarn 18-by-14 mesh, that complies with 4. Water -Resistant Gypsum Backing Board: ASTM C 630, in thickness and SIGMA as applicable to products indicated, except where more stringent ASTM D 3656, Class 1. indicated. a. Space screws a maximum of 12 inches (304.8 mm) o.c, for vertical requirements are indicated. 1. Thickness: 5.0 mm/0.19 inch/(3/16 inch). applications. D. Fabrication: Fabricate in the shop to the fullest extent possible. Provide a. Type: Regular, unless otherwise indicated. F. Safety Glass: Products complying with ANSI Z97.1 and testing requirements E. Mirror Edge Treatment: Provide forms of edge treatment indicated below, concealed fasteners. Make provisions to weep penetrating water to the b. Type: Type X where required for fire- resiston ce-rated assemblies and where 7. Space fasteners in panels that are tile substrates a maximum of 8 inches of 16 CFR Part 1201 for Category II materials. with edges sealed after treatment to prevent chemical or atmospheric exterior. Match exposed work for continuity of line. Fit joints accurately and indicated. (203.2 mm) o.c. 1.2 PRODUCTS penetration of glass coating: secure rigidly. C. Cementitious Backer Units: ANSI A118.9, in maximum lengths available to 9 8. Install cementitious backer units to comply with ANSI A108.11. 9. Install water-resistant sum backing board panels at showers, tubs, and gyp g 1. Rounded polished edge. E. Aluminum Finishes: Comply with Aluminum Association "Designation System minimize end -to -end butt joints. Refer to drawing for location. where indicated. Install with 1/4-inch open space where panels abut other A. Glass Manufacturers: Subject to compliance with requirements, manufacturers offering products which may be incorporated in the work include, F. Edge Sealer: A coating that has proven to be compatible with glass n for Aluminum Finishes for finish designations and application recommendations. For components assembled or welded in the factory, apply the finish after D. Accessories for Interior Installation: Cornerbead, edge trim, and control joints complying with ASTM C 1047, formed metal or with metal construction or penetrations. 10. Single -Layer Fastening Methods: Apply gypsum panels to supports as follows: but are not limited to the following: coating and approved by mirrored glass manufacturer for use in protecting fabrication is complete. plastic, complying with the following requirement: 1. Ford Glass Division against silver deterioration at mirror edges. a. Fasten to wood supports with single nailing or screw fasteners, 2. LOF Glass, Inc. F. Baked Enamel Finish: AA-C12C42R1x. Apply in compliance with paint 1. Steel sheet zinc coated by hot -dip process or rolled zinc. 3. PPG Industries, Inc. G. Mirror Hardware: Extruded aluminum mirror hardware, of size and profile indicated in manufacturer's standard finish complyingwith description below: p manufacturers specifications for cleaning, conversion coating, and painting. 2. Steel sheet zinc coated by hot -dip or electrolytic process, or steel sheet 11. Multilayer Fastening Methods: Apply base layers of gypsum panels and face layer to base layers as follows: B. Sizes: Fabricate glass of thicknesses indicated and to sizes required for 1. Clear polished finish. 1. Organic Canting: Thermosetting modified acrylic enamel primer and topcoat system complyingwith 'AMA 603.8 except with a minimum dry film thickness P y s coated with aluminum, or rolled zinc. a. Fasten base layers to wood supports with nails or screws and face layer with glazing openings indicated, with edge clearances and tolerances complying with of 1.5 mils medium loss. g E. Accessories for Exterior and Interior Installations: Bullnose cornerbead, edge adhesive and supplementary fasteners. recommendations of glass manufacturer. H. Fasteners: Fabricated of same basic metal and alloy as fastened metal and trim, and control joints and etc. shall be formed from plastic components. C. Float Glass: ASTM C 1036, Type I, Class as indicated below, and Quality q3: matching it in finished color and texture. 2. Color: Selected by Architect and from manufacturer's standards. F. Joint Treatment Materials: Provide joint treatment materials complying with B. Exterior Soffits and Ceilings: Apply exterior gypsum soffit board panels perpendicular to supports, with end joints staggered over supports. Install with 1. Class 1 (clear) unless otherwise indicated. I. Anchors and Inserts: Provide devices as required for installation of mirror 1.3 EXECUTION ASTM C 475 and the recommendations of both the manufacturers of sheet products and of joint treatment materials for each application indicated, inch en space where panels abut other construction or structural penetrations. penetrations. Fasten with corrosion -resistant screws. hardware. Provide toothed or lead -shield expansion bolt devices for D. Heat -Treated Float Glass Products: As follows: drilled -in -place anchors. Provide galvanized or cadmium -coated anchors and inserts for applications on inside face of exterior walls and where indicated. A. Comply with manufacturer's instructions for protection, handling, and 1. Joint Tape for Gypsum Board: Paper reinforcing tape, unless otherwise indicated. C. Installing Trim Accessories: For trim accessories with back flanges, fasten installation, Remove and replace damaged members. to framing with the some fasteners used to fasten gypsum board. Otherwise, 1. Uncoated, Clear, Heat -Treated Tempered Float Glass: ASTM C 1048, Condition A, Type I, Class 1, Quality q3, kind as indicated below: 1.3 GLAZING B. Anchor components securely in place. Shim and allow for movement a. Use pressure -sensitive or staple -attached, open -weave, glass -fiber reinforcing tape with compatible joint compound where recommended by fasten trim accessories according to accessory manufacturer's directions for type, length, and spacing of fasteners. a. Kind FT where indicated. A. General: Install mirrors to comply with printed directions of mirror resulting from changes in thermal conditions. Provide separators and isolators � to prevent corrosion, electrolytic deterioration, and freeze-up of moving manufacturer of gypsum board and joint treatment materials for application indicated. 1. Install bullnose cornerbead at external corners. manufacturer, and with referenced FGMA standard and NAMM document. Mount joints. 2. Install edge trim where edge of gypsum panels would otherwise be exposed. E. Elastomeric Glazing Sealants: Products complying with ASTM C 920 mirrors in place to avoid distorting reflected images and provide space for air circulation between back of mirror and face of mounting surface. 2. Joint Tape for Cementitious Backer Units: As recommended by cementitious P Provide edge trim type with face flange formed to receive joint compound, except where other types are indicated. requirements indicated on each Elastomeric Glazing Sealant Product Data Sheet C. Erection Tolerances: Install components plumb, level, accurately aligned, backer unit manufacturer. at the end of this Section, in colors indicated, compatible with other materials P they will contact. B. For wall -mounted mirrors install permanent means of support bottom D. Clean the completed system promptly after erection, P � P P y 3. Setting -Type Joint Compounds for Gypsum Board: Factory -packaged, job -mixed, chemical -hardening powder products formulated for uses indicated. a. Install LC -bead where gypsum panels are tightly abutted to other and top edges with bottom support designed to withstand mirror weight and w construction and back flange can be attached to framing or supporting 1. Additional Movement Capability. Provide products, when tested per ASTM C top support to prevent mirror from coming away from wall along top edges. END OF SECTION 08970 a. For refillin sum board joints, use formulation recommended b sum p g 1 Y gyp substrate.b. Install L-bead where edge trim can only be installed after gypsum panels are installed. 719, with the capability to withstand the specified percentage change in the 1. Attach mirror hardware securely to mounting surfaces with mechanical board manufacturer. rer b. For filling joints and treating fasteners of water-resistant gypsum backing c. Install U-bead where indicated. joint width existing at time of installation and remain in compliance with other requirements of ASTM C 920 for uses indicated. fasteners installed with anchors or inserts as applicable, 2. For metal or plastic clips, place a felt or plastic pad between mirror and board behind base for ceramic tile, use formulation recommended by gypsum board manufacturer. D. Finishing Gypsum Board Assemblies: Treat gypsum board joints, interior F. Lock -Strip Gaskets: Neoprene extrusions in size and shape indicated, each clip to prevent spoiling of mirror edges. 3. For wall application provide clips along top of mirror. c. For topping compound, use sandable formulation. rnerbead, edge trim, control joints, penetrations, fastener angles, Flanges of coheads, surface defects, and elsewhere as required to prepare gypsum board fabricated into frames with molded corner units and zipper lock strips, SECTION 09255 -GYPSUM BOARD ASSEMBLIES 4. Drying -Type Joint Compounds for Gypsum Board: Factory -packaged surfaces for decoration. complying with ASTM C 542, black. G. Dense Compression Gaskets: Molded or extruded, gaskets of material C. Protect mirrored lass from breakage and contaminating substances resulting 9 9 9 9 from construction operations. P vinyl -based products complying with the following requirements for formulation and intended use. 1. Prefill open joints, rounded or beveled edges, and damaged areas using indicated below, complyingwith standards referenced with name of elostomer D. Do not permit edges of mirror to be exposed to standing water. P 9 P 9 1.1 GENERAL setting -type joint compound. 2. Apply joint 'tape over gypsum board joints, except those with trim indicated below, and of profile and hardness required to maintain watertight a. Ready -Mixed Formulation: Factory -mixed product. accessories having flanges not requiring tape. seal: E. Maintain environmental conditions that will prevent mirror from being exposed A. Sound Transmission Characteristics: For gypsum board assemblies with STC b. Job -Mixed Formulation: Powder product for mixing with water at Project to moisture from condensation or other sources for continuous periods of time, ratings, provide materials and construction identical to those of assemblies site. 3. Apply joint tape over gypsum board joints and to flanges of trim accessories 1. Neoprene, ASTM C 864. 2. EPDM, ASTM C 864. F. Wash mirrors not more than 4 days prior to date scheduled for inspections whose STC ratings were determined according to ASTM E 90 and classified according to ASTM E 413 by a qualified independent testing agency. 1) Taping compound formulated for embedding tape and for first coat over as recommended by trim accessory manufacturer. 4. Levels of Gypsum Board Finish: Provide the following levels of gypsum board 3. Thermoplastic polyolefin rubber, ASTM C 1115. intended to establish date for Substantial Completion. Wash glass by methods in NAMM document B. Fire -Test -Response Characteristics: Where fire -resistance -rated sum P fasteners and face flanges of trim accessories. 2) Topping compound formulated for fill (second) and finish (third) coats, finish per GA-214. H. Fabricate glass and other glazing products in sizes required to glaze recommended and by mirrored glass manufacturer. Use water or glass cleaners free from substances capable of damaging mirror edges 9� board assemblies are indicated, provide gypsum board assemblies that are 3 All-purpose com ound formulated for both taping and topping )P p g pp g compounds. a. Level 1 for ceiling plenum areas, concealed areas, and where indicated, openings indicated for Project, with edge and face clearances, edge and surface or glass coating. identical to assemblies tested for fire resistance according to ASTM E 119 by level of finish her i - - unless a higher s required for fire resistance rated assemblies conditions, and bite complying with recommendations of product manufacturer an independent testing and inspecting agency acceptable to authorities having 5. Joint Compound for Cementitious Backer Units: Material recommended by and sound -rated assemblies. and referenced glazing publications as required to comply with system END OF SECTION 08830 jurisdiction, cementitious backer unit manufacturer. b. Level 2 where panels form substrates for tile and where indicated. performance requirements. 1.2 PRODUCTS G. Acoustical Sealant for Exposed and Concealed Joints: Manufacturers 5. For Level 4 gypsum board finish, embed tape in joint compound and apply 1. Clean cut or flat grind vertical edges of butt -glazed monolithic lites in a standard nonsag, paintable, nonstaining latex sealant complying with ASTM C first, fill (second), and finish (third) coats of joint compound over joints, manner that produces square edges with slight kerfs at junctions with indoor A. Manufacturers: Subject to compliance with requirements, provide products 834 that is effective in reducing airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing angles, fastener heads, and accessories. Touch up and sand between coats and after last coat as needed to produce a surface free of visual defects and and outdoor faces. by one of the following: representative assemblies according to ASTM E 90. ready for decoration. 1.3 EXECUTION 1. Gypsum Board and Related Products: H. Acoustical Sealant for Concealed Joints: Manufacturers standard nondrying, 6. Where Level 3 gypsum board finish is indicated, embed tape in joint compound and apply first and fill (second) coats of joint compound. A. Comply with combined recommendations of manufacturers of glass, sealants, a. Domtar Gypsum. nonhardening, nonskinning, nonstaining, gunnable, synthetic -rubber sealant recommended for sealing interior concealed joints to reduce transmission of 7. Where Level 2 gypsum board finish is indicated, embed tape in joint compound and apply first coat of joint compound. gaskets, and other glazing materials, except where more stringent requirements b. Georgia-Pacific Corp. airborne sound. 8. Where Level 1 gypsum board finish is indicated, embed tape in joint are indicated, including those in °FGMA Glazing Manual.° c. National Gypsum Co.; Gold Bond Building Products Division. compound. d. United States Gypsum Co. I. Miscellaneous Materials: Provide auxiliary materials for gypsum board 9. Finish exterior gypsum soffit board using setting -type joint compounds to B. Protect glass from edge damage during handling and installation, construction that comply with referenced standards and recommendations of prefill joints and embed tape, and for first, fill (second), and finish (third) B. Metal Framing Components sized per ASTM C754 and as follows: gypsum board manufacturer. coats, with the last coat being a sandable product, Smooth each coat before C. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. 1. Steel Rigid Furring Channels: ASTM C 645, hat shaped, 0.0179-inch 9� g p 1, Steel drill screws complying with ASTM C 1002 for the following applications: joint compound hardens to minimize need for sanding. Sand between coats and after finish coat. D. Set glass lites in each series with uniform pattern, draw, bow, and similar (0.45-mm) minimum base metal thickness, unless otherwise indicated. a. Fasteningsum board to wood members. gypsum a. Painting exterior gypsum soffit board after finish coat has dried is specified characteristics. 2. Steel Resilient Furring Channels: Standard product fabricated from steel 2. Steel drill screws of size and type recommended by unit manufacturer for in another Division 9 Section. E. Lock Strip Gasket Glazing: Comply with ASTM C 716 and gasket sheet complying with ASTM A 525 or ASTM A 568 to form 1/2-inch- deep channel of the following configuration: fastening cementitious backer units. 3. Gypsum Board Nails: ASTM C 514. 10. Base for Acoustical Tile: Where gypsum board is indicated as a base for manufacturer's printed recommendations. Provide supplementary wet seal and 4. Sound -Attenuation Blankets: Unfaced mineral -fiber blanket insulation to adhesively applied acoustical tile, install joint tape and a 2-coat compound treatment, without sanding. weep system unless otherwise indicated. a. Single -Leg Configuration: Asymmetric -shaped channel with face connected comply with ASTM C 665 for Type 1. 11. Finish water-resistant gypsum backing board to comply with ASTM C 840 to a single flange by a single -slotted leg (web). 5. Thermal Insulation: Material indicated below, of thickness and width to fill and gypsum board manufacturer's directions. F. Protect glass from contact with contaminating substances resulting from voids formed by Z-furring members: 12. Finish cementitious backer units to comply with unit manufacturer's construction operations including weld splatter. 3. Grid Suspension System for Interior Ceilings: ASTM C 645, manufacturer's a. Unfaced mineral -fiber blanket insulation to comply with ASTM C 665 for directions. G. Remove and replace glass that is broken, chipped, cracked, abraded, or standard direct -hung system. Type I. E. Applying Texture Finishes: As follows: damaged in any way, including natural causes, accidents and vandalism, during construction period. C. Gypsum Board Products: Types indicated in maximum lengths available that will minimize end -to -end butt joints in each area indicated to receive 6. Polyethylene Vapor Retarder: ASTM D 4397, thickness and maximum 1. Surface Preparation and Primer: Prepare and apply primer to gypsum panels gypsum board application. permeance rating as follows: and other surfaces receiving texture finishes according to texture finish H. Wash glass on both faces in each area of Project not more than 4 days a. 6 mils (0.15 mm), 0.13 perms (7.5 ng/Pa x s x sq. m). manufacturer's instructions. Apply primer only to surfaces that are clean, dry, prior to date scheduled for inspections that establish date of Substantial and smooth. Completion. Wash glass as recommended by glass manufacturer, 7. Vapor Retarder Tape: Pressure -sensitive tape of type recommended by vapor retarder manufacturer for sealing joints and penetrations in vapor END OF SECTION 08800 retarder. -1 kr In L_ 1 1 1 1 1 1 ('r.+I 1 J i 7 i N NOTES V G ro 19 U 5 1 12/22/2000 166UE FOR PERMIT r rs�o'`°® 4 12/21/2000 510 6ET 0 3 00/12/139 1 LIMINARY E3ID A 2 01/14/®i13 51D 6ET REvew 0 1 06/18/639 OWNER FREvlEw Rev. No Date Issue History el FUGLEBERG KOCH ARCHITECTS .� Orlando 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 5TONEE3ROL^ 11 Ll . a t 5ANFO'Dn�13 Ap'. , 11 __,_ Date 06/I8/99 1 CITY OF S,4NFORD, FLORIDA Prof, 3659-40 3 .o 0 0 Y 21 o U q I s 3 E 0 W 0 C O U P 0 U .N Vi C 0 > C IT .E- 3: 0 . 0 R 0 C U U .V C 0 a 0 U U 0 Y L_ 0 0 0 C P 0 U 0 vi C E U 0 U - W U U Y U FILE, PLOT SCALE, 12"-1'-O" LAST PLOT- 3 1 5 1 1 A v a 11% a_ cv W X 0 0 CLi CU m W W Q Q Q 3 Q U3 3 ry r::) M m n co W W T 0 W z z R Q F-- V) W w I- CL :; 0 w U J n F G H 2. Texture Finish Application: Mix and apply finish to gypsum panels and other surfaces indicated to receive texture finish according to texture finish manufacturers directions. Using powered spray equipment, produce a uniform texture free of starved spots or other evidence of thin application or of application patterns. A 3. Prevent texture finishes from coming into contact with surfaces not indicated to receive texture finish by covering them with masking agents, polyethylene film, or other means. If, despite these precautions, texture finishes contact these surfaces, immediately remove droppings and oversproy as recommended by texture finish manufacturer to prevent damage. END OF SECTION 09255 SECTION 093GO - TILE CERAMIC TILE FOR GENERAL APPLICATIONS. 1.1 GENERAL A. ANSI Tile Standards: Comply with ANSI A13.1 Standard Specification for Ceramic Tile and ANSI 108 series of tile installation standards included under "American National Standard Specifications for the Installation of Ceramic Tile." B. TCA Installation Guidelines: TCA "Handbook for Ceramic Tile Installation". 3 C. Submittals: With manufacturers product data and installation instructions for tile work, submit samples of each type, color, and texture of tile mounted on 12-inch-square backing with joints grouted. 1. Provide manufacturer's Master Grade Certificate A 1.2 PRODUCTS A. Colors, Textures, and Patterns: For tile, grout, and other products requiring selection of colors, surface textures, patterns, and other appearance characteristics, comply with the following requirements: 1. Glazed Wall Tile: Selected from manufacturers standards. 2. Unglazed Paver Tile: Provide selection made by Owner from manufacturer's full range of standard colors. Allow for two colors. B. Sizes and Thicknesses: Comply with the following requirements. 1. Glazed Paver Tile: 8" x 8" x 3/8" thick. 2. Glazed Wall Tile: 4 1/4" x 4 1/4" x 5/16" thick. C. Tile Grade: "Standard Grade" unless otherwise indicated. D. Factory -Applied Temporary Protective Coating: Where indicated under tile type, protect exposed surfaces of tile against adherence of mortar and grout by precoating them with a continuous film of petroleum paraffin wax, applied hot. Do not coat unexposed tile surfaces. E. Unglazed Paver Tile: Flat tile and as follows: 1. Composition: Natural Clay. 2. Plain with square edges. F. Glazed Wall Tile: Factory -mounted flat tile and as follows: 1. Face: Plain with modified square edge or cushion edge. 2. Mounting: Back -mounted. G. Trim Shapes: Some material, size, color, and texture as field tile. H. Marble Thresholds: Group "A"; ASTM C 503, for exterior use with minimum hardness of 10.0 per ASTM C 241; white with honed finish unless otherwise indicated. I. Marble Sills Cultured: 1/2" thick, Carrera white with gray vein, honed finish, width as indicated. J. Glazed Ceramic Bathroom Accessories: 1. 