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700 Airport Blvd 91-239 plans new construction Placid Lake Apartments
1 L 1tl " �s r, r ii• it o , - : td r.AM i ! "A � I fr .i f 1 r� �•z - _-..:..ter,... .,....r ,._..... __ G CH RC-Hl EC S I I I W I VUW M��WJWW"'*sIN LwM 1 1 SYMBOLS KEY a ROOM NUMBERS SELECTED. RELATING TO PLANTIVELY ARRANGEMENTS, NO. OF FLOORS , ETC. D DOOR NUMBERS USUALLY RELATE TO ROOM WINDOW NUMBERED BY TYPES A,B,C, ETC., IN ONE STRUCTURAL DIRECTION: 1,2,3, ETC., IN O GRID THE OTHER. LOCATIONS OFF MAIN GRID NOTED A.2, 4.7. ETC. r DETAIL NO., —DETAIL TITLE 0, DETAIL ' TYPICAL WALL 3.1 0 --SCALE TYPICAL --' DETAIL NO 6 --- j ARROW INDICATES +DIRECTInN OF DETAIL CUT AND/OR LOCATION SHEET ON WHICH ' .DETAIL IS DRAWN DETA9l_ INTERIOR 5 ELEVATION REFERENCE �—DIRECTION OF VIEW CROSS SECTION 2 ' �+LOCA TION OF CUT �Ar10 ��—DIRECTION OF VIEW 6 TYPICAL WALL 3': 1' d CROSS REFERENCE °REFEF3ENCE SYMBOL SERVES AS CROSS REFERENCE WHEN PLACED BELOW DETAIL SYMBOL. CROSS REFERENCES ARE FOR CONVENIENCE ONLY AND DO NOT INCLUDE ALL INSTANCES OF DETAIL OCCURANCE NOTE REFERENCE IN WRITTENAL DETAILS ANDn NOTEISARE IDENTIFIED AS IN THE ,,NOTE NUMBER FOLLOWING EXAMPLE 01 LOCATION OF f NOTE APPLICATION 'FOR ROOF FLASHING NOTE MATERIAL SEE N O 5.2 12/7.2 AS IT DEFERS TO �l DETAIL 5/7.1 SHEET ON N/HIGH NOTE IS FOUND. EXCEPT J THAT `'HEFT NUMBER NOT INCLUDED IF ON SAME SHEET MATERIALS 1 KEY 0 PAVING 0 EARTH 0 CONCRETE 0 BRICK CON- MAS. UNIT GROUT FILLED CELL INSULATION WOOD FINISHED PL'lWOOD WOOD ROUGH METAL D E cn O �o 11� i 1 2 g 4 5 - r 6 7 A o In (4)-LARGE GALV. EYEBOLTS —I tr PROFESSIONAL GRADE MI`T 1(trn Al I! n1A1A K1�1TX VOLLEYPALL COURT DETAILS a NOT PLATTED ZONED GC-2 VACANT �O �o , oN O *'FouwTA o 0 MAIL . KIQ5K Fouwwm ti oq � �s Oo, 9 G� �G 9,P d r� 0 I.T. WO(:)D POSTS WITH SEALER i PLACID LAKE TRACT "C" ZONED MR-3 VACANT 011 S 53' 04' 39" W 105.01' 90' 00' 00" R = 35.00' A = 54.98' G A=15'02'39" R = 7.03.44' A = 184.70' RESEVOIR LAKE EDGE OF LAKE TOP OF WATER ELEVATION = 40,97 7-31-90 8 0 �0 o NOT PLATTED n ZONED A-1 *104CT-It SINGLE FAMILY uo RESIDENTIAL � I S 89' 16' 12" E 323.34' W F/ ! F tj 9 I r� 0 O � O D D o NOT PLATTED ® 4 ZONED MR-2 VACANT 0 w O o %F I �' fouNTAI N /01 ® C) AND A = 50' 00' 00" R = 530.00' A = 4-62.51' S 66' 54' 44" W 122.19' MASTERS COVE PLACID LAKE TRACT "A" ROAD ZONED GC-2 VACANT ;0 _ 35' 57' 53" SITE LIGHTING FIXTURE' SCHEDULE •�I,11 IaFG. & CAT. // DESCRIPTION- LAMPS VOLTS REMARKS NO. TYPE LITHONIA TFS1505 HPS FLOOOLIGH.TS 1 150Y1 7 MOUNT- ON 8LDGS. 1 0, HPS, 4 SEE SITE PLAN WCGRAW-E 0 IS ON TRADITIONAIRE I 150V1 MULTI. PROVIDE A LURALINE P15 TR1393 HIPS POLE MOUNT PER MANUFACTURERS `DETAILS. R = 156.87' A 98.47' A = 00' 20' 58" L = 5.00' .�}oT� � T���� �F I xTl1���,�t�I P: dTtrta%��.. �`p '�� �:�� c,•ECf�P �N � .�I•lAtl. � ING�I.�v�� It��Ll,ob�l�NG� 1�>i� �-��.`��l.l, ': kI IK NC71 U fi11 RCtYo W f iv L �, Ga l�i t G 1 oF,'-`�. 1�lv I ' N�fALI,ATIo�I .�/NAB 1. •�'E I N Gobi-i�'�G.�[`p1?a �,�� 'f�l CONTRACTOR SHALL PROVIDE- 2'--'X• 2' PLEXIGLASS .. NOTES E SITE SUMMARY 3 A m UNIT TYPE o a UNIT A N 12 L UNIT 72 _ UNIT C ;16 -- a UNIT D .72 UNIT E 40 U UNIT F 32 TOTAL UNITS 3 244 y m B BUILDING TYPE n L TYPE I 5 3 TYPE II 4 v TYPE III 1 0 TYPE IV a 2 L a TOTAL BUILDINGS 12 0 0 PARKING REQUIRED 488 PARKING PROVIDED 491 h SHADED AREA INDICATES - - - C 3-STORY CONDITION 0 m Ll 0 U _Z I 0 �FaN-1 C U , 0 Y . Uj Uj �/Z4/qo l5SuE0oR PE'?miT Rev. No Date Issue History FUGLEBERG KoCH ARCHITECTS a Orlando Melbourne ❑ 255 Temple Trail, tinter Park, Fl. 32789 (407) 629-0595 ❑ 25 W. New Haven Ave.. Suite F Melbourne, FI 32901 (407) 768-7887 :PAC DEVELOPMENT._ APARTMENTS h ,� PLACID LAKE pn,� ((,41. 00 SITE PLAN SANFORD� ky 1x2 FLOR_IDA ,- :_ 01.(D (D D5 OI/01DI (D: ' x X x x x Wit- x X G E) s II—ti O I (D e 0 �9 � Ga a DZ it Gilr (D • Gil DI I err I Imp I� gDENOTED BY TYP PERIMETG 0`tR TU55 LEAD BEARING @ TERIOR LOAD BEARING PATIO SLAB TYP PERIMETER(� Z 3 5 6(3 (D �Ol1NDAT10N c3 STOGY) TENANT PARATION (STORY) ARTITION (3 5TORY) FOUNDATION (z STDI�Y) 1 UNIT E I UNIT B SI�EEZEWAY UNIT B , UNIT E �1_ I`: 1�0 1": 1�0 lit: V- 0 (1) G 33-8 Z8 • .. � � I � � 4 9�o Z 8'- 4 33'- 8 • r _ — --. _- ----- '- 4' S IDEWALK 5 f (9) G 8 ) �� — — — ❑ r-— — -- -- I / ED (D _ III '� 1 a- T �} ! R . ' _ x x d- ! G) ! I I* I d- �5,16 I I� I �,� I I SLOPE-------------- ! I I- I I II \� % ICI I I/8"/FT. CO N ., ,,/,III - - -� ' ! �' '���� - - �'�j ; �� 6 (D 13 5 -- - �i/ Ij (` j,► G).. 0 `J _TRUSSLOAV BEADING N vG� ` �* 1_v I ( I •}c� �r� ��K II \ I2 - - - J L — J r �- ' _ f �` �-, �1 - �-- _--, TENANT SEPARATION (zI f I 5T0�`fi (D 1, , J l r-� I IG) (D _ > _N I J' — 1:- -- - ° 1 >F- — N _ _ A; `n �. - f�' — —1= — -- — —1 — — —I 4'.0 COL. tv,�� a — - — f i I I TO THE EDGE Of NALL o r--1 or '. �� `� or r — 7 VP\ IEs � SIM. r - --- 20 02 07 1 41 t �y( - 13 01 17 ,c , El �I X; >, — — _YJi I L I* 15,16 ' 10 -I !— — 08I I 0 x x- F, 01 nOPE ti i I �-�i _ N � .� �. I '� I � J I( 09 � II � I I I 118 / F� � I ! I I 11 ;g �-` 1 I I� II SQUARE L_ - L - - t - - -1-1�/ INTERIOR BREEZEWAY Ell I ► �--- --- ,N o POST. FOOTING �� g ❑ 8 I 1'- 0 13�-2 d I, f�'---101 , - 10 �. +f- � I I r I 1 - 17 -4 2-s ��-0 10-8 -s �--0 4-0 3 -5 5 -� _ 'D Irl L2'D 133'-0 MUNDATION PLAN MOM TYPE I U61 Z: I 1- 0. cn . m J tr w Y . `,. SSS-69085 ' C FUGLEBERG_ KOCH ASSOCIATES, P.A. These documents and their contents are the property of Fugleberg Koch Associates i ____�___�.__e..•�-E�,e_a-o-cr,��r,,;eat-anted_on_thes�draytinzsz_ Any reproductions,- revisions, or modifications of these documents - ---- - - NOTES 01. TYPICAL CONCRETE SLAB. 4" THICK REINFORCED WITH 6 X 6 W1.4/W1.4WWM 0VE4 MIL VISQUEEN VAPOR BARRIER ON TERMITE TREATED WELL COMPACTED FILL. 02. TYPICAL PERIMETER FOUNDATION, (3-STORY CONDITION) . 1'-0" WIDE X I'-/P" DEEP REINFORCED WITH 3-#5 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONCRETE COVER. TURN MESH DOWN TO FOOTING AND TIE TO OUTSIDE BOTTOM REINFORCING BAR. 03. TYPICAL PERIMETER FOUNDATION, (2-STORY t CONDITION) .. I'O" WIDE X I'-Y' DEEP ' REINFORCED WITH 345 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONCRETE COVER. TURN MESH DOWN TO FOOTING AND TIE TO OUTSIDE BOTTOM REINFORCING BAR. 04. TRUSS LOAD BEARING, FOOTING AT TENANT SEPARATION. I-10 WIDE X 12" DEEP REINFORCED WITH 2-05 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONC. COVER. 05. CONTROL JOINT. 1/8" X 1" DEEP SAW CUT OR TROWEL GROOVE CONTROL JOINT IN CONCRETE SLAB. RE: SPEC, t NOTES SHT.-4,., 06. CONCRETE FINISHES. ALL INTERIOR SLABS TO BE STEEL TROWEL FINISH & EXTERIOR SLABS TO BE LIGHT BROOM FINISH. 07.• TYPICAL THICKENED SLAB AT INTERIOR LOAD BEARING PARTITION.. (3-STORY) -Yr WIDE X 12" DEEP, REINFORCE WITH 2-#5 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONCRETE COVER. )K- ' R6' DETAIL I PLP�f l 08. TYPICAL THICKENED'SLAB AT TRUSS LOAD BEARING TENANT SEPARATION (2-STORY)., PROVIDE II-4'WIDE X IV DEEP THICKENED SLAB WITH 2-#5 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONCRETE COVER. 09. TYPICAL PATIO/WALKWAY SLAB. 4" THICK CONCRETE SLAB REINFORCED WITH 6 X 6 W1.4 / W1.4 WWM , ON TERMITE TREATED COMPACTED FILL. THICKEN EDGE TO 8" WIDE X 10" DEEP, REINFORCE WITH 145 BAR CONTINUOUS. TURN DOWN WIRE MESH REINFORCING AND TIE TO REINFORCING BAR. 10. THICKENED PAD. 24" X 24" X 12" THICKENED PAD WITH 345 BARS EACH WAY. 11. TYPICAL INTERIOR CORNER SLAB REINFORCE- MENT. 3-#4 BARS X 4'-0 AT 8" O.C. AT CORNERS. 12. HVAC CHASE. PROVIDE 4" - 6" DIAM. PVC SLEEVE BENEATH SLAB FROM WALL POSITION NEAR HVAC UNIT TO CONDENSING PAD. PROVIDE 45 DEGREE TURN -UP THROUGH SLAB TO HVAC LOCATION OR INTO WALL FRAMING NEAR CONDENSER UNITS AT CONTRACTOR'S OPTION. COORDINATE SLEEVE SIZE AND PENETRATION LOCATION THROUGH CONCRETE SLAB TO ENSURE THAT THE LOCATION IS ACCEPTABLE TO HVAC CONTRACTOR PRIOR TO FINAL CONCRETE INSTALLATION. 13. COMPRESSOR/CONDENSOR PAD. PROVIDE CONCRETE PAD AT LOCATION SHOWN. COORDINATE CONSTRUCTION WITH PVC SLEEVE AS INDICATED IN NOTE #12. PAD TO BE CONSTRUCTED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 1', 9-18790] ISSUED FOR PERMIT'- No Date Revision Description 19. SOIL REPORT... REFER TO SOIL REPORT AND 14. FIXTURE ROUGH -IN LOCATIONS. VERIFY WITH I' l•( [A`1B1`, Z(; Ko ci i AIZ(:I IrrtI'Icrs RECOMMENDATIONS PROVIDED BY AN FLOOR PLAN AND FIXTURE ROUGH -IN INDEPENDENT TESTING AGENCY AND PREPARE REQUIREMENTS. SITE ACCORDING TO SOIL REPORT - RECOMMENDATIONS AND SPECIFICATIONS. 15. STEP DOWN AT PATIO/PORCH. PROVIDE 1/2" Urlatulo Dallas lIt�lbotttttt� MAX. STEP FROM FINISH FLOOR TO HIGHEST ■ 2555 Temple Tra-l. Winter Park, FL 32789 (305) 629-0595 POINT OF EXTERIOR SLAB.. SLOPE 1/8' PER 257w Newway Ha e,rad. Suite Ave. SuittelF, Melbourne. FL 32901 (305)) 7687887 943 20. 8 X 8 POST ROUGH SAWN W/SIMPSON FOOT TO OUTSIDE EDGE. COLUMN BASE LCB88ROR APPROVED 16 EXPANSION JOINT PROVIDE EXPANSION EQUAL. JOINT WITH 1/2" ASPHALT IMPREGNATED EXPANSION MATERIAL WHERE EXTERIOR SLABS ABUTT BUILDING FOUNDATION. 17. BEARING PAD AT BREEZEWAY COLUMN. '3'7O��X 3'-01THICKENED PADl:2" THICK AT BREEZEWAY COLUMNS. REINFORCE WITH 3 #5 BARS EACH WAY. 18. SOIL BEARING CAPACITY. FOUNDATION DESIGN IS BASED ON A MINIMUM SOIL BEARING CAPACITY OF 2000 P.S.F. IT IS G) THE RESPONSIBILITY OF THE CONTRACTOR TO ACHIEVE AND VERIFY ALL SOIL BEARING CAPACITY TO BE A MINIMUM OF 2000 P.S.F. °' \ UNDER ALL SLABS. DI Z li—uf Q• O a - 9 o a: �Z 7P. PERIMETE5,_ Z _ FOUNDATION (3 STORY) I`i:. 1�0. 1t- u� �4 x d x k A ; TH55 L9AP BEARN62 U TENANT 5EFAEATION YHr) ► _ 11 ' I co SSS-69o85 © : FUGLEBERG KOCH ASSOCIATES, P.A. These documents and their contents are the property of Fugleberg Koch Associates F and are issued only .for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents" 01 1/8" = 114 x XA. 9 v • •Z� - D r n 01 Lail DENOTED BY ********** INTERIOR LOAD 5WING-' 4 PARTITION(3 STORY) Ili: I'-Il PLAN bUILP)NG TYPE II x 1�I 5 FAT 10 5LAB ff - � TFOUNYF 'rERIMETEA`DATION (. STORY') 1'� n C N TRUSS LOAD -BEARING ff TENANT SEPARATION srnr+) .,rvo 4' 0 TO THE EDGE Of NALL vgP-IFS 0- SIM. 09 09 No' FES 01. TYPICAL CONCRETE SLAB. 4" THICK REINFORCED WITH 6 X 6 W1.4/W1.4 WWM OVER ib MIL VISQUEEN VAPOR BARRIER ON TERMITE TREATED WELL COMPACTED FILL. 02. TYPICAL PERIMETER FOUNDATION, (3-STORY CONDITION) . I'-O" WIDE X I'-&" DEEP REINFORCED WITH 345 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONCRETE COVER. TURN MESH*DOWN TO FOOTING AND TIE TO OUTSIDE BOTTOM REINFORCING BAR. 03. TYPICAL PERIMETER FOUNDATION (2-STORY CONDITION). I'-0." WIDE XI'-.w" DEEP REINFORCED WITH 245 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONCRETE COVER. TURN MESH DOWN TO FOOTING AND TIE TO OUTSIDE BOTTOM REINFORCING BAR. 04. TRUSS LOAD BEARING FOOTING AT TENANT SEPARATION. V-10 " WIDE X 12" DEEP REINFORCED WITH 2 -#5 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONC. COVER. 05. CONTROL JOINT. 1/8" X 1" DEEP SAW CUT OR TROWEL GROOVE CONTROL JOINT IN ;• CONCRETE SLAB. RE'. SPEC. J MOTES SHL 4 06. CONCRETE FINISHES. ALL INTERIOR SLABS TO BE STEEL TROWEL FINISH & EXTERIOR SLABS TO BE LIGHT BROOM FINISH. 07., TYPICAL THICKENED SLAB AT INTERIOR LOAD BEARING PARTITION. (3-STORY) *'WIDE X 12" DEEP, REINFORCE WITH 245 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONCRETE COVER. KE; P�,TAIl, PLAN 08. TYPICAL THICKENED SLAB AT TRUSS LOAD BEARING TENANT SEPARATION (2-STORY). PROVIDE I- WIDE X IZ" DEEP THICKENED SLAB WITH 245 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONCRETE COVER. �. 09. TYPICAL PATIO/WALKWAY SLAB 4" THICK CONCRETE SLAB REINFORCED WITH 6 X 6 W1.4 I / W1.4 WWM ON TERMITE TREATED COMPACTED FILL. THICKEN EDGE TO 8" WIDE X 10" DEEP, REINFORCE WITH 145 BAR; CONTINUOUS. TURN DOWN WIRE MESH REINFORCING AND TIE TO REINFORCING BAR. , 10. THICKENED PAD. 24" X 24" X 12" THICKENED PAD WITH 3-#5 BARS EACH WAY. 11. TYPICAL INTERIOR CORNER SLAB REINFORCE- MENT. 344 BARS X 4'-0 AT 8" O.C. AT CORNERS. 12. HVAC CHASE. PROVIDE 4" - 6" DIAM, PVC SLEEVE BENEATH SLAB FROM WALL POSITION NEAR HVAC UNIT TO CONDENSING PAD. PROVIDE 45 DEGREE TURN -UP THROUGH SLAB TO HVAC LOCATION OR INTO WALL FRAMING NEAR CONDENSER UNITS AT CONTRACTOR'S OPTION. COORDINATE SLEEVE SIZE AND PENETRATION LOCATION THROUGH CONCRETE SLAB.TO ENSURE THAT THE LOCATION IS ACCEPTABLE TO HVAC CONTRACTOR PRIOR TO FINAL CONCRETE INSTALLATION. 13. COMPRESSOR/CONDENSOR PAD. PROVIDE CONCRETE PAD AT LOCATION SHOWN. COORDINATE CONSTRUCTION WITH PVC SLEEVE AS INDICATED IN NOTE #12. PAD TO BE CONSTRUCTED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. INTERIOR, 5REEIEVVAY 33-8 8 POST. FOOTING UNIT F 1" : 1`0 KO(:11 Afl(:1ll'1'1,:(,I'S 18'. SOIL BEARING CAPACITY. FOUNDATION 14. FIXTURE ROUGH -IN LOCATIONS. VERIFY WITH Or(�rrido Dallaslllr7l�rxuirr DESIGN IS BASED ON A MINIMUM SOIL FLOOR PLAN AND FIXTURE ROUGH-IN■2555Ternp�eirad.winterPark,F132739 (so5)sz9o5�5 BEARING CAPACITY OF 2000 P.S.F. IT IS REQUIREMENTS. 13740 Midway Road. Suite 611. Dallas. iX 75234 (214) 458-6943 THE RESPONSIBILITY OF THE CONTRACTOR TO 25 w New Raven Ave. Suite F. Melbourne. FL 32901.(305) 768-7887 ACHIEVE AND VERIFY ALL SOIL BEARING 15. STEP DOWN AT PATIO/PORCH. PROVIDE 1/211 CAPACITY.TO BE A MINIMUM OF 2000 P.S.F. MAX. STEP FROM FINISH FLOOR TO HIGHEST UNDER ALL SLABS. POINT OF EXTERIOR SLAB. SLOPE 1/8" PER 19. SOIL REPORT. REFER TO SOIL REPORT AND FOOT TO OUTSIDE EDGE. RECOMMENDATIONS PROVIDED BY AN EXPANSION JOINT. PROVIDE EXPANSION INDEPENDENT TESTING AGENCY AND PREPARE JOINT WITH 1/2" ASPHALT IMPREGNATED16. SITE ACCORDING TO SOIL REPORT EXPANSION MATERIAL WHERE EXTERIOR SLABS RECOMMENDATIONS AND SPECIFICATIONS. ABUTT BUILDING FOUNDATION. 20. 8 X 8 POST ROUGH SAWN W/SIMPSON 17. BEARING PAD AT BREEZEWAY COLUMN. 3'-011X COLUMN BASE LCB88ROR APPROVED MB THICKENED PAD i-2" THICK AT EQUAL. EWAY COLUMNS. REINFORCE WITH 3 #5 EACH WAY. L9-1.8-90,1 ISSUED FOR PERMIT No Date Revision Descnpt on of AG G ;(D G /71 ED OOO ? o(° \oa G G (1) ED ------------------ e (D m ED Z TYP � FOUNDATIONe /7\ G G _:::Z� x Kr E` D DO G G O Gi m m(1) (D � 4� (D (D TYP � � u FOUNPATIONa =��Pr% CJ 0o '(D (D DO (D U7 °1 os an X. n TEES LOAD BEARING £ TENANT SEPARATION TH55, OP BEARING e TENANT 5[PARATION (>SroR) I� 01 i 01 co 11,8110-,4,&\ 4A DENOTED BY ********** INTEMOh LOAD bEAB I NC� 4 PARTITION (nmy) P 5 PATIO 5LAB 0 .y , I I ,I , Imo• " � � _, , — I I I n ii o COL. , ; ^,(-1 �� 7:7-r--- T — — 4.4 1 �< , I I I\) I I r t I I i �- �4 U,��II im ' J] (p ✓ti > I I;,� 04 I I I I TO THE EPGE OF (ALL _ ,��� i )-� I'd I I ,� I � I �. vA1�lEs SIM. I� I<y All Nfzll �� 20 r I - 8rr w1,4X w1,4 wwr✓I I , p( 17 I / \ II �E� GOHPA6 D FILL. II I�0 i?� F- �Po t;i F0� �- - - 01 . I i FRE �AgATIo� 1 � \ - � I I lT � L _j ,I II 11 II 4 4 L_ I 3 O, SQUARE I _I INJ EKI 0 K 5REEZEYVAI , POST t FOOTING . 8 Lij in I O m r j } �l 411 &1 411 loll I I II � J -� 'i,� I�-ol 91 1C)I1 '11.21� 4I,oll g1,g11. �! 411 �I w w Y Q - rDUNDAT10N F AN I L BUILDING TYKE: IT 0 N-T < _ -SS.S 7i 1006, UG FUG1.EBERG KOCHASSOC 1ES , P.A. These _documents and their contents .are the property of F ugleber Koch Associates and .a g 4 _. re issued only fgr the s ecrftc ro ect noted' P P J on these drawings. An 7e o g r ducttons revisions, _, , :., : , • - Y P s, or modlficattons of then c - e locurnen�s r r,ut thr exr re8sad-�vC�ta ---- '—__ - a 9nseni—of _Esaulebsr '- O I ., ... . >LIS_s�-tlsaoclatea is _�rohtbtted b law.. . ,. . . ,, -14. FIXTURE ROUGH -IN LOCATIONS. VERIFY WITH FLOOR PLAN AND FIXTURE ROUGH -IN NO REQUIREMENTS. 1 1',S 15. STEP DOWN AT PATIO/PORCH. PROVIDE 1/2" MAX. STEP FROM FINISH FLOOR TO HIGHEST Ol. TYPICAL CONCRETE SLAB. 4" THICK - s 'POINT OF EXTERIOR SLAB. SLOPE 1/8" PER REINFORCED WITH 6 X�6 W1.4/W1.4WWMOVER6 -TERMITE' FOOT TO OUTSIDE EDGE. MIL VISQUEEN VAPOR BARRIER ON TREATED WELL COMPACTED FILL. 16. EXPANSION JOINT. PROVIDE EXPANSION JOINT WITH 1/2" ASPHALT IMPREGNATED EXPANSION MATERIAL WHERE EXTERIOR SLABS 02. TYPICAL PERIMETER FOUNDATION (3-STORY ABUTT BUILDING FOUNDATION. CONDITION) . I'-O" WIDE X I'-!v"DEEP REINFORCED WITH 345 BARS CONTINUOUS. 17. BEARING. PAD AT BREEZEWAY COLUMN. 3'-O��X PROVIDE MINIMUM 3" CONCRETE COVER. TURN 3'-o�THICKENED PADI''-2" THICK AT MESH DOWN TO FOOTING AND TIE TO OUTSIDE .BREEZEWAY COLUMNS. REINFORCE WITH 3 #5 BOTTOM REINFORCING BAR. BARS EACH WAY. - 03. TYPICAL PERIMETER FOUNDATION, (2-STORY 18. SOIL BEARING CAPACITY. FOUNDATION CONDITION)_- . ILO" WIDE X I'-&" DEEP REINFORCED WITH 3-#5 BARS CONTINUOUS. 5 DESIGN- IS BASED ON A MINIMUM SOIL PROVIDE MINIMUM 3" CONCRETE COVER.. TURN:, BEARING CAPACITY OF 2000 P.S.F. IT IS MESH DOWN TO FOOTING AND TIE TO OUTSIDE THE RESPONSIBILITY OF THE CONTRACTOR TO ; BOTTOM REINFORCING BAR. ACHIEVE AND VERIFY ALL SOIL BEARING CAPACITY TO BE A MINIMUM OF 2000 P.S.F. 04. TRUSS -LOAD BEARING FOOTING AT TENANT UNDER ALL SLABS. SEPARATION, I-10 WIDE X 12" DEEP' - REINFORCED WITH 2-#5 BARS CONTINUOUS. PROVIDE MINIMUM 3" CO NC. COVER. 19. SOIL REPORT... REFER TO SOIL REPORT -AND, 05. CONTROL JOINT. 1/8" X 1" DEEP SAW CUT RECOMMENDATIONS PROVIDED BY AN.- OR TROWEL GROOVE CONTROL JOINT IN INDEPENDENT TESTING AGENCY AND PREPARE CONCRETE SLAB. RE: _SPEC.- I: NOTES SHT. SITE ACCORDING TO SOIL REPORT RECOMMENDATIONS AND SPECIFICATIONS- 06. CONCRETE FINISHES. ALL INTERIOR SLABS TO BE STEEL TROWEL FINISH & EXTERIOR SLABS TO BE LIGHT BROOM FINISH. 20. 8 X 8 POST ROUGH SAWN W/SZMPSON COLUMN BASE CCB88ROR APPROVED '07.. TYPICAL THICKENED SLAB AT INTERIOR LOAD - EQUAL. BEARING PARTITION. (3-STORY) *K WIDE X ';` 1V .DEEP, REINFORCE WITH 245 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONCRETE ` v COVER. sr-• DETAIL t PLP�FI 08. TYPICAL THICKENED SLAB AT TRUSS LOAD BEARING TENANT SEPARATION (2-STORY). _0' PROVIDE 1'-4'WIDE X DEEP THICKENED SLAB WITH 2-45 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONCRETE COVER. .09. TYPICAL PATIO/WALKWAY SLAB. 4" THICK CONCRETE SLAB REINFORCED WITH 6 X 6 W1.4 / W1.4 WIlm ON TERMITE TREATED COMPACTED FILL. THICKEN EDGE TO 8" WIDE X 10" DEEP, REINFORCE WITH 1-45 BAR CONTINUOUS. TURN DOWN WIRE MESH , REINFORCING AND TIE•TO REINFORCING BAR. 10. THICKENED PAD. 24" X•24" X 12" THICKENED PAD WITH 3-45 BARS EACH WAY. 11. TYPICAL INTERIOR CORNER SLAB REINFORCE-- , MENT. 3-#4 BARS X 4'-0 AT 8" O.C. AT,:' CORNERS. 12. HVAC CHASE, PROVIDE 4" - 6" DIAM. PVC SLEEVE BENEATH SLAB FROM WALL POSITION NEAR HVAC UNIT TO CONDENSING PAD. PROVIDE 45 DEGREE TUA-UP THROUGH SLAB TO HVAC LOCATION OR INTO WALL FRAMING NEAR CONDENSER UNITS AT CONTRACTOR'S OPTION. COORDINATE'SLEEVE SIZE AND PENETRATION LOCATION THROUGH CONCRETE SLAB TO ENSURE THAT THE LOCATION IS ACCEPTABLE TO HVAC CONTRACTOR PRIOR TO FINAL CONCRETE INSTALLATION, 13. COMPRESSOR/CONDENSER PAD PROVIDE CONCRETE PAD AT LOCATION SHOWN. COORDINATE CONSTRUCTION 'WITH PVC SLEEVE` AS INDICATED IN NOTE #12: PAD TO BE CONSTRUCTED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 1 9-18-90 ISSUED FOR PERMIT Flo Date Revision Description Orlando baflas 2555 Temple Trail Winter Park. FL 32789(305) 629-0595 '3740 Midway Road Su,te 611. Dallas. TX 75234 (214) 458-6943 25 W New Haven Ave. Suite F. Melbourne. FL 32901 (305) 768-7887 'z , a _(D (D A t. EGG v(1) (D e ED G G E) E) E) E) G) (D (1) E) e (D CD �J(D e e. . (D G G e (1) e e (E) (D e e ED (D ,CD (D e e (D (D TJ a r- y \40 00 -N _r a 9 07 A AD 3 03 -�� 1 10� � 14 o G" L B � 6' �pil_ I z 0TH55 AD BEARING @ 4INTEMDh LEAD BENiING 5 Pq� � TYP rERIMETERFOl1NDATI�N �35ioRr� TENANTSEPl1RATI�N c35�onaPARTITION(3NFY � 6FONPATION(Z II:oHr; 10 I 1*= 1,_0 - I I I I,:: 1'- 0. n[Zhin-rarN DV �cMoonnLrc UNIT C UNIT D '01BREEZEWAY UNIT D UN17 C 01 05 40 - 4 5 40' - 4- 13 33' -. 8 08 -E-10 5 I M. u_ _ 10 _ 09 IJ00 I' M 17 TM55 LOAP BEAMING 0 1 1 I ► i r .- 12 * �- ;�� 118"/f T. ► TENANT SEWATION C2 5T0�O _J aXa POST 3 I I �// • �I �� 05 * 1 7711 IZ COL. _ _ --_- ' — I — - — -- . , — — , �-4�_ — �-- �! �— — � — — — — — — �3 TO THE EPGE Of NALL NOrhES 01. TYPICAL CONCRETE SLAB. 4" THICK REINFORCED WITH 6 X 6 W1.4/W1.4 W W M av>a (P MIL VISQUEEN VAPOR BARRIER ON TERMITE TREATED WELL COMPACTED FILL, 02. TYPICAL PERIMETER FOUNDATION (3-STORY CONDITION) . 1'-0"WIDE X I' -&"DEEP REINFORCED WITH 345 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONCRETE COVER. TURN MESH DOWN TO FOOTING AND TIE TO OUTSIDE BOTTOM REINFORCING BAR. 03. TYPICAL PERIMETER FOUNDATION (2-STORY CONDITION) . I'-p" WIDE X I: -Cy" DEEP - REINFORCED WITH 245 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONCRETE COVER. TURN MESH DOWN TO FOOTING AND TIE TO OUTSIDE BOTTOM REINFORCING BAR. 04. TRUSS LOAD BEARING. FOOTING AT TENANT SEPARATION. 1!I0WIDE X 12" DEEP REINFORCED WITH Z45 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONC. COVER. 05. CONTROL JOINT. 1/8" X 1" DEEP SAW CUT OR TROWEL GROOVE CONTROL JOINT IN CONCRETE SLAB. RE: SPEC. / NOTES SHT.'4 '06. CONCRETE FINISHES. ALL INTERIOR SLABS TO BE STEEL TROWEL FINISH & EXTERIOR SLABS TO BE LIGHT BROOM FINISH. 07., TYPICAL THICKENED SLAB AT INTERIOR LOAD BEARING PARTITION. (3-STORY) 4 WIDE X 12" DEEP, REINFORCE WITH 245 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONCRETE COVER. * r•E- DETAIN � P LAt 08. TYPICAL THICKENED SLAB AT TRUSS LOAD BEARING TENANT SEPARATION, (2-STORY). PROVIDE I-4"WIDE X 0' DEEP THICKENED SLAB WITH _45 BARS CONTINUOUS. PROVIDE MINIMUM 3" CONCRETE COVER. 09. TYPICAL PATIO/WALKWAY SLAB. 4" THICK CONCRETE SLAB REINFORCED WITH 6 X 6 W1.4 / W1.4 W W M, ON TERMITE TREATED COMPACTED FILL. THICKEN EDGE TO 8" WIDE X 10" DEEP, REINFORCE WITH 145 BAR CONTINUOUS. TURN DOWN WIRE MESH REINFORCING AND TIE TO REINFORCING BAR. 10. THICKENED PAD. 24" X 24" X 12" THICKENED PAD WITH 3-#5 BARS EACH WAY. 11. TYPICAL INTERIOR CORNER SLAB REINFORCE- MENT. 344 BARS X 4'-0 AT 8" O.C. AT r 11� I I I // I �' �, 0 ` `0� '� \ I I I r J 02 `�� / ZD _ I ' 201- 2 ' 13 6 -�_I b - 2 1 : I _III - 4 / I 17' - 6 ,r g 14 �c I J , ��. * ;LU -CORNERS . -� I i /i * I * I �\ 14 I I t�r 14 I *' II' �� 12. HVAC CHASE. PROVIDE 4"- 6" DIAM. PVC I- - �� I . I I * I = I -Ic I �� I 07 7 08 / 8 SLEEVE BENEATH SLAB FROM WALL POSITION i ��/NEAR HVAC UNIT TO CONDENSING PAD. 07 PROVIDE 45 DEGREE TURN -UP THROUGH SLAB r 01 TO HVAC LOCATION OR INTO WALL FRAMING 1 I I� I �� I is NEAR CONDENSER UNITS AT CONTRACTOR'S \ I -�� OR I J OPTION. COORDINATE SLEEVE SIZE AND � 1 Z- g 5-q I t r 00 I \ * (^� I I II , * I SLOPE x x PENETRATION LOCATION THROUGH CONCRETE 15,16 I �- -�I SLAB TO ENSURE THAT THE LOCATION IS �-- — — - \ �' � � .� 116 I � � I \ 'li I-- — — — —� �` � it � •� r �N - I I * \ �� * �` - —� ACCEPTABLE TO HVAC CONTRACTOR PRIOR TO u� l . , * I .� 1 • • • FINAL CONCRETE INSTALLATION. �*, I J - I1 a VA. 1 /,� - � � I OZ '��C / 13. COMPRESSOR/CONDENSOR PAD. PROVIDE CONCRETE N. iILA 03I COORDINATEACDONSTRAT �CTIONNWIT�WPVC SLEEVE �, = b I�I J �o �- - _-----� 3�-p11 Sam AS INDICATED `- -- Ip j o I 4 � I QQ 1 - ' CONSTRUCTED PER MANUFACTURERIN NOTE #12. 'S TO BE /- -! :9 W ---- � 0� N ERIOK VP RECOMMENDATIONS AND SPECIFICATIONS. N FOST FOOTING �\L _J------� 10 8 s i r�1. - �, 13 17 4 Z-8 3 0 10-s 8 11-4 11-8 1,0 4-4 �4-0 ,3 -5 51 -7 4' SIDEWALK 74� 0 9,0 74= 0 157-0 FOUNDATION PLAN — BUILDING TYPE IS7 SCALE : 1/6" = 1� 0 .0 _ )c.l I v_ t W j` Y O SSS-69085 © FUGLEBERG KOCH ASSOCIATES, P.A. 'These documents and their contents are the property of Fugleberg Koch Associates . ; and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents 19. SOIL REPORT. REFER TO SOIL REPORT AND 14. FIXTURE ROUGH -IN LOCATIONS. VERIFY WITH RECOMMENDATIONS PROVIDED BY AN FLOOR PLAN AND FIXTURE ROUGH -IN INDEPENDENT TESTING AGENCY AND PREPARE REQUIREMENTS. SITE ACCORDING TO SOIL REPORT RECOMMENDATIONS AND SPECIFICATIONS. 15. STEP DOWN AT PATIO/PORCH. PROVIDE 1/2" MAX. STEP FROM FINISH FLOOR TO HIGHEST ` POINT OF 9AER10R SLAB. SLOPE 1/8" PER 20. 8 X 8 POST ROUGH SAWN W/SIMPSON FOOT TO OUTSIDE EDGE. COLUMN BASE LCB8 .OR APPROVED EQUAL.. 16. EXPANSION JOINT. PROVIDE EXPANSION 0 •JOINT WITH 1/2" ASPHALT IMPREGNATED EXPANSION MATERIAL WHERE EXTERIOR SLABS ABUTT BUILDING FOUNDATION. 17. BEARING PAD AT BREEZEWAY COLUMN. 3'-O'X 3'-o THICKENED PAD THICK AT BREEZEWAY COLUMNS. REINFORCE WITH 3 #5 BARS EACH WAY. 18. SOIL BEARING CAPACITY. FOUNDATION DESIGN IS BASED ON A MINIMUM SOIL BEARING CAPACITY OF 2000 P.S.F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR T0, ACHIEVE AND VERIFY ALL SOIL BEARING CAPACITY TO BE A MINIMUM OF 2000 P.S.F. UNDER ALL SLABS. ri 9.-18-90 ISSUED FOR PERMIT No Date Revision Description Ko c i I AR( :111 i"lICA'S O� lnirc%� ballas mellirx rm, ■ 2555 Temple Trail. Winter Park, FL 32789 (305) 629-0595 13740 Midway Road, Suite 611. Dallas, TX 75234 (214) 458-6943 25 N. New Haven Ave. Suite F. Melbourne. FL 32901 (305) 768-7887 PLACID LAKE APARTMENTS Dr K.LY. R.�. ck 10204 Apr - Date Prot f FOUNDATION PLAN _ - � BLDG' . TYPE IV 2,.61 of rg Is 1 ' ,® (D DENOTES SHEARWALL TYPE .(1) - DENOTES LEVEL (T) (Dlti 0- DENOTES HARBWARE TYPE _ �5 u G G 1. ALL SHEARWALL TYPES & HARDWARE 12 CALLOUTS ARE AT FIRST LEVEL U.N.O. ' ^®� 2. RE: SHEET &5 FOR SHEAR WALL & ANCHORAGE SCHEDULES & NOTES. e3. ALL HARDWARE TO BE 'SIMPSON' OR EQUAL. 4. ALL EXTERIOR AND LOAD BEARING WALL SOLE T _ L VARIES Sa 0,U• GK PLATES SHALL BE ANCHORED TO THE CONCRETE VAS @ IZ " Tfz►U55 -rf rE "5Z'` w-4 FOUNDATION W/ 1/2 O •ANCHOR BOLTS. KITCHEN -�-. g �.li.-IYIU55 IYPE I`�JI �Q`-4 BRACING NOTE: TRUSS TYPE B 30-4 FLOOR fflyl#6 n f MAMINgI FOOF PLAN G G -1VALL EXTERIOR SHEATHING TO BE_FASTENEU, •IN ACCORDANCE TO TYPE T',•TYP. U.N.O. REF: ® - - - - SHEAR WALL SCHEDULE St NOTES. -- -- - 2) ALL INTERIO_ R :NALLBOARD TO BE FASTENED t,IN ACCORDANCE TO TYPE',L',- TYP. U.N.O.. UNIT E UNI T 5 BREE EWAY UNIT B SHEAR WALL -SCHEDULE cot NOTES. - Z STORY 3 STORY 3 570R1' Ile 8 ( ZXID e(6'O,C ZXID 6DI9^O.G. 0-01I G (D' - • 0^`` r (D ® — r , 11 n ZX D LEDGER (0 ALL 10 LOCA7IDA15)— ` e .. _ &ED 1 17 n V / I (� }� iL --- --- _ ED- CE ) n ZXID LEDGE G 6 iff-1-41 U - — — G. G LD — 1-- 8 X8 - - O- ,qB !Q - _ i05 II� ' ' f � 1 :F FM2 - iElk r \\ 77 _ 2 I ►�, —LLJ • - ice, f I ,,>> � � ID � 16 D.. N U-, ` -V U- 88 rDSr 1 2 3 a .. I f I O ., � Imo, � + � - - - N��� � ��: �; 3'� FOR ►NI �. t - °i� FRQIJIItiGE �f�EE,Z> WILY _ f r0,?T S Ii�' I 3 Zx10�16rD.0 ZXID-Q 16"O.C. .. �� tom• (v�v � �I - � SIN-�Cv 7 � • ` 1, �I-11, � �I M P�o�j G���lo� - Z 11. SOFFIT FRAMING. PROVIDE 2 X 4 FRAMING 13• PROVIDE 4 X 6 COLUMN AT END OF RIDGEBEAM AT 24" O.C. TO PRODUCE FLAT CEILING AT TYPE'A; TYPE A; TYPE`B AND OUTSIDE BREEZEWAY BEAM. STRAP BEAM SOFFIT AREAS SHOWN. SHADED AREA TO COLUMN W/ MST60 AND STRAP 4 X. 6 T€ INDICAS DROP CEILING, 7'-0 A.F.F. TKU5515 71155E5 VU oryf COLUMN TO TOP PLATE W/ ST 6-224 STRAP & INSTALL GYPSUM BOARD AND FRAMING TIE @ EACH PLATE. REQUIRED FOR FIRE RATED ASSEMBLY PRIOR TO INSTALLATION OF CEILING DROP FRAMING. 14, SKY L15,H-T. SEE SHEETS 4.1 - 4.6. PROVIDE ALUMINUM RIDGE TYPE SKYLIGHT, 2' 12. TYPICAL TENANT SEPARATION WALL. PROVIDE. 5YM['1ET5I1 Alf,. .. X 4' ON EACH SIDE OF RIDGE. MOUNT ON DOUBLE. STAGGERED STUD WALL OF 2 X 4 WOOD MINIMUM 3" HIGH CURB, WITH ALUMINUM STUDS AT 16" O.C. (DOUBLE STUDS SIDE BY $�EEZFWAY w FLASHING OR INTEGRAL CURB SYSTEM. SIDE FOR OVERALL THICKNESS OF 3" X 3 Q PROVIDE 2X WOOD FRAME AS REQUIRED, 1/2" AT FIRST FLOOR OF ALL 3-STORY m FINISH WOOD FRAME WITH L TEXTURED JOINT CONDITIONS). PROVIDE SINGLE TOP PLATE • COMPOUND FINISH OVER 5/8" TYPE C WATER W/ 2 X 8 FIRE STOP AND SINGLE PRESSURE RESISTANT GYPSUM WALLBOARD TO MATCH CEILING TREATED BOTTOM PLATE. ANCHOR BOTTOM {Z 5 +I \N TRU55 TYPE "C" mL4 Ti1�55 BYiG. TKU55 WE '11 N-'-4 01 UAUI T E Z 5.70RY +1 7,1 I I� ��1�� �I■'II�IYIIIi >, � sl� � I�i►111�11�1l� � � NOTES IZ - 5 01. TYPICAL FLOOR FRAMING. 14" OPEN WEB. 5 L WOOD FLOOR TRUSSES AT 24" O.C. JOIST IZ SHALL BE DOUBLED UNDER PARTITION WALLS "DI VAPlE5e{�lT I--� — PARALLEL TO JOIST. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND STRESS 14'-4 5' �i S° O,H• DIAGRAMS SEALED BY AN ENGINEER CERTIFIED IN THE STATE OF FLORIDA FOR THE FRAMING. TNU55 TYPE I'P"' 33'-8 SYSTEM AND INDIVIDUAL TRUSSES. PROVIDE BRIDGING RECOMMENDED BY TRUSS MANUFACTURER. TRU55 7FE " D1" B'-8 02 HEADERS PROVIDE MINIMUM 2 X 6 HEA' I44 TRU55 TYPE "E M3 b i 3'-8 g" D.N. - - TKU55 TY1 Lr L I -- _ -III n _T III j I G _ n ii II � I 4 �6S TRUSS BEARING Q ' I�f�L-� @ CT Y) 9'- Z TYPE G T055 619ING Zl'B TYPL F, 5 TRUSS BEARIA16 Z814 TYPE E IM 51 TYPE `V 6 MU55ES -Wb TRU55E5 TKU55 SEARING 33`3 TYPE D, D1 1`(YE"I3Z" 12 -fI'i�55�5 r PLATE TO CONCRETE WITH 1/2 FRAMING PLAN BUILDING TYPE I w ANCHOR BOLT 8" LONG. SHEATH BOTH FACES I Y O WITH 1/2" TYPE "X" GYPSUM WALLBOARD, IIE'=I'-O INSULATE WITH 2 LAYERS 3-1/2" R-11 FIBERGLASS BATT INSULATION. ASSEMBLY TO a : PROVIDE 1-HOUR FIRE RESISTANCE RATING SIMILAR TO OSU TEST T-4936. m cy: SSS-6908.5 ••, - © FUGLEBERG KOCH ASSOCIATES, P.A. These docurxients and their contents are the property of Fugleberg Koch Associates and are issued only for the specific project 'noted on these drawings. Any -reproductions, revisions, or modifications of these- documents itten-consent 'oLEuclebera_Koch_Asflosiaie • o s-�ec h-t—_'bited y b lawn . _— — 1 TKU55 TYPE "b" F04 w a N Q 0' � ' M DERS , AT ALL WINDOW AND DOOR LOCATIONS IN NON - LOAD BEARING PARTITIONS AND MINIMUM 2 X 10 HEADERS AT WINDOW AND DOOR LOCATIONS IN LOAD BEARING PARTITIONS. �Z 03. PROVIDE MINIMUM DOUBLE JACK STUD AT EACH'• 5 LOAD BEARING POINT BENEATH WINDOW AND DOOR HEADERS AND AT ALL POINT LOAD BEARING LOCATIONS. \ 04. TYPICAL ROOF TRUSSES. PROVIDE PRE- ENGINEERED WOOD TRUSSES FOR SPANS . - 4r, I, INDICATED. MANUFACTURER SHALL PROVIDE "� 8 -DIAGRAMS SHOP DRAWINGS AND STRESS SEALED T�i�SS �YiG. BY AN ENGINEER CERTIFIED IN THE STATE OF FLORIDA FOR THE FRAMING SYSTEM AND THE INDIVIDUAL TRUSSES. . PROVIDE BRIDGING AS RECOMMENDED BY TRUSS MANUFACTURER. 05. REQUIRED CLIPS AND ANCHORS. PROVIDE REQUIRED HURRICANE CLIPS AND ANCHORS AT EACH TRUSS AT ALL LOAD BEARING WALLS AS REQUIRED BY LOCAL CODE FOR LATERAL STABILITY AND WIND RESISTANCE. I� .06. ATTIC ACCESS. FRAME OPENING EETWEEN 5 TRUSS BOTTOM CHORDS, MINIMUM 22" X 36". CASE OPENINGS WITH MATCHING TRIM ON*ALL SIDES. PROVIDE CLOSURE OF SAME MATERIAL AND FINISH AS ADJACENT CEILING. 07. ROOF PENETRATIONS. WHEREVER -MULTIPLE ROOF PENETRATIONS OCCUR, PROVIDE A MINIMUM OF 16" BETWEEN PENETRATIONS IN _ EACH DIRECTION•. 08. TYPICAL AT ALL BUILT-UP BEAMS AND HEADERS. NAIL AT 3" O.C. STAGGERED -WITH 12-d NAILS. WHERE CENTER SPACERS SHOWN., ARE REQUIRED, USE 1/2" PLYWOOQ-. 09. TYPICAL INTERIOR AND EXTERIOR �OAQ BEARING WALL FRAMING. PROVIDE2 X 4. WOOD STUDS AT 1 O.C. WITH HORIZONTAL BLOCKING AT MID -HEIGHT OF ALL LOAD BEARING PARTITIONS (DOUBLE STUDS SIQE.BY 0 2 - 2SIDE FOR AN OVERALL THICKNESS OF 3" •X 3''. © :2-2- X Io 1/2" AT FIRST FLOOR. OF ALL 3-5TORY CONDITIONS). PROVIDE DOUBLE TOP PLATE QQ AND SINGLE PRESSURE TREATED BOTTOM PLATE. ANCHOR PRESSURE -TREATED PLATE TO xI 0 CONCRETE FOUNDATION-WITH-1/2" DIAM. ANCHOR BOLTS 8" LONG, 4'-0 O.C. MAXIMUM. PROVIDE MINIMUM I BOLT PER PLATE WITH 1'-0 MAXIMIMUM FROM END`-- OF PLATE. � TU W Go L, G L- 10. TYPICAL INTERIOR NON -LOAD BEARING �X IO2 �,4pX Ip L2,-)C-AWI�AC1 PARTITIONS, PROVIDE 2 X 4 WOOD- STUDS AT/ Loom � ®''Io F f 24" O.C. WITH DOUBLE TOP PLATE AND SINGLE PRESSURE-TREATED'BOTTOM.PLATE, PROVIDE BLOCKING AT MID=HEIGHT BETWEEN STUDS. ATTACH BOTTOM -PLATE TO CONCRETE FLOOR WITH POWER ACTUATED FASTENERS, _ HILTI OR AFFROYEP EQUIVALENT. 3' 0 +1 IZ _1 8" O.N. BEllO.N. 75U55 TYPE W 1' 9-18-90 ISSUED FOR PERMIT: No. Date Revision Description FUGLEBERG KOCH ARCHITEM'S Orlando Dallas Melboitirne IL ■ 2555 Temple Trail, Winter Park, FL 32789 (305) 629-0595 �--�—} ❑ 13740 Midway Road, Suite 611, Dallas, TX 75234 (214) 158-6943 F ❑ 25 W. New Haven Ave., Suite F, Melbourne, FL. 32901 (305) 768=7$87 tl , Dr +: • _PLACID LAKE GK 102oa FL-W FRE96 i BODf RUM / H 0 0 F FLAN • • �'' I r 7� i G�CW = 55g I N %AIL Z t .Z Ut,f• BRACING NOTE: 'TYPE A3 TYPf A, TYPE B TYPE G . I I 2. Znc3 1) ALL EXTERIOR SHEATHING TO BE FASTENED TRUSSES TI�l15SfS TR05SE5 TRUS5E5 2-2xlo IN ACCORDANCE TO TYPE 'F',•"TYP. U.N.O. REF: ,2 12 SHEAR WALL SCHEDULE & NOTES. 21 ALL INTERIOR WALLBOARD TO BE FASTENED 12 IN ACCORDANCE TO TYPE 'L', TYP. U.N.O.. BREEZEWAY SYMMET�r1C A� -T. i 1 ;' ll _ RE SHEAR WALL SCHEDULE & NOTES. W . h 0-DENOTES SHEAR WALL TYPE ` m (1 ) - DENOTES LEVEL 7AMING rLAN NUN TYr[ ' } 151- DENOTES HARDWARE TYPE 01/8 H= 1 -0 1. ALL SHEARWALL TYPES & HARDWARE W U CALLOUTS ARE AT FIRST LEVEL U.N.O. Y I 2. RE: SHEET 3,5 FOR SHEAR WALL & ANCHORAGE SCHEDULES & NOTES. 3. ALL HARDWARE TO BE 'SIMPSON' OR EQUAL. i. 4. ALL EXTERIOR AND LOAD BEARING WALL SOLE ._viaPLATES SHALL BE ANCHORED TO THE CONCRETE r i FOUNDATION W/;172"O ANCHOR BOLTS. Q < � SSS-69085 !, . C FUCLEBERG 'KOCH ASSOCIATES, P.A. These documents' and their' contents are the property df Fugleb erg Koch Associates O F - ., • j .. :.., < ,_ __ . - e rodu bons revisions, or modifications of these documents - _. nd a iQsued o ! fo; the specific ro ect noted on these drawings. An r c - , TH55 BEARING 15' 4 TYPE J 14. SKY LIGHT, PROVIDE ALUMINUM RIDGE TYPE SKYLIGHT, 2' X 4' ON EACH SIDE OF RIDGE. MOUNT ON MINIMUM 3" HIGH CURB, WITH ALUMINUM FLASHING OR INTEGRAL CURB SYSTEM. PROVIDE 2X WOOD FRAME AS REQUIRED, FINISH WOOD FRAME WITH TEXTURED JOINT COMPOUND FINISH OVER-5/8" TYPE C WATER RESISTANT GYPSUM WALLBOARD TO MATCH CEILING. / (Ob tl 71 in TKUSS TYPE "H" _ l TRU55 TYPE J F 4 rn e cCn o cn� o= N t__ UZI y � � It- � w NOTES 01. TYPICAL FLOOR FRAMING. 14" OPEN WEB WOOD FLOOR TRUSSES AT 24" O.C. JOIST SHALL BE -DOUBLED UNDER PARTITION WALLS PARALLEL TO JOIST. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND STRESS DIAGRAMS SEALED BY AN ENGINEER CERTIFIED' 'IN THE STATE OF FLORIDA FOR THE FRAMING SYSTEM AND INDIVIDUAL TRUSSES PROVIDE BRIDGING RECOMMENDED BY TRUSS MANUFACTURER. 02. HEADERS. PROVIDE MINIMUM 2 X 6 HEADERS - AT ALL WINDOW AND DOOR LOCATIONS IN NON - LOAD BEARING,PARTITIONS AND MINIMUM 2 X 10 HEADERS AT WINDOW AND DOOR LOCATIONS IN LOAD BEARING PARTITIONS. 03. PROVIDE MINIMUM DOUBLE JACK STUD AT EACH LOAD BEARING POINT BENEATH WINDOW AND DOOR HEADERS AND AT ALL POINT LOAD BEARING LOCATIONS. 04. TYPICAL ROOF TRUSSES. PROVIDE PRE- ENGINEERED WOOD TRUSSES FOR SPANS INDICATED. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND STRESS DIAGRAMS SEALED BY AN ENGINEER CERTIFIED IN THE STATE OF FLORIDA FOR THE FRAMING SYSTEM AND THE INDIVIDUAL TRUSSES. PROVIDE BRIDGING AS RECOMMENDED BY TRUSS MANUFACTURER. 05. REQUIRED CLIPS AND ANCHORS. PROVIDE REQUIRED HURRICANE CLIPS AND ANCHORS AT EACH TRUSS AT ALL LOAD BEARING WALLS AS REQUIRED, BY LOCAL CODE FOR LATERAL STABILITY AND WIND RESISTANCE. 06. ATTIC ACCESS. FRAME OPENING BETWEEN TRUSS BOTTOM CHORDS, MINIMUM 22" X 36 CASE OPENINGS WITH MATCHING TRIM ON ALL SIDES. PROVIDE CLOSURE OF SAME MATERIAL AND FINISH AS ADJACENT CEILING. 07. ROOF PENETRATIONS, WHEREVER MULTIPLE ROOF PENETRATIONS OCCUR, PROVIDE A MINIMUM OF 16" BETWEEN PENETRATIONS IN " EACH DIRECTION. 08. TYPICAL AT ALL BUILT-UP BEAMS AND HEADERS., NAIL AT 3" O.C. STAGGERED WJTH 12-d NAILS. WHERE CENTER SPACERS SHOWN ARE REQUIRED, USE 1/2" PLYWOOD. 09. TYPICAL INTERIOR AND EXTERIOR LOAD BEARING WALL FRAMING. PROVIDE 2 X 4..'.. WOOD STUDS AT 16" O.C. WITH HORIZONTAL BLOCKING AT MID -HEIGHT OF ALL LOAD BEARING PARTITIONS (DOUBLE STUDS SIDE BY. SIDE FOR AN OVERALL THICKNESS'OF 3" X 3 1/2" AT FIRST FLOOR OF ALL 3-STORY - CONDITIONS). PROVIDE DOUBLE TOP PLATE AND SINGLE PRESSURE TREATED BOTTOM PLATE. ANCHOR PRESSURE -TREATED PLATE TO CONCRETE FOUNDATION WITH 1/2" DIAM. ANCHOR BOLTS 8" LONG, 4'-0 O.C. MAXIMUM. PROVIDE MINIMUM 1 BOLT PER PLATE WITH 1'-0 MAXIMIMUM FROM END OF PLATE. 10. TYPICAL INTERIOR NON -LOAD BEARING PARTITIONS. PROVIDE 2 X 4 WOOD STUDS AT 24" O.C. WITH DOUBLE TOP PLATE AND , SINGLE PRESSURE -TREATED BOTTOM PLATE.' PROVIDE BLOCKING AT MID -HEIGHT BETWEEN STUDS. ATTACH BOTTOM PLATE TO CONCRETE FLOOR WITH POWER ACTUATED FASTENERS, H I LT I OR APP9510 EHMLENT. 11. `SOFFIT FRAMING. PROVIDE 2 X 4 FRAMING AT 24" O.C. TO PRODUCE FLAT CEILING AT SOFFIT AREAS SHOWN. SHADED AREA INDICATES DROP CEILING, 7'-0 A.F.F. INSTALL GYPSUM BOARD AND FRAMING REQUIRED FOR FIRE RATED ASSEMBLY PRIOR TO INSTALLATION OF CEILING DROP FRAMING. FUGL,EBERG Kom ARCHITECTS SEE SHEETS 4.1 - 4.6. 