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1600 Lexington Green Ln - BC10-000706 (NEW CONSTRUCTION) (A)LIF SAFETY NOTES I,, LIFE 5�FETY PLAN DEPICTS PR 5ED LOCATIONS, ACTUAL LO�ON5 FOR FOR EMERGENCY LIG14T�IG TO BE DETERMINED AT BU I LQ'. OUT, �T FIRE IARTITION LEGEND (U HOUR FIRE PARTITION I: mem aenw .c.mm mous ra+. asA na K J LIF.'PAFETY SYMBOLS EMERGENCY LIGHT LIGHTED EXIT SIGN EMERGENCY LIGHT/ LIGHTED EXIT SIGN X11 FIRE EXTINGU15HER (3A-40BCJ WIND ZONE DESIGN LOADS: DESIGN STATEMENT: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2007 EDITION (WITH 2009 SUPPLEMENT). THE DESIGN CRITERIA ARE AS FOLLOWS: BASIC WIND SPEED: 120mph (3 SEC. GUST) WIND IMPORTANCE FACTOR: I BUILDING CATEGORY: 1i WIND EXPOSURE: B INTERNAL PRESSURE COEFFICIENT: 0.18 DESIGN VARIABLES FOR WIND LOADS: ROOF PITCH: 6:12 PITCH MEAN ROOF HEIGHT: 16.3' ABV. GRADE MAIN BUILDING HEIGHT (H): 23.1' MAIN BUILDING LENGTH/WIDTH: 90.0 X 50.0' EDGE DISTANCE ea), 5.0' (a = 10%LorW; 0.4H; 3'MIN.) DESIGN PRESSURES FOR COMPONENTS & CLADDING (psf): +25.9/-34,7 DESIGN PRESSURES FOR ROOF & WALLS (psf), SEE DIAGRAMS: ROOF: ZONE 1: 14.9/-23.7 ZONE 2: 14.9/-41.3 ZONE 3: 14.9/-61.0 (INCLUDES OVER HANG, FASCIA and SOFFIT) WALL: ZONE 4: 25.9/-28.1 - ZONE 5• 259/-347 it----�i it----�i it ----7i 'ELECTRICAL CODE 2001 LIFE SAFETY CODE; Nt~PA 101 MEANS OF EGRESS: MAX TRAVEL DISTANCE (1016.1 & 1025.7): COMMON PATH OF TRAVEL (1014.3): MAX. DEAD END (1017.3): EGRESS WIDTH/OCCUPANT (1005.1): MIN. CORRIDOR/AISLE WIDTH (1005.1 & 1017. CORRIDOR/AISLE FIRE RATING (1017.1): MIN, CLEAR OPENING OF EXIT DR. (1008.1.1): MIN. NO. OF EXITS (1015.1 & 1019.1): E -3U I LU INCA AREAg,000 S.F. 4,�0 4a S.F. E3UILDINCs HEIGHT r DESIGNER�31 ,�jCPRESSLY RESERVES HIS COPYRIGHT AND OTHER P .{YY FkI�HTS IN THESE PLANS. THESE PLANS AND DRAWINGS t 70 BE REPRODUCED, CHANGED OR COPIED IrI�'�. OR MANNER WHATSOEVER, NOR ARE THEY TOTO ANY PARTY WITHOUT FIRST OBTAININGt:SSED WRITTEN PERMISSION AND CONSENT 'Zf G (t L 6: R. GROSS, A.I.A. c Ii It, t � t (0 A=0 m ry ro cn laNll' 3 UNIT 3 TOTALS TOTALS OFFICE (A/C): OFFICE CA/C): 1,444 1,444 1,444 .1,444 1,444 1.,444 DO, U COVERED ENTRY, COVERED ENT}21': r� 0 >< 35 35 ---- ry �-- -- I 1�5 105 0 4l - - --, 41 - BUILDINCs TOTAL, m ro cn 1n -T m GABLE ROOF hiT H:V.A.C. CONDENSATION PLAN P-1 HIP ROOF S-1 it----�i it----�i it ----7i 'ELECTRICAL CODE 2001 LIFE SAFETY CODE; Nt~PA 101 MEANS OF EGRESS: MAX TRAVEL DISTANCE (1016.1 & 1025.7): COMMON PATH OF TRAVEL (1014.3): MAX. DEAD END (1017.3): EGRESS WIDTH/OCCUPANT (1005.1): MIN. CORRIDOR/AISLE WIDTH (1005.1 & 1017. CORRIDOR/AISLE FIRE RATING (1017.1): MIN, CLEAR OPENING OF EXIT DR. (1008.1.1): MIN. NO. OF EXITS (1015.1 & 1019.1): E -3U I LU INCA AREAg,000 S.F. 4,�0 4a S.F. E3UILDINCs HEIGHT r DESIGNER�31 ,�jCPRESSLY RESERVES HIS COPYRIGHT AND OTHER P .{YY FkI�HTS IN THESE PLANS. THESE PLANS AND DRAWINGS t 70 BE REPRODUCED, CHANGED OR COPIED IrI�'�. OR MANNER WHATSOEVER, NOR ARE THEY TOTO ANY PARTY WITHOUT FIRST OBTAININGt:SSED WRITTEN PERMISSION AND CONSENT 'Zf G (t L 6: R. GROSS, A.I.A. c Ii It, t � t (0 LOT,16 Sanford, Florida Lexington Real Estate Developers LLC TYPE OF CONSTRUCTION: ONE STOR,►' NON - 5F'RINKLERED 40 CONSTRUCTION TYPE: T11'PE V -B ARCHITECT TYPE VB ALLOUJABLE PRCOVIDED 40 FEET 23,1 FEET ,4P V. C�xR,41� E . ZONING DESIGNATION: COMMERCIAL SQUARE FOOTAGE: AREAS lS.�.J A=0 UNIT 1 UNIT I UNIT 2 UNIT 2 laNll' 3 UNIT 3 TOTALS TOTALS OFFICE (A/C): OFFICE CA/C): 1,444 1,444 1,444 .1,444 1,444 1.,444 4,332 4,332 COVERED ENTRY, COVERED ENT}21': 35 35 35 35 �35 W35 1�5 105 UPSTAIRS MECHANICAL: UPST,41fi�s MECHANICAL. 4l 98 41 192 BUILDINCs TOTAL, 1,526 I,5�� 1,52 4,629 H:V.A.C. CONDENSATION PLAN P-1 PLUMBING PLAN S-1 DETAILS IINJ 1 urPi�R 2 2 2 LOT,16 Sanford, Florida Lexington Real Estate Developers LLC TYPE OF CONSTRUCTION: ONE STOR,►' NON - 5F'RINKLERED 40 CONSTRUCTION TYPE: T11'PE V -B ARCHITECT TYPE VB ALLOUJABLE PRCOVIDED 40 FEET 23,1 FEET ,4P V. C�xR,41� E . ZONING DESIGNATION: COMMERCIAL SQUARE FOOTAGE: AREAS lS.�.J A=0 UNIT 1 UNIT I UNIT 2 UNIT 2 laNll' 3 UNIT 3 TOTALS TOTALS OFFICE (A/C): OFFICE CA/C): 1,444 1,444 1,444 .1,444 1,444 1.,444 4,332 4,332 COVERED ENTRY, COVERED ENT}21': 35 35 35 35 �35 W35 1�5 105 UPSTAIRS MECHANICAL: UPST,41fi�s MECHANICAL. 4l 98 41 192 BUILDINCs TOTAL, 1,526 I,5�� 1,52 4,629 H:V.A.C. CONDENSATION PLAN OCCUPANCY CLASSIFICATION and CALCULATIONS: FLOOR AREA OCCUPANCY FLOOR AREA PER OCCUP, SEPARATION UJE CS.F.) CS.FJ OCCUPANTS (HR) BU�IN�SS , UNIT 1 1,444 100 GROSS 15 i UNIT 2 1,444. 100 GRo95 15 1 UNIT 3 1,444 Irdm GRo55 15 1 MAX. BuiL®INC->: occuPANeY: 45 PLUMBING FIXTURE CALCULATIONS: UNIT 1 UNIT 2 UNIT 3 WATER CLO5ET5: .REQUIRED PROVIDED REQUIRED, PROVIDED REQUIRED PROVIDED I UNISEX Is I UNISEX I+ i UNISEX I' ' (PER UNIT- (PER UNIT- (PER UNIT - 403.2 FRCP) 403.2 FBGP) 403.2 FBCPJ LAVATORIES: REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED I UNISEX I• i UNISEX I• i UNISEX I+ (PER UNIT- (PER UNIT- (PER UNIT - 403.2 FBCPJ 403.2 FBGP) 403.2 FBCPJ WATER FOUNTAIN: REQUIRED PROVIDED_ REQUIRED PROVIDED REQUIRED PROVIDED ' CI PER IOOJ I (HI/LC) I CHI/LOJ + I lHl/LOJ I (NI/LO)' 1 (HI/LO) I (Hl/LO)' + PLUMBING TO BE PREPLUMBED AND FIXTURES WILL A=0 LIFE SAFETY PLAN/COVER PAGE A -1A FLOOR PLAN A-1.1 FLOOR PLAN NOTES A-2 ELEVATIONS A-3 ELEVATIONS A-4 ROOF PLAN A-5.0 4-1 98 4-1 192 f3UILDINC� TOT',4t�: 1,52 1,57-I 1,52 4,29 COVER SHEET FR C7 Ei 0 A. IA. FARA cd (O CO a r c h i t e c t OFFICE BUILDING; FOR: 780 CDeltona Blvd. Sure Hos LOT'_ 1 LEXINGTONP' CL x a' Deltona, Florida 32725 4) J > 386.574.327 1 '" ^~ FL. REG. ARCHITECT NO. AR0005998 SA 11FORD, FLORIDA CODES USED FOR BUILDING DESIGN: FLORIDA E3UILDING CODE 2007: BUILDING (UJITN 2009 SUPPLEMENT) FLORIDA E3UIL'DING CODE 2001: PLUM!'31NC-c CIUITN 2009 SUPPLEMENT) FLORIDA i=3UIL.DINCz CODE 200-1: MECHANICAL. (UJITH 2009 SUPPLEMENT) 2008 NATIONAL 0 II nL: INDEX A=0 LIFE SAFETY PLAN/COVER PAGE A -1A FLOOR PLAN A-1.1 FLOOR PLAN NOTES A-2 ELEVATIONS A-3 ELEVATIONS A-4 ROOF PLAN A-5.0 FOUNDATION PLAN A-5.1 FOUNDATION NOTES E-1 ELECTRICAL PLAN L-1 LINTEL PLAN M-1 H:V.A.C. CONDENSATION PLAN P-1 PLUMBING PLAN S-1 DETAILS S-2 DETAILS S-3 DETAILS BE PROVIDED AT FUTURE BUILD -OUT COVER SHEET FR C7 Ei 0 A. IA. FARA cd (O CO a r c h i t e c t OFFICE BUILDING; FOR: 780 CDeltona Blvd. Sure Hos LOT'_ 1 LEXINGTONP' CL x a' Deltona, Florida 32725 4) J > 386.574.327 1 '" ^~ FL. REG. ARCHITECT NO. AR0005998 SA 11FORD, FLORIDA CODES USED FOR BUILDING DESIGN: FLORIDA E3UILDING CODE 2007: BUILDING (UJITN 2009 SUPPLEMENT) FLORIDA E3UIL'DING CODE 2001: PLUM!'31NC-c CIUITN 2009 SUPPLEMENT) FLORIDA i=3UIL.DINCz CODE 200-1: MECHANICAL. (UJITH 2009 SUPPLEMENT) 2008 NATIONAL 0 II nL: INDEX A=0 LIFE SAFETY PLAN/COVER PAGE A -1A FLOOR PLAN A-1.1 FLOOR PLAN NOTES A-2 ELEVATIONS A-3 ELEVATIONS A-4 ROOF PLAN A-5.0 FOUNDATION PLAN A-5.1 FOUNDATION NOTES E-1 ELECTRICAL PLAN L-1 LINTEL PLAN M-1 H:V.A.C. CONDENSATION PLAN P-1 PLUMBING PLAN S-1 DETAILS S-2 DETAILS S-3 DETAILS V v V r� ul 4 W .