2 Towel bars - 24" and 36" 2. Toilet paper holder 3. Soap dish tub K. Setting Materials: Provide setting materials as follows: 1. Latex -Portland Cement Mortar: ANSI A118.4, a. Prepackaged dry mortar mix composed of portland cement, graded aggregate, and the following dry polymer additive in the form of a reemulsifiable powder to which only water is added at job site. 1) Dry Polymer Additive: Manufacturer's standard. L. Grouting Materials: Provide grouting materials as follows: 1. Latex -Portland Cement Grout: ANSI A118.6 of the following composition. a. Prepackaged dry grout mix composed of portland cement, graded aggregate, and the following dry polymer additive in the form of a reemulsifiable powder to which only water is added at job site. 1) Dry Polymer Additive: Polyvinyl acetate or ethylene vinyl acetate. M. Elastomeric Sealants: Manufacturers standard chemically curing, elastomeric sealants of base polymer indicated that comply with requirements of Division 7 Section "Joint Sealers" including ASTM C 920 as referenced by Type, Grade, Class, and Uses. Use spray -on silicone sealant at tub/shower locations. 1.3 EXECUTION A. Installation: Comply with ANSI A108.1 and 108.4 through A108.10, as applicable for type of tile, setting materials, grout, and methods of installation indicated. Comply with manufacturer's instructions for application of proprietary materials. B. Joint Pattern: Use grid pattern with 1/16-inch-wide joints unless otherwise indicated. C. Cleaning: Upon completion of placement and grouting, clean all ceramic tile surfaces so they are free of foreign matter. 1. Remove latex-portland cement grout residue from tile as soon as possible. 2. Unglazed tile may be cleaned with acid solutions only when permitted by tile and grout manufacturer's printed instructions but no sooner than 14 days after installation. Protect metal surfaces, cast iron, and vitreous plumbing fixtures from effects of acid cleaning. Flush surface with clean water before and after cleaning. 3. Remove temporary protective coating, by method recommended by coating manufacturer that is acceptable to brick and grout manufacturer. Trap and remove coating to prevent it from clogging drains. D. Protection: Protect all completed tile work during construction with kraft paper taped into place. Remove protection at substantial completion. END OF SECTION 09300 2 SECTION 09666 ®SHEET VINYL FLOOR COVERINGS 1.1 GENERAL A. Submittals: In addition to product data, submit the following. 1. Samples of each type, color, and pattern of vinyl tile floor covering specified 2. Maintenance data for vinyl the floor coverings, to include in Operating and Maintenance Manual specified in Division 1. 1.2 PRODUCTS A. Available Products: Subject to compliance with requirements, vinyl tile floor coverings that may be incorporated in the Work include, but are not limited to, the products of the following: 1. Congoleum Corp. 2. Azrock Industries, Inc. 3. Mannington Resilient Floors 4. Toli International 5. Armstrong World Industries, Inc. B. Type I Solid Vinyl Tile Floor Coverings: Products complying with ASTM F 1700, Type I. Allow for 3 colors. C. Concrete Slab Primer: Nonstaining type recommended by floor covering manufacturer. D. Troweloble Underloyments and Patching Compounds: Latex -modified, portland-cement-based formulation provided or approved by vinyl tile floor covering manufacturer for applications indicated. E. Adhesives (Cements): Water-resistant type recommended by vinyl tile floor covering manufacturer to suit vinyl tile floor covering products and substrate conditions indicated. F. Seam Sealer: Formulation provided or approved by floor covering manufacturer for products indicated. G. Metal Edge Strips: Extruded aluminum with mill finish of width shown, of height required to protect exposed edge of vinyl tile floor coverings, and in maximum available lengths to minimize running joints, H. Gyperete Sealer: Sealer to be applied to all gyperete floors where vinyl glue down flooring is used. Sealer to meet specifications of both the vinyl and gyperete manufacturers. 1.3 EXECUTION A. Examine areas where installation of vinyl tile floor coverings will occur, with Installer present, to verify that substrates and conditions are satisfactory for installation and comply with manufacturers requirements. 1. Concrete Subfloors: Verify that concrete slabs comply with ASTM F 710 before beginning installation. 2. For wood subfloors, verify that underloyment surface is free of surface irregularities and substances with potential to interfere with adhesive bond, show through surface, or stain vinyl tile floor coverings. B. Preparation: Comply with manufacturers installation specifications to prepare substrates indicated to receive vinyl tile floor coverings. C. Installation: Comply with vinyl tile floor covering manufacturer's installation instructions and other requirements indicated that are applicable to each type of floor covering installation included in Project. Lay out vinyl tile floor coverings to comply with the following requirements: 1. Maintain uniformity of vinyl tile floor covering direction. 2. Match edges of floor covering for color shading and pattern at seams. 3. Where demountable partitions and other items are indicated for installing on top of finished floor covering, install vinyl tile floor covering before these items are installed. 4. Chemically bond seams in vinyl tile floor coverings where this seaming method is indicated, 5. Hand roll vinyl tile floor coverings in both directions from center out to embed floor coverings in adhesive and eliminate trapped air. 6. Install metal edge strips where indicated, using countersunk stainless steel anchors. D. Cleaning: Clean vinyl tile floor coverings after installation and 4 days prior to date scheduled for inspections intended to establish date of Substantial Completion. Apply protective polish according to flooring manufacturer's directions. E. Protection: Protect all completed vinyl tile floor covering work during construction with kraft paper taped into place. Remove protection at Substantial Completion. END OF SECTION 09666 SECTION 09680 -CARPET 1.1 General: A. Submittals: In addition to product data, submit the following: 1. Samples showing full range of color, texture, and pattern variations expected, Prepare samples from same material to be used for the Work. Submit the following: a. 12-inch-square samples of each type of carpet material required. b. 12-inch-long samples of each type exposed edge stripping and accessory item. c. 6-inch-square samples of each type of carpet cushion. B. Substrate Conditions: pH of 9 or less when substrate wetted with potable water and pHydrion paper applied, C. Deliver extra materials to Owner. Furnish extra materials matching products installed as described below, packaged with protective covering for storage and identified with labels describing contents. 1. Carpet: Before installation begins, furnish quantity of full width for each type of material equal to 5 percent of amount installed. 1.2 Products: A. Manufacturers: Subject to compliance with requirements, carpet that may be incorporated in the work include, but are not limited to, the products of the following: "Berber" B. Carpet: Continuous filament nylon saxony 24 ounce face weight of level cut pile plush fabric for moderate traffic. Carpet shall be certified to meet requirements of UMB 44C and carry manufacturer limited warranty of 5 years and shall be Scotchguarded. Allow for 3 colors for apartment buildings. Allow for one color for Amenity Buildings. Q C. Carpet Cushion: Comply with minimum criteria of Carpet Cushion Council as follows: 1. Class I, moderate traffic. 2. Polyurethane Foam: Bonded; polyester foam content not to exceed 50 percent; particle size not to exceed 1/2 inch. D. Tockless Carpet Stripping: Water-resistant plywood in strips, 3/8-inch or 9/32-inch thick, as required to match cushion thickness; 2 rows or 3 rows, as indicated in Part 3 below, of angular pins protruding from top, designed to grip and hold stretched carpet at backing. E. Carpet Edge Guard: Aluminum with fold -down edge and concealed gripper teeth; minimum 1-1/2-inch-wide punched anchorage flange; minimum 5/8-inch-wide fold flange. Anodized aluminum finish; manufacturer's standard colors. 1. Finish: Hammered texture. F. Seaming Cement: Hot -melt adhesive tape or similar product recommended by carpet manufacturer for taping seams and butting cut edges at backing to form secure seams and to prevent pile loss at seams. G. Installation Adhesive: Water resistant and nonstaining as recommended by carpet manufacturer to comply with flammability requirements for installed carpet. 1.3 Execution: A. Clear away debris and scrape up cementitious deposits from concrete surfaces to receive carpet; apply sealer to prevent dusting. B. Installation, General: Comply with manufacturer's recommendations for seam locations and direction of carpet; maintain uniformity of carpet direction and lay of pile. At doorways, center seams under door in closed position; do not place seams perpendicular to door frame, in direction of traffic through doorway. Do not bridge building expansion joints with continuous carpet. 1. Extend carpet under removable flanges and furnishings and into alcoves and closets of each space. 2. Provide cutouts where required, and bind cut edges where not concealed by protective edge guards or overlapping flanges. 3. Install carpet edge guard where edge of carpet is exposed; anchor guards to substrate. 4. Install tockless carpet stripping by nailing. Locate to ensure concealment of carpet edge between stripping and base of wall. Lay strip at entire perimeter of carpeted space, obstructions, and cutouts. Provide narrow stripping with 2 rows of pins where stretched width of carpet is 20 feet or less; stripping with 3 rows of pins where carpet width exceeds 20 feet. 5. Install cushion seams at 90-degree angle with carpet seams. Place cushion face up as recommended by cushion manufacturer. Apply minimum 2-inch fabric -type adhesive tape on cushion seams. 6. Install with pattern parallel to walls and borders. 7. Install carpet by trimming edges, butting cuts with seaming cement, and taping and/or sewing seams to provide sufficient strength for stretching and continued stresses during life of carpet. 8. Stretch carpet to provide smooth, ripple -free, taut, trim edges; secure to stripping and conceal behind edge of stripping. Use power stretcher where carpet length is greater than 20 feet. C. Remove adhesive from carpet surface with manufacturer's recommended cleaning agent. D. Remove and dispose of debris and unusable scraps. Vacuum with commercial machine with face -beater element. Remove spots. Replace carpet where spots cannot be removed. Remove protruding face yarn. E. Vacuum carpet. F. Protection: Provide final protection and maintain conditions, in a manner acceptable to manufacturer and installer, to ensure carpet is not damaged or deteriorated at time of Substantial Completion. END OF SECTION 09680 1.1 GENERAL A. This Section includes surface preparation, painting, and finishing of exposed interior and exterior items and surfaces, 1. Surface preparation, priming, and finish coats specified are in addition to shop -priming and surface treatments. B. Paint exposed surfaces whether or not colors are designated in the schedules, except where a surface or material is specifically indicated not to be painted or is to remain natural. Where an item or surface is not specifically mentioned, paint the some as similar adjacent materials or surfaces. If color or finish is not designated, the Architect will select from standard colors or finishes available. C. Painting includes field -painting exposed bare and covered pipes and ducts, hangers, exposed steel and iron work, and primed metal surfaces of mechanical and electrical equipment. D. Painting is not required on prefinished items, finished metal surfaces, concealed surfaces, operating parts, and labels, 1. Labels: Do not paint over Underwriters Laboratories, Factory Mutual, or other code -required labels or equipment name, identification, performance rating, or nomenclature plates. E. Submittals: Submit the following: 1. Product data for each paint system specified, including block fillers and primers. a. Provide the manufacturer's technical information including label analysis and instructions for handling, storage, and application of each material proposed for use. b. List each material and cross-reference the specific coating, finish system, and application. Identify each material by the manufacturer's catalog number and general classification. 2. Samples for initial color selection in the form of manufacturer's color charts. After color selection, the Architect will furnish color chips for surfaces to be coated. F. Applicator Qualifications: Engage an experienced applicator who has completed painting system applications similar in material and extent to those indicated for the Project that have resulted in a construction record of successful in-service performance, G. Single -Source Responsibility. Provide primers and undercoat paint produced by the some manufacturer as the finish coats. d t, H. Field Samples: On wall surfaces and other exterior and interior components, duplicate finishes of prepared samples. Provide full -coat finish samples on at least 100 sq. ft. of surface. 1. Final acceptance of colors will be from job applied samples. I. Deliver materials to the job site in the manufacturer's original, unopened packages and containers bearing manufacturer's name and label with the product trade name manufacturer's instructions. J. Store materials not in use in tightly covered containers in a well -ventilated area at a minimum ambient temperature of 45 deg F (7 deg C). Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily, K. Project Conditions: Do not apply paint in snow, rain, fog, or mist, or when the relative humidity exceeds 85 percent, or at temperatures less than 5 deg F (3 deg C) above the dew point, or to damp or wet surfaces. L. Apply water -based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 deg F (10 deg C) and 90 deg F (32 deg C). M. Apply solvent -thinned paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 deg F (7 deg C) and 95 deg F (35 deg C). 1.2 PRODUCTS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include the following: 1. SHERWIN WILLIAMS 2. BENJAMIN MOORE 3, PDG INDUSTRIES, PITTSBURG PAINTS B. Manufacturer: Subject to compliance with requirements, provide products of one of the fallowing: C. Paint Materials, General: Provide block fillers, primers, finish coat materials, and related materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by the manufacturer, based on testing and field experience. D. Material Quality. Provide the manufacturer's best -quality trade sale paint material of the various coating types specified. Paint material containers not displaying manufacturer's product identification will not be acceptable, E. Colors: Provide color selections made by the Architect from the manufacturers full range of standard colors. Allow for a 4 color scheme for all exteriors. Allow for a 3 color scheme for Clubhouse interior. All other interiors are white. F. Masonry Block Filler: Provide the manufacturers recommended factory -formulated, latex -type concrete masonry block fillers that are compatible with finish materials indicated. 1. High-peformance Latex Block Filler. G. Primers: Provide the manufacturers recommended factory formulated primers that are compatible with the substrate and finish coats indicated. 1. Exterior Primer Coating: Exterior, alkyd wood primer. 2. Gypsum Drywall Primer: White, interior latex based primer. 3. Ferrous Metal Primers: Synthetic, quick -drying, rust -inhibiting primers. 4. Galvanized Metal Primers. 5. Aluminum Primers. H. Undercoat Materials: Provide the manufacturer's recommended factory -formulated undercoat materials that are compatible with the substrate and finish coats indicated. 1. Interior Enamel Undercoat: Ready -mixed enamel. I. Exterior Finish Paint Materials: Provide the manufacturer's recommended factory formulated finish coat materials that are compatible with the substrate and undercoats indicated. 1. Exterior Acrylic Emulstion: Quick -drying, flat, acrylic paint, 2. Gloss Alkyd Enamel: Weather -resistant, high glass enamel. 3. Elastomeric J. Interior Finish Paint Materials: Provide the manufacturers recommended factory -formulated finish -coat materials that are compatible with the substrate and undercoats indicated. 1. Interior, Flat, Latex -based paint: Ready and mixed, latex -based paint for a flat finish. 2. Interior, Semi -gloss, Odorless Alkyd Enamel: Semigloss, low -color, alkyd enamel. > 3. Exterior, gloss, alkyd enamel. K. Miscellaneous Wood - Finishing Materials: Provide the manufacturer's recommended factory -formulated, wood -finishing materials that are compatible with the substrate and undercoats indicated. 1. Paste Wood Filler: Solvent -based, air -drying, paste -type wood filler. 1.3 EXECUTION A. Examination: Examine substrates and conditions under which painting will be performed for compliance with requirements. Do not begin application until unsatisfactory conditions have been corrected. B. Coordination: Review other Sections in which primers are provided to ensure compatibility of the total systems for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify the Architect about anticipated problems using the materials specified over substrates primed by others. C. Preparation: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted, or provide surface -applied protection prior to surface preparation and painting. Remove these items, if necessary, to completely paint the items and adjacent surfaces. Following completion of painting operations in each space or area, have items reinstalled by workers skilled in the trades involved. D. Cleaning: Clean substrates of substances that could impair the bond of the various coatings. Remove oil and grease prior to cleaning. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly pointed surfaces. E. Surface Preparation: Clean and prepare surfaces to be painted according to the manufacturer's instructions for each particular substrate condition and as specified. 1. Cementitious Materials: Prepare cementitious surfaces to be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. a. Use abrasive blast -cleaning methods if recommended by the paint manufacturer. b. Determine alkalinity and moisture content of surfaces. Do not paint surfaces where moisture content exceeds that permitted in manufacturer's printed directions. 2. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots and apply a thin coat of white shellac or other recommended knot sealer before applying primer. b. Prime, stain, or seal wood to be painted immediately upon delivery. Prime edges, ends, faces, undersides, and backsides of wood, including cabinets, counters, cases, and paneling. c. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately upon delivery. 3. Ferrous Metals: Clean ungolvanized ferrous -metal surfaces that have not been shop -coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council. a. Touch up bare areas and shop -applied prime coats that have been damaged. Wire -brush, clean with solvents and touch up with the some primer as the shop coat. 4. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so that the surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. F. Materials Preparation: Carefully mix and prepare paint materials according to manufacturer's directions. 1. Stir material before application to produce a mixture of uniform density, stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain material before using. 2. Use only thinners approved by the paint manufacturer and only within recommended limits, G. Application: Apply paint according to manufacturers directions. Use applicators and techniques best suited for substrate and type of material being applied. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 1. Paint colors, surface treatments, and finishes are indicated in the schedules, 2. Provide finish coats that are compatible with primers used. 3. The number of coats and the film thickness required are the some regardless of the application method. Do not apply succeeding coats until previous coat has cured. Sand between applications where sanding is required to produce an even smooth surface. 4. Apply additional coats if undercoats, stains, or other conditions show through final coat of paint until paint film is of uniform finish, color, and appearance. 5. The term exposed surfaces includes areas visible when permanent or built-in fixtures are in place. Extend coatings in these areas to maintain system integrity and provide desired protection. 6. Paint surfaces behind movable equipment and furniture the some as similar exposed surfaces. Paint surfaces behind permanently fixed equipment or furniture with prime coat only. 7. Paint back sides of access panels and removable or hinged covers to match exposed surfaces, H. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable and before subsequent surface deterioration. Allow sufficient time between successive coats to permit proper drying. Do not recoat until paint has dried. I. Application Procedures: Apply paints and coatings by brush, roller, spray or other applicators according to manufacturer's directions. 1. Brushes: Use brushes best suited for the material applied. 2. Rollers: Use rollers of carpet, velvet back, or high -pile sheep's wool as recommended by the manufacturer for the material and texture required. 3. Spray Equipment: Use airless spray equipment with orifice size as recommended for the material and texture required. J. Minimum Coating Thickness: Apply materials at the manufacturers , recommended spreading rate. Provide the total dry film thickness of the entire system as recommended by the manufacturer. K. Block Fillers: Apply block fillers at a rate to ensure complete coverage with pores filled. L. Prime Coats: Before applying finish coats, apply a prime coat to material to be painted or finished that has not been prime -coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no burn -through or other defects due to insufficient sealing, M. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not complying with specified requirements. N, Cleanup: At the end of each work day, remove empty cans, rags, rubbish, and other discarded paint materials from the site. 1. After completing painting, clean glass and paint -spattered surfaces. Remove spattered paint by washing and scraping. Be careful not to scratch or damage adjacent finished surfaces. 0. Protection: Protect work of other trades, whether being painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect. P. Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing painting operations, 1. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. Q. Paint Schedule: Provide the following paint systems for the various substrates indicated: 1. Exterior Paint Schedule: a. Concrete: 1) Lusterless (Flat) Acrylic Finish: Two coats with total dry film thickness, not less than 3.5 mils. 2) First and Second Coats: Exterior acrylic emulsion. b. Concrete Masonry Units: 1) Lusterless (Flat) Acrylic Finish: Two coats over block filler with total dry film thickness, not less than 3.5 mils, excluding the block filler. 2) Block Filler: High-performance latex block filler, 3) First and Second Coats: Exterior acrylic emulsion. c. Fiber -reinforced Concrete Siding and Gypsum Drywall: 1) Lusterless (Flat) Acrylic Finish: Two finish coats over primer with total dry film thickness, not less than 3.5 mils. 2) Primer: Exterior primer coating. 3) First and Second Coats: Exterior acrylic emulsion. d. Wood Trim: 1) Medium Shade, High -gloss Alkyd Finish: Two finish coats over primer. 2) Primer: Exterior primer coating. 3) First and Second Coats: Medium -shade, ready -mixed exterior oil paint. e. Ferrous Metal: Primer is not required on shop primed items. 1) Full Gloss Alkyd Enamel: Two finish coats over primer. 2) Primer: Synthetic rust -inhibiting primer. 3) First and Second Coats: Gloss alkyd enamel. f. Zinc -Coated Metal: 1) High -Gloss Alkyd Enamel: Two finish coats over primer. 2) Primer: Galvanized metal primer. 3) First and Second Coats: Gloss alkyd enamel. g. Aluminum: 1) High Gloss Alkyd Enamel: Two finish coats over primer. 2) Primer: Alkyd type primer. 3) First and Seond Coats: Gloss alkyd enamel. h. Exterior Finish System: Magna Wall 1) See Section 07243 Exterior Finish System - Elastomeric Coating 2. Interior Paint Schedule a. Gypsum Drywall, Ceilings and Apartment Building Walls: 1) Lusterless (Flat) Emulsion Finish: Two coats. 2) Primer: White, interior, latex -based primer, 3) Finish Coat: Inteiror, flat, latex -based paint. b. Gypsum Drywall, Amenity Building Walls: 1) Odorless Semigloss Alkyd Enamel Finish: Three coats with total dry film thickness not less than 2.5 mils. 2) Primer: White, interior, latex -based primer. 3) First and Second Coats: Interior, semi -gloss, odorless, alkyd enamel. c. Woodwork, Apartment Buildings: 1) Semigloss Enamel Finish: Two -coats. 2) Undercoat: Interior enamel undercoat. 3) Finish Coat: Interior, semigloss, odorless, alkyd enamel d. Woodwork, Amenity Buildings 1) Full -gloss Enamel Finish: Two -coats, 2) Undercoat: Interior enamel undercoat. 3) Finish Coat: Gloss alkyd enamel. END OF SECTION 09900 SECTION 10155 - TOILET COMPARTMENTS 1,1 GENERAL A. Submittals: Include the following: 1. Product Data: For each type of toilet compartment and screen specified 2. Shop Drawings: For fabrication and installation of toilet compartment and screen assemblies, 3. Samples: Manufacturer's color charts consisting of sections of actual units showing the full range of colors, textures, and patterns available for each type of compartment or screen indicated. 1.2 PRODUCTS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Crane Plumbing; Sanymetal. 2. General Partitions Mfg. Corp. 3. Global Steel Products Corp. 4. Mills Company (The). 5. Santana Products, Inc. B. Steel Sheets for Color -Coated Finish: Provide mill -phosphatized steel sheet, in manufacturer's standard baked finish and thicknesses, that is leveled to stretcher -leveled flatness and that complies with the requirements of ASTM A 591 (ASTM A 591M), Class C; or ASTM A 653 (ASTM A 653M), in manufacturers standard coating designation. C. Pilaster Shoes and Sleeves (Caps): ASTM A 666, Type 302 or 304 stainless steel, not less than 0.0312 inch (0.8 Trim) thick and 3 inches (75 mm) high, finished to match hardware. D. Stirrup Brackets: Manufacturer's standard ear or U-brackets for attaching panels and screens to walls and pilasters of chrome -plated, nonferrous, cast zinc alloy (zamac) or clear -anodized aluminum. E. Hardware and Accessories: Manufacturer's standard design, heavy-duty operating hardware and accessories of chrome -plated, nonferrous, cast zinc alloy (zamac) or clear -anodized aluminum. F. Overhead Bracing: Manufacturers standard continuous, extruded -aluminum head rail with antigrip profile in manufacturer's standard finish. G. Anchorages and Fasteners: Manufacturer's standard exposed fasteners of stainless steel or chrome -plated steel or brass, finished to match hardware, with theft -resistant -type heads. Provide sex -type bolts for through -bolt applications, For concealed anchors, use hot -dip galvanized or other rust -resistant, protective -coated steel. H. Fabrication: As follows: 1. Provide standard doors, panels, screens, and pilasters fabricated for compartment system. Provide units with cutouts and drilled holes to receive compartment -mounted hardware, accessories, and grab bars, as indicated. 2. Overhead -Braced -and -Floor -Anchored Compartments: Provide manufacturers standard corrosion -resistant supports, leveling mechanism, fasteners, and anchors at pilasters to suit floor conditions. Make provisions for setting and securing continuous head rail at top of each pilaster. Provide shoes at pilasters to conceal supports and leveling mechanism. 3. Wall -Hung Screens: Provide units in sizes indicated of same construction and finish as compartment panels, unless otherwise indicated. 4. Doors: Unless otherwise indicated, provide 24-inch (610-mm) wide in -swinging doors for standard toilet compartments and 36-inch (914-mm) wide out -swinging doors with a minimum 32-inch (813-mm) wide clear opening for compartments indicated to be handicapped accessible. 5. Hinges: Manufacturers standard self -closing type that can be adjusted to hold door open at any angle up to 90 degrees. tl(!c It r I IR NOTES rJA !�; � � 01 5 12/22/20 ISSuE FOR PERMIT f D Q4 12/21/2000 BID SET A3 08/12/99 PRELIMINARY BID Q 2 01/14M13 BID SET REVIEW I 06/18/ ,a OWNER REVIEW Rev. No Date Issue History AM sm 6 No FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, winter Park, Fl. 32789 (407) 629-0595 5T0NE5Nn^/*,I/VVN II " � `- a t 5ANFOML.) Apr. ��__ Date 0(2/la/99 5PECIFIGATION5 MR10 0 2 0 01 21 6 C 0 V y P, n 0 E 0 N 0 0 .o E 0 n .N 0 a a 3 2 N W L C V a 0 V U N 11 _o T 0 0 0 V 0 a t 0 U 0 Z E 0 - z U J U U U Y w /I 9 // FILE, PLOT SCALE- 0=Y-13" LAST PLOT. 2 3 4 5 6 7 9 0 I n ci cu w 0 0 W as w Li u LD 3 Q 3 Q ry Q as C4 (71 Ln Cl) w w 0 z z 0 Q ry w 2 z 0 U w U Q J 3 1 C W M E fd 6. Latch and Keeper: Manufacturers standard surface -mounted latch unit with combination rubber -faced door strike and keeper designed for emergency access. Provide units that comply with accessibility requirements of authorities having jurisdiction at compartments indicated to be handicapped accessible. 7. Coat Hook: Manufacturer's standard combination hook and rubber -tipped bumper, sized to prevent door from hitting compartment -mounted accessories. 8. Door Bumper: Manufacturer's standard rubber -tipped bumpers at out -swinging doors or entrance screen doors. 9. Door Pull: Manufacturers standard unit that complies with accessibility requirements of authorities having jurisdiction at out -swinging doors, Provide units on both sides of doors at compartments indicated to be handicapped accessible. i IN11141110ki A. Installation: Comply with manufacturers written installation instructions. Install units rigid, straight, plumb, and level. Provide clearances of not more than 1/2 inch (13 mm) between pilasters and panels and not more than 1 inch (25 mm) between panels and walls. Secure units in position with manufacturer's recommended anchoring devices. B. Wall -Hung Screens: Attach with anchoring devices according to manufacturers written instructions and to suit supporting structure. Set units level and plumb and to resist lateral impact. C. Hardware Adjustment: Adjust and lubricate hardware according to manufacturers written instructions for proper operation. Set hinges on in -swinging doors to hold open approximately 30 degrees from closed position when unlatched. Set hinges on out -swinging doors and swing doors in entrance screens to return to fully closed position. END OF SECTION 10155 SECTION 10522 - ARE EXTINGUISHERS, CABINETS, AND ACCESSORIES 1.1 GENERAL A. Submittals: Submit the following: 1. Product Data: Include rough -in dimensions, details showing mounting methods, relationships of box and trim to surrounding construction, door hardware, cabinet type and materials, trim style, door construction, panel style, and materials. 2. Samples for Initial Selection: Manufacturer's color charts showing full range of colors, textures, and patterns available for each finish indicated or exposed to view. B. Coordination: Verify that cabinets are sized to accommodate type and capacity of extinguishers indicated. C. UL-Listed Products: Fire extinguishers shall be UL listed with UL listing mark for type, rating, and classification of extinguisher. D. FM -Listed Products: Fire extinguishers approved by Factory Mutual Research Corporation for type, rating, and classification of extinguisher with FM marking. 1.2 PRODUCTS A. Fire Extinguishers: Provide fire extinguishers for each cabinet and for other locations indicated. 1. Multipurpose Dry Chemical Type: UL-rated 2-A:10-B:C, 5 lb nominal capacity, in enameled steel container. B. Mounting Brackets: Provide brackets of sizes required for type and capacity of extinguisher indicated, in plated finish. 1.3 EXECUTION A. Installation: Fallow manufacturer's printed instructions. B. Install at heights indicated, or if not indicated, at heights to comply with applicable regulations of governing authorities. 1. Prepare wall recesses for cabinets as required by type and size of cabinet and style of trim and to comply with manufacturer's instructions. 2. Fasten mounting brackets and fire extinguisher cabinets to structure, square and plumb. END OF SECTION 10522 SECTION 10550 - POSTAL SPECIALTIES 1.1 GENERAL A. Submittals: Manufacturer's data and installation instructions, finish samples, and shop drawings showing locations, elevations, and sections. B. Requirements of Regulatory Agencies: Comply with current requirements for materials, products, and installation in applicable U.S. Postal Service (USPS) Publications. 1.2 PRODUCTS A. Horizontal Mail Boxes: Size and type shown on drawings and complying with USPS Publication 17. Manufacturer's standard, heavy-metal construction with each compartment equipped to receive tenant's name card. Fabricate unit's concealed components of manufacturer's standard sheet aluminum or galvanized steel. 1. Read -Loading Type: Manufacturer's standard unit, with solid closure and positive latching mechanism. 2. Locking: Construct unit with provisions to receive locks provided by local postmaster for access by letter carriers for loading. 3. Compartment Doors: Extruded aluminum with satin -anodized finish to suit type of frame and loading method, and as shown on drawings. 2 SECTION 11452 - RESIDENTIAL APPLIANCES a. Door Locks: USPS approved five -pin cylinder with two keys for each door. Key each lock differently and master key. b. Identification: Heat -stamped numbers on plastic tabs or engraved numbers on 1.1 GENERAL door face, as indicated. A. This Section includes the following types of residential appliances: B. Parcel Lockers: Provide floor or pedestal mounted parcel locker units as shown, of size and type indicated. Comply with USPS Publication. 1. Cooking equipment, including ranges and ovens. 1. Compartment: Manufacturer's standard design fabricated of aluminum or 2. Refrigerator/freezers with automatic ice maker. galvanized steel with finish matching compartment door finish. 3. Dishwashers. 4. Under cabinet microwaves. 2. Front Doors: One-piece aluminum plate or extrusion with clear -anodized finish. 5. Washers and dryers. 3. Identification: Match locker and key numbers as shown or, if not shown, as 6. Garbage disposal. designated by USPS from manufacturer's standards. 4. Locking: Dual -lock mechanism on each door that retains the tenant key until released by the LISPS control key. Door lock is a Five -pin cam lock, and the key B. Submittals: Submit the following: retainer lock is either an Arrow postal service lock or other USPS-approved lock. 5. Read Door or Cover: Design and construct to swing or slide open or be removed 1. Product data for each appliance required. Provide complete operating and to permit parcel loading. Secure door in closed position by latch or other closing maintenance instructions. mechanism on outside of door and design to prevent opening from front of locker. C. Energy Ratings: Provide appliances that carry labels indicating energy cost 1.3 EXECUTION analysis (estimated annual operating costs) and efficiency information as A. Installation: Comply with applicable USPS Publications and manufacturer's required by Federal Trade Commission. instructions. Install complete with grounds, brackets, anchors, trim, and accessories. D. UL and NEMA Compliance: Provide electrical components that are listed and labeled by UL and comply with applicable NEMA standards. END OF SECTION 10550 E. AHAM Standards: Provide appliances that conform to the following standards of the Association of Home Appliance Manufacturers: SECTION 10800 - TOILET AND BATH ACCESSORIES 1. Refrigerators and Freezers: Total volume and shelf area ratings certified in accordance with ANSI/AHAM HRF-1. 1.1 GENERAL F. Manufacturer: A. Submittals: Manufacturer's product data for each toilet accessory item specified, 1. Whirlpool. including details of construction relative to materials, dimensions, gages, profiles, mounting methods, specified options, and finishes. 1.2 PRODUCTS 1.2 PRODUCTS A. Appliances specified herein are for installation in apartment units only. A. Manufacturers: Subject to compliance with requirements, manufacturer's providing Refer to Interior Design documents for appliances to be installed in amenity products which may be interpreted in the Work, include, but are not limited to the buildings. following: B. Finish: Provide residential appliances in the manufacturers standard 1. A & J Washroom Accessories, porcelain enamel finish. 2. American Specialties, Inc. 3. Bobrick Washroom Equipment, Inc. 1. Colors: Provide manufacturers standard colors. 4. Bradley Corporation. 5. General Accessory Manufacturing Co. C. Freestanding Electric Range: Whirlpool RF362B, 30-inch, freestanding range 6. McKinney/Parker. with recessed, hinged, porcelain enamel, four -burner cooktop containing two 8-inch and two 6-inch coil -type surface burner elements with removable 8. Materials, General: Fabricate toilet accessory items from the following materials chrome -plated drip pans and trim rings; oven equipped with an interior light, and according to requirements specified for individual accessory items: four rack levels, two removable, tilt -proof, chrome -plated, self-locking racks, a two-piece porcelain enamel broiler pan and a counterbalanced, removable, oven 1. Stainless Steel: AISI Type 302/304, with polished No. 4 finish, 0.050-inch door with a towel -bar -type handle; a storage drawer below the oven; and a (18-gage) minimum thickness, unless otherwise indicated. combination, surface burner/oven control panel with rotary -type burner and 2. Baked Enamel Finish: Factory -applied, gloss white, baked acrylic enamel coating. oven controls with removable knobs, burner "ON" indicator light, automatic oven 3. Galvanized Steel Mounting Devices: ASTM A 153, hot -dip galvanized after timer control. Provide adjustable leveling legs. fabrication. 4. Fasteners: Screws, bolts, and other devices of some material as accessory unit, D. Top -Mount Freezer -Type Refrigerator/Freezer: Whirlpool-ET-18NLXF, or of galvanized steel where concealed. Freestanding, frost -free, two -door, top -mount freezer model C. Roll -In -Reserve Toilet Tissue Dispenser (Amenity Buildings): Fabricate of refrigerator/freezer on adjustable rollers. Provide reversible doors with door stainless steel for mounting indicated below, size to store and dispense either shelves. 4-1/2-inch-diameter or 5-inch-diameter core tissue rolls, with reserve roll placed 1. Capacity. Provide the following minimum values, measured according to in service by automatic release or by action of manual release bar. Hinge front of ANSI/AHAM HRF-1 and certified by AHAM: unit with pivot hinge and secure with tumbler lockset. a. Total volume: 18.0 cu. ft. 1. Mounting: Surface mounted, concealed anchorage. 2. Energy Consumption: Measured and certified at not more than 3.0 kWh/day D. Single -Roll Toilet Tissue Dispenser (Apartment Buildings): Size to accommodate under average conditions. core type tissue to 4-1/2-inch-diameter roll bright polish finish (Cweco #664 or 3. Temperature Controls: Separate controls for each compartment and a equal). switch for condensation -control heating element at freezer opening. 4. Storage Features: Provide the following standard features: E. Recessed Combination Towel Dispenser/Water Receptacle Unit with Projecting Receptacle: (Amenity Buildings) a. Adjustable glass interior cabinet shelves. b. Meat compartment. 1. Stainless steel combination unit fabricated for nominal 4 inch wall depth and with c. Vegetable crisper. continuous seamless 1 inch wide wall flange. Provide towel compartment in upper d. Butter conditioning compartment. portion of unit, designed to dispense not less than 400 C-fold or 200 multi -fold e. Removable egg trays. paper towels, double -panel door with continuous piano hinge and tumbler lock. f. Automatic ice maker. Waste receptacle in lower portion of unit provided with reusable, heavy-duty vinyl liner, minimum 12 gallon capacity, secured in place by tumber lock. E. Built -In Dishwasher: Whirlpool #DU800-CWD, Under -counter automatic dishwasher with porcelain enamel interior, sized to replace 24-inch base F. Stainless Steel Grab Bars (Apartment Buildings 1st Floor and Amenity Buildings): cabinet. Dishwasher shall be operable at water pressures from 15 to 120 psi Provide grab bars with wall thickness not less than .050 inch (18 gage) and as and shall not require more than 12.0 gallons of water for normal wash cycle. follows: Provide two wash levels. Include full -extension vinyl -coated upper and lower dish racks and removable silverware basket. Provide sound -absorbing exterior 1. Mounting: Concealed, manufacturers standard flanges and anchorages. insulation blanket around tub and back to reduce noise. Include soft food 2. Clearance: 1-1/2-inch clearance between wall surface and inside face of bar. disposer, self-cleaning food filter system and a sealed detergent dispenser and automatic rinsing aid dispenser in the door liner. Provide solid-state 3. Gripping Surfaces: Manufacturer's standard nonslip texture. electronic, press -to -start type dishwasher controls. 4. Medium -Duty Size: Outside diameter of 1-1/4 inches. 1. Wash Cycles: Provide normal wash, light (low -energy) wash, and rinse -and -hold wash cycles. G. Sanitary Napkin Disposal, Surface -Mounted (Amenity Buildings): Fabricate units 2. Dry Cycles: Provide hot air-dry and energy -saving, heat -off, drying cycles. of stainless steel with seamless exposed walls, tightly self -closing top cover and locking bottom panel with continuous stainless steel piano hinge. 3. Finish: Black glass door front and lower access panel. H. Liquid Soap Dispenser, Horizontal Tank Type (Amenity Buildings): Fabricate for F. Microwave Oven with Charcoal Filter Kit: Provide 600-watt output with 10 surface mounting, sized for 40-fluid ounce minimum capacity. Provide stainless power levels and timed, temperature -controlled cooking. Include a swing -type steel piston, springs, and internal parts designed to dispense soap in measured glass door with observation window. Provide for under cabinet mounting. quantity by pump action. Provide cover of type 304 stainless steel in No. 4 finish, with unbreakable window type refill indicator. G. Clothes Washers: Whirlpool LXR-7144E, Extra large capacity, freestanding, automatic, top -loading clothes washer, operable at water pressures from 30 to 1. Equp unit with push -type value for dispensing soap in liquid form (Amenity 120 psi. Provide 2.3 cu. ft. capacity, perforated, porcelain enamel tub Buildings). containing a removable multivane agitator with minimum 200-deg arc sweep. Include automatic bleach and fabric dispensers, self-cleaning lint filter, and I. Shower Curtain Rods (Aparment Buildings): Chrome Plated Aluminum Type: unbalanced load compensator. Provide 5-foot inlet hose and 4-foot drain Fabricate with outside diameter not less than 1" and wall thickness not less than 20 hose. Provide washer with self -leveling rear legs. gage; furnish flanges to match rod. (Cweco #101P & 110 or equal). 1. Controls: Provide solid-state electronic controls for adjustable, metered J. Towel Bars (Aparment Buildings): Chrome Plated Aluminum Type: 5/8" square water fill -levels, wash/rinse water temperatures, and variable -speed cycle/fabric bar x 24" long; bright, polished finish. (Cweco 351A or equal). selectors. K. Medicine Cabinets (Apartment Buildings): White PVC Type: With bright polished a• Wash Cycles: Provide 7 automatic cycles, one wash -spin cycle. b, Wash Temperature: Four wash/rinse water temperature settings, four water chrome plated framed mirror door. (Vista 9600 or equal), levels. c. Removable lint filter. 