12. TYPICAL TENANT SEPARATION WALL. PROVIDE .DOUBLE STAGGERED STUD WALL OF 2 X 4 WOOD Orlando Dallas Melboiinie STUDS AT 16" O.C. (DOUBLE STUDS SIDE BY 2 2555 Temple Trail, Winter Park, FL 32789 (305) 629-0595 SIDE FOR OVERALL THICKNESS OF 3" X 3- ❑ 13740 Midway Road, Suite 611, Dallas, TX 75234 (214) 458-6943 1/2" AT FIRST FLOOR OF ALL 3-STORY ❑ 25 W. New Haven Ave., Suite F, Melbourne, FL 32901 (305) 768-7887 CONDITIONS). PROVIDE SINGLE TOP PLATE W/ 2 X 8 FIRE STOP AND SINGLE PRESSURE TREATED BOTTOM PLATE. ANCHOR BOTTOM l PLATE TO CONCRETE WITH 1/2d ANCHOR BOLT 8" LONG. SHEATH BOTH FACES WITH 1/2" TYPE "X" GYPSUM WALLBOARD, INSULATE WITH 2 LAYERS 3-1/2" R-11 FIBERGLASS BATT INSULATION. ASSEMBLY TO', PROVIDE 1-HOUR FIRE RESISTANCE RATING SIMILAR TO OSU TEST T-4936. 1), PROVIDE 4 X 6 COLUMN AT END OF RIDGEBEAM AND OUTSIDE BREEZEWAY BEAM. STRAP BEAM TO COLUMN W/ MST60 AND STRAP 4 X 6 COLUMN TO TOP PLATE W/ ST 6224 STRAP & TIE @ EACH PLATE. ■i����i■ / a ion 0 OO®NI n NO I ES !1 G IZ IZ w 5 11. SOFFIT FRAMING. PROVIDE 2 X 4 FRAMING 01. TYPICAL FLOOS F9MINL 14" OPEN WEB AT 24" O.C. TO PRODUCE FLAT CEILING AT WOOD FLOOR TRUSSES AT 24" O.C. JOIST (D 0II SOFFIT AREAS SHOWN. SHADED AREA SHALL BE DOUBLED UNDER PARTITION WALLS INDICATES DROP CEILING, 7'-0 A.F.F. PARALLEL TO JOIST. MANUFACTURER SHALL 11 I IZ INSTALL GYPSUM BOARD AND FRAMING PROVIDE SHOP DRAWINGS AND STRESS REQUIRED FOR FIRE RATED ASSEMBLY PRIOR DIAGRAMS SEALED BY AN ENGINEER CERTIFIED r um f)MIN6 hoof Fg4lylIvs-1 moor 'rLAN KIT. nATH TO INSTALLATION OF CEILING DROP FRAMING. IN THE STATE OF FLORIDA FOR THE FRAMING G 0 TN55 T(FE K Z4- 1T�U55 ��� Z4- 4 T1IM TYPE "L"� 14'4 _M55 T(rE � Li SEE SHEETS 4.1 - 4.6. SYSTEM AND INDIVIDUAL TRUSSES. PROVIDE ' D BRIDGING RECOMMENDED BY TRUSS (D 12. TYPICAL TENANT SEPARATION WALL. PROVIDE MANUFACTURER. m DOUBLE STAGGERED STUD WALL OF 2 X 4 WOOD Cam G '. UNIT B BREEZLWAY UN17 A UNIT A BJ HIW/AY UNIT B STUDS AT 16" O.C. (DOUBLE STUDS SIDE BY 02. HEADERS. PROVIDE MINIMUM 2 X 6 HEADERS SIDE FOR OVERALL THICKNESS OF 3" X 3- AT ALL WINDOW AND DOOR LOCATIONS IN NOW 3 STORY i 3 STORY 3 STORY 3 5T09Y 1/2" AT FIRST FLOOR OF ALL 3-STORY LOAD BEARING PARTITIONS AND MINIMUM 2 X !kva_-��>��N. ���, ���: - CONDITIONS) . PROVIDE SINGLE TOP PLATE 10 HEADERS AT WINDOW AND DOOR LOCATIONS W/ 2 X 8 FIRE STOP AND SINGLE PRESSURE IN LOAD BEARING PARTITIONS.' i TREATED BOTTOM PLATE. ANCHOR BOTTOM ZXIO @ W,O.C. EX10 &"O.C. PLATE TO CONCRETE WITH 1/2" 03. PROVIDE MINIMUM AT EACH ANCHOR BOLT 8" LONG. SHEATH UOTH FACES LOAD BEARING POINT B NEATH.`WINDOW Am ` 12 (2) WITH 1/2" TYPE "X" GYPSUM WALLBOARD, DOOR HEADERS AND AT ALL POINT LOAD INSULATE ITH 2 LAYERS BEARING LOCATIONS. FIBERGLASS BATT INSULATION. ASSEMBLY TO [fl — - - - - - PROVIDE 1-HOUR FIRE RESISTANCE RATING 04. TYPICAL ROOF TRUSSES. PROVIDE PRE- 4 Q,7 1 i2 (2� SIMILAR TO OSU TEST T-4936. ENGINEERED WOOD TRUSSES FOR SPANS R2c2 - INDICATED. MANUFACTURER SHALL PROVIDE ® 8X8 I CI) " 5 (0 1.1 _ _ _ _ __ - -- =- 13• PROVIDE 4 X b COLUMN AT END OF RIDGEBEAM SHOP DRAWINGS AND STRESS DIAGRAMS SEALED F05T _ .� - — - BY AN ENGINEER CERTIFIED IN THE.STATE OF -� __ _ _ _ _ N T E E STRAP BEAM OR THE FRAMING SYSTEM 'AND THE r „ - - - - _ - - - - -- -= 1 AND OUTSIDE 4TXA6 G --- FLORIDA F I �! - - - - - - _ _ - PLATE / ST 6224 STRAP & INDIVIDUAL TRUSSES, PROVIDE BRIDGING AS COLUMN TO TOP PEA W RECOMMENDED•BY TRUSS MANUFACTURER. - l-. , �` I - - _ - - - - - - - - -- � - -- - - - - - TIE @EACH PLATE. _ 14. SKY LIGHZ . 05. REQUIRED CLIPS AND ANCHORS, PROVIDE W - - — - -__ _ _ -- - _- v Zz �� �' ` -- -- - -- - --- - _ :__ 4 REQUIRED HURRICANE GLIRS AND ANCHORS AT.' `t' ' �( o NL --- - - PROVIDE ALUMINUM RIDGE TYPE SKYLIGHT, 2' EACH TRUSS AT ALL LOAD BEARING, WALLS. AS QUIRED BY LOCAL CODE FOR LATERAL X ON EACH SIDE OF RIDGE. MOUNT ON RE MINIMUM 3" HIGH CURB, W ITH ALUMINUM STABILITY AND WIND RESISTANCE. 01 FLASHING OR INTEGRALCURB SYSTEM. PROVIDE 2X WOOD FRAME AS REQUIRED, 06. ATTIC ACCESS. FRAME OPENING BETWEEN' FINISH WOOD FRAME WITH TEXTURED JOINT TRUSS BOTTOM CHORDS, MINIMUM 22" X 36". r ® o �% G :N - - COMPOUND FINISH OVER 5/8" TYPE C WATER 1 CASE OPENINGS WITH MTCHING TRIM ON.ALL RESISTANT GYPSUM WALLBOARD TO MATCH SIDES. PROVIDE CLOSURE OF SAME MATERIAL GgcXS`I _ _ . CEILING -�- - AND FINISH -CEILING. � �• - AS ADJACENT 'CEI G �- SEAM _ _1 1,_— _ - - - _._.: I _ - _ dl _ _ 3 _ _ 07. ROOF PENETRATIONS. WHEREVER MULTIPLE ' ® - - ;__-- -- - - = ROOF PENETRATIONS OCCUR, PROVIDE A o - ----° o : -- - -- - - MINIMUM OF 16" BETWEEN PENETRATIONS IN 1.1 _ _ EACH DIRECTION. B XS ; -- o-TYWALL ' n COST - r ° -j, 08. TYPICAL AT pLL.RUILT-UP `PEAKS AHD �. Q �; " _ NAIL AT 3 O:C. STAGGEREQ WITH +t l ' I - - - - r , t _t' F- 2;_ o0 12��.PILS. WHERE CENTER SPACERS SHOWN: _ _ ARE REQUIRED, USE 65AM : t- EQU ED, U 1/2" PLYWOOD. 2 `Q N `t IL 09. TYPICAL INTERIQj�,,�Q E ERIOR`LOAD V o z 2 • 04 BEARING MALL FRAMING, PROVIDE .2 X 4 2 WOOD STUDS AT 16" O.C. WITH HORIZONTAL N BLOCKING AT MID -HEIGHT OF�ALL LOAD. 07�, �' BEARING PARTITIONS ,(DOUBLE STUDS SIDE BY x SIDE FOR AN OVERALL THICKNESS OF 3" X...3- Li 1/2" AT FIRST FLOOR OF ALL 3=STORY ' '' °� SINGLE PRESSURE TREATED T I 2 ,. CONDITIONS). PROVIDE DOUBIE'TOP PLATE ' :...... 3. �. , ��� t- � � AND E ED BOTTOM 2 I 5 ) , PLATE. ANCHOR PRESSURE TREATED PLATE TO ` o Io , zx 2 _ r CONCRETE _FOUNDATION WITH 1/2" DIAM I ANCHOR BOLTS 8 LONG, 4'-0 �I -- I- O.C. MAXIMUM. PROVIDE MINIMUM 1 BOLT I PER PLATE WITH 1' -0 MAXIMIMUM FROM END z X10 IL" ,I I OF PLATE `10. TYPICAL INTERIOR NON -LOAD BEARING I & X 8 P05T I _ L - - - . - , - ( " - - l , 1 - PARTITIONS, PROVIDE 2 X 4 WOOD STUDS AT .-PP-oUIPE- �IMP'�aGi� LG� _S@� ��� 24 O.C. WITH DOUBLE TOP PLATE AND . T3 ,dx_8 R.�, Pt tYP,) TYPE L TYPf K TYPf Ax TYKE A3 TYPf AtTrPf B � �t .TYPE It SINGLE PRESSURE -TREATED BOTTOM PLATE. ; PROVIDE BLOCKING AT MID -HEIGHT BETWEEN ,• 2x10 Ili"O.0 TRUSSES TKU55f5 TYPE LI TKU55ES TH55f5 TKU55E5 5Y5 K�5S TYPE C TKUM . Et5E5 TKU55f5 STUDS. ATTACH BOTTOM PLATE TO CONCRETE n�E BZ FLOOR WITH POWER.ACTUATED FASTENERS, dt, Ii I LT I OR APPKOVED EDUIYAIFNT l.Z . _- AJO wxl� b�A WC W6.AYiorl�5. PARTYWALL 5YMMUNE A5T t P 22 Y 1 9-18-90 ISSUED FOR PERMIT No Date Revision Desch ` • j DENOTES SHEARWALL TYPE (1) - DENOTES LEVEL }' l'(;l,Iail;R(; K(K:ri ARC,HfhECrS .: DENOTES HARDWARE TYPE 1. ALL SHEARWALL TYPES & HARDWARE Orlando Dallas Melbourne. CALLOUTS ARE AT FIRST LEVEL U.N.O. ■ 2555 Tempie frail. Winter Park. FL 32789 (305) 629-0595 2. RE: SHEET 3.5 FOR SHEAR WALL & 13740 Midway Road. Suite 611. Dallas. TX 75234 (214).458.6943 ANCHORAGE SCHEDULES &NOTES. 25 W New Haven Ave . Suite F. Melbourne. FL 32901 (305) 768-7887 • 3. ALL HARDWARE TO BE 'SIMPSON' OR EQUAL. F6 L OCH ASSOCIATES, P.A.w d u tr and their con ► to are the ro ert of Fu leber Koch Associated . ,• SirL $ERG A3$ E r T� .oc me,}; t o P P Y B d aral c dorra •rodu ttons ravuione oi mod C atione of these documents ,. M - .. • tir: I nq6x Or- +11 KITE r UI Q --- --- — SIP — __ r trrr s .i I 3- ,, it :T� • g I + _ _ O i N ' I. 9 �i - -- Ii' L4 2 X 10 I.�DGER - - — 04• 7 Z' 10 2 N _ 3 -- 07 2 z 10 I�"OC r ,ter, I `L' I/ I cv cr, I ! I I w --! NF IT 5TAI�t 5 IN6Efi i -- � CE NNE, CQDKDINAT� Cs . _ W MO% MATI H � - 2 I 5 j 10 (Jlo"O.C, I . WIN ELF CT. — — 3. I I 2 t METEK� •18X8 -- - TK�SS BEARING 7.2 03 P05T i • Z TYPE G� s�. i OJ 1 r � A60 16 @ lf''01 2 x 10 @III" ' - P2o� ivy L��Orl t LGj3�_ D y U. O.C. I. 1� III I r l-/Ir 5orl' G i✓lam a��; �o��.l,L j<p, ;�,, roh� . r cT-rr L I .I I,o.� FOr COM LE-(E` •BREEZEWAY _ TRI1S5 BEARING 4 TYPE E FRAMING TYKE A3 TYPE Ali TYPE B TYPE C TR�S5E5 TRUSSES TRU55E TRU55E5 TYPE B1 T MLS TYPE N TRUSSES TRUSS BEARING 33'-8 TYPE D1 Di BRACING NOTE:---- - 2-2n8 1) ALL EXTERIOR SHEATHING TO BE FASTENED IN ACCORDANCE TO TYPE 'F', TYP. U.N.O. REF:' BREE-Z WAY SHEAR WALL SCHEDULE ,& NOTES. �l — Nov Lill n y 11. SOFFIT FRAMING, PROVIDE 2 X 4 FRAMING- 01. TYPICAL FLOOR FRAMING, 14" OPEN WEB AT 24" O.C. TO PRODUCE FLAT CEILING AT WOOD FLOOR TRUSSES AT 24" O.C. JOIST " SOFFIT AREAS SHOWN. SHADED AREA SHALL BE DOUBLED.UNDER PARTITION WALLS INDICATES DROP CEILING, 7'-0 A.F.F. PARALLEL TO JOIST. MANUFACTURER SHALL INSTALL GYPSUM BOARD AND FRAMING PROVIDE SHOP DRAWINGS AND STRESS REQUIRED FOR FIRE RATED ASSEMBLY PRIOR DIAGRAMS SEALED BY AN ENGINEER CERTIFIED TO INSTALLATION OF CEILING DROP FRAMING. IN THE STATE OF FLOODA FOR THE FRAMING SEE SHEETS 4.1 - 4.6. SYSTEM AND INDIV.IDUAL'TRUSSES. PROVIDE BRIDGING RECOMMENDED BY TRUSS 12. TYPICAL TENANT SEPARATION WALL. PROVIDE MANUFACTURER. , DOUBLE STAGGERED STUD WALL OF 2 X 4 WOOD STUDS AT 16" O.C. (DOUBLE STUDS SIDE BY 02. HEADERS. PROVIDE• MINIMUM2 X 6 HEADERS SIDE FOR OVERALL -THICKNESS OF 3" X 3- AT ALL WINDOW AND DOOR LOCATIONS IN NON- 1/2" AT FIRST FLOOR OF. ALL 3-STORY LOAD BEARING PARTITIONS AND MINIMUM 2 X CONDITIONS). PROVIDE SINGLE TOP PLATE 10 HEADERS,AT WINDOW AND DOOR LOCATIONS W/ 2 X 8 FIRE STOP AND SINGLE PRESSURE IN LOAD BEARING PARTITIONS. TREATED BOTTOM PLATE. ANCHOR BOTTOM PLATE TO CONCRETE WITH 1/2" 03. PROVIDE MINIMUM DOUBLE JACK 'STUD AT EACH ' ANCHOR BOLT 8" LONG. SHEATH BOTH FACES LOAD BEARING POINT BENEATH WINDOW.AND WITH 1/2" TYPE "X" GYPSUM WALLBOARD, DOOR HEADERS AND AT ALL POINT LOAD INSULATE WITH 2 LAYERS 3-1/2" R-11 BEARING LOCATIONS. FIBERGLASS BATT INSULATION. ASSEMBLY TO PROVIDE 1-HOUR FIRE RESISTANCE RATING 04. TYPICAL ROOF TRUSSES. PROVIDE PRE - SIMILAR TO OSU TEST T-4936, ENGINEERED WOOD TRUSSES FOR SPANS '. INDICATED. MANUFACTURER SHALL.PROVIDE 13. PROVIDE 4 X 6 COLUMN AT END OF RIDGEBEAM SHOP DRAWINGS AND STRESS DIAGRAMS SEALED BY AN ENGINEER CERTIFIED IN THE. STATE OF AND OUTSIDE BREEZEWAY BEAM. STRAP BEAM FLORIDA FOR THE FRAMING SYSTEM AND THE TO COLUMN W/ MST60 AND STRAP 4 X 6 INDLVIDUAL TRUSSES. PROVIDE BRIDGING AS. COLUMN TO TOP PLATE W/ ST 6224 STRAP & RECOMMENDED BY TRUSS MANUFACTURER. TIE @ EACH PLATE. 14. SKYUGHI- 05. REQUIRED CLIPS AND ANCHORS. PROVIDE REQUIRED HURRICANE CLIPS AND ANCHORS AT PROVIDE ALUMINUM RIDGE TYPE SKYLIGHT, 2' EACH TRUSS AT ALL LOAD BEARING WALLS AS X 4' ON EACH SIDE OF RIDGE. MOUNT ON REQUIRED BY LOCAL.-CODE`FOR LATERAL MINIMUM 3" HIGH CURB, WITH ALUMINUM STABILITY AND WIND RESISTANCE. FLASHING OR INTEGRAL CURB SYSTEM. PROVIDE 2X WOOD FRAME AS REQUIRED, 06. ATTIC ACCESS. FRAME OPENING BETWEEN ; FINISH WOOD FRAME WITH TEXTURED JOINT TRUSS BOTTOM CHORDS, MINIMUM 22" X 36". COMPOUND FINISH OVER 5/8" TYPE C WATER CASE OPENINGS WITH MATCHING TRIM ON ALL RESISTANT GYPSUM WALLBOARD TO MATCH SIDES, PROVIDE CLOSURE OF SAME MATERIAL CEILING. AND FINISH AS ADJACENT -CEILING, 07., ROOF PENETRATIONS. WHEREVER MULTIPLE ROOF PENETRATIONS OCCUR,PROVIDE A MINIMUM OF 16" BETWEEN PENETRATIONS IN EACH DIRECTION. .. 08. TYPICAL AT ALL BUILT-UP BEAMS ANQ HEADERS. NAIL AT 3" O.C. STAGGERED WITH ;. 12-d NAILS. WHERE CENTER SPACERS SHOWN ARE REQUIRED, USE 1/2" PLYWOOD. 09. TYPICAL INTERIOR AND EXTERIQ� 1,Q�1D = Q BEARING WALL FRAMING-, PROVIDE 2 X-4 14-4 Q WOOD STUDS AT 16" Q.C. WITH HORIZONTAL. BLOCKING" AT MID -HEIGHT OF ALL -LOAD BEARING PARTITIONS (DOUBLE STUDS°.SIDE Y a SIDE FOR AN OVERALL THICKNESS OF 3" X - 1/2" AT FIRST FLOOR OF ALL 3-STORY CONDITIONS). PROVIDE DOUBLE TOP PLACE Q AND SINGLE PRESSURE TREATED BOTTOM PLATE. ANCHOR PRESSURE -TREATED PLATE TO QQi CONCRETE FOUNDATION WITH 1/2 DIAM. ono ANCHOR BOLTS 8" LONG, 4t-0 `MINIMUM O.C. MAXIMUM. PROVIDE I BOLT �- PER PLATE WITH 1'-0 MAXIMIMUM, FROM END ►- OF PLATE. a o0 IQ. TYPICAL INTERIOR NON -LOAD BEARING PARTITIONS:. PROVIDE:2 X 4 WOOD STUDS AT 24" O.C. WITH DOUBLE TOP PLATE AND SINGLE PRESSURE -TREATED BOTTOM PLATE. PROVIDE BLOCKING AT MID -HEIGHT BETWEEN STUDS. ATTACH BOTTOM PLATE TO CONCRETE FLOOR WITH POWER ACTUATED FASTENERS, HILTI OR v Kn.VEV EOUIVA1 EN 7, ; . 1 9-18-90 ISSUED FOR PERMIT ' No Date Revision Description 3 I� II x 3 I►X �� II xp1=�,1211 i' l (;l,I:kil':kC, Kcx:l i Afic;l 2x 12 2) ALL INTERIOR WALLBOARD TO BE FASTENED — I � �� a 642 L,, < , 1 IN ACCORDANCE TO TYPE 1 L' , TYP. U.N.O.. (D x 12 RE: SHEAR WALL SCHEDULE & NOTES. • x,� �1M� oN DLO g w O Ito o- C L �V) W 2 l FRAMING FLAN M 101 MG TYrL TY - � q OA -DENOTES SHEARWALL TYPE j � 1 � � Q (1) .DENOTES LEVEL 0- DENOTES HARDWARE TYPE 1. ALL SHEARWALL TYPES & HARDWARE J CALLOUTS ARE AT FIRST LEVEL U.N.O./ I �1 IL�. 6ei } W 2 . RE: SHEET 3.r2FOR SHEAR WALL & '2 X 10 G r u �Ir� �Sal.l Y O ANCHORAGE SCHEDULES & NOTES. —. x ��• L C/P� �O I., 3. ALL HARDWARE TO BE 'SIMPSON' OR EOUAL. ISIr'I So�tt L1210 4o��l-I� 4. ALL EXTERIOR AND LOAD. BEARING WALL SOLE P { PLATES SHALL BE ANCHORED TO THE CONCRETE 4 FOUNDATION W/ 112"0 ANCHOR BOLTS, fib 4 I� �U L-T Oi•l(Endo Dallas VIE'lb0lll'llE' r 2555 Temple Trail. Winter Park. FL 32789 (305) 629.0595 13740 Midway Road. Suite 611. Dallas. rX 75234 (214) 458.6943 it 25 W New Haven Ave , Suite F Melbourne. FL 32901 (305) 768-7887 .' I I q MIN. A rx L-7 PLACID LAKE Ck 10204 Apr APARTMENTS, Date Prol FRAMING PLANS 3.3 BLDG. TYPE'IV u� SSS-69085 © FUGLEBERG KOCH ASSOCIATES, P.A. These documents and their contents are the property of Fugleberg Koch Associates and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents without the expressed written consent of Fugleberg Koch Associates ivprohibited by law. �E ,O E �E °6 E eE ec eel e E oe G c e c CD 'C ms o� ED E, G G CD EE e E m E e G (DKiQ 0 EE o� (D C e C LU Q m \1 DWOOD FRAMING SPECIFICATIONS 1. Wood framing ' sizes, vertical framing, horizontal framing, DESIGN CRITERIA- MULTI -FAMILY AND APARTMENTS -- I� � � firestops, anchorage, furring and connectors ' not shown on., documents be local WOOD O TES shall per building code minimum requirements. TRUSSES j 1 ; i LIVE LOADS: 2. A) Plywood or APA Rated roof sheathing shall -be �R,I thick 1.1. Scope: standard C-D interior grade with exterior glue, panel index 24�o a. Truss Documents to Include LIVING AREA.....................................40 PSF conforming to U.S. PS-1 and stamped with DFPA Grade -Trademark. 1) Truss blocking requirements PRIVATE BALCONIES...............................60 PSF B) Plywood or APA Rated sheathing panels shall be nailed to' b. Procedures For supports with 6d.conunon nails, for thickness of 1/2 inch and 1) Installing, securing, bracing, etc., of all trusses PUBLIC AREAS AND CORRIDORS ......................80 PSF with 8d common nails for 5/8 inch, 3/4 inch, and 7/8 inch thickness. 1.2. Shop Drawings ' ROOF.......:....................................20 PSF C) Nail spacing shall be six inches on center at panel edges and a. Include the following on submitted shop drawings- 1) at ' 12 inches on center intermediate supports. Allowable loads in lbs/effective nail or lbs sq. in for Lumber / - l WIND LOAD.....................:........................Irate MPH • and plates used as allowed by ICBO and current ICBO report number 3. A) Plywood or APA Rated floor sheathing shall be 3l thick and by Southern Building Code Congress International. 2) Stress standard C-D interior grade with exterior glue, panel index`tt�q reduction factors used for plates. 3) 'design ,/ �i/� IQ ���61�w 4� 20 ; conforming toµU.S. PS-1 and stamped with DFPA Grade -Trademark. Top and bottom chord loads in pif. 4) Size, I II / II t n jl 2 �`LL 2 n .4 l,AA i�5 2�.OrLr GENERAL NOTES B) t'tyw000 or APA Rated Sheathing panels shall be nailed to gauge, and exact location by dimension of plates. 5) Lumber species and grades used. 6) Stamp V I14'fo p � Ivl 2 • supports with 6d common nails when 1/2 inches thick, 8d common and signature of Engineer responsible for preparation f 11 X (p 2 RJp'N P ' nails when 5/8 inch or 3/4 inch thick, and 10d common nails or o a truss design and layout drawing. G��i✓ 1�EfZ �l�yhJ°oP 1. The following specifications are an outline of minimum material 8d ring shank when 1- 1/8 inches thick. 7) Name and trademark of Plate Manufacturer and Truss Fabricatorand Project name and location, (7�� ��k�GN requirements and their application. Manufacturer spe ificatz.ons and local code requirements, when in excess of minimum specification; Q Nail spacing shall be 6 inches on center at panel edges and 10 8) Concentrated load requirements have been designed for and shown shall control. It is the contractors responsibility to review and inches on center at intermediate supports„ on documents. F�coQ..101 yf� I'I�OQQ. T Rum E5► 1 submit all shop drawings and report all document discrepancjes to 7 2.1. Metal Gusset Plates: C," P6,A, the structural engineer prior to- fabrication or erection. 4. All structural lumber shall be �j,�(,P of the following minimum a. Plate design and manufacture shall be as approved by "The Research I grades and allowable stresses or equivalent as per National Forest Products Association. Committee for the ICBO". Plates shall be galvanized or otherwise protected from corrosion. studs 2E: SC_ itEovGE b. Manufacturer's I�Ir 010H �Z Io -z.-12a� x4� �q� Joists Beam 2"-4" thick Structural Grada No. 2 name or trademark shall be visable on plates. �pI j�1 E2 C 0 � E Q w� �f HA- � gol,TS Z�'IIpG Structural Grades No. 2 CONCRETE NOTES Posts Structural Grades No. 2 3.1 General: PlgteS S.y.R a. Fabricatiop oftrusses shall be as approved by ICBO except that this 1' Footings shall bear on soil suitable for supporting 2,0 � o P.S.F. bearir., 5. All floor joist bridging j g• g to be per loczLl 'codes or as shown. Specification shall govern when it exceeds ICBO requirements. If questionable soil is encountered, the structural engineer shall be notif;.� b. Fabricate trusses from approved shop drawings. immediately. RE: Report # P0C10, 19I,1 ay MICNP,61,, f7. 5108 6. G1u-Lars members shall be combination 24F with Fb 2400 PSI. c. Fabricate trusses in jigs with members accurately cut to provide 2. All concrete shall test 3000 p.s.i. at 28 days unless noted. SUMMARY -.STUD FRAMING full contact at joints. 2 3. Detailing, fabrication and placing of reinforced steel shall be in accordance ALL STUDS 2X4 U.N.O. d. Each chord section shall extend through two panel points before with ACI 315-80, "ACI Detailing Manual - 1980". 4. Unless otherwise noted, all reinforcing bars #4 and Larger shall conform to ASTM A-615 Grade 60 (60,000 psi yield) and all #2 and #3 bars shall conform to Grade 40 (40,000 psi yield). 5. A1.1 concrete work shall conform to the "A.C.I. Building Code", ACI 318-86. 6. Welded wire mesh (WWM) shall conform to ASTM A-185. ), 7.' Unless otherwise noted, concrete protection for reinforcing shall be as spec fied in the "A.C.I. Building Code, (ACI 318-86). / 8. Excavation for footings shall be neat. 9. Footings shall be poured immediately after excavation. 10. All reinforcing steel marked "continuous" shall be lapped 36 bar diameters at splices and around corners or intersections with a standard 90' bend on corner bars. Lap welded wire mesh one full mesh at side and end laps. 11. Lap tep bars at center of span; lap bottom bars at supports. 12. Refer to architectural, electrical and mechanical drawings for any other additional sleeves, anchors, vent openings, etc., not shown on structural plans that might be required. 13. Unless noted otherwise on plan, control joints to be located at approximately 400 sq. ft. grids. Actual location to be determined by owner or contractor. 2nd Story 3rd Story 3rd Story ` - -2z4'42 S.Y.P. K.D. Exterior Walls -@ 16" o.c. or 12 Doug. Fir (D.F.) K.D. @ 16" o.c. or ,.. Construction Grade S.Y.P. K.D. or D.F. K. D. @ 12" o.c. 2nd Story ;#2 S.Y.P. K.D. @ #2 S.Y.P. K.D. @ Exterior Wails 16" o.c. 16" o.c. or or 12.D.F. K.D. @ 16" o.c. 32 D.F. K.D. @ 16" o.c. or or „ Construction Grade- Construction Grade S.Y.P. K,.D.or D.F. K.D. S.Y.P. K.D. or D.F. @ 12" o.c. K.D. @ 12" o.c. Is Story #2 S.Y.P. K.D. @ 26":.c. 3x4'�Coastruction Exterior IWalls or Grade S.Y.P. K.D. or #2 D.F. K.D. @ 16" o.c. D.F. K.D. @ 16" o.c. or or Construction Grade 2-2x4 Stud Grade S.Y.P S.Y.P. K.D. or D.F. K.D. K.D. or D.F. K.D. @ 1Z" o.c. @ 16" o.c. 2nd & 3rd Story Stud Grade S.Y.P. K.D. Stud Grade S.Y.P. Interior Load or D.F. K.D. @ 16" o.c. K.D. or D.F. K.D. @ Bearing Walls 16" o.c. 1st Story Stud Grade.S.".P. K.D. 1- 3x4 or 2-2x4 Stud Interior Load or D`.F. K.D. @ 1V o-,G, Grade S.Y.P. K.D. or D.F. K.D. @ 16" o.c. being spliced. e. Truss Fabricator shall have his plant inspected four times/year by hI!� III an independent testing laboratory in accordance with TPI regulations e Zq II0,6, 1r4tp10�4 V44,LL and copies of inspections made available to Owner upon request. 41• Pt.IWcnp � •TRt�t�S I'lANN F To FKoYI bE NAILING SCHEDULE' �s mar, �- �x 4 vErfirl ats uo.�, Connection Fastener Number or Spacing Joist to sill or girder, toe nail 8d common 3 Bridging to joist, toe nail each end 8d common 2 Ledger strip 16d common 3 at each joist � I 1x6 subfloor or less to each joist, face nail 8d common 2 Over 1x6 subfloor to each joist, face nail 8d common 3 2-inch subfloor to joist or girder, blind and face nail 16d common 2 Sole plate to joist or blocking, face nail 16d common 16" o.c. Top or sole plate to stud, end nailed 16d common 2 Stud to le sole plate, toe nail 8d common 4 1' �j� Z x q- VA6 �L�� Doubled studs, face nail 10d common 24" o.c. � I M oH I U �1 0 1 11 11 Doubled top plates, face nail 10d common 16" o.c. I7 Ii`i� �iQ. N D G Top plates, lap and intersections face nail - 2 16d or 3-10d common /n ��\ Continuous header, two pieces 16d common 16" o.c. along each edge ' �Y J� Ceiling joists to plate, toe nail 8d common 3 9. 1r`t Continuous header to stud, toe nail 8d common 3 Ceiling joists, laps over partitions, face nail - 3-16d or 4-1 Od common Ceiling joists to parallel rafters, face nail - 3-16d or 4-10d common Rafter to plate, toe nail 8d common 3 1-inch brace to each stud and plate, face nail 8d common 2 1x8 sheathing or less to each bearing, face nail 8d common 2 Over 1x8 sheathing to each bearing, face nail 8d common 3 Built-up corner studs 16d common 24" o.c. B Nt d ul -up gtr ers and beams, of three members 20d common 32" o.c. at top and bottom / Control joint to be zip strip or equal. NOTE: RECOMMEND THAT THE SAME MATERIAL & GRADE_ BE USED FOR and sta ggered 2 ends ALL LEVELS UNLESS AN INSPECTOR IS PROVIDED TO INSURE and at each splice. PROPER USE OF MATERIALS: 2-inch Planks 16d common 2 each bearing Studs to sole plate, end nail 16d common 2 each end PI wood a d P rt' 1 b d S 5 y n a Ice oar ubfloonng 15/32", 1/2" 6d common, annular or 6" o.c. edges and MULTI -FAMILY RESIDENTIAL or COMMERCIAL spiral thread 12" o.c. intermediate CONCRETE SPECIFICATIONS .9/32"-3/4" 8d common or 6d annular 6" o.c. edges and 1. All lumber shall be stamped with the grade mark of an approved testis PP g or spiral thread 12" o.c. intermediate 1. Concrete protection .for reinforcement of poured -in -place members; agency. 1", 1 1/8" 10d common or 6" o.c. edges and 8d annular or spiral thread 6" o.c. intermediate (See section 7.14 ACI 318-83 for conditions not noted) 15/32", 1/2" 16 ga galvanized wire staples, 3/8" 4" o.c. edges and 2. All wood in contact with concrete or exposed to weather shall be treated minimum crown 7" o.c. intermediate Minimum Cover (Inches) Concrete Strength (PS lumber. 19/32", 5/8" 1 5/8" length 2 1/2" o.c. edges and 4" o.c. intermediate Plywood and Particleboard Roof &Wall (max 12F��f 3. Frames Opening: Double stud for ,',eeing less than 4' wide triple stud Sheathing Footings ------ ------------------ 3 ............................. sot) 0 - P 1/2" or less 6d Common for opening 4' wide or more. 6" o.c. edges and -Grade Beams--------------------- 1 z top; 3 bottom & side..... o o o _• 12" o.c. intermediate - - - - - - :9/32" or greater 8d Common 6" o.c. edges and Slab on Crade------=------ 1 top........................... 3 � o 0 4. provide a continuous tie across building with stron backs on all Retaining Walls, Elevator Pit-- 2 Exterior 3/4 Interior g g joist 12" o.c. intermediate CoLulnns------------------------- Beams---------------------------1-1-2Strongbacks Slabs--------------------------- 1 i :::: ; ::: , , , , , , , , , , , , , , , , , , , , , .1•-- ''o' 1 @ bottom, 3/4.@top.......... -_ spans over 7' -6" and two shall be one perpendicular to 3 ists s trongbacks on all joist spans over 15' -0" 2 x 6 vertical and one 2 x 4 flat, run nailed and led to each joist. 5/16 - 1/2" " -- 19/32 -3/4 16 ga galvanized wire staples, 3/8" min. crown. Length of 1" plus plywood or particleboard thickness 4" o.c. edges and 8" o.c. intermediate 2" o.c. edges and It� ( 1 9-18-9 0 ISSUED FOR PERMIT No. Date Revision Description Shear Walls --------------------- , , , , , , , , , , , , , , , , ; , , , , , , , , , , , , �� - 5. Bridging:. Maximum at 8' -0" for spans over 10' -0", metal cross, 5" o.c. intermediate 1/2" fiberboard sheathing' 1 1/2" galvanized roofing nail 3" o.c. at edges ? f ' 2. Unless specified, concrete must reach the followin ercenta es of its 28-des g percentages y cross or 2" solid wood. wood 25/32" Fiberboard Sheathing' 6d common wall 1 3/4" galvanized roofing nail 6" at other bearings' 3" compressive strength (F'c), before forms may be removed. 8d common nail o.c, at edges 6" o.c. at other bearings j 6 . Provide collar ties of 1 x 6 boards at upper 1,/3 down from ridge beams, 1/2 or 5/8 Gypsum Sheathing 12 ga 1 1/4" 4" o.c. at edges Walls, columns, beam sides----------------------------- 40% spaced 48" o. c. maximum. (For conventional framing) large --head corrosion resistant 8" o.c. at other bearings- I Joist ass and Beam Bottoms--- F Shored P' i )-- - 70% Gypsum Wallboard , Shoring for Floor System------------------------------- g5/, 7. Provide purlins of the same nominal dimensions as raf tens under all 1 3/8" drywall nail" 7" o.c. on ceilings g�a rafter (horizontal) spans over (7'-6" for 2 x 6, 10'-0" for 2 x 8, 8" o.c. on walls M [['' ij 1'`UGLEB R(i i�UCH ARCHITECTS 3. Detailing, fabrication and placing of reinforced steel shall be in accordance 12'-8" for 2 x 10, 15' -6" for 2 x 12) and brace to partitions at 5/8 1 1/2" drywall nail" 7" o.c. on ceilings 8"o.c.onwalls x - with ACI 315-80, "ACI Detailing Manual - 1980" 48 o.c. maximum. (Tor conventional framing) Particleboard Siding 8. Provide doubled joists under partitions above which are parallel with 3/8" - 1/2"' 6d2 rlando Dallas Nlelbounie joist span: space and block if partition above is a plumbing Wall. 3/4"41 8d2 /o%� I'Z I�NI, C 2555TempleTrail,WinterParkark 9 ❑ 8TX (305)6290595 13740 Midway Road, Suite Dallas,,FL3278 75234 (214) 458-6943 9. Provide solide blocking at 12" O.C. between joists under partitions (above 'Fiberboard sheathing may be stapled using 16 ga galvanized staples 1 1/8" long for 1/2" sheathing and 1 1/2" long for 25/32" sheathing r 25 W. New Haven Ave., Suite F, Melbourne, FL 32901 (305) 768-7887 which are parallel to the joists but not directly over the joists. Staples to have minimum crown of 7/16" and spaced 3" o.c. at edges and 6" o.c. at other bearings. **Drywall Blocking shall not be less than 2" in thickness and shall match the depti: nails shall conform toASTM C514. 1. Siding applied to 5/8" net wood sheathing, 15/32" plywood or 1/2" particleboard sheathing: NMI 11 11 of the joists. Trusses may use truss blocks. spaced 6" on center at edge and 8" on center at intermediate supports. Nails 2 Corrosion resistant nailsspaceds shall have a minimum edge distance of3;a'• ' I� �X 12 h� Jr f J rl 10. The 3. Siding applied to studs spaced 16" on center maximum. 4• Siding applied direcnyto PLACID LAKE Ck 10204 number of wall studs at bearing points of 2x member beams shall excee, studs spaced 24"oncenter maximurn. the number of members in the beam by one. The centerline of the beam she. 5. Use annular or spiral thread nails for combination subfloor/underlaymenL Apr • be the centerline of the supporting wall studs. (Unless Noted Otherwise F APARTMENTS Plan) Date Prof . 11. All 2 x 4 chimney construction to be sheathed in 1/2" exterior plywood. 12. Roof and floor framing layouts are provided to illustrate conditions of �W construction and do not necessarily indicate specific quantities of ` SPECIFICATIONS materials or components required for construction. COMPLETE BREEZE AY FRAIMUNG, , of SSS-71-1006 FUGLEBERG KOCH ASSOCIATES,,P.A. These documents and their contents are the property of Fugleberg Koch Associates :E and are *ued only,for the specifc project noted on these' drawin s. Ask reproductions, revisions or 8 y P modifications a c tons of these documents`.: without the expressed written consent of Fti leber Koch 'Associates Asprohibitedi.. •.; ,. 8 S by ,law.. _ - NOTE: Contractor shall coordinate exterior sheathing with shear walls ALTERNATE ANCHORAGE FOR INTERIOR SHEARWALLS such that a continuous thickness is maintained. RE: Shearwall ��„ Alternates Schedule.RE: ARCH. FOR REQD. WALL ASSEMBLY. x>�.� ' ��� r ` Shearwall Type Specified Anchorage Powder Actuated Alternate F*MNo FEs SHEAR WALL SCHEDULE /MST/HN E Y) Ramset 3337 @ 16" o.c. TYP.fi �) E (Sheetrock one side only) 1/2" Id @ 48" o.c. E (Sheetrock both sides) 1/2" d @ 48" o.c. Ramset 3337 -@ 8" o.c. I F W A` 1/2' Plywood nailed_ with lOd nails 2" o,c. at edges staggered � W �— -+-) w �--- -.•{ N �— -►{ �r-- —.J w� (Provide 3 x 4 framing, solid blocking at edges and 2- 3 x 4 at SHEARWALL ALTERNATIVES 1 J 1/2" jb @ 48" o.c. Ramset 3337. @ 12" o.c. �l - r- •o •o 0 wall ends) and with 10d nails at 12" o.c. at interior supports. N Fasten shear wall to foundation with 5/8" diameter A.B. at 18" G 1/2" @ 48" O.C. Ramset 3337 C"' D Specified Shearwall Approved Alternate @ 10" o.c. P.C. (9" o.c, at double sided shear wall). � N a� p� . Type G Type H H 1/2" 0 @ 48" o.c. Ramset 3337 @ 8" o.c. ••• B 1/2" Plywood nailed with lOd nails 3" o.c. at edges staggered Type � - Type D or F ___ --- N _- _- u_ (Provide 3 x 4 framing, solid blocking at edges and 2- 3 x 4 at O N N wall ends) and with Tod nails at 12" o.c. at interior supports. Type F Type D NOTE: 1) Powder Actuated Fastener alternates shall be Ramset 3337 ~ �' Fasten shear wall toD foundation with 5/8" diameter A.B. at 24" Type L Type F or D v7 o.c. (12" o.c. at double sided shear wall). Type H (or equal) (Prior approval required for Powder Actuated --- -- -- -- Type C N Type J Type G or H Fastener other than Ramset.) C 1/2" Plywood nailed with lOd nails 4" o.c. at edges (Provide solid •• -- - ._o_-- blocking at edges and 2- 2 x 4 at wall ends) and with 10d nails at Type P Type or D or F •• _ 12" o.c, at interior supports. Fasten shear wall to foundation Type B Type D WK.) 2) It shall be the contractor's responsibility to provide and uSE. �N __ with 1wal diameter A.B. at 20" o.c. (10" o.c. at double sued pachometers and of er equipment, necessar to Locate all post- shear wall). Type C (db1.) r}Y p� N N = rrP�i< T�'pE rya, ��li tensioning tendons such that no damage occurs from placement _• _ ___ c Q D 1/2" Plywood nailed with 10d nails 6" o.c. at edges (Provide solid I of Powder Actuated Fastener alternates. O U B blocking at edges and 2- 2 x 4 at wall ends) and with 10d nails at -- ST2115 12" o.c. at interior supports. Fasten shear wall to foundation NAILING SCHEDULE N a0 a, li cV with 1/2" diameter A.B.D at 30" o.c. (14" o.c. at double sided 3) It shall be the contractor's responsibility to insure that the;:.,:-•<j •• ,o r~ � ¢ Q ¢ N shear wall). Nail 2nd and 3rd floor walls to deck with 16d nails at 8 o.c. unless „ placement of Powder Actuated Fastener alternates is in accordance' '• N � � � � � � � noted otherwise. RE: Schedule " y.) with manufacturer's recommendations and in compliance with all U) '0. E s/8" Gypsum wallboard nailed with 6d cooler nails 7" o.c. at all (16 o.c. if sheathed on one side only.) applicable build; S-f9 12 18 22 pp building codes. (Special inspectors shall be i _ , supports., Or 1/2" Gypsum wallboard nailed with Sd cooler nails 7" :�. o.c. at all supports. Fasten shear wall to foundation with 1/2" provided if specified by the applicable Building Code.) o diameter A.B. ati48" o.c, Provide 2- 2x4 @ wall ends, k .. m I�u SHEARWALL TYPE ,,FASTENING tt F SUPER STRENGTH THERMO-PLY nailed in accordance with Southern 4) Powder Actuated Fasteners are not accept(ble for: J (DBL), u~j N Building Code Congress International (SBCCI) Report No. 8763 on G (DBL.) 16d @ 4" o.c. C- (DBL), H (DBL) or Plywood shearwalls. Specified anchorage a o Exterior face and 1/2" Gypsum wallboard nailed in accordance with must be provided. •N SBCCI Report No. 8763 on interior face. Fasten shear wall to F 16 D @ 4 " O.C. , z oD •. foundation with 1/2" diameter A.B. at 30" o.c. Provide 2- 2 x.4 F- 3, G O ' h FHA at wall ends. (Provide 3- 2 x 4 at wall ends on first floor). H (DBL.) 16d @ 4" O.C. I4 NEVd IF G 1/2" Gypsum wallboard nailed with Sd cooler nails at 4" o.c. at D ST all edges and interior supports. Provide solid 2x blocking at all 16d @ 4 " O.C. O edges. Fasten shear wall to foundation with 1/2" diameter A.B. C 16d @ 3" O.C. ? �• �D � STA at 48" o.c. Provide 2- 2 x 4 wall ends. 7 H 5/8" Gypsum wallboard nailed with 6d cooler nails 4" o.c, at all • 3 54 edges and interior supports. Provide solid 2x blocking at all NOTE: All interior walls 4'-O" or greater in length shall be constructed �• edges. Fasten shear wall to foundation with 1/2",diameter A.B. at in accordance with Type E shearwall (both faces). RE: Schedule --- 48" o.c. Provide 2- 2 x 4 @wall ends. I• -_ and notes_U.N.O. I J 1/2" Gypsum wallboard nailed with 5d cooler nails 4" o.c, at all supports. Fasten shear wall to foundation with 1/2" diameter All exterior walls 4'-0" or greater in length shall be sheathed on A.B. @ 48" o.c. Provide 2- 2 x 4 @wall ends. . O ' \ the interior face and constructed in accordance with Type E shear- --- - 7 K 1/2" x 2' x 8' Gypsum sheathingboard c wa11. RE: Schedule and notes U.N.O. (Gyp -Lap) with No. 11 gage x 1 3/4" diamond -point, galvanized nails with 7/16" heads 4" o.c. \ at all supports on exterior face and 1/2" or 5/8" Gypsum wallboard 7 nailed in accordance with Type E on interior face. Fasten shear 0 wall to foundation with 1/2" diameter A.B. @ 48" o.c. L 1/2" or 5/8" Gypsum wallboard applied to both faces of studs in accordance with Type E. Fasten shear wall to foundation 1/21, ALTERNATE HOLDOWN ANCHORS FOR INTERIOR SLAB/FOUNDATION LOCATIONS •• \ diameter A.B. @ 48" o.c. - . O ' /1 M 1/2" Gypsum wallboard applied to both .faces of studs in accordance SPECIFIED tiOLDOWN ANCHORS ALTERNATE HOLDOWN ANCHORS with Type G. Fasten shear wall to foundation with 1/2" diameter A.B. @ 30" o.c, S14PSON PA18 SIMPSON HD2A (Provide 4x4 Col.)u/5/8"dx3 " Emdedment Exp. Anchor MSTI MST N 5/8" Gypsum wallboard applied to both faces of studs in accordance SIMPSON PAHD42 SIMPSON HD2A (Provide 4x4 Col.)w/5/8"dx3V" Embedment Exp. Anchor with Type H. Fasten shear wall to foundation with 1/2" diameter SIMPSON PA23 SIMPSON HD2A (Provide 4x4 Col,)W/5/8"dx3" Embedment Exp. Anchor A.B. @ 24" o.c, ' SIMPSON PA28 SIMPSON MTT28B(Nailed) w/ 3/4"dx6" Embedment Exp. Anchor P 1/2" Gypsum wallboard applied to both faces of studs in accordance with Type J. .Fasten shear wall to foundation with 1/2" diameter SIMPSON lIP428 SIMPSON MTT28B(Nailed) w/ 3/4"dx6"'Embedment Exp. Anchor A.B. @ 30" o.c. SIMPSON HeA35 SIMPSON HD6 (Provide 4x4 Col.)W/1"0x6" Embedment Exp. Anchor Washers are not: NOTES: SIMPSON HD7A* SIMPSON HD15 (Provide 4x6 Col.)w/]"dx10" Embedment Exp. Anchor "}° reIuit°ei! Provide 4 x 6 at wall ends of double sided Type C and D shear , walls, SIMPSON HD9 & HD12 2 - SLMPSON HD15 (Provide 4x6 C0l.)w/1"0x10" Embedment Exp Anchor ' at base: , t _ r lAll exterior Type E, G, Wand J shear walls shall consist of 4' x F _ !, - 8' sheets of Gypsum. sheathing. Fasten 1/2" Gypsum sheathing with - 't No. ll-gage 1 3/4" diamond -point, galvanized nails with 7/16" �•' heads. NOTE; 1) Expansion anchor alternates shall be Ramat Trubolt Wedge Anchor (or equal)(Prior' approval re uired .fQr q xQ pa Qlg anchor other than Ram#0t Trubolt Wedge.Anchor SHEAR WALL STRAP & ANCHOR SCHEDULE• , 'I 2) It shall be the contractor's responsibility to provide and use Pachometers and other equipment necessary to locate ail post -tensioning tendons such U F Studs • that no damage occurs from the placement pf expansion anchor alternates. . o. o ,� o ?