� W .UNIT 1 UNIT 2 UNIT 3 ALLOI.UABLE .PROVIDED PROVIDED PROVIDED 200' N/A N/A N/A 75' 44:5' CMAXJ 44.5' (MAX.) 44.5' (MAX.) 20' (FUTURE B4O.) (FUTURE E3.0.) (FUTURE B.O.) 0,2" 3-2" (M IN,) 32" (MIN.) 32" CHIN: 2): 44" (FUTURE B.O,) (FUTURE B.O. (FUTURE B4O.) CI) NR (O 30 VE N/A N/A N/,4 32" 32" (MIN.) 32" (MIN.) 32" (l- 4 REVISIONS PROJECT NO.: SHEET NO.: mLXI!o3a0 DATE; 13 JAN 2010 DRAWN 8Y: A--ul JTR "a \» /. f /: a� \:, , CEMENTITIOUS (LIGHT TEXT.) 4' CEMENTITIO (SMOOTH 5TYL SCORED CEMENTITIOUS (SMOOTH 5TYL CEMENTITIOUS FIN15H (LIGHT TEXT. 4' CEMENTITIOUS TRIM (SMOOTH STYLE) —� SCORED CEMENTITIOUS FIN. (SMOOTH STYLE) —� 1 DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.I.A. 16'-4' ABV, GRADE MEAN RF. HT. 0 23'-1' ABV. GRADE MAIN RF. HT. 'Unit 1 Signage 0 11 F11101 ❑❑ [an _ -,-,,,Fun �EXTR. HORIZ. SIDING - 24'x16' C M.U, COL, W1 SCORED CEMENTITIOUS FIN. (SMOOTH STYLE) UJ/ 32'x2O'x2O'(H) C.M.0 BASE UJ/ CEMENTITIOU5 FIN. (SMOOTH STYLE) GEMENTITIOUS FIN. (SMOOTH STYLE) REAR ELEVATION JLu � N :L 101-0' A,F.F, E3EAR. HT, `p 2xa FASCIA OR Ixa FASCIA OVER 2x4 SUB FASCIA U)/ ALUMN SOFFIT CEMENTITIOUS FIN15H (LIGHT TEXT.) 4' CEMENTITIOUS TRIM (SMOOTH STYLE) FINISHED FLOOR R,4DE &GALE: 1/4" = 11-00 U Q) c'7 L COMPOSITION SHINGLES ON 15 LB. FELT ON 15/32' C -D PLYWD. OR 1/16' O.S.B. SHEATHING 12 (TYf=.) I I i ! �i Ill I I f �, t � -III i I I ! I I ! J I I I I I I U I I L ! � 11 ) 1J ! II I ! I � I '► . J1_ i II I .III !! III III I) IIII II I I I I I II ! 6' STUCCO TRIM I I I I ! I I I I' III I I li I I III I I I I I I I I I I i i I I STUCCO (LIGHT TEXT) -' I!II I I I 111 III! I II I i L ' I I! I I.I f Lu I I f III I I I EI �Lu Unit 2 Sna e 11 11 I I ( Unit 3 Si na \ I II ENTR1' BEAR. NT, U ! I I ! I L I I -A J� I !11 !111 !II II I I I! I I Signag ! Ul = 10'-0' A.F.F. A T ► ! I I II i � I ___._._:_-___-.___-.-------- _� � � ... _ . � 11 jj � I I I�� ll �, � ® BEAR. HT, `�+s 0 0� ------ 0 0 � 0` O 0 C I 2xa FASCIA OR Ixa FASCIA OVER 2x4 5U5 FASCIA U)/ ALUMN SOFFIT nn ❑ _ CEMENTITIOUS FINISH ®� 7E n,n (LIGHT TEXT.) - - as 4' CEMENTITIOUS TRIM w nna ni (SMOOTH STYLET Hnn7 F��-01-0. FINISHED FLOOR �EXTk.kORIZ. SIDING �EXTR. HORIZ. SIDING GRADE SCORED CEMENTITIOUS FIN. 24'xl6' C.M.U. COL. UJ/ SCORED 24'x16' CM.U. COL. LU/ SCORED (SMOOTH STYLE) CEMENTITIOUS FIN. (SMOOTH CEMENTITIOUS FIN. (SMOOTH STYLE) U)/ 32'40'40'(H) (--.M.0 STYLE) U)/ 32'x?O'x2O'(H) C.M.0 BASE U/ CEMENTITIOUS FIN. BASE UJ/ CEMENTITIOUS FIN. P� (SMOOTH STYLE) (SMOOTH STYLE) 0 U- F ONS' ELEVATION SCALE: 1/4° P.0 3C3 E7 FR FR� ERONT/REAR ELEVATIONS .� REVISIONS FIRS�� I A.I.A. FMA `'� � � _ OFFICE BUILDING FOR: � co c� 780 Deltona Blvd. Suite 1 05 ® 0 ��VFloridaOT 16 - LEXINGTON Px 'aI�JJ 1� ® [�elton�, Florld� 3�7Z5 r! 380.574.327 1 '" ) FL. REG. ARCHITECT NO. AR0005998 SANPOM, FLOMDA LLC �1 PROJECT NO.: OL.XIrO3a2 DATE: 13 JAN 2010 DRAWN BY: Tl IL,/JTR SHEET NO.: I .1 �n I" CEMENTITIOUS TRIM 3' DIA. CEMENTITIOUS (SMOOTH STYLE) 11 TRIM (SMOOTH STYLE) .,' c- 41/241 I/2" 4 ��2 r V ' r _ i �- 4' CEMENTITIOUS TRIM (SMOOTH STYLE) COMPOSITION SHINGLES ON 15 LB. FELT ON 15/32' G -D PLYWD. OR 4 1/16' 0.5.5, SHEATHING p • I '' I I r 2" CEMENTITIOUS TRIM �— (SMOOTH STYLE) I I I I 1 I I I I " i II I I ! I f 11 l 1 I I L I ! I I I I r l t ! II ro (TYf=.) -O" AF\ ILIIII I I I I I I ! l I ! f I I f 12'-0' A.F.F. FINISHED FLOOR ENTRY BEAR, HT, I I I I I 11 f• I ,- I I t ILI BEAR. HT. 0 0 0 0 CIO 2x8 FASCIA ORixa L. TY. 1/2 � I T I 2x4 F UB A OVER _ WINDOW 5....ALE• - 0 UJ/ ALUMN SOFFIT v CEMENTITIOUS FINISH -- F (LIGHT TEXT.) i L_ ! I l J _J �FcimCEMENTITIOU5 FINISH ID' -O" y;• . (LIGHT TEXT.) DISHED FLOOR ILLL .I: FUTURE AIC COMP, j GRADE EXTERIOR WALL OFWa. CALC5.- SCORED 4' CEMENTITIOUS TRIM WALL AREA = 464.2 S.F. CEMENTITIOUS FIN. (SMOOTH STYLE) OPNG. AREA A �o4 S.F. (SMOOTH STYLE) ALLOWABLE 159a MAX. II PROVIDED x13.5% �.� OPENINGS ARE ADEQUATE RIGFI'T SIDE 4 JGALE: 1�4 - 1T0nELEVATION 1 err m cv Uj 1 m' -O' - - �t FINISHED FLOOR roll SCORED 3/¢' P-0' CEMENTITIOUS FIN. COMP051TION SHINGLES ON 15 LB. " " GRADE 111(o' ET /32' C-LO.S.B. SHEATHING YWD• OR (SMOOTH STYLE) 3/ a 2 -� I I I WALL VENEER DE6GALE: 1,2 1'_0II 12 II II I ! ! i I III ' I I I I ( I II I ! ! ! II ! 1 II {. (o (TT -P.) ILI r i I I I L 1 1II I I l• I i 12' - 0. A.F F. � ! I i i1 12'- 0' A.F.F.1 I I I I I I II I ENTRY BEAR. HT. ENTRY BEAR. WT. � r:. I I I III 1 I I I ! `� T I (• ( ! � II I 7 I,I I 1 I. 1 y w uJ 101-0, A.F.F. OIL ® I BEAR, HT. :]F 0 0 o a 2x8 FASCIA OR 1' CEMENT!TIOUS TRIM Ix8 FASCIA OVER ( 2x4 SUB FASCIA SMOOTH STYLE) W1 ALUMN SOFFIT 1 CEMENTITIOU5 FINISH r� (LIGHT TEXT.) V J 4° CEMENTITIOUS TRIM 21,04 9'-4' 21-0° - (SMOOTH STYLE) --�. 1 :•' _� OI -Or I i I I m' -Or I. FINISHED FLOOR FINISHED FLOOR ® FUTURE A/C COMP. 24'xi(o' C.M.U. COL. W1 SCORED GFRADE EXTERIOR WALL OPNG. CALCS.: SCORED C�RAD� CEMENTITIOUS FIN. (SMOOTH WALL AREA 464.2 SF. CEMENTITIOU5 FIN. STYLE) W/ 32'x20'x2o'(H) CM.0 OPNG. AREA = 64 5.F. (SMOOTH STYLE) 13A3E W/ GEMENTITIOUS FIN: ALLOWABLE = 150- MAX. (SMOOTH STYLE) PROVIDED OPENINGS ARE ADEQUATE W ,. co ENTRY DSCALE: 144" = ,'_0" LEFT I til✓I•"'I f.+E: 1 411 11�rn11 n REVISIONS SIDE L L,VATIONS PROJECT NQ.: SHEET NO.: <' DESIGNER .HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND #r" FRD0� A.I.A. FARA f►a IDL .�I�3c13 OTHER PROPERTY RIGHTS IN THESE PLANS, THESE PLANS AND FIRSTFA�iti� C r tr o. (� DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR /�� s �C1 C C rl i t E' G t ®FFICE BUILDING FC)R. DATE:ir COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE COMMERCIAL ' �> as 13 JAN 2010 THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST „ 7�� DE`�t0rlc�l B�VCI. Suite .1 a5 x ® o...+ 1 LOST 1 LEXINGTON PARK OBTAINING THE EXPRESSED WRITTEN PERMISSION ANDCONSTRUCTION Delta " a, Flbrida 327-7-5 w Qi ••••� �' DRAWN BY: CONSENT OF GERALD R. GROSS, A.I.A. 386-574,3271 JTR FL. REG. ARCHITECT NO. AR0005998 a��`-LFORD; FLORIDA LLC -. I i TfRU55E6 1/2' FC fR +H INC - 40 - TYPICAL TRUSS HEEL m 6:12 PITCH SCALE: I' - I'-0' DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.I.A. PRE -ENG. TRUSS 51MP50N MT5 12 3 -LAYER STUCCO FIN15H ON GALV. MTL. /PAPER -BK RIBBED LATHE ATTACHED TO SHEATHING S 6' O.C. EA. WAY ,,--2x4 TOP PLATE 12'- 0' A.F.F. � TRU55 BEAR. HT. 2x4 STUDS tv I&' O.G. 2x4 BTM, PLATE 15/32" 2x4 BLOCKING w 24' O.C. W/ 3-166 to EA. END SHEATHING�J 101-0' A.F.F. . TRUSS BEAR. HT, PI�:E-ENC-s. TRU55 IV FASTEN 5TM. PLATE. TO 2x4 BLOCKING W/ SIMPSON MTS 12 13 - FRAME KNEEWALL. ON TRUSS 5, n, �iltrt i° .1 NOTE: ALL 6:12 FITCH fROOPS TO HAVE 1611 OVEFRH ANG ,AND 211 TfRU55 HEEL 1N ,ADDITION TO NOMINAL TRU55 HEEL. (5EE 40/,A-4) (-CEILING SCHEDULE (A.F.F.) 10'-0" CLC*. 12'-ol' CLC. BEARING WALL SCHEDULE O TYPE BEAR. HT. (A.F.F.) LOCATION A C.M.U. 10'-0' EXTERIOR B C.M.U. 12'-0' EXTERIOR NOTE TRU55 MANUFACTURER AND BUILDER TO VERIFY ALL TRUSS 5PAN5, PITCHES, BEARING HEIGHTS, CEILING HEIGHTS AND BEARING LOCATIONS BEFORE TRU55 FABRICATION. PERMANENT TRUSS BRACING ACQUIRED BY ALL OF THE FOLLOWING ROOF SHEATHING: INSTALLED AS SPECIFIED IN PLANS DRYWALL: 1/2' DRYWALL INSTALLED AT CEILING TO BTM. CORD OF TRUSS WITH 06 X 1-11/4' DRYWALL SCREW AT 6' O.C. TO EACH TRUSS ON EDGES, AND 12" O.C. TO EACH TRU55 IN THE FIELD RAT RUNNER: 2x4 RAT RUNNER CONT. AT TOP OF TRUSS BTM. CORD m I&I-01 O.C. WITH (2) 10D AT EACH TRUSS. RAT RUNNERS USED IN TRUSS ERECTION MAY BE USED WITH SPECIFIED NAILING OF (2) IOD * EACH TRUSS. r, �,.