1.3 EXECUTION d. Bleach and fabric softener dispensers. A. Installation: Install toilet accessory units according to manufacturers' printed e. Spin cycle safety switch. installation instructions, using fasteners appropriate to substrate as recommended by 2. Motor: Minimum 1/3 hp, permanently lubricated, single -speed, reversible unit manufacturer. Install units plumb and level, firmly anchored in locations and at motor with built-in thermal overload protector. heights indicated. 1. Adjust toilet accessories for proper operation and verify that mechanisms function H. Electric Clothes Dryer: Whirlpool LGR-463-4E, Extra large capacity, freestanding, front -loading clothes dryer. 120/240V service with 5,000-W heat smoothly. Replace damaged or defective items. input, minimum 16-lb. capacity, timed cycle selection, fabric selector, 2. Clean and polish all exposed surfaces strictly according to manufacturer's cycle -end signal, and safety starting control; removable lint filter. recommendations after removing temporary labels and protective coatings. END OF SECTION 10800 3 I.I I. Garbage Disposal: 1/3 horsepower motor, 1725 rpm, overload protection, wall -switch operated; corrosion -resistant construction, with quick -mounting feature, stainless steel sink flange, cushioned suspension, and stainless steel grinding chamber; jam -resistant cutting/shredding mechanism featuring swivel -mounted impellers on turntable, cast tool steel grinding ring, and cutlery steel undercutter blade; insulated housing for grinding chamber; anti -splash guard and combination cover/stopper. 1.3 EXECUTION A. Installation:' Comply with manufacturer's instructions and recommendations. B. Freestanding Equipment: Place units in final locations after finishes have been completed in each area. Verify that clearances are adequate to properly operate equipment. END OF SECTION 11452 SECTION 12372 - KITCHEN CASEWORK 1.1 GENERAL A. Submittals: In addition to product data for each casework and hardware type indicated, submit the following: 1. Shop drawings for casework showing location and size, accessories, materials, finishes, filler panels, and anchorage details to countertop and walls. 2. Shop drawings for countertops showing sizes, shapes, edge and backsplash profiles, cutouts for plumbing fixtures, and methods of joining. 3. Samples of sections of units showing the full range of colors, textures, and patterns available for each type of material indicated or exposed to view. B. Kitchen Casework: Comply with ANSI/KCMA A161.1 and HUD "Minimum Property Standards," Housing 4910.1, paragraph 611-1.1. 1. KCMA Certification: Provide kitchen casework with Kitchen Cabinet Manufacturers Association (KCMA) "Certified Cabinet" seal affixed in a semiexposed location of each unit, showing compliance with above standard. C. Plastic Laminate Countertops: Comply with ANSI A161.2. D. Field Measurements: Verify casework dimensions by field measurements. Verify kitchen casework can be installed in compliance with the original design and referenced standards. 1.2 PRODUCTS A. Manufacturers: Subject to compliance with requirements, manufacturers offering products which may be incorporated in the Work include, but are not limited to the following: 1. Kitchen Casework: a. Imperial Cabinet Co. J. Merillat Industries, Inc. c. Triangle Pacific Corp. d. Yorktowne Cabinets 2. Plastic Laminate for Countertops a. Domtor Industries, Inc. b. Formica Corp. c. Laminart d. Nevamor Corp. e. Sterling Engineered Products, Inc., Pionite f. Westinghouse Electric Corp., Micarto Div. g. Wilson Plastics Co., Dart Industries, Inc. B. Particleboard: ANSI A208.1, mat -formed particleboard, Grade 1-M-2 with minimum density of 40 pcf, internal bond of 60 psi, and minimum screw -holding capacity of 225 lb on faces and 200 lb on edges. C. Hardwood Plywood: ANSI/HPMA HP hardwood and decorative plywood, Good Grade (1) or better. D. Particleboard Core Plywood: ANSI/HPMA HP hardwood and decorative plywood, Good Grade (1) or better. E. Solid Wood: Clear, dry, sound, and free of defects selected from First Grade lumber as defined by NHLA. F. Hardboard: ANSI A135.4, Class 1, tempered. G. Plastic Laminate: NEMA LD 3. H. Thermoset Decorative Panels: Comply with ALA-1988 and NEMA LD 3 for GP 20; melamine or polyester. I. Sizes, dimensions, and thicknesses given are minimum dimensions. J. Face Stye: Flush overlay. K. Face Frame: Frameless. L. Concealed Surfaces: Sound and dry solid wood, plywood, or particleboard without defects affecting strength, utility, or stability. M. Sides, Dividers, Tops, Bottoms, Shelves, and Stretchers: Plastic laminate GP 28 on 1/2 inch thick particleboard. Provide stretchers for top of base cabinet. N. Back Panels: 1/8 inch thick hardboard with thermoset decorative finish on interior surfaces fastened to rear edge of end panels and to top of base cabinet. 0. Exposed Edge Treatment: Edge doors and drawer fronts with plastic laminate of some material as exposed faces. P. Semi -exposed Edge Treatment: Edge top of drawer body with high -impact plastic tee edging. Edge remaining casework surfaces with plastic laminate GP 28 matching adjoining plastic laminate in color, pattern, and finish. Q. Doors, Drawer Fronts, Fixed Panels, Toeboards, and Ends: Plastic laminate GP 28 on 5/8 inch thick particleboard. R. Drawers: Fabricate with front, bottom, and back rabbeted in sides and secured with glue and mechanical fasteners as follows: 1. Subfronts, Sides and Backs: 3/8 inch thick particleboard. 2. Bottoms: 1/4 inch thick particleboard set into rabbets in back, sides, and front. 3. Drawer Suspension: Provide for a minimum capacity of 50 Ibs, with twin track, side -mounted drawer glide suspension with nylon rollers. Provide self -closing feature and positive stop. S. Joinery. Rabbet backs flush into end panels and secure with concealed mechanical fasteners. Connect tops and bottoms of wall cabinets and bottom and stretchers of base cabinets to ends and dividers with mechanical fasteners. Rabbet tops, bottoms, and backs into end panels. T. Subbase: 3/4 inch thick particleboard. U. Toe Board: 5/8 inch thick particleboard, attached to subbase with concealed fasteners. V. Hardware: Comply with ANSI A156.9. Provide type, material, size, and finish as selected from manufacturer's standard choices. i W. Countertops: Comply with ANSI A161.2. 1. Plastic Laminate Countertops: NEMA LD 3. 2. Plastic Laminate Substrate: Comply with ASTM D 1037. 3. Backer Sheet: Provide BK 20 backer sheet wherever the unsupported countertop area exceeds 4 sq, ft. and substrate is 3/4 inch thick; 6 sq. ft. and substrate is 1 inch thick; 8 sq. ft. and substrate is 1-1/8 inches or thicker. 4. Countertop, Backsplash, and Endsplash Plastic Laminate: PF 42. X. Countertop Configuration: Provide the following: 1. Front Style: No drip. 2. Cove: Direct bond. 3. Backsplash and Endsplash Style: Curved or waterfall shape with scribe. 1.3 EXECUTION A. Install casework with no variations in flushness of adjoining surfaces using concealed shims. Where casework abuts other finished work, scribe and cut for accurate fit. Provide filler strips, scribe strips, and moldings in finish to match casework face. B. Install casework without distortion so that doors and drawers fit openings properly and are aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete the installation of hardware and accessories as indicated. C. Install casework and countertop level and plumb to a tolerance of 1/8 inch in 8 feet. D. Fasten unit of casework to adjacent unit and into structural support members of wall construction with #10 sheet metal or wood screws with washer head or washer. E. Fasten plastic laminate countertops by screwing through corner blocks in base units into underside of countertop. Spline and glue joints in countertops and provide concealed mechanical clamping of joint. END OF SECTION 12372 SECTION 12511 - HORIZONTAL LOUVER BLINDS 1.1 GENERAL A. Submittals: In addition to product data for each type of horizontal louver blind, submit the following: 1. Samples of each color slat required. B. Surface Burning Characteristics: Provide blinds tested per NFPA 701, Small Scale Vertical Burn Test and listed for rating indicated by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. 1.2 PRODUCTS A. Provide horizontal louver blinds complying with American Window Covering Manufacturers Association (AWCMA) Document 1029, and as follows: 1. Nominal Slat Width: 1 inch (mini blinds.) a. Slat Color: White. 2. Slat Material: Selected by Architect from manufacturer full range of material as follows: a. Material PVC. 3. Cord Lock Operation: Cord lock, locks pull cord to stop blind at any position in ascending or descending travel. 4. Cord Lock Operation: Top cord, locks pull cord to stop blind in either fully opened or fully closed position only and is equipped with a ring pull not more than 10 inches long. 5. Cord Equalizers: Self -aligning to maintain horizontal blind position. 6. Unit Sizes: Fill openings as follows: a. Blind Units Installed Between (Inside) Jambs: Width and length equal to 1/2 inch less than opening. B. Installation Fasteners: Not less than two fasteners per bracket. 1.3 EXECUTION A. Finishing Operations: Complete all finishing operations, including painting, before beginning installation. B. Install blinds level, plumb, and located so exterior slat edges are not closer than 1 inch to interior face of glass lites. Gaps between slat ends and jambs do not exceed 1/4 inch plus or minus 1/8 inch, and bottom rail in fully lowered position is within 1/2 inch of bottom of window or other opening. END OF SECTION 12511 SECTION 12512 - VERTICAL LOUVER BLINDS 1.1 GENERAL A. Submittals: In addition to product data for each type of vertical louver blind, submit the following: 1. Samples of each color vane required. B. Surface Burning Characteristics: Provide blinds tested per NFPA 701, Small Scale Vertical Burn Test and listed for rating indicated by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. 1.2 PRODUCTS A. Provide vertical louver blinds as follows: 1. Vane Material: Selected by Architect from manufacturer's full range of materials as follows: a. Material: PVC. b. Material: PVC with fabric insert. c. Material: Fabric. d. Material: Aluminum. 2. Vane Color: Selected by Owner from manufacturer's full range of colors produced for vertical blinds specified. 3. Nominal Vane Width: 3-1/2 inches. 4. Bottom: Connecting or spacing chains. 5. Bottom: Weights. B. Blind Unit Size When Installed Between (Inside) Jambs: Width and length equal to 1/2 inch less than opening. C. Blind Unit Size When Installed Outside Jambs: Width and length as indicated, with terminations between blinds of end -to -end installations at centerlines of mullion or other defined vertical separations between openings. D. Installation Fasteners: Not less than two fasteners per bracket. 1.3 EXECUTION A. Finishing Operations: Complete all finishing operations, including painting, before beginning installation. B. Install blinds level and plumb. END OF SECTION 12512 i J a 3 0 a C V 0 0 U X L r .3 E U n t 0 0 U D E 0 W 0 0 V 2 Q N 3 L 0 D 2 a 2 0 T n n 0 0 Er L 0 a Q L 0 V .0 0 N >_ 3 z 0 0 T 0 5 12/22/20 IssuE FoR PERMIT W 12/21/2000 BID SET m 3 08/12/99 PRELIMINARY BID Q 2 01/14/99 BID SET REVIEW 1 06/18/99 OWNER REVIEW Rev. No Date Issue History el F'UGT EBERG KOCH .ARCHITECTS G Orlando 2555 Temple Trail, winter Park, Fl. 32789 (407) 629-0595 ' I CITY OF SANFORD, FLORIDA FILE Ck. Date 0(0/18/99 P,n, 3659-40 L PLOT SCALE, 12"=V-1) r LAST PLOT, 5 6 S 9 10 FA C C I 4 SECTION 11452 -RESIDENTIAL APPLIANCES 1. Garbage Disposal: 1/3 horsepower motor, 1725 rpm, overload protection, W. Countertops: Comply with ANSI A161.2. a. Door Locks: LISPS approved five -pin cylinder with two keys for each door. Key wall -switch operated; corrosion -resistant construction, with quick -mounting feature, stainless steel flange, cushioned suspension, and stainless steel 1. Plastic Laminate Countertops: NEMA LD 3. 6. Latch and Keeper: Manufacturer's standard surface -mounted latch unit with combination rubber -faced door strike and keeper designed for emergency each lock differently and master key. b. Identification: Heat -stamped numbers on plastic tabs or engraved numbers on 1.1 GENERAL -sink grinding chamber; jam resistant cutting/shredding mechanism featuring swivel -mounted impellers on turntable, cast tool steel grinding ring, and cutlery 2. Plastic Laminate Substrate: Comply with ASTM D 1037. 3. Backer Sheet: Provide BK 20 backer sheet wherever the unsupported access. Provide units that comply with accessibility requirements of authorities having jurisdiction at compartments indicated to be handicapped accessible. door face, as indicated. "`' A. This Section includes the following types of residential appliances: steel undercutter blade; insulated housing for grinding chamber; anti -splash countertop area exceeds 4 sq. ft. and substrate is 3/4 inch thick; 6 sq. ft. is 1 inch thick; 8 sq. ft. and substrate is 1-1/8 inches or Aj B. Parcel Lockers: Provide floor or pedestal mounted parcel locker units as shown, guard and combination cover/stopper. and substrate thicker. 7. Coat Hook: Manufacturer's standard combination hook and rubber -tipped of size and type indicated. Comply with USPS Publication. 1. Cooking equipment, including ranges and ovens. 1.3 EXECUTION 4. Countertop, Backsplash, and Endsplash Plastic Laminate: PF 42. bumper, sized to prevent door from hitting compartment -mounted accessories. 1. Compartment: Manufacturer's standard design fabricated of aluminum or 2. Refrigerator/freezers with automatic ice maker. 3. Dishwashers. A. Installation: Comply with manufacturers instructions and recommendations. X. Countertop Configuration: Provide the following: 8. Door Bumper: Manufacturer's standard rubber -tipped bumpers at out -swinging doors or entrance screen doors. galvanized steel with finish matching compartment door finish. 2. Front Doors: One-piece aluminum plate or extrusion with clear -anodized finish. 4. Under cabinet microwaves. B. Freestanding Equipment: Place units in final locations after finishes have 9. Door Pull: Manufacturer's standard unit that complies with accessibility 3. Identification: Match locker and key numbers as shown or, if not shown, as 5. Washers and dryers, Garbage disposal 6. . been completed in each area. Verify that clearances are adequate to properly P Y q P P Y operate equipment. pqp. Style: 1. Front Ste No drip. 2. Cove: Direct bond. requirements of authorities having jurisdiction at out -swinging doors. Provide designated by USPS from manufacturer's standards. 3. Backsplash and Endsplash Style: Curved or waterfall shape with scribe. units on both sides of doors at compartments indicated to be handicapped 4. Locking: Dual -lock mechanism on each door that retains the tenant key until Submiteoo B. Submittals: the following: END OF SECTION 11452 accessible. released by the USPS control key. Door lock is a five -pin cam lock, and the key 1.3 EXECUTION 1.3 EXECUTION retainer lock is either an Arrow postal service lack or other LISPS -approved lock. 5. Read Door or Cover: Design and construct to swing or slide open or be removed 1. Product data for each appliance required. Provide complete operating and SECTION 12372 -KITCHEN CASEWORK A. Install casework with no variations in flushness of adjoining surfaces using to permit parcel loading. Secure door in closed position by latch or other closing maintenance instructions. 1.1 GENERAL concealed shims. Where casework abuts other finished work, scribe and cut for A. Installation: Comply with manufacturers written installation instructions. mechanism on outside of door and design to prevent opening from front of locker. C. Energy Ratings: Provide appliances that carry labels indicating energy cost hardware accurate fit. Provide filler strips, scribe strips, and moldings in finish to match Install units rigid, straight, plumb, and level. Provide clearances of not more than 1/2 inch (13 mm) between pilasters and panels and not more than 1 inch 1.3 EXECUTION analysis (estimated annual operating costs) and efficiency information as t Submittals: In addition to product data for each casework and indicated, submit the following: casework face. (25 mm) between panels and walls. Secure units in position withtype required by Federal Trade Commission. B. Install casework without distortion so that doors and drawers fit openings manufacturer's recommended anchoring devices. Installation: Comply with applicable LISPS Publications and manufacturer's1. Shop drawings for casework showing location and size, accessories, materials, properly and are aligned. Adjust hardware to center doors an d drawers in instructions. Install complete with grounds, brackets, anchors, trim, and accessories. in D. UL and NEMA Compliance: Provide electrical components that are listed and finishes, filler panels, and anchorage details to countertop and walls. openings and to provide unencumbered operation. Complete the installation of B. Wall -Hung Screens: Attach with anchoring devices according to labeled by UL and comply with applicable NEMA standards, 2. Shop drawings for countertops showing sizes, shapes, edge and backsplash hardware and accessories as indicated. manufacturer's written instructions and to suit supporting structure. Set units level and plumb and to resist lateral impact. END OF SECTION 10550 E. AHAM Standards: Provide a liances that conform to the followin PP 9 profiles, cutouts for plumbing fixtures, and methods of joining. 3. Samples of sections of units showing the full range of colors, textures, and C. Install casework and countertop level and plumb to a tolerance of 1/8 inch standards of the Association of Home Appliance Manufacturers: patterns available for each type of material indicated or exposed to view. in 8 feet. C. Hardware Adjustment: Adjust and lubricate hardware according to manufacturers written instructions for proper operation. Set hinges on SECTION 10800 -TOILET AND BATH ACCESSORIES 1. Refrigerators and Freezers: Total volume and shelf area ratings certified in � B. Kitchen Casework: Comply with ANSI A16-1 and HUD Minimum D. Fasten unit of casework to adjacent unit and into structural support members of wall construction with #10 sheet metal or wood screws with washer in -swinging doors to hold open approximately 30 degrees from closed position accordance with ANSI/AHAM HRF-1. aKCMA Property Standards," Housing 4910.1, paragraph fill-1.1. head or washer. when unlatched. Set hinges on out -swinging doors and swing doors in g g g 9 1.1 GENERAL entrance screens to return to fully closed position. F. Manufacturer: 1. KCMA Certification: Provide kitchen casework with Kitchen Cabinet E. fasten plastic laminate countertops by screwing through corner blocks in END OF SECTION 10155 A. Submittals: Manufacturer's product data for each toilet accessory item specified, including details of construction relative to materials, dimensions, gages, profiles, 1. Whirlpool. Manufacturers Association (KCMA) "Certified Cabinet" seal affixed in a base units into underside of countertop. Spline and glue joints in countertops mounting methods, specified options, and finishes. semiexposed location of each unit, showing compliance with above standard. and provide concealed mechanical clamping of joint. 1.2 PRODUCTS C. Plastic Laminate Countertops: Comply with ANSI A161.2. END OF SECTION 12372 1.2 PRODUCTS A. Appliances specified herein are for installation in apartment units only. D. Field Measurements: Verify casework dimensions by field measurements. SECTION 12511 - HORIZONTAL LOUVER BLINDS SECTION 10522 -FIRE EXTINGUISHERS, CABINETS, AND A. Manufacturers: Subject to compliance with requirements, manufacturer's providing Refer to Interior Design documents for appliances to be installed in amenity Verify kitchen casework can be installed in compliance with the original design IIA GENERAL ACCESSORIES products which may be interpreted in the Work, include, but are not limited to the buildings. and referenced standards. C following: B. Finish: Provide residential appliances in the manufacturer's standard A. Submittals: In addition to product data for each type of horizontal louver 1.2 PRODUCTS blind, submit the following: 1.1 GENERAL 1. A & J Washroom Accessories. porcelain enamel finish. 