� Threaded , • P:'::•:, Rod: * \ HD7A tl HD2A 16 ST6224 - Q 3) '.It shall be the contractor's responsibility to insure that the placement 1-11 of expansion anchor alternates is in accordance with the manufacturer's To get the full load �Z HDSA 17 ST6236 recommendations and in compliance with all applicable Building Codes. Typical • caPacitystated Inthe YP , table the minimum bolt 3 HD7A 18 MST37 (Special inspectors shall be provided 3€ specified by the applicable Insfalled� and distance for all Building Code,) twldownsis7times ttle �%' stud bolt diameter. This ' HD20A,� 19 MST48 - Install distance is "He" in the 4) Adequate foundation thickness shall ba provided to receive the embedments Washers table distance Is automatically Q HD9- Typical designed Into all Simpson 20 MST60 specified above. HDSA Tie _ holdowns except the HD2, HD5, and HD7. The © HD12 21 MSTI48 $ekween . bolt end distance may be 5) ,The alternates provided above are applicablg to interior slab/foundation Floprt; Increased as necessary Q7 HD15 ', slocation pit �' withoutattectingload 22 MSTI60 s+'R Y• i:I4o11dowa anchors ,trovarad by this table must be located a Typical Without minimum of 10" from any free edge of the Slab/foundation. PAHD42 anchor nut Provided that �8 PAHD42 23 FTA2�' — torqued which couidcot Installed am stud HPAHD22 2� ETAS 1�__.. PA18 2� FTA7. f �razx =ALTERNATE SHEARFWAI.Lp�TO BOUNDATION ANCtiOKAGE -� PAHD42 0' 1 L • 3 ., �'• Y �__ AT 17F. �R: 9;. 4' s :�=1. I":...,nl r. t.: 3 r r' �.-i •� a 11 PA23 26 ZTT19 �f t- SHEAR `WALL777177 TYPE SPECIFIED ANCHORAGE( - ALTERNATE ANCHORAGE Q, 12 PA28 27 LTT20',�'f' E 1/2"0 A.V. @ 4"''q.c. 1/2"Wx3" Embedment Exp. Anchor @ 48" o.c., - p[ BENDUPAFiER j 1 9-18-90 ISSUED FOR PERMIT;' 'O CONCRETECURES 1 13 HPA28 L LTT20B- l (pBL) 1/2"d A.$. {d 48" o.c: .. l/2"dx3" Embedment Exp. Anchor @ 48" o.c. No. Date Revisio n Description 14 HPA35 29 MTT28B;,�- J 1/2"0 A.B. @ 48" o.c. 1/2"dx3" Embedment Exp. Anchor @ 48" o.c. 1 ' 15 FHA30 J (DBL) 1/2"0 A.B. @ 30" o.c. 1/2"dx3" Embedment p. Anchor @ 30" o.c. Ex Anc G 1/2"0 A.B. @ 48" o.c. 1/2"dx3" Embedment Exp. Anchor @ 48" o.c. r :;?•> - YF C (DBL) 1/2"0 A.B. Q 30" o.c. l/�"dK3" Embedment Exp. Anchor @ 3Q" o.c. y� A 11 II — �!i/' r�'f'�ili �t��' H 1/2"0 A.D. @ 48" o.c. 1/a"1lx3" Embedment Exp. Anchor @ 4$" .o.c. H (DBL) 1/2"0 A,B. @. 24" o.c, i/V"043" Embedment Exp. Anchor @ 24" o.c. _ Typical Typical HPAHD22 ' PAHD4.2 Before Concrete Pour FUGLEBERG KOCH ARCHITECTS F 1/2"d A.B. @ 30" R.c, 1/2"yg3" Embedment Exp. Anchor @ 30" o.c. 4{�• I Before Concrete Pour + Fasten all Simpson LTT20's to concrete with 1/2"re x 9" embedment headed D 1/2"0 A.B. @ 30" o.c. l/2" 0,x3'' �mbedment Exp. Anchor @ 30" o.c. iL4_ — 1-3 ll anchor bolt or 1/2",6 x 3 1/2" embedment. ex ansion anchor. Fasten all D (DBL) 5/8"d A.B. @ 24" o,G. " " " y'�l[YIC�O P 5/8 dx3 Embedment Exp. Anchor @ Z4 o.c. +1f) r11N, t�11N• �ClfICIS MC'lb011171L' . Simpson LTT19's or LTT20B's to. concrete with 3 4° C 1/2 d A.B. @ 20 o,c. 1/2 dx3 Ewbedmeat'Exp. Anchor @ 20" o.c.❑2555TempleTrail,WinterPark,FL32789 (305)6290595 / fd x 9 embedment. " u „ „ headed anchor bolt Or 3 4" "' ❑ 13740 Midway Road, Suite 611, Dallas, TX 75234 (214) 458 6943 / x 6 embedment expansion anchor. Fasten C (DBL) 5/8"0 A.B. @ 16" O.e. 5/8"yW" Embedment Exp. Anchor @ 16" o.c. I „ ❑ 25 W. New Haven Ave.; Suite F, Melbourne, FL 32901 (214) 768-7887 all Simpson MTT28B's to concrete with 3/4"k!'x 11" embedment expansion � -� anchor. Expansion anchors may not be used for applications within 10" B 5/8"d A.B. @ 24" 0.6. 5/8"d43" Embedment Exp. Anchor @ 24" o.c. 'RE: MANUF. SPECS. FOR REQ'D BOLT ' p• DIA., PROJECTION, &EMBEDMENT. ral"PA o •. q•.••;•a • • EMBEDMENT of any free edges Of Concrete, B (DBL) 5/8"d A.B..@ 12" o,s. 5/8"dx3" Embedment Ex Anchor @ 12 o.c. HPA28 l Dr .,JH A 5/8"0 A.B. @ 18" O.G. 5/8"dts3" Embedment Exp. Anchor @ 18" o.c. Typical PAHD22 8'HPA35 A (DBL) 5/8"0 A.B. @ 9" o,c, 5/8"dx3" Embedment Exp. Anchor @ 9" o.c. Before Concrete Pour PLACID. LAKE lCk 102Q4 MPAHD Similar NOTE; 1) Expansion anchor alternates 'shall be Ramset Trubolt Wedge Anchors. (or equal) MINIMUM \--�-✓ � Apr ' (Prior approval required for ®xp44gi9q tTohor other than Ramset Trubolt VER PA Stud A P RTM E N Tc Wetlge Anchor.) usePAND4SIDE 02 MPAHD to'FOundation Typical FTA A v Date j 2) It shale be the contractor's respon$ibillty to provide and use pachometers (closer applications.) Installed. Proj and other equipment necessary to LoeaGe all post -tensioning tendons such _ ,. that no damage occurs E;om,placement of expansion anchor alternates. 3) It shall be the contractor's responsibility to insure that the placement of expansion anchor aXternatpa.J4 in accordance with manufacturer's recom�aenlatipnfs and >tnjrTompl,iop �a 13 all applicable' building codes. PP SPECIFICATIONS (.Sp'@cial .inspector's shall b4''p oY td@n if specified 'by, the a licable31115 _ Building Code.) - sss ate 71-1006 © FUGLEBERG KOCH ASSOCIATES, P.A. These documents and their contents are the property of Fugleberg Koch Associs of y , and are issued only for the specific project noted on these drawings.Any reproductions, revisions, or modifications of these documents • with the expressed written consent of,Fugleberg Koch Associates is prohibited by law.; 1 a A i T N % 'U 'w N 71�,,'t� . "" 1�- Z — ;t 4,,: U7 Mt ?00, g NPA-0-1 q m 77 3 -All N 1-V A, �A, /00T%\ 7- "g, _y. I A 9� T w 5 ZR_ �v M N A:4 1"N J t W 0 ri-ooR 6`f�C: 21 TV, 17. WAS ER A D D ER. 3 a;,.g Fgz, A Ap let _SU RUM` 8. DRQPPEQ SOFFIT. DROPPED �OFFFF TO' 7 -0, Ik�_ V J 5P 11 K—T 'FRAME CON S W N fz WOQD, T RUNAIT EX P, -D UNI-B"., �PRQ Ad "go T FLO'OR PLAN J T`;�`��, _N1 REFERENCE J Y-9. ANDICAPPE FLUR FUN EL I CIRI Ci 0910k rmlr2 _QtN "A 1/4 V_ 0 om A441 x9i '/Z." EkTEP-109 VA" Ito -IRST FLOOR HANDICAPPED ACCESSIBLE r N OR' AS SHOWN. PROV I g M. I W " 0!9L Als M '.2V �HeA -.18 1! 'A.f F.� -AND kV EX F ORIDA wATE HANDICAP CODES. Atltliu MI, q. _41N A ANDICA.Fi L, T COORDINA,rE WITH SITE PLAN FOR UNII f F I N KV - I _1 I -rs PER T"EALIJ c,T'F-'!�` MOO IBLE REQ01REMEm m :ALL FIRST 'FLOOR UNITS ARE "TO, BE HANDICAP P K AU�,`QJA0NAL!:-' �A -0 NT,�ECLCTRII�* tOUTLETS IN J: 7. Fl. ALL FIRST,.F.LQOR. u-'F 8, S `FQR� BILITY. ...... . '2 7\ t.9y , - I X. I "M 72 _t !�, % :. t". LOCATIQNS f 6pldli'f��IJM IR Z 01 X! PARUTIORAA Alil QR V -CU-1 'K ,Tu 20. 511 L L Y I N G - S111GLE-SlILLF WIJII ONE RUD� AT 5'-0 A.F-J. wiIH mRz. SII�E RACK BEL ".,�Tv ri't M0 G. ow qJJ AS INDICATED. -r oN opposi SIDES J 'Ali �NR '(D P NE ROD AND SHELF AT 3'-6 �:ix H2Ou V., Y� IAF�7 f, -111E SECOND AT 6'-0 A.F.F. "NINA; L A.F.F. AND W r AW puilw -ER HEA-rcR 1`0 BE PLACEU: I ON y 13 LOWBOY WAI UNDER 00, BALCON p A, �Tltf HOUSE PANEL t VC UNIT, u 1QP 0FX -oV GRO, X ii!144W f�, A -a UND VIA PWOtO C EL L, J �u 11 T-I wiff _J FLOOR if E 1Z 18 -, ^11111p, U R Tw -rtf, 'T 'T L k -S Lu t50 G -AP,;,42 QT F _G Y (D gf x A N6`TF-: W9. _5 W �L FLOORS V A T M A R E & .AT �'h Yrr, -4. - - I A Tjltk 0 M,Q �'�Y 14MORE JUAN,: ),I V z F M_V WA4- L80A �,JN,§V4-tATION iATI� Tz� u D, pn X� AT t 0, N 5. -.6-, q1t, �A '(D f TER'IOR.,.,"NOri"-%-I.()Al-).s.,[E.ARING "'Ing N nuu A AN, F Cu I * , , � _ CARPU "00114,10 �2 Ne "ER, �,,gv x jg-lm. "Iiv �m 'A( 9 VIA �� 'W; L A HANDICAP SP AND.�,4 LIP900m I M L 0 UNITS FOP ONLY _QAR (D "Ab"' T`,�'URFS 54 A RES 7 EACH APARTMENT BUILDING SHALL BE PROVIDED 5 ALUMI 1 1-1 - Tim E, R14 Q (D IDENTIAL s Q 4Z" PRINKLER SYSTEM DESIGNED �`t T �. 9 ` ' - _,(� I �O, Ir V By RED' ENGINEER a EALED NEL "CONTRACTOR SHALL SUBMIT S R-w9ka N�, UJ9 P LAN S W. (D (D ,OMPLYING' WITH CITY OF SANFORD ORDINANCES 04. A ND CODES. Oq . i 5D 4 - S m rq� I f X A.' Am X4,54N 11 ABOVE 0 01 Z 4, 1,YV K";, (D XIYU �W- 07"" 'AL'Um 11 IT t t �J 1� - I m c_r3 It 'N".ol # z AL C. I E) (31 n lr,� P, W I ?A g & P "Qp, 1$11(t _,v 1�51 W T. V Y, 71 !0K -FOR 6ROUND -1 k I L -W Pi AtQTE-R ()tJL'-_f if 0 3AR-,,.COUNTt AT KI --- ----- --- H5 4 T 142 F4 Hqr. _M Go Q % L If I (x — I 6f r4 $cpIN= r �_ I I -I I , tip 9", v-1, % , F� 0 Tit— T X C,C) -1 QQ 4t '1"A 41 L /0 U)— A T g J D .8 7 8 7,A ? 7_1 ia M 0'. ASE'�rCABIN .0 S.� P4 �`�'AN § P k __67 , �F - . t zu I- RM 00 `7 �A -S fkt %T tE ;y UIPTU 411� �'NN4 �V'11 0 T, ER b AF� "TIT. 0 'A M g A` `4 Z �QM i H I 5t JT H q gxi, T L W T 3 TOWEL' ARS`r-_-. .0 RA gH T!. _75 ;11i§ Q 5. -- I , I A O'C', Irl 9R4�:'�` f t 5 'N �0` J 1 Q I L E-T T� E I'N; :,N.o K K�4 6!1�M' fev 7 (D. 'E� !M Y _Mm gg, 77 i 7 SHEET 4.11 0 q A N 0 A qm-� .15 24"i 17 tat' Q A JV15H A 41 u "F! F 4 AC 5 % - A L _EvE, ;71`tzl'�'v 4, ALL F400 R S .3, TO, HOM o 0 V.1 N., PHU 1, V y t GRQUND Fo —oo o FL60A T. L L ON LY k zfl J L= r f Rt 5 v 0`11� 7'. -4- 'J r D R YE EXH,4 is T- a, Th R (i 0 Al 4) 13 �t i3 K!'qs, Ab �,//l L L AP, �Il �P% In 4, N� x,� t7l, N At 4 13 4! 411, 8 7�8 T+ �k cu- I f C U 3RD FLR WX IT u 15T FLK j if I if uI`1kT A 1K 0 A _4 1, 28'- 4 4 ------ — ------ 7-N N, Ntot _,;,v e-M J.- TI't _4 I OMIT A > ;_i �Pfv -W PLA f 17 4 Te 91� f 6 P_ TO 5P66-r 0.1 -FOR �10-re,5 0 ..... .. -DIMEN51ON PLUMbING FLOOR FLAN -N A.- Art�,RTMEN;Ts�� z�l FLOOR AN, V, 1/4 x-M )/4 1,6 "oe HYAC -00 T�, f NIT U, A 580 SQ.FT. GROSS Z t 'DIO-0— FT. NET Plv'�Z�.�: 4 "Y :T, -C fl �X: N 4A ELEC 4(, 'Ail �Ss - 6908F-, U N I k D FUGLEBERG. Kbdi A'SSOCIATES, A Thei;e)documents and their 6 _1_2 Ail ctritents are'the property of Fugleberg Ko ch A�3aociatea g and �Lrt 10614410 only for the specific project noted on these drawing reproductio a Any difications ns, revisions, or [no of these documents -4;ithQut the axpresse�d,w aw V _Fitten consent of Fugleberg Koch Associates is prohibited b� I T'A 4 T; + 777 G e 0e G 0 ee ee 00 00 ee ee 00 00 00 00 00 00 00 00 00 00 00 0 0 00 00 00 00 . 5 CIO SSS- 69085 is REFERENCE - FLOON PLAN ,/� E'_ECTRIGAL FLOOR PLAN DIMENSION/PLUMBING- FLOOR PLAN i/a-ll= it-0 UNIT S ; 686 SQ.FT: GROSS 648 SQ. FT. NET FUGLEBERG KOCH ASSOCIATES, P.A. These documents and their contents are the property of Fugleberg Koch Associates and are issued only for the specific project noted on these drawings Any reproductions, revisions, or modifications of these documents without the expressed written consent of Fugleberg Koch Associates is prohibited by law ALL FIRST FLOOR UNITS ARE TO BE HANDICAP ACCESSIBLE AND AUAPI-ABLE. MOUNT ELECTRICAL OUTLETS AT 18" A.F.F. AND SWITCHES AT 42" A.F.F. IN ALL FIRST FLOOR UNITS'FOR HANDICAP ACCESSIBILITY. NTRY ONLY. IVE 'OK C- Foumq fl. Gd PLAUTEK DULY WHERE B UNIT IS AN END UNIT IN CREASE SUPPLY DUCT SIZE TO 8" SERVING BEDR00►-1- C_O h l N 14 E TO - -z;1 OTNn UHI�S (S5I= Prv\II_) COTE: EACH APARTMENT BUILDING SHALL BE PROVIDED WITH A RESIDENTIAL SPRINKLER SYSTEM DESIGNED BY A FLORIDA REGISTERED ENGINEER. CONTRACTOR SHALL SUBMIT SEALED PLANS COMPLYING WITH CITY OF SANFORD ORDINANCES AND CODES. TO HOUSE PANEL VIA PHOTOCELL, CU- 2 I II GF1 On/ li it GI�iJt1'\1C n iI II it F L00 if li li iI w � OCI �� WP HANDICAP UNITS ON Ly I 11 . _67) 7 -N e o = AHU ABovE - HWH o C � to (1)09 , 03, low � Ac HVAC - FLOOR PLAN 6„ G2 !20�.) NOT USED. 16�. T790PFSP' 5oPfIT• To g.pt. WooD" 5RAM1� CoNSTZuGTIoN @ TOY ft ooR, ONLY. 21-. SHELVING. SIP%LE SHELF WITH ONE ROD Al 5'-0 A.F.F. WITH HORZ., SOOE PACK BELOW 'INDICATED 0'1. TYPICAL EXTERIPJAIft - AS ON OPPOSITIs E SIDES � � SEE SHEET 3.1 PROVIDE ONE 0) ROD AND SHELF AT 3'-0 FOR STUD SPACING AND FRAMING A.F.F. AND"1fIE SECOND AT 6'-0 A.F.F-, 17. WASHER AND DRYER. REQUIREMENTS. SHEATH INTERIOR FACE "X" WITH 5/8" TYPE GYPSUM WALLBOARD AND 18;_ DROPPED SOFFIT. DROPPED SOFFIT TO 7'-0 EXTERIOR WITH 3/8" EXTERIOR FINISH SYSTEM SYSTEM OVER GALVANIZED EXPANDED METAL WOOD FRAME CONSTRUCTION OVER 1/2" EXTERIOR SHEATHING. 22. �ocAT� ouTt,�T oU F1RsT �� oo;� gcRor� ��oM pl,gNf�R. 19. HANDICAPPED UNITS. PROVIDE 2'-8 DOORS PROVIDE METAL DI�ArONAL STRAP AND 1/2" EXTERIOR SHEATHING AT ALL EXTERIOR 23. ATTIC ACCESS. FRAME OPENING BETWEEN FO BEDROOM, BATHROOM AND CLOSET AT ALL FIRST FLOOR HANDICAPPED ACCESSIBLE CORNERS. PROVIDE 3-1/2" R-11 TRUSS BOTTOM -CHORDS,--MINIMUM 22" X 36". UNITS. SWING DOOR AS SHOWN. PROVIDE FIBERGLASS BAIT INSULATION. PIzoV1D1: MIL, VAPOR FARRIER ovER'li' i%Y-! SNfATH1Nci. CASE OPENINGS WITH MATCHING TRIM ON ALL HANDICAP ACCESSIBLE REQUIREMENTS PER SIDES. PROVIDE CLOSURE OF SAME MATERIAL. FLORIDA STATE HANDICAP CODES. 02. TYPICAL INTERIORl LOAD BEARING AND FINISH AS ADJACENT CEILING. fl RDINATE WITH SITE PLAN FOR UNIT PARTITION. SEE SHEET 3.1 FOR STUD •CATIONS. SPACING AND FRAMING REQUIREMENTS. 24. LOWBOY WATER HEATER TO BE PLACED UNDER u"" SHEATH BOTH FACES WITH 5/8" TYPE "X" A/C UNIT. GYPSUM WALLBOARD. 1 HOUR ASSEMBLY 25 SHELF: .1.X WOOD SHELF WITH 1/2 ROUND EDGE SIMILAR TO U.L. DESIGN #U305. AND i'' DIAMETER WOOD ROD. 03. TYPICAL TENANT SEPARATION WALL. SEE ry ' -' SHEET 3.1 FOR STUD SPACING AND FRAMING REQUIREMENTS. STAGGER DOUBLE STUD WALL - AND PROVIDE 1 LAYER 3-1/2" FIBERGLASS BATT INSULATION. SHEATH BOTH FACES All FLOORS HVAC SHEET NOTES WITH 5/8" TYPE "X" GYPSUM WALLBOARD. XA 0 ASSEMBLY TO PROVIDE 1 HR. FIRE RESISTANCE RATING PER APPENDIX "P" 1985 --�? T� �011S� 1. MOUNT UNITON WALL WITH EDITION SBCCI.INSTALL WATER RESISTANT rMEL SUPPORT BRACKETS ABOVE WATER WALLBOARD AT BATH TUB AND SHOWER LOCATIONS. HEATER. PROVIDE AN AUXILIARY G DRAIN PAN UNDER THE UNIT WITH 04. TYPICAL INTERIOR NON -LOAD BEARING A FLOAT SWITCH INTERLOCKED PARTITION. SEE SHEET 3.1 FOR STUD WITH THE SUPPLY FAN. SEE SPACING AND FRAMING REQUIREMENTS. EQUIPMENT SCHEDULE FOR A/C SHEATH BOTH FACES 4JITH 1 "' �'VPSUM UNIT SIZING. PROVIOE FIRESTAT �L WALLBOARD. r- 'r IN Re-rufU,J AIR. 8 2. RUN A 1-1/4" PVG - 05. ALUMINUM THRESHOLD. PROVIDE ALUMINUM ij hz j �„ CONDENSATE DRAIN LINE RISER IN THRESHOLD WITH VINYL SEAL BENEATH ALL WALL. PROVIDE A 3/4" PVG. EXTERIOR DOORS. CONDENSATE RUNOUT WITH A P- `a A U TRAP FROM AHU TO RISER. 06. CLOSET SHELF. PROVIDE VINYL COATED , WIRE SHELVING SYSTEM AT CLOSET AND 15 UTILITY LOCATION, MOUNTED 5'-0 ABOVE 22 FINISHED FLOOR. USE CLOSET MAID OR 3. RUN REFRIGERANT LINES DOWN IN APPROVED EQUIVALENT. /5 2- WALL TO PVC CONDUITS UNDER 07• I ALUMINUM WINDOW. PROVIDE SINGLE HUNG � GROUND TO CONDENSING UNITS. ALUMINUM WINDOWS AT LOCATIONS SHOWN o jo Rouse WITH 1 X WOOD SILLS. SEE WINDOW I _ 4 WQ i' P�.t��l.SCHEDULE LOCATE DUCTWORK ABOVE DROPPED AND DETAILS. J CEILING . 08. BAR COUNTERTOP. PROVIDE PLASTIC ' 5 ` PROVIDE PVC CONDUIT SIZES AS LAMINATE COVERED BAR COUNTERTOP MOUNTED REQUIRED FOR REFRIGERANT APPROXIMATELY 42" ABOVE FINISHED FLOOR. i To 5E IWl 5TAU_69 oil I;ACK ft,009. PIPING. FILL ONE FOOT LENGTH .- o ACROSS I^RoMFL.AWMR ,•. OF CONDUIT WITH FOAM INSULA- 09. KITCHEN AND BATH COUNTERTOPS. PROVIDE 100 5-1 o TION AND SEAL WITH GLAS FAB PLASTIC LAMINATE KITCHEN AND BATH 8 XG� AND MASTIC. PROVIDE A 45 'COUNTERTOPS ATTACHED TO BASE CABINETS. . DEGREE TURN UP THRU SLAB TO HVAC LOCATIONS. COORDINATE 10. BASE CABINETS. SEE INTERIOR ELEVATIONS LOCATION OF PENETRATION THRU AND SPECIFICATIONS, SLAB PRIOR TO FINAL CONCRETE PLACEMENT (TYPICAL) . 11. WALL CABINETS. SEE INTERIOR ELEVATIONS AND SPECIFICATIONS. \�\� 6. PROVIDE A 4 " CONCRETE HOUSE- KEEPING PAD FOR CONDENSING .12• MEDICINE CABINET. PROVIDE RECESSED UNITS. ALLOW CLEARANCE MIRROR MEDICINE CABINET WITH CONCEALED -- BETWEEN PAD AND BUILDING AS HINGE, 16" X 22" MINIMUM. REQUIRED FOR CONDENSING UNITS AND UNDERGROUND REFRIGERANT13. TOWEL BARS. CERAMIC TILE WITH PLASTIC LINE PLACEMENT BAR AT BATH AND SHOWER.. CHROME AT k % OTHER LOCATIONS. 7. PROVIDE A 4" RD. METAL EXHAUST DUCT TO ROOF CAP, 14. TOILET PAPER DISPENSER. XA ' 24"x 12" RLTURN AIR LOUvERED 15. MIRROR. PROVIDE POLISHED PLATE MIRROR DOORS ��' FROM BACKSPLASH TO 6'-0 ABOVE FINISHED WALL PANED' FLOOR, WIDTH TO BACKSPLASH WIDTH LESS 1/2 REQUIRE PROVIDE CONCEALED CLIPS AS PLUMBING SHEET NOTES 0 l , a TO NUbE PANEL. 1. RISE WITH A 2" WASTE AND A r VIN PHUDEELL 1-1/2" VENT TO 2ND FLOOD. 2. RISE WITH A 1-1/2" VENT TO 2ND ---- - �---__ FLOOR. 3. PIPE UNDER FLOOR. ' I 9 f z�-/yo l �5v El FAR PERMIT ' 4. SEE SANITARY RISER DIAGRAMS LN FOR LAYOUT AND SIZES OF SANITARY AND VENT PIPING. 5. RISE WITH A 3" WASTE TO 2ND FLOOR. 6. SEE BUILDING PLANS FOR I I ,I .I ICI Il(, f`.I CONTINUATION. 7, TAP DRAIN PAN LINE INTO 1-1/4" 04f ndo DRA I ri LINE RISER . REFER TO ■ , , IIVAC NOTE 2. .4,1 Y ✓ 8. SEE DOMESTIC WATER RISER DIAGRAMS FOR PIPING SIZES. 9. 'r'IPING LAYOUT IS MIRROR IMAGE OF LAYOUT SHOWN. PLACID LAKE --7:0 APARTMENTS dT, I(14I.00 FLOOR PLANS DIM.,. REF., 4l ELEC. & MECH ■ UNIT R .a 4 14 t 00 00 00 00 00 00 00 00 00 00 o 0 00 00 00 00 nv 00 00 00 CID 0 00 00 00 Lmm a e j EFE E�IC�.- rMOK iLAN 1 NOTES, ALL FIRST FLOOR UNITS ARE TO BE HANDICAP ACCESSIBLE AND ADAPTABLE. )jDIMENSION/ PLt1�161NG - FLNR PLAN_ I /4 11 -- V- 0 UNIT C : 701 SQ.FT, GROSS 661 SD. FT. NET C F 1r ;I EFIERG KOC'H ASSOCIATES, P A These documents and their contents are the property of Fugleberg Koch Associates .n t :ire issued only for the specific protect noted on these drawings Any reproductions, revisions, or modifications of these documents Klthout the expressed written consent of Fugleberg Koch Associates is prohibited by law NOTE EACH APARTMENT BUILDING SHALL BE PROVIDED WITH A RESIDENTIL=IL SPRINKLER SYSTEM DESIGNED BY A FLORIDA REGISTERED ENGINEER. CONTRACTOR SHALL SUBMIT SEALED PLANS COMPLYING WITH CITY OF SANFORD ORDINANCES AND CODES: -- 16. DgoPPED 5orfIT To 8-o. u5e, WooD flzAMe CON5TRoc- TIOR. 10P FL-ooF{ OML. ELECTRICAL FLOOR PLAN 1/4" = 1' 6 110-M6 : MOUNT ELECTRICAL OUTLETS AT 18" A.F.F. AND SWITCHES AT 42" A.F.F. IN ALL FIRST FLOOR UNITS FOR HANDICAP ACCESSIBILITY. 3 -FLOOR PLAN u':. TYPICAL EXTERIOR WALL. SEE SHEET 3.1 FOR STUD SPACING AND FRAMING 17. WASHER AND DRYER. REQUIREMENTS. SHEATH INTERIOR FACE WITH 5/8" TYPE "X" GYPSUM WALLBOARD AND 18. DROPPED SOFFIT. DROPPED SOFFIT TO 7'-0 EXTERIOR WITH 3/8" EXTERIOR FINISH WOOD FRAME CONSTRUCTION SYSTEM OVER GALVANIZED EXPANDED METAL LATH OVER 1/2" EXTERIOR SHEATHING. 19. HANDICAPPED UNITS. PROVIDE, 2'-8 DOORS PROVIDE METAL DIAGONAL STRAP AND 1/2" TO BEDROOM, BATHROOM AND CLOSET AT ALL EXTERIOR SHEATHING AT ALL EXTERIOR FIRST FLOOR HANDICAPPED ACCESSIBLE CORNERS. PROVIDE 3-1/2" R-11 UNITS. SWING DOOR AS SHOWN. 'PROVIDE FIBERGLASS BATT INSULATION. PRDVIDl; HANDICAP ACCESSIBLE REQUIREMENTS PER VAPOR OARRIeg ov6R Y," >;XT SHEATHING. FLORIDA STATE HANDICAP CODES. 02. TYPICAL INTERIOR LOAD BEARING' COORDINATE 4JITH SITE PLAN FOR UNIT PARTITION. SEE SHEET 3.1 FOR STUD ITIONS. SPACING AND FRAMING REQUIREMENTS. SHEATH BOTH FACES WITH 5/8" TYPE "X" >T USED GYPSUM WALLBOARD. 1 HOUR ASSEMBLY SING. SINGLE SHELF WITH ONE ROD AT SIMILAR TO U.L. DESIGN #U305. i A.F.F. WITH HORZ. SHE RACK BELOW 03. TYPICAL TENANT SEPARATION WALL. SEE NDICATED. ON OPPOSITE SIDES t SHEET 3.1 FOR STUD -SPACING AND FRAMING 'IDE ONE (1) ROD AND SHELF AT 3'-L REQUIREMENTS. STAGGER DOUBLE STUD WALL F. AND THE SECOND AT 6'-0 A.F.F. AND PROVIDE 1 LAYER 3-1/2" FIBERGLASS BATT INSULATION. SHEATH BOTH FACES N SHELVES 12" SHELVES EQUALLY WITH 5/8" TYPE "X" GYPSUM (WALLBOARD. ED CLOSET MAID OR EQUIVALENT. ASSEMBLY TO PROVIDE 1 HR. FIRE RESISTANCE RATING PER APPENDIX "P" 1985 ATTIC ACCESS. FRAME OPENING BETWEEN EDITION SBCCI INSTALL WATER RESISTANT TRUSS BOTTOM CHORDS,* MINIMUM 22" X WALLBOARD AT BATH TUB AND SHOWER 36". CASE OPENINGS WITH MATCHING -TRIM LOCATIONS. 3N ALL SIDES. PROVIDE CLOSURE OF SAME04. TYPICAL INTERIOR NON -LOAD BEARING 'MATERIAL AND FINISH `AS ADJACENT ,EILING.. PARTITION. SEE SHEET 3.1 FOR STUD SPACING AND FRAMING REQUIREMENTS. SHEATH BOTH FACES WITH 1/2" GYPSUM le'6FG WALLBOARD. 05.. ALUMINUM THRESHOLD. PROVIDE ALUMINUM LOWBOY WATER HEATER TO BE PLACED UNDER THRESHOLD WITH VINYL SEAL BENEATH ALL A/C UNIT. EXTERIOR DOORS. 06. CLOSET SHELF. PROVIDE VINYL COATED 4JIRE SHELVING SYSTEM AT CLOSET AND UTILITY LOCATION, MOUNTED 5'-0 ABOVE FINISHED FLOOR. USE CLOSET MAID OR APPROVED EQUIVALENT. 07. ALUMINUM WINDOW. PROVIDE SINGLE HUNG ALUMINUM WINDOWS AT LOCATIONS SHOWN WITH 1 X WOOD SILLS. SEE WINDOW I SCHEDULE AND DETAILS. 08. BAR COUNTERTOP. PROVIDE PLASTIC LAMINATE COVERED BAR COUNTERTOP MOUNTED APPROXIMATELY 42"ABOVE FINISHED FLOOR. 09. KITCHEN AND BATH COUNTERTOPS. PROVIDE PLASTIC LAMINATE KITCHEN AND BATH COUNTERTOPS ATTACHED TO BASE CABINETS. 10. BASE CABINETS. SEE I AND SPECIFICATIONS. NTERIOR ELEVATIONS 11. WALL CABINETS. SEE INTERIOR ELEVATIONS AND SPECIFICATIONS. 12. MEDICINE CABINET. PROVIDE RECESSED MIRROR MEDICINE CABI= -_ i '�!J H CONCEALED HINGE, 16" 'A 22" MINIMUM. 13. TOWEL BARS. CERAMIC TILE WITH PLASTIC BAR AT BATH AND SHOWER. CHROME AT OTHER LOCATIONS. 14. TOILET PAPER DISPENSER. 15. MIRROR. PROVIDE POLISHED PLATE MIRROR FROM BACKSPLASH TO 6'-0 ABOVE FINISHED FLOOR, WIDTH TO BACKSPLASH WIDTH LESS 1/2". PROVIDE CONCEALED CLIPS AS REQUIRED. NOTE: SHEET 4.1 FOR HVAC NOTES I 9/i�-lyo 155u�� Fon PER,N�r ^!( Dale aw: �Sui" ;JFSC' ph0•, �)�%tjrrin 1 �ftllfts .�Iflbnut•ttr' . �305) 629 U59F �'a' Mvlwey =� ,�a Suta- K �di.t., 5134 ' 1214-458 69n1 2` h A1r. S„ lF Me"u.�•��e '. U901 305, '68 788' PLACID LAKE ' . 4U' APARTMENTS Datr -z rj U P.f I V/ 4 1 . OO FLOOR PLANS DIM. REF & WECH. 40Z UNIT C of I i 9 e� e� G G m e E)e 0eeG 1 e e ee 00 ee CD 0 ee 00 ee G 0 ee 00 00 mm 00 00 ee EJ 0 d• Tr rr W Y O 03 Gov k 5 F-L-f Tol use << C-0N l&uV_A-nTN kl HAND PP A4S4_ �t GO ffFERENCE - FLOOR PLAN I. 11'- 4 I. 11 8 91- O 4'- 4 I. 4` O DIMEMSION /PLI1M61NG - FLNR FLAN-- 1/ 4 I' D UNIT D : 949 SQ.FT. GROSS 903 SO. FT. NET m l SSS-69085 © FUGLEBERC KOCH ASSOCIATES, P.A. These documents and their contents are the property of Fugleberg Koch Associates and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents without the expressed written consent of Fugleberg Koch Associates is prohibited by law. 'EACH EACH APARTMENT BUILDING SHALL WITH A RESIDENTIAL SPRINKLER SYS' BY A FLORIDA REGISTERED CONTRACTOR SHALL SUBMIT SE. COMPLYING WITH CITY OF SANFORD AND CODES. MOUNT ELECTRICAL OUTLETS AT 1811 SWITCHES 'AT 42" A. F•. F. IN ALL F: UNITS FOR HANDICAP ACCESSIBILITY 14 FDR bMONP ROOK AT PLANTER ONLY NOTE: SEE SHEET 4.1 FPF1 HVAC NOTES 16 DRoPPf,D 5of lT'To 8 Ol, U5E WooP tLLE��CAL - FLOOR PLAN �or�isi�u�-rlou. -1 OF ONLY.. N(�'�����; 41. TYPICAL EXTERIOR WALL. SEE SHEET 3'.. FOR STUD SPACING AND FRAMING REQUIREMENTS. `SKFATH INTERIOR FACE WITH 5/8 TYPE X' ' uT'PSUM 4IALLBOAKV.. AND EXTERIOR WITH 3/8" EXTERIOR FINISH SYSTEM OVER GALVANIZED EXPANDED METAL LATH OVER 1/'L" EXTERIOR SHEATHING PROVIDE METAL DIAGONAL STRAP AND 1/2" EXTERIOR: SHEATHING AT ALL EXTERIOR CORNERS. PROVIDE 3-1/2" R'Al FIBERGLASS BATT INSULATION. P?,Gviv6 (a NIL. VAPOR BARRIER oVEK YZ" -E�l 5iAfbAT1-> 1NG. 02. TYPICAL INTERIOR LOAD BEARING PARTITION. SEE SHEET 3.1 FOR STUD SPACING AND FRAMING REQUIREMENTS. SHEATH BOTH FACES WITH 5/8" TYPE "X''' GYPSUM WALLBOARD. 1 HOUR ASSEMBLY SIMILAR TO U.L. DESIGN #U305. 03. TYPICAL TENANT SEPARATION WALL. SEE SHEET 3.1 FOR STUD SPACING AND FRAMING ' REQUIREMENTS. STAGGER DOUBLE STUD WALL - AND PROVIDE 1 LAYER 3-1/2" FIBERGLASS t' BATT INSULATION. SHEATH BOTH FACES WI-(H 5/8" TYPE "X" GYPSUM WALLBOARD. ASSEMBLY TO PROVIDE 1 HR. FIRE RESISTANCE RATING PER APPrNDIX "P" 1985 EDITION SBCCI INSTALL WATER RESISTANT ' WALLBOARD AT BATH TUB AND SHOWER LOCATIONS. j� XA , 04. TYPICAL INTERIOR NON -LOAD BEARING - PARTITION. SEEISHEET 3.1 FOR STUD SPACING AND FRAMING REQUIREMENTS. TO HOl1SE SHEATH BOTH FACES WITH 1/2" GYPSUM ` PANEL WALLBOARD. 05. ALUMINUM THRESHOLD. PROVIDE ALUMINUM THRESHOLD WITH VINYL SEAL BENEATH ALL EXTERIOR DOORS. 06. CLOSET SHELF. PROVIDE VINYL COATED WIRE SHELVING SYSTEM AT CLOSET AND UTILITY LOCATION, MOUNTED 5'-0 ABOVE FINISHED FLOOR. USE CLOSET MAID OR APPROVED.EQUIVALENT. Z o 07. ALUMINUM WINDOW. PROVIDE, SINGLE HUNG ALUMINUM WINDOWS AT LOCATIONS SHOWN To HOUS6 WITH 1 X WOOD SILLS. SEE WINDOW SCHEDULE AND DETAILS. i� 08. BAR COUNTERTOP. PROVIDE PLASTIC LAMINATE COVERED BAR COUNTERTOP MOUNTED `l APPROXIMATELY 42" ABOVE FINISHED FLOOR. 't 09. KITCHEN AND BATH COUNTERTOPS. PROVIDE To gE 1fJsTAu Ev ON EAct1 PLASTIC LAMINATE KITCHEN AND BATH fLOoiZ, AGRoSS FRovA COUNTERTOPS ATTACHED TO BASE CABINETS. PLAUTEP, oN �tRST Fl.. 10. BASE CABINETS. SEE INTERIOR ELEVATIONS AND SPECIFICATIONS. 11. WALL CABINETS. SEF INTERIOR ELEVATIONS AND SPECIFICATIONS. 12. MEDICINE CABINET. PROVIDE RECESSED MIRROR. MEDICINE CABINET WITH CONCEALED HINGE, 16" X 22" MINIMUM. 13. TOWEL ,BARS. CERAMIC _[:l;_E WITH PLASTIC BAR AT BATH AND SHOWER. FHZOME AT OTHER LOCATIONS. 14. TOILET PAPER DISPENSER. 15. MIRROR. PROVIDE POLISHED PLATE MIRROR FROM BACKSFLASH TO 6'-0 ABOVE FINISHED FLOOR, WIDTH TO BACKSPLASH WIDTH LESS 1/2". PROVIDE CONCEALED CLIPS AS REQUIRED. /r i 1'J (Oils[ t;'LEL v I� rf1-i[) ro C E l L `1/1,4190 1,�,5VE17 Fog PEel�ffi rli' �1.111' 1(1'l 1'�I(II1111"�I I1�1111111 IL :iti:iz(; hex :i i ..\Ile ■ 255` 4•ni{,I.' ' •ad Winter Pao, f ( 32,'8) (305) 629 0595 137,10 Midway Ro,td Suite' 611 Dallas. I 75234 (214) 158-6943 PPED SOFFIT TO 7' -0 251A New Haven Ave Su:ie F Melbourne. F(. 32901 (305) 768.7887 ION. I r1ANPICA1'I'LU UNI 15. PROVIDE 2' -8 DOORS Dr 22. LOWBOY WATER HEATER TO BE PLACED'UNDER TO tJ-;DROOM, BATHROOM AND CLOSET AT ALL 24. ATTIC ACCESS. FRAME OPENING BETWEEN 'A/C.UNIT'. _ FIRST FLOOR HANDICAPPED ACCESSIBLE Ck TRUSS BOTTOM CHORDS, MINIMUM 22" X 23 LINEN CABINET. 24"x 24�I WALL UNITS. SWING DOOR AS SHO<IN. PROVIDE PLACID LAKE 36•. CASE OPENINGS WITH MATCHING TRIM HANDICAP ACCESSIBLE REQUIREMENTS PER APARTMENTS �p p ON ALL SIDES. PROVIDE CLOSURE OF SAME FLORIDA STATE HANDICAP CODES. Date MATERIAL AND FINISH AS ADJACENT COORDINATE WITH SITE PLAN FOR UNIT pro, t CEILING. LOCATIONS. I (o41-oo �-V A C- FLOOR 0 0 R PLAN 20. t oGATE ou'ri e"T oil FIRST �L' AGKo5S, 3 ---- fpcm pLANTEg. FLOOR PLANS 21: SHELVING, SI - S HNE ROD' ' DIM. REF.) 43 { AT 5 -0 A.F. T OE RACK OSITE SIDES ELE6. & MECH. SHELF: 1 X WOOD SHELF WITH 1/2 ROUND EDGE PRO 1A ( CUNIT D of AND 1" DIAMETER WOOD ROD. T E SE OND A 6'-0" . �- `a (D m G ED G ED G (@ ee G G m e m (D E) m Ge e e CD G eo GO ee G ED e,e me ee mo ee mo ee �m W d m CD m �to /� � REFERENCE -FLOOR PLAN 5 7 , RD)CNiRr I I I7�n L 19. LII/�N� BEDROOM � � � • r- �; 04. SHE KAEK JD" 00 15. F 1 cn I IB ► l8 3 a I:' .. TW DINING r ?. CAKPEI 18 so=�1Ts ro 8;: -BATH I :•:. :`:: it4D 23 � 12. t0 0`l. ...... ir.1� _ BEDROOM # 2 aO 2 R25 f ' m ,tn 45 5 I t III III'��� m� SSS - 690855 EM 5T0. II II 5ALCON Y II It 10 I 09 2 1 7.E- 71 �\' 00 - - N T O I � . J I i I �O II II i QO +5 ° CU Z q", 6� 10 l3 14 ,i 10'-8 3 0 2-- 8 ,1 17'4 J31-8 QC FUGLEBERG KOCII ASSOCIATES, P.A. These documents and their contents are the property of Fugleberg Koch Associates and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents without the expressed written consent of Fugleberg Koch Associates is prohibited by law. 0 i UNITE : 9 7 1 Z DIMENSION/PL�MBING9FLOOR PLAN_ 11 ""'VnICAL- PLER PLAN I Ncrrrs - ----- 01. TYPICAL EXTERIOR WALL. SEE SHEET 3.1 16. DROPFE.D 5DFf-I T TO 6•0. Use Woop FRAME CoN51RUGTIou. To? >%I.00R oNt,Y, FOR STUD SPACING AND FRAMING REQUIREMENTS. SHEATH INTERIOR FACE WITH 5/8" TYPE ";;" GYPSUM WALLBOARD AND EXTERIOR WITH 3/8" EXTERIOR FINISH SYSTEM OVER GALVANIZED EXPANDED METAL - LATH OVER 1/2" EXTERIOR SHEATHING. 17. WASHER AND DRYER. PROVIDE METAL DIAGONAL STRAP AND 1/2" EXTERIOR SHEATHING AT ALL EXTERIOR 18. MOPPED SOFFIT. DROPPED SOFFIT TO 7'-0 CORNERS. PROVIDE 3-1/2" R-11 FIBERGLASS BATT INSULATION, FaovwE WOOD FRAME CONSTRUCTION. (1, M(t,• Vk?09 BARMIER oVEK Yi' �xt sxEATt4INC7. 19. HANDICAPPED UNITS. PROVIDE 2'-8 DOORS 02. TYPICAL INTERIOR LOAD BEARING PARTITION. SEE SHEET 3.1 FOR STUD TO BEDROOM, BATHROOM AND CLOSET AT ALL SPACING AND FRAMING REQUIREMENTS. FIRST FLOOR HANDICAPPED ACCESSIBLE SHEATH BOTH FACES WITH 5/8" TYPE "X" UNITS. SWING DOOR AS SHOWN. PROVIDE GYPSUM WALLBOARD. 1 HOUR ASSEMBLY HANDICAP ACCESSIBLE REQUIREMENTS PER SIMILAR TO U.L. DESIGN #U305. FLORIDA STATE HANDICAP CODES. COORDINATE WITH SITE PLAN FOR UNIT 03. TYPICAL TENANT SEPARATION WALL. SEE LOCATIONS. SHEET 3.1 FOR STUD SPACING AND FRAMING REQUIREMENTS. STAGGER DOUBLE STUD WALL AND PROVIDE 1 LAYER 3-1/2" FIBERGLASS BATT INSULATION. SHEATH BOTH FACES WITH 5/8" TYPE "X" GYPSUM WALLBOARD. TO HOUSE PANEL VIA PHOTOCELL ASSEMBLY TO PROVIDE 1 HR. FIRE _ RESISTANCE RATING PER APPENDIX "P" 1985 EDITION SBCCI INSTALL WATER RESISTANT WALLBOARD AT BATH TUB AND SHOWER LOCATIONS. tND'M lu ner V6 i 04. TYPICAL INTERIOR NON -LOAD BEARING 20. NOT USED. PARTITION. SEE SHEET 3.1 FOR STUD `1 SPACING AND FRAMING REQUIREMENTS. 21. SHELVING. SINGLE SHELF WITH ONE F,c,O AT SHEATH BOTH FACES WITH 1/2" GYPSUM �i 5'-0 A.F.F. WITH HORZ. SHOE RACK BELOW WALLBOARD. I AS INDICATED. ON OPPOSITE SIDES I PROVIDE ONE (1) ROD AND SHELF AT 3'-0 � 05. ALUMINUM THRESHOLD. PROVIDE ALUMINUM `I A..F.F. AND THE SECOND AT 6 -0 A.F.F. THRESHOLD WITH VINYL SEAL BENEATH ALL 11 ClJ - 5 EXTERIOR DOORS. 22. LINEN SHELVES 12" SHELVES EQUALLY SPACED -CLOSET MAID OR EQUIVALENT. 06. CLOSET SHELF. PROVIDE VINYL COATED 23. LINEN GANNET. 24'I XZ411 WALL WIRE SHELVING SYSTEM AT CLOSET AND UTILITY LOCATION, MOUNTED 5' -0 ABOVE AaIN ET. FINISHED FLOOR. USE CLOSET MAID OR APPROVED EQUIVALENT. 24'. "ATTIC ACCESS.' FRAME OPENING BETWEEN 07. ALUMINUM WINDOW. PROVIDE SINGLE HUNG TRUSS BOTTOM CHORDS, MINIMUM 22" X ALUMINUM WINDOWS AT LOCATIONS SHOWN 36". CASE OPENINGS WITH MATCHING TRIM WITH 1 X WOOD SILLS. SEE WINDOW ON ALL SIDES. PROVIDE CLOSURE OF SAME SCHEDULE AND DETAILS. MATERIAL AND FINISH AS ADJACENT CEILING. 08. BAR COUNTERTOP. PROVIDE PLASTIC LAMINATE COVERED BAR COUNTERTOP MOUNTED LOWBOY WATER HEATER TO BE PLACED UNDER APPROXIMATELY 42" ABOVE FINISHED FLOOR. A/C UNIT: 09. KITCHEN AND BATH COUNTERTOPS. PROVIDE PLASTIC LAMINATE KITCHEN AND BATH ARE TO BE HANDICAP COUNTERTOPS ATTACHED TO BASE CABINETS. LE. 10. BASE CABINETS. SEE INTERIOR ELEVATIONS AND SPECIFICATIONS. NG SHALL BE PROVIDED *LER SYSTEM DESIGNED 11. WALL CABINETS. SEE JN TERIOR ELEVATIONS _GISTERED ENGINEER. AND'SPECIFICATIONS. JBMIT SEALED PLANS 1F SANFORD ORDINANCES 12. MEDICINE CABINET. PROVIDE RECESSED MIRROR MEDICINE CABINET WITH CONCEALED HINGE, 16" X 22" MINIMUM. S AT 18" A.F.F. AND 13. TOWEL BARS. CERAMIC TILE WITH PLASTIC IN ALL FIRST FLOOR BAR AT BATH AND SHOWER. CHROME AT SSIBILITY. OTHER LOCATIONS. 14. TOILET PAPER DISPENSER. 15. MIRROR. PROVIDE POLISHED PLATE MIRROR FROM BACKSPLASH TO 6'-0 ABOVE FINISHED FLOOR, WIDTH TO BACKSPLASH WIDTH LESS . PROVIDE CONCEALED CLIPS AS REQUIRED. 3 FU(31,LBI:RG Kocl-I ARCI H 'EC-I`5 Orlando Dallas Melbourne IN 2555 Temple trail, Winter Park, FL 32789 (305) 629-0595 13740 Midway Road, Suite 611, Dallas, TX 75234 (214) 458-6943 25 W. New Haven Ave., Suite F, Melbourne, FL 32901 (305) 768-7887 Dr PLACID LAKE ` Ck APARTMENTS Apr' Date 10 Prc; l (041.00 FLOOR PLANS DIM., REF., 4m4' ELEC. & MECH. UNIT E of 6 'A 0 IF k 66 w Q m V� a m SSS-69085 4 0 u DIMENSION - FLOOR FLAM, UNIT F : 1074 SQ.FT. GROSS 1024 SQ. FT. NET U FUGLEBERG KOCH ASSOCIATES, P.A. These documents and their contents are the property of Fugleberg Koch Associates and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents without the expressed written consent of Fugleberg Koch Associates is prohibited by law. K-4 uoT'�: EACH APARTMENT BUILDING SHALL BE PROVIDED WITH A RESIDENTIAL SPRINKLER SYSTEM DESIGNED BY A FLORIDA REGISTERED . ENGINEER, CONTRACTOR SHALL SUBMIT SEALED PLANS COMPLYING WITH CITY OF.SANFORD ORDINANCES AND CODES. ALL FIRST FLOOR UNITS ARE TO BE HANDICAP ACCESSIBLE AND ADAPTABLE. ' `16. DRoPP�D Sof�IT. To: 8o USE WooD I%RAM� CoNSTiZUGTIo}I. Tod' �l.00{Z oNL(', 2 LAYERS S 1b" TYPE' X' GYP. W. A.F.F. ' I I R.F.F. I/21,DRYWALL LIGHT FIXNRE DETAILATTDP FLDDR ENTRY 43- 8 ftEFCRC�UCE FLOOR PLAN o-.ro 17. WASHER AND DRYER. 18. DROPPED SOFFIT. DROPPED SOFFIT TO 7'-0 WOOD FRAME CONSTRUCTION. 19. HANDICAPPED UNITS. PROVIDE 2'-8 DOORS TO BEDROOM, BATHROOM AND CLOSET AT ALL FIRST FLOOR HANDICAPPED ACCESSIBLE UNITS. SWING DOOR AS SHOWN. PROVIDE HANDICAP ACCESSIBLE REQUIREMENTS PER FLORIDA STATE HANDICAP CODES. COORDINATE WITH SITE PLAN FOR UNIT LOCATIONS. 20, NOT USED. 21. SHELVING. SINGLE SHELF WITH ONE ROD AT 5'-0 A.F.F. WITH HORZ. SHOE RACK BELOW AS INDICATED. ON OPPOSITE SIDES PROVIDE ONE (1) ROD AND SHELF AT 3'-0 -A.F.F. AND THE SECOND AT 6'-0 A.F.F. 22. LINEN SHELVES 12" SHELVES EQUALLY SPACED CLOSET MAID OR EQUIVALENT.. i? i I�ii 1.1 fIEN I Ei< Ti) bt PLHI.tu UIVULR , FRAME OPENING BETWEEN `1 CHORDS, MINIMUM 22" X PENINGS WITH MATCHING TRIM . PROVIDE CLOSURE OF SAME ID FINISH AS ADJACENT N()"rEs 01. TYPICAL EXTERIOR WALL. SEE SHEET 3.1 FOR STUD SPACING AND FRAMING REQUIREMENTS. SHEATH INTERIOR FACE WITH 5/8" TYPE "X" GYPSUM WALLBOARD AND EXTERIOR WITH 3/8" EXTERIOR FINISH SYSTEM OVER GALVANIZED EXPANDED METAL LATH OVER 1/2" EXTERIOR SHEATHING. PROVIDE METAL DIAGONAL STRAP AND 1/2" EXTERIOR SHEATHING AT ALL EXTERIOR CORNERS. PROVIDE 3-1/2" R-11 FIBERGLASS BATT INSIII_ATION. PROVIDE 6 MIL, VAFoR $A�KRI6R C)Ve;R `/Z' ExT. su aT�tttl�. 02. TYPICAL INTERIOR LOAD BEARING PARTITION. SEE SHEET 3.1 FOR STUD SPACING AND FRAMING REQUIREMENTS. SHEATH BOTH FACES WITH,5/8" TYPE "X" GYPSUM WALLBOARD. 1 HOUR ASSEMBLY SIMILAR TO U.L. DESIGN NU305. 03•. TYPICAL TE4'--,NT SEPARATION WALL. SEE F SHEET 3.1 FOR STUD SPACING AND FRAMING REQUIREMENTS. STAGGER DOUBLE STUD WALL AND PROVIDE 1 LAYER 3-1/2" FIBERGLASS BATT INSULATION. SHEATH BOTH FACES WITH 5/8" TYPE "X" GYPSUM WALLBOAR&. ASSEMBLY TO PROVIDE 1 HR. FIRE RESISTANCE -RATING PER APPENDIX °P" 1985 EDITION SBCCI INSTALL WATER RESISTANT WALLBOARD AT BATH TUB AND SHOWER LOCATIONS. 04. TYPICAL INTERIOR NON -LOAD BEARING PART)TION. SEE SHEET 3.1 FOR STUD SPACING AND FRAMING REQUIREMENTS. SHEATH BOTH FACES WITH 1/2",GYPSUM WALLBOARD. 05. ALUMINUM -THRESHOLD. PROVIDE ALUMINUM THRESHOLD WITH VINYL SEAL BENEATH ALL EXTERIOR DOORS. 06. CLOSET SHELF. PROVIDE VINYL COATED WIRE SHELVING SYSTEM AT CLOSET AND UTILITY LOCATION, MOUNTED 5'-0 ABOVE FINISHED FLOOR. USE CLOSET MAID OR APPROVED EQUIVALENT. 07. ALUMINUM WINDOW. PROVIDE SINGLE HUNG ALUMINUM WINDOWS AT LOCATIONS SHOWN WITH 1 X WOOD SILLS. SEE WINDOW SCHEDULE AND DETAILS. F 08. BAR COUNTERTOP. PROVIDE PLASTIC LAMINATE COVERED BAR COUNTERTOP MOUNTED APPROXIMATELY 42" ABOVE FINISHED FLOOR. 09. KITCHEN AND BATH COUNTERTOPS. PROVIDE PLASTIC LAMINATE KITCHEN AND BATH COUNTERTOPS ATTACHED TO BASE CABINETS. 10. BASE CABINETS. SEE INTERIOR ELEVATIONS AND SPECIFICATIONS. 11. WALL CABINETS. SEE INTERIOR ELEVATIONS AND SPECIFICATIONS. 12. MEDICINE CABINET. PROVIDE RECESSED MIRROR MEDICINE CABINET WITH CONCEALED HINGE, 16" X 22" MINIMJM. 13. TOWEL BARS. CERAMIC TILE WITH PLASTIC BAR AT BATH AND SHOWER. CHROME AT OTHER LOCATIONS. i 14. TOILET PAPER DISPENSER. ,I 15. MIRROR. PROVIDE POLISHED PLATE MIRROR FROM BACKSPLASH TO 6'-0 ABOVE FINISHED FLOOR, WIDTH TO BACKSPLASH W mTH IFV, 112". REQUIRED. PROVIDE CONCEALED CLIPS AS I 1 Z-41 ja 1 �i .vEP >%az PEz? t f rr No Date Revision Description -0 F1*(;l,I,'1m1.-w; Kcx:E i Aw:f i ,ri," rs 01•lando . 1)(111as .' k/botcl•»f, 6 2555 temple trail. Winter Park, FL 32789 (305) 629-0595 13740 Midway Road Suite 611. Dallas. rX 75234 (214) 458-6943 25 W New Haven Ave, Suite F, Melbourne, FL 32901 (305) 768-7887 PLACID LAKE, APART-M- ENTS Dr Ck -� G Apr ' Date C , Gf FLOOR PLANS DIM. & REF.Am5 UNIT F of 4 i .,.... . ...,wow _.,. , (Dm eo . GG e ED ee G 0 ee ee ee 00 00 00 00 00 o� c� o CD C(D 0.0 e; CD �c oC orr-,N 0 C 'W V / MQ W 4>() r Q >- LL W Y C SSS-69085 © FUGLEBERG KOCH ASSOCIATES, P.A. These documents artd their contents are the property of Fugleberg Hoch Associates and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents without the expressed written consent of Fugleberg Koch Associates is prohibited by law. 7 } a �(D (D A (@ (D (D (D (D (D �@ • P C (D (B (D F H t 1 2 3 4. UNIT CALCULATIONS UNIT A UNIT B UNIT C GEN. LTG. (580 x 3) 1,740 GEN. LTG. (648 x 3) 1, 944 GEN. LTG. (661 x 3) 1, 983 APPLIANCE CKTS 3,000 APPLIANCE CKTS 3,000 APPLIANCE CKTS 3,000 LAUNDRY CKTS 1,500 LAUNDRY CKTS 1,500 LAUNDRY CKTS 1,500 DISPOSAL 1,000 DISPOSAL 1,000 DISPOSAL 1,000 RANGE 8, 000 RANGE 8, 000 RANGE 8, 000 DISHWASHER 1,200 DISHWASHER 1,200 DISHWASHER 1,200 REFRIGERATOR 1,200 REFRIGERATOR 1,200 REFRIGERATOR 1,200 WATER HEATER 4,500 WATER HEATER 4,500 WATER HEATER 4.500 DRYER 5,000 DRYER 5,000 DRYER 5,000 TOTAL 27, 140 TOTAL 27, 344 TOTAL 27, 383 10 KW @ 100% 10. 