�► ROOF PLAN DIM, 'A' 15 GREATER ' i �► A.I.A. FARA 5ACK51DE �`0 co 2x4 a r c h it e c t OFFICE BUILDING FOR: SCHEDULE N 780 Deltore Blvd. Suite 1 05 beltona, Florida 32725 L16 OT LE/1� N�.J ON A x w SPECIAL TIES 1 j _1 Q 386.574.327 1 2000 _j FL. REG. /\RCHITECT NO. AR0005998 SANFORD, FLORIDA �-- CIS PP50N A-34 PRE ENG. WD. TRU55E5� GABLE -END / WD. TRUSS / 3-10d NAILS V Q) V W w 51HP50N META 16 s � 2x4 BLOCKING FIRST TRU55 SPACE MASONRY WALL OR (SEE ROOF PLAN FOR LOCATIONS) 51MP5ON L5TA 12 w FRAME WALL s 24' � CONC. TIE BEAM O.C. THI5 DIM TO BE GREATER THAN OR E(;2UAL TO DIM 'A' SHEATHING NAILING SCHEDULE 2x4 HORZ. CONT, BRACING Cy) a) GABLE TRU55 ABOVE 2X4 BLOCKING W/ 3-10d l... IN BLOCKING IN 2-10d IN EA, TOP Q) 15/32' C -D PLYWOOD OR 1/16' O.S.B. SHEATHING OF TRU55 BTM, CORP, LENGTH ;�' W/ ad COMMON NAILED AS FOLLOWS: A5 INDICATED ON ROOF PLAN 4' O.C. ALL EDGES AND TOP BOTTOM CORD MEMBER ro' O.C, ALL INTERMEDIATE WEBBING 7 - GABLE --END TRUSS BRACING DETAIL NAALE: "RAT RUNNER" 2X4 HORZ. CONT. BRACING ABOVE 2X4 BLOCKING W/ 3-12d IN BLOCKING 4 2-12d IN EA, TOP OF TRU55 BTM, CORD. LENGTH 0 AS INDICATED ON ROOF PLAN l_ TRUSS BTM CORD "aLocKING" 2X4 BLOCKING FIRST TRU55 SPACE 8 - GABLE END BLOCKING SCALE: r 2007 TRUSS TIE SCHEDULE 0 1OOF NOTES .TIPLE TIES ARE AT ONE BEARING I �r-.�: I,.S TO BE ANCHORED AT OPPOSING SIDES OF THE BEARING PLATE TO MAXIMIZE. SEPARATION OF NAILING PATTERN5 O8"xl6'(D) COMPOSITE LINTEL BEAM W/ 8' CANT, BEAR. HT, 0 I0'-0' A.F.F. O3 8'xl6'(D) COMPOSITE LINTEL BEAM BEAR. HT. ID 12'-0' AFR O4 SHADEDAREADENOTES FRAMs; KNE EWALL ABV, TRUSSES TO 12'-0' A.F.F. (SEE 13/A-4) O5 SHADED AREA DENOTES FIRE RATED ROOF SHEATHING TO BE USED UNDER ROOF -TOP GABLE DORMER O6 HATCHED AREA DENOTES MECHANICAL ROOM IN TRU55ES. ROOM TO HAVE 3/4' T46 PLYWOOD FLOOR O1 GABLE END 'X' BRACING N (5EE DETAIL 1/A-4) "RAT RUNNER" 2 X 4 HORZ. CONT. BRACING W/ 3-16d IN EA, TOP OF TRU55 BTM, CORD. LENGTH AS INDICATED ON ROOF PLAN W/ 2 X 4 BLOCKING w FIRST TRUSS SPACE FROM GABLE TRU55 (SEE DETAIL 8/A-4) / REVISIONS (UPLIFT VALUES DO NOT INCLUDE 33% STRESS INCREASE ON STEEL) ADD. BRACE IF 3-10d NAILS DIM, 'A' 15 GREATER UPLIFT THAN 6'-0' 5ACK51DE 455 SIMP50N H3 4-Sd 4 a 2x4 5EE SHEATHING STD. MASONRY TIE SCHEDULE N 1-10dxI11/2 EMBED. 4' z SIMP50N HHETA 20 w SPECIAL TIES T 2x4 BRACE Q 2-10d NAILS 2000 3-10d NAILS 1-10d EA. BACKSIDE 2900 SIMP50N / 2-10d A-34 CLIP J V Q) V W w 51HP50N META 16 s � 2x4 BLOCKING FIRST TRU55 SPACE MASONRY WALL OR (SEE ROOF PLAN FOR LOCATIONS) 51MP5ON L5TA 12 w FRAME WALL s 24' � CONC. TIE BEAM O.C. THI5 DIM TO BE GREATER THAN OR E(;2UAL TO DIM 'A' SHEATHING NAILING SCHEDULE 2x4 HORZ. CONT, BRACING Cy) a) GABLE TRU55 ABOVE 2X4 BLOCKING W/ 3-10d l... IN BLOCKING IN 2-10d IN EA, TOP Q) 15/32' C -D PLYWOOD OR 1/16' O.S.B. SHEATHING OF TRU55 BTM, CORP, LENGTH ;�' W/ ad COMMON NAILED AS FOLLOWS: A5 INDICATED ON ROOF PLAN 4' O.C. ALL EDGES AND TOP BOTTOM CORD MEMBER ro' O.C, ALL INTERMEDIATE WEBBING 7 - GABLE --END TRUSS BRACING DETAIL NAALE: "RAT RUNNER" 2X4 HORZ. CONT. BRACING ABOVE 2X4 BLOCKING W/ 3-12d IN BLOCKING 4 2-12d IN EA, TOP OF TRU55 BTM, CORD. LENGTH 0 AS INDICATED ON ROOF PLAN l_ TRUSS BTM CORD "aLocKING" 2X4 BLOCKING FIRST TRU55 SPACE 8 - GABLE END BLOCKING SCALE: r 2007 TRUSS TIE SCHEDULE 0 1OOF NOTES .TIPLE TIES ARE AT ONE BEARING I �r-.�: I,.S TO BE ANCHORED AT OPPOSING SIDES OF THE BEARING PLATE TO MAXIMIZE. SEPARATION OF NAILING PATTERN5 O8"xl6'(D) COMPOSITE LINTEL BEAM W/ 8' CANT, BEAR. HT, 0 I0'-0' A.F.F. O3 8'xl6'(D) COMPOSITE LINTEL BEAM BEAR. HT. ID 12'-0' AFR O4 SHADEDAREADENOTES FRAMs; KNE EWALL ABV, TRUSSES TO 12'-0' A.F.F. (SEE 13/A-4) O5 SHADED AREA DENOTES FIRE RATED ROOF SHEATHING TO BE USED UNDER ROOF -TOP GABLE DORMER O6 HATCHED AREA DENOTES MECHANICAL ROOM IN TRU55ES. ROOM TO HAVE 3/4' T46 PLYWOOD FLOOR O1 GABLE END 'X' BRACING N (5EE DETAIL 1/A-4) "RAT RUNNER" 2 X 4 HORZ. CONT. BRACING W/ 3-16d IN EA, TOP OF TRU55 BTM, CORD. LENGTH AS INDICATED ON ROOF PLAN W/ 2 X 4 BLOCKING w FIRST TRUSS SPACE FROM GABLE TRU55 (SEE DETAIL 8/A-4) / REVISIONS (UPLIFT VALUES DO NOT INCLUDE 33% STRESS INCREASE ON STEEL) CORROSION NOTE: ALL STRAPS AND FASTENERS IN 3-10d NAILS OR Z -MAX UPLIFT TIE -DOWN FASTENER ANCHOR 5ACK51DE 455 SIMP50N H3 4-Sd 4 a 2x4 1000 51MP5ON MT5 12 1-10dx1'1/2 1-IOdx111/2 STD. MASONRY TIE 1450 BRACE 1-10dxI11/2 EMBED. 4' 2235 SIMP50N HHETA 20 10-10dx1'1/2 EMBED. 4' SPECIAL TIES 2000 (2) SIMPSON MT5 12 1-10dx1i2 EA. 2-10d NAILS 2000 (2) F21MP50N MTS 12 1-10d EA. BACKSIDE 2900 (2) 51MP50N HT5 20 2-10d 12-I0dxl11/2 EA. F2050, SIMPSON MST 31 NAILS 21-16d 3965 SIMPSON MGT 22-10d 2-I0d NAILS 3-I0d NAILS 5' W/ EPDXY CEMENT 1930 (2) SIMPSON MGT 8 91/ " THRD. ROD EMBED. 3.10d - 5' W/EPDXY CEMENT NAILS EA. 4165 SIMPSON HTT 22 Mm 51/8' THRD. ROD EMBED. V Q) V W w 51HP50N META 16 s � 2x4 BLOCKING FIRST TRU55 SPACE MASONRY WALL OR (SEE ROOF PLAN FOR LOCATIONS) 51MP5ON L5TA 12 w FRAME WALL s 24' � CONC. TIE BEAM O.C. THI5 DIM TO BE GREATER THAN OR E(;2UAL TO DIM 'A' SHEATHING NAILING SCHEDULE 2x4 HORZ. CONT, BRACING Cy) a) GABLE TRU55 ABOVE 2X4 BLOCKING W/ 3-10d l... IN BLOCKING IN 2-10d IN EA, TOP Q) 15/32' C -D PLYWOOD OR 1/16' O.S.B. SHEATHING OF TRU55 BTM, CORP, LENGTH ;�' W/ ad COMMON NAILED AS FOLLOWS: A5 INDICATED ON ROOF PLAN 4' O.C. ALL EDGES AND TOP BOTTOM CORD MEMBER ro' O.C, ALL INTERMEDIATE WEBBING 7 - GABLE --END TRUSS BRACING DETAIL NAALE: "RAT RUNNER" 2X4 HORZ. CONT. BRACING ABOVE 2X4 BLOCKING W/ 3-12d IN BLOCKING 4 2-12d IN EA, TOP OF TRU55 BTM, CORD. LENGTH 0 AS INDICATED ON ROOF PLAN l_ TRUSS BTM CORD "aLocKING" 2X4 BLOCKING FIRST TRU55 SPACE 8 - GABLE END BLOCKING SCALE: r 2007 TRUSS TIE SCHEDULE 0 1OOF NOTES .TIPLE TIES ARE AT ONE BEARING I �r-.�: I,.S TO BE ANCHORED AT OPPOSING SIDES OF THE BEARING PLATE TO MAXIMIZE. SEPARATION OF NAILING PATTERN5 O8"xl6'(D) COMPOSITE LINTEL BEAM W/ 8' CANT, BEAR. HT, 0 I0'-0' A.F.F. O3 8'xl6'(D) COMPOSITE LINTEL BEAM BEAR. HT. ID 12'-0' AFR O4 SHADEDAREADENOTES FRAMs; KNE EWALL ABV, TRUSSES TO 12'-0' A.F.F. (SEE 13/A-4) O5 SHADED AREA DENOTES FIRE RATED ROOF SHEATHING TO BE USED UNDER ROOF -TOP GABLE DORMER O6 HATCHED AREA DENOTES MECHANICAL ROOM IN TRU55ES. ROOM TO HAVE 3/4' T46 PLYWOOD FLOOR O1 GABLE END 'X' BRACING N (5EE DETAIL 1/A-4) "RAT RUNNER" 2 X 4 HORZ. CONT. BRACING W/ 3-16d IN EA, TOP OF TRU55 BTM, CORD. LENGTH AS INDICATED ON ROOF PLAN W/ 2 X 4 BLOCKING w FIRST TRUSS SPACE FROM GABLE TRU55 (SEE DETAIL 8/A-4) / REVISIONS (UPLIFT VALUES DO NOT INCLUDE 33% STRESS INCREASE ON STEEL) CORROSION NOTE: ALL STRAPS AND FASTENERS IN CONTACT W/ PRESSURE TREATED LUMBER TO BE GALVANIZED OR Z -MAX UPLIFT TIE -DOWN FASTENER ANCHOR STD. FRAME TIE 455 SIMP50N H3 4-Sd 4 a 455 SIMPSON H5 4-8d 4-8d 1000 51MP5ON MT5 12 1-10dx1'1/2 1-IOdx111/2 STD. MASONRY TIE 1450 6IMP50N META 16 1-10dxI11/2 EMBED. 4' 2235 SIMP50N HHETA 20 10-10dx1'1/2 EMBED. 4' SPECIAL TIES 2000 (2) SIMPSON MT5 12 1-10dx1i2 EA. 1-10dxl'1/2 EA. 2000 (2) F21MP50N MTS 12 1-10d EA. 1-10d EA. 2900 (2) 51MP50N HT5 20 12-10dx1'1/2 EA. 12-I0dxl11/2 EA. F2050, SIMPSON MST 31 21-16d 21-16d 3965 SIMPSON MGT 22-10d 5/8' THIRD. ROD EMBED. 