2. American Specialties, Inc. A. Manufacturers: Subject to compliance with requirements, manufacturers 1. Samples of each color slat required. A. Submittals: Submit the following: 3. Bobrick Washroom Equipment, Inc. 1. Colors: Provide manufacturer's standard colors. offering products which may be incorporated in the Work include, but are not 4. Bradley Corporation. limited to the fallowing: B. Surface Burning Characteristics: Provide blinds tested per Small 1. Product Data: Include rough -in dimensions, details showing mounting 5. General Accessory Manufacturing Co. C. Freestanding Electric Range: Whirlpool RF362B, 30-inch, freestanding range UL or another testing Scale Vertical Burn Test and listed for rating indicated or a the methods, relationships of box and trim to surrounding construction, door 6. McKinney/Parker. with recessed, hinged, porcelain enamel, four -burner cooktop containing two 1. Kitchen Casework: jurisdiction. and inspecting agency acceptable to authorities having jurisdiction. yl hardware, cabinet type and materials, trim style, door construction, panel stye, 8-inch and two 6-inch coil -type surface burner elements with removable and materials. B. Materials, General: Fabricate toilet accessory items from the following materials chrome -plated drip pans and trim rings; oven equipped with an interior light, a. Imperial Cabinet Co. 1.2 PRODUCTS and accordingto requirements specified for individual accessory items: q P Y four rack levels, two removable, tilt -proof, chrome -plated, self-locking racks, a b. Merillat Industries, Inc. 2. Samples for Initial Selection: Manufacturers color charts showing full range two-piece porcelain enamel broiler pan and a counterbalanced, removable, oven c. Triangle Pacific Corp. A. Provide horizontal louver blinds complying with American Window Covering of colors, textures, and patterns available for each finish indicated or exposed 1. Stainless Steel: AISI Type 302/304, with polished No. 4 finish, 0.050-inch door with a towel -bar -type handle; a storage drawer below the oven; and a d. Yorktowne Cabinets Manufacturers Association (AWCMA) Document 1029, and as follows: to view. (18-gage) minimum thickness, unless otherwise indicated. combination, surface burner/oven control panel with rotary -type burner and 2. Baked Enamel Finish: Factory -applied, gloss white, baked ocryic enamel coating. oven controls with removable knobs, burner "ON" indicator light, automatic oven 2. Plastic Laminate for Countertops 1. Nominal Slat Width: 1 inch (mini blinds.) B. Coordination: Verify that cabinets are sized to accommodate type and 3. Galvanized Steel Mounting Devices: ASTM A 153, hot -dip galvanized after timer control. Provide adjustable leveling legs. a. Slat Color: White. capacity of extinguishers indicated. fabrication. a. Domtar Industries, Inc. 4. Fasteners: Screws, bolts, and other devices of some material as accessory unit, D. Top -Mount Freezer -Type Refrigerator/Freezer: Whirlpool -ET- 1 8NLXF, b. Formica Corp. 2. Slat Material: Selected by Architect from manufacturer full range of material C. UL-Listed Products: Fire extinguishers shall be UL listed with UL listing or of galvanized steel where concealed. Freestanding, frost -free, two -door, top -mount freezer model c. Laminart follows: mark for 'type, rating, and classification of extinguisher,s refrigerator/freezer on adjustable rollers. Provide reversible doors with door Cl.d. Nevamar Corp. a. Material PVC. C. Roll -In -Reserve Toilet Tissue Dispenser (Amenity Buildings): Fabricate of shelves. e. Sterling Engineered Products, Inc., Pionite D. FM -Listed Products: Fire extinguishers approved by Factory Mutual Research stainless steel for mounting indicated below, size to store and dispense either f. Westinghouse Electric Corp., Micarto Div. 3. Cord Lock Operation: Cord lock, locks pull cord to stop blind at any Corporation for type, rating, and classification of extinguisher with FM marking. 4-1/2-inch- or 5-inch-diameter core tissue rolls, with reserve roll laced / P 1. Capacity: Provide the following minimum values, measured according to g. Wilson Plastics Co., Dart Industries, Inc. position in ascending or descending travel. 1.2 PRODUCTS in service by automatic release or by action of manual release bar. Hinge front of unit with pivot hinge and secure with tumbler lockset. ANSI/AHAM HRF-1 and certified by AHAM: B. Particleboard: ANSI A208mat -formed particleboard, Grade 1-M-2 with 4. Cord Lock Operation: Top cord, locks pull cord to stop blind in either fully a. Total volume: 18.0 cu, ft. minimum density of 40 pcf, internal bond of 60 psi, and minimum in, opened or fully closed position only and is equipped with a ring pull not more A. Fire Extinguishers: Provide fire extinguishers for each cabinet and for other 1. Mounting: Surface mounted, concealed anchon�ge, screw -holding capacity of 225 lb on faces and 200 lb on edges. than 10 inches long. locations indicated. D. Single -Roll Toilet Tissue Dispenser (Apartment Buildings): Size to accommodate 2. Energy Consumption: Measured and certified at not more than 3.0 kWh day under average conditions. C. Hardwood Plywood: ANSI/HPMA HP hardwood and decorative plywood, Good 5. Cord Equalizers: Self -aligning to maintain horizontal blind position. 1. Multipurpose Dry Chemical Type: UL-rated 2-A:10-B: C, 5 lb nominal core type tissue to 4-1/2-inch-diameter roll bright polish finish Cweco 664 or � / 9 p ( # 3. Temperature Controls: Separate controls for each compartment and a p Grade 1 or better. ( } capacity, in enameled steel container. equal). switch for condensation -control heating element at freezer opening. 6. Unit Sizes: Fill openings as follows: 4. Storage Features: Provide the following standard features: D. Particleboard Core Plywood: ANSI/HPMA HP hardwood and decorative a. Blind Units Installed Between (Inside) Jambs: Width and length equal to 1/2 B. Mounting Brackets: Provide brackets of sizes required for type and capacity E. Recessed Combination Towel Dispenser/Water Receptacle Unit with Projecting plywood, Good Grade (1) or better. inch less than opening. of extinguisher indicated, in plated finish. Receptacle: (Amenity Buildings) a. Adjustable glass interior cabinet shelves. b. Meat compartment. E. Solid Wood: Clear, dry, sound, and free of defects selected from First B. Installation Fasteners: Not less than two fasteners per bracket. 1.3 EXECUTION 1. Stainless steel combination unit fabricated for nominal 4 inch wall depth and with c. Vegetable crisper. Grade lumber as defined by NHLA. A. Installation: Follow manufacturer's printed instructions. continuous seamless 1 inch wide wall flange. Provide towel compartment in upper portion of unit, designed to dispense not less than 400 C-fold or 200 multi -fold d, Butter conditioning compartment. e. Removable egg trays. F. Hardboard: ANSI A135.4, Class 1, tempered. 1.3 EXECUTION B. Install at heights indicated, or if not indicated, at heights to comply with paper towels, double -panel door with continuous piano hinge and tumbler lock. Waste receptacle in lower portion of unit provided with reusable, heavy-duty vinyl f. Automatic ice maker. G. Plastic Laminate: NEMA LD 3. A. Finishing Operations: Complete all finishing operations, including painting, before beginning installation. applicable regulations of governing authorities. liner, minimum 12 gallon capacity, secured in place by tumber lock. E. Built -In Dishwasher: Whirlpool #DU800-CWD, Under -counter automatic dishwasher with porcelain enamel interior, sized to replace 24-inch base H. Thermoset Decorative Panels: Comply with ALA-1988 and NEMA LD 3 for B. Install blinds level, plumb, and located so exterior slat edges are not closer 1. Prepare wall recesses for cabinets as required by type and size of cabinet F. Stainless Steel Grab Bars (Apartment Buildings 1st Floor and Amenity Buildings): cabinet. Dishwasher shall be o erable at water ressures from 15 to 120 psi P P polyester. GP 20; melamine or of ester. than 1 inch to interior face of lass lites. Gas between slat ends and iambs 9 p � and style of trim and to comply with manufacturer's instructions. Provide rob bars with wall thickness not less than .050 inch (18 gage) and as and shall not require more than 12.0 gallons of water for normal wash cycle. lower do not exceed 1/4 inch plus or minus 1/8 inch, and bottom rail in fully 2. Fasten mounting brackets and fire extinguisher cabinets to structure, square 9 Yl PP and Provide two wash levels. Include full -extension vinyl -coated upper I. Sizes, dimensions, and thicknesses given are minimum dimensions. lowered position is within 1/2 inch of bottom of window or other opening. and plumb. follows: dish racks and removable silverware basket. Provide sound -absorbing exterior END OF SECTION 10522 1. Mounting: Concealed, manufacturer's standard flanges and anchorages, insulation blanket around tub and back to reduce noise. Include soft food disposer, self-cleaning food filter system and a sealed detergent dispenser and J. Face Style: Flush overlay. END OF SECTION 12511 2. Clearance: 1-1/2-inch clearance between wall surface and inside face of bar. automatic rinsing aid dispenser in the door liner. Provide solid-state K. Face Frame: Frameless. SECTION 12512 -VERTICAL LOUVER BLINDS electronic, press -to -start type dishwasher controls. 3. Gripping Surfaces: Manufacturer's standard nonslip texture. L. Concealed Surfaces: Sound and dry solid wood, plywood, or particleboard 1. Wash Cycles: Provide normal wash, light (low -energy) wash, and without defects affecting strength, utility, or stability. 1.1 GENERAL 4. Medium -Duty Size: Outside diameter of 1-1/4 inches. rinse -and -hold wash cycles. A. Submittals: In addition to product data for each type of vertical louver M. Sides, Dividers, Tops, Bottoms, Shelves, and Stretchers: Plastic laminate GP blind, submit the following: G. Sanitary Napkin Disposal, Surface -Mounted (Amenity Buildings): Fabricate units 2. Dry Cycles: Provide hot air-dry and energy -saving, heat -off, drying cycles. 28 on 1/2 inch thick particleboard. Provide stretchers for top of base cabinet. of stainless steel with seamless exposed walls, tightly self -closing top cover and 1. Samples of each color vane required. SECTION 10550 - POSTAL SPECIALTIES locking bottom panel with continuous stainless steel piano hinge. 3. Finish: Black glass door front and lower access panel. N. Back Panels: 1/8 inch thick hardboard with thermoset decorative finish on B. Surface Burning Characteristics: Provide blinds tested per NFPA 701, Small H. Liquid Soap Dispenser, Horizontal Tank Type (Amenity Buildings): Fabricate for F. Microwave Oven with Charcoal Filter Kit: Provide 600-watt output with 10 interior surfaces fastened to rear edge of end panels and to top of base cabinet. Scale Vertical Burn Test and listed for rating indicated by UL or another testing 1.1 GENERAL surface mounting, sized for 40-fluid ounce minimum capacity. Provide stainless power levels and timed, temperature -controlled cooking. Include a swing -type and inspecting agency acceptable to authorities having jurisdiction. steel piston, springs, and internal parts designed to dispense soap in measured glass door with observation window. Provide for under cabinet mounting. 0. Exposed Edge Treatment: Edge doors and drawer fronts with plastic A. Submittals: Manufacturers data and installation instructions, finish samples, and shop drawings showing locations, elevations, and sections. quantity by pump action. Provide cover of type 304 stainless steel in No. 4 finish, with unbreakable window type refill indicator. G. Clothes Washers: Whirlpool LXR-7144E, Extra large capacity, freestanding, laminate of some material as exposed faces. 1.2 PRODUCTS A. Provide vertical louver blinds as follows: i h current requirements for B. Requirements of Regulatory Agencies: Comply w t q 1. Equp unit with push -type value for dispensing soap in liquid form (Amenity automatic, top -loading clothes washer, operable at water pressures from 30 to 120 psi. Provide 2.3 cu. ft, capacity, perforated, porcelain enamel tub P. Semi -exposed Edge Treatment: Edge top of drawer body with high -impact plastic tee edging. Edge remaining casework surfaces with plastic laminate GP 1. Vane Material: Selected by Architect from manufacturers full range of materials, products, and installation in applicable U.S. Postal Service (LISPS) Buildings). containing a removable multivane agitator with minimum 200-deg arc sweep. 28 matching adjoining plastic laminate in color, pattern, and finish. materials as follows: Publications. Include automatic bleach and fabric dispensers, self-cleaning lint filter, and I. Shower Curtain Rods (Aparment Buildings): Chrome Plated Aluminum Type: unbalanced load compensator. Provide 5-foot inlet hose and 4-foot drain Q. Doors, Drawer Fronts, Fixed Panels, Toeboords, and Ends: Plastic laminate a. Material: PVC. b. Material: PVC fabric insert. 1.2 PRODUCTS Fabricate with outside diameter not less than 1" and wall thickness not less than 20 hose. Provide washer with self -leveling rear legs. GP 28 on 5/8 inch thick particleboard. with c. Material: Fabric. A. Horizontal Mail Boxes: Size and type shown on drawings and complying with furnish flanges to match rod. Cweco 101P & 110 or equal). gage; 9 ( # q )' 1. Controls: Provide solid-state electronic controls for adjustable, metered R. Drawers: Fabricate with front, bottom, and back rabbeted in sides and d. Material: Aluminum. LISPS Publication 17. Manufacturer's standard, heavy-metal construction with J. Towel Bars (Aparment Buildings): Chrome Plated Aluminum Type: 5/8" square water fill -levels, wash/rinse water temperatures, and variable -speed cycle/fabric secured with glue and mechanical fasteners as follows: 2. Vane Color: Selected by Owner from manufacturer's full range of colors each compartment equipped to receive tenant's name card. Fabricate unit's concealed components of manufacturer's standard sheet aluminum or galvanized bar x 24" long; bright, polished finish. (Cweco 351A or equal). selectors. 1. Subfronts, Sides and Backs: 3/8 inch thick particleboard. produced for vertical blinds specified. P P a. Wash Cycles: Provide 7 automatic cycles, one wash -spin cycle. 3. Nominal Vane Width: 3-1/2 inches. steel. K. Medicine Cabinets (Apartment Buildings): White PVC Type: With bright polished b. Wash Temperature: Four wash/rinse water temperature settings, four water 2. Bottoms: 1/4 inch thick particleboard set into rabbets in back, sides, and 4. Bottom: Connecting or spacing chains. 9 P 9 1. Read -Loading Type: Manufacturer's standard unit, with solid closure and chrome plated framed mirror door. Vista 9600 or equal). P ( q )' levels. front. 5. Bottom: Weights. positive latching mechanism. 2. Locking: Construct unit with provisions to receive locks provided by local 1.3 EXECUTION c. Removable lint filter. d. Bleach and fabric softener dispensers. 3. Drawer Suspension: Provide for a minimum capacity of 50 lbs. with twin B. Blind Unit Size When Installed Between (Inside) Jambs: Width and length postmaster for access b letter carriers for loading. p y Installation: Install toilet accessory units according to manufacturers' printed e. Spin cycle safety switch. track, side -mounted drawer glide suspension with nylon rollers. Provide equal to 1/2 inch less than opening. 3. Compartment Doors: Extruded aluminum with satin -anodized finish to suit type of frame and loading method, and as shown on drawings. A. installation instructions, using fasteners appropriate to substrate as recommended by 2. Motor; Minimum 1/3 hp, permanently lubricated, single -speed, reversible self -closing feature and positive stop. C. Blind Unit Size When Installed Outside Jambs: Width and length as unit manufacturer. Install units plumb and level, firmly anchored in locations and at motor with built-in thermal overload protector. S. Joinery. Rabbet backs flush into end panels and secure with concealed indicated, with terminations between blinds of end -to -end installations at heights indicated. mechanical fasteners. Connect tops and bottoms of wall cabinets and bottom centerlines of mullion or other defined vertical separations between openings. H. Electric Clothes Dryer: Whirlpool LGR-463-4E, Extra large capacity, and stretchers of base cabinets to ends and dividers with mechanical fasteners. 1. Adjust toilet accessories for proper operation and verify that mechanisms function freestanding, front -loading clothes dryer. 120/240V service with 5,000-W heat Rabbet tops, bottoms, and backs into end panels. D. Installation Fasteners: Not less than two fasteners per bracket. N smoothly. Replace damaged or defective items. input, minimum 16-Ib. capacity, timed cycle selection, fabric selector, 2. Clean and polish all exposed surfaces strictly according to manufacturers cycle -end signal, and safety starting control; removable lint filter. T. Subbase: 3/4 inch thick particleboard. 1.3 EXECUTION after removing temporary labels and protective coatings. U. Toe Board: 5/8 inch thick particleboard, attached to subbase with A. Finishing Operations: Complete all finishing operations, including painting, 9 P P 9 P 9 P 9 concealed fasteners. before beginning installation. END OF SECTION 10800 V. Hardware: Comply with ANSI A156.9. Provide type, material, size, and finish B. Install blinds level and plumb. as selected from manufacturer's standard choices. END OF SEC11ON 12512 6 1 S 9 lm NOTES ® ®z U J T V 4 0 v 12/22/2000 ISSUE FOR PERMIT W = Q 4 12/21/2000 BID SET m Q3 08/12/99 PRELIMINARY BID 2 01/14M BID SET REVIEW I 06/18/99 OWNER REVIEW Rev. No 1 Date Issue History N' FILE, 0 FUGLEBERG KOCH ARCHITECTS Orlando 2555 Temple Trail, winter Park, FI. 32789 (407) 629-0595 CITY OF Ck, di Apr, a �- -Date ID6/18/99 A Pro], 3659-40 PLOT SCALE, 12"=14' LAST PLOT, 2 `7 CITY° ._.� � --� �+ 9 A 9wa sue• x T5 C, �E M+ o liar d. c97 ed. P' "^7 ed. FL.., ;J FL SANFORD BUILDING DEPT THESE PLANS ARE REVIErlEfi AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL Be CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATJOIJS OF THE CODES. OF. ­"o' --tz o WFF'E-24x36-P.dwg ver 1.00 412199 WFPE-24x36-P.dwg ver 1.00 4102/99 r IQt Z-9 < bffAemadamm IPJATER SUPPLY MASTER BEDROOM FLOW TEST FIRE PUMP DATE OF TEST: 03107101 RATED CAPACITY TIME OF TEST: RATED PRESSURE STATIC PRESSURE._ PUMP TYPE: RESIDUAL PRESSURE: 52i WELL PUMP GALLONS FLOWING: 1130 GPNI AVAILABLE: TEST—SAN-FO—RD F—IRE D­EPT.-FpSI AVAILABLE: v RELANAI NO A/S 1Y2" FIRE SPRINKLER RISER SEE DETAIL IL [ - <-L->, L�� -� UNIT 13 HEADS PER FLOOR 6 a N,\ 155 9001 REIL. F11RES118/F2 REL. MOD F-I SSP WHITE SSP CHROME RECESSED RECESSED HANGER SPACING FOR CPVC PIPE -.-.-NOM. PIPE SIZE., —MAX. SPACING 3/4" 6-6-- 111 U-10" 1 A" 6'.6" 1 W. T-O" 2. 8...0.. 2Y2" 3- ',—FASTENER ONE HOLE STRAP CPVC PIPE ONLY V MENICER HANGER # 22-- 'LASS TIG PIPE 2 HOLE STRAP (� ,} (SIZES VARY) (2) #12 x 1 1/4" WOOD SCREWS HANGER # 23a FOR CPVC PIPE ONLY -- BUILDING TYPE I - 1ST FLOOR - FIRE SPRINKLER PIPING PLAN SCALE: 1/8" = 1'- 0 T UNIT B /2� , ��L ALARM BELL INSTALLED ON WEATHERPROOF BOX (1) 12 HEAD CABINET VIJ/ WRENCH TO BE PROVIDED AT 1 Y2" SCR. SPRING CHECK VA u 1 CLUBHOUSE 'I Y2" x 0-7 NIP. - IX" -T ADAPTER I Y2" SCR. ELL 1 1/2 c R. BuTEE 'I Y2"X 1-6 NIP 35 4j ; WATER GA. 21/2" SINGLE BRASS FDC f I FLOW SW. 1" GLOBE VA. V/2" SCR. BB VA. W/ T.S. D. 13R RISER MAN. 1 Y2" CEN. MO 16x24 ACCESS PANEL 1'/2" WILKINS 950LXL DBL CK. VA. 0111 OUTSIDE OF BLDG. 11/2" SCR. COUPLING ALL NIPPLES TO BE V/2" SCR. BB VA. W/ T.S. I I/V x 0-3 T-T, U.N.O. S-T FEMALE ADAPTER ACCESS PANEL V DRAIN 1%" x 5-0 CPVC PIPE ROUGH OPENING SIZE IS I 6x24 INSTALL THE FOLLOWING SIGN FIN FLOOR ONTHERISER AT� EACH BLDG. WFS TO START AT SPARE SPRINKLER CABINET 5'OUTSIDE OF BLDG LOCATED IN THE CLUBHOUSE ZCPVC FROM WATER MAIN! --A i2" CPVC ELL W/2x,I 112 BUSHING RISER DETAIL N.T.S. SEE SHEET FPA FOR UNDERGROUND HYDRAULIC CALCULATION REFERENCE POINTS. HEADS PER FLOOR 68 16 3/8" 1/2" 155. REL. FIIRES/18IF2 200' REL MOD F1 k\SSP WHITE SSP CHROME " RECESSED RECESSED BUILDING TYPE I- 2ND & 3RD FLOOR - FIRE SPRINKLER PIPING PLAN SCALE: 1/8" = V- 0 STRUCTURAL,.A",_ FRAMING 'q� SELF -DRILLING, SELF TAPPING WOOD ANCHOF EQUAL TO "SAMMY" SWG 25-380 ALL -THREAD ROD HANGER RING HANGER # 11 -Iff-MCd ANCHdR STEEL ANDOR GP1JC PIPING UP TO 4'DA 1) SYSTEM DESIGNED PER REQUIREMENTS OF NFPA 13R FOR ATTACHED RESIDENTIAL DWELLING UNITS USING RESIDENTIAL SPRINKLERS ACCORDING TO MANUFACTURER'S LISTING 2) WORK & MATERIALS TO BE IN ACCORDANCE W1 NFPA'13R 3) PIPE & FITTINGS TO BE SPEARS BLAZEMASTER CPVC, U.N.O. 4) WIRING & CENTRAL STA. MONITORING TO BE DONE BY OTHERS- 5) DESIGN AREA #1 IS (4) HEADS IN LIVING RM. W/ 16'X'16'MAX. SPACING FLOWING A MIN. OF 11 gpin AT 8psi PER HEAD 6) DESIGN AREA #2 IS (I) HEAD IN LIVING ROOM W/ 16'x 16'MAX. SPACING FLOWING 12gpm AT 9.5psi 7) THE FOLLOWING AREAS ARE NOT REQUIRED TO HAVE SPRINKLER HEADS ACCORDING TO NFPA 13R-1 996 SECTION 2-6 A. BATHROOMS NOT EXCEEDING 55 SQ. FT. W1 NONCOMBUSTIBLE PLUMBING FIXTURES B. SMALL CLOSETS NOT EXCEEDING 24 Sci Ft & T-0" FOR THE LEAST DIMENSION, CONSTRUCTED OF NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIAL C. OPEN ATTACHED PORCHES, CORRIDORS, BALCONIES & STAIRS D. ATTICS, CRAWL SPACES, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, PENTHOUSE EQUIPMENT ROOMS & OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE REMBLDG. TYPE I -FIRE SPRINKLER PIPING PLAN ABBREVIATIONS MATERIAL; DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPE': OF SPRINKLERS NO, DATE REVISION DESCRIPTION BY CENTERLINE SIZE LOCATION TYPE SYSTEM NO 1 LOCATION DIA #1 D/A #2 SYMBOLS QUAN ORIF, TEMP MAKES MODEL TYPE FINISH ESC RELEASE FOR SUBMITTALS DH 03108/01 STONEBROOK APART. PHASE 11 LAKE RD. & AIRPORT BLVD. N/A `!44"- 2'. UIG & OVERHEAD --CPVC HAZARD LIGHT NO. OF SPRINKLERS 4— 204 3/8" 155 REL. F11RES1,181F2 I �----SSP- WHITE RECESSED 1 04102/01 REVISED PER GC'S COMMENTS DH n PLACID EL= ELEVATION FIRE PROTECTION SANFORD, FL. TOS = TOP OF STEEL RISER PIPING SCH. 40 SPACING 16'x 16' DENSITY .04 .04 0 48 112" 200 REL. MOD. F1 I SSP CHROME RECESSED ENGINEERING, INC- DRAWN P D. HART DATE 03108/01 G GROOVED PIPE END K FACTOR 3.9 DESIGN AREA 4 HEADS 1 HEAD lj,larid., Fk,nda ❑Ta,, P.. Flor,j 0 W-1 Palm beach, Florida SPRKS. CH JOB 1000 SCALE 118" 1 0 INSIDE HOSE T- (407) 831-M4 Office (813) 613-2'�M Offici, ] — --- ---- T THREADED PIPE END 1 0 GPM DISCHARGE 171.04 137.00 (51311540-4420 Office 1 407) 831-5740 Fax (813) 620-OM Fax (5C I 540-449DFax APPROVALS CITY OF SANFORD F FLANGED PIPE END OUTSIDE HOSE 125 RESIDUAL PSI AT 51.413 42.462 T- - CUSTOMER PRO JECT NO DRAW IG NAME. EN :F— — 2-52 -[HEADS THIS ��04) 262-6107 Oifte -- 11 -- ­ --- - - -- --- ­ T-- SIEET (D34) 26Z C 108 Fm 01�5) 888-3aG4 Fax (407,72�147 75 Fm CONrRAC r NO 012008R OF 8 SHEET NO P2 (2135) 888-2,102 Otu (407,722-55,35 Office RACK GPNI 0 CITY CONNECTION C-C = CEHTER TO CENTER Ll Florida U,mi, Ft. d, MelLourne, Rrjda WFPE-24x36-P.dwg ver 1.00 4/02199 i WATER SUPPLY FLOW TEST FIRE PUMP DATE OF TEST: 03/07/01 I RATED CAPACITY' TIME OF TEST: — I RATED PRESSURE STATIC PRESSURE: 58i PUMP TYPE: RESIDUAL PRESSURE: 52 WELL PUr;IP GALLONS FLOWING: 1130 7GPNI AVAILABLE: TESTED BY: SANFORD FIRE DEPT. PSI AVAILABLE: EXT. STO RAG! LANAI NO A/S TYPICAL UNIT B n LIVING ` °r4\ \ ,Y X HEN I DINE ABBREVIATIONS (= CENTERLINE N/A EL=ELEVATION TOS = TOP OF SrEEL G = GROOVED PIPE END — T = THREADED PIPE END F = FLANGED PIPE END — C-C = CENTER TO CENTER Al 1 V E T. BEDROOM # 2 = W 1 0 LANAI STO RAG 4 NO A/S ro �- 8'-0 TYPICAL UNIT A O Q 71� ° - -- .� zu MASTER LIVING GL05. 