0 10 KW @ 100% 10. 0 10 KW @ 100% 10.0 17. 1 KW @ 40% 6. 8 17. 3 KW @ 40% 6. 9 17. 4 KW @ 40% 6. 9 SUBTOTAL 16.8 KW SUBTOTAL 16.9 KW SUBTOTAL 16.9 KW HEATING @ 65% 3. 3 KW HEATING @ 65% 3. 3 KW HEATING @ 65% 3. 3 KW 20.1 KW 20.2 KW 20.2 KW AMPS @ 240V , 1 PHASE = 83.0 AMPS AMPS @ 240V , 1 PHASE = 84. 2 AMPS AMPS @ 240V , 1 PHASE = 84. 2 AMPS TOTAL CONNECTED = 32.1 KW TOTAL CONNECTED- 32,3 KW TOTAL CONNECTED = 32.3 KW UNIT D UNIT E UNIT F GEN. LTG. (903 x 3) 2, 709 GEN. LTG. (900 x 3) 2, 700 GEN. LTG. (1024 x 3) 3, 072 APPLIANCE CKTS 3,000 APPLIANCE CKTS 3,000 APPLIANCE CKTS 3,000 LAUNDRY CKTS 1,500 LAUNDRY CKTS 1,500 LAUNDRY CKTS 1,500 DISPOSAL 1,000 DISPOSAL 1,000 DISPOSAL 1,000 RANGE 8, 000 RANGE 8, 000 RANGE 8, 000 DISHWASHER 1,200 DISHWASHER 1,200 DISHWASHER 1,200 REFRIGERATOR 1,200 REFRIGERATOR 1,200 REFRIGERATOR 1,200 WATER HEATER 4,500 WATER HEATER 4,500 WATER HEATER 4,500 DRYER 5, 000 DRYER 5, 000 DRYER 5,000 TOTAL 28, 109 TOTAL 28, 100 TOTAL 28,472 10 KW @ 100% 10.0 10 KW @ 100% 10.0 10 KW @ 100% 10.0 18. 1 KW @ 40% 7. 2 18. 1 KW @ 40% 7. 2 18. 4 KW @ 40% 7. 4 SUBTOTAL 17.2 KW SUBTOTAL 17.2 KW SUBTOTAL 17.4 KW HEATING @ 65% 3. 3 KW HEATING @ 65% 3. 3 KW HEATING @ 65% 4. 8 KW 20. 5 KW 20. 5 KW 22. 2 KW AMPS @ 240V , 1 PHASE = 85.4 AMPS AMPS @ 240V , 1 PHASE = 85. 4 AMPS AMPS @ 240V , 1 PHASE = 92. 5 AMPS TOTAL CONNECTED = 33.1 KW TOTAL CONNECTED = 33,1 KW TOTAL CONNECTED = 35.9 KW PANELBOARD SCHEDULES PANEL A PANEL B PANEL C VOLTAGE: 240/12OV, 1 PH, 3W VOLTAGE: 240/12OV, 1 PH, 3W VOLTAGE: 240/12OV, 1 PH, 3W MAINS: 100A, MLO MAINS: 100A, MLO MAINS: 100A, MLO CIRCUIT BREAKER0 F DESCRIPTION SRG IT BREA ER/POLE DESCRIPTION CIRCUIT BREAKER /POLE DESCRIPTION 1-12 20A/1P LIGHTS & RECEPT. 1-12 20A/1P LIGHTS & RECEPT. 1-12 20A/1P LIGHTS & RECEPT. 13 30A/2P DRYER 13 30A/2P DRYER 13 30A/2P DRYER 14 30A/2P WATER HEATER 14 30A/2P WATER HEATER 14 3OA/2P WATER HEATER 15 40A/2P RANGE (#10 WIRE) 15 40A/2P RANGE (#10 WIRE) 15 40A/2P RANGE (#10 WIRE) 16 30A/2P CU '16 30A/2P CU 16 30A/2P CU 17 30A/2P AHU 17 30A/2P AHU 17 30A/2P AHU PANEL D(E) PANEL F VOLTAGE: 240/12OV, 1 PH, 3W VOLTAGE: 240/12OV, 1 PH, 3W MAINS: 1 OOA, MLO MAINS: 100A, MLO CIRCUIT BREAKER /POLE DESCRIPTION CIRCUIT BREAKER/POLE DESCRIPTION 1-12 20A/1P LIGHTS & RECEPT. 1-12 20A/1P LIGHTS & RECEPT. 13 30A/2P DRYER 13 30A/2P DRYER 14 3OA/2P WATER HEATER 14 30A/2P WATER HEATER 15 40A/2P RANGE (##10 WIRE) 15 40A/2P RANGE (#10 WIRE) 16 30A/2P CU 16 30A/2P CU 17 30A/2P AHU 17 5OA/2P AHU (#8 WIRE) APARTMENT LIGHTING FIXTURE SCHEDULE NARK MFG. & CAT.# DESCRIPTION LAMPS MTD VOLTS REMARKS NO.1 TYPE FLUORESCENT WRAP F� CS 120 PROVIDE ENERGY A LITHONIA SB240ES AROUND FIXTURE 2 ( ) SAVINGBALLAST WHITE METAL 1 CS 120 DINNING B PROGRESS P3755-30 CYLINDER A 19 C PROGRESS P3408-30 WHITE 8" DRUM FIXTURE 1 60W (A-19) CS 120 UTILITY/FOYER C1 LEVITON 9875 KEYLESS FIXTURE 1 (A-W9) CS 120 CLOSETS C2 LEVITON 8827-CW1 KEYLESS FIXTURE W/PULLCHAIN 1 6AOW 9) WS 120 D PROGRESS 3298-15 CHROME BATHROOM 4 25W (025) WS 120 MOUNT ABOVE MIRROR BEAUTY BAR E SUPER.IOR LIGHTING WALL MOUNTED GLOBE FIXTURE 1 60W (A-19) WS 120 PATIO MOUNT @ 7' AFF. 179-PC E1 SUPERIOR LIGHTING GLOBE FIXTURE 1 60W (A-19) WS 120 MOUNT @ 7' AFF. 178-OPW F SUPERIOR LIGHTING WHITE GLOBE 1 (6OW A-19) CS 120 BREEZEWAYS 168-OPW G PROGRESS P9-TG/ RECESSED DOWNLIGHT 1 75W CR 120 P6666 W/ BLACK BAFFLE (R-30) LITHONIA EMERGENCY LIGHTS -_ __ CS 120 MOUNT ON CEILING XA ELM-2 W/BATTERY PACK CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT 5 g 7 Moor g 9 10 BUILDING LOAD CALCULATIONS ELECTRICAL LEGEND BUILDING (S)TYPE I LIGHT FIXTURES 6 X B 6 X32. 3 KW = 193. 8 KW 4 X E 4 X33. 1 KW = 132. 4 KW FLUORESCENT FIXTURE, CEILING MOUNTED 326. 2 KW X 0. 43 =140. 3 KW O LIGHTING FIXTURE, CEILING MOUNTED HOUSE PANEL = 8.0 KW LIGHTING FIXTURE, WALL MOUNTED 148. 3 KW SWITCHES AMPS @ 240 V, 1 PH = 617 A S SINGLE POLE SWITCH, MOUNTED @ 48" AFF. 20 UNITS (12-8, 8-E) 2METER CENTER(S) WITH 800 A DISCONNECT SWITCH FUSED AT 700 A RECEPTACLES TOTAL BUILDING LOAD: CONNECTED: 660 KW DEMAND: 256 KW DUPLEX 15A, 125V, 2P, 3W, GROUNDING RECEPTACLE, NEMA 5-15 'WP': RECEPTACLE WITH WEATHERPROOF COVERPLATE DENOTES GROUND FAULT INTERRUPTER. 6 X D 6 X33. 1 KW = 198. 6 KW DENOTES HALF -SWITCHED 4 X F 4 X35. 9 KW = 143. 6 KW SINGLE 250V NON -LOCKING TYPE RECEPTACLE 342. 2KW X 0. 43 =147. 2 KW LOW VOLTAGE SYSTEMS HOUSE PANEL = 8. 0 KW TELEPHONE .OUTLET, MOUNTED @ 18" AFF 155. 2 KW TV , TELEVISION OUTLET, MOUNTED @ 18" AFF AMPS @ 240 V, 1 PH = 646 A 20 UNITS ( 12-D, 8-F) MOTORS 2 METER CENTER(S) WITH 800 A DISCONNECT SWITCH FUSED AT 700 A DISCONNECT SWITCH. 'F' INDICATES FUSED TOTAL BUILDING LOAD: CONNECTED: 692 KW MISCELLANEOUS DEMAND: 268 KW 0 JUNCTION BqX, CEILING MOUNTED BUIIDING(S)TYPE III Q�H JUNCTION BOX, WALL MOUNTED 6 X A 6 X32. 1 KW = 192. 6 KW SMOKE DETECTOR 6 X 8 6 X32. 3 KW = 193. 8 KW 386. 4 KW X 0. 41 =158. 4 KW ,( r EXHAUST FAN HOUSE PANEL = 8. 0 KW 166. 4 KW FIRE ALARM SYSTEM AMPS @ 240 V, 1 PH = 693 A MANUAL FIRE ALARM PULL STATION, MOUNTED @ 48"AFF , 24 UNITS (12-A, 12-B) 2METER CENTERS) WITH 800 A DISCONNECT SWITCH FUSED AT 700 A TOTAL BUILDING LOAD: CONNECTED: 780 KW COMBINATION AUDIBLE/VISUAL DEVICE, WALL MOUNTED @ 7' AFF DEMAND: 278 KW FACP FIRE ALARM CONTROL PANEL BUILDING(S)TYPE IV VISUAL DEVICE, WALL MOUNTED, 7' .AFF 6 X D 6 X33. 1 KW = 198. 6 KW 4 X C 4 X32. 3 KW = 129. 2 KW 327. 8 KW X 0. 43 =140. 9 KW HOUSE PANEL 8. 0 KW FEEDER SCHEDULE 148. 9 KW AMPS @ 240 V, 1 PH = 620 A 20 UN ITS ( 12-D, 8-C) MARK COPPER ALUMINUM 2 METER CENTER( S) WITH 800 A DISCONNECT SWITCH FUSED AT 700 A F1 3#3, 1 #8G, 1"C 3# 1, 1 #6G, 1-1 /2" C TOTAL BUILDING LOAD: CONNECTED: 663 KW F17 3 SETS OF 3#4/0, 2"C 3 SETS OF 3-300MCM, 2"C DEMAND: 257 KW NOTE: ALUMINUM CONDUCTORS MAY BE USED AS SHOWN, WHERE PERMITTED BY LOCAL AUTHORITIES. 100A 1F1 MLO TYPICAL TENANT PANEL 0 METER CENTE 0 'B' 0 ONLY O L� CO 0 ' O 0 0 HP' HOUSE PANEL F1 100A, MLO, 0 12 SPACES O 0 0 0 2 3 0 a TRANSSFORMERMPANY S O C:D RISER NOTES: 0 1. 240V,IPH,800A MAIN DISCONNECT SWITCH FUSED @ 700A 2. SURGE PROTECTOR 3. GROUND PER NEC_ 4. 125A, 240V, 4 JAW METER SOCKET WITH A 2 POLE, 125A BRANCH BREAKER 100A 5. 125A, 24OV, 4 JAW METER SOCKET WITH A MLO F 1 2 POLE, 100A BRANCH BREAKER TYPICAL TENANT PANEL v OI � (TYPICAL) METER CENTER 40 'B' ONLY a a o 0 (TYPICAL) C7 C] PANEL' HP' a a a HOUSE F 1 100A, MLO, 12 SPACES p F-1 C7 A a 2 o a 1= C-1 C7 3 0 0 0 TO POWER COMPANY S TRANSFORMER Q C] C7 F17 METER CENTER' A' & ' B' BLDG TYPES I , II AND I V SCALE: NTS A C E F NOTES 3 0 U 3 0 0 E 0 N 0 0 U 2 a • N U. O 0 L 0 0 U IK, n 1; 0 T C O 0 I 0 t KAMM TALLBEE AS90CIATES 3165 McCRORY DR. SUITE 185 ORLANDO. FLORIDA 32803 (407) 896-8765 L. JOB NUMBER: 9082 ll-,4190 155UE2 fov, felem r Rev. No Dote Issue History FUGLEBERG KOCH ARCHITECTS G Orlando Dallas Melbourne X 2555 Temple Trail, Winter Paris, Fl. 32789 (407) 629-0595 ❑ 13740 Midway Road, Suite 505, Dallas,% 75234 (214) 458-6943 .❑ 25 W, New Haven Ave,. Suite F Melbourne, FI 32901 (407) 768-7887 b f e G G. (1) G A G G B G 0 W "'(@. 1/ G Gmm w C rT ' G 1 2 3 4 5 6 7 8 9 PLUMBING FIXTURE CONNECTION CHART TAG NO. DESCRIPTION MOUNTING CW HW TRAP WASTE VENT P—laic WATER CLOSET FLOOR 1/2" -- -- 3" 2" P-2* LAVATORY COUNTERTOP 1/2" 1/2" 1-1/4 1-1/4" 1-1/2" P-3 BATH TUB FLOOR 1/2" 1/2" 1-1/2 1-1/2" 1-1/2" P-3 SHOWER FLOOR 1/2" 1/2" 2" 2" 1-1/2" P-5 KITCHEN SINK COUNTERTOP 1/2" 1/2" 1-1/2 1-1/2" P-6 WASHING MACHINE OUTLET BOX WALL 1/2" 1/2" 2" 2" 10 NOTES I A PLUMBING RISER Q 0 SHEET NOTES L a a y I. PIPING LAYOUT IS MIRROR IMAGE OF LAYOUT SHOWN. Y 2. SEE BUILDING PLANS FOR CONTINUATION. 0 3. REFER TO BUILDING AND 1/4" UNIT PLANS FOR FURTHER PIPING LAYOUT. (TYPICAL) c 3 0 Bti 0 L E 0 a� N 'L Y O N C O V V E O Vl C O • U C O d L T H O� 3 O O N L O O O C U V O n U •V O O. N L O D 0 v � c t o ti c L V O Y P D y Li O Y 2 O n N L O O V G C L U .y LC KAJ% fi - TAULEEE A AMS v MM CON%&TM f.14CG E 3185 McCRORY DR. SUITE 185 0 ORLANDO, FLORIDA 32803 (407) 898-8783 JOB NUMBER: 9082 L U NL F- ' U U 0 O Y C7 E5 aIF F Q _ � 9i241go �55uED Fo,2 PEFZr.11T Rev. No Date Issue History FUGLEBERG KOCII ARCHITECTS Orlando Dallas Melbourne a EI 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 ❑ 13740 Midway Road, Suite 505, Dollos,Tx. 75234 (214) 458-694,3 1125 W. New .Haven Ave.. Suite F Melbourne, A 32901 (407) 768-7887 V� A e CD B (D Ci 0 E G 2 3 4 5 6 7 J 8 9 10 C C 191 5tt UN 1 I t'LANti & H I tiLN U 1 A(. FOR FURTHER PIPNG SIZES COORDINATE CONTINUATION WITH UTILITIES SITE PLAN JIB VTR 13" V I I I J 2"cif I i I I 2, I I P-9 I GCO GCO BLDG. PLAN TYPE II SCALE: N. T. S. J VTR l " �\\ 12 v I I 210v 3"P-2 P-1 I 1-1/4" 12" V I �1-1/2"V I I � I IN N. 219 V I I I I i I i 3" I P -2 I P-1 1-1/4" I O I 2" V f ,-1/2"v I I � 2 V I I I 311 I I P-1 ir3 P-2 1 GCO ISER STACK B r 0 JIB O �I 2" Vell �I I I 2" V,., I �i I Il 2" V P-2 I I I I I I P-s I II I I P-3 I 3" �IIIIfII1IIIl y -�3 3" 'IIII / II1� PI -2 tj 1-1/4� 2"V/ 311<2" v P-2 1-1/2 "V sP-1 P-33" 1-1/4P-1 I I P3-1-3 I P _ i w f P-2 ''NIT PLANS & RISER DIAGRAMS URTHER PIPING SIZES GCO _— COORDINATE CONTINUATION WITH UTILITIES SITE PLAN BLDG.- PLAN TYPE I & IV SCALE: N. T. S. 1-1/4" P-5 -5 CONTINUED RISER' IS MIRROR IMAGE OF RISER SHOWN (TYP) SEE TYPICAL WATER HEATER DETAIL JB OUT VT NOTES A� PLUMBING RISER SHEET NOTES 0 cx 1. PIPING LAYOUT IS MIRROR IMAGE OF t LAYOUT SHOWN. Y 2. SEE BUILDING PLANS FOR CONTINUATION. 3. REFER TO BUILDING AND 1/4" UNIT PLANS y FOR FURTHER PIPING LAYOUT. (TYPICAL) B'L O 'i N E 0 0 0 E N 0 y 0 C V 7 O L '3 L O p0 a o L V O X y v a 0 v 0 TAULBEE ASSOCIATES c 3165 McCRORY DR. SUITE 185 ORLANDO, FLORIDA 32803 y (407) 89"765 s JOB NUMBER: 9082 U L -- N I-- U V O Y QF � VM _r L_\I 9IZ4/10 I 155UE➢ FOR F69MIT Rev. No Data Issue History FUGLEBERG KOCH ARCHITECTS G Orlando Dallas Melbourne ■ 2555 Temple Trail, Winter Park, A. 32789 (407) 629-.0595 ❑ 13740 Midway Road, Suite 505, Dallos,Tx. 75234 (214) 458-6943 ❑ 25 W. New Haven Ave., Suite F Melbourne, A 32901 (407) 768-7887 Y ,,,,� SEE UTILITIES SITE PLAN FOR CONTINUATION DOMESTIC WATER RISER BLDG. TYPES I II III & IV ; SCALE: N. T. S. �� H ME 3 PLUMBING FIXTURE SCHEDULE . . . .... ... ... ... P-1 WATER CLOSET FLOOR BRIGGS NO 4730, ROUND FRONT BOWL, BEMIS SEAT NO. 500D CLOSED FRONT WITH COVER. BRASSCRAFT NOS CS1912DL 1,2 ANGLE STOP, RISER AND ESCUTCHEON. 2 P-2 LAVATORY COUNTERTOP BRIGGS NO 3002, ROUND PORCELAIN ON STEEL. NIBCO FAUCET NO. FA120 1/2" ANGLE STOPS 3/8" RISERS, ESCUTCHEONS. 1-1/4"x1-1/4" PVC NIPPLE AND ESCUTCHEON. --P-TRAP, 2 P-3 BATH TUB FLOOR BRIGGS NO. 2204/2205, 5'-0-, PORCELAIN ON STEEL. NIBCO FAUCET NO. BY601-6 W/ TR601-11 TRIM. PVC WASTE AND OVERFLOW. P-5 KITCHEN SINK COUNTERTOP DAYTON KINGSFORD K23322, STAINLESS STEEL, 33"x22-, NIBCO FAUCET FA 213.200 CORNETT BASKET STRAINER. 3/8" SUPPLIES, RISERS AND EXCUTHEONS. 1-1/2" P-TRAP, NIPPLE AND ESCUTCHEONS. P-6 WASHING MACHINE WALL WATER-TITE NO. 4512-P W/ VALVES INSTALLED, OUTLET BOX NOTES: 1. PROVIDE HANDICAPPED FIXTURES AS REQUIRED. Cl 2. ALL FIXTURES SHALL BE WHITE. I 0 O VTR 0 �� - VTR Y VTR I 1 3" H VTR 3" VTR 3" o I 2*# v2" " Z� i I � �' 2" 2" O I .� ,r - I I 01 ��✓ P-1 3- 2" Al 3" 2" 4 4" C.O. 2" P-E P-3 P 1 DER STACK D Eli M" IF IQ J NOTES. p -UMBING- RISER0 SHEET NOTES 1 PIPING LAYOUT IS MIRROR IMAGE OF LAYOUT SHOWN. Er 2. SEE BUILDING PLANS FOR CONTINUATION. lu. 0 3. REFER TO BUILDING AND 1/4' UNIT PLANS FOR FURTHER PIPING LAYOUT. (TYPICAL) 0 Ic 3: Vl CL iu ti .2 O O O CVr O .2 O 21 O 0 O O KA05i - TALUBEE A89CMTM komm Imm QQWJLTM ENO*43�ffl E 3165 McCRORY DR. SUITE 185 31 ORLANDO, FLORIDA 32803 (407) 896-8765 JOB NUMBER: 9082 O LU In A A A Roy. No Date Issue History FUGLEBERG KoCH ARCHITECTS Orlando Dallas, 'Melbourne N 2555 Temple Troil, Winter Pork, A. 32789 (407) 629-0595 ' 0 13740 Midway Rood, Suite 505. Dollos,Tx. 75234 (214) 458-6943 1125 W. New Haven Ave- Suite F Melbourne,'Fl 32901 (407) 768-7887 4 G C C C J I� Vl•R 3" V i I I �J I 2" V i � I I �T 2'� I I P-9 n 0 3 E R STACK C NomFS h� 3 A PLUMBING RISER SHEET NOTES 0 a i N 1. PIPING LAYOUT IS MIRROR IMAGE OF V LAYOUT SHOWN. y Y 21 2. SEE BUILDING PLANS FOR CONTINUATION. 0 3. REFER TO BUILDING AND 1/4' UNIT PLANS 4 N FOR FURTHER PIPING LAYOUT. (TYPICAL) ,y i 3 I Ij� a x 0 C N r E V O A y it w d �o ' H N V O E �o n ,1a 0 0 a y I 3 L 0 0 3CO - i V I � r 10 mWm KA18ER — TAUL13EE A830GATE8 3165 McCRORY DR. SUITE 185 v° ORLANDO, FLORIDA 32803 (407) 896-6765 JOB NUMBER: 9082 H U Z Q H U F- _I I 0 2 I: U Q Q � 2 U w n /� � `�1241yo � rlS5oE1� Foy ��ezn'(rT Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS' G Orlando Dallas Melbourne a 9 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 ❑ 13740 Midway Road, Suite 505, Dallos,Tx. 75234 (214) 458-6943 ❑ 25 W. New Haven Ave., Suite F Melbourne, FI 32901 (4-07) 768-7887 PLACID LAKE APARTMENTS PLUMBING RISER I ! - .1 " I . 1� .,. � I I v I I . I . .11 � - -11-- .. ,.,. - - - - .,-,- , - �- . . -- � I -- - - � - I . � . * - - . - I - --- . I -- . - -- - - , - - - � . - - . - � - - . � - -- - I .- . � - I .. I - I . � � � . � ..� .. . '.. I . I . I / .. I . . . . 1. - , - - 1: " I - - '. � ,- . -... -- 11 � - - ,- - - - - - . I . - . - . 1. .1 . - I . - -- , � � I I - - - 1. �, I . � I I �,� . . I . t -- . . I . I'll � ( I,, . . . � �, . I � 1��:Y I I � . . . I . I I . . - � 1. I I � � I I . . I I % I t , �i� � �, . � . I � . . i . I 1. � I I . . I I � t , . � I � t� ,. . . . . . - � . . � . . I - - I . . � . I . A . � . . I - I I I � . I � ) � . I . . . I I . I . I � I . . I I , ." 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TYPE I NOTE: OPPOSITE ELEVATION TYPICAL _SIDE ELEVATION 1/8"= II- 0 NOTE: OPPOSITE ELEVATION TYPICAL UNIT E ZN° FLR. ROOF BRG q-4�z - ----- -- KD FLR. I o' o --------�-- FIN. FLR. AND 26 - Ve _ 3RD FLR. ROOF BRG. IS- a'/4 3RD FLR. 2ND FLR. ROOF BRG. -- ---- VD U. 2ND FLR. BEARING Fl�l FLR. Norl'ts 01. ROOFING. PROVIDE ASPHALT SHINGLE ROOF. 02. FASCIA. 5/4 X 8 ROUGH SAWN CEDAR FASCIA WITH 1 X 4 ROUGH SAWN CEDAR TRIM. 03. EXTERIOR FIUISN 3,18 tEXTE1Mt1R FINISN STUCCO SYSTEM 04. S.IDING. PROVIDE 8" LAPPED SIDING AT LOCATIONS SHOWN. 05. RAISED BAND. PROVIDE RAISED BAND EXTERIOR FTNISH SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. 06. WOOD TRIM AT LAPPED SIDING. PROVIDE L X 4 ROUGH SAWN CEDAR TRIM AT WINDOW AND DOOR LOCATIONS. PROVIDE METAL FLASHING AT HEAD. 07. CONTROL JOINT. 08. ALUMINUM DIVERTER. 09. GUARDRAIL. STUCCO FINISH OVER 2 X 4 WOOD FRAMING. IQ. ;;FAIRS. PROVIDE METAL STAIR STRINGERS WITH PRECAST CONCRETE TREADS. SEE SHEET 3.1 AND 7.3. 11. ALUMINUM WINDOWS. PIUVIDE SINGLE HUNG ALUMINUM WINDOWS. SSE WINDOW SCHEDULE AND DETAILS. 12GUTTERS AND DOWNSPOUTS. PROVIDE 5" ALUMINUM GUTTER. SYSTEM WITH PRECAST CONC. SPLASH BOX AT EACH DOWNSPOUT LOCALTION. 'ALL FLASHING TO BE 26 _GA. .GALVANIZED PAINT'TO MATCH ADJACENT FINISH COLOR. - 13. NOT USED. 14. GABLE END VENFS. ALUMINUM OR WOOD WITH INSECT SCREEN. 15. NOT USED. 16. CORNER BRACING. PROVIDE DIAGONAL METAL STRAP AT ALL- �_'-XT6F,10R CoRN9i9S PER Co95. ,(TYPICAL-) 17• CAULK AT v155i MIIAj� MA.TF-KIN-5, (TYP.) I"L KO (Ai 01-/(111do 1)(11/us '11111)0u1-11t, d 2555 ternple !rail. Winter Park 7( 32/89 (305) 629-0595 '3740 Midway Road. Suite: 611 Dallas. r; '5234 (214) 458-6943 25 W New Haven Ave Suite F Melbourne, r i 32901 (305) 768-7887 Dr PLACID LAKE Ck Apr APARTMENTS Date P"' I (041. 00 EXTERIOR ELEVATION 6ol BLDG. TYPE of 0 ED G G e 0,E) i e ED G e G (D I (1) E) (1) E) E) (D (1) e CD G 0(f) CD (D e (D G (D (D (D f e (D (D (D (D ED (D (1) 0 (D (D r� b 4 w MQ W �n d J >- W W > Y O 4 0 r UNIT F Lco SSS-69085 O FUCLEBERC KOCH ASSOCIATES, P.A. These documents and their contents are the property of Fugleberg Koch Associates and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents without the expressed written consent of Fugleberg Koch Associates is prohibited by law. UNIT D 0 13 UILWAY l UNIT D -f FRON1 ELEVAILON bLD G. 7y PE "11" I = I - 0 NOTE: OPPOSITE ELEVATION TYPICAL 4 SIPE ELIVATIOM NOTE: OPPOSITE ELEVATION TYPICAL UN1T F - 2"11 FLR. ROOF BRG. m i 9 / 4'1t 2ND FLR. _ 0' 0 FIN. FLR. TYK OPPOSITEHAND 26' B'�Z 3RD FLf�. ROOF ERG. j 3RD FLR. s 2KD FLR. RDOF BRG U" 9/Qlk ---_� $ " D FLR---- --- 2ND FLK. BEARING 0-0 F1K. FLFI. N a ri' s 01. ROOFING. PROVIDE ASPHALT SHINGLE ROOF. 02. FASCIA. 5/4 X 8 ROUGH SAWN CEDAR FASCIA WITH 1 X 4 ROUGH SAWN' CEDAR TRIM- 03. EXTERIOR FINISH 3/0" EMT NOR FINIU sTUCCO SYSTEM 04. SIDING. PROVIDE 8" LAPPED SIDING AT 1 nf'ATfONS SHOWN 05. RAISED BAND. PROVIDE RAISED BAND EXTERIOR FINISH SYSTEM PER MANUFACTURER'S RECOMMENDATIONS, 06. WOOD TRIM AT LAPPED SIDING. PROVIDE 2 X 4 ROUGH SAWN CEDAR TRIM AT WINDOW AND DOOR LOCATIONS. PROVIDE METAL FLASHING AT HEAD. 07. CONTROL JOINT. 08. ALUMINUM DIVERTER•. 09. GUARDRAIL. STUCCO FINISH OVER 2 X 4 WOOD FRAMING. 10. STAIRS. PROVIDE METAL STAIR STRINGERS WITH PRECAST CONCRETE TREADS. SEE SHEET 3.1 AND 7.3. 11. ALUMINUM WINDOWS. PROVIDE SINGLE HUNG ALUMINUM WINDOWS. SEE WINDOW SCHEDULE AND DETAILS. 12GUTTERS AND DOWNSPOUTS. . PROVIDE 5" ALOMINU GUTTER SYSTEM WITH PRECAST CONC. SPLASH BOX A EACH DOWNSPOUT.LOCALTI,ON. ALL FLASHING JO B 26 GA. GALVANIZED PAINT TO MATCH ADJACEN FINISH COLOR. 13. NOT USED. 14. GABLE END VENTS. ALUMINUM OR WOOD WITH INSECT SCREEN. 15. NOT USED. 16. CORNER.BRACING. PROVIDE DIAGONAL METAL STRAP AT ALL. SXTfRIoF, CoRN6K5 Y67, Gov6. CTYP,i IZ. CAu)_K AT Dt551MlLAR MATERIAL,5 (TYR) AwL l c,l.l:lil:llc, kc �c :I i ,-,\R(:I II'I I:c Orlando '11'elhorrr•111r ■ 2555 Ternple (rar. Winter Park. FL 32789 (305) 629-0595 13740 Midway Road, Suite 611. Dallas. Tx 75234 t214) 458-6943 25 W New Haves Ave. Suite F Melbourne F 3290? (305) 168-7887 Dr CK PLACID LAKE. Apr .APARTMENTS DaIrl 24. C U Pro, 1(,4I.00 EXTERIOR ELEVATION 6,.2 BLDG. TYPE II of to C� 4 (D m G 0 G G G ED 0 0 0 0 o e o e ED (D G (D ED (D CD G 0 0 o m e (D ED 0 0 o m o m' o o m o ED (D ED (D e (D m o W W co 0] SSS-69085 J1 II AI Ir I III. IY - --I e- o- ..... . (JC FUGLEBERG KOCH ASSOCIATES, P.A. These documents and their contents are the property of Fugleberg Koch Associates and a.^e issued only for the specific project noted on -these drawings. Any reproductions, revisions, or modifications of these documents without the expressed written consent of Fugleberg Koch Associates is prohibited by law. FRONT ILEYATIDN 306 TYPE "iV" 1/8"= I'- 0 NOTE: OPPOSITE ELEVATION TYPICAL An /4 51PE [LIVATIN SIM, NOTE: OPPOSITE ELEVATION TYPICAL i n 3RP. FL. ROOF 5% 3R° FL. IT- 4 �4 �- FL. ROOF � 00 M-r,. Z�DFl. 0' 0 FIN. FL. 3R° FLR.ROOF BRG. I Rp. FL R _� 6 T 4 3/4 _ U.600F W. qua. �I 'ND FABEAKM No' ri s 01. ROOFING. PROVIDE ASPHALT SHINGLE ROOF. 02. FASCIA. 5/4 X 8 ROUGH SAWN CEDAR FASCIA WITH 1 X 4 ROUGH SAWN CEDAR TRIM. 03. EXTERIDR FINISH 1181 EXTERIOR FINISH 5Tuccc) SYSTEO 04. SIDING. PROVIDE 64 LAPPED SIDING AT LOCATIONS SHOWN 05. RAISED BAND. PROVIDE RAISED BAND EXTERIOR FINISH SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. 06. WOOD TRIM AT LAPPED SIDING. PROVIDE 2 X 4 ROUGH SAWN CEDAR TRIM AT WINDOW AND DOOR LOCATIONS. PROVIDE METAL FLASHING AT HEAD. 07. CONTROL JOINT. 08. ALUMINUM DIVERTER. 09. GUARDRAIL. STUCCO FINISH OVER 2 X 4 WOOD FRAMING. 10. STAIRS. PROVIDE METAL STAIR STRINGERS WITH PRECAST CONCRETE TREADS. SEE SHEET 3.1 AND 7.3. 11. ALUMINUM WINDOWS. PROVIDE SINGLE HUNG ALUMINUM WINDOWS. SEE WINDOW SCHEDULE AND DETAILS.. 12QUTTERS AND DOWNSPOUTS. PROVIDE 5" ALQRINUM GUTTER SYSTEM WITH PRECAST CONC. SPLASH BOX AT EACH DOWNSPOUT LOCALTION. ALL' FLASHING TO BE 26 GA. GALVANIZED PAINT TO MATCH ADJACENT' FINISH COLOR. 13. NOT USED. 14. GABLE END VENTS. ALUMINUM OR WOOD WITH INSECT SCREEN. 15. NOT USED. 16. CORNER BRACING. PROVIDE DIAGONAL METAL STRAP AT /ALL EXTa;�lop, Go>�►���5 DER GoDE. C TYR) li'. CAUL-K Ai ALL �155IMICAK I'4ATt:7-(At-6 C-rYp) is KoC:II AR(:FICr�;(,rs o!'/(Inch 1)(11/as .Welboul711' 0 2555 remple Trail. Winter Park FL 32789 (305) 629-0595 13740 Midway Road Suite 61, Dallas. TX 75234 (214) 458-6943 25 W New Haven Ave. Suite r Melbourne, FL 32901 (305) 768-7887 PLACID LAKE-: APARTMENTS ' Dr Ck A,,, Date~' Pro) I641.00 EXTERIOR ELEVATION BLDG. TYPE IV o of .� G G) 00 05. . D5. 14. TYPICAL TENANT SEPARATION WALL. Ol. T'tPICAL CONCRETE SLAB. SEE FOUNDATION G G I µ PROVIDE DOUBLE STAGGERED STUD WALL OF 2 PLAN, SHEET 2.1. <' Y X 4 WOOD STUDS AT 16" O.C. (DOUBLE ��� i� STUDS SIDE BY SIDE FOR OVERALL 02. TYPICAL EXTERIOEt-WALL FRAMING. 2 X 4 THICKNESS OF 3" X 3-1/2" AT FIRST FLOOR WOOD STUDS AT 16" O.C. WITH DOUBLE TOP o O ! i OF ALL 3-STORY CONDITIONS). PROVIDE. PLATE AND SINGLE PRESSURE BOTTOM PLATE SINGLE TOP PLATE AND SINGLE PRESSURE (DOUBLE STUDS SIDE BY SIDE FOR A TOTAL 0 013 13. \' 1 TREATED BOTTOM PLATE. ANCHOR BOTTOM WIDTH OF 3" X 3-1/2" AT FIRST FLOOR OF _ I PLATE TO CONCRETE WITH 1/2" 3-STORY CONDITIONS). ANCHOR BOTTOM 00 05' I ANCHOR BOLT 8" LONG OR APPROVED WEDGE PLATE TO FOUNDATION WITH 1/2" �10 12 12 d" ail _ ANCHOR. SHEATH BOTH FACES WITH 5/8" ANCHOR BOLT, 8" LONG AT 4'-0 , �'Iq I� TYPE "X" GYPSUM WALLBOARD, INSULATE O.C. OR MASONRY ANCHOR AT 32" 0 C ee _ � 06 _ n� - - -- WITH 1 LAYER 3-1/2" R-11 FIBERGLASS IIn 06 BATT INSULATIR FIRE ON. ASSEMBLY PROVIDE 03. EXTERIOR WALL FINISH.SHEATII INTERIOR FACE# � CNAPtER 3l SBCCI 1988 EDITION. WITH �/a� IYPE�'� GYPSUM WALLBOARD AND e C�_ CXTERIOR 4JITIJ 3 8" EXTERIOR f•ITIIS{�{ \ SYSTU-1 OVER GALVANIZED EXPANDED METAL j 15. FIRESTOP IN FLOOR ASSEMBLY. 2 LAYER LATH OVER 6 MIL /2„ 0 O ,� , l ( l 5/8" "TYPE "X" GYPSUM WALLBOARD ATTACHED EXTERIOR SHEATHING APO O R BARRIER OVER O O 3RD U. 3�D FLII 6FiG. --_< 1 �.��,•' TO FLOOR TRUSSES. II d5. 1 12 D5• 12 ! 16. TENANT SEPARATION AT 2ND FLOOR ROOF. 04. FLOOR/CEILING ASSEMBLY. PROVIDE 14" 00 \' O� II� I j��'I I �i PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD MIN. PARALLEL CHORD WOOD FLOOR TRUSSES \� i I AT 24 D.C. ��SHEATH BOTTOM FACE WITH O - - - C� 03• IN AREA OF 2ND FLOOR ROOF TRUSSES. � _ _ \�. - � _ _� i! I 5/8 TYPE C GYPSUM WALLBOARD OVER L -- - - - - METAL FURRING CHANNELS SPACED AT 24" _ Oq 17. FIRESTOPPING AT TENANT SEPARATION WALL. O O 1- II _II _ _ NOTE PROVIDE 2 LAYERS L_' PROVIDE 2 X 8 AND CONTINUOUS 2 X O.C. PERPENDICULAR TO WOOD TRUSSES. _---- - - SHEATH TOP SIDE OF TRUSS WITH 3/4": TYPE 'A' GYP 13D. BLOCKING FIRESTOP AT TOP OF WALL PLATES ORIENTED STRAND BOARD SHEATHING, GLUED O _ --- - - t CONTINUOUS. -` II VAULT D CLG. WALL5 AND NAILED TO TOP CHORD OF TRUSSES. ADrJACENT TD ATTIC AREA. FINISH WITH 3/4" GYPCRETE TOPPING TO O O ' 03. 18. NOT USED. PROVIDE A 1-HOUR FIRE RATED ASSEMBLY. m I 3(D 65 19. RAKED FASCIA. 5/4 X 8 ROUGH SAWN CEDAR U.L. DESIGN NO. L528. I4t FASCIA WITH 1 X 4 ROUGH SAWN CEDAR TRIM p 00 i I�' CUT TO MATCH FASCIA AT INTERSECfION.J 05. ROOF/CEILING ASSEMBLY. MBLY. PROVIDE PRE- 18 8y� I ENGINEERED WOOD TRUSSES AT 24" O.C. 3° FIN. FL I 04 _ _ - - 20. TYPICAL INTERIOR LOAD -BEARING WALLS. 2 SHEATH UNDERSIDE OF WOOD TRUSSES WITTI 2 0 0 RD �,���: h - - _ _ _ - 8t4 3ND X 4 WOOD STUDS AT 6" LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD. � I IN 00 -.•�_-..-.-_- .--:; _-_.: .:;..:.�.��� _ �. ...._,_..; ,.t. _:� �_-.;; �i 2 2 FIN F�f� 1 0 C WITH DOUBLE 9 4 z p2 I y- Z"D FIN.FL�. I TOP PLATE AND SINGLE PRESSURE TREATED PROVIDE ASPHALT SHINGLE ROOFING OVER i� BOTTOM PLATE. POWER ACTIVATED (LOW FELT UNDERLAYMENT ON M.4 y2" P1.YOV o2 06-5. 0 ' -(J 03 VEL) . FASTENERS AT 24" O.C. RAMSET 5AE.AJHIIA - SUPPORTED WITH EI CLIPS. 3330X OR EQUAL W/ 1-1/2 PENETRATION. \ "" 16. I '' 06. HtJRRICMJE CLIP. PROVIDE 18 GA STRAP ON I l5. D4; 51� -TYPI: 07. 04. SHEATH BOTH FACES OF WALL WITH /z 0 CxY�suM kIA11-BoAKD. SIMPSON H1 AT EACH ROOF TRUSS. PROVIDE "'`� 21. CONTINUOUS BLOCKING. PROVIDE EI5 AT EACH STUD TO ROOF 0 TOP PLATE. 0 Il07. WALL STRAPS. PROVIDE GALVANIZED METAL CONTINUOUS 2 X 4 BLOCKING. STRAPS MST 48 AT 32" O.C. NAILED TO 00CENTER OF STUDS THROUGH HOLES ON ONE ':! F�OD�i BAG. 22. SKYLIGHT SEE SPEC[FICATION. Chi Z'X�}' sKYLtGNr AT EDGE ONLY OR STRAP 16 GA. x 1-1/2° x 8! I 01�i�EEZEW�Y, 48" LONG W/ 6-16D NAILS INTO EACH STUD. 00 -- ` 23. 2 X 10. 08. FASCIA. 5/4 X 8 ROUGH SAWN CEDAR '.LIGHTWEIGHT CONCRETE. �i I! � 24. TF1 X 4 ROUGH SAWN CEDAR TRIhFASCIA wi 00 �75 /U7 WIiFGALVANIZED METAL DRIP EDGE. 04 25. SHEET METAL FLASHING. 09. SCREEN VENT. PROVIDE CONTINUOUS SCREEN i 26. 1 X R.-S. TRIM BETWEEN JAMB TRIM CAULK VENT WITH 1 X 2 AND 1 X 4 R.S. TRIM. II AT THRESH. 10. INSULATION CURB. PROVIDE 2 X 4 _ 1 i _ / 27 ° 1 X 2 �pA42. TRIM BLOCKING OR CARDBOARD FORM BE TRUSSES AT EXTERIOR EDGES AS CURB FOR 28. SINGLE PLY MEMBRANE TURNED UP AT WALL. INSULATION. 29. ALUMINUM THRESHOLD. 11. EXTERIOR WALL -INSULATION. PROVIDE 3- u S _ 8 _ - 30. ,xT>%KIoPn�,e.f\T P�KEZ�',1�`f��Y'fii,�l�� I +I -U�, 1/2" R-11 FFERCILASS f3Frf INSULATION 1Y IYPIGAL ALL xtE210K kIALLS. I J TAELE is>t�.�� tTa F l• r 6�11 x�`t� �iD, =�fo MIH. 12. CET, ING INSULATION. 1.NSut<ATE CEILINGS ,� �iNl�li G L 02 O1 3t 01 31 r it WI FT{�MINIMUM R-19 Fl. t.t Q.LA5b BAT OK 01 01 i r,.; I,:,� ,'.0 T' t�fi�iC�-yd����I,.iri�G Ito ��=00FAIN, 3l I -�i.1i 31cb.ZG � �IH1P,11•-•iUr-�o o�WodD>IDl1`f� BLOWN INSUL�iTON. T`�P[CAL �1�1_ TOP 31 XTG;" 10 G' L � 21 � - � � �� ,)I, FLOOR CEILINGS . ,/ - - - 13. DRAFTSTOP. PROVIDE 1/2PLYWOOD OR I FN rr��f�l� /-�� �or�l� Gh\i1 l I� Aj I<� TI M _ % .� 1'I II`� GYPSUM WALLBOARD DRAF TsToP, ATTACH TO `n �� , •, v c - i, ` WOOD TRUSS . , ---j4 - STUCCO WEEP -mGA-rep BOTTOM PLATE AT flkz -r v a -� _ a _ 5C21 E0 1 5CRECD - -- fLoo,Z ONLY. FIN. GRADE -C=1t`l. Gi�ADE 05 MAP-BEOM LOAD- gEA�ING TYP EXTENR WALL11TYP EXTE�IDRWALL3 4 AT SAVE TENANT SEPARA1lON RNAM SUARATION AT SAKE - yl7� lyo tSsuE17 FoR Ee M,T 25 Oh D4 D4 r$, NOTE : PROVIDE TAPE, SEALANT ETC. AT - 24 25 25 III EXTERIOR WALLS TO COMPLY WITH 24 1 ! I INFILTRATION PRACTICE #2, FLORIDA � Z4 ENERGY EFFICIENCY C®®E. / 22 I'lc�i.l:(31:(zc�-E\c�c iI :A(Zc:fIfII:c:l ------------------------- Orlando 1)rtlla.,; llc lh,,tt, tt, \\x i a >< - CP �-- --�,-- - --r- w I 23 Q PLACID LAKE 3 S�fPARRTI ON � 21. 04 APARTMENTS• _ 5 I vi" = I-0 2 LAYEK S 5r'b" TYPE " X" ' } 77 - 04- 21 04 - �- W. ��113; _ a I� l LU UJ 02 02 YJ0>1 WALL SECTIONS 7ol 51LL NT STORAGE DOOR AT SLING GLA55 DOOK SILL AT ENVY KITCHEN DOOK S KY LI P ON . 7 �,�I� + II°,� 8 _J SSS-69085 FCC.LEBERC KOCH ASSOCIATES, P.A. These documents and their contents are the property of Fugleberg Koch Associates Ll/ and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents without the expressed written consent of Fugleberg Koch Associates is prohibited by law. • 1 cv (D e35. 2X HeAD>%R LAID ff-AT MAY 3E 5Ut3sl I T�.iED AT MON-LoAP 36ARIN(q INTERIoiZ PooKGG oP6NtNG5. I Nmilt s � E) (D 23. RAISED WOOD BAND AROUND WINDOW. 2 X 4 01. BALCONY FRAMING. 2 X 10 WOOD JOISTS AT 24 ROUGH SAWN CEDAR WOOD BAND. 16" O.C. SHEATH UNDERSIDE WITH 5/8" TYPE " C " GYPSUM WALLBOARD. PROVIDE - � �f� 22 2l 24. 1 X WINDOW SILL. WIDTH AS REQUIRED WITH TEXTURED DRYWALL COMPOUND FINISH. N 1/2" RADIUS AT CORNERS. FAINTSHEATH UPPER SIDE WITH 5/8" CDX PLYWOOD, GG m 24 FINISH WITH MINIMUM 1-5/8" CONCRETE DECK SIt`lCtLE PLY WATEKPRoo;✓ MEMBRANE _ 25. SIDING. 8lr LAPPED SIDING. OVER SINGLE PLY WATERPROOF ROOF MEMBRANE. G) 11 1/2rr TURN WATERPROOF MEMBRANE UP AND FLASH AT 27 �8 26. WINDOW HEADER BEAM. SEE STRUCTURAL WALLS AND LAP UNDER ALUMINUM FASCIA AT SLOPE Il8"/PT. FRAMING PLAN. OUTSIDE EDGE TO PROVIDE A WATERTIGHT 07 z INSTALLATION. 27. GYPSUM WALLBOARD FINISH. `� �, -- • . ' -05.- ---- ------ 02. 6 X 12 ROUGH SAWN BEAM. d-I :. -_ -- 28. 3/8" GALV. LAG BOLTS @ 32" O.C. = _.. 03. 7// -- � '� _- . _ ALUM, T BAR �ASC/A. e 22 16 \26 - 29. NOT L15ED 04. N0T �USEo• I 3l Q� _ 6„ 30 17. G G \ `� I 30. SEALANT. CONTINUOUS FULL PERIMETER. 05. METAL FLASHING. GALVANIZED 26 GA. 18 16 31. DRIP EDGE. TYPICAL AT ALL SILLS.(3 (D 06. 2 X 10 LEDGER. NAILING PATTERN TO BE AS RECOMMENDED BY NATIONAL FORREST PRODUCTS G (E) 32. VERTICAL INSIDE CORNER TRIM. •2 X 2 ASSOCIATION FOR LOADS REQUIRED. SILL W[Y�CGD SAND HAD W/5ZI1CC0 �A�1D ROUGH SAWN CEDAR.0�L JAr'1� w� STUCCO BAND 07. TYPICAL INTERIOR FLOOR CEILING ASSEMBLY. �J 02 l0 SCRLE 3" = 1 [� „ _ U _ SCALD 3 I SLgI�F ; ��= I'� 3. VERTICAL OUTSIDE TRIM 5/4 X 4" ROUGH SAWN CEDAR. 08. TYPICAL EXTERIOR WALL ASSEMBLY. 08 34. VERTICAL INSIDE AND OUTSIDE CORNERS. 09. 2 X 4 ROUGH SAWN CEDAR TRIM. WRAP WITH 15# FELT. 10. 1 X 2 ROUGH SAWN CEDAR TRIM. a (a) (Da L 2 b R�EZEWAY 5c CT 1 D�1 II/P,"= I�Q 11. BALCONY RAILING. PROVIDE BALCONY RAILING CONSISTING OF 3„' NIGH X IX2''X 16 GA, GA. WIDE -TOP RAIL, I,/Z X I'lZ X 12 GA. BOTTOM RAIL A�CAND E0R1/RAIL SQUARE1G TOPICKETS FLOOR TO �. WITHSTAND LATERAL E L FORCES AS REQUIRED BY 31ALAMT (TY�) (3 (D ALL LOCAL CODE REQUIREMENTS. 2. BALCONY WALL. 2 X 4 WOOD STUDS @ 16" (D (D'z Z8 SIN�L� FLY WAT��PRooF I�jEMBt�AN� - --� I � - 32 N -8 Y, IURRICANe Cup I O.C. WITH DOUBLE 2 X 4 TOP PLATE & O7, t � I ��LAMT (TYP.� TtZU�S ��. SINGLE 2 X 4 P.T. BOTTOM PLATE. ----- �N�z SL 0 PE 1/8" / FT. 13. TYPICAL BALCONY CEILING .FINISH. MEDIUM _ - j - -_ 34 10 30 TEXTURE DRYWALL COMPOUND FINISH OVER 33 09• 5/8" TYPE "C" GYPSUM WALL BOARD, P.T. 51LL PLR � - � " I . ; G , . IA • rnrn 41- U.L. DESIGN N0. L-512. W _ - - -- - - - �: - ---- 34 03 I' 14. FASCIA. PROVIDE 5/4 X 12 ROUGH SAWN CEDAR FASCIA. r OUT�ID� CORNEK LAPPED 519IN6 IN51DE COKNEK15. HANDRAIL CONNECTION PROVIDECLIP _ LAPPED 5ALCONY EJECTION ANGLE WELDED TO RAILING W/ 2-1/2" X 3" GALV. LAG BOLTS @ TOP RAIL AND 1-1/2" X + --- - I 3 GALV . LAG BOLT AT BOTTOM RAIL AT EACH WAIT. �ONNFCTrON• -16. RAISED BAND. PROVIDE RAISED BAND - 10 EXTERIOR FINISH SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. y - - STAI�Z LANDING, SECTION - � . • li. ALUMINUM WINDOWS. • 18. CAULK. CONTINUOUS FULL PERIMETER. 19. 2 X 4 WOOD STUDS @ 161' O.C. -EXTERI6R WALL F1NItH 20. I �� EXTERIOR /II TH 3/8 EXTERIOR FINISH .5TUCco - Bl 1^01 D DooR SYSTEM OVER GAL1IANIZED EXPANDED METAL �.I ATH ,011ER R. 6____M-1 �A}(APOR BARRIER OVER 1/2" EXTERIOR SHEATHING.' 21• NOT USED. 22. EXTERIOR. WALL INSULATION 3-1/2" R-11 FIBERGLASS BATT INSULATION TYPICAL ALL w--- EXTERIOR WALLS. I J o $IuGI.E FLY 1,4ATtiKPKoof MEM6QANE TRIM Di✓TAIL e �I-FOLD � °� I- Ol• POOR5 CTYP) Al - THR-E� 51DE i �' rn SLOPE I/8"/FT. S = i - LL_ -- 13 FT SILL PLATE- � =~ _� 5. ., - -_ 19 �- I �Jz4/yo tssu;0 Fo.e 14 1� �IE�D VW�[UC Date ReviSion Desrnpbon 26 17 25 / �- poUNDl;l7 CoRu>;R5 22 27 2 24 30 24 cV I -- -. - --- - ---- Q5 , - 1 l c [,[:13[;[Z(� hc>c:[I 14 / // - ---- i 16 Orlando ( r(1 J , 1/ll. � 7 It 111111i Ilt 10 ! 2555 Temple Trail Mint rP-rk c -., e Park L 1 � 3� 13740 4p tldNi Road r y d Su tE: of 1 Dalle .( r )5. , 7 4 c r 23 i2tai a,8-h,3a3 l F22 25 W New Haver Ave. Suite F MP-lbo,urne. FL 32901 ;305; '68 '88' � 23� 27 or Q 30 2� 23 I Zs PLACID LAKE k Apr _ } w •. , , ,IB i APARTMENTS Date a Y o II �c �r�, 1(,4t.00 :0 5ALCONY 5E I O N SGA,LE: II/Z'= - -- HEAD, �DUN"L JAMB QUAIL 51L TAIL a 1 O IO SCALE: Y = 10 �� - �` DETAILS7m2 StALt 3 F _ 10 _ SCA 3 :ASS-69085 (C:) FUCLEBERG KOCEI ASSOCIATES, P.A. These documents and their contents are the property of Fugleberg Koch Associates ' of and are issued only for the specific project noted on these drawings. Any reproductions, revisions or modifications of the se documents without the expresa�d written consent of F ugleber Koch Associates is prohibi ted rted b law. F Y El "s mm ED G G G (D (Dm G ED eo (D (D ED E) 00 mo Gm mm G G G (D G (D ED (D ED (D mo ED (D E D Q73) ED E) ED 0 ED E) mm 4 0 5REEZEYVAY SECTION 1[+"- 1'-0" 4 5TAIF 5EITION END UNF_ V a m SSS-69085 © FUGLEBERG KOCH ASSOCIATES, P.A. These documents and their contents are the property of Fugleberg Koch Associates and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents without the expressed written consent of Fugleberg Koch Associates is prohibited by law. a 43 IIGH �,NGrLEj `zXV 3 X B R.5. M ( X 4 X -51 5R 51 M P5DN =AW SIDE (L-5106x? Q-541mxl BDLTS bX12 R.�. C 3)( K.S. U UD rCH AT JUM -HM BREEZEWAY DEAM DETA 7 FLR . 16'_-8 V4 LR. 9'_4112_ LR. 0'- 0 #�_ I'/a " % P-0 2V1 i'/4" MIN STAIR AT WALL 11111)-1-0 02 09� 5Tw FLAN 3161 - = v-n DI NOTE: RUN 8" LAP SIDING CONTINUOUS WHERE STAIR STRINGER ABUTS STRUCTURE. 14 SIMILAR TO CONDITION AT LEFT. DETAIL & BRtiEZeWE �LIT5IDE STRINGED UNITS G;E,f -MI"x "Yx Nw'E5 L I/4"x D' 511211 N.S. i E.S. IN / 4 - W4110 X311211 O1. STAIR STRINGER. PROVIDE 2" X 12" X 12 LACE 50LTS GA. MINIMUM STAIR STRINGER. ANCHOR TO CONCRETE SLAB WITH MINIMUM 5/8" vx, R-S.C9. DAR F)M. EXPANSION ANCHORS AN TOLWOOD STRUCTURE LADD CONTRACTOR TO PROVIDE ENGINEERED SHOP DRAWINGS CERTIFYING STRINGERS MEET ALL CODE REQUIREMENTS. 02. TREADS. PROVIDE PRECAST CONCRETE = TREADS WITH BOLTED CONNECTIONS TO CLIP ANGLES WELDED TO STAIR STRINGERS. 03, INTERMEDIATE LANDING. PROVIDE 2 X 10 WOOD FRAMING AT 16" O.C. SHEATH 5/8" 2° WATER RESISTANT TYPE "C'( WALLBOARD WITH �DIST �tAly6EKS MIN. TEXTURED DRYWALL COMPOUND FINISH. FINISH UPPER SIDE WITH, 5/8" PLYWOOD 2-3/411 0 "EATHING WITH MINIMUM ; �' 1_IGHT WEIGHT 2x1D S @ llo''D.C. THRU BDLTS CONCRETE DECK OVER SIN'. PLY WATERPROOF MEMBRANE. 04. STAIR RAILING. PROVIDE METAL RAILING CONSISTING OF 1-1/2" DIAMETER TOP RAIL, 1-1/2" X 1-1/2" X 16 GA. BOTTOM RAIL, 5REE7ENAY SEAM DETAIL AND 1/2" SQUARE PICKETS AT 6" O.C. ANCHOR RAILING TO FLOOR AND WALLS TO _WTFHS(AND LATERAL FORCES REQUIRED BY ALL LOCAL CODE REQUIREMENTS. CONTRACTOR TO PROVIDE ENGINEERED SHOP DRAWINGS CERTIFYING RAILS MEET ALL CODE REQUIREMENTS. 05. WOOD BEAMS. SEE FRAMING PLAN FOR SIZE. PROVIDE 2" MINIMUM SOLID BEAR'I'illi. AT BOTTOM ,()F ALL BEAMS TYPICAL OR PROVIDE Z STRAPHANGERS RATED FOR REQUIRED LOADS-. 06. BREEZO AY SIDING. PROVIDE 8" LAPPED ! SIDING INSIDE -BREEZEWAY. i 07. 3(b" UTCRIN, FIUISI-1 SYS-iTW 08. WALL RAIL.. 1-1/2" DIAMETER STEEL WALL RAIL ATTACHED TO WALL WITH WALL BRACKETS. PROVIDE ON BOTH SIDES OF END STAIR CONDITIONS. 09. STAIR WALL. 2-2 X 10'S BOLTED TO METAL --T_-. STRINGER AT 4'-0 O.C. MAX. WITH 2 X 4 --- WOOD STUDS Al 16 O.C. WITH 2 X 4 TOP 12 —_ _ AND BOTTOM PLATE LAG BOLTED TO 2 X IO'S. SHEATH WITH 1/2" COX PLYWOOD. FINISH WITH STUCCO FINISH OVER -- GALVANIZED EXPANDED METAL LATH. 1 TREADS ! II" = W - 5 _-- -- - 13 10. SEALANT. 11. BALCONY WALL. 2 X 4 WOOD STUDS AT 16" O.C. WITH DOUBLE 2 X 4 TOP PLATE AND 05 BEYOND SINGLE 2 X 4 PRESSURE TREATED BOTTOM PLATE. FINISH WITH STUCC^ t-INISH OVER- - ;D - GALVANIZED EXPANDED ME'"._ LATH OVER - THERMO-PLY SHEATHING. ATTACH TO `- BALCONY BEAMS WITH 3/8;' GALVANIZED LAG - BOLTS AT 32" O.C. MAX. APPLY CAULKINGA WEIER> WALLS ABUT SIPINC-( OR S-rucco• 12. BREEZEWAY CEILING FINISH. TEXTURED JOINT COMPOUND FINISH OVER 2 LAYERS -- — TYPE "X" MOISTURE RESISTANT GYPSUM c--� _ _- — - - Ix 7- R.5. T9 M WALLBOAf<G. (TYR) 13. BREEZEWAY RAILING. 3" X 1-1/2" TOP RAIL, 1-1/2" X 1-1/2" X 16 GA. MIN. - POSTS AND BOTTOM RAIL. 'CONTRACTOR TO 04 PROVIDE ENGINEERED SHOP DRAWINGS CERTIFYING RAILS MEET ALL CODE REQUIREMENTS. ,14. CLIP ANGLE. 2 X 2 X 3/16 GALV. 2 PER STAIR WITH 1/2" DIAMETER X 3" LAG BOLT. HOND 9/Z4-lqo ),�5uePI .Foe Fe_-, 17 No Date Revision Description C _ _ D4 -s - FL'u,I•:I3I'w; Ko ci i Aw:i jrrtI,rrs _3 Orlando Dallas AIC1150111- e ■ 2555 Ternple Trail. Winter Park, FL 32789 (305) 629-0595 13740 Midway Road. Suite 611. Dallas. rX 75234 (214) 458-6943 25 W. New Haven Ave. Suite F. Melbourne, FL 32901 (305) 768-7887 SIMIL4fC ArR SECTION - 0 9 -z)-, -�(o A Dr Ck PLACID LAKE Apr _ APARTMENTS Date 1(,4I.00 BREEZEWAY SECTION, 73 STAIR SECTION & • DETAILS of a • 4 C 4 M I L1J U) m - I 1 Z 3 4 1GYPSUM WALLE;nfiOr . T'ED C., ..AP'IIED AT RIGHT ANGLES TO EACH SIDE Of- ^STUDS OVER L' iS[: i ",'ii:f? WilliE: 8D CONCRE( COATED tI:,.LS 2-3/8 LONE, 0 .'S IND; ill -ADS, 8' O.C. STAGGER 16" O. C . ILA CII L,"'�Yi. ,"'.:iJ S I CC . ,;' ;' " E;O;,i''.;) J01 N I S SH ILL BE COVERED Wi?it Pi,.PFk T,,,PE: !,;; JO`.tiI C(I1POJ',:;,CU''iLf'i:D WITH JOINT COI'ii'OUND. GYPSUI.1 -1ill(:K !.1•^,Y BE APP1.1LD OVER THE GYPSUM BOARD IN .;DU: TIJt; TO THL D �;:ti( 1f?E.Aii'Lit! ^, f { i' 1 2 . GYPSUM 4r„l (fiOrtr F,+ti, I .i f l r , S,r „ '(Yt (I E.D t, i R I G[i F AtiG! r, „ ,„ . }I= l l' 0 . L J l � ' • „ J v ._ �l (. . , •.� � , J • . E_ [ \ �) 1'( L� � i � . - i t) J . v . / J 1 I 1 Ill I 1� U (. � I • i .. � t COA-LED tiAl S, i-7/8" LING, C.0` i i'iCII Sfit'•fi2i If, !i liE:/",E) '4 O.C. 3. {R��) ;(RI,S` 11AI?A.LLF[_ C;1�,. 4 ItiS(�[.r�(((;tI ti01"11NAL 6'Al": [i,.,, NI 'i '>f :Ui�{.;) r ,rRJSSES Ott ,i(iT[! 