5' W/ EPDXY CEMENT 1930 (2) SIMPSON MGT 22-10d EA. 91/ " THRD. ROD EMBED. 5' W/EPDXY CEMENT EA. 4165 SIMPSON HTT 22 32-10d 51/8' THRD. ROD EMBED. 5' W/ EPDXY CEMENT 691 (0 51MP5ON 20-5D511/4411/2 ''1/e' THRD, ROD EMBED. HDUB-5DS2.5 WD, SCREWS 6' W/ EPDXY CEMENT MIN. 311/2' P05T THK. 9230 51MP50N 20-51)511/4x3 ,1/8. THRD. ROD EMBED. HDQ8-5D53 WD. SCREWS 6' W/ EPDXY CEMENT MIN, 411/2' P05T THK. 8330 (2) 51MP50N HTT 22 32-10d EA. V THRD, ROD EMBED, 1' SPACE BTWN. A.B. 5' W/ EPDXY CEMENT 5,000 5IMP50N FGTR IS-5D5'1/4x3 2-11/2'x5' TITEN HD 9,400 (2) 51MP50N FGTR I5-51D511/4x3 2-11/2'x5' TITEN HD EA, (ONE PER SIDE) EA, NOTES: I. WHERE MULTIPLE TIES ARE USED: LOCATE TIES AT OPPOSING 51DE5 OF TRU55 CONNECTION FOR MAX, NAIL SEPARATION 2. ALL HANGERS FOR I -PLY TRUSSES TO BE U.S.P, THD 26 4 2 -PLY TRUSSES TO BE THD 28-2 UNLE5S NOTED OTHERWISE 3, ALL MASONRY TO TRU55/FLR. J015T TIES TO BE 511-1PSON META 16 UNLE55 NOTED OTHERWISE, ALL FRAME TO TRUSS/FLR. JOIST TIES TO BE 51MP5ON I III-/ IL uI VI,..GJJ IVVICV Vit-1CiCW1.7C PROJECT NO,: 0LXiro3a4 DATE: 13 JAN 2010 DRAWN BY: JTR I j� z � CONC. FILLED BLK CELL W/ �rG!1f�G1!/-////11C'/1�J (1) "5 ROD VERT. CONT. FROM 8x8x16 C.M.U. FTR. TO TIE BEAM W/ 25' LAP DESCRIPTION im BTM. a 10' HOOK Q LINTEL mi " - II1l RECESS SLAB 3/4' X 13/4'W 4' CONC, SLAB W/ 6x6 1 m BLOCK WALL 1*10 WELDED WIRE MESH 41 185 OR FIBERMESH REINF. 551 BARRIER ON CLEAN, mj 0'-0' -. • .. ._ . - 'II : ' 'Ir FIN. PLR. <••d . WELL COMPACTED 6 -MIL, VAPOR r •' •.411 8' CM.U. BARRIER ON CLEAN, °. =�U �� WELL COMPACTED • GRADE TERMITE TREATED FILL 12x8x16 C.M.U. 4' CONC. SLABIREINF m z 16'x20'(D) CONT. MONO. 16'x20'(D) CONT, MONO. FTG, W/ (2) 05 CONT, 16 (1) "5 VERT. W/ 25' LAP d THICKENED EDGE 10' HOOK tv FTG. i-V-1ONO. FTC;;. (TYF>. C.r-l.U, WALL WA—A) U SCALE 4' cONC, SLAB W/ 6x6 �rG!1f�G1!/-////11C'/1�J •10 WELDED WIRE MESH (1) "5 ROD VERT, CONT, FROM OR FIBERMESH REINF. DESCRIPTION FTR. TO TIE BEAM W/ 25' LAP - SIZE m BTM. d 10' HOOK 9 LINTEL— ROOF 6 -MIL. VAPOR d • '` 185 Q 551 BARRIER ON CLEAN, RECESS �13/4'W\- RECESS SLAB /4 X HIP SET WELL COMPACTED • ' "' ° 8' CM.U. 10.0' BEAR. HT. GLADE TERMITE TREATED FILL 520 lip 12x8x16 C.M.U. 4' CONC. SLABIREINF 307 20'W X 20"D 16'x20'(D) CONT, MONO. TOTAL WALL ASSEMBLY 1,012 1,884 FTG. W/ (2) 05 CONT. THICKENED EDGE (WA—A) (WA --B) �. SCALE: i2' - I'-0' GONG. FILLED BLK. CELL W/ (1) "5 ROD VERT. CONT. FROM Sxaxl6 C.M.U. FTR TO TIE BEAM W/ 25' LAP 1w BTM. t 10' HOOK -m LINTEL rnI II1t. RECESS SLAB 3/4' X 13/4'W 4' CONC. SLAB W/ 6x6 I _ m BLOCK WALL "10 WELDED WIRE MESH hl OR FIBERMESH REINF, ;1111 m�� (D' _01 �- — --' — - FIN, FLR, • d Ir • 6 -MIL, VAPOR .411 BARRIER ON CLEAN, WELL COMPACTED • GRADE TERMITE TREATED FILL m z 20'x2O'(D) CONT. MONO. Y FTG. W/ (2) 05 CONT, 20' (1) 05 VERT, W/ 25' LAP 4 10' HOOK m FTG. MONO, FT( ---T. (TYF- C.t-1_U_ WALL— W4--8) SCALE: 1/2' = 1'-0' CONC, FILLED BLK. CELL W/ �rG!1f�G1!/-////11C'/1�J WALL ASSEMBLY - A WALL ASSEMBLY — B (1) "5 ROD VERT, CONT, FROM DESCRIPTION FTR. TO TIE BEAM W/ 25' LAP - SIZE m BTM. d 10' HOOK 9 LINTEL— ROOF WOOD TRU55/COMP SHINGLE 5.0' SPAN 185 II• 551 = It. 8x8x16 C.M.U. RECESS �13/4'W\- RECESS SLAB /4 X HIP SET Q BLOCK WALL WALL 8' CM.U. 10.0' BEAR. HT. 520 1111. 520 lip 12x8x16 C.M.U. 4' CONC. SLABIREINF 307 20'W X 20"D au1 :`a TOTAL WALL ASSEMBLY 1,012 1,884 010 WELDED WIR SOIL BEARING PRESSURE DESIGN LOAD: 2,500 PSF (WA—A) (WA --B) OR FIBERMESH 16"W X 20"D 20"W X 20"D ALLOWABLE SOIL BEARING 1.3' X I.0' X 2500 PSF 1.6' X 1.0' X 2500 P5F AT FOOTING: 3,250 PLF SOIL BEARING LOAD =:1111 AT FOOTING: 1111' , ; mw 0'-0 ADEQUATE ADEQUATE IN. FLR. 6 -MIL. VAPOR4 4It • 11 4' GONG. SLAB v BARRIER ON CLEAN, •a.�>.J : 4 �'_ �, ENTRY WELL COMPACTED ;,' LL '• ' •' ' ' `'. °•• . TERMITE TREATED FILL m z 36"40'(D) CONT, MONO. FTG. W/ (3) "5 CONT. 36° (1) "5 VERT, W/ 25' LAP d 10' HOOK m FTG. MONO. FTG. � ENTRY WALL COLUMN 04 SCALE: 1/2' = 1'-0' /a'xl'(D) SAW CUT 4' CONCRETE SLAB CONTROL JOINT W/ 6x6 10/10 WALF (SEE FOUNDATION PLAN OR FIBERME5o7 FOR LOCATIONS 4 SPACING) ' ®�' • cpm r 4 ' d 4 4 ?�' 6 MIL VAPOR BARRIER SAW CUT CONTROL. JOINT (C.J.) SCALE: I" I'-0" FOUNDATION DETAILS DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERLY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANCED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST -OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A:I.A. Lr,/-Az;,t= L A5E LI E LI E CONCRETE SLAB SAW CUT PLAN REINFORCED CONCRETE RC -1. ALL CONCRETE DESIGN AND PLACEMENT SHALL: BE IN STRICT ACCORDANCE WITH ACI 318-98, 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE,' RC -2. STRUCTURAL CONCRETE •SHALL CONFORM TO ACI 301 SPECIFICATIONS, AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS, A5 WELL A5 OTHER PROPERTIES SPECIFIED IN THESE DOCUMENTS. (SEE SPECIFICATIONS FOR ADDITIONAL DESIGN MIX REQUIREMENTS. FOOTINGS: 3,000 P51 SLABS ON GRADE: 3,000 PSI, 3'/2' THK, MIN. (4' NOM.) RC -3. CONCRETE SHALL BE READY -MIX, REGULAR WEIGHT FOR ALL STRUCTURAL USES, WITH MINIMUM DRY DENSITY OF 145 LB.. PER CUBIC FOOT. RC -4, CHAMPER ALL EXP05ED CONCRETE EDGES, INCLUDING THOSE TO RECEIVE STUCCO FINISH (3/49 UNLE55 NOTED OTHERWISE. RC -5, REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318-98 AND ACI DETAILING MANUAL, ACI 315, RC -6. REINFORCING STEEL SHALL BE NEW, DEFORMED BARS, FREE OF RUST, SCALE AND OIL, CONFORMING TO ASTM A-615, GRADE 60 WITH A MINIMUM YIELD STRENGTH = 60,000 PSI, UNLESS OTHERWISE SHOWN. RC -1. PROVIDE CONTINUOUS REINFORCEMENT WITH ACI CLASS 'B' LAB SPLICES, OR AS NOTED OTHERWISE. RC -a. WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A-185, PROVIDE MINIMUM 6' LAPS, TYPICAL, PROVIDE ADEQUATE SUPPORTS AND BOLSTERING TO PRESERVE THE SPECIFIED POSITION OF THE MESH DURING CONCRETE PLACEMENT AND FINISHING. RC -9. TERMINATE ALL DISCONTINUOUS ENDS OF TOP BARS WITH STANDARD ACI HOOKS. TURN HOOKS UP OR DOWN INTO SUPPORTING STRUCTURE, CORNER BARS SHALL BE SUPPLIED AND PLACED IN ADDITION TO HOOKED ENDS, PER THE DETAILS IN THESE DOCUMENTS, RC -10. PROVIDE THE FOLLOWING MINIMUM CONCRETE COVERAGE OVER REINFORCING UNLESS NOTED OTHERWISE: FOOTINGS, BOTTOM AND ENDS: 3' FOOTINGS, TOP: 2' SLAB ON GRADE, BOTTOM: 3' SLAB ON GRADE, TOP: 1' RC -11, PROVIDE CORE TESTING EVERY 50 CUBIC YARDS DURING SLAB POUR, RC -12. PROVIDE CONCRETE SLAB SAW CUTS PER ACI 224.38 AS FOLLOWS: MAX. JOINT WIDTH - 24 TO 36 TIMES SLAB THICKNESS (15' MAX. MAX, JOINT LENGTH - 1,5,TIMES THE WIDTH CUT DEPTH = .1/4 OF THE SLAB THICKNESS CI' MIND NOTE: SAW -CUT JOINTS SHOULD BE RUN WITHIN 4 TO 12 HRS. AFTER THE CONCRETE POUR NAS BEEN FINISHED Y AOft SCALE: 'iad = 1'-0' X Uj 11 1 FOOTING DESIGN CRITERIA �rG!1f�G1!