11) BEDROOM MASTER () _7 BEDROOM Y \ BATH2 ~ Y A- 1[Eo �J _--- BATH # 'I � 9 NO A/S % s ( T-0 .yyy�i) —a'_ If �j - Uf I L. (-°-1 rr — A � KI %, „° fig. OUP I I. l DINE IV.I.C.lk - - - - - - - �- - Y ITI— I FXJ _ X, V n \ IT A ERE, d1l SEE DETAIL FIRE SPRINKLER RISER fi MATERIALS DESIGN CRITERIA SIZE LOCATION TYPE SYSTEM NO '/4"-2" U1G & OVERHEAD CPVC HAZARD RISER PIPING SCH. 40 SPACING K FACTOR INSIDE HOSE OUTSIDE HOSE — — --- — RACK GPM — \ —7 1 ( — n. — UNIT A UNIT B _ -- BREEZEWAY NO A!S 4\\ (01 08. �- lT � JE — O V .r L -- - — _ - - —� - -- l :..e XT 242- 1l c :D 14 I`� L Ilt BREEZEWAY NO A/S _ UNIT A SIT I HYDRAULICALLY DESIGNED SYSTEM LOCATION NO. OF SPRINKLERS DENSITY -- — - DESIGN AREA GPM DISCHARGE RESIDUAL PSI AT HANGER SPACING FOR CPVC PIPE -NUM_PIPE SIDE MAX. SPACING _ 1 G-0," 1 Y4" 6 13 " I'J=" 7-0" 2Y2' 9'-o„ 3 10'-0" FASTENER. ` ONE HOLE STRAP �- CPVC PIPE ONLY r7;EMeER - HANGER # 22 ---- - -- -- -- i� — HEADS PER FLOOR 6�1.. — _ 155, = REL. 20O —_ — — --- -� I REL. MOD. F1 I v SSP CHROME/:' L RECESSED/� RECESSED; BUILDINC30 TYPE 11 - I ST FLOOR - FIRE SPRINKLER PIPING PLAN SCALE: '1/8" = 1'- 0 _I I F=- -.-� jf- -� ALARM BELL INSTALLED ON WEATHERPROOF BOX 1Y2' CPVC ELL (1) 12 HEAD CABINET 1 Y7" x 0-7 NIP "` > VU/ WRENCH TO BE 1Y2"SCR. SPRING CHECK VA. -, v(4a4 PROVIDIED ATCLUBHOUSE 1 Y," x 0.7 NIP. \� twL- - T ADAPTER 1%` SCR. ELL ={)L '1'/" SCR. BC TEE I Y2" x 1-6 NIP. (&=) /4" WATER GA. 2Y2' SINGLE BRASS FDC J) f• FLOW SW. 1" GLOBE VA. IY." SCR. BB VA W/ T.S. 458 1W' CEN MOD. 13R RISER MAGI- 16x24ACCESS PANEL �- 1,�," WILKINS 950LXL DBL. CK. VA. ON OUTSIDE OF BLDG -- IYi' SCR. COUPLING ALL NIPPLES TO BE -- 1Y2' SCR. BB VA WI T.S. 1Yz" x 0-3 r-r, U.N.O. _ V2' S-T FEMALE ADAPTER _ _--1 ACCESS PANEL V DRAIN 1YV x 5-0 CPVC PIPE ROUGH OPENING 1\3i) SIZE IS 16x24 - INSTALL THE FOLLOWING SIGN _ Flrf 00R - ON THE RISER AT EACH BLDG.__ WFS TO START AT SPARE SPRINKLER CABINET 5' OUTSIDE OF BLDG. LOCATED IN THE CLUBHOUSE 2 CPVC FROM WATER MAIN C, Z' CPVC ELL W/ 2 x 1 V2 BUSHING _ RISER DETAIL N: T $: SEE SHEET FP.1 FOR UNDERGROUND HYDRAULIC CALCULATION REFERENCE POINTS. HEADS PER FLOOR 68 16 \c �j 3/8"� 112" 155, 2W' REL F1/RES/18/F2 ;;' REL. MOD. F1 SSP WHITE SSP CHROME ') RECESSED \RECESSED ` &ULDING TYPE H - 2ND FLOOR - FIRE -SPRINKLER PIPING PLAK STRUCTURAL I FRAMING w7 - SELF-DRIL!.ING, SELF - TAPPING WOOD ANCHO EQUAL `f0 "SAMMY" SWG 25-380 ALL -THREAD ROD -1 r�, HANGER RING'S HANGER # 11 �Ii�E-w�cDnNCHo� -- --- STEEL ANCVOR CPVC PIPItJG UP TO 4" CIA. ti ZTaQ$s -- — PLASTIC PIPE ) 2 HOLE STRAP (SIZES VARY) WOODSCREWS HANGER # 23a FOR CPVC PIPE ONLY 1) SYSTEM DESIGNED PER REQUIREMENTS OF NFPA 13R FOR ATTACHED RESIDENTIAL [SWELLING UNITS USING RESIDENTIAL SPRINKLERS ACCORDING TO MANUFACTURER'S LISTING 2) WORK & MATERIALS TO BE IN ACCORDANCE W/ NFPA 13R 3) PIPE & FITTINGS TO BE SPEARS BLAZEMASTER CPVC, U.N.O. 4) WIRING & CENTRAL STA. MONITORING TO BE DONE BY OTHERS 5) THE FOLLOWING AREAS ARE NOT REQUIRED TO HAVE SPRINKLER HEAD; ACCORDING TO NFPA 13R-1996 SECTION 2-6 A. BATHROOMS NOT EXCEEDING 55 SQ. FT. W/ NONCOMBUSTIBLE PLUMBING FIXTURES B. SMALL CLOSETS NOT EXCEEDING 24 Sq Ft & T-0" FOR THE LEAST DIMENSION, CONSTRUCTED OF NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIAL C. OPEN ATTACHED PORCHES, CORRIDORS, BALCONIES & STAIRS D. ATTICS, CRAWL SPACES, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, PENTHOUSE EQUIPMENT ROOMS & OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE BLDG. TYPE II - 1ST & 2ND FLOOR - FIRE SPRINKLER PIPING PLAN TYPES OF SPRINKLERS NO DATE REVISION DESCRIPTION By �,v �i — — —E — --- DH R{ OK APART. PHASE !1 SYMBOLS OUAN �ORIF. TEMP— — MAKE $ MOUEL — TYPE FINISH ESC — 03108/01 — -- RELEASE FOR SUBMITTALS DI{ co 1 04102/01 REVISED PER GC'S COMMENTS DH PLACID LAKE RD. & ,FL.AIRPORT BLVD. 136 3/$" 155 REL. F'IIRESl18/F2 SSP WHITE RECESSED ?� FIRE PROTECTION SANFORD, FL. — 32 112" 200 REL. MOD. F1 SSP CHROME RECESSED ENGINEERING, INC. DRAwNeY D. NART Orlando, Flcrida DATE 3! 101 Tampa. Fluid. Nksi PaJrn beach, Flonda SPRKS. Oil JOB: 1000 — -- -- — (4n) 831-3414 0ificc SCALE 1 f $" = '1' - 0 (813) 823-2�i3 Office (5(i11 540-4420 Office --- rYJI) 831-5740 Fax (213) 820.ax (0333 F61 540-{460 Fax -- ---- - -- --- --- ----- -- — - - -- -- - - -- - - - — -- -- -- — -- APPROVALS>' CITY OF SANFORD — — — --- -- ._ _-- - — -- � Jadscnvdlz Florida � M �mi, Florida Mel6oume, Flcrida 168 HEADS THIS SHEET - -- -- -- — (4ca,722-5583Offi- - — (E04) 262-6108 Fax CUSTOMER PROJECT NO DRAWING NAME: (3r1.5) 88a24'72 Office _ SE04) 282-81 U8 FaX (:AS) 88438G4 Fa, (407, 722-477i Faa -- --- --- -- ---- --- ...�. _ coNTRAcrNo 08R SHEET NO FP.3 WFPE-24x36-P.dwg ver 1.00 WATER SUPPLY FLOW TEST I FIRE PUMP DATE OF TEST: 03/07101 RATED CAPACITY: TIME OF TEST: — RATED PRESSURE: STATIC PRESSURE: 58 PUMP TYPE. RESIDUAL PRESSURE: 521 WELL PUMP GALLONS FLOWING: 1130 GPM AVAILABLE: TESTED BY: SANFORD FIRE DEPT. PSI AVAILABLE: HEADS PER FLOOR 28� 8—� 1 /2" 55' 200' I � RES1181F2 I REL. MOD. F1 WHITE SSP WHITE =SSED % RECESSED BUILD11am"G TYPT 11 - 3RD FLOOR - FIRE SPRINKLER PIPING PLAN SCALE: 1/8" = 1' - 0 ABBREVIATIONS MATERIALS DESIGN CRi rERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS {=CENTERLINE SIZE LOCATION TYPE SYSTEM NO. 1 LOCATION D1A #1 D/A #2 SYMBOLS QUAN. ORIF. TEMP MAKE &MODEL TYPE FINISH -- - N/A a HAZARD LIGHT NO. SPRINKLERS 4 1 t{_ ELEVATION — �a"- 2" � U/G &OVERHEAD CPVC (` i 28 318" 155 REL. F11RES118/F2 --SSP - - WHITE j SPACING 16' x 16' DENSITY 04 04 TOS=TOP OF STEEL i — 8 112" 200 —REL. MOD. F1 SSP CHROME G =GROOVED PIPE END K FACTOR 3.9 DESIGN AREA 4 HEADS 1 HEAD T = THREADED PIPE END i NSIDE HOSE �0 GPM DISCHARGE 146,12 112.00 I F = FLANGED PIPE END OUTSIDE HOSE 100 RESIDUAL PSI AT 51.414 42.385 -' - C-C=CENTER TO CENTER RACK GPM 0 CITY CONNECTION 36 HEADS THIS SHEET NO ESC. RECESSED 1 RECESSED - HANGER SPACING FOR CPVC PIPE _ NOM. PIPE SIZE _ MAX. SPACING S'-6" - V 6.-0„ 1 Y:' 6-6„ 1 Yz" 7'-0" -- /' a On -- — 2Yz" 91-01, FASTENER ONE HOLE STRAP ` CPVC PIPE ONLY MEMBER HANGER # 22 DATE REVISION DESCRIPTION BY 03/08101 — —RELEASE FOR SUBMITTALS DH 04102101 — _i REVISED PER GC'S COMMENTS DH - - — -- --- STRUCTURAL FRAMING SELF -DRILLING, SELF TAPPING WOOD ANC EQUAL TO "SAMMY" SWG 25-380 ALL -THREAD R HANGER RI HANGER # -11 SIDE-MOUANCHOR - STEEL ANC40R CPVC PIPING UP TO 4" CIA. WOO U TRUSS -TOLE STRAP IZES VARY) (L) 412 x 1 1 /4" WOOD SCREWS HANGER # 23a _ FOR CPVC PIPE ONLY 1) SYSTEM DESIGNED PER REQUIREMENTS OF NFPA 13R FOR ATTACHED RESIDENTIAL DWELLING UNITS USING RESIDENTIAL SPRINKLERS ACCORDING TO MANUFACTURER'S LISTING 2) WORK & MATERIALS TO BE IN ACCORDANCE W/ NFPA 13R 3) PIPE & FITTINGS TO BE SPEARS BLAZEMASTER CPVC, U.N.O. 4) WIRING & CENTRAL STA. MONITORING TO BE DONE BY OTHERS 5) DESIGN AREA #1 IS (4) HEADS IN LIVING RM. W/ 16' x 16' MAX. SPACING FLOWING A MIN. OF 11gprn AT 8psi PER HEAD 6) DESIGN AREA #2 IS (1) HEAD IN LIVING ROOM W/ 16' x 16' MAX. SPACING FLOWING 12gpm AT 9.5psi 7) THE FOLLOWING AREAS ARE NOT REQUIRED TO HAVE SPRINKLER HEADS ACCORDING TO NFPA 13R-1996 SECTION 2-6 A. BATHROOMS NOT EXCEEDING 55 SQ. FT. W/ NONCOMBUSTIBLE PLUMBING FIXTURES B. SMALL CLOSETS NOT EXCEEDING 24 Sq Ft & T-0" FOR THE LEAST DIMENSION, CONSTRUCTED OF NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIAL C. OPEN ATTACHED PORCHES, CORRIDORS, BALCONIES &STAIRS D. ATTICS, CRAWL SPACES, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, PENTHOUSE EQUIPMENT ROOMS & OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE A I C) I o rl FIRE PROTECTION ENGINEERING, INC. Oda"do Florida LI Tampa, Fluids � West Palm Beach, Ficnda (407) 831-3414 Office (813) 623-2333 Office (561) 540-4420 Office (407) 831-5740 Fax (813) 620-0333 Fax (561 540.4490 Fax El Ja ksmville Florida LJ Miami, Florida Malboo e, Floida (904) 262-6107 Office (305) 888-2402 Office. (407) 722-5585 Office (904) 26246108 Fax (305) 888.3804 Fax (407) 722-4775 Fax BLDG. TYPE II - 3RD FLOOR - FIRE SPRINKLER PIPING PLAN STONEBROOK APART. PHASE 11 PLACID LAKE RD. & AIRPORT BLVD. — -- ----- SANFORD, FL. DRAWN Y D. HART B DATE: 03/08101 SPRKS. ON .JOB: 1000 SCALE 118" = V - 0 APPROVALS CITY OF SANFORD CUSTOMER PROJECT NO DRAWING NAME: CONTRACT NO 012008R SHEET NO _FPA OF 8 WFPE-24x36-P.dwg ver 1.00 4/02199 f L WATER SUPPLY FLOW TEST FIRE PUMP RATED CAPACITY: DATE OF TEST: 03107/01 TIME OF TEST: STATIC PRESSURE: 58 RATED PRESSURE: PUMP TYPE: RESIDUAL PRESSURE: 52 WELL PUMP GALLONS FLOWING: 1130 GPM AVAILABLE: TESTED BY: SANFORD FIRE DEPT. PSI AVAILABLE: ABBREVIATIONS {= CENTERLINE N/A LL ELEVATION TOS = TOP OF STEEL G = GROOVED PIPE END - T = THREADED PIPE END F = FLANGED PIPE END C-C = CENTER TO CENTER BUILE)"ING TYPE Ill - 1 ST FLOOR - FIRE z")PRINKLER PIPINO"G PLAN 1 ALARM BELL INSTALLED ON WEATHERPROOF BOX 1 Y2" CPVC ELL C) (1) 12 HEAD CABINET I%" x 0-7 NIP. Z_g > W/ WRENCH TO BE PROVIDED AT CLUBHOUSE 1 Yz" SCR. SPRING CHECK VA. v (4ae 1'/" x 0-7 NIP. — - 11/-!LS-T ADAPTER 1'Y2" SCR. ELL i 1'/z' BC TEE 1'/:" x 1-6 NIP. 487 SCR. {;' WATER GA. 2Y2' SINGLE BRASS FDC C� } FL WSW. 1" GLOBE VA. z 1%" SCR. BB VA. W/ T.S. 1'Y2" CEN. MOD. 13R RISER MAN. 16x24 ACCESS PANEL-�'`��� 493 — 1'Y2" WILKINS 950LXL DBL. CK. VA. ON OUTSIDE OF BLDG. — 1 Y2" SCR. COUPLING ALL NIPPLES TO BE — 1 Y2" SCR. BB VA. W/ T.S. I %" x 0-3 T-T, U.N.O. — FEMALE ADAPTER ACCESS PANEL 1" DRAIN O ROUGH OPENING 33 1%" x 5-0 CPVC PIPE INSTALL THE FOLLOWING SIGN SIZE IS 16x24 FIN. FLOOR ON THE RISER AT EACH BLDG. WFS TO START AT SPARE SPRINKLER CABINET 5OUTSIDE OF BLDG. LOCATED IN THE CLUBHOUSE 2'CPVC FROM WATER MAIN I 2' CPVC ELL W/ 2 x 1 1/2 BUSHING RISER DETAIL N.T.S. SEE SHEET FPA FOR UNDERGROUND HYDRAULIC CALCULATION REFERENCE POINTS. HEADS PER FLOOR 88 0. S i 3/8" % 112" 155° REL. F11RESP18/F2 I f 200' II� REL. MOD. F1 SSP WHITE RECESSED SSP CHROME A„ RECESSED HANGER SPACING FOR CPVC PIPE NOM. PIPE SIZE MAX. SPACING 3/4" 5'-6" 1" 6'-0" 1 Y4" 6-6" 1 W. 7'-0" 2' 8'-0" 2Y2" 9' U" 3" 1 G-0" �`-- FASTENER \ ONE HOLE STRAP HANGER # 22 STRUCTURAL - FRAMING '�, C PIPE ONLY SELF -DRILLING, SELF- TAPPING WOOD ANCHO J EQUAL TO "SAMMY" SWG 25-380 1-' ALL -THREAD ROD r 1 HANGER RING" lTIV�� HANGER # 11 51DE-V�OC�APK;HOR------------ STEEL AND/OR CPVC PIPING UP TO 4" DIA. `A�'SJIRUSS i TOLE STRAP IZES VARY) (2) #12 x 1 1 /4" WOOD SCREWS HAiJGER #23a FOR CPVC PIPE ONLY -..- 1) SYSTEM DESIGNED PER REQUIREMENTS OF NFPA 13R FOR ATTACHED RESIDENTIAL DWELLING UNITS USING RESIDENTIAL_ SPRINKLERS ACCORDING TO MANUFACTURER'S LISTING 2) WORK & MATERIALS TO BE IN ACCORDANCE W/ NFPA 13R 3) PIPE & FITTINGS TO BE SPEARS BLAZEMASTER CPVC, U.N.O. 4) WIRING & CENTRAL STA. MONITORING TO BE DONE BY OTHERS 5) THE FOLLOWING AREAS ARE NOT REQUIRED TO HAVE SPRINKLER HEADS ACCORDING TO NFPA 13R-1996 SECTION 2-6 A. BATHROOMS NOT EXCEEDING 55 SQ. FT. W/ NONCOMBUSTIBLE PLUMBING FIXTURES B. SMALL CLOSETS NOT EXCEEDING 24 Sq Ft & 3'-0" FOR THE LEAST DIMENSION, CONSTRUCTED OF NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIAL C. OPEN ATTACHED PORCHES, CORRIDORS, BALCONIES & STAIRS D. ATTICS, CRAWL SPACES, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, PENTHOUSE EQUIPMENT ROOMS & OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS NO. DATE REVISION DESCRIPTION BY SIZE LOCATION TYPE SYSTEM NO LOCATION SYMBOLS OUAN. ORIF. TEMP MAKE & MODEL TYPE FINISH Esc. 03/08/01 RELEASE FOR SUBMITTALS DH 2" UIG & OVERHEAD CPVC HAZARD NO OF SPRINKLERS 88 3/8" 155 REL. F11RES/181F2 SSP WHITE RECESSED 1 04102/01 REVISED PER GC'S COMMENTS DH 1"-11/2" RISER PIPING SCH. 40 SPACING DENSITY 16 1/2" 200 REL. MOD. F1 SSP CHROME RECESSED K FACTOR DESIGN AREA INSIDE HOSE GPM DISCHARGE I OUTSIDE HOSE RESIDUAL PSI AT - - - CITY _ --- _ - ---- _-------— RACK GPM — 104 HEADS THIS SHEET r I CA ee� W191(iton FIRE PROTECTION ENGINEERING, INC. Orlando, Fluid. C] Tampa, Fluid. Wdsl Palm Beach, Flonda (407) 831-3414 Office (813) 623-2333 Office (561) 540-4420 Office (407) 831-5740 Fax (813) 620-0333 Fax (561 540-4490 Fax Jackscxrville, Florida Miami, F1.6da El Melhoume, Fluid. (604) 262-6107 Office (305) 888-2402 Office (407) 722-5685 Office (904) 262-6108 Fax (305) 888-3804 Fax (407) 722-4775 Fax BLDG. TYPE III -1ST FLOOR - FIRE SPRINKLER PIPING PLAN STONEBROOK APART. PHASE II PLACID LAKE RD. & AIRPORT BLVD. SANFORD, FL. DRAWN BY D. HART DATE: 03/08/01 SPRKS ON JOB, 1000 SCALE: 118" = V - 0 APPROVALS CITY OF SANFORD CUSTOMER PROJECT NO DRAWING NAME. CONTRACT NO 012008R SHEET NO. �p.g _ OF _ $_-_ WFPE-24x36-P.dwg ver 1.00 4/02199 wmod�°th'�m:arxsstr+ratxr>�'Cx^iu�rrmnr%.rk�n:a�,e I I 0 WATER SUPPLY FLOW TEST FIRE PUMP RATED CAPACITY: DATE OF TEST: 03/07101 TIME OF TEST: RATED PRESSURE: STATIC PRESSURE: 58 PUMP TYPE: RESIDUAL PRESSURE: 52 WELL PUMP GALLONS FLOWING: 1130 GPM AVAILABLE: _— TESTED BY: SANFORD FIRE DEPT. PSI AVAILABLE: .. I +-4. T-JJ t.LLf.�..fW.ilti}e^.L. .. ',t: L. _...f.0 f.:..::.}�e.-.uy:?f,1✓_."�..3.�.i1"3ai.!!'-�-."i'.u'.Fa?2,Y>^.=ti:Yz ABBREVIATIONS {= CENTERLINE NIA ELEVATION TOS = TOP OF STEEL G = GROOVED PIPE END T = THREADED PIPE END F = FLANGED PIPE END C-C = CENTER TO CENTER BUILDIIN'(3", TYPE III - .` 1 MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM �— SIZE LOCATION TYPE SYSTEM NO. 1 LOCATION DIA #1 T— '/4"- 2" U/G & OVERHEAD CPVC HAZARD LIGHT NO. OF SPRINKLERS 3 t— SPACING I 16' x 16' DENSITY •04 K FACTOR i— 3.9 DESIGN AREA 3 HEADS �— INSIDE HOSE 0 GPM DISCHARGE 134.48 I OUTSIDE HOSE 100 RESIDUAL PSI AT 51.344 CITY CONNECTION _ RACK GPM 0 I - . ;s 4qr' s y�. V ... ... ,. , an.Y1':;i145 �iYfSd"SL��:.>rA';vl:iYN=�. .,.., -. 6>���•""ayro','4?l�%�`�"... a`"u'�?c.Gsrtri�liYY�°k�,�:'!45158�"tdS"d'5;�.:�",u;3a*%S'�d4��Y HEADS PER FLOOR 1/2" 155° 200' REL. FVRES/18/1`2 �1 REL. MOD. F1 SSP WHITE \ SSP CHROME RECESSED RECESSED Tr­ HANGER SPACING:, FOR CPVC PIPE NUM. PIPE SIZE MAX. SPACING VV 6-6" 1" 6'-0" 1 Y4' 6_6" 1 Y2" T-0" 8'-0" 2Y2" 9' 0" 3" 10' 0" '- FASTENER .ONE HOLE STRAP HANGER # 22 STRUCTURAL FRAMING C PIPE ONLY SELF -DRILLING, SELF- TAPPING WOOD ANCHOR ---- EQUAL TO "SAMMY" SWG 25-380 ALL -THREAD ROD HANGER W)OU TRUSS -PLASTIC PIPE HANGER # 11 SISID& OODANCHOR STEEL ANDiOR CPVC PIPING UP TO 4" DIA. 2 HOLE STRAP (SIZES VARY) (2) #12 x '1 1 /4" WOOD SCREWS HANGER # 23a FOR CPVC PIPE ONLY DESIGN NOTES 1) SYSTEM DESIGNED PER REQUIREMENTS OF NFPA 13R FOR ATTACHED RESIDENTIAL DWELLING UNITS USING RESIDENTIAL SPRINKLERS ACCORDING TO MANUFACTURER'S LISTING 2) WORK & MATERIALS TO BE IN ACCORDANCE W/ NFPA 13R 3) PIPE & FITTINGS TO BE SPEARS BLAZEMASTER CPVC, U.N.O. 4) WIRING & CENTRAL STA. MONITORING TO BE DONE BY OTHERS 5) DESIGN AREA #1 IS (3) HEADS IN LIVING RM. W/ 16' x 16' MAX. SPACING FLOWING A MIN. OF 11gpm AT 8psi PER HEAD 7) THE FOLLOWING AREAS ARE NOT REQUIRED TO HAVE SPRINKLER HEADS ACCORDING TO NFPA 13R-1996 SECTION 2-6 A. BATHROOMS NOT EXCEEDING 55 SQ. FT. W/ NONCOMBUSTIBLE PLUMBING FIXTURES B. SMALL CLOSETS NOT EXCEEDING 24 Sq Ft & T-0" FOR THE LEAST DIMENSION, CONSTRUCTED OF NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIAL C. OPEN ATTACHED PORCHES, CORRIDORS, BALCONIES & STAIRS D. ATTICS, CRAWL SPACES, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, PENTHOUSE EQUIPMENT ROOMS & OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING`' PURPOSES OR STORAGE TYPES OF SPRINKLERS NO ( DATE REVISION DESCRIPTION BY SYMBOLS QUAN ORIF TEMP. MAKE 3 MODEL TYPE FINISH ESC, 03/08101 RELEASE FOR SUBMITTALS DH it) In ton --- ------ — :�✓ (� 88 318" 155 REL. F11RES1181F2 S5P WHITE RECESSED 1 04102101 REVISED PER GC'S COMMENTS DH FIRE PROTECTION — -- —-------- ---- .J - --- --------- ENGINEERING, INC. 16 112" 200 REL. MOD. F1 SSP CHROME RECESSED Orlando, Florida Tampa, Florida west Pali Beach, Florida ) _ � (813) 623-2333 Office -' (581) 540.4420 Office (407) 831-5740 Fax (813) 6260333 Fax (561 54G 4480 Fax CJaasorrvdle, Florida CI Miami, Florida Melbourne, Florida -- ---- - -- — -_ __.----- -- -------------- ---- ---- ------ (004) 262-6107 Office (305) 888-2402 Office (407) 722-5585 Office 104 HEADS THIS SHEET - — _ , (604) 262-6108 Fax (305) 88t�3804 Fax (407) 722-47/5 Fax .. ,. . .,. _.,,, -... .t•... ... .,3_,. s...�..h.>3 >`F.i...�.,..t' A_�. ,4.F �.._... .af. .t ta. f. .., cf.. o-.. .,. �.-. .. ,. _..... �, ...-viyt rr .._,k{.., ,.. ... .: .. ,.. _'•.,, I '.. -_ - __. __.. - _._.. _ - BLDG. TYPE III - 2ND FLOOR - FIRE SPRINKLER PIPING PLAN STONEBROOK APART. PHASE 11 PLACID LAKE RD. & AIRPORT BLVD. — --— - SANFORD, FL. DRAWN BY D. HART DATE: 03108/01 SPRKS. ON JOB. 1000 SCALE: 1/8" = V - 0 APPROVALS CITY OF SANFORD CUSTOMER PROJECT NO DRAWING NAME CONTr,ACT NO 012008R I SHEET NO FP_6GF _.8__ .., I ... WFPE-24x36-P.dwg ver 1.00 4102/994 V-1FPE-24x36-P.dwg ver 1.00 4102199 C) AI IARM BELL INSTALLED �� ON WEATHERPROOF BOX 1 Y2" x 0-7 NIP. — 1 Y2" SCR. SPRING CHECK VA. 1%" x 0-7 NIP. 1'/2' SCR. ELL Ali d 1%" x 1-6 NIP. 2%" SINGLE BRASS FDC 4 1" GLOBE VA. 1V2" CEN. MOD. 'I3R RISER MAN. 16x24 ACCESS PANEL - ON OUTS �DE OF BLDG. ES ALL NIPP TO BE 1 %" x 0-3I -T, U.N.U. ACCESS PANEL 1" DRAIN ROUGHIOPENING SIZE IS 16X24 FIN. FLOOR WFS TO START AT OUTSIDE OF BLDG. 'IXr' CPVC ELL U (1)12 HEAD CABINET W/ WRENCH TO BE U PROVIDED AT CLUBHOUSE — 1Ya' -T ADAPTER 1'W. CR. BCI TEE A. S_ FLrJW SW. 1"Y2" SCR. BB VA. W/ T.S. 1'Y2" WILKINS 950LXL DBL, CK. VA. V/2" SCR. COUPLING — 1 Y2" SCR, BB VA. W/ T.S. '1'/2" S-T FEMALE ADAPTER 1'/2" x 5.0 CPVC PIPE J INSTALL THE FOLLOWING SIGN ON THE RISER AT EACH BLDG. SPARE SPRINKLER CABINET LOCATED IN THE CLUBHOUSE z' CPVC ELL WI 2 x 1 112 BUSHING DETAILRISER UNDERGROUNDSEE SHEET FP.1 FOR HYDRAULIC CALCULATION REFERENCE POINTS. FASTENER ONE HOLE STRAP CPVC PIPE ONLY SELF -DRILLING, SELF-�1� TAPPING WOOD ANCHO 2 EQUAL TO "SAMMY" SWG 25-380 ALL -THREAD ROD/ HANGER RING HANGER # '11 SICE-V'rOOD ANCHOR STEEL AND/OR CPVC PIPING UP TO 4" DIA. WATER SUPPLY FLOW TEST I FIRE PUMP DATE OF TEST: 03106/01 — I RATED CAPACITY: TIME OF TEST: RATED PRESSURE: STATIC PRESSURE: 58 PUMP TYPE: RESIDUAL PRESSURE: 52 WELL PUMP I _ GALLONS FLOWING: 1130 GPM AVAILABLE: TESTED BY: SANFORD FIRE DEPT.' PSI AVAILABLE: BUILDIING TYPE IV -'I S"11 -2ND FLOOR - FIRE SPRINKLER PIPING P ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS NO, DATE REVISION DESCRIPTION BY CENTERLINE SIZE LOCATION TYPE SYSTEM NO. LOCATION DIA DIA #2 SYMBOL S QUAN. ORIF. TEMP MAKE & MODEL TYPE FINISH ESC. 03/08101 RELEASE FOR SUBMITTALS DH /4 {= 1 N/A iL=ELEVATION '"- 2' UIG & OVERHEAD P HAZARD LIGHT NO. OF SPRINKLERS 4 1 C� 240 318" 155 REL. F11RES/18/F2 SSP WHITE RECESSED 1 �04102101 REVISED PER GC'S COMMENTS DH TOS=TOP OF STEEL 1"- 11/2" RISER PIPING SCH, 40 SPACING 16' x 16' DENSITY 04 .04 1048 112" 200 REL. MOD. F1 SSP CHROME RECESSED G =GROOVED PIPE END K FACTOR 3.9 DESIGN AREA 4 HEADS 1 HEAD INSIDE HOSE O GPM DISCHARGE 146.02 112.00 T = THREADED PIPE END OUTSIDE HOSE 100 RESIDUAL PSI AT 52.827 37.906 F = FLANGED PIPE END -- — — — — — C-C=CENTER TO CENTER FiACKGPM O CITY CONNECTION 288 HEADS THIS SHEET DESIGNT 1) SYSTEM DESIGNED PER REQUIREMENTS OF NFPA 13R FOR ATTACHED RESIDENTIAL DWELLING UNITS USING RESIDENTIAL SPRINKLERS ACCORDING TO MANUFACTURER'S LISTING 2) WORK & MATERIALS TO BE IN ACCORDANCE W/ NFPA 13R 3) PIPE & FITTINGS TO BE SPEARS BLAZEMASTER CPVC, U.N.O. 4) WIRING & CENTRAL STA. MONITORING 7'O BE DONE BY OTHERS 5) DESIGN AREA #1 IS (4) HEADS IN LIVING RM. W/ 16' x 16' MAX. SPACING FLOWING A MIN. OF 11gpm AT 8psi PER HEAD 6) DESIGN AREA#2 IS (1) HEAD IN LIVING ROOM W/ 16' x 16' MAX. SPACING FLOWING 129pm AT 9.5psi 7) THE FOLLOWING AREAS ARE NOT REQUIRED TO HAVE SPRINKLER HEADS ACCORDING TO NFPA 13R-1996 SECTION 2-6 A. BATHROOMS NOT EXCEEDING 55 SQ. FT. W/ NONCOMBUSTIBLE PLUMBING FIXTURES B. SMALL CLOSETS NOT EXCEEDING 24 Sq Ft & T-0" FOR THE LEAST DIMENSION, CONSTRUCTED OF NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIAL C. OPEN ATTACHED PORCHES, CORRIDORS, BALCONIES & STAIRS D. ATTICS, CRAWL SPACES, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, PENTHOUSE EQUIPMENT ROOMS & OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE L9 19 In ton FIRE PROTECTION ENGINEERING, INC. Im Orlando, Florida Tampa, Florida El West Palm Beach, Florida (407) 831-3414 Office (813)623-2333 Office (561) 540-4420 Office (407) 831-5740 Fax (813) 620-0333 Fax (561 540-4400 Fax u JacksonMle, Florida Miami, Florida Melbourne, Florida (G04) 262-6107 Office (305) 888-2402 Office (407) 722-5585 Office (904) 202-6108 Fax (305) 888-3894 Fax (407) 72Z4775 Fax BLDG. TYPE IV - FIRE SPRINKLER 1. PIPING PLAN STONEBROOK APART. PHASE II PLACID LAKE RD. & AIRPORT BLVD. SANFORD, FL. DRAWN BY: D. HART DATE: 03/08/01 SPRKS. ON JOB: 1000 SCALE: 1/8" = V - 0 APPROVALS: CITY OF SANFORD CUSTOMER PROJECT NO DRAWING NAME. coamACT No 012008R sHEEr No. OF - -- _8 CKV of AN, Wde 1297 ed. V —1 We 1 NY ed. Standard 11 i c A & CWY 097 ed. FL. Fl. Envy 043 1. - _5ANFORP� 6i"IrjlP_l c � t�) k , , THESE PLANO AM nevaMp 11 - I , -MALL UE it Mn. A PW�a WNURD 5 WITH ACC-EkE470 POP psocll�'Q CONSTRUCO _rO 09 A LKW;M- a Q -0 VIOLATE. ,, 6, 45 AWSORAY F THE THE WORK ANC) 5F A. 10F 0 SHALL (,) F4 . CANCEL, AL r 5 p � � T A S , A NY THE TE7UH ,,IICAL NOR PROVIS101\15 OF MNT I OE UjL_[)jNG A PERMIT FIRE '-- % CoRREC- IssupsmCE OF 'TER pEOUIRING DEPT FROM THEREAFTER PLANS, Coi,,,sTRUC"O"" THFc OON OF ERRORS ON THE CM"S OR i WFPE-24x36-P.dwg ver 1.00 4/02/99 ,1 i ,i I • ,I Q O LLI I U I ) .I ,J ,«n vrwwi �riTuj I WATER SUPPLY ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TY PES O F SPRINKLERS NO, DATE REVISION DESCRIPTION FLOW TEST FIR E PUM P SIZE — - -_ LOCATION TYPE SYSTEM NO. {-CENTERLINE - - - LOCATION SYMBOLS QUAN. ORIF. TEMP. MAKE &MODEL TYPE FINISH Esc. 03108/01 RELEASE FOR SUBMITTALS i DATE OF TEST: 03107/01 — RATED CAPACITY: NIA � ELEVATION 2 --- `UNDERGROUND. --- —� CPVC — HAZARD NO. OF SPRINKLERS TIME OF TEST: STATIC PRESSURE: 58 RATED PRESSURE: PUMP TYPE —_ TOS = TOP OF STEEL G =GROOVED PIPE END ------_ -- --------_- -- SPACING K FACTOR -- -- --- DENSITY —� DESIGN AREA T— - ----- —� � � --- ---- --- RESIDUAL PRESSURE 52 WELL PUMP T = THREADED PIPE END INSIDE HOSE GPM DISCHARGE '— i GALLONS FLOWING: 1130 GPM AVAILABLE: F = FLANGED PIPE END OUTSIDE HOSE RESIDUAL PSI AT -- TESTED BY: SANFORD FIRE DEPT. PSI AVAILABLE C-C = CENTER TO CENTER RACK GPM -- 8'• CPVC SITE MAIN --_� (BY SITE CNTR) " SERVICE LINE BY SITE CONTRACTOR 'E VALVE WITH )X BY SITE CONTRACTOR DOM DOMESTIC WATER BY PLBG, CONTRACTOR, DOMESTIC ATER DEMAND ADDED FOR - �� HYDRAULIC CALCULATIONS, 2" TEE ;ONTRACTOR \...