1 HOUR CEILING AT ROOF ®� G'(P SUM ASSOC. DESIGN MAN,UEL FIRE RESISTANCE RC-2601 '1 Finish Flooring—Floor-roppinu Mjxturu'-8 dal. of water to 80 lbs. of floor topping mixture to 180 lbs. of sand. Compressive strength to be 1000 psi minimum. Thickness to be '/,, in. minimum. Gyp-Croto Corp.=rype GC. Unitod Gypsum cu.--ryw, F. Vapor f3arrior—(Optional)—Commercial Asphalt saturated felt, 0.030 Tn thick. Sub-flooring—"/,2 In. thick plywuo\l with esteriur aloe, minlntunl grade to be 'standard", Conforrn- in4J to PS 1-66 specificatiulrs. Face, drain of plywood to be perpum-licular to lui5ts with Joints Stag - I gored. 2. SUB -FLOORING. 3/4" THICK PLYWOOD WITH EXTERIOR GLUE, MINIMUM GRADE TO BE STANDARD, LONFORMING TO PS-1-66 SPECIFICATIONS. FACE: GRAIN OF PLYWOOD TO BE PERPENDICULAR TO FLOOR TRUSSES WITH JOINTS STAGGERED. 3. FRUSS[S PARALI h 1PD ll?USES SPACED A MAXIMUM 24" O.C. FABRICAi[[' FROM NOMINAL 2 X 4 UIMBER. TRUSS MEMBER SECURED TOGETHER WIiH #20 t1SG GALVANIZED SrFT[ 'BUSS PATES. PLATES INCLUDE 5..'1"." LONG TEEIII PROJI( 1 ; ir, PERT I Nf1(r t)l AR TO THE PI ANF OF rHE Pt Art . `Hf TEE. [if ARE IN PAIRS f A! ING E•n1 ii OrlIFR MADE FROM flif SAMF PUNCH, ( PI,",I ING A SPLI i FOOTH Ill'[ PLAiI . FACH T00TH HAS, .' • HISEI. PO(ttr ON I IS OUiSIOE EDGE. WI fH 1111''E POINTS fif ING DIAGONA[ I r ji i'OSED FROM EACH OTHER f OR IA( H PAIR. mir TOP 11,,,11 M FACH TOOTH If,," A rWISr FOR STIFFNESS. THE P'All<``, ARE PiPIAiED Olt n,'l'PDXIMAifIY 7/8" CENTERS WITH FOUR ROWS OF TEETH PER INCH Of PATE W10111. 4. RESILIENT CHANNELS. FORMED OF #25 MSG GALVANIZED STEEL SPACED 16" O.C. PERPENDICULAR TO TRUSSES. CHANNELS, SECURED TO -TRUSSES WITH DOUBLE 4, STRAND OF #18-SWG GALVANIZED STEEL WIRE SPACED 48" O.C. CHANNELS SPLICED WITH ADJACENT PIECES OVERLAPPED 6 AND TIED WITH DOUBLE STRAND OF P18 SWG GALVANIZED STEEL WIRE AT EACH END OF OVERLAP. 5. GYPSUM WALLBOARD. 5/8" THICK BY 4' WIDE TYPE "C" GYP SUf•1 WALLBOARD. SHEETS OI GYPSU4 WAL[BOARD INSTALLED bt[ iH LONG DIMENSION PERPENDICULAR t u u . 1 r FURRING NC [ i o u l l lnNt � a c L1 . tI rfl 1' TONG rrP s 9 4" D A•1 r E 6 ( t E ER SELF , DRILLIN(; AND SELF NAPPING BUGLE HEAD WALLBOARD SCREWS SPACED 12" U.C. LOCAfFD A MI111MUM OF 1-1/2" FROM SIDE AND IN JOINTS. AT END }AND d JOINTS, 2 FURRING CHANNELS ARE: USE WHICH EXTPTD A MI-NIMUt1 OF 6" BEYOND J END OF JOINT. GYPSUM WALLBOARD JOINTS SHALL BE COVERED'WITH PAPER TAPE cr_ /AND JOINT COMPOUND, NAIL [LEADS COVERED WITH JOINT COMPOUND. GYPSUM W j PLASTER NOT MORE TITAN 1/8" THICK MAY BE APPLIED OVER THE GYPSUM BOARD Y O IN ADDITION TO THE SPECIFIC JOINT -TREATMENT. SSS-71-1006 VA I j 1. GYPSUM WALLBOARD. 5/8" TYPE "X" GYPSUM WALLBOARD NAILED AT 7" O.C. WITH 6D CEMENT COATED NAILS 1-7/8" LONG, 0.0915 iNCH SHANK DIAMETER AND 0.25 INCH DIAMETER HEADS. WHEN USED IN WiD'iHS OTHER THAN 481, WALLBO%RD IS *TO BE INSTALLED IIO(?IZONT,",LLY. GYil"_UM EJ`OARD JOINTS COVERED WITH P1^,PER TAPE AND JOINT COt1['CUti;;. :i. HEr�.'�S COVERED WITH JOINT COMPOUND. GYPSUM PLASTER NOT i•IORE :!,^,N i'„' THICK MAY BE APPLIED OVER -THE WALLBOARD'J IN ADI F ION TO SPECIE .;,) J" 1!1 ,; i kt_�•.1ME Ili;-. 2. WOQQ STUDS. NOMINAL 2 X 4 S1U,)S `JPACLD A 16" U.L. EFFECTIVELY CROSS BI?ACED AND FIRE STOPPED AI TOIL At,`) 1 HOUR INTERIOR LOAD SEARING WALL ��F J, Cvt`1� LJL �IuPv t t/-1^I•_,/ 1L/ 11 r f 2 � 10 UL DESIGN 1`10. 1.J30 S PETS LD GaL WTUNP( 1. GYPSUM WALLBOARD. 5/8" THICK TAPERED EDGE TYPE "X" GYPSUM WALLBOARD BEARING THE UNDERWRITERS LABORATORIES, INC. DESIGNATION. ANCHOR THE WALLBOARD AT 8" O. C . AT THE END AND JOIT STUDS AND 12" O.C. AT THE INTERMEDIATE SCUDS AND PLATES USING 1-5/8" LONG GYPSUM DRYWALL NAILS WITH 0.102 INCH SHANK DIAMETER, 0.112 INCH RING DIAMETER AND 0.28 INCH HEAD DIAMETER. USE ANNULAR RINGED SHANK NAILS, WITH LONG DIAMOND POINTS AND SLIGHTLY COUNTERSUNK HEADS. 2. WOOD STUDS. DOUBLE ROW 2 X 4 WOOD STUDS AT 16" O.C. ON SEPARATE PLATES, STUD SYSTEMS ARE OFFSET FROM EACH OTHER BY 8". WOOD STUDS -SHALL BE EFFECTIVELY CROSS BRACED AND FIRE STOPPED AT TOP AND BOTTOM. 3. INSULATION. 3-1/2" THICK FIBERGLASS BATE INSULATION 111SIALLED TO FILL STUD CAVITY OF 1/2 OF WALL. AtIACH 10 STUDS WI III WIRE STAPLES SPACED VERTICALLY A[ 12" O.C. INSULA-I ION SHAIL BE: APPLIED TO ONE SIDE OF WALL SYSTEM ONLY. 4. PIPE AND F I.i T II NGS S. P.V.C. STACKS AND COUPLINGS 3 1 HOUR PLUMBING WALL Nr, STATE 11N''dL�1 ',T`f r I A I •• , GYi1"UM Wnl I POAPD. r.)/B' TIf iCK TAiII,ki D FGGC T'rl'f "f " G'rP ;UM WALLBOARD f>;a [il ARI't(, If!i U'I';I I.v'W II I�', I %,I'Tii!,1' :ir[' iti' i.IItIAI I()it. At!(:HOR i111 ,l 1.E;OAPO , ),(11) I i,' ij. /i III„I i i1t,1 . 1i. 'Ilk III L�A�'�i.' i,. i�,, .... ...,.� .. ., ..�.. .,• ,.,.•� .. ,.r ., I IIII .• - iIAII 4II fif ;) [)Ifif..ii' ,Iis Cl11(-' 4rllli (.,, i Ir , .. !li,"'.I1 'l)i 'li II i':, tl^ ,r �, � '! [' r ! ., L'Ii I!I ' I;t!', III,"i!•1i)tiD J.I(�„IL, \,,,',,,,,1.,. ..... ......... ,',! /�, iir )l t{� 1•� l il, ,1 '�IP. Ir, t �, ,. . I'IJ I fl l', !,fill l 1(,il It ( ()Ut I I f;'.(jii I t F`. Ili V" C) I I!'), [)(,U[,1 f I+.(�iW ? X 4 bt,,01) I C;) ; A I 11,' D. (. ON I PAPA I i Pt A11 IU:) i i'1', All I;! I `,[ I I i' I / II (1IIII is [:'r t,' V10u;1 IUDC 3 • !c l Teri ! I^I � ,tl �i-T �. .,,� ' ii..,,'r 'J /1i ' �r� �i ` . 1' - ' � .,.',J., ti 1' I r i, lul f'.,1;1 I I(JFI. Iiil'_I,�rO'? O(' F 1 ' O.C. lil`•Ilf AT lil'I. .S "' IfIICt. I IP; i'(111, A`.;', i;At t lti',(Il AI IiiN Ill') IAl I 1 IJ 10 I -II l IUi) CA')E i r (,' WAI, t . i,l IAC!I I IU!)':, WI 111 '111PI I�"tl'( i `,PAC1 [) ti ':�,,il f.l :.' . E ��� 1i 1 ill I„T �G ll..ii iii, 1, i� 1'�„-J.., l_J ... .-l.V:_A,I " , .., ..�, I ;,J J�,.-:, VI RI ICA! t r AI It, O.C. r I G.C. AT •ill,_ i:115 .,:iJ /'!' [. V.,., (i'il/,,,_ .•. .. ,r'•�,.... • .... + �., �,. .. ,_�, lit ill 1 HOUR TENANT SEPARATION WALL �5C APPENMY P k-,.:,:', SLcu[?I:u 151 i:1I,.J -1, V J J ill )�v llil l)Ili.S i[ l\l i t^t ' ITAC (,LFLD /l,i;) [.: ,1'i'. :, 1 ' ) rl' ! :, It •,u ,. .� 11� I[ ill _i-—P.V:C. STACK KITE ( r 1..,,,:'„_ J 0 1,i1 : it A i � t 6. EX-r. Fi�isu s�S�EM. ' U L. GATED SEALANT 3M oi?\ AV Roveg -Eoma_Eur HOUR EXTERIOR 7W I = ----- — ----- --- --- �, L L , r 1= F - , (l 11 1 r 1, .r 1- r _ n F > r r f�1_f �KLf1LL J!;'.,L J , ,( :T1laiT� !17�1`1�1 SJPY! t11�(lT�r�Y iSLI'DI'�T L l� i Seo hems i cnd 3 -- '-' l2 J� 1 I --r--- —t 4. Cross Bridging-1 by 3 ;n 5. wood Joi3t3-2 by , C In . spaced 1 G in, O.C. firustoppucJ. l I I I • / �� �� G. Wallboard, Gypsum'—',', or 'i, in think, 4 ft :vide, installed wlth long dimension porpendicu- lar to Joists and secured with 5d and Gd cement-coatod cooler nails spaced 6 in. U.C., for the V, in. and V. in. thick material, respectively. ;Nails spaced 1/1 and Y, in. front side and end - \I t joints, respectively. - - — Canadiun GypsuCo., Ltd. —Type C. O , — ! f/EGypsum Co., United States Gypsum Co. —Type C. D, IP-XI or If -X2. 1.. Joint Systom—for Wallboard or Lath. Paper tape embedded in comontitious compound over O y ( joints and exposed nail heads covered wtih compound, with edges of corn pound feathered �lL)it .i1.5rJLI�IlLI -- ri�� _ oet. / r _ 8. Altornnto Joint S• storn— Not Siwvm —For Lath only. A 3; 1 6-in. thicknoss of c ( l '�37`i� � ���/Y/^-�-1}�I/2• applied t entire +, ( ) / JYpsurn plaster Soda Joint Datoil `� End Joint patail pf d o e It e oxposod surfaco over either paper tape on joints embedded in comontitious compound or 2V, in. wido glass fiber tapo stapled 8 in. O.C., on joints. 2 i = Note: Local authorities having 1 3.Floor n ,, ctoms rh � finish t o os a uridsiction should for 'r � 1 ,,f Iloorin I In 1 v .,hoe d be consulted o h ., l tin t v to vapor barrier (Itern 2 r - tl u to ,ot loon joists g Y c a 1d sub -flooring 1 41 ( ) f l p ( ) U 1 g I and back of v all - r i ( 3 (lr,n1 3),.may consist of any one of the following systems: c v, hua tl at area limits. Floor 'Topping Mixturo'—Nlix sufficient amount of water to each 2, bags of Portland ceinortt (Typo ;'Uoaring the UL Classification Marking `1 111), one 38 ib bag of DG-102 or one 25.I1) bag of FS-104, and 1050 lbs. of saturated surfaco dry A sand. Th!cknese is 3/4 in. Building paper (Item 2) is optional. Muster Buildors—rype PC. Sub Flooring—'/: in. thu.k plywood with umorior glue conforming to is 1.66. Face Bruin laid per- I I I I pundicular to joists _P. V. C. PIPE 'PENETRATION EXTERIOR •BALCONY/BREEZEWAY FLOOR r �UL DESIGN NO. L 528 S Y 3T E M NO. 4 THRU FLOOD ASSEN'l�LY 1 1/2" = 1'-0 1 F•UGLEBERG KOCH ASSOCIATES, P.A. These documents and their contents are the property .,f Fugleberg Koch Associates and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these (1ocrunents without the expressed written consent of Fugleberg Koch Associates is prohibited by law. 1 HOUR FLOOR/CEILING AT TRUSS SYSTEM UL DESIGN ND. L512 SYSTEM M. I 01. AN ELECTRICAL JUNCTION OR OUTLET BOX MADE OF STEEL MAY BE INSTALLED IN THE CEILING OF DESIGN L528 AS DESCRIBED BELOW: A. NOMINAL 2 BY 4 IN. LUMBER 36 IN. LONG, SHALL BE PLACED ON TOP OF AND PERPENDICULAR -TO THE BOTTOM CHORD OF ADJACENT 'TRUSSES AT EACH LOCATION WHERE AN INCANDESCENT FIXTURE IS DESIRE, AND AT EACH LOCATION WHERE A SUPPORT AND A JUNCTION ) IO BOX FOR THE SUR[ ACE -MOUNTED FLUORESCENT FIXiURLS, ARE REQUIRED. -THE 36 IN. LONG LUMBER SHALL BE CENiERED ON 1HE BOTTOM CHORD OF -IHE "fWO ADJACENi iRUSSES (APPROX. 4 IN. OVERHANG AT EACH TRUSS), AND SECURELY IIFD 10 THE TRUSS Ai EACII INTERSECT ION, Wllll A DUUL'LE SiRAND 0f N0. 18 S'WG GA[VANI/LD SI[[[ WIRL. B . A F IV[ -SIDED PROI f_C i 10N BOX SHA1 [ B[ .CONS I RUC 1 E D 1 ROM THL `)AM[ G'rf>SUM WALL130A1?1) U`)[) IN . IIiE (A 11 INC'. iiI[ ' BOX SIIAL[ BL CONS I RUC I LD I ROM ON[- 6 BY 12 IN. AND TWO 3 BY 6 1N. PIECE S OF GYPSUM BOARD. THE 6 BY 12 IN. PIECE SHA1 L BE SCORED Ott 1111 BACK SURFACES ACROSS iIIL WIDIH Of III[ Pit (A Al 3 IN. FROM LACH END, AND IRA(,iURED 90 DEGRLLS TOWARD THL I ACE_ Of iHf_ PIECF. EACH SIDE PIECE SHAt_L BE CONNECTED TO TILE. TOP PIECE WITH IWO NO 18 SWG GALVANIZED STEEL WIRES. EACH WIRE SHALL PIERCE 1HROUGIi III[, TOP AND SIDE: 1111 CES AT THL. THIRD POINTS OF till FRACTURE IENGiH, AND ON[ INCH FROhI THE FRACIURL. [H[_ ENDS 01 iHL WIRES SHALL B[_ TWIST-FIED TOG[ iHLP EACH PRO rEC F I ON BOX END P I [_(A SHAI I BE SIMILARLY AifACHE.D 10 THE iOI, PIECE. C. THE ASSEMBLED PROTECTION BOX SHALL BE PLACED OVER THE ELECTRICAL OUFt E f BOX AND THE OUTLET BOX AND THE OUTLET BOX ATTACHED -TO -111E LUMBER (-THROUGH fit[ - GYPSUM BOARD) WITH TWO 1-7/8 IN. LONG TYPE S STEEL SCREWS. IF NECESSARY, ANOTHER LAYER OF GYPSUM BOARD OR SEVERAL LAYERS OF CERAMIC FIL'FR PAPER MAY BE ADDED BETWEEN MIL PRO I E C F ION BOX AND THE LUMBER TO ADJUST THE FACT OF -THE OU-ILET BOX FLUSH WI Fll -THL FACE: OF THE CEILING. WHEN THESE SPACERS ARE ADDED, CORRESPONDINGLY LONGER STEEL SCREWS SHALL BE USE[) FOR ATTACHING THE JUNCTION BOX, -TO OBTAIN EQUAL PENETRATION OF THE SCREWS INTO THE LUMBER. 02. ONE INCANDESCENT LAMP FIXTURE MAY BE A[FACHED DIRECTLY TO EACH OUTLET BOX AT THE FACE 01 THE CEILING OR HUNG FROM THE BOX AT THE DESIRED ELEVATION BELOW THE CEILING USING STEEL SUPPORTS AND STELE. FASTENERS. 03, FLUORESCENT FIXTURES SHALL BE INSTALLED, MIDWAY BETWEEN AND PARALLEL WIiH Ili[ TRUSSES. AT EACH FIXTURE SUPPORi LOCALION, NOMINAL. 2 BY 4 IN. LUMBER, 36 IN. LONG SHALL BE INSTALLED AS DESCRIBED IN PARAGRAPH IA ABOVE. FOR FIXTURES WITH THREADED STEEL SUPPORT RODS, AT FIXTURE SUPPORTS WHERE NO OUTLET BOXES ARE REQUIRED, A HOLE Sh,,.L BE DRILLED IN THE LUMBER OF 1/8 IN. LARGER DIAMETER THAN -THE ROD. A 9 IN. SQU4E PIECE OF GYPSUM BOARD WITH A TIGHT -FITTING HOLE IN I -IS CENTER, SHALL BE PLACED OVER THE ROD AND THE ROD INSERTED THROUGH THE [TOLE IN THE LUMBER. A HEAVY GAUGE STEEL WASHER SHALL BE PLACED OVER THE ROD EXTENDING ON Fit[ TOP OF THE LUMBER, AND THE FIXTURE RETAINED IN PLACE BY A STEEL NUT THREADED ONTO THE ROD. 04. Ai THE ELECTRICAL CONNECTION OF THE FIX FURE, ANOTHER PIECE OF LUMBER WITH A PROTECTED STEEL OUTLET BOX SHALL BE PROVIDED AS DESCRIBED ABOVE UNDER PARAGRAPHS 1B AND 1C. 05. FOR FIXTURES WITH STEEL SUPPORT CHAINS OR STEEL CABLES, TFIE CHAIN (OR CABLE) SHALL BE INSERTED THROUGH -THE HOLE IN THE GYPSUM BOARD, WRAPPED AROUND THE LUMBER AND SECURELY TIED TOGETHER WITH STEEL FASTENER(S). 06. FOR SURFACE -MOUNTED LIGHTING FIXTURES INSTALLED AND WITH THE CEILING OPENINGS FOR FIXTURE SUPPORT PROTECTED AS DESCRIBED ABOVE, NO LIMITATION IS NECESSARY FOR THE SPACING OF THE FIXTURES, .HOWEVER, IT IS IMPORTANT THAT NO PART OF THE FIXTURE OR THE ELECTRICAL CABLES, ETC., REST ON THE BACK OF THE CEILING MEMBRANE OR THE FURRING CHANNELS. SURFACE MOUNT QUTL ----� 9oz�f-90 r or 1 ii,'s 01. FIRE RATED ASSEMBLIES. CONSTRUCTION DESCRIPTIONS SPECIFIED AS PER TESTS CONDUCTED BY UNDERWRITERS LABORATORY (U.L.) AND OHIO STATE UNIVERSITY (OSU) AND APPENDIX P OF SBCCI SHALL BE FOLLOWED FOR EACH CONDITION REFERENCED. REFER TO CONSTRUCTION DETAIL SHEETS FOR FURTHER CLARIFICATION OF CONSTRUCTION METHODS. RATED ASSEMBLIES SHALL NOT VARY FROM THESE SPECIFICATIONS UNLESS AUTHORIZED IN WRITING BY THE BUILDING OFFICIAL. 02. FURRED DOWN SOFFITS. -THE REQUIRED GWB APPLIED TO THE BOTTOM OF JOISTS AS A PART OF THE RATED ASSEMBLY MUST RUN CONTINUOUS THROUGHOUT THE DWELLING UNIT. SOFFITS MUST BE FRAMED ONTO THE REQUIRED GWB. ONLY RATED AND APPROVED MATERIALS MAY BE ALLOWED WITHIN THE RATED FLOOR /CEILING ASSEMBLY AND PENETRATIONS MUST BE PROTECTED. ANY VARIATIONS MUST BE APPROVED IN WRITING BY THE ARCHITECT OR BUILDING OFFICIAL. 0 Orlando ba/hIs 3h4bot me 2555 Temp,= `rail Winter Park r '3 789 t3O51 629-0595 13740 ivildway r?oa:1 Suite 611 Callas Tx 75234 (214) 458-6943 h New Haven Ave Suite F Melbourne.i=t_ 32901 (305) 768-7887 Dr eel PLACID LAKE Aar APARTMENTS Date G( Prot I(o4t-QQ FIRE RATED ASSEMBLIES 7A of 2 G G ROOM SCHEDULES. INOTe to WS1 P5A� To B9 LOGAT�D W G GI� 3N 1'-�u 2� �'3- 3 lu I�� 2, 3 z; 3- 2. cl - AGV-oss f9oM T oi�a-V. FLOOR BASE WALL. CEKJNG NOTES N�J'ES LINE FURR DDWfJ 11N(f F DNLY 01. BASE CABINET. SEE SPEr" ICATION : o (D (1) " � -� o p a � � O 02. WALL CABINET. SEE SPE.';IFICATIONS. G(D (3\ - - ` ` ��` ` - U J U a = 03. COUNTERTOP. PLASTIC.-'ARJNATE OVER 3/4' a -/ __ L-. _ -�___ / /_ \ \ o 0 0 0 0 0] a z Z� cc O Z m = m >. a PARTICLE BOARD WITH HIGH BACKSPLASH. _ �, o _ a _ E-- 3 3 w G 0\ % `�' _/ l F / NAME U > F- U > C7 �" C3 (3 Z 04 . PANGS Hoop r � — �� 12 o ENTRY i ® • • 05. BAR COUNTERTOP. PLASTIC LAf,,INATE T� 04 1 \ / COVERED BAR COUNTERTOP AT 42" ABOVE e AD3V5TABL6 541EWINC� 03 N o -p Q3 II `r' a KITCHEN • • • • " '' 4o I \ / D3 aINIIVG O ® ® FINISHED FLOOR. / \ IS `06. MIRROR. POLISHED PLATE MIRROR FROM RANEE BACKSPLASH TO / ply / _ - L>VIlJG • • • 6 0 ABOVE FINISHED G \ / II,\ / _ 5TORAGE • M ® FLOOR, ENTIRE WIDTH OF BACKSPLASH, LESS I I \ — �' 1 2". PROVIDE CONCEAL ED LED CLIPS AS (1) (D"' \ , I /�. \ / N BALCONY • o • REQUIRED. BEDROOM #1 • • • It %JI/ \ 13 I BATH * 1 ® • 4 ® ® --- - - -- 07. NOT USED. e (1)I' 3 fD I'' 3 I" 3`0 I` I' 0 I �" I 0 j� Z'- 21� t_ n t t tt W.I.C. # 1 • ® • off. HOT usSD A �!�u © © FILLEB,_4 '� 1D, BEDROOM 2 • • • 00. SHOWER CURTAIN ROD. G(D 4 BATH # 2 • • • • • 10. TOWEL BAR. {r - o Scc rLo R PLANS roR AI.L (D G W.I. G. 2 ® ® • l-OGA I I O r ►S. 1 %LAUNDRY • Q ® ® 11. SOAP DISH. (9 IflTEHEN UNIT 8-D ncG 1 9cz BATH 1 U I'll I 12. MEDICINE CABINET. PROVIDE RECESSED SLALE 3Io = I-D J ------ MI'4ROR MEDICINE CABINET WITH CONCEALED LrflGE. 16" X 22" MINIMUM. (D (D h 13. BATH TUB-7 STEEL BATH TUB WITH CERAMIC TILE SURROUND. . y DOOR S `rHEDULE �'N®®1/Y SC��®�L� 14. BAR KNEE WALL. PROVIDE 2 X 4 KNEE WALL 0r WITH SINGLE 2 X 4 BOTTOM PLATE AND(D (D 3 - Z = Y = F-- r DOUBLE 2 X 4 TOP PLATE. SHEATH BOTH, t Z'-� I' f� t" FIL�t�I 2� 6 I" 21LL� o v nw. �- 0 o U }J-- a FACES ATCAGH6WITH 1D2EupRYWALL. PRovlo� 12" T , l� Z- I� 2 (� I M KG G w z >- _ REMARKS w 4 L 15. TOILET PAPER HOLDER. t 1 REMARKS(D 0 3 0 0 ,� I �'0 (D'-8 I3/4" A S6D = ' 16• WALL LINEN CABINET., ' Z41G G1 0 02 tt AL• 8 a 5 -Q ALUM. I (? (MOOD TOILET SEAT CTYR) / \ 3 REFER NOTED i 3"� ALUM. IC I _ oq 2 3-0• l�-8 I /4 B MTL. rfirL o � „ N TE APPLY l�YO)� or /g I YP6 X AT l U& ' 3 „ W / MR BOARD OVER, CD 12 3 2 - 8 L�-8 1 /4 C MTL. FRENCH DOOR wo G (DREF. �- N �' _ �- 4 Z' l� I�' 8 13/8" D HCWD WV —7 F 7 -� \ NOTE: WIWPOW '5TOOL5 To 8S ?AIM-ff-P, 03 _ _ PA►�TRYTo I� 5-PR:l� Lo'_8 13/4" D , N HAVE Ap7 MTL. WD o _ 04 I / sFIELVEs " _ -- � — 1i o6 6 2'-D l -8 13/2" D HG'ti'D �p �� 1 -, � - -, FINISH TILE RAl`!GE I - 7 Z !� In 8 E WD SI- FOLP ' \ .I q I� a i I I _ - 0► 8 Z'-4 I�'-8 L YVD 51- FOLD �� 5/t9" 1�1.R. 1Y�� 'X' x `--__ �1 \ , / \\ ►� _ � � of nl � � 9 L� 8' �'- 3 " - GYP. P�OARD . N 8 I /4 D MTL. W� I --- '' 10 Z' 6 Lo-B 13/4•" G MTL. FRENCH DOOR wo 2-9 ( 1-121,0 3'- 6 I I' q 3'- 6 I" I'- 6 Z'-l� I'- 6 2" 13 Z, , ` t of t �I , L� 1- 2 I I •g II 2-0 I�-8 — - E WP 0I-FOLP GAST STEEL TUI2 CA �t_0 � G flllf�i �- 2 l" FILLER t )t IF PR.-2'-4 (�'-8 13/4 E - 1 • -74l8 WD BI FOLD 13 PK, 3'0 l�'-B E WP BI- FOLD MK WIDTH HEICIN THlcy- TYPE MTL �MAZI�5 'J T _ UNIT C-E-F 14 Ply- 2' L (�'-8 E NIP BI- FOLD - BATH E UMIT D --- -- --- ----- - I - IS 21- 8 6'-8 (3/8 D H�WD AT hANDIGAPPED UNITS Wp• N CT ------ ---- - ----- - -- � I L� 2' 4 l�'-8 (3/4" F MTL. METAL DODP1 {kND rRAME I,,i-� Z� MIN UL RA1ED w / - - • - . b1TCN STYLE NOTE: 2 - 17 1-0 & 6 1 3/s p HCWI� W0 5MING HINGES � bREE�EwAY IIII TUn @ TENANT 5EPAMT10'N WALL p00R, A�IQ FRAME AT END UNITS \N SPRING IIIUGES . hloT� • To WSL r�AR l o F�>; I 2 : l-�ASP l.o�k BY CMG I LOCATt:17 AG�oS5 %ROM I— pKEYn LoLK BY uses + rolLF; 1. 4 --1 --- 21- 0 - -- -- i 05 � r- 16 Dlo o -� _ - % --_ -_ _ , �-- o D(D oq - 1 yiz���o �ss��o Foy PEe�y,t, 0 0 0 0 0 = N 0 0 0 0 0 0 16 A 8 G No Date Revision Description a to a 1? // -TRIM -r46�'PAI T � VIM I re, CIO d 03__ _ O �,l POSTAL LOCK,,. a, - --I PROVIDED gY Ll SP S ' Ca IX3 �, - —1 1—� l)j-l�rndo I�all(is .11��lhott17lc, (305) 629-0595 ! 137402555 rMidway Road. Sou teP611, Dallas,789 75234 (214) 458-6943 25 W New Haven Ave. Suite F. Melbourne. FL 32901 (305) 768-7887 2' 6 I I'-4 (-+ I 2•o 11�<�t- (UNIT D l u , It 13 I3 _ D � F w - - 18 3 2 I-� 2� Lo li 3 2 OI li3 I I-4 I-4 Z-1n _N o 0 0 0 0 0 '� PROVIDE LEVER HARDWARE AT ALL GROUND c� Q 2'-(0 1'-4 I 1'4 2:o ►�•(,t UNIT E �- I UNITS. FLOOR D m _ ,�—_8 B_ 8 / o J PLACID LAKE Apr W EATN 1 UNIT D BATH # 1 UNIT B BATH # Z UN 1T F =° _� O3 �4PARTMEI��� DatE Y o SECTION TN RU BAR UUNTE� Po, l�o�6o 7 8 --- --- - - _ - -- 5ATH zUNIT_� I I"= o INTERIOR -�' ELEVATIONS &8.1 m SCHEDULES ._ of _ i II I It I tl SSS-69085 © FUGLEBERG KOCFi ASSOCIATES, P.A. These documents and their contents are the property of Fugleberg Koch Associates I (P Z. I and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents l II without the expressed written consent of Fugleberg Koch Associates is prohibited by law. 6-0 8� T WW I 11 I { 10 U T B � ,19� DAfIA � 2 U�A(1 9 W m co Q J i� Y I10 0 +,I REMCO FOFi, W scttooL Ho GLOC36 LIGHT KIT P iw-,-A � TO 'NEAREST -4 HnU5E PANEL �7F5 z M1 J � FOUNDATIDN PLAN- �,'T': a 191t 04. PROGRess P7-TG/P6G72-z9 B' Cq�l S@?D 0.� o� i J9cy �� \\>\V10 09. It � i t � Z ✓qc� � I FUMING PLAN OF BEAM , B' D SN SLAB V0 ID. 1 I'4.SQ. 5 FLODR PLAN- TYPICAL E L EVA T1 ON MAIL BOX DETAIL 7 - ve. r.o ;s si 14n ---- t,0 FUGLEBERC KOCH ASSOCIATES, P.A. These documents and their contents are the property of Fugleberg Koch Associates and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents without the expressed written consent of Fuvleber¢ Koch Associates is nrohibitad by law 4 SIDE 01. FOUNDATION. MONOLITHIC FOUNDATION 1'-6 DEEP X 12" WIDE W/3 #4 CONTINUOUS. 02. CONCRETE SLAB. 4" THICK W/ 6 X 6 W1.4/W1.4 W.W.M. OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED SOIL. TROWEL FINISH. 03. COLUMN ANCHORS. 2 - #5 X 0'-10" THROUGH COL. 1 EACH WAY. 04. COLUMNS. 6 X 6 ROUGH SAWN COLUMN. 05. No-r :U5EP IL1�� `T-"CUB 06. LOAD BEARING PAD. PROVIDE 24" X 24" X 12" DEEP PAD AT COLUMN LOCATIONS W/ 3 1#4 EACH WAY AND 4 #5 DOWELS INTO RAiLINC: ; 2x4 , Wa e-2JUG P (6�1 PILASTER. t2olael--J�-r, Wp, `10=reT—:, {I"T, Ply9T'(��,� 07. CLOSURE WALL. PROVIDE 2 X 4 STUD WALL_Zx+ AT 16" 0. C . BETWEEN FLOOR AND MAIL BOX AND MAIL BOX AND..CE�IILJG.., __FINISH EXTERIOR WITH 3/£3" EXTERIOR FINISH CIAMP) SYSTEM OVER GALVANIZED EXPANDED METAL LATH OVER 1/2" EXTERIOR SHEATHING. (1PTIONAL INTERIOR FINISIL-J/2" PLYWOOD. 32�I�1.�� OB. MAIL BOXES. CENTRAL DELIVERY AND (go COLLECTION BOX UNITS. INSTALL AS PER MANUFACTURER'S RECOMMENDATION. Z4+ BOXES, 4 PARCEL BOXES MIN., 2 60LLeC,TI©N 09. TRUSS/RAFTER ANCHOR. PROVIDE METAL HURRICANE ANCHOR STRAPS AT BEARING LOCATION ON 4 X 10 BEAM. 10. BEAM. PROVIDE 4 X 10 ROUGH SAWN BEAM SPANNING COL. TO COL. ANCHOR TO COL. WITH SIMPSON STRONG TIE CONNECTION PLATE OR EQUAL. 11. ROOF ASSEMBLY. 215 # FIBERGLASS SHINGLES OVER ONE LAYER 15# FELT ON 1/2" CDX SPAN RATED ROOF SHEATHING W/H- CLIPS AS PER MANUFACTURERS RECOMMENDATIONS. PROVIDE PREFINISHED ALUMINUM DRIP EDGE AT ALL EDGES OF PERIMETER. 12. CEILING ASSEMBLY. 1/2 R.S. PLYWOOD ATTACHED TO UNDER SIDE OF TRUSSES AND FRAMING FOR CEILING. PROVIDE 1 X 2 R.S. TRIM AT JOINTS Af'D CEILING/WALL JUNCTURE. 13. FASCIA. 2 X y0 R.S. CEDAR FASCIA WITH. 1 X 2 TRIM. r 14. NOT USED. 15. NOT USED. 16. SOFFIT. PROVIDE 1/2" R.S. PLYWOOD SOFFIT W/CONr. "ALUMINUM VENT STRIP. 17. PILASIER. 1'-4 X 1'-4 X 1'-6 PILASTER POURED WITH PERIMETER FOUNDATION. 18. SEALANT. FOUR SIDES 0" COLUMN. 19. PRESSURE TREATED WOOD. PROVIDE PT WOOD WHERE MEMBERS ARE IN CONTACT WITH CONCRETE, TYPICAL. IN`Iz4l90 ]S,PeP Foz RE,rznrt o Date Revisior. Description 'I�t��f.l:fif:fzc� �(x:f f .=�fz(:f fl•f'f:c� I� 01-lando 'Welbourne S 2555 Temple Trail Winter Park FL 32789 (305) 13740 Midway Road Suite 6t i Dallas 'X 7523•: 04) 458-69a3 25 W New Raven Ave Suite F Meloourne FL 32901 (305) 768-7887 C' PLACID LAKIE. Ap. APARTMENTS DatF , 2¢ , qo Pro) MAIL STATION 901 of r H a zt I . co 00 00 00 00 00 00 00 00 00 00 GO 00 I 00 I 00 00 00 00 Ci J 00 i0o Ci O 00 00 00 07 ?-/ SEAM-- - I - I I• 1 I nn - 1 I 06 — 05 51DE ELEVATM 2'- 4 I I \ 7L - ,• — I I x-- x — --� e PRDV!DE JFI/C C00UIT FOR FUT'JKL 't`A.0 UNI (5 - EL` C CONTR. .ICJ CUNF!Rf1 G 51LL LDCATIDN Wi MAN�f OWNER14 CDU. ISLAND DETAIL FRUNT ELEVATION - ( ) I l .• ' 01. PERIMETER FOUNDATION. 12" WIDE X 1'-6" DEEP WITH 3 #4 BARS CON-TINUOUS. 02. CONCRETE SLAB. 4" THICK WITH 6 X 6 1 l3EAR`G W1.4/W1.4 WELDED WIRE MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN COMPACTED SOIL. F DEAM STEEL TROWEL FINISH. 03. COLUMN ANCHORS. 2 - #5 X 0' - 10" THROUGH . COL. -1 EACH WAY 04, COLUMN. 6 X 6 ROUGH SAWN COLUMN. -r ;• 05. FOOTING AT EACH COLUMN. 2'-0 X 2'-0 X 1'-0 DEEP PAD WITH 3 44 BARS EACH WAY AND 1 #5 DOWELS AND 2 PILASTERS. SLAB 06. PILASTER. 1'-4 X 1'-4 X I'-6 HIGH )F CaNC PILASTER POURED WITH PERIMETER FOOTING. 07. SEALArIr 08. 2 - 3/4" DIAMETER GALVANIZED BOLTS AT EACH.COLUMN/BEAM CON�IECTION. 09. FASCIA. 2 X 10 ROUGH SAWN. CEDAR FASCIA WITH I X 2 TRIM. 10. HURRICANE CLIP. PROVIDE GALVANIZED METAL HURRICANE CLIP AT EACH RAFTER LOCATION AT EDGE AND RIDGE BEAM. I 11. ROOFING. ROOFING 215# SHINGLE OVER 15# FELT UNDERLAYMENT ON MtN. `/Z` PLYWo�D ot2 0.5.8. SHEATHING., 12. GABLE END INFILL. PROVIDE 1X ROUGH SAWN LOUVERED INFILL PANELS 1 X 2 ROUGH SAWN TRIM. � 13. FLOOR ! '111tl. SLOPE FLOOR {/8"/FT. TO FfZOrI( I lGL-FOR D(�AIrIAGE. 14. HOSE BIBBS PRCVIDE.CEILING MOUNTED 11+ HOSE BIBBS PER BAY) SURFACE MOUNTED ' 6� •s AND CONNECTED TO SITE WATER SUPPLY. CPO 15. LIGHTING. PROVIDE CEILING MOUNTED I WATERPROOF LIGHTING SURFACE MOUNTED (2 s� PER BAY) CONNECTED T 0 SIfE ELECTRICAL SYSTEM. �s _ • c�lG� 7 ROOF- FRAMING PLAN 9•z 3-#1ot#IZ GNo I1/411 i`l 3r4°C, 7OA/ZP, NEMA -3R PANEL (MLO) . DI WITH BRANCH CIRCUITS. AS REQUIRED. L_— i PLAZE. lr LITHONIA _ -12- - I -- QL24Uo ES � r i D2. ! UMIT - 511E NPE D. FRAMING FLA" G�'•Z KS�- LINE D` lox �o COL KYUN➢_= Z{4 P.I. STUDS AT 16' D-C. .',R) 2 { 4 P.Z. TUP � bOT1DM - �I 4-- Zx 4 STU95 d R. S. PNL' S. II II TD UNERSIDE OF f'10DF II II A�OUE @ 31M. C Ot1D. DMLY ,SEAL W/ FLOOD 'HATE [Z P ROO F IN ri PRIUK ID PAINING USE-fHoMPSDNS , WAZERSEAL aR �j CGUAL _TfPI CAL 'I I I ( K.S. 2x1 ma R.S. 2X1. KI GE �•S. 2X1� ,?I GE R.S. Zxl RI GE r I 1 4x 1z rK.S.4AM � 12 TEAM A -A 1Z R.S. F AM 4x1 K.. 3EAH RAFTERS T 16' O.G. D°I. TO NEAREST N O U 5 8: PANE L 1 SELECTED PAY OwUER j A,��AT u BY _ t____ ___ • K•S. LDUVEREV INFILL PNLS I I CoNTRPGTOPZ. I DN 2 4 rREA(ED 5TL1DS @ O It.D.C.. ----------- I o f 3 ! CONC PLATFURM -CUNT Tl7 • cD (vx (, C11L. DEYDND - — i I (, .I m .IZ(� ho �(:I L . ilZc :I I I it:c i 1 ; i a0 _ �---1m 1 I 0rltic11) )tics06 10 I, lh,ittrttt 5 ., r .1 . i2 THICKENED SLA5 W/ a I I 2 5's CON F. Ta l ; _ Q PERIMETER FDHNDATIOPI ® • — — - _ = IJ l------ -LIJ1 _ - i }- + -1 — L - t _PLACID LAKE. APARTMENTS!'.., - Date: ,a �, v Q S dUARE --- --- - --- - - - - -- -- -- - ------ - I _j 2, n w 7 } W.> HARE rniainA -mnkI DI A K 1 9.2 Y110 �tLIIUN � VIVNLIC rHniiiuN vie. S55-Ji-,oOE F't (:(:F;lif':KC KOCH ASSOCIA•I F'� F' A These •1currents an.1 their +' nten;:+ are the prof er'y -f Ftt>{h•l'e-g K 1l A=;,.' • ,.1. .. 1 are Issue%1 only for tl:e spec r )ect n te.l •)n thesein irawga Any e,,r t trtt;,ns. revisi, ns r,r rno lift-ati f li,sr ' r•.• +. 'A •f �'t..•It I.11.` eYl11'eive•.1 1V "Ittell . r111.uert f' il� F'Ivleherq -K-,A Aau•.:•iat ea 1,. nr"hll,:tY l 1,v 1'vx • �u(�L�r('///,fA'� V Q rm W co Q m 4 24' • O 1 I UUIlLY1I IU11 1-Lt N 1/4" = 7 14 n tt O.G.— . rfv"'MING rnN 1/4" = 1'-0 FnDNT ELEYATION. Az'()CIA•I'ES P A Tlt,•se .l .: .1,, 11 t F n ! t1,,ir nten'= Ire .t.,. t er°K t, ,A sn�l ;ut- t4:,;.:.1 n'y ( r t're I. irc ,r i.c t n 1 1 tt 'se 4 ,..k I ,\t• I r,li!: t r,.,. r',,at r t t. i0 ..it tl.e exFt' S,' 1 written sent Of Fngl Il erR K +t h +\9,+ • 10tie ie pr, hif it _I t y law ul 0t-O,T0F OF rMr) PUN 1/411 =1'-D 07 MOTIN6 DEYL @ 51fle MLL SIDEELLOT011 114-11= I'-D 12 5518-30 WATER SHUT -1 FLDDn V, - V\I Iu I- e 5VAeWIN(I r TI4E NERRE' IY IDE A 30) i 10 AND I -� kj 2P MLO F ►Nc14 BRrA' ICES. SANITY NOT TO ' ) PAS MON ON M WL SECTI6N 11/211=1t-5 2 2� NO' n-'s 01. TYPICAL CONCRETE SLAB. SEE FOUNDATION PLAN, SHEET 2.1. 02. TYPICAL EXTERIOR WALL FRAMING. 2 X 4 WOOD STUDS AT 16" O.C. WITH DOUBLE TOP PLATE AND SINGLE PRESSURE THERMO-PLY BOTTOM PLATE. ANCHOR BOTTOM Pi ATE TO FOUNDATION WITH 1/2" ,ANCHOR BOLT, 8" LONG AT V -0 O.C. OR MASONRY Amr-HOR AT 32" O.C. 03. EXTERIOR WALL FINISH. SHEATH INTERIOR FAC WITH 5/8" TYPE "X" G.YPSUM WALLBOARD AND EXTERIOR WITH 3/8"•EXTERIOR FINISH SYSTEM OVER GALVANIZED EXPANDED METAL LATH OVER 1/2" EXTERIOR SH[A<TTIING.. SHEATHING, TO PROVIDE A 141OUR ASSEMBLY PER OSU TEST #7535. . 04. ROOF/CEILING H3JC1'IbLY. PROVIDE PRE- ENGINEERED WOOD TRUSSES AT 24" O.C. SHEATH UNDERSIDE OF WOOD TRUSSES WITH 2 LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD. PROVIDE ASPHALT SHINGLE ROOFING OVER FELT UNDERLAYMENT ON 1/2" O.S.B. SHEATHING SUPPORTED WITH H CLIPS. 05. HURRICANE CLIP. PROVIDE 18 GA. STRAP ON SIMPSON Ill AT EACH ROOF TRUSS. PROVIDE H5 AT EACH STUD TO ROOF TOP PLATjE . 06. FASCIA. 5/8 X 8 ROUGH SAWN CEDAR FASCIA WITH 1 X 4 ROUGH SAWN CEDAR TRIM WITH GALVANIZED METAL DRIP EDGE. 07. SCREEN VENT. PROVIDE CONTINUOUS SCREEN VENT WITH 1 X 2 AND 1 X 4 R.S. TRIM. 08. RAKED FASCIA. 5/4 X 8 ROUGH SAWN CEDAR FASCIA WITH 1 X 4 ROUGH SAWN CEDAR TRIM CUT TO MATCH FASCIA AT INTERSECTION. 09. 16" k 16" CONC. FOOTING WITH 2 #5 BARS CONT. PROVIDE MINIMUM 3" CONCRETE COVER TURN MESH DOWN TO FOOTING AND TIE TO OUTSIDE BOTTOM REINFORCING BAR. lr ROOFING. PROVIDE ASPHALT SHINGLE ROOF. 11. CONTROL JOINT. 12. GABLE END VENTS. ALUMINUM OR WOOD WITH INSECT SCREEN. 13. CORNER BRACING. PROVIDE DIAGONAL METAL STRAP AND STRUCTURAL GRADE THERMO-PLY SHEATHING AT ALL EXTERIOR CORNERS PER CODE. TYPICAL. 14. ROOF TRUSSES. PROVIDE PRE-ENGINEERED WOOD TRUSSES FOR SPANS INDICATED. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS SEALED BY AN ENGINEER CERTIFIED IN THE•STATE OF FLORIDA FOR THE FRAMING SYSTEM AND THE INDIVIDUAL TRUSSES. PROVIDE BRIDGING AS RECOMMENDED BY THE TRUSS MANUFACTURER. Orlando ba/las 3,11 lhotu 1rr 2555 Temple Trail. Winter Park r',. 276 (305) 629-0595 13740 Midway Road. Suite 611 Dahati TX 5234 (214) 458-6943 25 W New Haven Ave. Swte F, Melbourne, FL 32901 (305) 7 68- 788 7 PLACID LAKE APARTMENTS Dr Ck �( AI" h"�� Date Z'4 ✓] Pro) 1(041.00 MAINTENANCE 93 ■� Of n r . M�3 f A W O cy— CL O CYj CL Q o co ~ it a- w . V CZ w z LJ H 7 LJ J CLZ A (4 CL A y T[TYY , 51 SYMBOL O PLACID LAKE APARTMENTS SITE LANDSCAPE PLANT LIST BOTANICAL NAME COMMON NAME SPECIFICATIONS Quercus Virginiana Live Oak 12'-14'x5'-7', 3" CAL 27 Myrica Cerifera Wax Myrtle 8'-10' OA, multi 12 Salix Bablonica Weeping WiIIow 10'-12'x5'-6' co 24 Taxcdiurn Distichum Bald Cypress 8'-1 O'x4'-5' I-- Z 1080 Viburnum Oduratissum Sweet Viburnum 24"-30"x18%24", 3'OC W Ne J C� i Q 0 0 U �- z z LL1 O W x LiJ 0 0 z Q J . o U � ,0 Q z . Q n rn 0 r U r N I of � I O � A 00 , W � o X y � ► � I tztd W m W °D \ c -t t� Z ro y4 o O W N 0 a V C d y, L O a v O V c N s 3 nm v� 0 N LL 1 t , v a Zo r 25 M (2V I "' IZ/ FP "; /-F F7 j vo IG F-I,& PLACID LAKE APARTMENTS TOTAL PLANT LIST FOR 12 BUILDINGS WM 48 QV Quercus Virginiana Live Oak 14'-16'x7'-9', 4" CAL 108 LI Lagerstroernie'lndica Crape Mgrtle 8'-10' OA, multi - 204 SP Saba] Palmetto Cabbage Palm 12'-28'CT 1860 PTY Variegated Rittosporum Variegated Pittosporum 15"-18"x 12"-1 S" 468 Y0 ViburnumOdoratissum Viburnum 18"-24"x15"-18" 780 RD Red Ruffle Azalea Dwarf Azalea 12"-15"x 10"T 12" 2112 PS Philodendron Selloum Philodendron 24"-30" OA* 924 RIA Indian Hawthorne Raphiolepis Indica 12"-,15"x10"T 12" 552 PF Photi nia Fraseri Red Ti p Photi nia 24"-30"x 15"-18" 48 ND Nandina Domestica Heavenly Bamboo 18"-24"x15"-18" 268 TG Thyrallis Glauce Thyrallis 12"-15"x 12"- 15" 300 PC PlumbagoCaPensis Blue Plumbogo 924 MB Morea Bicolor African iris 1 gallon, full. 1 176 LEG Liriope MuAari Liriope E&WgreenGiant 1 gallon, full LANDSCAPE NOTES: 1. The landscape contractor shall be responsible for all materials and all work as called for on the landscape plans arid in the landscape specifications. Landscape contractor shall verifu all quantities and report any discrepancies at time of bidding. 2. All plant materials shall be graded Florida No. 1 or better, as outlined by Grades and Standards for NursergQlants, Parts I and 11, Florida Department of Agriculture and Consumer Service, Division of Plant Industry. 3. All plant beds and tree s9ucers shall be top dressed. with 2" minimum shredded cypress bark mulch (Florida'1�2 grade or better). Mulch around trees in lawn areas to be 6" _radius ring around truirl . 4. Staking or bracing of trees, palms a.nd shrubs is at the option of the landscape contractor unless requested by the landscape architect. The landscape contractor;=however, is. required to maintain ofl plant material in an upright and stable position. Staking methods must be approved by the landscape architect. 5. Landscape contractor s01'1 corrdi note with the lighting and irrigation contractors regarding.timing of the instiillation of plant materials. 6. Every possible safegua d shall betaken to protect building surfaces, paved surfaces, equipment and furnishings. Landscape contractor shall be responsible:for any damage or injury to person or property which�may occur as a result of his negligence in the prosecution of the work. 7. The landscape contractor shall assure that his work does not interrupt,established or projected drainage patterns. 8. The landscape contractor shall assure adequate vertical drainage in all plant beds and planters. Vertical driili`hg through any compacted fill to native soil (or other necessary measures to assure vitdou3 plant growth) shall bd accomplished to assure drainage. 9. All plant material shall be guaranteed for a period of one (1) year. 10. All sod shall be St. Augd3line Floratam solid sod. Areas to be sodded are indicated on plans. 'IRRIGATION NOTES: 1. Owner to provide 100% coverage on ALL land_-Icape and sodded areas through the use of a full y autorriatic I rrigation _;ij:3terri. 2. All mains and laterals hall be Class 160 PVC and the rninimurn tpth of cover over piping shall be- 12- for mai Mine, 12" in all other area-- ex.q.ro, !i.rrder paving where pipe shall be a rnirdmuro dpPth of 24" below nave ment. All._le?Y.es shall be Schedule 413 PVC. 3. All in: t.i.11ation flhall be in accordance writh local code.3. IK-E REMARKS AND NOTED RESTRICTIONS THESE PLANS HAVE BEEN PREPARED FOR THE EXCUISIVE USE OF THE CLENT ANP NOT NTEtAEQ FOR ANY OTHER PURPOSE. TO THE BM. Or- MY KNOWLEDGE THESE PLANS MEET THE RMAZ TENTS SET FORTH N FA.C. IOD-15. THESE ORAWIN05 SHOULD NOT BE CONSTRLE0 TO MEET ALL THE REQLREMNiS FOR CONSTRUCTION OF THE POOL, BUT ONLY THOSE REQUREPEtITS SET FORTH BY F.A.C. IOD-6. L iFE THAT ARE NCORPORATED N THESE PLANS MUST Be N STRICT ACCORDPOOLS) WITH Tit PLANS N ORDER TO OBTAN A STATE OPERATING PERMT. ALL CHANGES MUST HAVE WRITTEN APPROVAL FROM THIS Et4ll Em AND THE WISION OF HR.S. PRIOR TO SUCH "WE OR ALTERATION BEING MADE. 2. THE POOL CONTRACTOR SHALL HAVE THE CONSTRUCTION AUTHORIZATION FROM THE PIVMN OF H.R.S. PRIOR TO APPLYING FOR A BUILDING PERM OR COM1ENG14 CONSTRUCTION OF ANY KW. 3. MMMOININ 11MAURM BY T'H0 W MMWb THE FOLLOWING JOBSTTE MPECT1" ARE REQLAZW BY THIS EN4IM N ORDER TO SECLftE THE ENGTERNG CERTMATION OF THE POOL($) POOR TO THE OF HR.S: OPERATING PER�MT �l)BPEC-noR A.gg77DIV�IVIISI (ON CONCRETE PLUEDTG�W'MTA PR TEST ((F�'RXJR TO BACKFiL) C. FINAL (PRIOR TO THE MOM OF FLR3. oPERAt1JG PERMT NSPECTiON) GEN. CONTR.'S RESPONSIBILITIES . THE GENERA. CONTRACTOR SHALL SUPPLY OR COMPLY WiTH THE FO LOWING: A: AN ACCEPTABLE N FRESH WATER SUPPLY TO THE FILTRATION SYSTEM B 10 2 At" OF I PHASE/ 230 VOLTS EtEC1RIC SUPPLY t0 THE POOL -SUBCONTRACTOR SUPPLED ELECiRICAL PAPEi 9 AID UDERWAIER LIGHT TRANSFORMERS (LOCATED AROUND THE POOL. MD SPA). WO C 4' WASTE WATE-R-PISCHAR0 AN AUTNORtZPO DISPOSAL ARPUA S (AALLOWED B CODES . GP! 1. T0 P. H7 Ea (4 (nMfdia ) )FESce AROUW T}E POOL AREA (To xGwe AREEADLDYY S,CCESBLE 1 i4 ,.. E. FIRST AD EaA011ENT TO BATHERS. i . } F. SANTARY FyA��C(g)E9W (WATERCLOSETS,ETC.), AIT917E OFF EACH OOL, SPA, WVAADNG POOL. ALSO AN 'AN4LE-,.Ei� TYPE OF DRNKtJc FOLNTAN SHALL. BE PROVDL9 APJACeNR TO THE POOL. WATEZ5 EDQc. THERE SHALL Be A HOSE BW (WITH A VACIA.H BREAKER) ADJACENT TO (OR l6DE) TFE SANITARY FAG T:S AND PRI SSLRB �' BACKR PREVEITORS A3 REGlA2E0 BY GOVERtt'ENiTAL AGk�NGi9. , C. A FACILITY OR AREA FOR CWWAL STORAGE UDER ROOF AND PROTECTED NOT FROM ACCESS BY UNAU1Hk7Rt1ED PE" (CHEPICALS MAY BE STORED N THE FILTER ROOM OR EGLIPt•ENT PACK . K THERE SHALL Be NO PROV51M FOR ORNK OR FOOD -SERVING FACLnies WITHIN Q FEET OF EACH POOL CURB OR "ER EDGE OF THE POOL. MCI, DECKING NOTES AND REMARKS THE POOL DECKNC INSTALLER SHALL INSTALL AND PLACE THE DECKNO 50 THAT THE SPECIFICATIONS ARE MET: FOLLOWING A. MCK ) POOL kV SPA. 0 WAY(F OM ALL AROLNO A WADNGPOOOL. MCKNG WILL SLOPE AV THE POOL(S) A 1{ A Nt [ tlti SLOPE OF 2 9Y. 3' PER 10 . ALL DECKING LS TO Be OF A SLP RFSISTANtT AND PPERYIOLIS t1A OVA. BY THIS DESIGN ENGINE -ER 5 RECI RED PRIOR TO THE DECK INSTALLATION TO HELP ASSLIft COWLIANCE WiTH FA.C. WP-S. B. M 4W VERTICAL A..EARANCE ABOVE POOL(S) AND DEAL iS r. C. N0 WOOD DECKING WOOD EXPANSION JOINTS, CARPETING SHALL BE NSTALLEO N DECK AREAS REQJ ATED BY F.A.C. 100-4. D. DECKS NEXT TO PARKING AREAS SHALL HAVE 1RAPPIC'BARRERS NEXT TO THE DECKING (F REm REO) TO PREVENT DECK OBSTRUCTION BY VE 11CLE5. E. THE FIRST 15' OF DEL% WALKWAY FROM THE POOL TO THE SANITARY FACILITIES SHALL ALSO BE OF A SMOOTH, f PERVIOUS, SLP-RESISTANT MATERIAL. F. ALL ELEVATIONS SHALL Be FNAMW AT THE PRO.ECT TO ALLOW FOR ADJACENT ELEVATIONS. c. CONTACT EN6� PRIOR ROAs W OF EtEVA- ", CXw, kv ExP CONTROL JONT K ALL DECK-O-ORANS SHALL BE DRAINED WITH 3' PVC PPNG TO THE CLOSEST STORM SEWER. MANTAN A DOWNWARD SLOPE N THE PPING TOWARD THE STORM SEWER. LIGHTING AND ELECTRICAL NOTES L ALL. ELECTRICAL EQUPrIENT AND INSTALLATIONS NCLLVNG GROLM4 OF METAL WJ1PM-NT TO 1'EST OR EXCEED THE LATEST NATIONAL EUCTICAL CODE. 2. NO OVERHEAD WRING WITHIN 10 OF NSDE EDGE OF POOL. WALL. 3. ALL UDERWATER UGH15 SHALL BE EQUIPPED WITH LOW WATER CUTOFF DEVICES. ' 4. THE FOLLOWING AREA LLUINATION 5 NECESSARY FOR APPROVED NCHi SWLtNG A. OUTDOOR PW4!c 10 FOOT CANDLES AT THE WATER AND DEAL LEVELS. B. INDOOR DECKS: 30 FOOT CANAX-5 AT THE WATER AND DECK LEVELS. 