/-////11C'/1�J WALL ASSEMBLY - A WALL ASSEMBLY — B (WA—A) (WA --B) DESCRIPTION SIZE P.L.F. SIZE P.L.F. ROOF WOOD TRU55/COMP SHINGLE 5.0' SPAN 185 25.1' SPAN 551 31 P5F/ 16' O.H. HIP SET WALL 8' CM.U. 10.0' BEAR. HT. 520 10.0" BEAR HT. 520 FOOTING CONC. MONOLYTHIC (2-"5) 16'W x 20'D 307 20'W X 20"D 383 TOTAL WALL ASSEMBLY 1,012 1,884 LOAD AT SOIL BEARING SOIL BEARING PRESSURE DESIGN LOAD: 2,500 PSF (WA—A) (WA --B) FOOTING SIZE: 16"W X 20"D 20"W X 20"D ALLOWABLE SOIL BEARING 1.3' X I.0' X 2500 PSF 1.6' X 1.0' X 2500 P5F AT FOOTING: 3,250 PLF 4,000 PLF SOIL BEARING LOAD AT FOOTING: 1,012 PLF 1,884 PLF ADEQUATE ADEQUATE CONCRETE NOTES �•"` REVISIONS r�`'�Y� A.I.A. FARA FOUNDATION NOTES/DETAILS ai3yi��al b NIM_ A'{` r c h i t e c t OFFICE BUILDING FOR: �� 780 Qeltona Blvd. Supe 1 0.5 � ® � L elton�l, Florida 32725 LOT 1 '® LEXINGTON R � J >3 36-574-327 1 � _j PROJECT NO.: 0LXl63a5,1 DATE: 13 JAN 2010 DRAWN BY: JTR \ 2. 2. y ' . &AEE LOAD TABLE NOTES 1, All values based on minimum 4' nominal bearing. Exception: Safe loads For unfilled (VARIES) i- lintels must be reduced by 209, if bearing length Is less than 6-1/2", OF LINTEL CAVITY 5a Fe loads for all recessed lintels based on a' nominal bearing. 2. N,R. = Not Rated. 3, 5afe loads are total superimposed allowable load on the section specified. 4. 5afe loads based on grade 40 or grade 60 field rebar. a ` 5. Additional lateral load capaclty can be obtained by the designer by providing 8"X8" PRECAST ti4 additional reinforced masonry above the precast lintel, 6, One 01 rebar may be substituted for two 05 rebars in a" lintels only. 1, The designer may evaluate concentrated loads From the safe load tables by calculating the maximum resisting moment and shear at d -away from the Face of support, a. For composite lintel heights not shown, use safe load from next lower height. 9, All safe loads in units of pounds per linear foot. A,B,C GENERAL. NOTE5 1. Provide full mortar head and bed Joints. , 2. Shore Filled lintels as required. :.; 3, Installation of lintel must comply with the architectural and/or structural drawings, 4. Lintels are manuFactured with 5-1/2' long notches at the ends to accommodate i;. vertical cell reinforcing and grouting. All lintels meet or exceed L/36O vertical deflection, except lintels I1'-4' and r longer with a nominal height of S' meet or exceed I-AaO. 6. Bottom Field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. "i a. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. 5afe load ratings based on rational design analysis per ACI 31a and AGI 530 M ATERI,AL& 1. f'c precast lintels = 3500 psi. 2. F'c prestressed lintels = 6000 psi, 3. F'c grout = 3000 psi w/ maximum 3/8' aggregate, 4. Concrete masonry units ((-MU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. Y - •5, Rebar provided in precast lintel per A5TM A615 GR6O. Field rebar per ASTM A615 GR40 or GR6O, 6. Prestressing strand per A5TM A41(b grade 210 low relaxation, 1. 1/32 wire per ASTM A510, 8. Mortar per ASTM C210 type M or 5. b "5 REBAR AT TOP 1-1/2' CLEAR CM.U. 'U' BLOCK POURED CONC. LINTEL TYPE VARIES (5EE LINTEL OPTION5) ACTUAu a" NOMINAL. WIE)TH F = LINTEL FILLED WITH GROUT/ UP UNFILLED c QUANTITY OF 05 REBAR AT BOTTOM OF LINTEL CAVITY �1 15/1 T NOMINAL WIDTI-1 L QUANTITY OF "5 NOMINAL HEIGHT REBAR AT TOP T"�FE E)E,5f NATION BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) i- 05 REBAR AT BOTTOM OF LINTEL CAVITY rn a ` OPTION — A 8"X8" PRECAST ti4 u� p � 8-8 A.F.F.. A,B,C (CANT. 8") r "5 REBAR AT TOP 1-1/2' CLEAR CM.U. 'U' BLOCK POURED CONC. LINTEL TYPE VARIES (5EE LINTEL OPTION5) ACTUAu a" NOMINAL. WIE)TH F = LINTEL FILLED WITH GROUT/ UP UNFILLED c QUANTITY OF 05 REBAR AT BOTTOM OF LINTEL CAVITY �1 15/1 T NOMINAL WIDTI-1 L QUANTITY OF "5 NOMINAL HEIGHT REBAR AT TOP T"�FE E)E,5f NATION H fig STEEL POW ER BOX 5/CJ" OPTION — S 8"x®" POWER BOX .LINTEL r� DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN '(NESE PANS. THESE PIANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.I.A. 8F16-1B/1T 8F22-1B/1T RECESSED 8F24-1B/1T SC,4L. E: N/,4 J J J INVERTED SXSX16 C.M.U. BOTTOM REINFORCING 'U" LINTEL CONC. FILLED PROVIDED IN LINTEL (VARIES) DBL, RIBBED • •5 REBAR AT BOTTOM POWER STEEL OF LINTEL CAVITY OPTION — C OPTION — 8°x8n POWER 8"xFIRST LLC 6" RECESSED STEL LINTEL PRECAST LINTEL LINTEL OPTIONS J r-' J r -- J Li 8'x8'x2'(H)-CONC. SLAB m EA. END OPTION -- E 8"X6" POWER SOX LINTEL SCALE.: I" � 1'-0" 13�r� A.I.A. EARA ;,<`T a r c h i t e c t 780 Deftoria Blvd. Suite 1 05 Deltona, Florida 32725 386•574•3271 , REG. ARCHITECT N.O. f'AROUOS998 BEARING WALL, SCHEDULE O TYPE BEAR. NT. (AFF.) LOCATION A CM,U. lm'-@' EXTERIOR B G.M.U. 12'-0 LINTEL SCHEDULE LINTEL TOTAL TYPE CLEAR HEADER HT, LINTEL COMMENTS N0. LENGTH SPAN OPTION L 1 4'-0" 8 F 24-OB/1T 2'-8" 8'-0" A,F.F, A,B,G L 2 4'-8" $ F 22-OB/1T 3'--4" 8'-0" A.F.F. D,E RECESSED L 3 -10'-$" 8 F 16-18/1T 9'-4" 10'-8" A.F.F. A,B,C COMP. LINTEL BEAM L 4 2 -0" 8 F 16-18/1T 0'- » COMP, LINTEL BEAM 8 BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) ' EXTERIOR 05 REBAR AT BOTTOM OF LINTEL CAVITY rn a ` OPTION — A 8"X8" PRECAST ti4 LINTEL H fig STEEL POW ER BOX 5/CJ" OPTION — S 8"x®" POWER BOX .LINTEL r� DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN '(NESE PANS. THESE PIANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.I.A. 8F16-1B/1T 8F22-1B/1T RECESSED 8F24-1B/1T SC,4L. E: N/,4 J J J INVERTED SXSX16 C.M.U. BOTTOM REINFORCING 'U" LINTEL CONC. FILLED PROVIDED IN LINTEL (VARIES) DBL, RIBBED • •5 REBAR AT BOTTOM POWER STEEL OF LINTEL CAVITY OPTION — C OPTION — 8°x8n POWER 8"xFIRST LLC 6" RECESSED STEL LINTEL PRECAST LINTEL LINTEL OPTIONS J r-' J r -- J Li 8'x8'x2'(H)-CONC. SLAB m EA. END OPTION -- E 8"X6" POWER SOX LINTEL SCALE.: I" � 1'-0" 13�r� A.I.A. EARA ;,<`T a r c h i t e c t 780 Deftoria Blvd. Suite 1 05 Deltona, Florida 32725 386•574•3271 , REG. ARCHITECT N.O. f'AROUOS998 BEARING WALL, SCHEDULE O TYPE BEAR. NT. (AFF.) LOCATION A CM,U. lm'-@' EXTERIOR B G.M.U. 12'-0 LINTEL SCHEDULE LINTEL TOTAL TYPE CLEAR HEADER HT, LINTEL COMMENTS N0. LENGTH SPAN OPTION L 1 4'-0" 8 F 24-OB/1T 2'-8" 8'-0" A,F.F, A,B,G L 2 4'-8" $ F 22-OB/1T 3'--4" 8'-0" A.F.F. D,E RECESSED L 3 -10'-$" 8 F 16-18/1T 9'-4" 10'-8" A.F.F. A,B,C COMP. LINTEL BEAM L 4 2 -0" 8 F 16-18/1T 0'- » COMP, LINTEL BEAM 8 ' EXTERIOR / PROJECT SHEET NO.* 0L•X1&3aL1 DATE: 13 JAN 2010 , DRAWN BY: �. JTR 8-8 A.F.F.. A,B,C (CANT. 8") / PROJECT SHEET NO.* 0L•X1&3aL1 DATE: 13 JAN 2010 , DRAWN BY: �. JTR HN.A.C. NOTES I. MECHANICAL TO BE PERMITTED AND INSTALLED AT FUTURE BUILDOUT. 2. ALL I-IVAC WORK TO BE COMPLETED AT BUILD OUT, u V 3, PERMENANT LOCATION OF A.P.U., CONDEN5ATE LINE5 4 COOLANT LINE5 TO BE DETERMINED AT FINAL BUILD OUT. V U r ASSEMBLY NOTE—) FRAME WALL S 3 -LAYER STUCCO FIN15H ON GALV, MTL, PAPER -5K RIBBED LATHE ATTACHED TO SHEATHING im ral.O.C. EA. WAY OVER td /—WOOD BASED EXTERIOR TYVEK OR EQUIVALENT MOISTER BARRIER SHEATHING (0.5.B. or PLYWD) OVER SHEATHING OVER 15 L5. FELT DRAINAGE PLANE 15/32' C -D f _YWOOD OR 1/16' O.S.B. SHEATHING W1 ALL EDGES BLOCKED AND ad COMMON NAILS a 41 O.C. AT EDGES 41 GALV, MTL. PAPER -5K 6' O.C. 6 THE SHEATHING INTERIOR RIBBED LATHE 3 -LAYER STUCCO FINISH (1/5' NOM. TPICKNE65) ,--DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER < < WOOD FRAME / MA50NRY INSULATION ?TIC V CMU LINTEL ---------METAL OR PLASTIC CONC, FILLED (SEE ELEVATION OF, EXPANSION JOINT W1 (1) 05 E34F CONT. FLOOR PLAN) 25' MIN. LAP OF CELL TRU55 BEAR. HT. _--MEMBRANE STRIP COVERING TOP OF MASONRY WALL WOOD FRAME / MASONRY REINF. INTERSECTION UNDER 8' MASONRY EXPAN51ON JOINT EQUAL TO EXTER WALL FROTECTO WRAP BT-20xL 9' (SEE :ELEVATION ORII II WIDE TO EXTEND 2' BELOW IF ,o FLOOR PLAN) THE G.M.U. 