� �— POINT OF SERVICE WHERE U THE FIRE PROTECTION > CONTRACTOR STARTS i l CIL 5'-0 OUT U FEED TO BUILDING:SEE FLOOR PLANS FOR CONTINUATION i POINT OF SERVICE DETAIL N.T.S. i I j I VIVA V, ' a l j NOTS'a� THIS SITE PLAN IS PROVIIJED ONLY FOR THE INTENT AND PURPOSE OF INDICATING NODES AND PIPES LENGTHS REQUIRED FOR FIRE SPRINKLER HYDRAULIC CALCULATIONS, WATER SUPPLY AND FIRE HYDRANT FLOW TESTING. WATER DISTRIBUTION PIPING AND COMPONENTS INDICATED ON THIS SHEET SHALL BE PROVIDED UNDER CIVIL SCOPE OF WORK. C M V� I UNDERGROUND FIRE SPRINKLER PIPING PLAN BY mom DH STONEBROOK APART. PHASE ii swim n t of nI PLACID LAKE RD. & AIRPORT BLVD, IM No FIRE PROTECTION SANFORD, FL. ENGINEERING, INC. DRAWN BY: D. HART DATE, 03108101 I Orlando, Florida Tampa, Florida West Palm Beach, Florida SPRKS. ON JOB: 902 (407) 831-3414 Office ❑ SCAL 1 u o 40� - 0 -- (813) e23-2333 Office (561) 540-4420 Office (407) 831-5740 Fax (813) e2o-0333 Fax (551 540-4490 Fax APPROVALS CITY OF SANFORD Florida❑ Jacksonville, Florida Nfaml, Melbourne Honda ❑ ❑ CUSTOMER PROJECT NO. DRA NG NAME: 804 O WI ( ) 202- t07 8 Office (305) BB&2402 Office (407) 722-5585 Office- (904) 262-6108 Fax (305) 888-3804 Fax (407) 722-4775 Fax 0 - CONTRACT N0. 012008R SHEETNO. FP.1 OF $ ' i I II _11101 Noll - - -- -- BUILDING TYPE I 2ND & —_ SCALE: 1/8" = 1'- 0 WATER SUPPLY ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS NO. DATE it FLOW TEST FIRE PUMP (= CENTERLINE SIZE LOCATION TYPE SYSTEM NO. 1 LOCATION DIA #1 DIA #2 SYMBOLS QUAN. ORIF. TEMP. MAKE d MODEL TYPE FINISH ESC. 03108101 "2" UIG 8r OVERHEAD CPVC HAZARD LIGHT NO. SPRINKLERS 4 1 1 • DATE of TEST: 03/07I01 RATED CAPACITY: NIA � ELEVATION o /a- �e 180 318" 155 REL. F1IRES1181F2 SSP WHITE RECESSED 1"- 1'/2" RISER PIPING SCH. 40 SPACING^ 16' x 16' DENSITY .04 .04 TIME OF TEST — RATED PRESSURE: TOS = TOP OF STEEL _ - • 48 1I2" TOO REL. MOD. F1 SSP .CHROME RECESSED STATIC PRESSURE: 58 PUMP TYPE: G = GROOVED PIPE END K FACTOR 3.9 DESIGN AREA 4 HEADS 1 HEAD 52 WELL PUMP T =THREADED PIPE END RESIDUAL PRESSURE: T --- - — ---- - --- - - INSIDE HOSE T —0 �— - — - GPM DISCHARGE 171.04 137.00 - - - — - - - — — GALLONS FLOWING: 1130 GPM AVAILABLE F = FLANGED PIPE END - --- OUTSIDE HOSE 125 RESIDUAL PSI AT 51.413 42.462 — 0 CITY CONNECTION - • RACK GPM = 228 HEADS THIS SHEET TESTED BY: SANFORD FIRE DEPT. PSI AVAILABLE C-C -CENTER TO CENTER HANGER SPACING FOR CPVC PIPE I I NOM. PIPE SIZE I MAX. SPACING l 5'-6" 1" 6-0" I. •I 1 %4" 6-6" it i' 1%' T_On z' 8'-0" 2%2" 9'-0" i FASTENER /ONE HOLE STRAP C PIPE ONLY STRUCTURAL MEMBER I FRAMING \� HANGER # 22 SELF -DRILLING, SELF - TAPPING WOOD ANCHO EQUAL TO''SAMMY" SWG 25-380 WOOD TRUSS / ALL THREAD ROD ~ 2 HOLE STRAP HANGER # 11 (SIZES VARY) SIDE-VWODANCHOR ` STEEL AND/OR CPVC PIPING UP TO 4" DIA. HEADS PER FLOOR �(2) #12 c1 1J4" WOOD SCREWS 60 6 HANGER# 23a 3/8" / 1/2" \ FOR CPVC PIPE ONLY 155° 200° i REL. F1/RES/18/F2 REL. MOD, F1 SSP WHITE SSP CHROME RECESSED� \RECESSED I E I - 1ST FLOOR - FIRE SPRINKLER PIPING PLAN I I i I DESIGN NOTES -- 1) SYSTEM DESIGNED PER REQUIREMENTS OF NFPA 13R FOR ATTACHED RESIDENTIAL DWELLING UNITS USING RESIDENTIAL SPRINKLERS ACCORDING TO MANUFACTURER'S LISTING 1 ALARM BELL INSTALLED 357 r ON WEATHERPROOF BOX Ir 1'/2' CPVC ELL 2) WORK &MATERIALS TO BE IN ACCORDANCE W/ NFPA 13R W/W ) HEAD CABINET 1'/z" x 0-7 NIP. 3 PIPE & FITTINGS TO BE SPEARS BLAZEMASTER CPVC, U.N.O. � > W/ WRENCH TO BE 1'Y2" SCR. SPRING CHECK VA. v 35e PROVIDED AT CLUBHOUSE 1Y:" x 0-7 NIP. - ' " -T ADAPTER 4) WIRING & CENTRAL STA. MONITORING TO BE DONE BY OTHERS 1'Y2" SCR. ELL 1'/2' CR. BCI TEE ` 5) DESIGN AREA #1 IS (4) HEADS IN LIVING RM. W/ 16' x 16' MAX. 1'Y2" x 1-6 NIP..WATER GA. SPACING FLOWING A MIN. OF 11gpm AT 8psi PER HEAD 2'/2` SINGLE BRASS FDC iJ' FL DW SW. 1" GLOBE VA. I 1'Y2" SCR. BB VA. W/ T.S. 6) DESIGN AREA #2 IS (1) HEAD IN LIVING ROOM W/ 16' x 16' MAX. '/z 1' CEN. MOD. 13R RISER MAN. 352 SPACING FLOWING 12 rpm AT 9,5pS1 1'/2" WILKINS 950LXL DBL. CK. VA. 16x24 ACCESS PANEL 7) THE FOLLOWING AREAS ARE NOT REQUIRED TO HAVE PRINKLER ON OUTSIDE OF BLDG. 1'i° SCR, couPUN ALL NIPPLES TO BE HEADS ACCORDING TO NFPA 13R-1996 SECTION 2-6 - — 1'/x" SCR. BB VA. W/ T.S. 7 1%" x 0-3 T-T, U.N.O. .-----1'/z' S-T FEMALE ADAPTER A. BATHROOMS NOT EXCEEDING 55 SQ. FT. W/ NONCO BUSTIBLE � ,. ACCESS PANEL 1"DRAIN I 1'/V x 5-0 CPVC PIPE PLUMBING FIXTURES ROUGH OPENING (52 B. SMALL CLOSETS NOT EXCEEDING 24 Sq Ft & T-O" FOR SIZE IS 16x24 �--� INSTALL THE FOLLOWING SIGN I FIN. FLOOR ON THE RISER AT EACLDG, THE LEAST DIMENSION, CONSTRUCTED OF NONCOMBUSTIBLE WFS TO START AT SPARE SPRINKLER CABINET OR LIMITED COMBUSTIBLE MATERIAL 5' OUTSIDE OF BLDG. LOCATED IN THE CLUBHOUSE C. OPEN ATTACHED PORCHES, CORRIDORS, BALCONIES& STAIRS 2 CPVC FROM WATER MAIN 2" CPVC ELL W/ 2 x 1 1/2 BUSHING D. ATTICS, CRAWL SPACES, FLOOR/CEILING SPACES, ELEVATOR EVATOR SHAFTS, PENTHOUSE EQUIPMENT ROOMS & OTHER�CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LI ING RISER DETAIL PURPOSES OR STORAGE N.T.S. SEE SHEET FP.1 FOR UNDERGROUND HYDRAULIC CALCULATION REFERENCE POINTS. HEADS PER FLOOR 60% \' % 16 3/8" 1/2" 155' 200° REL. F1/RES/18/F2 REL. MOD. F1 SSP WHITE SSP CHROME .RECESSED RECESSED { FLOOR - FIRE SPRINKLER PIN CJ RES PI - G PLAN, � M I BLDG. TYPE - FIRE SPRINKLER PIPING PLAN REVISION DESCRIPTION BY - • ° STONEBROOK APART. PHASE II RELEASE FOR SUBMITTALS DH w 9 ' t 0 ff,PLACID LAKE RD. & AIRPORT BLVD. FIRE PROTECTION SANFORD, FL. _ I ENGINEERING, INC. DRAWN BY: D. HART DATE: 03108/01 ® Orlando, Florida El Tampr., Florida West Palm Beach, Florida SPRKS. ON JOB: 902 SCALE. 118" 0 1' - 0. ---------- - (407) 831-3414 Office (813) 823-2333 Office (561) 540-4420 Office I (407) 831-5740 Fax (813) 620.0333 Fax (561 540-4490 Fax APPROVALS: CITY OF .SANFORD Jacksonville, Florida Miami, Florida Melbourne, Flarida CUSTOMER PROJECT NO. DRAWING NAME' ` --- 1904) 262-6107 Office (305) 888-2402 Office (407) 722-5585 Office I 1904)262-6108 Fax (305) 888-3804 Fax (407)722-4775 Fax - _ CONTRACT NO. 012008R SHE TNO. _ FP•2 OF 8 I WFPE-24x36-P.dwg ver 1.00 4102/99 ._i _ l -7' I� EXT. ��� F rl�;; EXT. Mw n ✓� STORAG LANAI I BEDROOM # 2 < W.I.C. LANAI STORAG - NO A/S �j- ' 0 NO A/S / ! �- co - - -----TYPICAL I = - V M TYPICAL - - --- F --- - - 3/4 - - - -- UNIT B UNIT A UNIT A 1 o / UNIT B LIVING MASTER LIVING - CLOS. BEDROOM - BREEZEWAY f- -R - / v, NO A/S i y MASTER I \\\ \ C �' O\G { \ FASTENER STRUCTURAL o BEDROOM / �, FRAMING \ \ � IL21� /\` ONE HOLE STRAPBATH �\\. / //r \ ---� CLOSE _ CLOS. / - - �__ / ' (I \ - n 1 CPVC PIPE ONLY \ I FF BATH # 1 L L SELF -DRILLING, SELF- �, 3/�\\\ q NO A/S �a r , ,/4 \� n \ na L n ,/a _ TAPPING WOOD ANCHO I. (0- EQUAL TO "SAMMY" T ...E ,I \ 3 J • n, _ _ _ I 1 DINE4 F' i MEMBE ALL THREAD ROD � DINS � �. \ \ � R .. a . rye ` - �O / a . I ^) HANGER RINGN\ - — -f - n - -- o`� • a HANGER # 22 _ El - - - -_ - - — a l \ { / - -- \J/ ,/ / ------ HANGER#11 \ n / \ n ` �\ \\ a 4 SIDE-WbOODANCHOR • STEEL AND/OR CPVC PIPING UP TO 4" DIA. 7: CIO L a _-` � - \ r i � \� n Nl� WOOD TRUSS , \ a �, i i r) •-.,� .-� I C_._.___--1: .,..r I. \ '..<— _—. . '7 �..._. �! _._�f F- LASTIC PIPE \ T 2 HOLE STRAP BREEZEWAY l -- __ -_ NO A/S L \ (SIZES VARY) Gi ��/- ♦ n + UNIT B -%II� UNIT A UNIT A UNIT B n WOOD SCREWS HANGER # 23a I` FOR CPVC PIPE ONLY -- , (✓ HEADS PER FLOOR f _ ice. I, I \ C� �\i -. — - - -- REL. FIIRES/18/F2 REL. MOD. F1 c� /�ME- 034 458 0 I SSP WHITE SSP CHROME N „ 4 464 1 /� FIRE SPRINKLER RISER ❑ - � � RECESSED� RECESSED SEE DETAIL l l BUILDING TYPE II - 1ST FLOOR FIRE SPRINKLER PIPIG PLAN „_ . - SCALE: 1/8 - 1 - 0 - I I EXT. I EXT. STORAG LANAI LANAI ,STORAG DESIGN NOTES \ NO A/S BEDROOM # 2 W.I.C. \ • f� 1 NO A/S I I r -_- �- r 1 SYSTEM DESIGNED PER REQUIREMENTS F P ' ,- % � ) O NF A 13R FOR - —_— „ ! , ,- ATTACHED RESIDENTIAL DWELLING UNIT USING ., I ra . TYPICAL � �._ 5 SIN RESIDENTIAL TYPICAL /4 I j SPRINKLERS ACCORDING M __ �; < � T /.� � NG TO ANUFACTURER S LISTING. UNIT B n UNIT UNIT I � UNIT B --- ALARM BELL INSTALLED, , n LIVING r 1/2 CPVC ELL 2) WORK & MATERIALS TO BE IN ACCORDANCE W/ NFPA 13R _C\\ F LIVING n fi ON WEATHERPROOF BOX MASTER ' BEDROOM - \ 1 (1) 12 HEAD CABINET I l CLOS. BREEZEWAY - - ' , > 3 PIPE & FITTINGS T B R W/ WRENCH TO BE ) O E SPEARS BLAZEMASTER CPVC,'U.N.O. a \ r, NO A/S ( \ �, i : i aea PROVID D AT C / , , C , \ , � ca (LUBHOUSE , ---, MASTER / _, 1 /z SCR. SPRING CHECK VA HE J o BEDROOM _ .\ „ \ i , V TADAPTER 4 WIRING & CENTRAL STA. MONITORING TO BE DONE OTHERS a7 \\ �- \. 1/2 x0-7NIP. - ) BY HERS / \ / \ % r .. BATH 2 . \ �\ r. \\ \ , , \ -- \ 1' \ / C .ELL f 1 /z CR. BCI TEE CLOS. ��� CLOS. \ �-, _� t - 5) THE FOLLOWING AREAS ARE NOT REQUIRED TO HAVE SPRINKLER NQia/J � ° � _ _ "-1:its-�ia� LF u 482 /-i , n 1/Z x16NIP. I \l I- WATER GA. _ 0 HEADS __ n � r- D ACCORDING TO NFPA13R-1 996 SECTION 2 6 \ BATH # 1 \ \ � ` a a f \ — --Le „ \ , a \ i \ \ NO A/S � \ f I \ _ n „ � \ I 2/z SINGLE BRASS FDC 8 0 //a / /4 n n _, - � /, (J FL W sw. A. BATHROOMS NOT EXCEEDING 55 SQ. FT. W/ NONCOMBUSTIBLEI \ %—'ice " � � , ,� . _ � \ tom) 1 GLOBE VA. 1 /z SCR. BB VA. w/ T.S. PLUMBING FIXTURES � pp I f I �� B. SMALL CLOSETS NO - I-```s----6 _ � - �; � �_ , - 1 /z CEN. MOD. 13R RISER MAN. L ETS T EXCEEDING 24 S Ft & 3 0 FOR o �0�) ITCHEN \ ( 1 :I nl KITCHEN � r ._ � _ mac- r�` _..--- 1 I I� UTIL. - ..I q I, ( � /x W LKINS 950LXL DBL. CK, VA. \ O . , I _ \ I ) O Co . , DINE � / �. , \ THE LEAST CONSTRUCTED \ n f 16x24 ACCESS PANEL OF NONCOMBUSTIBLE _% DINE / . ❑ O t /a „t> �O , r r B TH # 1 I. _-- Q / ON OUTSIDE OF BLDG. -- 1/ SCR. O Q / -- 2 S R COUPLING R LIMITED COMBUSTIBLE MATERIAL , � ALL NIPPLES To BE , ��. OPEN ATTACH ..-_..�_ �� a C • . 1 /x SCR. BB VA. W/ T.S.TsATTACHED PORCHES, CORRIDORS, BALCONIES &STAIRS __ - 1'/z" x 0 3 T-T, U.N.O. _ - � C� _.,.— , „ D. ATTICS CRAW P _ - _ � _—._ - _ _ ----_—ti __.�- L SPACES, FLOOR/CEILING SPACES ELEVATOR FEM ATOR ALE ADAPTER 1 SHAFTS, PENTHOUSE EQUIPMENT ROOMS &OTHER CONCEALED ACCESS PANEL 1 DRAIN 1 /z x 5-0 CPVC PIPE ,° - - -- - - 4s c ROUGH OPENING P g \� \ - -- --- 1 /\ , - INSTALL THE FOLLOWING SIGN SPACES THAT ARE NOT USED OR INTENDED FOR LIVING 4 \ ° z44 C ° _ --- --- / �-------- - . SIZE IS16x24 4 _ d \ � �' , � � :° , • /---''� -- _FIN.FLooR ON THE RISER AT EACH BLDG.PURPOSES OR STORAGE I i �J [Ell _ o o' / ( WFS TO START AT SPARE SPRINKLER CABINET �. \ `, - -�-- n 5' OUTSIDE OF BLDG. LOCATED IN THE CLUBHOUSE �.. ,.� _ / � \ Id -- \ /- /.✓ I � � 1 \ � 2' CPVC FROM WATER MAIN 2' (.PVC EL W/ �_--___. � L 2 x 1 1/2BUSHING \ { • �._ , 9pC(� 'RO'VER DETAIL. . .✓ �. I /�.. N _'\ / �\, \\, - � \ II\ /� N.T. S.' , • CALCULATION REFERENCE POINTS. • r---- BREEZEWAY - \ NO A/S - - UNIT B UNIT A UNIT A 1 - ._.__----- -- - ---- .__ - - --- I UNIT B HEADS PER FLOOR ....._ ._ _ _.. t ._IF'•°.'.,.�,). .........4_. ____ \ C _ _-..._.__I—.-....itq!^iL.—._ _.__:_ .' __ � 60 16 \ 3/8 1/2 -- I 155° 200° ��� — ' REL. F1/RES/18/F_ REL. MOD. F1 1 S SP WHITE SSP CHROME - RECESSED f RECESSED ❑ �o ❑ , o P BUILDING TYPE II - 2ND FLOOR - FIRE SPRINKLER PIPING PLAN I -- SCALE: 1/8" = 1'- 0 BLDG. TYPE II -1ST & 2ND FLOOR - FIRE SPRINKLER PIPING WATER SUPPLY ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS NO. DATE REVISION DESCRIPTION BY N FLOW TEST FIRE PUMP SIZE LOCATION TYPE SYSTEM NO. LOCATION SYMBOLS QUAN. ORIF. TEMP. MAKE & MODEL TYPE I STO N J /� CENTERLINE SIZE FINISH ESC. EBR®OK AP/'"1RT. PHASE 11 03108101 RELEASE FOR SUBMITTALS DH - - NIA %"- 2" UIG & OVERHEAD CPVC HAZARD NO. OF SPRINKLERS ILH PLACID LAKE RD. &AIRPORT BLVD. DATE of TEST: 03107101 RATED CAPACITY: �= ELEVATION - _ -- - - - �J Lu t 120 318" 165 REL. F11RES118/F2 SSP WHITE RECESSED SANFORD, -- - - -- - - - - - - -- - - - - - -- -- _^ FIRE PROTECTION . FL. TIME OF TEST: RATED PRESSURE TOS=TOP OF STEEL 1"-1'/:" RISER PIPING SCH.40 sPaclNc DENSITY 32 1/2" 200 REL. MOD. F1 SSP CHROME RECESSED ENGINEERING, INC. - ® DRAWN BY: D. HART DATE: 03/08101 STATIC PRESSURE: 58 PUMP TYPE: G GROOVED PIPE END K FACTOR DESIGN AREA -- - I 4 NIX --- _ — -- — -- —_ -- I -_ _— - - ® Orlando, Florida ❑ Tampa, Florida ❑ West Palm Beach, Florida SPRKS. ON JOB: - 902 SCALE! 1/8. v 1' - 0 RESIDUAL PRESSURE: 52 WELL T=THREADEDPIPEEND INSIDE HOSE GPM DISCHARGE (407)831-34140ffice (817)d232339Office (561)540-4a200tfice I (407) 831-5740 Fax (813) 624o�33 Fax (561 540-4490 Fax APPROVALS: . CITY OF SANFORD { GALLONS FLOWING: 1130 GPM AVAILABLE: F =FLANGED PIPE END OUTSIDE HOSE RESIDUAL PSI AT ' - - - __ I ❑Jacksm,111e, Florida Minad. Florida Melboume, Fldnda CUSTOMER PROJECT NO. DRAWING NAME: TESTED BY: SANFORD FIRE DEPT. PSI AVAILABLE: C-C = CENTER TO CENTER RACK GPM _ -- — -- (904) 262-6107 Office (305) 588.2402 Office (407) 722-5585 Office _ 152 HEADS THIS SHEET 904) 262-6108 Fax (407) 722-4775 Fax CONTRACT No. 012008R I FP.3 8 (305) 888.3a0a Fax SHEET NO. --- OF l WFPE-24x36-P.dwg ver 1.00 4/02199 I - TIT J ' i 1 i i ,I Kul - ❑ ❑ LXT _I �- W.I.C. C LANAI STORAG NO A/S /- r • I I 1 / i 3/4 TYPICAL - I 3/4 14 w, I T WNIT A I s r.: rx I - o - ` MASTER `° LIVING L)RSIGN AREA 18, 2 - BEDROOM BREEZEWAY A/ \ `\ LOS I % —_ BATH # 1 NO A/S i 1 1 _ i J 00 1 - / ( l� KITCHEN co��.._ 66rA O� - - FEI \ DINE \ \ roa i �11�b<v 215 a L a a 221 55 a 05 C 0 BREEZEWAY - - - NO A/S \ \ \ UNIT A UNIT A 3/4 I i .. r-- I I � i - G' -- o HEADS PER FLOOR 3/8" `\ /� 1/2" \\ 155° 1 200' �REL. F1IRES/18IF2 f REL. MOD. F1 SSP WHITE \ SSP WHITE \ RECESSED \ RECESSED r BUILDING TYPE II 3RD FLOOR - FIRE SPRINKLER PIPING PLAN SCALE: 1/8" = 1'- 0 _ i I I, • i J i WATER SUPPLY ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS NO. DATE REVISION DESCRIPTION TYPE SYSTEM NO. 1 LOCATION DIA #1 DIA #2 SYMBOLS QUAN. ORIF. TEMP. MAKE & MODEL TYPE FINISH ESC 03/08101 FLOW TEST FIRE PUMP. {=CENTERLINE SIZE .LOCATION E S — RELEASE FOR SUBMITTALS NIA 3 HAZARD LIGHT NO. OF SPRINKLERS 4 1 DarEoFTEST: 03107101 RATED CAPACITY. $_=ELEVArtQN /4 -2" UIG &OVERHEAD CPVC 24 318" 155 REL. F1IRESI181F2 SSP WHITE RECESSED SPACING 16' x 16' DENSITY .04 .04 E TIME OF TEST: RATED PRESSURE: TOS = TOP OF STEEL � 8 1I2" 2OO REL. MOD. F1 SSP CHROME RECESSED STATIC PRESSURE: 58 PUMP TYPE G = GROOVED PIPE END K FACTOR 3.9 DESIGN AREA 4 HEADS 1 HEAD RESIDUAL PRESSURE: 52 WELL PUMP T = THREADED PIPE END INSIDE HOSE 0 GPM DISCHARGE 146.12 112.00 - - - -- - - — -- OUTSIDE HOSE 100 RESIDUAL PSI P AT 51.414 42.385 A — — - — --- — -- -- - - G LLONS FLOWING: 1130 GPM AVAILABLE: F FLANGED PIPE END RACI<GPM 0 CITY CONNECTION C-C = CENTER TO CENTER 32 HEADS THIS SHEET TESTED BY: SANFORD FIRE DEPT. PSI AVAILABLE:- i HANGER SPACING FOR CPVC PIPE NOM. PIPE SIZE _ 'MAX. SPACING W. 1" 6-0" 1'/2' 7 0„ j 2'/Z' 9, 0 3. 10,_0„ i i 1 •� I i FA STENER STRUCTURAL f I ONE HOLE STRAP FRAMING CPVC PIPE ONLY SELF -DRILLING SELF- 11111 TAPPING WOOD ANCHO EQUAL TO "SAMMY SWG 25-380 MEMBER ALL -THREAD ROD HANGER # 22 HANGER RING \ -- HANGER # 11 SIDE-V�OODANCHOR STEEL AND/OR CPVC PIPING UP TO 4" DIA. WOODTRUSS LASTIC PIPE A 2 HOLE STRAP (SIZES VARY) (2) #12 x 1 1 /4'i i WOOD SCREWS HANGER # 23a FOR CPVC PIPE ONLY i r j M I I BLDG. TYPE it - 3RD FLOOR -FIRE SPRINKLER PIPING PLA BY • ® STONEBROOK APART. PHASE l DH9t PLACID LAKE RD. & AlIRPORT BLVD. FIRE PROTECTION SANFORD, L. ENGINEERING, INC. DRAWN BY: D. HART DATE: 03108101 Orlando, Florida Tampa, Florida Nest Palm Beach, Florida SPRKS. ON JOB: 902 SCAI E 118".= V - 0 ---------- 407 831-3414 Office 813 823.2333 Office 561 - OR ( 1 540 4420 Office (407)831-5740 Fax (813)620-0333. Fax (561540-4490 Fax APPROVALS: : CITY OF SANFORD JacksmAe, Florida MIeml,Florida Melhoume, Florida CUSTOMER PROJECT NO. DRAWING NAME: — --- (904) 262-6107 Office (305) 888.2402 Office (407) 722-5586 Office(904) 262-6108 Fax (305) 8883804 Fax (407) 722-4775 Fax CONTRACT NO. 012008R SHEET NO. FPA OF 8 WFPE-24x36-P.dwg ver 1.00 4102199 \ III TYPICAL a;�❑� ❑1 LANAI LIVING �\ J T 10'/z T\ 1❑ - - — I T. L ti f I❑ STEXORAG ❑ LANAI o L � BEDROOM #2 00 BATH # 1- (; - TYPICAL �1\Ik�ITCHEN % DINE N N0 41 J CD B UNIT B �. \�❑ o` ❑ ❑ r` r(OD<1 L. /,------- / / --- --- ,� 00 LIVING _ I / r Ov V00 4 ❑� cLos. ^ �. I C: ❑ .-I MASTER �❑ f p �8'-0 `\ l BEDROOMbo o \ - 4 4 BATH # 2 I . ) BA #/ 2 / \' r I M NO A/S �— 1 ❑) - 11f: 4�❑ l__: - j n BEDROOM # 2 LC S -t- (, --- -- . /� ❑ - \: ( \ BED OOM # 3 �4 \ n I I NO \ \ ❑ 't T-9'/ N0 "y (- v ❑ �' °�'' A� o - STRUCTURAL f � _ �- FASTENER j ��� 4 FA ONE HOLE STRAP FRAMING Q / UTIL. % DINE KITCH� u BATH # 1 �� �' NO —� --_ ---_ --- -- \ �+gyp -T__ J�Q__❑ -❑ - �]7 SELF-DRILLING, PIPE - t� CPVC TAPPING WOOD ANCHOR _ -- - P. L/t\ 3/ x \` < ❑❑ EQUAL TO "SAMMY" 1I - I _ I (� • L _ 4 -- -- - - - 1 - -- - - = _- - . ' _ J 1.� 4 \ y1�❑�� SWG 25-380 o , 7 �o �I - - �I C10 \ `\ MEMBER ALL THREAD ROD - I HANGER # 22 HANGER RING I ' � � ❑\ � ❑% (� � — — �. SIDE-WOODANGERNCHOR1 STEEL ANDlOR CPVC PIPING UP TO 4" DIA. n _ WOO TR UNIT B ❑ <, LASTICPIPE UNIT B j f I ❑❑ ❑12 HOLE STRAP ( ,: �., ❑ -� SIZES VARY f❑ I _ -_ ❑ (2) #12 x 1 1 /4" _ WOOD SCREWS (, CAI — — ��❑ ❑ _ ��❑❑ T C (V ❑ UNIT I UNIT C RM HANGER # 23r� I ❑ _❑� 1'/z' FIRE SPRINKLER RISER [l FOR CPVC PIPE ONLY / Soo , � - SEE DETAIL _ ❑J - U 0-7 -IT _=P T/ TT I HEADS PER FLOOR I r<,16 r \ \ SPRINKLER PIPING PLAN ❑ 3!8 ❑ 1J2 TYPE III 1ST FLOOR FIRE SPR — / o \ BUILDING - 155 200 1 SCALE 1!8 - 1 - 0 1 REL. F1/RESI18/F2 REL, MOD. F1 1 SSP WHITE SSP CHROME / RECESSED l RECESSED t i (5oa ALARM BELL INSTALLED , ,r ON WEATHERPROOF BOX I 1 /x CPVC ELL U (1) 12 HEAD CABINET 1%" x 0-7 NIP. �g a \ W/ WRENCH TO BE 1'/z" SCR. SPRING CHECK VA. - 'Y U I!!)PROVIDED AT CLUBHOUSE 1Y2' x 0-7 NIP. - V/}- -T ADAPTER 1'/2" SCR. ELL ' \❑ 1'/x' GR. 8C1 TEE 1%" x 1-6 NIP. 497 14" WATER GA. 2'/2" SINGLE BRASS FDC ❑ I C FL W SW. 1" GLOBE VA. - ❑ 1 Y2" SCR. BB VA. W/ T.S. 1Y2' CEN. MOD, 13R RISER MAN. .t 1'/2" WILKINS 950LXL DBL. CK. VA. 16x24 ACCESS PANEL�_ ON OUTSIDE OF BLDG. I . — 1'/x" SCR. COUPLING ALL NIPPLES TO BE 1'/2" SCR. BB VA. W! T.S. 1'/z" x 0-3 T-T,U.N.O. r -- V/2" S-T FEMALE ADAPTER i ACCESS PANEL V DRAIN 1'W, x 5-0 CPVC PIPE ROUGH OPENING 1 33 INSTALL THE FOLLOWING SIGN SIZE IS 16x24 FIN. FLOOR ON THE RISER AT EACH BLDG. ❑r WFS TO START AT SPARE SPRINKLER CABINET ❑ 5OUTSIDE OF BLDG. ( [LOCATED IN THE CLUBHOUSE Z 2�- CPVC FROM WATER MAIN 2' CPVC ELL W! 2 x 1 1/2 BUSHING RISER DETAIL N.T.S. SEE SHEET FP.1 FOR UNDERGROUND HYDRAULIC POINTI CALCULATION REFERENCE OIN S \A,, _ ... BLDG. TYPE III - 18T FLOOR - FIRE SPRINKLER PIPING PLAN L DESIGNED STE • WATER SUPPLY - ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DE GNED SYSTEM TYPES OF SPRINKLERS NO. DATE REVISION DESCRIPTION BY ® ® STONEBROOK APART. PHASE II O T ST FIRE PUMP _ SIZE LOCATION TYPE SYSTEM NO. LOCATION SYMBOLS QUAN. ORIF. TEMP. MAKE & MODEL TYPE FINISH Esc. 03/08/01 RELEASE FOR SUBMITTALS DH MEE Aft FL W E {-CENTERLINE J - — —_ _-- -- — _ PLACID LAKE RD. & AIRPORT BLVD. HAZARD NO. OF SPRINKLERS �l 74 3/8" 155 REL. F11RES1181F2 SSP WHITE RECESSED FIRE PROTECTION SANFORD, FL. DATE OF TEST: 03/07101 RATED CAPACITY: NIA EL ELEVATION a/a"- 2" UIG & OVERHEAD CPVC ., SPACING DE — 1"-1'/z" RISER PIPING SCH. 40 DENSITY 16 112" 200 REL. MOD. F1 SSP CHROME RECESSED ENGINEERING, INC. DRAWN BY: D. HART ATE. 03I08101 TIME ME OF TEST: RATED PRESSURE: TOS = TOP OF STEEL i - - -- -------- -- 902 SCALE: 1/8" = V - 0 - - --'---------- - -------' '---'- -- ® Orlando, Florida � Tempe; Florida � Nks! Palm Beach, Florida. SPRKS. ON JOB: I STATIC PRESSURE: 58 PUMP TYPE G = K FACTOR DESIGN AREA — — ---- — — --- -- -- — -------- - --- --- - --� �— (407) 831.3414 Office (813)023-2333 Ofce (58.1)540-4420 Ofice GROOVED PIPE END — (407) 831-5740 Fax (813) 020-0333 Fax (581 540-4490 fax RESIDUAL PRESSURE: 52 WELL PUMP T =THREADED PIPE END T — INSIDE HOSE GPM DISCHARGE APPROVALS: CITY OF SANFORD OUTSIDE HOSE RESIDUAL PSI AT Jacksmville, Florida � Miami, Florida Melbcume, Florida CUSTOMER PROJECT NO. DRAVIANG NAME: ,GALLONS FLOVVING: 1130 GPM AVAILABLE: F = FLANGED PIPE - - - _— -- _ -- _ (904)262-8107 Office (305) 888-2402 Office (407) 722-5585 Off — GALLONS SHE (904) 262-6108 Fax (305) 888-3804 Fax (407) 722-4775 Fax RACK GPM 90 HEADS THIS SH L'PHE CONTRACT NO. 012008R ET NO. FP.S OF $ i TESTED BY: SANFORD FIRE DEPT. PSI AVAILABLE. C-C = CENTER TO CENTER PE-24x36-P.dwg ver 1.00 4102199 I \ I 4& --%< I---- EXT. STORAGE T 0 _ I `-,�—� \ MASTER n —II BEDROOM 0 B\ UNIT C CO \ TYPICAL O j 0 UNIT C LANAI LIVING NO S v 7=10'/z — v DESIGN AREA 1 EXT. LI— �tr BEDROOM # 2 LANAI STORAG 8-0 \ \I.C\ '\ `` / o NO A/S _ _ — --- 81-0 BATH # 1- \; TYPICAL \ E O� \ 532 KITCHEN DINE �( — NOAk J UNIT B . UNIT B \; \� ��,�I 109 UTIL. \ I \ 530 °° LIVING���L ------ BREEZEWAY - 8 0 �- �) MASTER k4N0/S \' _ (. _. BEDROOM 60 kill 1- \ BATH # 2 NO A/S CLOS. CL BED 00 # 3.- l _J (� BEDROOM # 2 �I M \ ( — — a� c° ENO R>� $ �— `�f I /�'� BATH # 1 - - NO A/S Q'- UTIL. a '/4 J DINE � KITCHE ,` ,, .\ O � A. ° \ ��' FASTENER STRUCTURAL \ N ONE HOLE STRAP AMIN --- . -.�r, J ------ — f _ \ -) i — — � \( CPVC PIPE ONLY SELF -DRILLING, SELF-F—A -I — — zz4 TAPPING WOOD ANCHO , ) \ : EQ UAL TO " SAMMY" ( O U � " ) In SWG 25-3 0 /a a MEMBER ALL THREAD ROD HANGER RING I e 3/4 I \\ HANGER # 22 — I HANGER D OODARNCH R1 I -- IL BREEZEWAY NO A/S STEEL AND/OR CPVC PIPING UP TO 4" DIA. l -' UNIT B UNIT B I\, ( �\ (=\ � o y. I _ (\ a \ C IASTICPIPE (n I 1�❑) \ 2 HOLE STRAP I —�-- - — : ( SIZES VARY () I I UNIT C — o (: 2 #12 x 1 1 /4 UNIT C WOOD SCREWS �❑ ❑ I - HANGER # 23a , lam\ —�—�_ ❑ l i FOR CPVC PIPE ONLY I I : WATER SUPPLY ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS No. DATE REVISION DESCRIPTION BLDG. TYPE III - 2ND FLOOR - FIRE SPRINKLER PIPING PLAN BY -- FLOW TEST FIRE PUMP { = CENTERLINE SIZE LOCATION TYPE SYSTEM NO. 1 LOCATION D/A #1 SYMBOLS QUAN. ORIF. TEMP. MAKE & MODEL TYPE FINISH E C. - - _ _ _ \- _ _ S STONEBROOK APART. PHASE II 03I08I01 RELEASE FOR SUBMITTALS DH I DATE OF TEST: 03/07/01 RATED CAPACITY: NIA [L ELEVATION °/4"-2" UIG & OVERHEAD CPVC HAZARD LIGHT NO. OF SPRINKLERS 34 3/8" REL. F1/RES1 --- 9 t 0 91PLACID LADE RD. & AIRPORT BLVD. _ — _ CO), 155 181F2 SSP WHITE RECESSED I FIRE PROTECTION SANFORD, FL. TIME OF TEST: RATED PRESSURE: TOS = TOP OF STEEL SPACING 16r X 16 DENSITY 04 16 1/2" 200 REL. MOD. F1 SSP CHROME — I RECESSED ENGINEERING, INC. DRAWN BY D. HART DATE. 03I08/01 STATIC PRESSURE: 58 PUMP TYPE: G = GROOVED PIPE END K FACTOR 3.9 DESIGN AREA 3 HEADS Orlando, Florida Tampa, Florida West Palm Beach, Honda " WELL PUMP INSIDE HOSE 0 GPM DISCHARGE 134.48 - — — — -- (407) 831-3414 Office ❑ SPRKS.