4, THE OWNER SHALL SUBMT TO THIS ENQZ-M S COPES OF THE DECK LL"-- • ATION CALCU ATiONS AND DESIGN. NOTE THAT THESE CALCU.ATI N5 SHAD. BE . 510W AID SEALE7 BY AN ENGPE£R REGISTERED N THE STATE OF FLORDA. F NO CALCULATIONS ARE AVAILABLE, TM ENGINEER MAY BE MECTEO TO PRO - Me THEM F NO. CALGLLAT" MD THE DECK LLLP4JATION DESIGN ARE SLOM- TED TO THE DEPT. OF FRS, THEN NO HINT 5WM'NG WILL Be PERMTTED. THE DRAWINGS SHALL CLEARLY WICATE THAT THE POOL 15 FOR 'DAYLIGHT' USE ONLY. I SIGNAGE REQUIREMENTS L RULES AND REGLIAT10N6 FOR BATHERS MUST BE POSTED NEAR POOLSIX ANP SHALL Be "MILE FROM EACH POOL AID POOL DECK AREA. THERE B A PLAN FOR A TYPICAL 'POOL RULES' XN ON SHEET LE-3. STRICT t COMIMM FOR THE EXACT VERBAGE 5 MANDATORY FOR FINAL APPROVAL. 2. F THE POOL DOES NOT HAVE AN APPROVED DING BOWL COFiQA ATiON, i THE RULE 't10 DIVING' MED UST BeBE P03ON THE POOL RU%S SIGN N 4' HIGH LETTERS ON A CONTRASTING BACKGROUND. 3. F THE POM'S DEEPEST AREA 5 LE55 THAN 6' DEEP, THERE SHALL BE 4' H 04 'NO WMI MARXNGS ) LOCAiED ON TOP OF THE CURB OR DECK WITHIN 2' OF TFE POOL WATERS EDGE. THERE SHALL BE,_A MAXI1Jt1 OF 23- PERMTER FEET BETWEEN EACH MARKING. 4. WHEN SEPARATE SANITARY FACLnr-s ARE PROVDED AND ARE NOT VBABLE FROM ANY. PORTION OF 1HE POOL pEC� 51GTNS 5Hi ll BE POSTED SHOWING P91,CTIONS TO THE FAClITES. THESE DiKELi10NS SHALL BE LEGIBLE FROM ANY PORTION OF THE POOL DEC% AND THE LETTERS SHALL BE A I`tMl OF I' HIGH ON A CONTRASTING BACKGROUND. EACH SANITARY FACILITY ENTRANCE SHALL LABRLW TO DEPICT EACH SEX. t;. 5. THE ONLY AUTHORIZED ABBREVIATION FOR 'FEET' AND %CFE-S' WILL BE {t 'PT' AND 'N' RESPECTNLY. 6. N THE EVENT OF MU.TPLE POOLS AID SIGNS AT ONE LOCATION, THE BATH - NO LOAD ANP tIAX..POOL WATER TEMPERATUft OF 105" SHALL BE LOCATED ADJACENT TO EACH POOL (5PA� MISC.'�' CONSTRUCTION NOTES L POOLS WM A SLOPE BREAK SHALL HAVE A 4' MN" CONTRASTING TILE AT 51" BREAK AND A SAFETY LINE POSITIONE-0 7 ON THE SHALLOW END SDE OF THE SLOPE BREAK. THE FLOATS SHALL BE 0 r Itl%" INTERVALS. 2. THE LPPER PART OF POOL WALLS ARE WiTHN 5 DEGREES OF VERTICAL FOR AT LEAST 2.5' AND THE RADUS J01" THIS UPPER SECTION TO THE FLOOR DOES NOT EXCEED 2S. F THE UPPER SECTION OF THE WALL 15 N AN AREA THAT 9 GREATER THAN 5' PEEP, THEN THE WALLS SHALL BE VERTICAL WiTHN 5 DEGREES FOR A L'"W DEPTH EGUAL TO THE POOL DEPTH 1111,/9 2.5" MD THE RADUS DOES NOT EXCEED 25. 3. THE VAK-PAK FILTRATION SYSTEM SHULL Be LOCATED WITHIN 45 FEET FROM THE POOL WATEZ3 EDGE UNLESS TF44 ENGDEER SPECIFICALLY ONES PRIOR WRITTEN AUTHORIZATION TO RELOCATE. 4. THE VAX -PAY. FLTRAT)ON SYSTEM SHALL BE PLACED LEVEL WITH THE POOL WATWS ELEVATONN UNLESS TM ENGNEER SPECFiCALLY ONES PRIOR WRITTEN AUTHORIZATION TO RELOCATE. 5. NOTE THAT THESE POOL 31 _rURE(S) ARE NITf DESiGTED TO WTHSTAND 09. WATER CONDtiiON9 THAT COU D CAUSE HAA7�NGGAOF T}�TS �S). 6.. THE SOIL / EARTH UNDER EACH POOL. SHALL. HAVE A SOL DENSITY AND COMPACTION OF CIZ (MN.) OF THE OPT" MODFED STAIDARO PROCTOR TEST. THE GENERAL CONTRATOR SHALL SUPPLY & INSTALL THE V UNDERGROUND PROPANE GAS TANK WITH ALL HOOK-UPS TO THE SPA HEATER. COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. MISCELLANEOUS EQUIPMENT MQ RTY OATAIAMA + [11 O 1110l1 DOBOMPTI0!! I I TEST KIT W BROMINE TAYLOR 2105 MILLER 099-2-005-9 2 1 LEAF BRUSH A B #3030 PWP 12-2015 3 1 LEAF SKIMMER AQUALITY 6001 PWP 12-1685 4 3 POLE 16' STRAIGHT 6015-03 ALUM. PWP 12-1545 5 3 HANGER SET #1554 2 POLE PWP 12-1835 6 1 VACUUM HOSE - 50' SPIRALOCK T02778 PWP 12-0105 7 2 LIFE PRESERVER GIAMANCO 20LR 8 2 THROW ROPE - 60' AQUALITY 24002 PWP 12-2325 9 2 RESCUE HOOK AQUALITY 10138 10 I SPA NAINTENANCE KIT I OW SM-2 PWP 12-1275 II 2 NIDY CO. - 407-644-3121 12 2 WATER VOLLEYBALL 13 2 STAINLESS STEEL POLES FOR NET NIDY CO. - 407-644-3121 14 I WATER 1,110ALL NET NIDY CO. - 407-644-3121 15 1 _VQ POOL RULES SIGN SEE DETAIL 15LE3 E E -5 -V PE Ell SEE DETAIL II LE3 .,, H gOg2-1 1 VAK-PAK FILTER SYSTEM SELF-CONTAINED j. C, 1 SPA PLAN VIEW 135.00' i� UTILITIES BY G.C. i GAS SUPPLY ♦♦ ,i 6 I" WATER SUPPLY ' 4" WASTE WATER /' # 8 P < 0 ELECTRICAL SUPPLY ,0- \GPI DECK SHOWER ♦`♦` (r-�) THERAPY TIMER GAG W ITCH i17 O O �E # 115 `♦♦ O ♦ O ♦.♦ 4•-a 5 ♦ SANITARY FACILITIES (BY GEN. CONTR. MEN L I I 1 0 WOMEN I 0 1 0 I. FLOORS SHALL BE OF CONCRETE OR OTHER NON -ABSORBENT MATERIAL. 2. FLOOR SURFACES SHALL BE OF A SMOOTH, SIP -RESISTANT Ft45H. 3. FLOORS SHALL BE SLOPED FOR POSITIVE DRAINAGE TO FLOOR DRAN(S), 4. OUTDOOR POOLS TO HAVE OUT5VE ACCESS DOOR TO SANITARY FACILITIES AND SIGNS WILL BE POSTED SHO`,YNG THE LOCATION OF SANITARY FACLtT" (IF THEY ARE NOT V1313LE FROM THE POOL OR POOL DECK). 5. THERE ARE NO FOOT BATHS. 6. A HOSE BBB (WITH A VACUUM BREAKER) SHALL BE LOCATED ACCESBLE TO EACH SANITARY FACILITY. 7. WALKWAYS BETWEEN THE POOL(3) AND SANITARY FACILITIES ARE TO BE CONSTRUCTED OF CONCRETE OORR OTHER NON -ABSORBENT MATERIAL FOR THE FIRST 6 OF WALKWAY AND HAVE A SLIP -RESISTANT FINISH. 8. DRE33NG ROOMS (F PROVDED) SHALL HAVE SMOOTH, SLIP -RESISTANT, NON - ABSORBENT FLOORS CONSTRUCTED OF CONCRETE OR OTHER SUCH MATERIALS. CARPETING (AND OTHER SPILAR FLOOR COVERINGS) ARE PROHBITED. .0 CLU =HOUS f � -��+(f_ f!Ir ±ItLE 1 POOL _ PLAN VIEW 1 DECK PLAN VIEW WOOD DECK eu BRICK PAVERS IN DECK BY G.C. ���, \♦ / DECK CONTRACTOR ------ - - -� !4 O O if O � 4,O I O I �4 0' 1 4 } M, -12 I } 0r�, I r I 31 ,0 j O O O I 1 l I I ®ram, // 04 � f L---------------------------- -- J ORIGIN (0,0) O u I Il -jt- Ljtt 12" Pt �r 1-0 POOL / DECK / DRAT AGE m p n N V E IN SCALE: 118 "= 1' SPA THERAPY TIMER SWITCH THE POOL CONTRACTOR SHALL SUPPLY AND INSTALL A HEAVY-DUTY "TWIST -TYPE" TIMER SWITCH AS LOCATED ON THIS SHEET. THE. TIMER SWITCH SHALL OPERATE AND SERVE AS THE SWIMMER'S METHOD TO OPERATE THE THERAPY PUMP LOCATED IN THE VAK-PAK. THE INSTALLATION SHALL COMPLY WITH ALL LOCAL CODES AND THE THE NATIONAL ELEC- TRICAL CODE. COORDINATE THE INSTALLATION WITH THE PROJECT MANAGER AND THE PROJECT ELECTRICAL CONTRACTOR. THE POOL CONTRACTOR SHALL COORDINATE THE LOCATIONS OF THE POOL RULES AND SPA RULES SIGN, THE SANITARY FACILITIES LOCATION SIGN, AND ALL SAFETY EQUIPMENT HANGERS. ADVISE THIS ENGINEER OF THE DESIRED LOCATIONS PRIOR TO INSTALLATION FOR APPROVAL. NOTE: ALL STATED DIMENSIONS WILL OVERRIDE SCALED DIMENSIONS. REFER ANY QUESTIONS TO KMA. aUNDERWATER TRANSFORMER LOCATION -fR (NOTE MUST BE MOUNTED MIN. 8" ABOVE POOL/SPA WATER LEVEL). LEGEND FOR DECK LIGHTING L� LIGHT POLE AND FIXTURE SYMBOL (ARROW DENOTES LIGHT DIRECTION) J> Pt. # 1 LOCATION POINT FOR DECK ILLUMINATION MEASUREMENT SEE SHEET LE 1.2 FOR DECK LIGHTING DECK LIGHTING PLAN VIEW III®EX ®G DI'AWINQS LE I POOL, SPA, AND DECK LE I.1 POOL DIMENSIONS, EQUIPMENT, AND NOTES LE 1.2 DECK AREA LIGHTING LE 1.3 DECK DRAINAGE & EXPANSION JOINTS LE2 POOL PLUMBING, SECTIONS, & NOTES LE3 POOL DETAILS LE4 SPA PLUMBING, SECTIONS, & NOTES LE5 NOT USED LE6 POOL/SPA FILTRATION FKA-1,2 ARCH. POOL DECK PLAN This space reserved for State Health Department approval c c 0 U 0 C ro 0 .y N E C7 fl_ C N 3 N O) C ro Q O N 0 3 ro a a c ro 0 y rn N N ro n 0 S7 ro 0 Z v 0 U 0 N Q c 0 X 0 c 0 N 0 U M 0 N ;_ v a t: ILI 3 N y a x 0 y ro 0 0 y 0 N s 3 y c c ro E 0 c o a c ro c y Q 0 U o rn c ro u U J7 U 0 0. s 0 0 y ro N O7 C c ro c m y t ro n w N a) N L Ql a- _T O 0_ O a` a c ro _N t O) L T a 0 U 3 ro J 0 E E 0 U tN a� T N N a x m a 0 M U c N N Lo U 0 N Q C A C N REVISIONS BY Engineer's Seal 0 Z O W L E O •t O W i C: V V J a- U � cn Q � � e O 0 DRAWN KM CHECKED D-rtit DATE 90 SEPT 18 SCALE AS INDICATED JOB NO. 9092 SHEET LE=1 OF 9 SHEETS i4 4 A 4 TIMER FOR UNDERWATER LIGHTS THE POOL CONTRACTOR SHALL INSTALL AN INTERMATIC T-104R 24 HOUR TIMER SWITCH FOR THE UNDERWATER LIGHT(S). LOCATE THE TIMER SWITCH ADJACENT TO THE ELECTRICAL SUB —PANEL FOR THE POOL EQUIPMENT. SODL 'C0MPAu'9: T N N 0 T ES' UNDER EACH POOL, AND SPA THE POOL CONTRACLOR SHALL ACHIEVE A DENSITY AND COMPACTION OF AT LEAST 95% OF THE OPTIMUM MODIFIED STANDARD PROCTOR TEST. AN INDEPENDENT SOILS TESTING ENGINEER SHALL SUBMIT VERIFICATIONS OF ACCEPTABLE COMPACTED SOILS PRIOR TO THE PLACEMENT OF STEEL REBAR AND POOL SHELLS. U a MAIN POOL PLUMBING INSTALLATION REMARKS I. THE PIPING LAYOUT SHOWN ON THESE SHEETS IS FOR CLARITY ONLY. SEE THESE INSTALLATION REMARKS FOR PIPING PLACEMENT. ° 2. ALL PLUMBING PIPING TO BE PLACED UNDER THE BEAM OF THE POOL. IF THE REQUIRED BACKFILL AND COMPACTION CAN NOT BE ATTAINED, THEN ALL PIPING SHALL BE STRAPPED TO THE POOL SHELL WITH THE MAXIMUM SPACING SHOWN: PIPE SIZE: 1" 1.5" 2" 2,5" 3" 4" 6" 8" MAX. SPACING: 4' 5' 5.5' 6' 7" 7.5" 8' q' 3. PIPE HANGER DETAILS & SPECS. SHALL BE SUBMITTED TO THIS ENGINEER FOR WRITTEN APPROVAL PRIOR TO INSTALLATION. 4. THE GUTTER PIPING SHALL BE INSTALLED SO AS TO ALLOW THE MAIN GUTTER SUPPLY PIPE TO HAVE A SLOPE DOWNWARD TOWARD THE COLLECTOR TANK. ANY MODIFICATION TO THIS INSTALLATION PROCEDURE MAY RENDER THE GUTTER PIPING INOPERATIVE. 5. THE MAIN DRAIN PIPING SHALL BE INSTALLED SO AS TO ALLOW THE MAIN DRAIN SUPPLY PIPE TO SLOPE UPWARD TOWARD THE COL— LECTOR TANK. AT NO POSITION SHALL THE MAIN DRAIN PIPING CHANGE SLOPES SO TO ALLOW AN AIR POCKET OT TRAP TO OCCUR. ANY MODIFICATION TO THIS INSTALLATION PROCEDURE MAY RENDER THE MAIN DRAIN PIPING INOPERATIVE. 7 n P C b WEDGE ANCHORS 8 REQ"D 3 STA—RITE #414g4 PWP 16-2520 6 ESCUTCHEONS 8 REQ'D 4 3 HAYWARD #5P-1042 /.00 PWP 16-2 30 ADDITIONAL #4 REBARS SHALL BE PLACED IN A DIAGONAL DIRECTION (45 DEGREES) TO COMPEN— SATE FOR THE ADDITIONAL STRESSES PLACED BY THIS SHAPE WITH ANGLED WALLS GREATER THAN 180 DEGREES. PLACE THESE ADDITIONAL BARS FROM THE TOP OF THE POOL WALL OUT INTO THE FLOOR FOR A DISTANCE OF 8 FEET AWAY FROM THE WALL. SEE THIS ENGINEER FOR ADDITIONAL INFORMATION. TO TOP 'q-'z�4 VERTICAL OUTSIDE CORE N R 0F POOL OF POOL WALL HORIZONTAL INTERSECTION OF WALL AND FLOOR 0 CID DIAGONAL PLACED STEEL 12" O.C. THIS DIAGRAM/PLAN IS SHOWN IN A FLAT VIEW 1 4' —?" I K'— n" p00L - LAYOUT PLAN V � E W eV-6') SCALE. 1/8" = 1' •m O ° 4•-0' ° ° p 04.-0, ° ®4 -6' ° - r�. o 4'-W ° ° E Q U flro-" M E N T �DENT�F�G`ATD0N PLAN V M U V SCALE: 1 /8 "= 1' POOL SIZES LENGTH: 5q'—qj' WIDTH: Iq'-0" PERIMETER: 185'-0" AREA: 1344.2 S.F. VOLUME: 40,21q GALS. BATH. LOAD: 391 TURNOVER: 3.43 HRS. DEPTHS: S-6" x 5'-0" FLOOR SLOPE: VARIES 9 N HYDROSTATIC RELIEF VALVE ( 4 REQ'D xv "THE POOL PLUG" 1-301-733-7750 (DIST. BY OUTDOOR WORLD) 5 STATIC GUTTER FITTING �3)HAYWARD #SP—IOIq MILLER #044-3-001-3 3 VOLLEYBALL SOCKETS 2 REQ"D) E3 NIDY CO. 407-644-3121 2 VACUUM FITTING FLUSH PLUG ,E3 FITTING HAYWARD #SP-1022 MILLER #044-3-001-3 PLUG HAYWARD #5P-1022C PWP 16-2265 3 LADDER 2 REQ'D E3 SWAN 3 STEP 36" S.S. MILLER #560-2-035-5 MAIN DRAIN FRAME & GRATE( 2 REQ"D) ,E MAIN DRAIN VAK—PAK 12" VAK—PAK MD 12/ L) /2 s FRAME & GRATE/HAYWARD #5P-1032 PWP 16-1655 HYDROSTATIC RELIEF VALVE/HAYWARD SP-1056 PWP 16-2255 U I UNDERWATER LIGHT tEVI-IGHT AN. PROD. #704341 MILLER 054-6-317—q NICHE AN. PROD. #752105 MILLER 054-6— 34-4 TRANS. — GIAMMANCO CP-300 MILLER 248-6-026-6 2 GUTTER AIR RELIEF I REQ'D) #3 HAYWARD #SP—IOIq MILLER #044-3-001-3 2 GUTTER FITTING (Iq REQ E3 HAYWARD #SP— IO Iq MILLER #044-3-001-3 �0 FLOOR RETURN (14 REQ'D ) STA—RITE #3417 PWP 16-2241 DEPTH MARKINGS (4" HIGH I" X I" SLIP —RESISTANT TILES TILE SUPPLY — WINTER PARK "NO DIVING" MARKINGS (4" HIGH) I" X I" SLIP —RESISTANT TILES TILE SUPPLY — WINTER PARK HANDRAIL S.S. 7Z' (2 REQ'D) SWAN #3HR— (. —04q MILLER 580-2-100-7 This space reserved for State Health Department approval r� O Z E (C: W E i nE •� W l�l Qsir � O •O � • C: I ^ �i C O O a. DRAWN K Ni CHECKED DTM DATE 90 SEPT '18 SCALE AS INDICATED JOB NO. 9092 SHEET LE—lel OF 9 SHEETS t r • t t: •S i t Ali `� , NFE x LIGHT PARAMETERS x t r LIGHTING,,TYPE, H,P.SODIUM i5 +, LUMINAIR i+fAGNUFORP! II y HUBBEL£, RCL-1ODOS=IPB-1 d � � f �_ P LIGHT i ATTAG "100.0 ` y ,f v, s •POLE HEIGHT FT); 25- NO OF TIGHTS. 4. # ,TOTAL ATTSi 4000 A LIGHT'POLE :LACEMENT x LIGHT ' ^' X(rT) ,l.(F-T ) FRONT ANGLE 1 =34 11 . 90 2 7$ 26 0 :.. t3. 50 96 270 ., 4 6 ,:_ 31 225 x ESTIPIATED POINT ,SIGHTING LEVELS x MOUNTING ARM ` POINT,``- 'X FT (. ) Y(FT) FC-1 FC-2 FC-3 FC=4 TOTAL FC ( SEE DETAIL 5 ) 4.7 1 D _ 0 9.35 25' NOMINAL ORIENT TOWARDS 2 _15.5 0 )5•4 18.54 HEIGHT POOL PER DECK :3 -31;5 95 0 5,23 "'0 19,74 2.99' 0 21,6 LAYOUT 4 31.5. 1.78 8; . 1.3.37 2,83 0 3,69 24,53 19,9 5 22,5` 6;61 6,68 '07 3,44 16.82 • ._. .. 53. 37 2, 45 '13 , 88 , 97 19 18.21 21 LUMINAIRE UNIT 8 ' f. 44.5 138 96. 1.9 l'48 _ 13,67 SEE DETAIL 3 ) -47 50.5 85 8,05 2,59. 1,84 13,35 .9 0 33:. . 36 2.08 3 1,02 8,22 14,34 h .1 =11 -15,5 D 19 8,03 65 0 9,770001 18,51 12 0 -9 5.98 0 0 17.97 9.5 7.83 0 23.95 13 15;.,5 0 - 12.43 9.5 11,47 .84 0 6,87 20.27 _-33 23 5.87 21-4' .13 7.2 19.19 15,96. 15 l0 -47.5 37,5 12.06:. 7.48 82 3.28 13,66 ' 17 72,. 77.8 56,5 D 12,01 5.21 .09 62 07 17.69, SEE DETAIL 8 FOR "l8 -72-, 9,89 6,48 0 67.5 0 6.17 r 10 .45 ELECTRICAL DATA 19.. -'66 5 8,71 0 62 .12 8.33 6.67 12 14,88 .20 -12 62 ,D9 9,D9. 6.96 0 15,26 16,15' STEEL POLE ( DETAIL 4 ). x NOTES K 1, 2, FC = FOOT—CANDLES AT SPECIFIED DECK COORDINATE, 3.. TOTAL FC IS SUM OF INDIVIDUAL LIGHT CONTRIBUTIONS, FRONTAL 4, ANGLE MEASURED IN DEGREES CCW FROM PLUS X, y=0, CALCULATIONS ASSUME 5 , LIGHTIPIG LOSS FACTOR OF 0,8.5, FLORIDA DHRS/10D=5 REoIJIRES 10 FC CONCRETE FOOTING — BASE/ANCHORING ' of DECK ILLUMINATION, ( SEE DETAIL 7) ( SEE DETAIL 6 ) q lf- OOL DEC L 11 �NG"' h111 AL 11 %JD S —GRADE LEVEL ti 83CHEDULE SCALE: NONE 10 u -- LUNINAIR NOUNTING ARM I� NOTE: DECORATIVE COVER NOT SHOWN SPECIFICATIONS MANUFACTURER: HUBBELL LIGHTING CATALOG PART NO.: MAA-10-1 MATERIAL: EXTRUDED ALUMINUM FINISH: BRONZE 'LECTROCOTE' EXPOSED PROJ. AREA: 0.6 FT WEIGHT: 5.8 LBS. LUMMAoR MOU N T A M L A N � /J E WSCALE: NONE T C I 0 - 24 HR. TIMECLOCK; 12OV / IOA CUTLER -HAMMER # 10336-H22 NEMA-2 (RECOMMEND INDOORS) AC LIGHTING CONTACTOR UNIT NEMA-I ENCLOSED (INDOOR) CUTLER -HAMMER #C30BG3A 120V COIL/600V MAX. LOAD LCI MOUNT THESE IN THE MAINTENANCE ROOM 120V TO COIL IN LC I TO LIGHT UNITS (3 BRANCHES) f 120V PR 240V SUPPLY TO LIGHTING CONTACTOR UNIT 120V SUPPLY TO TIMECLOCK Q EL ECG �TRMA� R3�E(G�UITS IF 0 110 1 VIE SCALE: NONE III=11 III�I�IIIIif- I —III —I I FIRM, COMPACTED EARTH, q5% COMPACTION MINIMUM UG`HcT POLE QE38EM o Y 25' POLE SCALE: NONE ANCHOR RODS (4 REQ'P) -� -- - - - 3/4"e x 301 x 3" EL. (ANCHOR RODS ARE SUPPLIED W /POLE) 3/ 4" STEEL HEX NUT (8 REQ"D) TIGHTEN WIRED "LOCK 3/4" STEEL FLAT WAt (8 REQ,P) STEEL BASE OF POLE GROUT AFTER POLE IS SET AND PLUMBED (NON -SHRINK GROUT) TOP OF CONCRETE FO 0 oQSC gf�C�100 NCB DETQDL� SEC�THU"N VAC W ELECTRICAL PARAME TERS TOTAL LAMP WATTAGE: �000W FLA • 120VAC/80 Hz: .34A FLA • 240VAC/80 Hz: i.'A U L c RCL A DIAENSKMAL DATA A 22.5" 572 NN B 30.25" 768 NN C 10" 254 . Mfg LUMINAIR SPECIFICATIONS HOUSING -LIGHTWEIGHT, RUGGED, ONE-PIECE FORMED AND WELDED ENSURES SMOOTH CONSTRUCTION AND WEATHERPROOF INTEGRITY. LUNHAIRE IS PRE -DRILLED FOR MOUNTING TO POLE OR `WALL. BALLAST - 180`C INSULATION, -20T' STARTING (-40'F, HPS), 60 Hz HPF BALLAST 50 Hz BALLAST AVAILABLE - CONTACT FACTORY. POWR-PANL ASSEMBLY - ALL ELECTICAL COMPONENTS ARE: MOUNTED ON A PRE -GALVANIZED STEEL PLATE WHICH IS HELD IN PLACE BY SPRING LOADED LATCHES FOR EASY INSTALLATION AND REMOVAL. PRE-WRED WITH QUICK DISCONNECT PLUGS. (ENS DOOR FRAME - EXTRUDED FRAME WITH RIGID CORNER BRACING AND DIE-CAST ZINC LATCHES TO PERMIT TOOL -LESS ENTRY FOR SERVICING. THE DOOR HAS HIGH QUALITY 5LICONE CA5KETING TO SEAL AGAINST ENTRY OF RNSECTS, DIRT AND MOISTURE. DECORATIVE ALUMINUM COVER FOR CONCEALMENT OF ELECTRJCAL COMPARTMENT. LENS - FLAT, TEMPERED AND IMPACT RESISTANT CLASS. OPTICAL ASSEMBLY - RCS & RCL 5ERIE5 HAVE A HYDROFORMED, ANODAL FIMSED, ALUMINUM REFLECTOR FOR I.E.S TYPE I AND N ASYMMETRJCAL ROADWAY 013TROUTION WITH EFFICENCIE5 OF UP TO 85%. 90 - FOR WIDER DISTRIBUTION AND BETTER UNIFORMITY, RCM OFFERS A TYPE H AND IY DISTRIBUTION FEAl'URNG A ONE-PIECE ANODIZED ROADWAY REFLECTOR. A ONE-PIECE 5PECULAR REFLECTOR IS AVAILABLE IN THE TYPE V UNIT. 5QCKEr - RCS/RCM UNtT5 OFFER AN ADJUSTABLE SOCKET ASSEMBLY WHICH PERMITS EASY FIELD ADJUSTMENT TO OBTAIN DESIRED D15TROUTION. SEE DETAILS BELOW. RCL SOCKETS ARE PRESET AT THE FACTORY WITH -TYPE I CUTOFF 'G' OR TYPE II CUTOFF 'P' DISTRIBUTION. MOUNTING - A COMPLETE SELECTION OF MOUNTING ARMS AND ADAPTERS 5 AVAILABLE �-OR PRACTICALLY ANY MOUNTING REQUIREMENT. SEE PAGE 53 OF THE CATALOGUE. LEKTROCOTE FINISH - TWO MILS MINIMUM OF ELECTROSTATICALLY APPLIED POWDER COATING, HIGH TEMPERATURE BONDED TO THE SURFACE FOR MAXIMUM ADHERENCE AND FINISH HARDNESS. STANDARD FINISHES ARE BRONZE • BLACK, GRAY AND WHITE. SEE ORDERING INP09NATION. ADDITIONAL FEATURES - FULLY CASKETED FOR ALL WEATHER OPERATION. U.L. 1572 LISTED, 5UttABLE-FOR WET LOCATON5. MANUFACTURER: HUBBELL LIGHTING CATALOG PART NO: RCL-1000S-1P8-1 LIGHTING TYPE: HIGH PRESSURE SODIUM LAMP WATTAGE: 1000 WATT EXPOSED PROJECTED AREA: 2.7 FT.2 WEIGHT: 62 LBS. INITIAL LIGHT: 140,000 LUMENS LUUV1NQOG� '53-pC 0: OF �C�AT 0 N 8 PLAN VEW 30" SCALE: 1 " = 1 ' SCALE: NONE FOR USE WITH FLOODLIGHT LUMINAIRES SUCH AS MINILITER, MAGNULITER, SPORTSLITER, AS WELL AS MAGNU-8ERIE8 ARCHITECTURAL LUMINARIES. STEEL asap some SQUARE STRAIGHT SHAFT ONE PIECE CONSTRUCTION, STEEL 7UB1NG. POLE TOP - ALL POLES AVAILABLE WITH 2.375' O.D. TENONS OR MACHINED TO ACCEPT SIDE MOUNTED MAGNU-SERIES LUMINAIRES. HANDHOLE -GROUP I AND 11 POLES ONLY HAVE 3' x 4' REINFORCED FRAME. GROUP III POLES HAVE 4' x 6' FRAME. BOTH INCLUDE COVER. GROUND LUC STANDARD. ]SASE - STEEL PLATE TYPE BASE WITH TWO-PE-CE BASE COVER. ANCHOR. BOLTS - FOUR 'L' SHAPED BOLTS PER SET `WITH TWO NUTS AND TWO WASHERS EACH. BOLT TEMPLATE INCLUDED. STANDARD FINISH - RUST PREVENTIVE PRIMER. SIDE NOUN - (SPECIFY WHEN 0 HANL TOLE BASE COVE NOf11NAL HEIGHT ,12" 14 BOLT CIRCLE SPECIFICATIONS MANUFACTURER: HUBBELL LIGHTING CATALOG PART NO.: SSP-6268-A2-M51 MATERIAL: STEEL; 6' SQUARE POLE HEIGHT: 25 FEET SASE: 11' SQUARE ANCHOR BOLTS: 4 • 3/4' x 30' (x3' EL.) BOLT CIRCLE: 11' DIAMETER BOLT PROJECTION: 3.87' POLE WEIGHT: 322 La FINISH: BRONZE 'LEKTROCOTE' 8 T E E L (DOLE SPEC FDA ll �0NS N0�14 12" BOLT CIRCLE: USE TEMPLATE PROVIDED WITH POLE ANCHOR RODS (3/4"0 x 30") SUPPLIED W /POLE GRADE LEVEL FIRM COMPACTED EARTH (q5% COMPACTION MINIMUM) #5 STEEL BAR PLACE AS SHOWN (WIRE -TIE ALL SPLICES) 3500 PSI STONE -AGGREGATE CONCRETE FOOTING t C"O�IC�. RET [BOO Mur" DD CT °, L 7 p o SCALE: 314 = 1' LLurl z, PLC SEC�`��O�J V��WS t SCALE: NONE This space reserved for State Health Department approval W E E *N11 � nl > tl� C: r. DRAWN KM CHECKED DTM DATE 90 SEPIF -18 SCALE AS INDICATED JOB NO. 9092 SHEET LE= 1 *2 OF 9 SHEETS y w 9 Z 4y b" WOOD PLANTERS BRICK PAVERS j CONSTRUCTION JOINT I EXPAN ION JOINT ��P ! WOOD STEP 7/( P I •\ \ TTT \ / \ O O la 4'- DECK LEGEND JOINT -------CONSTRUCTION JOINT DECK—O—DRAIN DRAINAGE PIPING C L U B 0 U 8 E DECK ABBREVIATIONS F.F.E. FINAL FLOOR ELEVA D.A.P. DECK AT POOL ED6 D,A.S, DECK AT SPA EDGE D.O.D. DECK—O—DRAIN STR SEE ARCHITECT'S DI FOR DETAILS ON We DECKING AND DECK I / u.—,__.—,—,—,—,—, O' 0(S O 04-6' O L.—.—.—.—.—.—.—._ . - I i I r--'-'--- ®4-0' ---------i----- I...... ...... —.— i I I I I I i i ! POOL DECK EXPANSION JOINTS PLAN VEW DECK DRAMAGE LEGEND 4° DRAIN PIPE (PVC SCH 160 OR SOLID DRAIN PIPE) —PECK —O—DRAIN CHANNEL WITH B0TTO1 OUTLETS TO CONVERT TO PVC PIPE SCALE: 118 " = I' DECK—O—DRAIN CONCRETE DECKING (DECKING TO SLOPE TO DRAIN(S)) PVC PIPE ADAPTER TO DRAIN PIPING PVC SCH 160 qO DEC SWEEP ELL 4" PIPE TO SLOPE AWAY DECK—O—DRAIN ALL DRAIN PIPING SNAIL SLOPE AWAY FROM THE DECK DRAINS AND FLOW TOWARD THE CLOSEST STORM SEWER OR RETENTION POND (SEE G.C. FOR ADDITIONAL INFORf1ATI0N). ENCAPSULATE THE DRAIN PIPE IN CONCRETE AS IT PROTRUDES INTO THE RETENTION POND. DE U� D�Q�N pEpONG SECTMN VEW SCALE: 3" = 1' 9092-13 POOL DECK" AREA MTH DFIAMAGE PLAN VEW SCALE: 118 _ >' SLOPE SLOPE 100TH DOWEL ZAPPED IN PLASTIC CONTROL JOINT �— DECK—O—DRAIN ) PREVENT BONDING PLASTIC CHANNEL PLASTIC CHANNEL ✓[ wL- L_ v L.t" I v E wpAN88 0N ONTG�AC�T00NIDCuN" MRA 8 SCALE: NONE SECTON VEM-Di CONSTRUCTION JOINT WITH CONTROL JOINT PLASTIC CHANNEL 1/211 OR FILL WITH SIKA 12-5L SAW —CUT — .25" WIDE F1.51, DEEP — CUT WITHIN RS OF PLACEMENT OR This space reserved for State Health Department approval c N �n c O U b 0 N N E N O. C N r 3 D ro D) C C_ _ro 9 O N 0 3 C Q ro 0 N ro N n 0 a N L N ro O z ro V O N Q N 1 O c N N O U ti ro C O n N y o. c `s �n N N a N N ro n 0 f 0 j N O N L 3 c ro E 0 0 ro c N a 0 V 0 ro U .o U 7 D O Q N N O 0 C N ro C ro D C ro D7 ti N N ro a N N N C N L O) T N O. O a` ro N i a 0 U 3 ro J C O E 0 U V) y N N N N Q y N s V C N N ro U O N Q ro c N SEE ARCHITECT'S DI FOR DETAILS ON We DECKING AND DECK I / u.—,__.—,—,—,—,—, O' 0(S O 04-6' O L.—.—.—.—.—.—.—._ . - I i I r--'-'--- ®4-0' ---------i----- I...... ...... —.— i I I I I I i i ! POOL DECK EXPANSION JOINTS PLAN VEW DECK DRAMAGE LEGEND 4° DRAIN PIPE (PVC SCH 160 OR SOLID DRAIN PIPE) —PECK —O—DRAIN CHANNEL WITH B0TTO1 OUTLETS TO CONVERT TO PVC PIPE SCALE: 118 " = I' DECK—O—DRAIN CONCRETE DECKING (DECKING TO SLOPE TO DRAIN(S)) PVC PIPE ADAPTER TO DRAIN PIPING PVC SCH 160 qO DEC SWEEP ELL 4" PIPE TO SLOPE AWAY DECK—O—DRAIN ALL DRAIN PIPING SNAIL SLOPE AWAY FROM THE DECK DRAINS AND FLOW TOWARD THE CLOSEST STORM SEWER OR RETENTION POND (SEE G.C. FOR ADDITIONAL INFORf1ATI0N). ENCAPSULATE THE DRAIN PIPE IN CONCRETE AS IT PROTRUDES INTO THE RETENTION POND. DE U� D�Q�N pEpONG SECTMN VEW SCALE: 3" = 1' 9092-13 POOL DECK" AREA MTH DFIAMAGE PLAN VEW SCALE: 118 _ >' SLOPE SLOPE 100TH DOWEL ZAPPED IN PLASTIC CONTROL JOINT �— DECK—O—DRAIN ) PREVENT BONDING PLASTIC CHANNEL PLASTIC CHANNEL ✓[ wL- L_ v L.t" I v E wpAN88 0N ONTG�AC�T00NIDCuN" MRA 8 SCALE: NONE SECTON VEM-Di CONSTRUCTION JOINT WITH CONTROL JOINT PLASTIC CHANNEL 1/211 OR FILL WITH SIKA 12-5L SAW —CUT — .25" WIDE F1.51, DEEP — CUT WITHIN RS OF PLACEMENT OR This space reserved for State Health Department approval c N �n c O U b 0 N N E N O. C N r 3 D ro D) C C_ _ro 9 O N 0 3 C Q ro 0 N ro N n 0 a N L N ro O z ro V O N Q N 1 O c N N O U ti ro C O n N y o. c `s �n N N a N N ro n 0 f 0 j N O N L 3 c ro E 0 0 ro c N a 0 V 0 ro U .o U 7 D O Q N N O 0 C N ro C ro D C ro D7 ti N N ro a N N N C N L O) T N O. O a` ro N i a 0 U 3 ro J C O E 0 U V) y N N N N Q y N s V C N N ro U O N Q ro c N l..L O O r^ • h L I CL LW \ W Ma � _ U 1 � Q V DRAWN KM CHECKED DI-M DATE 90 SEPT '18 SCALE AS INDICATED JOB NO. 9092 SHEET LE= 1 *3 Of 9 SHEETS V N gOg2-2 Il MA�N DRA�NIQUTTERIVACUUWSTAT�C P�P�NQ PLAN pnN p p E W SCALE: 1 /8 "= 1' 2 I"-q" 5'—q11 cs FILTER 0\ STEM 3" 1.5" ®®L SIZES LENGTH: 5q'—q" WIDTH: Iq"-0" PERIMETER: 185'--01' AREA: 1344.2 S.F. VOLUME: 40,21q GALS. BATH. LOAD: 391 TURNOVER: 3.43 HRS. DEPTHS: S-6' x 5-00 FLOOR SLOPE: VARIES 1.511 1.511 �x 2 511 \ 1.5" 2 \ \ \ 0 2.511 u 2.51111 \0 1.5" 1.5 K� 2.5" 2.511 o\ 5' ` f 2.5" 1.51, 211 \ 311 -\ 1.5" 1.5 211 1.511 v4 , 1.5" I r 1.5" L.5" � 1.5211 I 0 s F�LTERED WATER RETURN P�P�NQ PLAN pnN W E E SCALE: 1 /8 "= 1' NOTE: DIMENSIONS VARY DUE TO ANGLE OF CROSS—SECTION CUT N POOLS - LENGTH SECTMN V �E VU SCALE: 114 " = I' pLMMBNG FLOW SPECOCAM NS ntnr 1/GI /1/ ITV a/ /lG PIPE TYPE SIZE SCHED. (FT/SEC) FLOW G.P.M. MAIN DRAIN 6" 40 80 2.22 100 Iq5 GUTTER 6" 40 2.22 100 Iq5 FILTER RETURN 3" 40 80 6.66 100 Iq5 VACUUM LINE 2j1 40 6.13 100 60 STATIC PIPE 2" LEGEND OF PLUMBING SYMBOLS ® -4 o -�fttfl GUTTER FITTING VACUUM FITTING FLOOR INLET HYDROSTATIC RELIEP MAIN DRAIN ALL PIPING UNDER SHALL SHELL BE SCH. 80 PVC 101 See detail 5A/LE-2 for tread risers dimensions k=--- EXTEND DEAD PERFORMANCE DATA RI • STATIC WATER PIPE r-- Ir SHALLOW CND W/4 STEPS SECTMN V�EW SCALE: 1/4" = 1' POOL - DEEP -END SECTMN V �E VU I. INLETS: _Iq5 _ G.P.M. ®MAXIMUM FLOW RATE OF 20 G.P.M. IO_ 14 _ INLETS PROVIDED FOR A FLOW OF:_ 13.q PER INLET FITTING. NLA _ DISTANCE BETWEEN EACH WALL INLET 2. LIGHTS: I, 2 SQ. FT. IN POOL X .5 WATTS PER SQ. FT. 672. LIGHTING REQUIRED POP, NIGHT BATHING _BOO WATTS OF CANDLEPOWER PROVIDED BY THESE SPECIFICATIONS. 3. POOL SIZING: THERE ARE 244__ LIVING UNITS IN THIS COMPLEX/PHASE G.P.M. PER LIVING UNIT (.75 NON —TRANSIENT) 163 (1.00 TRANSIENT) ----- AMOUNT OF FILTRATION REM) (G.P.M.) NOTE: THERE IS PRESENTLY _ 1q5 _ G.P.M. BEING SUPPLIED 4. GUTTER SEPARATION DISTANCE: MAXIMUM DISTANCE BETWEEN EACH GUTTER FITTING: SCALE: 114 " = 1 SEE ADDITIONAL EQUIPMENT ON SHEET SEEDECKING DETAILS ON SHEETS LE— I & LE-1-3 SEE DECK ILLUMINATION CALCULATIONS & LIGHT DESIGN ON SHEET LE-1.2 This space reserved for State Health Department approval y c 0 U C C b C O N E 1U a C v 3 rn C 0 n O 3 M a C 0 0 C C N v s 0 a v 0 Z U V O Q y 0 N 0 U 0 y E ti a C 3 N x v y Q O j 0 ti 0 N 3 `v 0 0 C_ y SZ O U 0 N O) C L y U 7 O iZ a� y 0 0 v) 0 v vi a 17 CC CL N O L-. C N L T 1v 0 03 CL C L rn a 0 0 U 3 b 0 E E 0 U N �i T N CL X T y 2 U C ti d �v v 0 N N Q c v Y REVISIONS BY Engineer's Seal '��41 R 2 DRAWN K Nt CHECKED DTM DATE 90 SEPT 18 SCALE AS INDICATED JOB NO. 9092 SHEET LE=2 OF 9 SHEETS m m N EXTEND TO SURFACE FOR FUTURE USE 12" X 12" ANCHORED GRATE WHITE -TONE AREA OPEN: 78 SQ. IN. POOL PLASTER MAX VELOCITY IN MAIN DRAIN DOES NOT EXCEED 1.5 F.P.S. .j MAIN DRAIN PIPE (5CH. 80) 2' AUTOMATIC HYDROSTATIC RELIEF VALVE (MANDATORY) GRAVEL BED AROUND COLLECTOR TUBE WIRE SCREEN PERFORATED PIPE PVC SCHEDULE 80 PIPE TO SURFACE I. THE DEPTH AT THE DEEPEST POINT/MAIN DRAIN GRATE DOES NOT DEVIATE MORE THAN 3 INCHES FROM THE SIDE WALL DEPTH INDICATED BY THE DEPTH MARKERS AT THAT LOCATION. 2. THE Ng DRAIN GRATES) ARE DESIGNED SUCH THAT THEY ARE NOT READILY BREAKABLE OR REMOVEABLE BY BATHERS. 3. SEE DETAIL # 2 FOR INFORMATION ON BACKFILL MATERIALS AND REQUIREMENTS FOR ALL EXCAVATED OR LOOSE EARTH DISTURBED BY THIS INSTALLATION. AREAS TO MEET THE COMPACTION SPECIFICATIONS SHALL BE ANY AREA THAT THE EXISTING EARTH WAS DISTURBED. (DIMIA0N DD[ )AON SG`TMN DETML SCALE: NONE CANTILEVERED DECK EDGE AIR RELIEF GUTTER FITTING TO Be PLACED CEMENTIOU5-FILLE9 AREA (AFTER FLUSH WITH THE DECK AT A POINT FURTHEREST AWAY TILE INSTALLED). FROM THE FILTRATION S'CSTEM 3.5'' 4„ 6' x 6' - W1.4 x W1.4 Q4„ DECKNG (DESIGN 8Y OTHERS) VACUUM PIPE W/FLUSH CAP Z - --� -"DIRECTION OF FLOW -"DIRECTION OF FLOW N GUTTER PIPING (ALL GUTTER FITTINGS TO STRAP BE PLACED 10' O.C. MAX. DIRECTION OF FLOW 2'� i' 2V2w MIN• WATER INLET 20' O.C. MAX. (POOLS) M . WHITE -TONE -.*-ALL DISPLACED EARTH TO BE BACKFLLED POOL PLASTER AND COMPACTED TO ACHIEVE A DENSITY �r OF 95% OR GREATER OF THE OPTNUM MODIFIED STANDARD ASTM PROCTOR TEST. #4 REBAR (SEE NOTE #2 BELOW) Mir . GRADE 40 1. OVERFLOW GUTTER LIP IS LEVEL WITHIN .25' AND BOTTOM OF GUTTER IS LEVEL OR SLOPES TO GUTTER DRAINS GUTTER TO HAVE A 2" SLOPE FROM LIP TO GUTTER BOTTOM. 2. 4 REBAR, ,GRADE 40, 12' O.C.E.W. TIED AT ALTERNATE INTERSECTIONS ARTICULAR ATTENTION SHOULD BE GIVEN TO INSURE THAT ALL REBAR IS COVERED BY A MINIMUM OF 2.5' OF 4000 P.5.1• GUNITE OR ITS EQUIVALENT. THE REINFORCING SHOWN IS ADEQUATE WHERE THE BACKFILL IS WELL -DRAINED GRAVELLY MATERIAL ONLY. 3. ALL PLASTIC PIPING MU5T BEAR THE NSF SEAL OF APPROVAL FOR POTABLE WATER (NSF-PW). ALL PIPING SHALL BE PVC 5CH. 40 OR GREATER. ALL EXPOSED PIPING GREATER THAN 6' SHALL BE PVC 5CH. 80 AND BRACED SECURELY TO PREVENT MOVEMENT. PRESSURE PIPING MUST BE TESTED TO 30 PSI PRIOR TO BACKFILL. GUTTER PIPING TO BE OBSERVED FOR 24 HRS. WITH A STATIC WATER TEST r 2 VC PIPING LOCATED UNDER THE SHELL SHALL Be PVC 5CH. 60. PPNN�i9 �Ti EEL�9 AND SHELL qECT �ON DE i�AOP SCALE: 1/2" = 1' \ � EQUAL TREAD WIDTHS I. HANDRAILS: ANCHOR HANDRAIL IN BOTTOM STEP AND ON DECK. �' ANCHOR SOCKETS SHALL BE UTILIZED FOR FUTURE REPLACEMENT OF RAILS. 2. STEP TILE: A CONTRASTING BULLN05E: TILE (75WIDTH) SHALL Be USED TO MARK THE INTERSECTION OF TREAD AND RISER ON EACH STEP. 3. 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. HANDFI'W[LilD3 c`TEpQj SECT ON DETML SCALE: 3/4" _ 7' • 4' HCH LEITER8JG r1N. OR POOLS WITHOUT 2" FIN. (F N APPROVED DIVING BOWL) NO DIVING POOL RULES 1. NO ANIMALS IN POOL OR ON POOL DECK. 2, NO FOOD OR DRINK IN POOL OR ON POOL DECK. - 3. SHOWER BEFORE ENTERING POOL. 4. BATHING LOAD: 39_(POOL); 6-(SPA). 5. POOL" HOURS; , J.:oo .AM TO 'i 1:30 PM. 6. SPA WATER MAX. TEMP:: 105 DEGREES TI-0 RULE APPLIES TO 5PA3 ONLY II' Fi41a LETTERNC m. CONTRA37TJG BACKGROIRJD iti m �� ANCHOR SOCKETS 8 SOLID rW GROUND WIRE TO EQUIP. A B 41" 6' ESCUTCHEON PLATE 2'X6' MUDCAP BULLNOSE TILES (CONTRASTING COLOR) \ 12" 12" TYP. B ESCUTCHEON PLATE a ANCHOR - 5OCKET #8 SOLID TAW ROUND WIRE TO EQUIP. NOTE: LADDER MAY NEED TO Be TRIMMED TO PLACE TOP STEP IN WATER. 3'-0" SWAN MODEL #LF-36-38 a _ r \ E- 5'J MAX T, WRTE RUBL I (TO PROTECT POOL PLASTER) IL- ADD DD ER W/NON-�Lfp TF11EADD SS NOTE: PERMANENT DEPTH MARKERS SHALL BE PLACED AT THE SHALLOW END, SLOPE BREAK, DEEP END WALL, AND DEEP POINT OF POOL. THE NUMBERS MUST BE 4' HIGH (MINIMUM) AND ON A CONTRASTING BACKROUND. THE MAXIMUM PERIMETER DISTANCE BETWEEN DEPTH MARKERS SHALL Be 25'. DEPTH MARKERS ARE TO BE LOCATED AT OR ABOVE WATER LEVEL ON INSIDE VERTICAL WALL AND ON THE DECK WITHIN 2 FT. OF WATER'S EDGE. THE ACTUAL POOL WATER DEPTH AT NORMAL'OPERATING WATER LEVEL SHALL NOT DEVIATE MORE THAN 3 INCHECS FROM THE DEPTH INDICATED ON THE DEPTH MARKING WHEN MEASURED AT LEAST 3 FT. FROM THE POOL WALL. ALL POOLS WITH A DEEP END DEPTH OF LESS THAN 6 FT. SHALL HAVE PERMANENT 'NO DIVING' MARKINGS INSTALLED INTO OR ON TOP OF THE POOL CURB OR DECK WITHIN 2 FT. OF THE POOL WATER ON EACH SIDE OF THE POOL WITH A MAXIMUM DISTANCE OF 25 FT. BETWEEN MARKNG5. THESE MARKINGS SHALL BE SLIP -RESISTANT. PERMANENT DEPTH MARKER TILE 6'X6' \ FLAT TILE 6' X 6' --� 13ULLNOSE ONLY FOR POOLS LESS THAN 6 FT. DEEP. SEC�DON o FRD ONT WE UV SCALE. 1/2" = 1' LOW -VOLTAGE TRANSFORMER (VERIFY LOCATION W/ j<MA MIN. 4 FT. WIDE, NON -SLIP DECK SLOPE AWAY FROM POOL 3"/10' u C] Q ' to cn J C!j Q V t-- I. HANDRAILS: ANCHOR HANDRAIL IN BOTTOM STEP AND ON DECK. ANCHOR SOCKETS SHALL BE UTILIZED FOR FUTURE REPLACEMENT OF RAILS. 2. STEP TILE: A CONTRASTING BULLNOSE TILE (75WIDTH) SHALL BE USED TO MARK THE INTERSECTION OF TREAD AND RISER ON EACH STEP. 3. 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. HANDFR)ML WD 4 STEp18`3� SECTPON DD ET Af L5CALE: 3/4" - 1' POOL PLASTER "THE POOL PLUG" 301-733-7750 SWIMMING POOL SPECIALTIES, INC. DISTRIBUTED BY OUTDOOR WORLD 4,000 PSI GUNITE STEEL REBAR (SEE STRUCTURAL NOTES) 3/4" CRUSHED ROCK UNDER VALVE CONE UNDISTURBED EARTH (SEE COMPACTION NOTES ON SHEET LE-3) HYDD G30STATM 'RMUEF VALVE d- _ 12 8' MIN. 4'I ABOVE TOP OF POOL WATER HIGHEST POINT. TO EQUIPMENT211 - II #8 SOLID TW GROUND WIRE Q RIGID PVC ONLY UNDERWATER LIGHT a (LOW-WATER CUT-OFF) 30OW/12V POOL IOOW/ 12V SPA IF NIGHT SWIMMING IS TO Be- AUTHORIZED, THE FOLLOWING ILLUMINATION SHALL BE PROVIDED: A. OUTDOOR POOLS: THE UNDERWATER LIGHTING SHALL BE .5 WATTS PER 50. FT. OF POOL WATER SURFACE AREA (WADING POOLS ARE EXEMPT FROM THIS. B. INDOOR POOLS: THE UNDERWATER LIGHTING SHALL BE .8 WATTS PER SQ. FT. 0 POOL WATER SURFACE AREA (WADING POOLS ARE EXEMPT FROM THIS). ALL UNDERW ATER R HATER LIGHTS SHALL BE LOW VOLTAGE WITH A MAXIMUM 300 WATT LAMP. SEE LIGHTING & ELECTRICAL NOTES ON SHEET LEI FOR ADDITIONAL REQUIRE- MENTS CONCERNING NIGHT SWIMMING. NOTE: THIS DETAIL SHALL APPLY TO THE SPA ALSO; HOWEVER, THE TYPE 2 5" OF BEAM CONSTRUCTION WILL MOST LIKELY BE MODIFIED. SEE SHEET LE4 FOR THE SPECIFIC BEAM APPLICATION FOR THE SPA. MIN. POOL PLASTER 4' MIN. WIDE IMPERVIOUS DECK SLOPE AWAY FROM POOL MN. 3' IN 10' DECK DEPTH MARKER WITHIN 2.-0' OF POOL WATER'S EDGE (MUST BE SLIP -RESISTANT) CANTILEVERED DECK EDGE WHITE -TONE POOL PLASTER ON GUTTER SURFACE GUTTER DRAINS SHALL BE PLACED 10 FT. O.C. MAX. WHITE -TONE POOL PLASTER WALL INLET RETURN MAX 20' ON CENTER SPACING SEE Owner FOR TILE SELECTION & COLOR iIAfL[L9 TDLES AND /]Arq[nEG � 8EC SON DETML SCALE: 1/2'" = 1' #4 REBAR 12" O.C. - 6' x 6" - W 1.4 x W 1.4 TO PROTRUDE ABOVE BEAM IN CENTER OF DECKING 12" THEN BENT TO Be 4"-0" MIN. IN DECKING 10' 12" / EXPANSION JOINT-_ 3,000 PSI CONCRETE 2 - AROUND INTERIOR POOL WALL TO �\ BE VERICAL t 5 DEGREES #4 REBAR 12' O.C. 4,000 PSI GUNITE OR EQUIVALENT 2.5' MIN SEE DETAIL # 2 FOR COMPACTION NOTES. APPLY OIL OR FORM WAX TO PREVENT CONCRETE DECKING FROM BONDING TO POOL TILES AND POOL BEAM. SEE STRUCTURAL NOTES FOR ADDITIONAL RESTRICTIONS Al DD�fIEN��©N� o NO�i E� EC�OON DE�ADL� SCALE: 1 UNDER ��A�i E� L����1� o N�C�►]E (DGECTMN DETML SCALE: 3/4 "_ >' 4" HIGH LETTERING MIN. (FOR POOLS THAT HAVE SANITARY FACILITIES NOT VISIBLE FROM POOL) FLOW ADJUSTMENT RING MOTE: FLOOR INLETS SHALL BE INSTALLED 50 THAT IT DOES NOT PROTRUDE MORE O THAN %' ABOVE THE POOL FLOOR. ALL INLETS SHALL Be- INSTALLED SO GROUT AS TO NOT PRESEr1I OR (NON -SHRINKING) PVC PIPE CONSTITUTE SHARP EDGES OR (SCHEDULE 80) PROTRUSIONS HAZARDOUS TO POOL BATHERS. ALL PIPING UNDER SHELL SHALL BE PVC 5CH. 80 G��OoO" RETi UR-M ONL�E`� L� : \`� � E W � 5TA-RITE #8417 ALL �0 SCALE: I" = 2 SECMON WE UU SCALE: 1" = 1' A3-CANHY 7 "R SANITARY FACILITIES LOCATED IN CLUBHOUSE + + + + + + + CONTRASTING BACKGROUND 1 I" HIGH LETTERING MIN. ARROW TO POINT TOWARD SANITARY FACILITIES LOCATION. rM ANHARY L�OoCATMN ��C�N O N T V 0 E VU SCALE: NONE This sign by the Pool Contractor 0 0 This space reserved for State Hiealth Department approval C v N C O U C C ro C 0 N _N E L N Q C O 3 0 D> c "c 6 0 0 3 a b 0 D C C rn b v 0 T v 17 ro o` z v c v v 0 N Q M i c y r 0 c ti N c 0 ro 0 0 V) 'U a N y x y y L m c ro E 0 0 3 y 0 3 N C c ro c 0 c ro c m a D V O D� v 0 V 7 D 0 EL y 0 0 c y �o a� D ro v D N ro a y c rn iz Q 0 a` a C ro n L D� T a U 3 ro C D O U A N 'y y N N O_ x T D N 'U T: U C b V O N N Q ro C d 4 L r^ � 1 O E iirt E J Q /s L.i... a w W G, C3 MAM DRMN/Q`MMMER0/8UCTMN PLAN V�E UU SCALE: 1/4" _ 1.511 - - - - - - - - -- 2 1.5"� III ' FILTERED } WATER 2-, ►.5'T T ��' /Tl 1.511 ---� -- ❑ I I 1.5" ( I WATER RETURN PLAN V Q V U SCALE: 114 2.5" 211 Ti 211 1.5" 1.5" /7 ii HERAPY WATER PMNIG PLAN VM SCALE: 1/4" = SPA TIMER SWITCH: THE POOL CONTRACTOR SHALL SUPPLY AND INSTALL A HEAVY DUTY TIMER SWITCH FOR THE 5WIMMER'5 USE TO OPERATE THE THERAPY PUMP AND AIR BLOWER. LOCATE THE TIMER SWITCH AS INDICATED ON SHEET LE I.I . THE SWITCH AND ITS INSTALLATION SHALL COMPLY WITH ALL LOCAL CODES AND THE NATIONAL ELECTRICAL CODE. SUBMIT A SPEC SHEeT TO THIS ENGINEER FOR FINAL APPROVAL PRIOR TO INSTALLATION. COORDINATE INSTALLATION WITH THE PROJECT MANAGER AND JOB SITE ELECTRICIAN. �Lr� '��G'���•�a f� � a �GEC�F�� PIPE SIZE SCHEDULE VEL.(FPS) % OF FLOW G.P.M. MAW DRAN 2.5' 40/60 3.27 100 50 SKIMMER 2' 40 3.06 60 30 FILTER RETURN 2' 40 5.11 100 50 THERAPY SUCTION 4' 40/60 3.57 100 140 THERAPY RETURN 3' 40 6.35 100 140 AIR VENT 2' 40/80 N/A 100 N/A WATER FILL STATIC 2` 40/80 N/A N/A N/A ALL PIPING UNDER SHELL SHALL BE SCH. 80 PVC LEGEND OF PLUMBING SYMBOLS • • • •• • AIR VENT WALL INLET GUTTER FITTING MAIN DRAIN SKIMMER THERAPY AIR FITTING 211 2" � �I _HE RAp� A� Rf 0 P � N Q ?.� PLAN V 1E UU SCALE: 1/4" = 1' HAYWARD 5P-10 ig EXTEND TO DECK SURFACE AND CONNECT TO PIPE LOOP CIRCLING THE SPA -'�'- TO HYDROTHERAPY RETURN WATER PIPING ANZEN VENTURI TEES (OR APPROVED EQUAL) THERAPY RAPY JET 8CCTMON V 0 /�11 SCALE: 1/2" = 1' VAK-PAK MD12/4/2,5/2/2- FRAME & GRATE/HAYWARD #5P-1032 PWP 16-1655 HYDROSTATIC RELIEF VALVE/HAYWARD 5P-1056 PWP 16-2255 MMi C NSONS o EIGU M P M ENT - I I 6" x 6" - W 1.4 WIRE MESH WATER LEVEL IN ALL DECKING DEPTHS -J-IAYWARD WALL RETURN SP-141gE -"fO HEATED, FILTERED WATER RETURN PIPING WALL [RETURN URN MTTMQ PL PA NC INSTALLA7 ON EPA g I. THE PIPING LAYOUT SHOWN ON THIS SHEET IS FOR CLARITY ONLY. SEE THESE INSTALLATION REMARKS FOR PIPING PLACEMENT. 2. ALL PLUMBING PIPING TO BE PLACED NEAR THE BEAM OF THE SPA. P THE REQUIRED BACKFILL AND COMPACTION CAN NOT BE ATTAINED, THEN ALL PIPING SHALL BE STRAPPED I TO THE SPA SHELL WITH THE MAXIMUM SPACING SHOWN: PIPE SIZE: 1' 1.5' 2" 2.5" 3' 41' 6" 0" MAX. SPACING: 4' 5' 5.5" 6' 7' 75" 8' R' 3. PIPE HANGER DETAILS & SPECS. SHALL BE SUBMITTED TO THIS ENGINEER FOR WRITTEN APPROVAL PRIOR TO INSTALLATION. 4. THE THERAPY AIR PIPING SHALL SLOPE UP AWAY FROM THE THERAPY FITTINGS AS IT PROCEDES TOWARD THE AIR VENT FITTING. THERE SHALL BE NO "DIPS" OR CHANGE IN THIS SLOPE UNDER ANY CIRCUMSTANCES. 