'qL' TRU55 BEAR. HT. CONC. FILLED BLK. CELL W/ (I-) if 05 ROD VERT, CONT. FROM FTR. TO TIE BEAM (W1 25' LAP) IT IOU5 FINISH cy) 8' MASONRY II EXTER. WALL --� EDGE Of= MASONRY WALL STUCCO EXPANSION JOINT DTL.- 20 CHANGE IN TIE BEAM SCALE: V-0' tl COMPOSITION SHINGLES OVER 1�, LB. COMPOSITION SHINGLES OVER 1�, L5. z FELT ON IF2/32' C -D PLYWD. OR FELT ON 15/32' C -D PLYWD. OR PRE-ENGINEERED '1116' D.S.B. SHEATHING PRE-ENGINEERED 71116' O.S.B. SHEATHING WE). TRU55 �w 241 O.C. WE), TRU55 24' O.G. MTL. DRIP EDGE MTL, DRIP EDGE x x ALUMN. FASCIA OVER 2X6 5U5-FA5CIA 2X(o SUB -FASCIA VENTED ALUMN. SOFFIT VENTED ALUMN. SOFFIT z 11 VALLEY TRUSSES Uj 2x4 Bt CKINCg 24' O.(f 2x4 NA LER PRE-ENGINEERED WE). TRU55 e 24' O.C.U4 I" PRE-ENGINEERED ILI w PRE-ENGINEERED 12'-0' A.F.P. OIL 12'-0' AFF WE). TRUSS o 241 O.C. COMPOSITION 5HINGLE5 OVER IE, LB., WD. TRUSS tv 241 O.C. COMPOSITION 6HINGLE5 OVER 15 LB. BEAR. HT. PRE-ENGINEERED -------- BEAR. HT. FELT ON IE5/32' C -D PLYWD, FELT ON IF2/32'C-D PLYWD.c)R WD. TRUSS w 24, O.C. 1/16' 0.5.5. SHEATHING '111ro' 0.5.5. SHEATHING SIMPSON META Iro w 24' O.C. 5IMP50N META 16 TRUSS ANCHOR SIMPSON META I(o SIMPSON META I(o -,a,- (UNLESS OTHERWISE SIMPSON META Iro TRU55 ANCHOR ,--5IMF5ON META 16 TRUSS ANCHOR (UNLESS OTHERW15E (UNLE55 OTHERW15E NOTED ON ROOF PLAN) 0 1w TED ON ROOF PLAN) NOTED ON ROOF PLAN) ttt Vxl(o'(D) COMPOSITE LINTEL -A 10'-0' A.F.F. BEAM (SEE LINTEL 5CHED, 10'-0' A,FF. ul "U BEAR. HT, FOR TYPE 4 REINF.) 'qU BEAR HT, VxIiI COMPOSITE LINTEL ILII BEAM (SEE LINTEL SCHED. 10'-0' A.F.F. 101 0' A.F.F. II FOR TYPE 4 REINFd A,' I BEAR. OT, 1/2' EXTR. CLG. BOARD T, BEAR. HT. rl_. DRIP EDGE MTL. DRIP EDGE Ix4 P.T. PURRING HORIZ. W/ J CONC. FILLED V CMU (2) ROWS ad NAILS * 5' C),C, CONC, FILLED V CMU it 11' LINTEL W1 (1) 11�, LINTEL W1 (1) *E� 2xa FASCIA or 2xa FASCIA or BAR CONT. BAR CONT. 114 CONC, FILLED V CMU Ixa FASCIA OVER CONC. FILLED 'LP CMU Ixa FASCIA OVER .11 2x4 5UB-FASCIA 2x4 5UE3-FA5CIA LINTEL W1 (1) LINTEL W1 (1) *S Ir2/32' C -D PLYWOOD OR 1116' 0.5.5. BAR CONT. VENTED ALUMN. BAR CONT. VENTED ALUMN, SOFFIT HORIZ, LADDER -TYPE It SHEATHING W/ALL EDGES BLOCKED AND PORIZ. LADDER -TYPE CEMENTITIOUS FINISH JOINT REINF. 6 16' O.C. VERT. 06 RING SHANK NAILS iD 4' O.C. AT EDGES JOINT FEINF. s 16' O.C. VERT. (TYP, tv C.M.U. WALI-5)-," 4 ro' O.C. ID THE SHEATHING INTERIOR (TYF, tv C,M.U. WALLS) --------- LINTEL HEADER (SEE LINTEL 5CPED. ;IIFOR TYPE 4 REINF.)'CEMENTITIOUS FINISH TYVEK OR EQUIVALENT MOISTER axax](0 C.M.U. BARRIER OVER SHEATHING (-EMENTITIOU5 FINISH i IL a/0x1e, C.M.U. II axaxlro C.M.U.It LADDER -TYPE -,--lx4 P.T. FURRING VERT. W/ JOINT REINF. w I(o' O.C. VERT. (2) ROWS 13/ei' CASE (TYP. a C.M.U. WALLS) —HORIZ. LADDER -TYPE HARDENED NAILS * a' O.C. JOINT REINF, v 16' O.C. VERT, •CONC. FILLED 5L< CELL W1 CONC. FILLED BLK. CELL W/ ALUMN, WINDOW WT. (TYP, 0 C.M.U. WALLS) CONC. FILLED 5LK. CELL W1 CIO (1) 11�, FOE) VERT. CONT. FROM HORIZ. EXTR. 51DING W1 (1) 05 ROD VERT, CONT. FROM 0) O�> ROD VERT, CONT. FROM 4t FTR. TO TIE BEAM W1 25' LAP (2) I/4'GALV. ROOFING FTR. TO TIE BEAM W1 2r,' LAP _j eD E3,rm. 4 10' HOOK fD LINTEL- NAILS 1@ EA. IX4 FURRING 'D BTM. 4 10' HOOK s LINTEL -\ FTR. TO TIE BEAM W/ 2E�' LAP P.C. CONIC, SILL FILLED BLK. CELL W1 ffl BTM. 4 10' HOOK ID LINTEL (1) -5 ROD VERT. CONT, FROM FTR. TO TIE BEAM W/ 2e,' LAP RECESS SLAB 3/4' X 13/4'W RECESS SLAB 3/4' X 13/4'W HORIZ. LADDER -TYPE w BTM. 4 10' HOOK LINTEL tv BLOCK WALL )t 144 P.T. FURRING HORIZ. W1 BLOCK WALL JOINT REINF, to Iro' O.C. VERT, (2) ROWS Oka' CASE (TYP, -m C.M.U. WALLS) a/,OX16 C.M.U. (-�M.U. 4' CONC. SLAB W1 bxro HARDENED NAILS tv a' O.C. 4' CONC. SLAB W1 rox(o 4, 010 WELDED WIFE MESH 010 WELDED WIRE MESH FECE55 SLAB 3/4' X 13/41W 3/ OF FIBERME5k REINF. OR F115ERIMESI-I REINF 4' CONC, SLAB W/ roxc? tD BLOCK WALL 4' CONC. SLAB W/ ox(�, RECESS SLAB 4' X 13/41W 01-0. 01.0. II W1 : 4, 0. 010 WELDED WIFE MESH 010 WELDED WIFE MESH s BLOCK WALL 01 Z OR FIBERMESH REINF, OR FIBERMESH REINF.- • FINISHED F 4; FIN15HED F lu r .6-4 - - - - 11. ' iNIE)HED FLOOR 4 LOO N 010, 6 -MIL. VAPOR FINISHED FLOOR FINISHED 6 -MIL. VAPOR FL 4' CONC, 1@ 4 'j CIA 4* CONC. SLAB w WELL COMPACTED WELL COMPACTED ro-MIL. VAPOR BARRIER G., TERMITE TREATED FILL - y BARRIER ON CLEAN, j, z c{1 cel TERMITE TREATED FILL y GRADE BARRIER ON CLEAN, ENTRY BARRIER ON CLEAN, ENTRY 10 ro-MIL. VAPOR j WELL COMPACTED WELL COMPACTED GRADE Iro'x2O'(D) CONT. MONO, 36'x20'(D) CONT. MONO, TERMITE TREATED FILL� TERMITE TREATED FILL \_ (1) 05 VERT. W/ 25' LAP (1) 05 VERT, W1 25' LAP 4 FTG. W1 (2) 15 CONT, le" FTG. W1 (3) 05 CONT. I -w FTG, Y_ Y_ 10' HOOK tv FTG. 10' HOOK 16,40*(D) CONT. MONO. 16`40'(D) CONT. MONO. FTC/. W/ (2) 05 CONT. I FTG. W/ (2) 05 CONT. (1) -5 VERT. W/ 25, LAP 4 10' HOOK tv FTG, is SCALE: V-0' I,_0, 4 BEAM ENTRY SCALE: '/2 3 COLUMN ENTRY 2 TYP. C.M.U. WALL (W/ WINDOW) 5C -ALE: 1 TYP. C.M.U. WALL 5( --ALE, 1/2' 1 -0 ------ ---- - REVISIONS DETAILS PROJECT NO.: SHEET NO.: DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND REMO, A.I.A.FAM c OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND ]FIRS L_ (0 cy) 0LXI&3a6I DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR a r c h i t e c t OFFICE BUILDING FOR: BAR OF CELL 'N OR [F PRE-ENGINEERED COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE U_ L. DATE: COMMERCIAL g 780 EDeltona Blvd. Suite 1 0-5 13 JAN 2010 IL THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND . . . . . . . . [Deltona, Florida 32725 LOT 1 6 LEXII,NGTONPARK >(] <) _0j >(D DRAWN BY: CONSENT OF GERALD R. GROSS, A.I.A. C O'NS"RUCTION 386-574-3271 _j FL. REG. ARCHITECT NO. ^RO005998 SANFORD,, FLORIDA JTR LLC qU ) 2 I 4 2x4'5 FIRE5TOPPED 1. NAILHEADS EXPOSED OR COVERED W1 JOINT FINISHER. C10 2. JOINTS - EXP05ED OR COVERED W1 F15ER TAPE AND JOINT FINISHER. AS AN ALTERNATE, NOMINAL 3/32" THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLA55IFIED VENEER 5A51HE50ARD5. JOINTS REINFORCED. System No. W -L-1054 System No. W -L-2135 -1/a' LONG, 0.0915' 3. NAILS - &d CEMENT COATED NAIL5 I December 04,* 2002 December 20, 2000 SHANK DIAM,, 1/4' DIAM, HEADS, AND ad CEMENT COATED Ce F Ratings -- I and 2 Hr (5 -se items I and 3) F Rating Hr' NAILS 2-3/8" -LONr-3, 0:113" SHANK DIAM,, 9/32" DIAM, HEADS. T Rating -- 0 Hr T Rating I Hr < L Rating At Ambient -- Lees Than I CFM/5q Ft L Rating At 400 F -- 4 (_-FM/5cj Ft 4. GYPSUM 50ARD - 5/8" THICK PAPER OR VINYL SURFACED, W1 BEVELED, 5aUARE, OR TAPERED EDGER, APPLIED EITHER HORIZONTALLY OF VERTICALLY. GYPSUM PANELS NAILED Z 1A O.C. W/ (od CEMENT COATED NAILS 1-1/0' LONG, 0,091E�' SHANK --A to DIAM. AND IE)/(o4' DIAM, HEADS, WHEN U5ED IN WIDTHS OTHER 0 2 THAN 4a', r;iYP51JM PANEL5 ARE TO E3F_ IN6TALLED PORIZ, 3B A A 3B4 41- 1 -HOUR FIRE PARTITION (UL4 263/Des No. U305) Z —A 3 X SECTION A -A -A 2 3A PRE-ENGINEERED LU -A— VALLEY TRU55 w 24' O,C. 1. Wall Assembly SECTION A -A The I or 2 hr Fire -rated gypsum wallboard/stud wall COMP05ITION SHINGLES OVER ,issembly shall be constructed or the materials and in the manner 1. Wall Assembly -- The