-0N JOB: 902 I SCALE: 118 1' - 0 RESIDUAL PRESSURE: 52 T THREADED PIPE END I (a�3) e23-233a once (581) 540-4420 Office _ — (407)831-5740 Fax (813)020-0333 Fax (561540-4490 Fax APPROVALS: CITY OF SANFORD GALLONS FLOWING: 1130 GPM AVAILABLE: F = FLANGED PIPE END OUTSIDE HOSE 100 RESIDUAL PSI AT 51.344 I — — — -- — 1 1 JacksmNile, Florida Miami, Florida Melbourne, Florida -- -- -- — --- --- ---- —-—_I-____ _ _ LJ ❑ ❑ CUSTOMER PROJECT NO. - DRAVVI G NAME' (904) 262-6107 Office (305) 888-2402 Office TESTED BY: SANFORD FIRE DEPT. PSI AVAILABLE: C-C =CENTER TO CENTER. RACK GPM O CITY CONNECTION — (407) 722-558501rce 90 HEADS THIS SHEET (904)262-6108Fax (305) 888-3804 Fax (407) 722-4775 Fax CONTRACT NO. 012008R SHEET, NO. fP.6 OF 8 WFPE-24x36-P.dwg ver 1,00 4IO2/99 HEADS PER FLOOR BUILDING TYPE III 3RD FLOOR - FIRE SPRINKLER PIPING PLAN 38 SCALE: 1/8" = V - 0 3/8" 1/2" ( 155' 200' l REL. F1/RES/18IF2 REL. MOD. F1 SSP WHITE SSP CHROME RECESSED % RECESSED I FASTENER STRUCTURAL, / ONE HOLE STRAP FRAMING *a CPVC PIPE ONLY SELF -DRILLING, SELF- /\ TAPPING WOOD ANCHO EQUAL TO "SAMMY° SWG 25-380 MEMBER ALL -THREAD ROD HANGER RING�� HANGER # 22 HANGER # 11 -. SIDE-WOODANCHOR 1 STEEL AND/OR CPVC PIPING UP TO 4" DIA. WOODTRUSS - L�l9TI6 PIFR a - 2 HOLE STRAP (SIZES VARY) (2) #12 x 1 114" WOOD SCREWS HANGER # 23a FOR CPVC PIPE ONLY DESIGN NOTES 1) SYSTEM DESIGNED PER REQUIREMENTS OF NFPA 13R FOR ATTACHED RESIDENTIAL DWELLING UNITS USING RESIDENTIAL SPRINKLERS ACCORDING TO MANUFACTURER'S LISTING I 2) WORK & MATERIALS TO BE IN ACCORDANCE W1 NFPA 13R j 3) PIPE & FITTINGS TO BE SPEARS BLAZEMASTER CPVC, U.N.O. 4) WIRING & CENTRAL STA. MONITORING TO BE DONE BY OTHERS 5) DESIGN AREA #2 IS (4) HEADS IN LIVING RM. W/ 16' x 16' MAX. SPACING FLOWING A MIN. OF 11gpm AT 8psi PER HEAD 6 DESIGN AREA #3 IS 1 HEAD IN LIVING ROOM W/ 16' x 16' MAX. SPACING FLOWING 129pm AT 9.5psi - 7) THE FOLLOWING AREAS ARE NOT REQUIRED TO HAVE SPRINKLER HEADS ACCORDING TO NFPA 13R-1996 SECTION 2-6 A. BATHROOMS NOT O EXCEEDING 55 SQ. FT, W/ NONCOMBUSTIBLE FIXTURES PLUMBING FIX S B B. SMALL CLOSETS NOT EXCEEDING S 4 2 q Ft & 30 FOR THE LEAST DIMENSION CONSTRUCTED OF ONCOMBU T N S ISLE OR LIMITED COMBUSTIBLE MATERIAL ., L L C. OPEN ATTACHED PORCHES,CORRIDORS, C RRID RS, BALCONIES &STAIRS D. ATTICS, CRAWL SPACES, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, PENTHOUSE EQUIPMENT ROOMS & OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE BLDG. 'TYPE III - 3RD FLOOR FIRE!SPRINKLER PIPING N WATER SUPPLY ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS NO. DATE REVISION DESCRIPTION BY - - _ - - - -- - -- - - --- _ _ • • STO N E B R �[ A FLOW TEST FIRE PUMP SIZE LOCATION TYPE SYSTEM NO. 1 LOCATION DIA #2 DIA #3 SYMBOLS QUAN. ORIF. TEMP. MAKE & MODEL TYPE FINISH ESC. OO I \ PA RT. PHASE 11 {= CENTERLINE � 03108101 RELEASE FOR SUBMITTALS DH // Lu Itj - - T � -- - _-- _ � -- - — -- --- — PLACID LAKE RD. & AIRPORT BLVD. DATE OF TEST: 03107/01 RATED CAPACITY: NIA HAZARD LIGHT NO. OF SPRINKLERS 4 1 � 155 RECESSED SANFORD, FL. — — ton � � E�EvnrloN — /d_2" UIG &OVERHEAD — CPVC 1 I hi} 38 318" REL. F11RES118IF2— SSP WHITE FIRE PROTECTION RECESSED ENGINEERING, INC. TIME OF TEST: RATED PRESSURE: TOS = TOP OF STEEL SPACING 16' x 16' DENSITY 04 04 , 8 1I2' 200 REL. MOD. F1 SSP. CHROME DRAWN BY: D. HART DATEI: 03108101 S8 PUMP TYPE G = GROOVED PIPE END K FACTOR 3.9 DESIGN AREA 4 HEADS 1 HEAD STATIC PRESSURE: ® Orlando, Florida Tampa, Florida 11 Ukst Palm Beach, Florida SPRKS. ON JOB: 902 SCALE 1I8" - 1' - 0 -- — -- --- --- ---F---- — -- (407) 831-3414 Office (813) M3-2333 Office I --- (587) 540.4420 Office WELL PUMP INSIDE HOSE 0 GPM DISCHARGE 146.02 112.00 I (813)020-0333 Fax (561 540-4490 Fax RESIDUAL PRESSURE 52 - T=THREADED. PIPE END (a07)837-5740Fax APPROVALS: CITY OF SANFORD G ABLE: F =FLANGED PIPE END OUTSIDE HOSE 100 RESIDUAL PSI AT 52.367 42.528 -- --'-- —'_--- ---- Ja s Florida GALLONS FLOWING: 1130 PM AVAIL ck onville, o a Miaml, Florida \ Melbourne, Florida CUSTOMER PROJECT NO. ' DRAWING NAME: RACK GPM 0 CITY CONNECTION -- (904) 2e2-6107 orate (305) 8e8-2402 orr�e (aoz) 7z2-5585 Office TESTED BY: SANFORD FIRE DEPT. PSI AVAILABLE: C C =CENTER TO CENTER — _ 46 HEADS THIS SHEET soa) zsz-eme Fax (306) 8813-3804 Fax (407)722-4775 Fax CONTRACT N 012008R FP.7 8 — O SHEET NO OF WFPE-24x36-P.dwg ver 1.00 4/02/99 ) 1. 635 ( ALARM BELL INSTALLED I - 1'/2" CPVC ELL ❑ El --� ON WEATHERPROOF BOX 1 12 HEAD CABINET 1'h" x 0 7 NIP. W/ WRENCH TO BE 1 Y2" SCR. SPRING CHECK VA. v PROVIDED AT CLUBHOUSE T- - T I �� i-Y� 1'h" x 0 7 NIP. -— T ADAPTER (- __I - r — � I (/ 1'/i' SCR. ELL rI i 1'/z"CR. BCLTEE EXT. \� ' 63s I +I ' WATER GA. BEDROOM # 2 I LANAI STORAGENO A/S 1/2' x 1-6 NIP. � /4' 2'/z' SINGLE BRASS FDC t l(l 1 I n� FLOW SW. co I I� 1: 1e GLOBE VA. i\ �, 1'/2" SCR. BB VA. W/ T.S. 81-0 1%" CEN. MOD. 13R RISER MAN. \>� / n TYPICAL \ J �1� 1'/2' WILKINS 950LXL DBL. CK. VA. 16x24 ACCESS PANEL " � \ > o UNIT B U N IT B \ ON OUTSIDE OF BLDG. 1 /2" SCR. COUPLING ALL NIPPLES TO BE F , „ \\\ / 00 LIVING I �aZN \\ 1'J2" x 0-3 T-T, U.N.O. 1 /2 SCR. BB VA. W! T.S. BREEZEWAYNO A/S / l r- .- 1'J2' S-T FEMALE ADAPTER " 1, / ACCESS PANEL 1" DRAIN 1'Y? x 5-0 CPVC PIPE MASTER R0 GH OPENING (ss BEDROOM o U . .j J% .; � L y .. ,_ _ .., '•a., ., ... ., .. ..:n: ;d�a,� ,r. .. r .,t t=-. ..... e4tr:_. f+....�i.. . ,. ;�¢ a,.< �.. :I � ..E. �`�i �.._ lE�_.,...: I I �.,: �.,.. ,,.ems 4`"� a.-.. � : °i., ,.',<'- ." WFS TO START AT SPARE SPRINKLER CABINlrF �CLOS, 5' OUTSIDE OF BLDG, LOCATED IN THE GLUBHQUSE , + 2' C O 1 \ PVC FROM WATER MAIN CPV \ i \ 2' CELL W/ 2 x 1 1/2 BUSHING _ n \ n �C�i RISER DETAIL I f UTIL. )��r o 0 N.T.S. l^ '/4 Q DINE KITCHEf \ n / % 1. BATH 1� BATH 1 " �\.00- \ ` -� - -4z °'�'`_\ , -- SEE SHEET FP,1 FOR UNDERGROUND HYDRAULIC v � -- — - - -- , — _ c� _ .CALCULATION REFERENCE POINTS, - FASTENER a/ -- -- ---- - �: ri -- --- II� 3 3sl 3/ ONE HOLE STRAP - ro .7 STRUCTURAL.,I���` _ • O - - r _ - r,-- . ��� — n �� \,l FRAMING +. �� n 6' <� \\� V V c C - CPVC PIPE ONLY�f SELF-DRILLING, SELF. �( TAPPING WOOD ANCHO�� \ f EQUAL TO "SAMMY" MEMBER SWG 25-380 \� l HANGER # 22 ALL -THREAD ROD a �\---- -,� " BREEZEWAY HANGER RING------ // NO A/S r 1 � �. UNIT B UNIT B WOOD TRUSS HANGER # 11---�.--�, ,------- -- -- ------ :---��� i SIDE -WOOD ANCHOR T— ---- l-- _ --- C) LASTIC PIPE A STEEL AND/OR CPVC PIPING UP TO 4 DIA. ( 2 HOLE STRAP (SIZES VARY)_11- 1 I J (2) #12 x 1 1/4" 1'/2" FIRE SPRINKLER RISER WOOD SCREWS — 1ST FLOOR ONLY T_❑ �❑ _ ❑ s3s SEE DETAIL HANGER # 23a I — ssa s3s ' IF F FOR CPVC PIPE ONLY III ❑ IL-1 O �,i,l ❑ ❑ a — EXT.- 1 LANAI ISTORAG _--- T cl BEDROOM # 2 NO A/S- , 8'-0 J I � _ J TYPICAL { O UNIT B UNIT B UNIT B NIT B 00 LIVING �\ % =.�—�\ DESIGN AREA 1 & 2 BREEZEWAY " ��--.� --- BREEZEWAY _ CLOS. " � I\ NO A/S " 1 j NO A/S MASTER —, - // //o --! =_a te - _ \\ / 7ss I 772ESTER - I-- --- -_i •. s., l B a bo fCLOS. n 1 �` BAT L T_ E. '\ �t �\j ) I "1' 0 k 00 UTIL. DINE 1 -- _ 051 i_BATH 71 I1-11 i/� — _ n ( ) ( < I \�' - -- M — E r' �� \ s 31 \ 3 �,� _ a /\ ' — 1_ _ — 364 /�%`` . _ a 1 o o a _ 1\ C1 �'• _4 \G NO A/S G NO A/S UNIT B UNIT B - (, (; ��-- UNIT B ; UNIT I...' \\ j HEADS PER FLOOR16 „ - -- -- r-- \ ` _- — - -- 7j8 /2 --- - - — 155 200 — =— =---� REL. li E I�erF2� REL o F F R 5 MOD. 1 I: _ SSP WHITE SSP CHROME -' RECESSED ;%� RECESSED,;% -I -- BUILDING TYPE IV 3RD FLOOR - FIRE SPRINKLER PIPING PLAN SCALE: 1/8" = 1'- 0 WATER SUPPLY ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS NO. DATE ----- DIA #1 IA #2 I s 1 LOCATION D SYMBOLS QUAN. ORIF. TEMP. MAKE &MODEL TYPE FINISH E C. FLOW TEST FIRE PUMP SIZE LOCATION TYPE SYSTEM NO. S 03108101 .. { _.CENTERLINE A LIGHT NO. OF SPRINKLERS N IA a �� � HAZARD DATE of TEST: 03106101 RATED CAPACITY: � ELEVATION — /, - 2 ' UIG &OVERHEAD CPVC� 216 318" 155 REL. F1IRESI181F2 SSP -WHITE RECESSED. J OF TEST: RATED PRESSURE: TOS = TOP OF STEEL 1"- 1'/2" RISER PIPING SCH. 40 SPACING 16' x 16' DENSITY .04 .04^ 48 1/2" 200 REL. MOD. F1- SSP CHROME RECESSED- , TIME E Y • ' --- —• -- ---- - KFACTOR 3.9 DESIGN AREA 4HEADS 1 HEAD -- -- - — — I \ - STATIC PRESSURE: 58 PUMP TYPE: G = GROOVED PIPE END - — -- - -- -- ---- ----- -_-- -- � INSIDE HOSE `-- — 0 --------- --- GPM DISCHARGE --- 146.02 112.00^-- -- ------ IvELL PUMP RESIDUAL PRESSURE: 52 T = THREADED PIPE END - : — GALLONS FLOWING: 1130 GPM AVAILABLE: F =FLANGED PIPE END OUTSIDE HOSE100 RESIDUAL PSI AT 52.827 37.906 RACKGPM 0 CITY CONNECTION __ — - 284 HEADS THIS SHEET TESTED BY: SANFORD FIRE DEPT. PSI AVAILABLE: C-C - CENTER TO CENTER —__ - it 1 I ' I I I I i l BLDG. TYPE IV -FIRE SP J� RINKLER PIPING PLAN REVISION DESCRIPTION BY STONEB ROOK APART. PHASE II RELEASE FOR SUBMITTALS DH 9 OF -- -- — PLACID LAKE RD. &`AIRPORT BLVD. FIRE P SANFORD L. PROTECTION F RO ---- — -- — — ENGINEERING, -- -- INC. DRAWN BY: D. HART DATE: 03/08101 ® Orlando, Florida Tampa, Florida Vtest Palm Beach. Florida SPRKS. ON JOB: _ 902 SCA E 1/8Ili- 0 --- - - - ---- - (407) 831-3414 Office (813) 823.2333 Office (501) 540-4420 Office -- (407) 831-5740 Fax (813) 820-0333 Fax (561 540-4400 Fax APPROVALS: CITY OF SANFORD Ej Jackso lle, Florida Miaml,Florida Melbourne, Florida CUSTOMER PROJECT NO. DRAWING NAME: 004 2 . 107 Office : c eOffice ( ) 292 8 (308) 888.2402 Office (407) 722 5585 -- - (004) 262-6108 Fax (306) 888-3804 Fax (407) 722-4775 Fax — CONTRACT NO. 012008R SHEET NO FP•$ OF 8 i K J t f c, r s i ul + IF- C y r... 5ANFORD DULL F INc r)EFq, THE 5E PLAN>Aura RL VIEW! ACC AND c:nN�71'rloiVALLY EP�TEO FraFz F TRMI T, a F k'RMIT ISSUED SHALL BE CONSTRUE[) 1`0 WITH Ot-e A LIv`MmsF TO pROCEEp THE WORK AN* NOT AS AUTHORITY To VIOLATE, CANCEL, ALTEi2, OR ,Sf-r A:5I0E ANY OF THE PROVISIONS OF THE Tr CHMCAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REC)UIRING A CORREC- TION OF ERRORS OR OTHER VIOL_ATIOP,,s OFETHIE CODES.CONSTRUCTION i#y . 8anfoo Model Cod1r�3 in e?lef'v I Standard 1T'kdf' il1Q Cede 1097 eel, l Standard 111an115,119 t)orle 11,997 ed. Standard McCfi,111Cal Lucie 1097 ed. go M Afc-) < S National Electric tf (. r)L,e '1996 ed. See OftY Cod M ._ \l , _n �- F(.... ACCi'S$LLiii1!.'1 G,..+.'.;):': 1997._- EL. Energy'_13itz v (IS � 43 TI Is' B5 ON V/ SP mm SjB- PMEL 42 #2 IROUBLE KNIGHT 5271 0_T 40 ji R 13 SUPER. 39 38 mm L 37 <> 36 RELAY #4 41 SURGE PRdTECTION (SEt DETAIL) Fs IP —T 34 m Im MONITOR MODULE 33 JUNCTION IJOX AT EACH BUILDING 32 6 I K N A L31 SEt SUB PANE HEX,NOTE LAYOUfT 30 Ilk L 6 ON tA-2 29 (zMpr or wnpv I-Z Tn PPM117117 (ZHP PANVI rArp'-z k (zilp WnMITnpm, I nnp I C;-dm FIRE ALARM CONTROL PA14EL 6URFAC8 HCURT 5201 SILENT 104IGHT 2(oA'H 16V 12 no MANUAL FULL STATION 48' AFF RMS,-1p AAMEt 4' 5a UJIVWkE G" RIWj I T HEAT DETECTOR CEILIWj 104-13 ESL 4' 5Q W/5a TO RO%D F RIWj 24 Fin ALARM MINI -HOW mil AFF GX-W-4W GENTER 51WGLE G" R1Wj OR ro, E3tLaw CEILINGi 1 OIRE ALARM HOW/67RO15E W4 AFF MT-24-1iM-vFR LIMEELOCK IOB_R 117CD (111carldela) I I`ILW rAUITCH 5Y OTH505 E3Y OIPER5 13Y OTHSA5 4' 50 1 FLEX I fAMFER 5LUITCH 13Y 01 5Y OTHERS 13Y OTHI�RS 4'50 FLEX 4 HANDY 5OX 3 OIRE ALAW MONITOR MODULE 'XI 28 \2j y cS C:�, 7 y 4x V, 2 N Uj a (D FACP & DACT (5820). Z vt� ALARM, TROUBLE SUPERVISORY TIE IN OF SUB PANEL TO MAIN FACP DACT. SITt MONITORING LOOP CABLE TO BE 4# 12 THHN/THWN. CD AOX LOCATED AT EACH BUILDING EITHER T-TAPPED OR SPLICED THEREFORE IF -UNE THE OTHERS WILL NOT BE AFFECTED. LIGHTNING KNOCKS ONE BUILDING OFF t P y, A_ /Al' Or% % I WI -RE LEGEND A #/6 AW616 conduclof5 ff�e N07-IFICA7710N CK77-5, I FU�_l _'57_A7_/0N_'�D #/8 AVIG16 condudor_-, FP—IK' N0771FICA7_10N CK7--'5, � PULL _'57_A7_/0N_'5 #'12 AW6 7-MIN17-11WN Ft -OW, 7_At1PEP_'5W17_G[1_r_'5, ff UNDE9'OPOUND X� 2S A 4� 5 5 v t 0 4 4#12 THHN/THWN ?51:�'__ --is -17 4��/ _4 1 _4 /1 "_j zr C.- 4#12 THHN/THWN rj/ I 111 fT�, 1 E P_jllilll I iil/ C5 V-tv A SIT I I p7t /, & ------ - L ­3 e� J A 7 A, V� /W �7 Y v x, `7� %: 7 is rr _141 e if v. I I f I I 1;1Y, Z fit (tilt, A, s 7-7,n-: it lZxr_�_ A 5 A& Z �11 I/-. 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I .1 NAC- If I - �s , " ,� � 11 . _ . ,,"", `��­,.­.,;"� : ,j - 1�� - � ... - , , - " T .. - , I �1 , � � L' 5i if � � , ,;,� , - '' I _ . _�:� \ . I - - 1 ' BEDRC OM - 11 1 4#1 THHN/THWN . � . 27 [0 1:_ � �� � I �� _�, ',,,,� � "'., �""�:_,,,� 1, I.i -": - :s � H I �,� 1�1 - . � 1�_� - ,�t , " ��"Ii,-",:11 - '? I 1.1, ­­� 1�', - I � I -L , � � - I I . . �f , � . I I I I - I I I . I � ., "I � � - , . I — TB2 - . " 1. . � . I I r 1, I .11 . r � ,� ­ - 'i. I , .. . I , 1� .i -: 11 � � I I -1` y, . . - 1! �., I I I I � I . I � , I , 11 I ­ , � - � � -1 I , 11 � -11, � Connect . I , . .- 1, L , �".;,"". ., , ., � , - . - - ` I . . z , , , " , -, - , , �� I , � ,. " - , , X_ : __ .,i �`�, _�_, .� �i.`;_"�� "� _ ''", � 1 4 ._"" i:�__� - '' : ,,, � "',_ " - It r, . ,,�,� � , 1."', I I . I I , 11; , � . � - 1'� �,,�_ �cl-"___ � . I I . � I I 1. . , , �. , '' 11, � �� I r I \ l� ' ' f I � : , I . I . � I I � � .�?Ll' � - I !".,;., ��,� � ,,, �.-,',' , " �� ., 'I- , , � R I I IVING, 1'. (D 20 ' ,�,-'� .­­"­ - I :., - - � �� . I , � I I �, . LIVING �___ . I I I I es connec I I 1''. I . �, , - 1;�. -,x : ��:e�"L - ��_ 1��, I 1. - I . . ' . - �� __ �. - " -1 , - � I � ted to � -I - I ­ i � I ,�� .i I ­ � ;. . I I . I I I VDI le I , Model 5198 . �, : � �,,, ­ i. , � " � "' -'�'­_Z"�' `� � brnbni�'A4 . ' . r, . � � I I . I . I ,. _� � �� :1 , ;� , -�4" , -A 1. 1. F "I ,,, ; �,., �,� 11 L' . ­ �'; . I . . :11 �� " . - "' If , - I \ - .,.; � . it � - t� ., - 11 , - il I - . IVIN , ,:� I ­ , � � , L I - � I , r . . : �: - L . . I . � _;��, "; ­ I - I � � , "_� , �'.' ��'­ F. ,,­," _; " , , 11 ,� '11_:�Jil - , 'Rf­ -Tn qi� np, - " 1, -------- I - I - I - - -- J,�� - , � , I - i .__ I , ! I _,__� � , I I I ) � � , � . ­�P'. � � I , � - G ' 11 I I �_ - Iii � LIVING' .1 � - �, � / , I _7 P3 :��o . � !'_: � �' �, - .,� I , I- ,I �__ .. I I I , I I , � � ,.,4 _ , 1?� H� TB3 Devic � - _��,, I 'I,:."-- , � �, "", _11_1.11 _�,�:�, �:� � I . � � " : �� 411 e : I III!, I 1�� _ I I �, 11 . �' I I - -1 - I-1-- ­ - , F MONITORINr in GROUND 0-111-1 C­_L. f-1-1 9A _­il h. . 2.) 0 A 0 Z4-5 FIRE ALARM NAC SCHEDULE Z4�3 t 4-- q WING tall LIVING BEDROOM BEDROOM R 4, p L W.EL EGENE) L IWO wn A /,g w( cnnl, irl' rP�g 0r5 mn —IFIGA-10N -5 f? P1 JQ_ 57-A7-ION5 7 GK7 -1 Pik ALA'RM CONTROL PANEL SURFACE MOUNT 51LENT KN'4W 2(PA-H 16V 12 M�NUAL PULL STATION 46' AFF RMS;-I , P AAMES 4' 60 WISIWLE GAW, RJW4 (D P#AT bETE CTOR CEILM 104-13 E$L 4' SQ W/Sa TO ROUNC), P RIwj 24 FIRE ALARM MINI -HOW GX-W-4LU GENTEX 611,163LE GAWj RlWj OR W BELbtU CEILIWj Flk ALARM HMVBTRO13E W' AFF MT-24-W-YFR WEELOCk 105-R 1 17CD FLOW SWITCH BY OTHEF6 BY OT4R6 BY OTHEF�6 4'60 4 FLEX 1 TAMPER 5WITC14 BY OTHER6 BY OT05RS BY OTHEFkS 4`60 FLEX 4 HAN15t BOX 3 Flk ALARM MONITOR MOOLILE F #18AV1G16,co.ndudor_,:5FP_19 N07-FICAPON CK7--,5, �U�1_ _57-A7-10N_'5 #12- AW6 7-111IN17-IVIN F�ow, 7WIPEP UNOMWOUNO PUL—If5f. C -FIRE ALAVM ZONE SCHEDULE ZONE DE8CRIPTION LOCATION ZI 6PARE SPARE Z2 SPARE SPARE Z3 MANUAL FULL STATIONS lot Floor Z4 MANUAL FULL STATIONS 2rd Floor Z5 MANUAL FULL STATIONS 3rd Floor Zb TAMPER SWITCH 51TE Z1 FLCW 6WIT. H SITE Z8 HEAT PETECTOR, A50YE FACP Earth Ground To RJ31 X Supervised Phone Line I Supervised Phone Tn > TB < > J 56 55 �4 53 52 51 50 49 4 P-, L ; _ --4- -_ Ll TR TT HIR HT TR TT HR K Z4-4 if MOUNTING DETAIL FOR T14R 90M-i OWER LIMITED CIRCUITS P 0 BEDROOM GROUND H VISUAL, AUDIBLE/VISUAL -I' L --I If, or Class A (Style 0) Svoeryised ZQne5 G 2 _J� TB1 if & MANU KITCHEN AL PULL STATION KItCHEN Zones 1 2 T81) t JF 11! it I jfid 'r- BATHR I.J BATHR BATHROOMI /�y TARQQ_M 117 A DROOM BEDROOM BEDROOM y -1 if _- V�7� if L A if ­1(,_:�IKITCHi !I KITCHEN' N I BEDROOM P 4 L BEDROOM if j if THROO J e -nt!iL 1.17C 0 Tr .4- -f THROOMirq- I BEDROOM T J__ it if BEDROOM 1_1 :-jj 00 IKITCHEN, P if (iITCHEN A q, t r -9 it CIRCurr 131 bESCRIPTION STAIR.IELL kRN/5TRO5ES LOCATION lot - 3rd Floor 132 5TAIRILIELL kFRN/6TRO5E6 lot - 3rd Floor 133 ALL MINI HOI�,15 lot - 3rd Floor 5,4 FUTURE HC APAKA5LE CIRCUIT IST FLOOR ONLY Class A (style D) zones DO NOT SUPPORT SMOKE/DUCT DETECTORS Supervised -WIRE Smoke Detectors N.O. Initiating devices only. Max. of 5 (five) Waterf!64 per NFPA 72 Maximum Loop Resistoncd 100 OHMS Class B (Style A) Su;&rvise Zones 3 GROUNDIIQ Supervised 2 2-WIRE 01— Smoke Det 0 1 Max loop resistance 1 of 30 Ohms 01 0— 2 1 3 1 1 4 3 4 5 7 8 9 1 10 120, 13 14 150— 16 17 180— 19 0 (2) (2) @ If it I, I,, I CAI r �LJI < 20 TE12 If v V ED ;IBATHRC BEDROOM XBUS 0 V BEDROOA BATHR /-y Z ------- Fr =1 t I , I "". / Y Model 160150 P5 ROOM )OW" ROOM EOL Relay Module P2 1 -Z" J L- DN TO FACP 5 emoe Hence ey ZONE. Use U.L listed Key J 210 < it it I KITCHEN EXPANDER N.O. Momentary, 24V/ C-2 KItCHEN' 3b. < r BEDROOM THRQ0M F 5207 F1 Z4 -1 < > < it' M, LIVING lit 0M IVING BEORO BEDROOM 12ikID FLOOR if - it SCALE: 1/8" 1'4' if ---_------- T Z 3 �T` Z4- Z4-2 0 J 117CD J 0 Z3-5 Z3 -3 Z -2 5 Z5 BED t BEDROOM ROOM X; > Fr. it L it -J LIVING LIVING IF if BEDROOM BEDROOM it i L d If A BEDROOM f J --- !I 1�1 A T) OM it 8 EDROOM Z1, THR C it d )M XOP BED : J ROOM N 7 If + r if KITCHEN KITCHEN HEff KITCHEN k/rc . ..... J < if Ir ;itj Y it _i­ u J!' THR 0 0 M BATHROO -7�1,- if 1, X r j j _V M It'.) I�BAIH 00 0 117C ROW F BA7 OM 36. I � < j it BATHROO it BATHROOM If ;; , ) i EDROOM \4 BED 'T— ___T Cx KITCHEN _* � j , K&CHEI`4 1 95 H BEDROOX ROOM N--- ---- it KITCHEN' fTCHtNj A < J i it F_ 7 BEDROOM BEDROOM "T A It 0 PT if 411 )v + iL V BEDROOM 4 =5,� 'JI, -1 I J x L TNROOM _. � L_ - BEDROOM 1_3 < r DN TO FACP OATH M 1- --- T-7 11 7C _j� q�THRO r�aAvitu .:7 BED ROOM �ITCHEN 'KITCHEN* BEDROOM (�3) NAC-3 T-1. if rt - it J 3-11 EDROOM B VAC it - EDROOM t3A I n OM -Al BEDRO R OM Z5 -1 JU i BEDROOM BEDROO I HA HUM1 if BAT S, V Z 4112 THHN,/THWN N\ J. L T K�7 NAC-I it 1 74 TO SITE MONITORING LOOP 'L J rr KITCHEN Fill if LE a A ?V .0 i�l C:5 C:> 0 CDL E 0, QO C1, 00 0- r__ V) V) w CL C) V) c:) C) C14 CD CD CD CD Z4*-:: % 6 Lki Z < ry Cn LU Uj C-� Z C/) — 0 CY- < HEX NOTES USE RATED WIRE FOR UNDERGROUNDPULLS. FIELD VERIFY EXACT LOCATION OF FLOW AND TAMPER. SWITCHES PULL 4 #12 THHN/THWN, DO NOT USE FPL OR FPLR FOR UNDERGROUND PULLS. LOCATE 3 MONITOR MODULES AT THIS LOCATION FOR SITE : MONITORING. OSEE SITE PLAN. DO NOT USE FPL OR FPLR FOR UNDERGROUND PULLS. USE RATED -CABLE FOR UNDERGROUND PULLS (12 THHW OR THWN) PROTECTED BY VOLTGUARD PART # VG—FA-4Z-48. (DJ —BOX FOR FUTURE 15. CD HC STROBE IF REQUIRED. ®J—BOX FOR FUTURE 110 CD HC STROBE IF REQUIRED. GENERAL NOTES 1.) THIS BUILDING IS SPRINKLED. 2.) ALL UNITS ON THE 1st FLOOR ARE ACCESSIBLE. (ADAPTABLE HC UNITS) T (ADDITIONAL A/V DEVICES TO BE ADDED FOR ACCESSIBLE REQUIREMENTS) ONTI G DETAIL FOR VISUAL, AUDIBLE VISUAL i & MANUAL PULL STATION r I I -- BEDROOM LIVING dA BEDROOM { BATHRO* dEN I , ra .t I'CLOSET si d is _j J a{ [OCCG adQ�� �31�4GG dCQG�f; ]D Q a �� oaa o U piq tit t�cac� ��t � o o Q r. l FIRE ALARM CONTROL PANEL SURFACE M"T 5020 61LENT KNIG4T 26A'14 Vo W 12 MANUAL FULL. 6TATIOV 48' AFF 50505AP15' $ILENT OWT 4' OCTAGON BOX ® NEAT DETECTOR CEILING 80500AWS 61LENT 06HT 4' OCTAGON BOX 24 911 FIRE ALAIRM MINI-HM 80' AFF GX-90-4W GENTEX SINGLE GANG RING OR 6' BELOW CEILING 1 3<1 FIRE ALARM HORN MORE 80' AFF MT-24-I1M-1rFR WHEELOCK IOB-R 117CD (Ilicandela) I w l}-, FLOW SWITCH BY OTHERS BY OTHER$ BY OTHER$ 4' 60 4 FLEX 1 TAMPER $WITCH BY OTHERS BY OTHER$ BY OTHER$ 41Q FLEX 4 HANDY BOX 3 FIRE ALARM MONITOR MODULE WIRE LEGEND A5 ; j' Y(jo COnaucTaf� 1� L ' NOT1I"i''iir fuf�� L 1 �. r'"'o! 5i rTl(Jr'�l5 � 1f-5 ,fir'/G`/G cv:ducfc�ra ri';X N07_1,,F10A7_i31V C-0 �5. (t P! "i— _'5o_00! �5 C-1 #r'JZ r IV 5 "rr 117_1✓'/I\I �LJy/ j� /�J'1��,��rv� C� G.�`}��: �F FIRE ALARM ZONE SCHEDULE ZONE DESCRIPTION LOCATION zl $PARE SPARE 72 SPARE SPARE Z3 MANUAL FULL STATION$ let Floor Z4 MANUAL FULL STATIONS 2nd Floor Z5 MANUAL PULL STATIONS 3rd Floor Zf6 TAMPER $WITCH 61TE Z1 FLOW OWITCH 611E Z8 HEAT DETECTOR ABOVE FRCP I�IIIIIII v� o U o ' I'- 0 0 V �- v j CD M11// .. fi- CO �(CIL) I-- �AaUj FIRE ALARM NAC SCHEDULE CIRCUIT DESCRIPTION LOCATION BI STAIRWELL HOW$TROBE$ let - 3rd Floor 52 5TAIFUELL HOMMOBE6 let - 3r4 Floor B3 ALL MINI HORN$ 84 FUTURE HC ADAPTABLE CIRCUIT Aggd �l 8 o , l=J Earth Cround O ALARM O MEMORY To RJ3IX To RJ31X R ❑ O SUPERVISORY O TROUBLE R Supervised Phone Line 1 Supervised Phone line 2 O AC / DC O E REPORT O Dialer Fil i2VDC IOOmA Max TOUCHPAD S TB8 Active Low Z 56 55 54 53 52 51 50 49 48 47 P4 Uj TR TT HR HT TR TT HR HT Model 4t80 Status POWER LIMITED CIRCUITS lsploy Q Moduuus le 2.5 A 0 24YUC Resistive) GROUND (2)stat 46 V Class A (Style D) � TB5 45 RELAY # 1 IZ Zones 1 - 2 101) 3 TBI 44 1� W ® 4 43 < CL < N.O. Initiatin devices only. Max. of 5 (Sfive) Waterflow ® 5 42 RELAY #2 y.. Class A (style D) devices per zones as per NFPA 72. 6 41 V w zones DO NOT SUPPORT SMOKE/DUCT DETECTORS Maximum Loop Resistance 100 OHMS (Y 40 x L i J 39 RELAY #3 8 � Class 8 (Style A) ® 9 Q p cl� 38 ' ® "J Q Z ones 3 - 8 t) GROUND ® 10 F-- M co 0 36 # RELAY 4 11 U 35 SUPERVISED NOTIFICATION W 3 O Supervised o 2 2-WIRE 12 i 34 CIRCUITS o Z � f/ Smoke D. 1 13 33 t Max loop 14 SMOKE 32 ° resistance 1 15: — POWER J2 s TB4 31 Q of 30 Ohms o 16 TERMINALS 30 LU oI— 2 17 29 o - _ Lt Supervised 4-WIRE 1 3 1 3 18 i 28 o Smoke Detectors 9 a 9 4 o� n __.____..."_._; I, -I Ii -.. -� 0�. , _ r� I _ ____.._ __ -___ -_ -__--_ _--- s i '_ ...._.- _,_- ._,__...__,_, II1I_-Iee� _ .P/ II!I ;,���i-,: �,� rj' I'`;`I ._ I .IIt1 -� "I.�.1 I I--._-�- , I ,�=, .. - � �,,I " I ,.­ : � . _t %��I : : .I ./_4 �I.I .II \.'1--'. L_1-.. _iI>-- I,1I�'`,I m:1 I "I�, , 1,, I�, 1 'I 1, �I1.;1I1�,I . I; �Ii.11 iI _1 ._[-t!I � ..I�, � T1..,_ =. 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