5. THE PLUMBING INDICATED ON THIS SHEET IS SHOWN FROM THE PLAN VIEW ONLY. ADDITIONAL FITTINGS WILL CERTAINLY BE REQUIRED FOR THE COMPLETE PLUMBING INSTALLATION. 1. REBAR/SHELL SPECIFICATIONS A MINIMUM OF # 3 REBAR (GRADE 40) SHALL BE PLACED 12' O.C.E.W. ALL REBAR TO BE TIED SECURELY AT ALTERNATE INTERSECTIONS AND PARTICULAR. ATTENTION SHALL BE GIVEN TO INSURE THAT THE REBAR IS COVERED BY A MINIMUM OF 2.5' OF 4000 P.S.I. SHOTCRETE (OR ITS EQUIVALENT). THE REINFORCING SHOWN AND SPECIFIED IS ADEQUATE WHERE THE BACKFILL IS WELL -DRAINED GRAVELLY MATERIAL ONLY. 2. BACKFILL/COMPACTION SPECIFICATIONS ALL DISPLACED EARTH SHALL BE BACKFILLED AND COMPACTED TO ACHIEVE A DENSITY OF 92% (OR GREATER) OF THE OPTIMUM MODIFIED ASTN PROCTOR TEST. NO DECKING TO BE PLACED UNTIL THIS BACKFILL HAS BEEN TESTED AND APPROVED BY THE OWNER'S REPRESENTATIVE. 3. PIPING/PRESSURE TEST REQUIREMENTS ALL PIPING SHALL CONFORM TO ACCEPTED WORKMANSHIP STANDARDS AND SHALL BE TESTED AS FOLLOWS: I. ALL PRESSURE PIPING MUST BE TESTED BY MEANS OF WATER PRESSURE TO A NIr9MUM OF 35 P.S.I. PRIOR TO BACKFILLNG OR FILLING THE PLUMBING TRENCHES. 2. ALL NON -PRESSURE PIPING SUCH AS GUTTER PIPING, MAIN DRAIN PIPING, SKIMMER PIPING, ETC. MAY BE STATIC TEST FOR A PERIOD OF 24 HOURS (IN LIEU OF A PRESSURE TEST. ALL PIPING SHALL Be STAMPED WITH A MANUFACTURER,5 MARKING THAT IT IS APPROVED FOR USE WITH POTABLE WATER (NSF-PW). ALL PPING 6' IN DIAMETER OR LESS SHALL Be SCHEDULE 40 PVC. 4. DECKING RESTRICTIONS AND NOTATIONS DECKS AROUND SPA POOLS OF LESS THAN 120 50. FT. OF WATER SURFACE AREA SHALL HAVE A MININLAI 4 FT. WOE UNOBSTRUCTED, CONTINUOUS, SLIP -RESISTANT DECK AROUND A t-INVUM OF 50% OF THE POOL PERIMETER. I DECKING BY OTHERS WIRE MESH 6' x 6' - `1/ 1.4 POUR ADDITIONAL CONCRETE AROUND SKIMMER AND TIE INTO REBAR PROTRUDING FROM SHELL TO PUMP SUCTION O WIDEN BEAM OF POOL UNDER SKTMMER(S) -2'_,' P.v.C.. IF LL , Gn UM V U lc:', U V o SCALE: 112 " = 1 ' ----d--- DO MENSMN - LOONOTiUMNAL (k-,M WATER LINE z _L-FLUSH INSERT 2' EQUALIZER OTE: INLET SKIMMER POOL WATER SURFACE AREA DOES NOT EXCEED 800 50. FT. AND DOES NOT EXCEED MAXIMUM WIDTH OF 20 FT. SKIMMERS HAVE NSF APPROVAL (AMERICAN PRODUCTS #644206). MAX. FLOW 60 G.P.M. EACH. SKIMMERS ARE LOCATED TO TAKE ADVANTAGE OF PREVAILING WIND DIRECTION AND HAVE A WALL INLET INSTALLED IN THE OPPOSITE WALL DIRECTLY IN FRONT OF THE SKINNER. SKIMMERS DO NOT PROTRUDE INTO THE POOL AREA. IN THE EVENT THAT THE WIND DIRECTION IS VARIABLE, THEN SOUND ENGINEERING PRACTICE IS TO USED IN LOCATING THE SKINNERS In `� U R F A C E -153 lmw � M M E Rl ,�Dj c: 8C CThlD,) N DDETA= LL SCALE: 1" = 1' SECTION V M UW SCALE: 1/2'" _ >' 20'f II %' 7 A' EXTEND "> 0 SURFACE If X 12" ANCHORED (,RA (E WHITE -TONE /AREA OPEN: 78 50. IN. POOL PLASTERS MAX VELOCITY IN MAIN DRAIN �( DOES NOT EXCEED 1.5 F.P.S. f MAIN DRAIN PIPE 2' AUTOMATIC HYDROSTATIC RELIEF VALVE (MANDATORY) GRAVEL BED WIRE SCREEN PERFORATED PIPE PVC SCHEDULE 80 PIPE TO SURFACE 1. THE DEPTH AT THE DEEPEST POINT/MAIN DRAW GRATE DOES NOT DEVIATE MORE THAN 3 INCHES FROM THE SIDE WALL DEPTH INDICATED BY THE DEPTH MARKERS AT THAT LOCATION. 2. THE MAIN DRAIN GRATES) ARE DESIGNED SUCH THAT THEY ARE NOT READILY BREAKABLE OR REMOVEABLE BY BATHERS. 3. SEE DETAIL # 2/LE-3 FOR. INFORMATION ON BACKFILL MATERIALS AND REQUIREMENTS FOR ALL EXCAVATED OR LOOSE EARTH DISTURBED BY THIS INSTALLATION. AREAS TO MEET THE COMPACTION SPECIFICATIONS SHALL BE ANY AREA THAT THE EXISTING EARTH WAS DISTURBED. MAIN DF-I)aADN ,�j)ECMON DETML SCALE: NONE 7 THERAPY FITTING (8 REQ`D E4 ANZEN VENTURI TEES & PWP 14-ogoo HAYWARD 5P-1022 PWP 14-1635 7 GUTTER FITTING 4 RE0,P �'.4 HAYWARD #SP-10Ig MILLER #044-3-001-3 8 INLETS, ADJ. WALL 3 RE-OV) �,LE4J HAYWARD #5P-141gE PWP 16-2070 HAYWARD #SP-1022 PWP 14-1635 2 UNDERWATER LIGHT 12V 100 WATT E4 LIGHT AM. PROD. 786631 MILLER #054-6-2q4-0 NICHE AN. PROD. #782404 MILLER #054-6-287-4 GIAMMANCO CP-100 TRANSFORMER MILLER #248-6-026-6 2 HANDRAIL S.S. 51" E'4 SWAN #DMS- IOOA PWP 16-2455 WEDGE ANCHORS (2 REQ'D) E3 STA-RITE fP414g4 PWP 16-2520 ESCUTCHEONS (2 REO"D) E3 HAYWARD {A5P-1042 PWP 16-2 30 EQUALIZER FITTING W FLUSH GP.ATE E'4 HAYWARD #SP-IOIq 1`111-LER #044-3-001--3 9 SKIMMER NSF APPR E4 AM. PROD. # 844206 TWIN 2" PORTS AT BOTTOM PWP 16-0075 CAN-(ILEVER DECK EDGE SPL-DECKING 4 FT MINIMUM UNOBSTRUCTED DECKING AROUND 50% OF SPA PERIMETER. DECKING BY SHALL HAVE A MINIMUM OF L.4 FT. UNOBSTRUCTED DECK. NORMAL OPERATING WATER LEVEL IS 3" BELOW TOP OF TILES NORMAL OPERATING WATER LEVEL OVER SEAT IS 1"-5" FLOOR SLOPES APPROX. .5" PER I' TO MAIN DRAIN. WHITE -TONE POOL PLASTER 41EQUAL�11-VALVE SPA-8X8C C ` (� .s ) ! LENGTH: 6-0" WIDTH: 6-011 PEQlNETER: 32"-0" AREA: 64 S.F. VOLU"lE: gg8.6 GALS, BATH. LOAD: 6 TURNOVER: _ 20 NINS. DEPTHS: 3"-2" x 3'-4'' DIAMETER: �A (FOR POOLS WrTHOUT AN APPROVED DVNC BOWL) 4' ICH LEITERNC h$4. 7-o M4. NO 1VIN L NO AMAILD IN POOL OR ON p00L LEA. � �. NO FOOD CAL DAM IN POOL OR ON POOL � OEM ATEMia "Ong I. UAT?M3 LOADt ...,v.(PO(U �. �. Lt3�A). S. POOL HOLIFISt AM YO iVV RLE.E APPLES TO SPAS aLY I' I-LTI LETTEdir, FIrl. CONTRASTP4 BACKCROVC) (FOR ALL LETTERNC EXCEPT NO DNNC qm-E) Can-tilevered Edge VJ 0 U � L O a ran C) Q a Nt 1 w RECIRC PUMP FROM HEATER LA VIEW SCALE: 3/4 '= 1'- O" `r 1 - TANKS LABELED AS TO CONTENTS VENT 3"AIR GAP FRESH WATER FILL -/r - (HOSE BIBB W/VAC.BRK.) B-SCUM GUTTER/SKIMMER 12-OVER FLOW A -MAIN DRAIN D-VACUUM LINE VACUUM PUMP J-FILTER TANK DRAIN I-FRESFI WA - TER FILL B-SKIMMER LINE 10-3 WAY VALVE A -MAIN DRAIN RECIRC.PUMP ` v W/AIR GAP HOSE G-WASTE LINE BIBB/VAC.BRK. H-VAC.TO FILTER H F TO HEATER 6-VAC.GAUGE , 1 t— , I 1-WATER LEVEL CONTROL- / - I 1 1-THERAPY SUCTION LINE ,-,__..._.____._.THERAPY RETURN LINE _._ -__-.JET PUMP (1 OR 2) 4-THERMOMETER �. ---- -. 6-FLOW METER TO HEATER -_ E-RETURN LINE CW/THROTTLE VALVE FROM HEATEF — J-FILTER TANK DRAIN 8-FILTER (1 OR 2) G-WASTE LINE � '- 13-PRESSURE GAUGE 7-D.E.SEPARATOR TANK --RECIRC PUMP I W/ AIR RELIEF \, 4-THERMOMETER // \ LOCKABLE COVER / \� \ 5-FLOW METER / \ i - ` FROM HEATER 3' x 10' OPFNING�- 13 S FROM HEATER S'I-- t FILTER ELEMENTS E-RETURN LINE I h-----F E W/THROTTLE VALVE- r\4-- —� 12"x 30"AIR VENTS — _- — — — — — -- — -- -- -- -- - — — -- — — — - -- — - (EACH SIDE) I — I I i I ! - K-SUCTION LINE �� I I ! --' I -- —_j _j PH CL2 - _ - PH_ CL2 ISOMETRIC VIEW (BY OTHERS) � — — -- — — — — � ___ — -- — — — -- N AIR GAP Cl) ELECTRICAL PANEL W/SERVICE LIGHT (30' CANDLES MIN) FEEDERS INTERLOCKED TO RECIRC. PUMP ALL WIRING* IN COMPLIANCE 11ITH NEC 04 10'-0" (add dimension of chemical cabinet) --� V K—Ai INC. APSSERF rrrrrrrararaaarrr 5-FLOW (METER 8-FILTER TANKS W/AIR RELIEF VACUUM D.E. FILTER FOR POOL - BATHING LOAD 39 PERSONS WASTE LINE IN U INIT COVER 4-THERMOMETER OR SELF PURGING 4 0, 219 GALLONS IN 3.43 H , , ACCORDANCE WITH OURS VALVES i1r,D P,PE �,1Ej PQCL SPA 1.2 _ GPM FILTER RATE, 165 SQ. FT. A - flAiN DRAIri......... LOCAL REQUIREMENTS t95 GPM @ , , • • . • • • 6° 2.5" 44 19" UNIVERSAL FILTER ELEMENTS, 3.75 SQ. FT. EACH J - `d IAi GUIILR/SK:iir1ER........ 6" - 2 - --- � D - �il',CLUr1 L UiE ................ 2" 5 H.P. Vak-Pak IG3-5x8.375-1 RECIRCULATION PUMP, -��,- ,__ 1 PHASE, E - rIErURri l_ItIE................ -- F - FILTER PRECOf';r.......... / � \ 230 VOLTS, i- GPM @ 5O' TDH, SELF PRIMING 2.5" - / / G - PUNP -10 WA.S rE .............. -1 H.P. Pac-Fab Challenger VACUUM PUMP, 1 PHASE, 230 II - VACUUM 10 Fi LTER........... -- n I - Motor # 34-5205 VOLTS W/ 5 STRAINER BASKET 2' i - FRESfI WATEP F!I_L........... ----- RECIRC PUMP � \ ( ) � FLU�1t1ETER B/ BLUE WHITE CF30 300 P, 80 10 300 GPr; __�� -- - - F!LTER TA11K DRAPi.......... 2- 1„ CLL FEEDER BY 1310-LAB MODEl_NIA-1813-FM 8.4 PPD N/A HEATER SrUB GUTS...... . ...2" 1.5" „EC . RCULAT 11 Ur SUC1 I Orl ...... 4" -- Pool Water Elevation ► I I , - �, ,,_ ;..i t) , fIERAPY SUCTIOri............ 4„ Pff FEEDER BY BLUE -WHITE //A-130- 1 15 GPD 15 GALLON CHEh1:CAL TAIIK (fIERAPY RErURri..... ' i UUPI GI,UGE S 0" 30 - 3 -_-_-_ - 2 Pac-Fab 995 _ .__ SEPi'�.RA 1UR i i1rlK K-SUCTION LINE #2 �"' � 60 _ St) . F7 , each I I PRESSURE CARTRIDGE FILTER FOR SPA Pool Contractor shall install: III 998.6 GALLONS IN 20 MINUTES 1 -Relay for therapy timer switch. - - --- 2 - - 1 50 GPtt @ 280 _FILTER RATE TOTAL 2U0 SQ. FT. 2 1 Dour tune clocks (Inter►TtatIC I- IU4R or equal) 2__— Vak-Pak DP-100 FILTERS lo0 SQ. FT. EACH 1 - Vak-Pak HFWL fill device on the Spa co 1 11,P. Pac-Fab Challenger RECIRCULATION PUMP Motor # 34-5205 (with throttle valve) 1 PIIFlSE 23U VULrS 5p GPM @ 60 TDH WITH 5"IIAIR LINT STRAINER FLUWIIE FER BY BLUE UNITE CF30 150 _P, 20 TO 100 ___GPM CL2 FEEDER BY _ Hydrotech-_, MODEL CB8-19 5.3_3_ _PPD 247 GALLON EFFECTIVE CAPACITY FILTER TANK PH FEEDER BY _ -none —_ _ MODEL—__, GPD 2 - 212" PRESSURE GAUGES 0# TO 60# SECTIUN VIEW NOTE: CHEMICAL CONTAINERS NOT SHOWN FOR CLARITY 3 _II, P. Pac-Fab Challenger THERAPY PUMP 1 PH 230 VOLTS _ 140 GPN @ 60 TDH Motor #34-5209 -- NOTE: ALL PIPING 'NSF-PWa APPROVED, FLOt1 PROPORTIONING VALVES WHERE REQUIRED: 2" AND UNDER - AQUALITY DIVERTER P.O.Box 3254 2-1/2" - JAIIDY DIVERrER APS 8�' � FLOW PROPORTIONING VALVES WHERE REQUIRED Ind• Jacksonville, FL 322oa Note: All pumps are self -pruning 3" AND ABOVE - 7'1I BUTTERFLY If spa has pH feeder, use pool pf-I crock .e�^�' HERE ®® e A 363-4403 MAIN AND GUTTER SKIMMER - PUSH-PULL rwrwaw� n0.1031C1•1•XY4 WILL vUIPMENT I" I' ITS ^SI0P`N` F*H"%VM THE P"EC03IGN EINIGIN"EER SANITARY FACILITIES (BY OTHERS hm ! ! —1 0 WAN ! _2_ I_0 L ftOM$ SHALL 8E OF CONCRM OR ayw* Not4._AVWRftW MATERIAL_ 2. FLOOR 3t,'PFACE3 3'W1 ft OF A 9tWfK %?-- 'Riad' TAiq FO#t 3. FLOORS *"L Be X OM FCR POIRM PPANACE TO R4M pRW5X 4. WTPOOR POOH TO NAVE O gsM AGOEw DOOR TO 9AWARY FACL90 AND Ywa vu EE P031W 3ta0b'iriG Tit LOCATXM OF 3 ARAOi. Y Fnes Aft TFeY ANOT MOLE FROM THE POOL OR POOL oecKX 3. nt tE At NO FOOT BArrd. & A M09B 6�t)_ i_iRM A VAC,iA.M MAKE*) %WL 9E LO�CATEV ACCE:9LE TO EACH AN FACUM 7. WALKVA'T3 DeTM tFR 3) AW 3AHTARY FACLI " ARP TO W cottstRucrEo OF COIKFkTE 0R 0tifg HOIF-AOSORMNT MATMAL FOR n't FR9T 0 OF WALKWAY AMP HAVE A "-RE3vTAw MsR 0. GRf9 " WOM (F PRC OYOW) %J.AU HAi E 3i1001N 31 L'-f TAtir N01- WATER CL03eT(3) Uaw FLOOR DRAM (3LOPe FLOOR TO DRAM) LAVATORY 9LF-RE'3i3TANf, rVeRVIOl13 FLOOR LIMAL H03E BHB (WITH VAC" BREAKER) C OF CONCOS-TE OR OTHER xxC l tvrERlu.s. 'ANGLE -,JET' '*ATER FOLPtTAN 1 , a n O M vm- OT— wawty% FLOOR GOVERP-0G9) AitE PTtOFetTEp. O TO POOL WATER'3 EDGE: 110 PLAN VIEW - TYp9CQL SCALE: NONE VENT EACH END FM5H GRAPE Note that the following equipment is located in the cherical cabinet: Pool: NtA .it:eeder(s) and pI-I tank Spa - Bromine feeder Permanently attach the chemical cabinet to the APS cabinet. VAK-PAK "L.A.P' HOUSE SCALD.. NONE SIDE VIEW LOCYABLE ACCE33 SCALE: NONE THE COMPONENT PARTS ARE OF SUCH MATERIAL AND CONSTRUCTION TO WITH- STAND CONTINUOUS USE WITHOUT SIGNIFICANT DEFORMATION, DETERIORA- TION, CORROSION, OR WEAR WHICH NAY ADVERSELY AFFECT THE FILTER OPER- TION, O12, IMPART TASTE, ODOR, OR TOXICITY TO THE POOL WATER. THE FILTER AREA IS DETERMINED ON THE BASIS OF EFFECTIVE FILTERING SUR- FACES WITH NO ALLOWANCE GIVEN FOR AREAS OF INPAIRED FILTRATION. IF P155INILAR METALS ARE USED, STEPS TO PREVENT GALVANIC EROSION 5HAt L BE TAKEN. THE FILTER SEPIA HAS A NININUN ONE INCH CLEAR SPACING BETWEEN ELEMENTS (UP TO FOUR (4) SQUARE FEET EFFECTIVE AREA PER SEPTUM) AND THE MINIMUM SPACING BETWEEN ELENENTS IS Va" LARGER. FOR EACH ADDITIONAL SQUARE FOOT OR FRACTION THEREOF OF SEPTUM AREA OVER FOUR (4) SQUARE FEET. THE FILTER COMPLIES WITH THE NAXINUN FILTRATION RATE OF .375 GPN PER SQUARE FOOT OF PLEATED -TYPE CARTRIDGE !"IATERIAL. "THE R.ECIRCULA PION PUr-IP WAS SELECTED TO PROVIDE A NININUN OF 4 WATER TURNOVERS PER JAY (FOR POOLS). THERAPY POOL OR SPA RECIR- CULATING PUMPS SHALL PROVIDE A WATER. TURNOVER OF ONCE EACH .30 MINUTES. WADING POOL 2ECIRCULATING PUMPS SHALL PROVIDE A WATER TURNOVER OF ONCE PER HOUR (60 MINUTES). ALL FLOWS ARE CAL- CULATED AT 60 FEET T.D.H. THESE FILTERS ARE SEL-F-PURGING OR HAVE AIR -RELIEF VALVES AND HAVE INFLUENT / EFFLUENT PRESSURE GUAGES WITH A NININUN 2%2" FACE DIAMETERS CAPABLE OF READING 0 - 60 P.S.L. THE FILTER CARTRIDGES ARE PERNANENTLY MARKED WITH THE NANU- FACTURER'S NAME, PORE SIZE, AND FILTER AREA ON ONE END CAP. DDITIONA _AQTE -8. , m MGM01 THE VAK-PAK SELF-CONTAINED FILTRATION SYSTEM COMPLIES WITH AND SATISFIES THE REQUIREMENTS OF U.L. 1081. FILTRATION SYSTENS MUST BE LISTED WITH A NATIONAL AGENCY (LISTING LABORATORY) THAT INDICATES THAT U.L. 1061 IS FULLY CONPLIED WITH. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT KNA'S WRITTEN APPROVAL PRIOR TO SUCH PROPOSED CHANGE. ANY SUCH CHANGE WILL, IN ADDITION, REQUIRE RE -APPROVAL BY THE HEALTH DEPT. AND A REVISION IN THE APPROVED DRAWINGS. ALL OF THESE ADDITIONAL EXPENDITURES WILL BE THE RESPONSIBILITY OF THE PARTY DESIRING THE CHANGE. HEATER NOTES: MATERIALS USED IN ANY TYPE OF WATER HEATING DEVICE SHALL BE NON- TOXIC AND ACCEPTABLE FOR USE WITH POTABLE WATER. THE HEATER(S) SHALL NOT PREVENT THE ATTAINMENT OF THE REQUIRED TURNOVER RATE. - VERIFY VOLTAGES PRIOR TO ORDERING EQUIPMENT If spa is elevated above Vak-pak, install fresh water fill for spa outside of Vak-Pak. N s c n 0 N s t ro 0 v v n 0 y 0 U C .a U 0 N N Q C N m 0 n c 0 U D ro C 0 N y a h N N a N y t ro 0 0 0 11 97 O t 3 c 0 E 0 A 'L 0 0 U 0 ;J 5P ro .0 U a V 7 0 0 a 41 D O O C ro w m s a r_ ro 0 L' ro a W N Q) Y C cr CL 0 a` C A N L rn 0 0 U 3 ro J f= a U N N a N N 0 C a x a> n v r V C N d b 0 O Vf N Q C g �i Y L -�-�CL •� -.0 C 0 o Q i CJ� 0. �e M J CU ®. Q CL DRAWN (J (D 4 - D \}/ (d) { (4) E El t; G L% T [- x� `r i EI F I GI HI 0 2 3 4 5 g 7 8s 10, I Ll � r I, f �r r, PERMIT ���'�q DATE -_ RESIDENTIAL r' COMMERCIAL. ADDRESS ;0 OWNER 714 CONTRACTOR, LL—rnd� IM In, m� m < m SYMBOLS KEY 71 ROOM NUMBERS SELE TED CONSECTIVELY RELATING TO PLAN AfiNANGEMENTS, NO. OF FI.L,%'Rs , ETC. NI)MdGRS AIALLY REI-ATE _ D DOOR To .',uQM NLfA3E_lL DY -YPES — OWINDOW A,B,G IN ONE STRUCTURAL DIRECTION: 1.2.3. ETA. IN O GRID THE ( . HER. LOC�i' . )S OFF MAI1 GPID NOTES ...2, 4 7, ET"'. 0 DETAIL DEIAtL NO 7DEtAIL TITLE 6 f YPI AL WALL — 3. 1 0 —SCALE •I''PICAL DE I A) NO I/ ARRO INDICATE$ —I DIRE.: 7)r1N OF DETAIL, CU. ND/OR LOCATION GHEE t ON WHICH p'c IAIL 13 DRAWN of DETAIL INTERIOR ELEVATION REFERENCE L•,DIRECTION OF nE'v ' CROSS'' ' '• SECTION s L•LOCAtION OF CUT I AND -•pIREC TioIi or VIE'N - 6 ` YF'ICAL _WAL'�_ t' d CROSS_S �t=F _R'NCE �REFFRENGE u;r!.+F30L '— SERVE ' A5 CRO0::S REFERE _E `N"E�1 PLACED BELOW D..TAIL SYM130Li CRC`SF REFERENCES AR � FOR CONVENIENCE ONLY AND DO NOTANCLUDE ALL INSTANCES OF`D,EFAIL. CCCURANCE . NOTE REFFR =11 :.,I WRITTFtI YArERIAI_ DETAILS AND NOTED ARE IDENTIFIED AS IN THE ,• ,�' E .r eF FOLLOWING EXAMPLE -0 ��AnpII OF 'FOR ROOF FLASHING I,.orE APPLICATIoII MAT'_n(AL SLE NOTE 5 121; " AS IT r,T:FER , TO SHEL' '•1 WIur II NOTE i . S F C'J'I', F CEDT 1+Ar x-,OFF' yUMAER NO I'); l'J^ED a ON S�aIC q„c r t MATERIALS KEY PP VI.� EARTH t• • . CO" C71E TF. BRICK (;nrl k.1AS UNIT GROIJ l ® I F'-.1:D C-J.!. INS'JLn'!ON !Y__-J r_ D F 1„:SttED 71D _) AC"D ROUGH � ".1ErA. a'._ I== `® I■ VALUATIONYC ZOO 000 PERMIT irE;f THIS APPROVAL DOES NOT GRANT PERMISSION TO VIOLATE ANY APPLICABLE CODE, KI Er1 mis PLAN ON JOB AT ALL TIMES, ---- INDEX OF DRAWINGS 1.11 TITLE SHEET 7.1 WALL SECTIONS & DETAILS 1,2 SITE PLAN 1.3 ' POOL DECK PLAN - - 2.1 FOUNDATION PLAN 8.1 INTERIOR ELEVATIONS & SCHEDULES 9.1 - _- MECHANICAL PLAN m ANFORD FIRE DEPARTMENT 1303 FRENCH ERU R L0R A 32771 3.1 FRAMING PLAN 3.2 SPECIFICATIONS & DETAILS 3.3 SPECIFICATIONS T 4.1 FLOOR PLAN r 10.1 ELECTRICAL PLAN 5.1 BARBECUE PAVILION 10.2 -POWER RISER DIAGRAMS & PANELS NOT f USED -- 6.1 EXTERIOR E L E VAT I O N S---�"�� 6.2 EXTERIOR ELEVATIONS 11.1 PLUMBING PLAN •6.3 BUILDING SECTIONS '-- - --- - n i _3 R.L JL_ j. r t 1 At FUCIEBERG KOCH AkCHITECTS, 11.�C. These docimen and .heU contents are the ro rt of ru Leber Koch Architects Inc L ` P Pe Y B B y _ -- _ u r s chic r� ect oted o k 4 d �e ed o fo the n ❑ thew a s reproductions. I and _1x�____n_l;� Re 9 1 dr nn An r Ions. rev)slons or maa,Icatlons of these. documents B Y P 3.. A_ , �I241yo I I;S�UED �oK I�ERMIT ttc•. N; �'r Issue Hester Ko (:l l AR(l-11'I'[ C'l`S Orlando Dallas Ale"ume ':': T np' F• (r I N , P Pd,s FL 32769 (407) 6[9.OUC)5 505. alllas TX 752,341 (214 ) 45&6943 A ,p S,nte F Melbourne FL 32901 (407) 768-7887 LVAIM am D, hIQLAKE' C� ,.mac Apr CLUBHOUSE Date �R � Date C/o - Pro' 1641.oZ `I~I LE SHE -ET I. A B CD (D C `> (1) (D E F H 44 G U a a N Q a rn 1 2 3 4 5 6 7 8 9 10 tl 12 = 15' 02' 39" R = 703.44' RESEVOIR LAKE EDGE OF LAKE (4)-LARGE GALV. EYEBOLTS A = 184.70 TOP OF WATER ELEVATION = A 40,97 7-31-90 PROFESSIONAL GRADE "- NET ($50 ALLOWANCE) � w z. c a F a►= I -m (2)-6x6 P.T. WOOD POSTS PLACID LAKE TRACT "C" � B ZONED MR-3 / 8 TREATED WITH SEALER VACANT 8 121 3o•OII IZI / O Z I o �P NOT PLATTED GRADE �P ZONED A-1 WHITE SAND I p SINGLE FAMILY �h /1UUGTi No RESIDENTIAL � a 'J O 30x60 SAND PIT � MAINT. 0 I I �I CONC. ENCASEMENT \ ® 10 VOLLEI(BALL COURT DETAILS / S 89' 16' 12" E 323.34' U.1 11 I F - / F I D w O 7 I¢ _-_ O • GAz�B° � ® � � 0 G ® D NOT PLATTED 12 SkIIrcH K6Y16 _ 4 ZONED MR-2 Ou"ruSl_ o VACANT � ' E pDc fOUNTAI LI \ � SWITCH ICEYt,E>5 � CO� J AND OUTLtiiT O — \ O Al L Wxr�KPRooF U O a. Z �'oUUTA .✓. c�Ci - r S F 2 v O \ 6 O ® E � KOM-6,1SK CO RT F°uIJTAiN F� �� F \ , 4 V1 A 76 SS � j � I NOT PLATTED ��\ ��P�� A = 50' 00' 00" ZONED GC-2 P� �� R = 530.00' S 66' 54' 44" U! \ 2 G - VACANT � J�$�-`{ A = 462.51' 122.19' ' MASTERS COVE PLACID LAKE TRACT "A" ROAD ZONED GC-2 S 53' 04' 39" W VACANT A = 35' 57' 53" R = 156.87 >. �. 105.01' A = 00.' 20 58 A = 98.47' L = 5.00' A = 90' 00' 00" R = 35.00' A = 54.98' H I FUGLEBERG KOCH ARCHITECTS J Orlando Melbourne ❑ 2555 Temple Trail, Minter Park, Fl. 32789 (407) 629-0595 ❑ 25 W. New Haven Ave.. Suite F Melboume, FI 32901 (407) 768-7887 SITE PLAN SCALE 1" = 60' N°I15'': CONTRACTOR SHALL PROVIDE 2' X 2' PLEXIGLASS SIGN AT DUMPSTER TO READ "KEEP DUMPSTER GATES CLOSED AT ALL•TIMES". . _ K I'�t1�I�� ;>,�t I OBI r�,' �. "(off �%� �1;1.`f-P �`N - �HAIA, 1fi t qV, ,,P IN i.l,ol�l tl��� � . AJ , . ' ki►�' i iIC u�ll�ncrF:Q l�f�v �L�-����� Gd tl f�G fo�•S .�.1►� -- � - -- 1� I } Go 'AG o1?S 1�iA 117. r SITE L I GHT � NG FIXTURE SCHEDULE, I,IFG. & CAT. f{ DESCRIPTION- Lfti�iPS VOLTS _ FZEMARKS f`!0. TYPE _ � ® L I TNON 1 A TFS i 50S � HPS FLOODLIGHTS 1 150Yt 1 `01� • MOUNT' Ohl t3LDGS. NPS SCE SITE PLf�f� �ICGRAYi-EO I SON TF:AQ I T I ONA I RE 150'�1 PROVIDE A LURAL I fJC P 13 TR 1393 1 HPS 1�4ULT I POLE. }MOUNT PER . ----- __ - MANUFACTURERS DETAILS. NOTES SITE SUMMARY• UNIT TYPE UNIT A 12 UNIT E 72 UNIT C 16 , UNIT D 72 UNIT E 40 • UNIT F 32 TOTAL UNITS 244 BUILDING TYPE TYPE I 5 TYPE II 4 TYPE III 1 TYPE IV 2 TOTAL BUILDINGS 12 PARKING REQUIRED . 488 PARKING PROVIDED 491 SHADED AREA INDICATES 3-STORY CONDITION. " 0 0 0 0 0 ISSVED �02 PE,er.1iT Rev. No Date Issue History PAC DEVELOPMENT Dr� APARTMENTS Ck. Apr. Data ` PLACID LAKE' Po, I��LO2 SITE PLAN • - � 1.2 S_ ANFORD; - FLORIDA 1 2 3 4 V 12 G A G G B C (1)G H to a D E F G 3/4"=I'-D 5 6 7 8 9 DOCK MWING S61E pl�TAIL. 9/1•2 -roK, MOKS IuFot{MATIo1� SEE ENGINEERING DRAWINGS FOR SIDEWALK LOCATION AND INFORMATION. RETAINING OL . @ WORD DEC'IC 314" = V-D SEE ENGINEERING DRA AND INFORMATION.. I L' NOTE: 1. POOL & DECK BY POOL DESIGNER. V L-I I GA I V nHr 1 Cf 1J Ir 2X6 DIAMOND DECK REFER TO ENGINEERING DRAWINGS FOR DEPTH —� • _� -eta-_—_�-..-T....�.^_.a• 4-L...•:._-i r L I Iq G. 2: x [o TOP RAIL I "M 0-712 � �I3 O I l.2 � � 2X2 PICKETS 7V i } Zx4 MTTBMRA -Illn�`II-((-II-T-((I. - (l��if�= �f = �OPP I z-zx/2 - ►= I = IIEIIiL= 314 T � GALV. IERf1D I?'LNG Iq .. • 6. l F. DaUgLE 2x8 uU�,I�QNTALS pEACMW ANCMY) (� CD�IC FF�.T WATER LEVEI.-� I 3aDD P.S.I CD�ICRETE t TERRA TEX FILT[Vi FAb C KINK Wail_ C� GAZEBO _ �� � ��vEL �l-YPE N.D. �aTTOM I SEE CIVIL ENGINEERING DRAWINGS , FOR EXACT LOCATION AND LENGHT VERTICALS SHOP DRAWINGS TO BE ISSUED ON, ALL Lx I STRUCTURAL RETAINING WAILS. DRAWINGS. SHALL BE SIGNED 'AND POST SPACED SEALED BY A FLORIDA' REGISTERED @ 51- A D.E. ENGINEER., D ET AIN ING ML SCALC: 3/4" , 1-0 TDP OF FAIL , 05 N TOP DF PLANTEK IL ng N PDDL C1ECK C I NDTE , ALL LUM�tK INDICATEQ TO DE P,T. 21 Q TREADS ZX12 � ZX4 - LMEK @ GIMPS STEP @ DECK" 1 I I I I I I 2x8 JOIST- @2'0"O.C. RETAINING WALL IN SAME ALIGNMENT AS THESE POST GAZEBO SECTION .1/4" = 1'-0% 6 MIL VISOUEEN 4-6 PLANTER BOX. w/RAID 9 I 1 2X� � I AXh PT. Fog Lo41-D AT POOL 4 EDGE OF DECK XL PT. POST Al DETAINING WALL 2X2 I o PI G KST5 d- I 2X4 I I N 2 POOL RAILING BBQ SLE ENGINEERING DRAWINGS FOR SIDEWALK LOCATION AND INFORMATION. NoT•E = ���6� To S N��T' � • I �oR I��TAl�S of BAR2 Gv� fAVILIou Ga jdgTRv�! IV N . y r- 3/S IgC.-I MARINE ENGINEER / SUBCONTRACTOR TO SUBMIT ENGINEERED DRAWINGS SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE OF FLORIDA FOR RETAINING WALL, GAZEBO AND DOCK. ALL MATERIALS AND LABOR SHALL BE INCLUDED IN BASE BID. A C D: E F H NOTES I 't Ol DECK. 4 CONCRETE SA E ., L -.I -°PO0L .R ,INFDRC ;COLDC6-X610/1;WITHOKWITH TOPPING. PROVIDE PAVER ACCENT BANDS AS SHOWN. SLOPE DECK,MINIMUM PROVIDE DECK DRAINS AS 'REQUIRED AND CONTINUOUS STRIP DRAIN AROUND POOL. 02. RETAINING WALL. WOOD RETAINING WALL 1' BELOW WOOD DECK. 03. NOT USED. 04. PLANTERS. 2'-0 HIGH ABOVE POOL DECK. 05. : DECK RAILING. PROVIDE PRESSURE TREATED] PINE 2 X 2 WOOD PICKETS AT 6" O.C.-WITH'; 2 X 6 HANDRAIL WITH EASED EDGES AND 2 X`.=- 4 BOTTOM RAIL. 06.,,, BENCH. 2 X 4 CONTINUOUS DECKING ON TWO;; 2 X 6 SUPPDRT ARMS AT 4'-0 O.C. CONNECT ARMS EACH SIDE OF WOOD PICKETS 'W/ 2-1/2" THRU BOLTS AS SHOWN. PROVIDE;;, 2 X 6 LLG BOLTED TO ARMS AND DECKING AS I` SHOWN. DECKING AND SUPPORTS: PRESSURE TREATED PINE: 07. :1 X 1? TRIM BAND AT,.F.1"POSED SIDES OF DECK FRAMING. PMES?'6t E TREATED. 08. 4 X 4 PRESSURE TREATED WOOD POST.' 09. POST FOOTING. 12" X 12" X 16" CONCRETE:`; POST FOOTING WITH 3 #5 BARS EACH WAY. 10. POOL RAILING CONTINUOUS AROUND ENTIRE POOL DECK. 11. POSTS. 4 X 4 .40 PRESSURE TREATED POST' DRIVEN TO RESISTANCE (APPROX. 3'-.0) .BELOW GRADE. 8'-0 O.C. MAX. 12. DECKING. 2 X 6 PT PINE TIGHT KNOTS. 12d HOT DIPPED GALV. NAILS. 13. FASTENERS. 3/4" DIAM. CAD. PLATED BOLTS, TYPICAL. 14. FRAMING. 2 X 8 PT., 2'-0 O.C. 15. PLANTER. 2 X 6 T& G P.T. 2'-0 ABOVE GRADE. ROOF CEMENT SEAL.OVER ENDS OF 2 X 6 T & G. 16. 4 X 4 PLANTER POST. 17. 2 X 6 PINE CAP. 18. 2 X 4 P.T. 19. HOT DIP GALVANIZED FASTENERS TYPICAL THROUGHOUT. 20'. `ALL DECK AND POOL FENCES AND RAILINGS PTO HAVE 2 X 2 WOOD PICKETS AS APPROPRIATE AT 6" ON_.CENTER-MAX 21 POOL CONTRACTOR .TO PROVIDE SLEEV1r, IN rt, DECK' FOR VOLLEYBALL POLES.' 22; GUTTERS AND DOWNSPOUTS. PROVIDE 5" ALUMINUM GUTTER SYSTEM WITH PRECAST CONC. SPLASH BOX AT. EACH DOWNSPOUT LOCALTION. ALL FLASHING TO BE 26 GA. GALVANIZED PAINT TO MATCH ADJACENT FINISH COLOR. G��Pc�lt-�G�TE 17Ra1Nh.C-��. V rT F9c7\/ I DE!,- Caal lo'N�NGE );U2 �100F1�oE'EX c�2/��` '�72A1;��. Sup-,, cs 6.IN To RRI A / 0 0 0 0 - I z�l10 1550ED Fog I�E2MIT Rev. No Date Issue History FUGLEBERG KOCH ARCHITECTS J OTlando Melbourne ❑ 2555 Temple Trail, Winter Park, Fl. 32789 (407) 629-0595 ❑ 25 W. New Haven Ave.. Suite F Melbourne, FI 32901 (407) 768-7887 C PLACID LAKE CLUBHOUSE- Dr. Ok. Apr. T Date cf1 *) W Prat. 16 41. D Z 'POOL DECK PLAN 1,3 W i tr _ . 10204 " w PLACID c" FOUNDATION FLAN .LAKE -; CLUBHOUSE, Oats SCALE: 1/4" -1'-0" ;r Prot ! FOUNDATION PLAN 4 ji, . aov ■ A r, � - Al e.. t . H S 11 JJx - _{r t ! !. r - ,.:.. ,: ., ,, � : 4 {>c s a t � Ecnta r the ro ri off ►trbrr Aah A. chttn to f k' :tE� .. C tnrs<+ d utnenl and het. � � ire {nc t1.GLfbY.R, dtx'h A �H J 8 ..,. ; ;: :;,� .:-.. •: -_ � .. ,. : ..,. � - ..,t , �. > �.•t .z - -- - -- - -- `= --- r t s re r ctt s. rrrrr. nt '6t m t s n[ these docu to 9. e S .�{ 0 .n d Od 1 I - - _ - }y!� t v twt ec! n esr dnvn An od ue o t( n to to u Jn{ I Ott wa ��,,((_ P �P : _ _- --- T ,,- ,, - = - - - - - - - I' - - - - . , _ . T., 't - -• _ _ ,, 8r. 9 '10 11 12 -_ ._..__ �_ .. _ ». __ _.._..-_ _ ._ ___._ ...».. �, ._ . ten., ..m _ ._ _ _.. -^ - ..._ _ �_ , .., _ _ s _. .._ �.. _. a---► „ ""yam """"" _ '. a'T ,. t • t I . nor ilzul 6 F.E; PI,At`1 � . '111� . j I , 14c _ le i . I . t . SIr_IP._ ,0H-�rf61ly vI/ T ,� S 2 • I,,\ ., � ,z , { -. - ,1� ----- -_ ____ � �. K11 .� _ _l � . /,- m - _ i - _ _ - _. -_ - -- f • +f vi \ 2 - GoM (r F I (%�/ 2 �� BRACING NOTE: FASTEN EXTERIOR SHEATHING IN ��' I R U r' ACCORDANCE W/TYPE T' SHEARWALL -; . T. -_a t_ : t ( I -• I N { i ? i , >' \ ., U.N.O. (RE: SCHEDULE & NOTES.) I7I�� I`/I U I,•-l� TV- U5s T� f E 1. / �- _ _ ��,l e �� - � . - /7- i \ I \ ,t ME I N } , e i (a II o,e, v E2r . r- -- - \� t . _ _ YT . ` „ \ 1 T�PorGrl h-I/,L-L �: < ...� U . . . - �� I' _ \ . I I � - T : I(D .I 11 / . Y`i__ c - - - i I I - I -, -- _-: __- i_ Q � • 'z I a r -{ ::- �- >7r7 0 ;1. jtI 1_ -. �� - i I � `-�s./{•• K, `ll /jt _-._ ,•/`T 't. X�11 rr,�• 'yi /�, BO�-I I err D. `ef ; � or c ' STA E R E D T, E- , �C } I o�'►� o U P> (BOG IG . �, j I l ----r s ,, w I ,, --- - -----'-- �-4 E ro>j '. r!l l G f 4-- 1 _�_ 11 .-- . --�-- -- � ��' -" r. , . i f 1 _ 1 x I F I -- �� o r E L-,-AT-AT E 2- BO �-T _S W12 r r � / 02 r { ,. i �' EP.• 5 c• :7 • - . . , ,,. t fi _ I ! 11 f .. f- ;, I r { i I , �" .- :. IRDY R, TRl�SS : /) n 'I1. i . -.-----I'--- D A i E D T � ( 1 4 ,.-. -. �.._.� .: -.. ..� n f y _.. JJ, ... as.-_ y r. f _ x_-'. _ .-, --. ::.... - -ro.. _. _ _ _ _ .F", .. ,, -„ E . .- - . ,.. ,., :. Z .r-... -�_ , _`__� fir r t j , - _. .- .1-11 � . I .. , __ ., 'x - I I I . �1.1 .1 I I :" I11 . - I- . . I . 1. _ 1 I 1, - . F 1. .. �.. ...�f -__ �., iil..oar: - I Z .=a - .. _. _- s G �5 „� :. .� �.. -. r.... t s - ...<..✓...: ..:... s . a. , • _. '.+. ,; ,.. ..., -._ _ ,.. �, .:,-, - '" , '. .., ,t . .-. _.< . ` .... ♦._ .:. ... :E - 1 I i f 4x4 W SIMPSON EPC44-16 . ..... - -. ... _ _ ,.: . - I . - - r '. :r - ,rr„ ': p. ,z:,_ ,, . f µ :C:: ' :. _{ a _ - , _. y •: _ ,. - .. •- a . . I , ; - i • BEAM & C 44 @ BASE 4x4. W IMP PC 1 S SON 44- 6 B / @ M - 1\ / . : . <. . . , . � �` ,: , -' - Y , •,- . .I _ - __� i- . & CBS44 @BASE 3 PLACES . / I P NUS F s �I M 26 tt �� . I r , ; . - ,. .. ,. ;:: : w' :. , t.: - _ , .. •} . - / . . "' -9 C �- � . j o. \ - I . _ ,-.. I + ` _ r :" -. ,_ ,: . I , _, . I , _ i _:. ;; :: : -:. ,, a 1.J - ----- - - - - Lis 0 �'. S�k Z Zx12 ' Zx12 ...� 2 ZX12 2- ZX12 . . f I �. \ 11 .. ! {^j// r 7 - . IN? /_` i . f� .. I t { fxr I � - , wi � I I I � ! I _ I V - I � --_ % . - I � ^ I \/ � r -_ I I .A 1 .4 . I �{ . I L I � I - F -` ' , r , {p! 1 c.., .. StD ,, I S SON U210 \fin /)i /- k N 1. �I � i I f . , : . _�. Z�,� ' -, m:� ..r 11 .. - -�_ < �.:.; 1f `, r 0_ I I I ,.I c I I , ls� i4 - L - -- ill il. _ ,Fy . 4't �.+as'- z ad i:. y 6i� > J t ._;' f\ �: f �� s, ° r I -)11:� �_ J I- J -J 1. -I 1. J l J J r / l��SwrG� I JET -- I - I . � I' + h w . 1•Ia ,. I^��IF�I�%�i �r'l G4, ' . . I ,� � . . I -, 1. I 1. I I � I ,� . . 11 � I I I . I �. . I I . \.. , I I I I i _4 4iII II . - . - '- , F , ___t , =- . -1 X 2- 2 x 8 .�_ii. i. i. I T__=- �=_I 7�i , { - I I. II. � . . . I . . ii . __�I . . . -_ �V tl; . . � ,. I I . . ,� N r. 2- . o _ . � �� W ��Ir1 - �.,,I'I ' 9' - . . C'' � N I �� t'i t>� J r'-J a I L_ . �A_�� < . d .. 6-,i. - e . , , , - - I II r-- - - - - -I { / ' j( - , _ __ _ . :_ �\ Yard � � -- �,`� 1 I / , 1 I 1 11 ' I .. - ,. 1) • _ % A. -` I ` . - I I - - � I/ I I , I k I I I . . � . t� L + . -�`4 -- (-' -1 I . _� • - - I , - . 0 0 • U) y l Q x LU LU G �. I. NOTES . SHEATH CUPOLA W/ 1 /2" PLYWOOD FASTENED IN ACCORDANCE W/ TYPE 'C'. RE:' SHEAR WALL SCHEDULE & NOTES. FASTEN CORNERS TO FRAMING BELOW W/ SIMPSON ST6236. FASTEN STUD COL. • SUPPORTS (a@ CORNERS TO FRAMING ABOVE W/ SIMPSON ST6236 & TO FOUNDATON W/ SIMPSON PAHD42 OR LTT2� NOTE : FASTEN ROOF TRUSSES OR RAFTERS TO SUPPORTING 1) MASOkRy W/ ': • SIMPSON ETA 18 W/ TSS2. 2) FRAME WALLS • W/ SIMPSON H 1, FASTEN WALLS TO FOUNDATON W/ SIMPSON LTT20 @ 48" O.C. OR PAHD42 @ 48" O.C. 3) WOOD BEAMS W/ SIMPSON H 1, FASTEN EA. END OF BEAM To SUPPORTING STUDS W/ SIMPSON ST6224 & FASTEN STUDS .TO FOUNDATON W/ PAHD42 ;, QIk LTT20. FASTEN GIRDER TRUSSES TO SUPPORTING 1) MASONRY W/ 2- SIMPSON ETA20 W/ TSS2-2. 2) FRAME WALLS- PROVIDE 3-2�4 " . STUD COL. FASTEN TRUSS TO'STUD COL. , W/ 2- SIMPSON TS22 & FASTEN STUD COL. '�;. TO FOUNDATION W/SIMPSON PAHD42 1. OR LTT20..3) WOOD BEAMS OR HEADERS W/ 27-SIMPSON TS22'FASTEN BEAM OR HEADER_ TO SUPPORTS W/SIMPSON ST8224 & FASTE � SUPPORTS TO FDN. W / SIMPSON PAHp42 OR LTT20. I I ` IN OPENINGS 4'-0" OR GREATER FASTEN ALL , HEADERS IN BEARING WALLS TO SUPPORTS W/SIMPSON ST6224 & FASTEN SUPPORTS TO FDN. W/SIMPSON PAHD42 OR LTT20. d 1 9-18-90 11 ISSUED FOR PERMIT :4•_ 1 r,, Dale Issue H{slor• .11 Ili 1 - .. .• - v I - _1 o.0t(T� K) C...K...1��. 1.1 ,:; . ... . - I'DIG�i1'Ir��. 'oP �.fNT�� I !,' L' x GONYENZI�NALTFFUIMIN { �, : 0 rAIL ,, ,� r 1 °' 10204 2 x� 62A ►!a,�: KA F j G (� <T-1 P) - n PLACID LAKE- Cl1POLA FRAMING PLAN , II w� 2X6 f°�'�I P I �/AL-#,: G i � � I PG1 � f aUT� 4v, Ta11�-/ E'.eTl� rc. � 4 o' c � tMA�'A.). \.rLUC�HOUSE dare ROOF FRAMING- PLAN SCALE: 114"- t'-0" P` 1`t . 'A - - iI��,�: 1I'.49 �1,,"��A1-Ift19--, , u.® G µ.,. r , , . " SCALE: f'14" ` "' �y M T , `, o~ . .. < 4. , 1�I F R N LANr ,j, _ M i , VV i . . , ., ♦� '� M , t , �, "5 t .- .. , . - -i _ N %>: P• - < { I r y 4 r • V f (J ;. f'r s t, f , >• > ., - ,.1 A : : :. ), 4 1 r•.tt: . .... .: ., ,.. ,, .. j - , q.. 1. .. . ,. _ - - • < , , : - �. -._._ • . w-wN•w MM+MI.w.w.•..,..Y.MMNVMIW _ _ J , • - .: o ;, 1 .. a .M •. ww•.r-w.w• Y j M .n w s +aa. y i r r 4.' a:. n , , 5 .. .. _ .-.. ,. _ .x ... �. t. --- F,. 1 1 2 -- - 3 �__ _ . , ,. � _. _ .... ...,. _. ��: ,'� .. �.. :-. .. ': , :- s3 - ..x...._�� #... _g,. �w•-_.._to[i.._ _. Y.,H _1sSa•, .. ..6.. a_z,_�c... �� __.1�,x ._. _ l:: ..� .. -,,. 1S?c �.. �S. _ !t - , ,.. ... ,: .. :' .. ... :. ..' ,. _, >.. - :,... _-t-„_ ,, J_r_., ...1 _. .;.: 5.-. ...,__ ._ c4.� il. „i.,. ,t.- � .:a•,.Li 2...t<� L.c, _ u _ D i i �n r'1iNl MAN J �j RE: MANUF. SPECS. FOR REQ'D BOLT 1 DIA., PROJECTION, & EMBEDMENT. Y i. I0 , � Y t�F ~' (D ^ G A ^ _ B C a - - c 0 � P � e y CONCRETE NOTES 1. Footings shall bear on soil suitable for supporting 1-00O P.S.F. bearii. If questionable soil is encountered, the structural engineer shall be notif,,,• immediately. • RE: Report # PNclD-11I.I BY N(IG}�AEL �. �lhjS . P�SSc�hATES� II-�G. 2. All concrete shall test`3000 p.s.i. at 28 days unless noted. 3. Detailing, fabrication and placing of reinforced steel shall be in accordance with ACI 315-80, "ACI Detailing Manual - 1980". 4., Unless otherwise,noted, all reinforcing bars#4 and Larger shall conform to ASTM.A-615 Grade 60 (60,000 psi yield) and all #2 and #3 bars shall conform to Grade 40 (40,000 psi yield). - 5. All concrete work shall conform to the "A.C.I, Building Code", ACI 318-86. 6. Welded wire mesh (WWM) shall conform to'ASTM"A-185. 7. Unless otherwise noted, concrete protection for reinforcing shall be as spec fied in the "A.C.I. Building Code, (ACI 318-86). 8. F,xcavacion for footings shall be neat. 9. Footings shall be poured immediately after excavation.' 10. All reinforcing steel marked "continuous" .shall be lapped 36 bar diameters at splices and around corners or intersections with a standard 90' bend on corner bars. Lap welded wire mesh one full mesh at side and end. -laps. 11. Lap top bars at center of span; lap bottom bars at supports. 12. Refer co architectural, electrical and mechanical drawings for any other. additional s.leeves,'anchors; vent openings,.etc., not shown on structural r plans that might be required. 13. Unless noted otherwise on plan, control joints to be Located at approximately 400 sq. ft.,grids. Actual location to be determined by owner or contractor. Control joint to, be zip strip or equal'. CONCRETE SPECIFICATIONS 1. Concrete protection for reinforcement of poured -in -place members; See section 7.14 ACI 318-83 for conditions.not noted). Minimum Cover (Inches) Concrete Strength (PSI) cootinns----'---- ------ ------ 3 �lj 6?00 Grade Beams- ----------- -- 1z top'; 3 bottom & side.... .. O d o Slab on Grade---------------------- 1 top...... O Retaining 1;a11s,! Elevator Pit 2 Exterior, 3/4 Interior....... Columns - - - - - - - - - - - - - - - - - - - - - - -- 12 .... ................... uca--- s----------- ---------------- lZ ......... ... ---t - Slab ---------------------------- 1 @ bottom, 3/4 @top.... i Sn�ar `;a11s--------------------- _--- _mess specified, concrete niust reach the following.percentages of its 28-day o;.prEssive scrength (F'c), before forms may be removed t,alis, columns, beam_ sides=------------- ------- - --- - 40% l isc pans and Beam 'Bottoms --- (if Shored)-------------- 707. S;iorir:s for Floor System----------------------=-------- 85% 3. ecailing, fabrication and 'placing of reinforced steel shall be in accordance wicn-.y%I 313-60 "ACI Detailing Manual - 1980" _i 11,1 SONRY NOTES 1. ALL masonry materials and construction shall comply with the recommendations of Brick institute of America (BIA) and National Concrete Masonry Association (NCMR) and minimum requirements established by local building code, 2. All concrete masonry units (CMU) shall be ASTM C-90 Type N unless otherwise specified by applicable building code. 3. Control joints shall be spaced per plans and specifications or at a maximum spacing of 40'-0" centers, unless ,specifically approved otherwise by engineer. 4. Mortar: Except,'las .otherwise -set forth Herein all mortars and the 'materials therein shall conform to the Standard Specifications for Mortar of Masonry Units, ASTM C270, A) Mortar used to ,bond unit masonry slia,ll- be of 'I'ypu .M, S, or N, and shall comply with the property specifications set forth below: MORTAR STRENGTH PROPERTY SPECIFICATIONS Tyl')e Minimum Averagc'Stren?,th (psi) M 2500 S 160,0 N 750 B) 'Fire type of mortar based on consideration of the. location of the unit masonry const,ruction,shalL be as follows: Use or Location 'Type of Mortar Be Low grade foundations and walls M . Retaining Walls M Fire resistive walls rated 2 hours or more M or S Exterior wails and load bearing walls M or S Partitions M, S, or N Solid Masonry Units One classification less than the above Mortar or grout under concentrated loads M Fences M,, S, or N 5._ All reinforced inasonry walls with openings up to 4'-0" wide, shall have one bar (minimu'm) at eaca side of openings. For openings larger than 4'-0" wide provide 2 bars:at each side of openings. Fill all reinforced cells with with 2500 P.S.I. grout. Reinforcing at edges of oper�ings to match typical Masonry reinforcing size, (unless 'noted otherwise) arid extend to top of wall. 6. 6pecial inspection is required for cmu walls. 7. Provide truss type reinforcing at 16" o.c. for all CMU walls unless noted -.otherwise. 8. Grout solid all reinforced cells and bond beams with 2500 psi grout. 9. All reinforced masonry wall corners and intersections shall have one vertical bar (minimum).'' Fill reinforced cell (s) witli 2500 psi grout. Reinforcing shall match typical masonry reinforcing si_ze (unless noted otherwise) and extend to top of wall. r r 5 6 7 8 9 10 11 12 R5 H12002 t. G OCN � H,T£ -r'l .r. vnlC� P a. .e ,0 n1 0. lJ ieoe, xh ,..h..e.t$ Inc G BF.R h RC r r ,� 1 '� r Co e these oc en � o rcl,on_ re . ,or.s o od earnsd um .s .: o.e a ... a .... ,�. e� d s m ..t_ c.. c C or r ee. are rssu d only r '.n.• r and ahi�.Led_ _ r Q r A B 6� C G G M J 1 2 3 4 b 6 T 8 10 12 3Z. APPLYCOOL DECK TO "RAMP. AND PAVILION 33• ,1"`BLINDS. "'ARE TO BE PROVIDED THESE LOCATIONS:' " .f 4- CARPET. ^PROVIDE l' "0" ,,COLOR •'CONTRAST :BORDER; AT EXERCISE ROOM, SITTING, 1RECEPTION, CLOSING,'GENERAL MANAGER, AND ` (:LEASING OFFICE. �WALL DETAIL 1 112"=1'-0" IX2 FURRING T'� WALL DETAIL 1 1 1 /2"= T-0" SKIM I X MU SAWN GMA TRIM PT. 4 x 4� COWU W I SIMP% ELL L 314--/L4 W = 31/4, H ° '/2) e BEAM 17 SIM ON PDS 40_MSE Qn COLUMN DETAIL SCALE 1 1/2"=1'-0 i I NOTES 'TYPICAL EXTERIOR WALL. SEE SHEET 3.2 FOR STUD SPACING AND FRAMING •- REQUIREMENTS. SHEATH INTERIOR FACE WITH 5/8" TYPE "X" GYPSUM WALLBOARD AND EXTERIOR WITH 3/8".EXTERIOR FINISH SYSTEM OVER GALVANIZED.EXPANDED METAL, LATH OVER 1/2" EXTERIOR SHEATHING. PROVIDE METAL DIAGONAL STRAP AND 1/2" EXTERIOR SHEATHING AT ALL EXTERIOR ,CORNERS. PROVIDE 3-1/2" R-11 4 TRERGLASS BATT INSULATION.'PROV191 (,-MIL:; 'vfiPolK PbARRIt;R OYt�R '/z' Sx'f 02. TYPICAL 1 HR.