fire -rated gypsum wallboard/stud wall assembly 15 L5. FELT ON SHEATHING 4'-0' MIN. 4'-0' MIN. specified In the individual U300 or U400 eerles Wall and Partition shall be constructed of the materials and in the manner specified in the 5/a' TYPE C or TYPE C or Designs In the UL Fire Resistance Directory and shall include the individual U300 or U400 Series Wall and Partition Designs in the UL Fire VALLEY FRAMING FIRECORE DRYWALL FIFRECORE DRYWALL Following construction Features: Resistance Directory and shall include the following construction features: (SEE 31/5-3) FLA5PINGA5 REa'D UNDER SHEATHING UNDEFR SHEATHING COMPOSITION SHINGLES OVER max 24 in. OC. (SEE 52/5-3) le, L5. FELT ON SHEATHING A. Studs -- Wall Framing may consist of either wood studs or steel A. Studs -- Wall framing may consist of either wood studs or steel channel channel studs. Wood et%e to consist of nom 2 by 4 in. lumber spaced 1�8, studs. Wood studs to consist of nom by 4 in. lumber spaced 16 in. OC. F in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in, OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. When steel 5tucI5 are used and the diam OF opening exceeds the width OF stud cavity, the opening shall be Framed an all sides using lengths of B. Gypsum Board" -- One layer of nom 5/8 in. thick gypsum wallboard, as X steel stud installed between the vertical studs and screw -attached to 5/8' TYPE C or F I;RECORE TYPE C, or FIREC,0RE the steel studs at each end. The Framed opening In the wall shall be 4 to specified in the individual Wall and Par . tition Design. Max diam of opening is DRY ALL -UNDER 5HEATHIN I [DRYWALL, NDER SHEATHING 7-1/4 in. DBL. 2X4 TOP PLATE (o in, wider and 4 to ro In, higher than the diam or the penetrating Item 2. Through Penetrants -- One nonmetallic pipe to be centered within the such that, when the penetrating Item Is Installed in the opening, a 2 to 3 firestosystem. An annular space of 1/4 to 3/8 in. is required in the in. clearance is present between the penetrating Item and the framing on p fire5top system. Pipe to be rigidly supported on both sides of wall assembly. all Four sides. The following types and sizes of nonmetallic pipes may be used: PRE-ENGINEERED 4 6 in. diam (or smaller) Schedule PRE-ENGINEERED TRU55 T 24' O.C. B. Gypsum Boards- EVa in, thick, 4 rt wide with square or tapered edges. A. Polyvinyl Chloride (PVC) Pipe -- Norn TR,1!5!5 * 24' O.C. The gypsum board type, thickness, number OF layers, Fastener type and 40 cellular or solid core PVC pipe for use in closed (process or supply) or sheet orientation shall be as specified in the Individual U300 or U400 vented (drain, waste or vent) piping system. 5erles Design In the UL Fire Re6letance Directory. Max diam or opening 16 32-1/4 In. for steel stud walls. Max diam of opening is 14-1/2 In. For B. Chlorinated Polyvinyl Chloride (CPUC) Pipe -- Nom in. diam (or smaller) SDR 17 CPVC pipe for use in closed (process or supply) or vented (drain, wood stud walls, waste or vent) piping systems. The F Rating OF the Firestop system Is --clu4i to the fire rating of the wall C. Acrylonitrile Butadiene Styrene (ABS) Pipe -- Nom 6 in. (or smaller) 101-0' A.F.F. 101-01 A.FP. assembly. diam Schedule 40 cellular or solid core ABS pipe for use in closed (process BEAR. HT. BEAR HT. or supply) or vented (drain, waste or vent) piping systems. co _j 2. Through -Penetrants 3, Firestop System -- The firestop system shall consist of the following: One met,9111c; pipe, conduit or tubing to be 1 -HOUR FIRE PARTITION, Installed either concentrically or eccentrically within the r1restop system. -- Min 1/2 in, thickness of fill i -HOUR FIRE PARTITION, < The annular space shall be min 0 In. to max 2-1/4 In, pipe may be installed A. Fill, Void or Cavity Material* -- Caulk with continuous point contact. Pipe, conduit or tubing may be Installed at material applied within the annulus, flush with both surfaces of wall. DBL, 2X4 TOP PLATE UL DE5 00E� DBL. 2X4 TOP PLATE UL- DE5 U305an angle not greater than 45 degrees from perpendicular. Pipe, conduit RECTORSEAL - Metacaulk 1000 (SEE DTL. 41/5-2) W or tubing to be rigidly supported on both sides of wall assembly. The (SEE DTL. 41/5-2) following types and sizes OF metallic pipes, conduits or tubing may be B. Firestop Device* -- GaIv steel collar lined with an intumescent material used: sized to fit specific diam of the through penetrant. Device to be installed around through penetrant in accordance with accompanying installation E) 2X4 WD. BLOCKING 0 F,' -O' A.F.F. 2X4 W. BLOCKING im 5'-0' A.F.F. Z A. Steel Pipe - Nam 30 in diam (or smaller) Schedule 10 (or heavier) instructions. Device incorporates anchor tabs for securement to both steel pipe. surfaces of the wall by means of 1/8 in. diameter by 2-1/2 in, long steel 5, Iron Pipe - Nom 30 In, diam (or smaller) cast or ductile iron pipe. hollow wall anchors at each anchor tab. 0 lips Collar C, Conduit - Nom 4 in diam (or smaller) steel electrical metallic tubing or 1*19WCPYPIC�% CIR 2x4 STUDS 1w16' O.G. 2x4 STUDS 10 lo' O.C. C- In. diam steel conduit. /--2x4 PT. BTM. PLT.D. Copper Tubing - Nam 6in. diam (or smaller) Type L (or heavier) 2x4 FT. 5TM, PLT, W1 T -NAILS 1024' O.G. copper tubing. W1 T -NAILS 1D 24' O.C. F. Copper Pipe - Nom ro in, diam (or smaller) regular (or heavier)4' CONC. SLAB W1 &xro copper pipe. 4' CONG, SLAB W1 (ox& 010 WELDED WIFE ME511 010 WELDED WIFE MESH 10 FIBERIIE62H REINF. OR FIBERME51-1 REINF. 3. Fill, Void or Cavity Material* Sealant - Min 5/8 in. thickness of fill material applied within the annulus, Flush with both surfaces or wall. At the 0i o. point or continuous contact locations between pipe and wall, 6 min 1/2 In. 01-0. X11 - - ___ . F lied at the pipe wall Interface an 4';: -:1. FIN L diam bead of Fill material shall be app 4' :Z '4" FIN, FLR both surfaces OF wall 1IILTI CONSTRUCTION CHEMICALS, [DIV OF ON Z(O-MIL. VAPOR BARRIER HILTI INC -- F5 -One Sealant z -&-MIL, VAPOR BARRIER ON CLEAN, WELL COMPACTED TERMITE CLEAN, TREATED FILL WELL COMPACTED TERMITE TREATED FILL f5earine the UL Classification Mark 12 1 -HR. FRAME FIRE PARTITION VALLEY TRUSSES SCALE: '/2' 1'-0' 11 TYPICAL 1 -HR. FRAME FIRE PARTITION 5(_ -ALE: 1/2' z 1'-0' C5 E7 FR f=1 L.4 FIR I E 'PARTITION DETAILS REVISIONS PROJECT NO.: SHEET NO.: OLXI&3a,52 0FR00SA.I.A. FARA (y) DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND FIRST co OFFICE BUILDING FOR' DATE - OTHER PROPERTY RIGHTS IN THESE PLANS. 'THESE PLANS AND a r c h i t e c t CL DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR 13 JAN 2010 COPIED IN ANY FORM OR MANNER WHATSOEVER, X 0 a) NOR ARE COMMERCIAL 780 EDeltona Blvd. Suite 105 S-2 THEY TO BE ASSIGNED TO ANY PAR7"Y WITHouT FIRST [Deltona, Florida 32725 LOT 1 6 LEXINGTON PARK a) _j > DRAWN BY: OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONST RU C,"r'ION _j JTFR CONSENT OF GERALD R. GROSS, A.I.A. 3 86 5 7 4 -3 —7 7 1 FL. REG. ARCHITECT NO. �R0005998 • SAnFOM, F1401UDA LLC i ilk SHINGLES VENEER (SEE ELEV,) SUBTERRANEAN TERMITE PROTECTION FELT PAPER CEMENTITIOU5 FINISH 4.., CLEARANCE BETWEEN EXTERIOR WALL " ALUMN, WINDOW 4'x5' 26 GAUGE GALV. ALUMN, ROOF 50EATHING COVERINGS AND FINAL EARTH GRADE I1 (INSTALLED AS PER Q FLASHING W/ 1'/4' ELECTRO GAL\/, ON THE BUILDING SHALL NOT BE LESS II MANUF. SPECS.) SXSX16 C.M.U. ROOFING NAILS s ro' O.C. W/ ALL TRU55 TOP CORD MEMBER THAN 6 INCHES, (FBC 1403,1.6) EXCEPT: II WEATHER PLASTIC ROOF CEMENT I. PAINT OR DECORATIVE CEMENTITIOUS 11 ABV. 4 BLW. FLASHING 28 GAUGE GALV, ALUMN, DRIP FINISH LESS THAN %' THICK ADHERED DIRECTLY TO THE MASONRY FOUNDATION Q INSERT FI ROD IN 71 EDGE W/ 11/4' ELECTRO GALS/. � I I .