*-WALL. SEE SHEET 3.I`FOR STUD SPACING AND FRAMING REQUIREMENTS SHEATH BOTH FACES WITH 5/8" TYPE "X" 'GYPSUM WALLBOARD. U.L. DESIGN #U305 TO UNDERSIDE OF ROOF DECK. 03. TYPICAL INTERIOR NON -LOAD BEARING PARTITION. 2X A- (? )(." o.G, 5-rvp SPACING AND FRAMING REQUIREMEN-15. SHEATH BOTH FACES WITH 1/2" GYPSUM WALLBOARD. 04. ALUMINUM THRESHOLD. PROVIDE ALUMINUM THRESHOLD WITH VINYL SEAL BENEATH ALL EXTERIOR DOORS. 05. ALUMINUM WINDOW. PROVIDE SINGLE HUNG ALUMINUM WINDOWS AT LOCATIONS SHOWN WITH 1 X WOOD SILTS. SEE WINDOW SCHEDULE AND DETAILS. ALTERNATE:. WOOD WINDOWS. 06. BAR COUNTERTOP. PROVIDE PLASTIC LAMINATE COVERED BAR COUNTERTOP MOUNTED APPROXIMATELY 42" ABOVE FINISHED FLOOR. . , 07. KITCHEN AND RESTROOM COUNTERTOPS. PROVIDE PLASTIC LAMINATE KITCHEN AND BATH COUNTERTOPS ATTACHED TO BASE CABINETS. 08. BASE CABINETS. SEE INTERIOR ELEVATIONS AND SPECIFICATIONS. 09. WALL CABINETS. SEE INTERIOR ELEVATIONS AND SPECIFICATIONS. 10. MIRROR. PROVIDE POLISHED PLATE MIRROR 1 FROM BACKSPLASH TO 6'-0 ABOVE FINISHED FLOOR, WIDTH TO BACKSPLASH WIDTH LESS 1/2". PROVIDE CONCEALED CLIPS AS REQUIRED. 11. ;NOT USED.' 12. BULKHEAD. LINE OF BULKHEAD AMVE. SEE FRAMING PLAN. 13. NOT USED. 14. PAPER TOWEL DISPENS'ER�. 15. SOAP DISPENSER. 16 -HANDICAP GRAB BAR 33".'MOUNTING�HEIGHT 17 NOT USED. - 18. WOOD DECK 2 X 6 P.T. PINE ON 2 X 8 - FRAMING AT 2'-0 O.C. MAINTAIN 1/21' MINIMUM BETWEEN WALL AND DECK. ' 19. 'SPACE 20. 8 X 8 X 16 CMU WALL. STRUCTURAL ReaMeMENT 21. p{�,oVIDE AND 1,oGATa% oc.c,ul'ANGY SIGN A5 PIREGTE� 6Y LocAL AU.-leogl-t'Y• 22: PROVIDE 3',.-0" TILE FLOO 'BORD' AROUND ' PLANTER AND UP TO BOTTOM OF',- SEATING BENCH. rf F+ 23 APPLY,ELASTOMERIC PAINT ON'BLOCK WALES :,j 24. TILE TO BE APPLIED FROM"FINISH FLOOR TO :I BOTTOM OF BAR..000NTER:TOP.:.` MAIL SLOT.- PROVIDE ; . MAI.L SLOT 21,-0" A.F.F. THROUGH WALL AT MANAGER' S. CLO§ET Q COORDINATE WITH SHELVING: �; _ 26. TRANSITION -STRIPS To 8RBLE t. ' 27., ALUMINUM RAILING - SEE'-SPECIFICATIONS'FO MORE �INFO� t�'j" �. . � ter.., . _,:,::�._.� �, � �,.� �l•�t'` 28. VIEWING ,WI;NDOW. SILLAT 3.'-4" A F F ; 11ND HEAD _' HEIGHT AT ,8' =0" BY � RACQUETBALL( -GLASS WALL- MANUFACTURER WINDOW To BEr(4 $ q- ;WIvE, , • .,f,. , 29. MIRROR_ 7' -0", HELD 4°_A F 30. PROVIDE ,TILE AT;PAVILION .WALL R ,T/URtJRT�IL(�C YI IUD Wlu.' 511,L;'1A-eA9 $ -AM6 59AL 9 uT 4.6 PLTFORM.OAUIT-STA4PRVIDE ATO BE, CONSTRUCTED:,WITH . FRAMING `MEMBERS,.` ,2X , TOP OF PLATEORM_AT 2'.z7.0 'A. F. F. FRONT} OF,rf PLATFORM r 10 REMAIN OPEN FOR RETURN" AIR -ACCESS. • `JI Z4% yp ) 55 VED Foil p62M1 1 Rev. No Date Issue Histor i FUGLEBERG KOCH ARCHITECI S Orlando ' Dallas Melbourne ❑ 2555 Temple Trail. Winter Park. FL 32789 (407) 629-0595 ❑ 13740 Midway Road, Suite 505, Dallas, TX 75234 (214) 45&6943 -1 I ❑ 25 W New Haven Ave , Suite F, Melbourne. FL 32901 (407) 768.7887 rwrl.nesu eukn nnururcuia, ult_ urese aoc:umeuLs anu Lneu- Cumeuts are we properny of rugreoerg aoen arcru[ects, rne. and are issued only for the specific project noted on these drawings. Any re prod uctions,,'revisions, or modifications of these documents - (D Y (D (D (1) B T G @� 7 a E A ej a M I X !; J K 1 2 3 4 5 v FOUNDATION PLAN 1 /411=1'-0" FLOOR PLAN 1/4"=1'-0". 1 t 15'-7`l + 1ep_a" _ lop co,.,Um 7Ip- k_ 6 7 8 9 10 tI 1 T 3 4 5 6. i , N�i p011 �: AuMA-i Ili. . :.. 9.�. Elm mill ELEVATION. 6 1 /4"=1'-0" (SYMMETRICAL 1,111 'Jill 1 II u�g 5 j 1 -i Loll12 I ' IN S 40 �; ,IF r ■�� +�I �N �INl�✓N F�, U IV L. DNk51'� aA I CYO 4 K w60p _[PN\ _ GFA■ I'm 3149 Lt�M�i I o�� .UPPER ROOF THICKEN SLAB 2 3 I 1 < wCXxD -T II I� _ SECTION N aF+oa�n A r i � k'J ;, i 4mc) 112. K\ C ON ALL 4 r;A C5F-7 C� p. O C.�LL1N\h1 ' :1k Q � N r , r •. E COLUMN & FTG., 5• 11 /2"=1'-0 ( n r �L� F =--" -'" � II �" r r�v WG�'7� GUt2,p� 72 .�FNC�6lNC� Sl h(Pao rt � WCOP IL MT G H NOTES GENERAL, NOTES ^, 01. TYPICAL SLAB. 4" 'THICK CONCRETE SLAB (3,000 PSI @ 28 DAYS) WITH ;t =: 6 X 6 "WWM W1.4/W1 4) ON 6.MIL POLY VAPOR BARRIER, OVER TERMITETREATED CLEAN COMPACTED FILL FINISH .SLAB SURFACE WITH KQOL DECK . TOPPING OR 'EQUAL. 02. CONSTRUCTION JOINT. PLASTIC OR PREFORMED HARDBOARD "_-STRIP, PLACE IN SLAB IMMEDIATELY AFTER POURING. • 1 03. WOOD COLUMN. 6 X 6"P.T::,WOOD COLUMN WITH 2 X CAPITAL AND BASE, REF.".DETAIL. .04. ROOF ASSEMBLY: -PROVIDE 21 FIBERGLASS SHINGLES OVER 15# ASPHALT- IMPREGNATED FELTPAPER AND ORIENTED STAND. BOARD (OSB) OR 1/2" CDX PLYWOOD SHEATHING WITH CLI„PS TO PRE -ENGINEERED -ROOF TRUSSES SPACED 'A 2'-0" O.C. 4 05. BARBECUE GRILLS. THREE PRE -MANUFACTURED 1 '`METAL . BARBECUE' GRILLS WITH ADJUSTABLE x i. COOKING GRILL SURFACE WITH POST, MOULTED r a INTO CONCRETE SLAB P14bY RoGK A�2c�'��XK�:`' CiRll,�„,oR•D�YPRoVF� �Q,u.!e;1L . ! 4 06.i CEMENT BOARD. "DUROCK" EXTERIOR CEMENT BOARD,-.1/2" THICKNESS, LNSTALL, AG -:PER,.1-,-" MANUFACTURERS RECOMMENDATIONS WITH DUROCK,. EXTERIOR SPANISH (SKIP TROWEL) FINISH:'' 07:.' VENTED SOFFIT. CONT. PREFAB. ALUMINUM ' i SOFFIT VENT. MATCH NEW UNITS., ; s 08. FASCIA AND RAKE BAND. PROVIDE Ask :' FASCIA BOARD . WITH A 1 X.,4TRIM BOARD •u. WEDGING THE ROOF LINE AND COPPED WITH ,. GALVANIZED FLASHING, REFER TO DETAIL 1 .�j 09.. HURRICANE -ANCHOR., SIMPSON -' STONG=T-IE GALVANIZED HURRICANE STRAP ANCHOR. = 10., JOIST .'BEAM CONNECTOR: 2 3/16" BENT ) PLATES !ONE -EACH SIDE' OF- :BEAM. .TWO 5/,.8" _� 4 A307 BOLTS WITH HEX HEAD BOLTS'THRU EACH BEAM. 11. "U",. JOIST BEAM CONNECTOR. 3/16"..BENT.' PLATE.. CONNECT BEAM TO COLUMN TWO .5/8 A307 BOLTS WITH HEX HEAD BOLTS THRU BEAMi AND COLUMN. 12.: LIGHT FIXTURES'' REFER TO- APARTMENT,, LIGHTING SCHEDULE FOR LIGHT FIXTURE TYPE. 13 :y z LIGHT f IXTUREC PR�1fiP 5uaG iTu.R wV.k;, WkgI)4 a f5c5uPi R1oK t�6 �o?W oR Arn?v. v t3auat,` 0 0 0 1fZ41yo 155verO rot r�c21V � Rev. No Date Issue History @ COLUMN FUGLEBERG KOCH ARCHITECTS Orlando Melbourne 9 2555 Temple Trail. Vinter Park, A. 32789 (407) 629-0595 ❑ 25 W. New Haven Ave.. Suite F Melbourne, FI 32901 (407) 768-7887 Ila, sl ., .,A K A ' 9 ,0 1i 12 T( A 0) (D r c (D(1) (D (D G 0 M t we W L w l V/ C In IMSS M t3 _ 0.0 �Flu.F1. iz 12. 05 01. I FRONT ELEVATION 1/4"= 1'-0" 14t- 4t_=� -° - - 08 20 i 00 1 li 2.3-0 TO.P 1 11 14.8 4 TRUSS 5RG 1 11 9-1 TRU55 BR(z- Mo1Si )VS RE515TENT Sod I� ,I o-o OL Flit. �V NOTES 01. ROOFING. PROVIDE 215 LB. ASPHALT SHINGLE ROOF. _ 02. FASC4A. s/+ X 8 ROUGH SAWN CEDAR FASCIA WITH .1 X 4 ROUGH SAWN JEDAR TRIM. J3•. 31�51 EXTERIOR FINISH Ms-r t A #,WD FI415K 04. SIDING. PROVIDE 8" LAPPED SIDING AT LOCATIONS SHOWN. 05. RAISED BAND. PROVIDE RAISED BAND EXTERIOR FINISH SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. _ 06. WOOD TRIM AT LAPPED. SIDING. PROVIDE 5/,, X 4 ROUGH SAWN CEDAR TRIM AT WINDOW, DOOR, AND CORNER LOCATIONS. 07. STUCCO CONTROL JOINT. 08. SPLASH BLOCK TYPICAL. 09. GUARDRA,IL. STUCCO FINISH OVER 8" CMU WALL. SECURE ALUMINUM PICKET RAILING TO. TOP Q,T OLL. 10. ALUMINUM WINDOWS. PROVIDV SHINGLE HUNG ALUMINUM WINDOWS. SEE WINDOW SCHEDULE � ANG DETAILS. ALTERNATE: WOOD WIND04JS. .i .. 11. NOT USED 12. v_ 13. CORNER I3fACING PROVIDE DIAGONAL METAL I' STRAP,.AND STRUCTURALGRADE THERMOQ :' SHEATHFNG ;-AT ALL EXTERIOR' CORNERS PER` CODE 14. DQWNSPOUT. 3 X 4 28 GA. GALVANIZED METAL (PAINT Tf MATCH) AND CONCRETE SPLASH BLOCK: 15. NOT USED. 16. LOUVERS. WOOD LOUVERS CONSTRUCTED WITH 1 X 4 LAP SIDING. PAINT. 17. STUCCO BAND. PROVIDE BACKING AS ' REQUIRED RAISED ACCENT BAND AT COLUMNS. 18. ALUMINUM OVERFLOW SCUPPERS AT LOCATIONS SHOWN. 19. ALUMINUM HANDRAIL WITH PICKETS AT 6" O.C. MAX. TOP OF HANDRAIL AT 3'76 A.F.F. 20. GALVANIZED METAL COPING. AT TOP OF MASONRY PARAPET WALL AT RACQUETBALL COURTS. j 21. FLASHING. PROVIDE FLASHING AS REQUIRED WHEREVER ROOF SURFACES ABUTT VERTICALLY WALL SURFACES AND AT VALLEY. ALL FLASHING TO Z(v GA. GALVANIZED. _BE 22,. GUTTERS -AND DOWNSPOUTS. PROVIDE' �5" ALUMINUM GUTTER SYSTEM WITH PRECAST CONC. SPLASH BOXIAT ;''EACH, DOWNSPOUT LOCALTION. `'ALL _FLASHING �.70`3E 26' FINISH GA. -,GALVANIZED PAINT TO;MATCH .AD, TENT COLOR. �E-Na-c� -SHEET I;j 155veD For P6F)ztirr Rev. No .Date Issue Histor J FUGLEBERG KOCH ARCHITEC FS Orlando Dallas Melbourne ❑ 2555 Temple Trail, Winter Park. FL 32789 (407) 629-05595' ❑ 13740 Midway Road. Suite 505, Dallas. TX 75234 (214) 458-6943 =, ❑ 25 W New Haven Ave. Suite F. Melbourne. FL 32901 (407) 768-7887 1 ,i FUGLEBERG KOCH ARCHITECTS, INC. These documents and their contents are the property of Fugleberg Koch, Architects, Inc. and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents ... - -._. _t.__ v__1 1__ :_ .. J. k:ked 6e I.. .,A 7 e 9 10 11 12 (D(D (D(D (1)(D e (D G B G �IJ @(D C W D E F �r , J W aL W 011 F— J W OC ' W W O �4k I� JI 011 m. 1z iz lAz OS I n .23•p = T.o.P 07 D3 U2 23 8 0 2>t1ZsWRRPPED Wn :I {,RMH SAWN C[DRP, z TRIM. -ems-- - - - tt VIEWING, WINvow . - -1 1 =H1 24 Ewc T- Iq - - IZ PT 4x 4 CDLUMN WRAPPED � .Q , — — — _ MR W I x [SD11� N SAWN GMAR — — — — — — — — -Mm � CDN&� T Di1W�15HUB T➢ 41' . S`IST�M Coo"�DINATE 1-��gTloN � bl / oWu�R• iI FUGLEBERG KOCH ARCHITECTS, INC. These documents and their contents are the property of Fugleberg Koch Architects, Inc. and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents REAR ELEVATION 2 1/4!" = 1' - 0" 1 n 25-0 T•D.F IB IT zo 03 07 STEEL LAD EK W/ LOCKAbl E UAM 0 _ 12 t v Z..— 2-212 VVRRPPED WIT1+ 5 t TRUSS BRG. -,x 96MI SAWN G DAR TRIM f --_� 24 NOTES 01. ROOFING. PROVIDE 215 LB. ASPHALT SHINGLE ROOF. 02. FASCIA. 1 X 8 ROUGH SAWN CEDAR FASCIA WITH 1 X 4 ROUGH+SAWN CEDAR TRILL )3 . 91 a" EXTERIOR FINISH SYSTEN / SAND f-INl5R 04. SIDING. PROVIDE 8" LAPPED SIDING AT LOCATIONS SHOWN. w 05. �RAIS'ED BAND. PROVIDE RAISED BAND EXTERIOR FINISH SYSTEM -PER MANUFACTURER'S_ RECOMMENDATIONS. 06. WOOD TRIM AT LAPPED SIDING.. PROVIDE s/ X 4 ROUGH SAWN CEDAR TRIM AT WINDOW, DOOR, AND CORNER LOCATIONS. 07. STUCCO CONTROL ,.JOINT. 08. SPLASH BLOCKTYPICAL. 09. .,',NOT UzED..: 10. ALUMIN4WINDOWS. PROVIDE SHINGLE HUNG ALUMINUM WINDOWS. SEE WINDOW SCHEDULE AND DETAT.LS. ALTERNATE: WOOD WINDOWS. 11. NOT 'USED.ti+ 12 : -NOT. 13. .- MRNEf E3RACING.{: PROVIDE' D_IACONA'L,. METAL, f STRAP-. • -ND — •STRUCTURAL GRADE THER,MOPLY, I.: SHEATHIR16 AT ALL EXTERIOR CORNERS PERT CODE I�') r. 14. DOWNSPOUT. 3 X 4 28-GA. GALVANIZED •-�=h6ETAL (PAINT TO MATCH) AND CONCRETE SPLASH BLOCK. 15: NOT USED. 16. NO I- USEC:`' 17 NOT USED. 18. ALUMINUM OVEFLOW SCUPPERS AT LOCATIONS SHOWN. 19. ALUMINUM HANDRAIL WITH PICKETS AT 6" A U.C. MAX. TOP OF HANDRAIL AT 3'-6 A.F.F. 20, GALVANIZED METAL COPING. AT TOP OF MASONRY PARAPET WALL AT RACQUETBALL COURTS. 21. FLASHING. PROVIDE FLASHING AS REQUIRED HEREVER ROOF SURFACES ABUTT VERTICALLY - �ALL SURFACES AND AT VALLEY. ALL fLA,5HIN4 TO BE Z�, 6A. GALVAWZED. 22: - tfRANSoM. ;✓IX�D G�A55 23, GUTT,ERS AND. DOWNSPOUTS. :.PROVIDE 5" AL.UMI(yUM GUTTER SYSTEM WITH PRECAST CONC. SPLASH BOX AT EACf� DOWNSPOUT' LOCALTION. .ALL. FLASHING, TO '�E. ':26. GA. =GALVANIZED: PAINT .TO MATCH ADJACENT F,I-SH 'COLOR.,-:', 24. PROVIDE TTLE, AT; PAVILION WA� l�;:RETuRN rtL; "25. ALUM LNUM, 'AIR'V NTS.18" 'SQ" ;I � �Jz4/y6 /55uE� �o,e ��E2H111 Rev. No Date Issue Histor FUGLEBERG KOCH ARCH[TEC S Orlando Dallas Melbourne ❑ 2555 Temple Trail. Winter Park. FL 32789 (407) 629-0595 El 13740 Midway Road. Suite 505, Dallas. TX 75234 (214) 45&6943 l ❑ 25 W New Haven Ave. Suite F. Melbourne. FL 32901 (407) 768.7887 i i ,I 1 r. rr , Dr PLACID LAKES Ck 'CLUBHOUSE1 Apr pR7 1 Date qi/%0 1 Pro EXTERIOR .ELEVATIONS 6 mx2 t (D (1) A W P �_u V h E F C 1 2 ' JOIST BEAM CONNECTOR 2-3/ 16" BENT PLATE " ONE; EACH SIDE- OF BEAM. TWO -5/8", A301.,BOLTS WITH HEX HEAD BOLTS THRU EACH BE7,7-- A x A 15 TYP �ZFzk\v 19 Dui ii I�III III Z u • r I I� 11, 11�I I � � 3 4 5 6 7 8 9 10 11 I it OL 24-D CUPOLR KDOF 15K6. 14.8 TKUS�i 6R(a. I It O.O )^ 11T f L . G VA IN 61, 'MooTk f I H 15R II /AI.V/ '�{igq I,'Il7 E►At�11=E TOP c-r �T x I0 li _P/,K 'E�AN1 AryIai� Ta�P�ST �MooTff �r�L lsH �rUz GIALY 'I Ni'►�'f lO r�7 I141�H �Iv.r�tFt;K T�� or Ix, ti9AR TKI M, �� �'-���T ►.cloo�'I�vs i MKA: I.1�4, G�, og-KLIAL,I fTr I x Goo L t1�GK Go HG s I.AS o-o FFU55 aRNCf- BUILDING SECTION 1/411= 1'-Oil BUILDING SECTIO 1 1/411 1' - 0" 1 • / y , P.T. •4Y4 G�Ll1MTu WRAPPED � � , 1N 1 x P�d�1GN gAWN � . CEDRR 7�iM K `-MU PULITU, I )I �I TRUSS P�RC-f• 5/4"x 4 OuTstve �ouuER "l"R.Ii�1 C-r�l II 0 - - ---- (� -- -- SIN• ��• -- W R(1n PLA�IT�.R 12 IA I =C Mr i NOTES 01. 8 X 8 X 16 CMU WALL. 02. -5/8 MR,GYPSUM..B0ARD SHEATING. 03. 3�g EXTERIOR FIMISM rVSiEM/ 5ANDfIR154 04 I-YPICAL EXTERIOR WALL FRAMING. -2 X 4 WOOD STUDS WITH 3-1/2" FIBERGLASS BATT INSULATION. SEE WALL SECTION FOR...., FURTHER DETAIL. 05. FRAMED ARCH. 1 X 4 WOOD TRIM 4ITH PAINTED FINISH. 06. RETAINING WALL. 8" CMU WALL AT ENTRY PORCH. SEE FOUNDATION PLAN. 07. ROOF TRUSSES. PRE-ENGINEERED WOOD TRUSSES FOR SPANS INDICATED. MANUFACTURER TO PROVIDE SHOP DRAWINGS AND STRESS DIAGRAMS SEALED -BY AN •ENGINEER CERTIFIED IN THE STATE OF FLORIDA. 08. FIXFa GLASS. PROVIDE FIXED GLASS AT AS SHOWN. 09. i1E ALL FOUR CORNER COLUMNS TOGETHER ABOVE DOOR OPENINGS. to 10. 8 X 8 CMU CONT. BOND BEAM AT 9 4- 16'-0 AND AT TOP OF WALL. 1 R-19 FIBERGLASS BATT INSULATION. 12. NOT USED 13. SPLASH BLOCKTYPICAL. 14.. DOWNSPOUT. 3 X 4 28.GA. GALVANIZED, METAL (PAINT TO MATCH) AND CONCRETE ,SPLASH: BLOCK. 151 TAAFPL.YoGKA�ToMERIc. PAlwr-ro SxTER10:{, , 11(0• $oTToM PLATE: To . a6 PzsSSu9.s ixeAriw. it-7. NOT USLD i I ; 18. fPI-YW0 P SOFFIT : 3/6" R-S. PING. NOT USED �20. ISHtiETRoGK FIKl15N = To t3� SPLATCi;RUuLE55 • NOTED OTHERWISE. !2I. STRUGTURAI. HEAt7�RS 61;AM5 To SE " STRUCTURAL GxKAP NO. 2. ZZ• NOT u5b�• _ 23. TRANSOM • FIX1✓D G1.A55 24,GUTTERS'AN0 DOWNSPOUTS. PROVIDE 5" ALUMINUM ' GUTTER -SYSTEM WITH PRECAST CORC. SPLASH BOX AT 'EACH DOWNSPOUT_LOCALTION. ALL FLASHING TO BE,;, i26,;:GA. GALVANIZED PAINT:. TO .MATCH_ ADJACENT.; FINISH COLOR." I • "i .I 1 'I 3 I I .944/10 I SSyED r'oR PE�M�T Rev. No Date Issue Histor FUGLEBERG KoCH ARCHITECTS Orlando Dallas Me rw ❑ 2555 Temple Trail, Winter Park, FL 32789 (407) 629-0595 ❑ 13740 Midway Road. Suite 505, Dallas. TX 75234 (214) 45$6943. ❑ 25 W New Haven Ave. Suite F, Melbourne. FL 32901 (407) 768-7887 • 1 FUGLEBERG KOCH ARCHITECTS, INC. These documents and their contents are the properly of Fugleberg Koch Architects, Inc. and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents , 1 3 4 5 6 T 8 9 10 11 12 t , NOTES 31. SIMPSON MASONR`' ANCHOR.32" O.C. O1. TYPICAL CONCRETE SLAB. SEE FOUNDATION 1�• PLAN, SHEET 2.1. .�.`.�. 32. HOT U 5� D 02. TYPICAL EXTERIOR WALL FRAMING. 2 X 4 11. FASTEN ALL DOUBLE JACKS AND 4 X 4 WOOD WOOD STUDS AT 16" O.C. WITH DOUBLE TOP COLUMN TOGETHER SECURELY. SEE STRUCT. PLATE AND SINGLE PRESSURE BOTTOM PLATE. SPEC. ANCHOR BOTTOM PLATE 70 FOUNDATION WITH 1/211 ANCHOR BOLT, 8" LONG AT s 34. PROVIDE 2 2 X 4'S W/ 1/2" PLYWOOD 4'-0 O.C. OR MASONRY ANCHOR AT D3 SPACER. CONTRACTOR'S OPTION. I3 35. CONTINUOUS GALVANIZED WEEP SCREED. J3. TYPICAL EXTERIOR L-JALL. SNFA_M INIMIOR REE ` 21 41ITH 5/8" TYPE "X" GYPSUM WALLBOARD AND ' 36. NOT USED. EXTERIOR WITH 3/8" EXTERIOR FINISH W M. SYSTEM OVER GALVANIZED EXPANDED METAL + 37. SEALANT. CONTINUOUS AROUND PERIMETER. LATH -OVER 1/2" EXTERIOR SHEATHING. �3 PROVIDE (a MIT.. VA?aR 5ARRIe-K OVER Vz," �, 04 Z$' 38. DRIP EDGE. TYPICAL AT ALL SILLS. SHeA-rHiNC'c.(crYP, 8b) 39. PLANTER. STRUCT W/ 2 X 4 FRAMING AS 04. ROOF/CEILING ASSEMBLY. PROVIDE PRE- B SHOWN; FINISH W/ 1 X CAP AND COLONIAL ENGINEERED WOOD TRUSSES AT 24" O.C. TRIM. B SHEATH UNDERSIDE OF WOOD TRUSSES WITH 1 CZ)I II LAYER 1/2" GYPSUM WALLBOARD (2 LAYERS 40. TILe To gE AffLieD 3.O Ago OND ?LANT69 5/8" TYPE "X" GYPSUM WALLBOARD AT 4 UP TO 501TOM OF 5EATING BENGti• MAINTENANCE ROOM) . PROVIDE ASPHALT a 3�S SHINGLE ROOFING OVER FELT UNDERLAYMEN-f ` _ _ ON 1/2" PLYWOOD SHEATHING SUPPORTED mm mm 05 1 - 41. GALVANIZED METAL FLASHING. Z6, 6A- WITH H CLIPS. T RM BRIG I 05. HURRICANE CLIP. PROVIDE GALVANIZED D 07 META'; `TJRRICANE CLIP. SEE STRUCT. ZI 30 42. BASE AT CUPOLA WINDOWS. (2) 2 X 6 W/ DET`t1LS. t 00 1/2" PLYWOOD SPACER AND SHIMS AS 11' TYP. CORNER @ ENTRY REQUIRED, SECURED TO ROOF TRUSSES. 06. WALL STRAPS. PROVIDE GALVANIZED METAL "T STRAPS 32" U.C. AT LOCATIONS SHOWN. AI. 24. SIALL Y= 1'0 43. GALVANIZED METAL COPING. AT TOP OF . qZ• 1)-q MASONRY PARAPET WALL AT RACQUETBALL 07. FASCIA. X 8 ROI.sGFI SAWN CEDAR FASCIA " 35 3q COURTS. JN CEDAR -PRIM WITH , `� �_ 18 WITH 1 X 4 ROUGH S71.1, 1;A51;D ED��S ON (HOOD Slu_5 � C GALVANIZED MEAL DRIP EDGE. ' �I � � � � 44. II X 8 X 16 CMU WALL. • N (D } + OII. SCREEN VENT. PROVIDE CONTINUOUS SCREEN I` • �Z 45. RACQUETBALL COURT FLOOR. PROVIDE 25/32 VENT WITH 1 X 2 AND 1 X 4 R.S. TRIM. I$ MAPLE FLOURING OVER 2 X 3 SLEEPERS WITH PADS AT 9" O.C. BY HOLLMAN 30. � _ 17 oC _ INSTALL PER MANUFACTURER'S OR EQUAL). 09. INSULATION CURB. PROVIDE 2 X 4 r �� REQUIREMErlTS. BLOCKING OR CARDBOARD FORM BETWEEN / TRUSSES AT EXTERIOR EDGES AS CURB FOR - -- 37 INSULATION. 46. BUILT-UP ROOF BUILT UP TAR AND GRAVEL OR SINGLE PLY ROOFING OVER 3/4" PLYWOOD IS 10. EXTERIOR WALL INSULATLOrI. PROVIDE 3- 03: SHEATHING. SLOPE AS REQUIRED TO " 2R-11 FIBERGLASS BAIT INSULATION SCUPPERS. 1 / LATION TYPICAL ALL EXTERIOR WALLS. 4?. BOND BEAM. CONTINUOUS COURSE OF LINTEL K FILLED 4J/GONG. AND REINFORCED 11. CEILING INSULATION. INSULATE CEILINGS BLOC 40 BLOC WITH 245 AS SHOWN. WITH MINIMUM R-19 FIBERGLASS BAIT OR D ! + _ I� ��'/ G� I BLOWN INSULATION. / I 48 CEMENTIOUS COATING ON 2 LAYERS 5/8": D 1L. PARAPET WALL. 2 X 6 STUDS AT 16" O.C. O1. 18 / DRYWALL ON MTL. FURRING CHANNELS WITH 2 X 6 TOP AND BOTTOM PLATE. I II �; -' 0.0 35 L 16 6, :.J _ , _ - O.C. LAP ALL JOINTS MIN. 1'-0". W/GIEAR fm_ 13. WOOD BAS. COLO .HARDi NE2. '-NIAL STYLE TYP. CEMENTIOUS RACQUETBALL COATING. w/cLeAK p SEALER AND HARD�tIEF�. 14. RAKED FASCIA./+X 8 ROUGH SAWN CEDAR APPLY; TILE FROM FLOOR TO 1 X CAP AT FASCIA WITH 1 X 4 ROUGH SAWN CEDAR TRIM PLANTER. CUT TO MATCH FASCIA AT INTERSECTION. {�{{ {� II{II 15. TYPICAL INTERIOR 1 HOUR WALLS. 2 X 4 WOOD STUDS AT 16" O.C. WI -Id DOUBLE TOP CUPOLA WINDOW SECT ION CUPOLA SECTION TYP EXTERIOR WALL PLANTER SECTION PLATE AND SINGLE PRESSURE TREATED 1 SCALE Ivz" =1� 0 SCALE 1�i'" - 1� 0 AT SAVE 5 ► �� I- BOTTOM PLATE. ATTACH BOTTOM PLATE TO 1 III FOUNDATION WITH 1/2" GALVANIZED ANCHOR BOLTS 8" LONG OR POWER ACTIVATED 171 :I-0 FASTENERS HILTI OR EQUAL. SHEATH BOTH E FACES OF WALL WITH 5/8",TYPE "X" GYPSUM E WALLBOARD, UL-305. VERIFY ANCHORS WITH STRUCTURAL DRAWINGS. 16. CONTINUOUS BLOCKING. PROVIDE q3 CONTINUOUS 2 X 4 BLOCKING. 17. SINGLE PLY EPDM LINER INSIDE PLANTER. Z7 �, pouND co?, >✓96 I 1t 18. 3/4" PLYWOOD. _ 23.0 EA51 D -99(�1e5 ON WOOF 7. I/ - 19. VAPOR BARRIER. 6 MIL VISQUEEN. J ^/ 3$ 3/�"�, (l - 12 20. WASHED STONE FILL. 37 IB 21. uYPSUM WALLBOARD. 1/2' Ilk SHEET METAL 22. 2X ROUGH SAWN CEDAR TRIM. Cant\)o 3 o COLLECTION SOX Lops 23. 1 X WOOD S ILL. TO 13E PAINTEv 37 N Z6• - EXTERIOR FINISH SYSTEM'� IS 24. RAISED BAND. PROVIDE PER MANUFACTU BAND R] , - D�WIJUM RECOMMENDATIONS. MANUFACTURER'8 25. EXTERIOR COLUMN. PROVIDE 16" ( 12" AT -- -- --- -�--' ��� SIDE ENTRY) SONETUBE CARDBOARDCOLUMN FORM W/4 2 X 4 P.T. VERT. SUPPORTS AND 37 8 _ 37 GALV..MTL. SELF FURRING LATH WITH, R..RS f/ { RUNNING VERTICAL. FINISH WITH 718" l 31 SMOOTH EXTERIOR -CEMENT. 26. LINE OF MASONRY COLUMN BELOW. 20.OI COLUMN PLAN SILL W/YUCU SAND HEAD W/SlUU BAND JAMB WSTUCH SAND SCUPPER DETAIL 27. WOOD COLUMN. 4 X 4 WOOD COLUMN AT E 41 T121155 gtzG. CORNER W/SIMPSON LOAD BARING TYPE o 7 q 1 Q G ANCHOR TO CONCRETE. SCALE l'7i' =1= p / „ _ `- _ 1- I t� t ' SCALE 3 0 CALL 3 1 0 46 I •'.• 28. DOUBLE JACK. PROVIDE DOUBLE JACK STUDS { AT UPSET BEAM BEARING. �!- 29. 18 G.A. STRAP OVER EACH TRUSS W/ 3 - � 12D NAILS INTO TRUSS AND 3 - 12D NAILS ��►- INTO WOOD PLATE EACH SIDE OF TRUSS. -t 30. SIMPSON H5 AT EACH STUD. 4q I I 44 I i /• A 41 . ���To ME1' it � (. yl i.4.190 155vEo Fog Pc"2MlT c � GGATht� HNL,, � 10 Date. Issue History RouND C0R1ASR5 3� 23. ' HOOP S D�eS OM 3411 LETIM 41 3� 3� , - - - J-1 , n FIN.FL2. FuGUBERG KOCH. ARCHI'I EC"I S EASED AD S OM W0012 S1t l 3l 1iZ� �� �� RED / I o � 35 21 IZ _ C)dando czllcis Melbourne 1 \ I ❑ 2555 Temple Trail. Winter Park. FL 32789 (407) 629-0595 7 �0 ❑ 13740 Midway Road. Suite 505, Dallas. rX 75234 (214) 458.6943 r /I ❑ 25 W New Haven Ave. Suite F. Melbourne. FL 32901 (407) 768.7887 01 =N '37 _ P 37 Z2 1 f7117 -J Q =� it TILE TO Be APPLIED TO fAG>; ' " Or UJ kPLACfD,:L, 4K� .° Ck ° RACQUITHILL'WAL,1.. 51CT.10N �,.,c9 _ Apr HEAD D�1A1�AMb DUAIL SILL DETAIL DAu ���v ?A... I -CLUBHt)US� d�� , , t u- , - Date �iz4/yb u - - - SCAL� 3_ ! 0 StALt 3 - I-D SCALE • 3 =1�0 /e - ► o1-7 t _ ON Prot .02 �F J u > „y-WALL' SECTION UJ UJ & bE1AIL 7rl.; r A. �r I FUMBERG KOCH ARCHITECTS, INC. These documents and their contents are the property of Fugleberg Koch Architects, Inc. and are issued only for the specitic project Holed on these drawings. Any reproductions, revisions, or modifications of these documents2. _ ._ _ _.. .-_..__ -- __ . -_ •a• __ -_-a' -_t. d__._�_-_ u--L _•-_L_1__a_ f__ ___ _-_l.l:f _J -Le 1_._. - - - .. T 0 0 (D(D W e B cD W 0 C 0(D . 00 (D� y w ix he UJ 0 N WUJ 0 E F 1 2 3 # B i it 10 0 0 0.0�0 06. d- z'6 i • 5C g MN , SCALE v8" _ "'0 -0 -N - I i = cV WOMEN 3 SCALt : 3/8" = 1,0 DOOR SCHEDULE MK 3 = 6-8 13/4 aW. B tom- REMARKS � W 1 PR. 3,-D FRONT ENTV%Y Q�� W D C WO > ITMW Me SIPINWI k49 3 PR, 3- 0 6� 6 13i4 13/4 D W9. 4 z'8 6'6 11D Wa. 5 `3=0 6�S. 13/4 A HCW9 WCLOSER Wp 6 PR. 0 6� 8 l3/4 G M1 L W1 METAL FRAME M-n- 7 3=0 6-B 13/4 C WaOD MTL. 8 Z' 8 6' 8 13/4 WOOD w9. 9 2� Ott �,-„ 13/�'1l`� '^� way �t . 10 �� 0 6'8 1Ye, A hCW wo. 1l ZL 81 8 13�4 A HGLcI� WD it I it 14 ) ) Z - 0 I It LOUVER WD NOTE; PUIDE PANIC 90DWME AT FIELgUIRED A C 10 N Cr • 03. u I -` CO b-- Z�6 q�4 B CoUPLA �J E G 4 .POOL MEN SCALE 3/8"= I"0 WINDOW SCHEDULE - MK z 3 = = REMARKS A Z) z-6 6 ,0 AUM I FIXED, ItnFULD. 2 !6 6 _� 0 ALUM I'-. •. FIXED, ZEffhRED.. G 3� 0 5' - D Am -4. m D 2'0 Z' 0 ALUN Z Wl CIRCLE -[OP E (Z) 3=0 5' D WD. 3 FIXED F Z�6 5`-0 "1D 3 11XED G (3) 3'0 5 O till? 3 FUD H *0 5'- 0 ALUM 3 FIXED I Z Z-6 5-0 ALUM, 1 M K - M 4f- lot "5 I -oil N O r P Zt• gtt II O� WD. �lX> D TRANSOM • Q fit• O I •O � WD. �o � l xt%� TRo:NSoM ID "o - N 0� _N OPEN SPACE _ 04 a- N _I,10 Z�c_—--�Z4 O ) u 7. 8 POOL NOMEN SCALE: l'I`-CI' I t'iVVM �Vt"tCVULCJ - FLOOR BASE WALL CEILING NOTES _ O~ U U F- 1 A z U m S2 U NAME ��3>C7C7u, _ STOOP 1® ® — ENTRY OJ— 'T,L>_ PA-rPeFNTo 8E flEi>;R M I N D 8Y oWNry • i ■■or] ■■0■■■0■■r3 ■■■O mr3■■■C]IMM ■■O ' • 3 4 R ® 1'.d TILti QATERtI'fo 8E Di✓TEi'MINE� >3Y D),INER, DONE ■■■C]■■■0■■ " • ■ Egg ■■a■■0■■0 ■■0■■"• It ldxi■■■■ `` ■■0 ■■�■■ ' • -'r ■■0■■MEMO ■■0■" ■ • 1/ARIES PRoV)D�0 CARPETzoRDERqND ItE PatfERN �)Y OWNER RECEPTION ® ® 7QIr- PuoY)DE 1 0' cnRpETBo>zper� NALLWaY q' (5 _fIUS PATTsV.N t3Y 0WME19, • P�RCOUE.TgPtLL ® 2�'-U CEMEN I tTIdUS GnAT)lJ�x p�K SPEG)�rIGAi Io1J5.-PRoVID-� G).EA� �. S-EAL�� / HAR7rlE�. _-L-1-1-0-17 NOTE. 1. BASE@DOOM EWINDOW T91M TD ROE GD011AL STYLE—— 2. CEl IRG C WALL 1=M%1 TO SE SM0 TH UwLeE 5 PiRecTeO v�HER w I sE 3. Au, WALLS WRICH RECEIVER' WALLPAPER To PEE 5Moo-`N. 'NOTES 01.. BASE -CABINET. SEE SPECIFICATIONS. A 02. WALL CABINET. SEE SPECIFICATIONS. 03. COUNTERTOP. PLASTIC LAMINATE OVER 3/411, PARTICLE BOARD WITH 4" HIGH BACKSPLASH. 04. BAR COUNTERTOP. PLASTIC LAMINATE COVERED BAR COUNTERTOP AT 42" ABOVE FINISHED FLOOR. 05. MIRROR. POLISHED PLATE MIRROR FROM BACKSPLASH TO 6'-0 ABOVE FINISHED FLOOR, ENTIRE WIDTH OF BACKSPLASH, LESS 1/2". PROVIDE CONCEALED CLIPS AS REQUIRED. 06. "BANJO' TOP. EXTEND BACKSPLASH AND COUNTERTOP OVER TOILET HINGE TOP WITH CONT. PIANO HINGE. 07. TOILET PAPER HOLDER. 08. GRAB BAR. 33" MOUNTING HEIGHT. 09. INSULATE PIPES. 10. SOFFIT FRAMEWITH 2 X4's AND SHEATu WITH - 1/2" DRYWALL OVER WALL CABINETS. IL NOT :USED`._ IZ. WOOD T0IL15"1' 50A-r, TY-P C L. D IE s F , ,. G 1 — -- 1 y�Z-4/90 F,5)21-,ft :Rev No Date Issue Histor F UCLEBERG Kom ARCHIJ ECTS I Orlando Dallas Melbdut ne O 2555 Temple Trail. Winter Park FL 32789 (407) 629-0595 i 0740 Midway Road Suite 505. Dallas. TX 75234 (214) 45&6943 G 25 W New Haven Ave. Suite F. Melbourne. FL 32901 (407) 768-7887 Dr — ` I: PLACID LAKE Ck CLU�HUSE l7 Apr Iz s I Proj 1641.02 !—N R I OR _ E ElAl' �x f, &SCHEDULES,:. 1 , i FVGIEBERG KOCH ARCHITECTS, INC. These documents and their contents are the property of Fugleberg Koch Architects, Inc. and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents J d> ICY r> o f x T (D T TT T T T T T T T T T T T T GT T T T T T W (D T G T H J 2 l 7 12 EQUIPMENT SCHEDULE � SHEET NOTE EQUIPMENT • 1. FLEX DUCT TO BE RUN THRU TRUSSES. AHU-1 TC1"IPST11f NOMINAL 2 TON SPLIT SYSTEM AIR CONDITIONING SYSTEM OR EQUAL. FAN COIL UNIT SHALL BE MODEL 8A 36 ZL/ S F<q 2. DUCTWORK TO BE RUN BETWEEN TRUSSES. WITH 5 KW .ELECTRIC HEATING'`ELEMENT AND 8Z5 CFM @ .4" ESP ON HIGH SPEED. PROVIDE 65 CFM FRESH AIR INTO UNIT. 3. VERIFY MOUNTING HEIGHT WITH'ARCHITECT. CONDENSING UNIT SHALL BE MODEL CA ZO?t / UNITS SHALL RUN ON 24OV/1PH. MOUNT UNIT ON 4" CONCRETE PAD AND 4. DUCTWORK TO BE RUN IN ATTIC SPACE. PROVIDE CLEARANCE FROM OBSTACLES AS RECOMMENDED BY MANUFACTURER. SIZE REFRIGERANT LINES AS RECOMMENDED BY - i- 5. WALL MOUNT HEATING/COOLING THERMOSTAT MANUFACTURER. .SYSTEM SHALL HAVE AN EFFICIENCY RATING. WITH REMOTE SENSING BULB IN RETURN OF AT LEAST 8.5 SEER. SEE SPECIFICATION SECTION 15622 AIR TO RTU-1. FOR FURTHER CONDITIONS AND REQUIREMENTS. -I 6. FRENCH DRAIN -EXTEND 1-1/4" CONDENSATE AHU-2 NOMINAL 3 TON SPLIT SYSTEM AIR CONDITIONING DRAIN LINES TO AHU'S 1, 2, 3. SYSTEM OR EQUAL. FAN COIL UNIT SHALL BE MODEL 6A303F5/;A WITH'7.5 KW ELECTRIC HEATING ELEMENT AND 1400 CFM @ .4"• T THRU ROOF. ESP ON HIGH SPEED. PROVIDE 100 CFM FRESH AIR INTO � 7 PROVgDEUROOFLCAPRADDCMANUAL DAMPER. UNIT. CONDENSING - UN I T SHALL BE MODEL CA `.i;e C- UN I TS S SHALL RUN ON 240/1PH. -MOUNT UNIT ON 4" CONCRETE PAD -� 8. 6 X 6 OUTSIDE AIR DUCT THRU ROOF. AND PROVIDE CLEARANCE FROM OBSTACLES AS RECOMMENDED BY PROVIDE ROOF CAP AND MANUAL DAMPER. MANUFACTURER. SIZE REFRIGERANT LINES AS RECOMMENDED CU') I � )i r 5-1 \ ��� � BY �� 6" HIGH MANUFACTURER. SYSTEM SHALL HAVE AN EFFICIENCY RATING 5" 9. MOUNT AHU-3 ON 1 \ OF AT LEAST 8.5 5 SEER . SEE SPEC I F' I CAT' I ON SECTION STAND. UNIT SHALL HAVE 15622 C U-i ! A,, FOR FURTHER CONDITIONS AND REQUIREMENTS. ` _ BOTTOM INLET R. A. � ' OX AHU-3 SAME AS AHU-2. 10. WALL MOUNTED HUM I D I STAT V'I IT H CU'3 I REMOTE BULB IN RETURN AIR OF RTU-1 %�"rJ''lt j ?,^,;'_ SINGLE PACKAGE COOLING UNIT MODEL 0P/D(_- cqAd OR RTU-1. ON A R I SE I N I N EQUAL. NOMINAL 2.5 TON UNIT, 9.0 SEER. 1O0o CFM @ 4 00- _ HUMIDITY IN THE RAQUETBALL AREA, ESP SET @•HIGH SPEED. PROVIDE UNIT WITH 5 KW ELECTRIC HALL ENEGIZE THE 40V/1 PH. PROVIDE IHUMIDISTAT SRHEAT @ 2� I FACTORY ROOF S-4 COOLING COMPRESSOR TO PROVIDE CURB WITH FACTORY PLENUM BOX ADAPTER \ _ I^ DEHUMIDIFICATION. IF SPACE FORDOWN BLOW APPLICATION. TAP'TWO 14" RD FLEX DUCTS I g TEMPERATURE DROPS, THERMOSTAT TO PLENUM. SIZE ROOF OPENINGS RECOMMENDED BY MANUFAC- O - . TURER . PROVIDE A THERMOSTAT cf NvN►tpis r�r wI r-61vi-riz` Sf_,vs1,/C QU�Q WILL CYCLE ON THE ELECTRIC HEAT N ��c}�H '2: J COILS. ROOF TOP EVAPORATOR FAN -IN THE RETURN AIR DUCT. DRAIN CONDENSATE ONTO SPLASH DN / PAN ATTACHED TO ROOF TOP. SEE SPECIFICATION SECTION Dm SHALL RUN CONTINUOUSLY. , � X10-� / 15781 FOR FURTHER CONDITIONS AND REQUIREMENTS. j T T4FRM05TA1' AN[� - HUMIDI5TAT FOR RACQUETBALL CT ! LOcA'rED Iry C -05ET 4 1 \24-x tc? 24-xlo p x� 'Ay x, DO . C� NOTES: 1. EXHAUST FAN SHALL BE CONNECTED ETO LIGHT SWITCH. 10' 2. PROVIDE 4" ROUND DUCT THRU ATTIC SPACE TO ROOF JACK. R-3 I 5 3. PROVIDE 9" ROUND DUCT THRU ATTIC SPACE TO ,ROOF JACK, 4. NOISE LEVEL SHALL NOT EXCEED 3.3 SONES FOR EF-1' , �R I PROVIDE CEILING GRILLE D BACK DRAFT DAMPER. AHU-3 ixl Z 10 6�s-8 EF-1 a x-2 5-3 O , EF- _P-0 -I- RTU -1 8xio 8XK) I t • s-to � s-lo 8 ' S `4 t r -� - _ FUGIEBM KOCH ARCHITECTS, INC. These documents and their contents are the property or FuolApro Knrh drrhiicrte inr EXHAUST BAN SCHEDULE MARK MANUFACTURER TYPE & MODEL CFM S.P.• DRIVE ELECTRIC MOUNTING REMARKS HP CHAR' S JENN AIR EF-1 MODEL 9DL 50 . 25 DIRECT 47. 2W 120V CEILING 1, 2, 4, 5 JENN AIR EF-2 MODEL 400J 310 . 25 DIRECT 131W 120V CEILING 1, 3, 4, 5 ' GRILLE AND DIFFUSER SCHEDULE MARK MANUFACTURER NECK i�IEC:•C FACE- MAX. PRESSURE 4 TYPE & MODEL VELOCITY SIZE SIZE CFM DROP OBD MOUNTING FINISH FPM I N. INC. S-1 CODY SERIES CB 54-M 350 0" Sx 6 50 .04 '(ES GEILING '/rH I TE S-2 CODY SERIES CB 54-M 350 0" 8x6 75 .04 YES CEILING WHITE S-3 CODY �SERIES CB 54-M 400 6" 1 Ox 6 100 .04 '(ES CEILING WHITE S-4 COD'( SERIES CB 54-M 400 8" 14x6 150 .04 YES GEILING WHITE S_5 CODY SERIES CB 54-M 450 3" 14x6 175 .04 '(ES CEILING WHITE S-6 CODY SERIES CB 54-M 450 8" 14x6 200 .04 YES CE I L i NG `r'IH I TE S_7 CODY SERIES CB 54-M 450 g" 14x 8 250 .04 YES CEILING ' '��/H _r TE ! S_8 -52DSNSERIES 400 8" 14x6 150 .04 YES CEILING `d/RITE_ l S_g CODY SERIES 52 S`�J 450 10" 16x8 add .04 YES CEILING WHITE ' S-10 C00'( SERIES C8 51-Hb1 500 10" 14x10 400 .04 YES I CEILING WHITE R-1 RETURN AIR GRILLE 6" 20x12 -- -- NO CEILING WHITE R-2 RETURN AIR GRILLE 8" 20x12 1\10 CE i L I NO WHITE R-3 RETURN AIR GRILLE g" 20x12 -- -- NO CEILING WHITE R-4 ,GRILLE AIR -- 24x12 -- -- NO CEILING WHITE R_5 RETURN AIR GRILLE 24x24 -_ -- NO CEILING WHITE m ,F r I n o ese -men vilhout the expressed rritte❑ consent of F leber Koch r .. , P u8 6 K h Arctutecls,. inc. is prohibited by lax. .. ,, ; , . • , : i , r i and are issued only for the specific project noted on these drawings Any reproductions revisions or modificnlio s r th d is 9 I_ 0 d G G \1/ E A 6D ( T B (D (D G CD (D- C G G GL-) e (D r ( D 0 P 11 H J I- W J Q W. W 0 c 1 2 3 4 5 4 7 4 ,. 10 11 12 ,DISCONNECT SW(TCHES CLUBHOUSE LIGHTING FIXTURE SCHEDULE MARK MFG. & CAT.# DESCRIPTION LAMPS MTD VOLTS REMARKS. N0. TYPE - LITHONIA SB240AI20ES FLUORESCENT 2 40W CS 120 PROVIDE ENERGY A OR APPROVED EQUAL WRAPAROUND FIXTURE (F40) SAYING BALLAST PROGRESS P12-TG/ INCANDESCENT\ 1 30OW CR 120 B P6611-30 EYEBALL FIXTURE (R40) OR'APPROVED EQUAL C PROGRESS P3298-15 CHROME BEAUTY BAR 4 40W WS 120 MOUNT ABOVE MIRROR OR APPROVED EQUAL •. LITHONIA C130-120ES 3' FLUORESCENT 1 30W CS 120 SEE ARCHITECTURAL D OR APPROVED EQUAL STRIP FIXTURE (F30) DETAILS FOR MOUNTING LOCATION E PROGRESS P11-TG/ DOWNLIGHT W/ BLACK 1 (1OOW) CR 120 P6717 BAFFLE (A-19) OR APPROVED EQUAL FLOODLIGHT 150W WS 120 CONNECT TO CIRCUIT F 57 WO 40 L 1 (PAR 3�ji A-15 VIA PHOTOCELL 0�7A PPROVED EQUAL 1 G PROGRESS P5675-3 UP/DOWN CYLINDER 2 (RW3) WS 120 FOR APPROVED EQUAL FRot�l✓{zT5 hAF RAQUETSALL- 40OW H P_ 4 co M 4 >- %� 14,6,wPF d CR 12 0 M4C au - t,414 P� M H LITHONIA X53REL EXIT SIGN W/ CONNECT TO UNSWITCHED X OR APPROVED EQUAL POWER PACK - - U 120 LEG OF ROOM LIGHTING CIRCUIT LITHONIA ELM-2 EMERGENCY LIGHTS CONNECT TO UNSWITCHED XA. OR APPROVE EQUAL W/POWER PACK - - WS 120 LEG OF ROOM LIGHTING. CIRCUIT PANELBOARD .SCHEDULE "A") MAINS: 1 OOA, ,MLO SERVICE: 240/12OV, 1 PH, 3W SURFACE MOUNT/NEMA S. C. RATING 10,000 A I C LOCATION: MECH ROOM - CKT NO. TRIPWIRE SERVES. KVA PHASE KVA SERVES WI RE TR I P NO. CKT NO. POLES AMPS S I ZE SIZE AMPS POLES NO. 1 7(1% 10 1 Tru-rc 1 1' A in RF('FPTA('.I Fq 19 9n 1 2 PANELBOARD _SCHEDULE "B" MA I NS: '225A, MLO SERV ICE: 240/12OV, 1 PH, 3W SURFACE MOUNT/NEMA S. C. RATING 22,000 AIC LOCATION: MECH ROOM CKT NO. N0. POLE TRIPWIRE AMPS S I ZE SERVES KVA PHASE KVA SERVES WIRE SIZE TR I P AMPS NO. POLE CKT NO. 1 2 30 10 AHU-1 2.5 A 3.8 AHU-3 8 50 2 2 3 - 10 2.5 B 3.8 8 - 4 5 2 30 10 CU-1 - C - CU-3 8 50 2 6 7 - 10 - A - 8 - 8 9 2 50 8 AHU-2 3.8 B 2.5 RTU-1 10 40 2 10 11 - 8 3.8 C 2.5 10 - 12 13 2 1 50 8 1 CU-2 - A SPARE 20 1 14 15 - 1 8 - B SPARE 20 1 16 17 SPACr 2.5 C SPARE 20 1 18 19 5PA(.t 2.5 A SPACE 20 21 SPACE B SPACE 22 23 SPACE C SPACE 24 25 SPACE A SPACE 26 27 SPACE B SPACE 28 29 SPACE C 'SPACE 1 1 30 NOTES A i . I 1 ,I �.a B C 200/20OA 2P FUSED PANEL PANEL 3-#3/0 & 1-#6 GND 100/100A 2P FUSED A' B' IN 2" C 100A 225A MLO MLO CT CABINET AND 3-#3 & 1-#8 GND METER BY POWER IN 1-1/4"C x COMPANY OM NEMA 3R WIREWAY p is 3-500 MCM IN 3° C , SURGE PROTECTOR GRADE LINE k TO POWER COMPANY'S TRANSFORMER TO VAC -PAC POOL (BY ELECTRICAL CONTRACTOR) EQUIPMENT GROUND PER NEC u} E LEASE OFFICE POWER RISER DIAGRAM NTS r: ELECTRICAL LEGEND LIGHT FIXTURES s FLUORESCENT FIXTURE, CEILING MOUNTED F O LIGHTING FIXTURE, CEILING MOUNTED LIGHTING FIXTURE, WALL MOUNTED ' S W I TCI--IEs S SINGLE POLE SWITCH, MOUNTED @ 48" AFF. RECEPTACLES } DUPLEX 15A, 125V, 2P, 3W, GROUNDING RECEPTACLE, NEMA 5-15 ` NIP': RECEPTACLE WITH WEATHERPROOF COVERPLATE DENOTES GROUND FAULT INTERRUPTER DENOTES HALF -SWITCHED , �- SINGLE 250V.NON-LOCKING TYPE RECEPEACLE G F LOW VOLTAGE SYSTEMS EELEPHONE OUTLET, MOUNTED @ 18" AFF s TV TELEVISION OUI-LET, MOUNTED 18" AFF } MOTORS DISCONNECT SWITCH. 'F' INDICATES FUSED f MISCELLANEOUS A i JUNCTION BOX, CEILING MOUNTED n JUNCTION BOX, WALL MOUNTED � SMOKE DETECTOR s EXHAUST FAN :.,. METAL HALIDE FIXTURE A . I �1�-lyo .�ssvEP �02 PE.eMIT Rev No Date Issue Histor C>✓IILINC-r 'f:�A9 9:., FUGLEBERG KOCH ARCHI'I'EC7 S Orlando Dallas Melbourne' E 2555 Temple•Trail. Winter Park FL 32789 (407) 629-0595 G 13740 Midway Road Suite 505, Dallas. TX 75234 (214) 458.6943 E 25 W New Haven Ave. Suite F. Melbourne. FL 32901 (407) 768.7887 FUGIEBM KOCH ARCHITECTS, INC. These documents and their'co'nlents are the property of Fug)eberg Koch Architects, Inc. a , „ • and are issued only for the specific project noted on these drawings. Any reproductions, revisions, or modifications of these documents with—ifprohibited th• et n cnns- enl ofb x. - FuYleb }utects Inc.lnc is la ere K c 7 i 1 Y7 • ��Zlr WATER 9 lS EK 9IAGR At/i r 3"vTu �I 3 0 V I � 2' I P-2 I 2' I P--I ¢' i I (-I I%Z"V� i I I FP-1 i '1 i 1 l B 3 VTR J 3, C .O. 3r`FD-I 2 , o F-2 P_3 P-IA „�•-D-I 4„ 3 4,� 3tt D n • �� 9% �-1 q0 I SSUEp F'o,e 'Pc""2 F41T Rev No Date i Issue History i FUGLEBERG KOCH ARCHITECTS :3 1 Orlando Dallas Melbourne C 2555 Temple Trail. Winter Park FL 32789 (407) 629-0595 E 13740 Midway Road Suite 505, Dallas. TX 75234 (214) 45&6943 ❑ 25 W New Haven Ave. Suite F••Melbourne, FL 32901 (407) 768-7887 a , K, ED ED ED G ED ED ED ED ED E ED ED ED ED ED ED ED e ED ED ED E E ED ED ED ED �@ ED EDED ED ED ED ED ED G D ED ED ED ED ED ED 0 D1 . V 1 J W Y co Q j � W O w a IT! 1 2 3 1.1 6 CONTINUE 3/4 COLD TO POOL.SHIJR• Q"2 wATER TO Pooh. SHWR • REFER TO SITE REFER TO SITE PLAN. PLAN 3�4-Z P-I + CO AT 45 Ilr GRATE 1/Z PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION MOUNTING CW I HW WASTE I TRAP I VENT EQUAL TO MAKE & MODEL BRIGGS ELONGATED MODEL NO.4718 WITH NO.95 OLSONITE WHITE OPEN P-1 WATER CLOSET FLOOR 1/2" 4" x3" ! NTEG. 2" FRONT SEAT WITH COVER. 3/8" C. P. FLEX.TUBE RISER WITH WHEEL HANDLE STOP. BRIGGS ELONGATED HANDICAPPED MODEL INO. 4728 18"HIGH WITH NO. 95 P-1A WATER CLOSET FLOOR 1/2" 4"x3" !NTEG. 2" OLSONiTE WHITE OPEN_ FRONT SEAT WITH COVER. 3/8" C. P. FLEX TUBE RISER WITH WHEEL HANDLE STOP. BR I GGS' PERL' NO. 65D0 SELF RIMMING 20X17 LAVATORY WITH 4"CENTERSET P-2 LAVATORY COUNTERTOP 1/2" 1/2" 2" 1-1/4"1-1/2" HOLES,CENTRAL BRASS SLOW CLOSING FAUCET NO. 3137 1-1/4"C. P. P—TRAP Mc GU I RE INO. 155—WC GRID STRAINER. P-3 URINAL WALL 1" -- 2" iNTEG.I-1/2" BRIGGS NO.7570 VITREOUS CHINA SIPON JET URINAL WITH WALL HANGER, SLOAN ROYAL NO.18:6 FLUSH VALVE. DAYTON—KINGSFORD NO.K23321,DOUBLE COMPARTMENT STAINLESS STEEL.DELTA P-4 KITCHEN SINK COUNTERTOP 1/2" 1/2" 1-1/2" 1-1/2" 1-1/2" FAUCET NO. 100, SINGLE LEVER TWO CRUMB CUP STRAINERS, 1-1/2" C. P. P—TRAP AND CONTINUOUS WASTE. INIKALOY PLATED BRASS TOP.PROVIDE FD-1 FLOOR DRAIN FLOOR -- -- 3" 3" (DEEP 1-1/2" SEAL TRAP IF ALLOWABLE BY ( CODE OTHERINISE., PROVIDE TRAP PRIMER. %URN, WADE, JOSAM OR EQUAL. E ELECTRIC WATER WALL I —WC-1 1 �" / -- 1-1/4' 1-1/4' 1—i /2" OASIS HANDICAPPED MODEL OEP8WM—D 30 5/18 HIGH. 6. 7 GPH. COLOR BY COOLER ARCHITECT. 1 /5 H.P. DF-1 DRINKING FOUNTAIN WALL 1/2" -- 1-1;'4" 1-1/4" 1-1/2" OASIS MODEL DF-120,STAINLESS STEEL WITH 1-1/4"CHROME PLATED BRASS P—TRAP, 3/8" METAL SUPPLY. ti ,i 4 1 b ri