� SHINGLES ROOFING NAILS 1@ 4' O.C. W/ ALL 51DEWALL. I I EPXOY FILLED DRILLED WEATHER PLASTIC ROOF CEMENT 2. ACCESS OR VEHICLE RAMPS WHICH Z II HOLE FELT PAPER BTWN, FELT PAPER 4 5HINGLE5 RI5E TO THE INTERIOR FIN15H FLOOR ELEVATION Y I n lJ \ (FIRST 18' FROM EDGE) r FOR THE WIDTH OF SUCH RAMPS ONLY. `- 4' CONC. SLAB W/roX6 010 - 3. A FOUR INCH INSPECTION SPACE ABOVE a) 11 WELDED WIRE ME5H � - - PATIO AND GARAGE SLABS AND ENTRY AREAS. 11 4. IF THE PATIO HAS BEEN SOIL TREATED FOR DRYWALL ALUMN. WINDOW W/ Ili TERMITES, THE FINISH ELEVATION MAY MATCH (d'-0' "11 Ix4 P.T. WINDOW BUCK W/ FASTENERS A5 PER THE BUILDING INTERIOR FINISH FLOOR Ix6 P.T. FURRING STRIPS ELEVATION ON MASONRY CONSTRUCTION ONLY. FINISHED FLOOR Z TAPGONS AS PER SCHEDULE MANUF, SPECS:---_ a CEMENTITIOUS FINISH ROOF SHEATHING 5. MA50NRY VENEERS i 11 CONDENSATE LINES AN17 ROOF DOWN SPOUTS SHALL Ix4 P.T. WINDOW BUCK W/ ° n TRUSS TOP /4 x 2 TAPCONS (EMBED. SXSXI6 C M.U. CORD MEMBER DISCHARGE 1D LEAST ONE FOOT AWAY FROM THE DRILL 3/4' DIA. HOLE 8 (MIND IWINDOW V A M B ` DETAIL SCALE: I' = I' -ON 1'/4" INTO CONG.) tD 12" O.G.-- STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND INTO CON(. FTG. W/ --- PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS LOC-TITE 2 -PART EPDXY WITH DOWN SPOUTS ARE REQUIRED ON ALL BUILDINGS SEE FOUNDATION PLAN FOR Ixo P,T, FURRING STRIPS lie' DRYWALL WITH EAVES OF LE55 THAN 51X INCHES HORIZONTAL FOOTER SIZE AND REINF. ^- 2 - 81DE WINDOW BUCK 53FLASHING 55 T L DRIP PROJECTION EXCEPT FOR GABLE AND RAKES OR ON A 4 FTG. TYPE � M E A ROOF ABOVE ANOTHER ROOF. IRRIGATION/SPRINKLER SCALE: IN _ I' -Cd' AND RISERS FOR SPRAY HEADS SHALL NOT BE THIS APPLICATION COMPLIES WITH THE LETTER IN INTENT:OF.TPE STANDARD. ANGLE SCALE: 2" = P - O" EDGE SCALE: 2" - 1'-0" INSTALLED WITHIN ONE FOOT OF THE BUILDING 51DEWALL. BUILDING CODE AND THE DETAILS OF REINFORCEMENT A5 PUBLISHED BY THE (FBc 1503.4,4) AMERICAN CONCRETE INSTITUTE, SPECIFICALLY. 318-89. AN APPROVED PHYSICAL BARRIER SHALL AL50 BE CEMENTITIOU5 FINISH '/z' DRYWALL CEMENTITIOU5 FIN15H - 1/2' DRYWALL INSTALLED FROM BELOW THE WALL SILL PLATE OR `� eVIT w SHINGLES FIRST BLOCK COURSE HORIZONTALLY To EMBED INA ALUMN. WINDOW LINTEL HEADER LINTEL HEADERMORTAR JOINT, IF MASONRY, EXTENDS BELOW GRADE, A 33 D®M r EL REI L /\ EMENT DETAIL (INSTALLED AS PER (SEE LINTEL SCHEDULE (SEE LINTEL SCHEDULE TRUSS TOP CORD MEMBER VENEER (SEE ELEV,) TERMITE PROTECTIVE TREATMENT MUST BE APPLIED To r ► MANUF. SPECS.) FOR TYPE 4 REINF:I - FOR TYPE 4 REINF,) 4J THE CAVITY CAVITY CREATED BETWEEN THE VENEER ROOF SHEATHING AND THE FOUNDATION, IN LIEU OF A PHYSICAL BARRIER Ix6 P,T, FURRING STRIPS �` Ix2 P.T. FURRING STRIPS 4"x5" 26 GAUGE GALV. . (FBc all6.z) 15/32' C -D PLYWOOD OR FELT PAPER FLASHING W/ 1'/4' ELECALV. BRICK, STONE, OR OTHER VENEER SHALL BE SUPPORTED Ix4 P.T. WINDOW BUCK W/ ROOFING NAILS m 6' O.C.ALL BY A CONCRETE BEARING LEDGE OF- SUCH THICKNESS Ix4 P.T. WINDOW BUCK W/ x/16 O,S.B, SHEATHING 1/4' x 2' TAPCON5 (EMBED. 24'(W) 26 GAUGE GALV: ALUMN. FLASHING WEATHER PLASTIC ROOF CEMENT AS REQUIRED BY CHAPTER 14, WHICH I5 POURED F45TTAPCE NS AS PER W/ ALL EDGES BLOCKED 1'/4' INTO CONC.) t' 12' O.C. W/ 11/4" ELECTRO GALV. ROOFING ABY, 4 BLW, FLASHING INTEGRALLY WITH THE CONCRETE FOUNDATION. NO FASTENER SCHEDULE AND SD COMMON NAILS NAILS m 6' O.C. W/ ALL WEATHER SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH m 4' O.C. AT EDGESJ�Z�rIxro HEADER FURRING WILL CREATE A HIDDEN COLD JOINT SHALL BE USED PLASTIC ROOF CEMENT ABV, SHWGLES WITHOUT SUPPLEMENTAL TREATMENT IN THE FOUNDATION 4 BLW. FLASHING UNLE55 THERE 15 AN APPROVED PHYSICAL BARRIER FELT PAPER (FBC 2116.2) CLEARANCE BETWEEN WOE) SIDING AND EARTH ON THE EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN 6 INCHES EXCEPT -WHERE SIDING, SHEATHING, AND WALL FRAMING ARE OF APPROVED PRESERVATIVE TREATED WOOD OR APPROVED NATURALLY DURABLE WOOD. SIMPSON MTSM 16 SCREW SCREW NO. OF FSTNRS, EA. END DIAMETER:LENGTH; NO. OF SCREWS . UPLIFT LATERAL 1/4" 2 1/4" 4 840 275 2x4 BLOCKING 9 6 O.C. WINDOW FLANGE SIZE NO. OF FSTNRS, EA. END ALUMN. WINDOW W/ W/ (2) 10d m EA. END To 2 /2 3X " FASTENERS ASPER PLYWD, MANUF. SPECS. WINDOW HEADER DETAIL C'7 2 4'lW) 3/4' PLYWD. W/ (2) 8d SCALE: 1' I'-0" � Xro 6 o.c. Q� 3 1 - HEADER FRAMING SECTION 3 2080 - 3080 3 > 3080 W/ (1) SIDE LITE ALUMN, WINDOW SCALE: I' = 1'-0' 3 3080 W/ (2) SIDE LITE5 (FEC 2204.2fo) (INSTALLED A9 PER DECKS, FENCES, PAT 105,. PLANTERS, OR OTHER WOODEN 5TRAP6 MAY BE DOUBLED FOR 1680 LES. UFLIFT MANUF, SPECS.) 1 BUILDING COMPONENTS THAT DIRECTLY ABUT THE Q 550 LBS LATERAL LOAD 51DEWALL OF THE FOUNDATION OR THE STRUCTURE SHALL WD. OR MARBLE SILL LINTEL HEADER BE CONSTRUCTED 50 AS TO PROVIDE:1 . SCREWS TO BE EMBEDDED IN CON(, FILLED LINTEL BLK OR P.C, CONC. SILL (SEE LINTEL SCHEDULE I. IS INCHES CLEARANCE BENEATH, OR FOR TYPE t REINF,) 2. 6 INCHES CLEARANCE BETWEEN THE TOP OF THE CONC. FILLED BLK. CELL SXSx16 cM.U. Ex COMPONENT AND THE EXTERIOR WALL COVERING 2. CALCULATIONS BASED ON THE ALLOWABLE LOADS 1 -'_ 3 Ix4 P.T. WINDOW BUCK W/ 52 FLASHING oR, CEMENTITIOU5 FINISH \ I - >x �/ " REPORT 3370 ICBO X 133% UPLIFT FACTOR. - a x 2" TAPCON5 (EMBED. 3. HAVE COMPONENTS THAT ARE EASILY, REMOVABLE ( # � Ix2 P.T. FURRING STRIPS I'/4" INTO CON(.) a 12' O.C. SCALE: 2" = 1'-O" INSPECTION OF FFOUNDOATION SIDOW EWALL AND 3. SCREWS MUST BE INSTALLED AS P,ER MANUF. SPEC. axaxi6 C.M.U.�. 15/32' C -D PLYWOOD OR VALLEY V132 O,S.B. SHEATHING TREATMENT FOR TERMITES. (FBC 23042.7) ALUMN. WINDOW 1/2' DRYWALL 2 W/ ALL EDGES BLOCKED AND SD COMMON NAILS 48'x12 E GALV, ALUMN. OFF-RIDG 56 -- FLASHING* GABLE/WALL SUBTERRANEAN TERMITE P - ENGINEERED tRU55 fD 4' O.C. AT EDGES VENT W/ 0/4' ELECTRO GALV. SCALE 2".._. �:-01 PROTECTION ,ROOFING NAILS m 6" O.C. W/ ALL. 7-10d TRU55 WEATHER LAS ROOF CEMENT WINDOW SILL DETAIL ARCH FRAMED HEADER DETAIL SCALE: 1/2' A 1'-0' ABV. t BLW, FLASHING SCALE: I" = I'-0" 5HINGLE5 SIMPSON MTSM 16 ROOF SHEATHING x 21/4' PRECAST LINTEL FILLED BUCK" TRUSS TOP W/ CONC, W/ (1) 05 TITEN SCREWS Ix4 P.T. S.Y,F, CORD MEMBER BAR CONT. (STUD GRADE) 8' C.M.U, WALL FASTENERS: 1/4" X 2" TAPCON (11/4' EMBED. INTO CONC.) HEADER. BUCK FASTENERS WINDOW FLANGE SIZE NO. OF FSTNRS, EA. END IX 2 /2 3X 2 2X 2 3X 2 32 - OPTIONAL TRUSS,TIE .S6ALF: 3/4'. = 1�-Oq ' 2x4 FRAMING f: HOLE 3/1� X 21/2 TAFCON SIDE 5UGK FASTENERS, WINDOW FLANGE SIZE NO, OF FSTNRS. EA.51DE X2 2 X3 2 X4 2 X5 2 Xro 3 X-1 3 XS 3 BUCK: 1x4 P.T. &,YF. (STUD GRADE) FASTENERS 1/4" X 2" TAPCON (1'/4' EMBED. INTO CONC,) OR 3/1v X 2112" TAPCON IN SHEATHING FOR VE NT (13/4'. EMBED, INTO CONC.) (13/4' EMBED. INTO GONG) TRUSS TOP CORD BEYOND 1X4P.T.. BUCK W/ TAPCON FASTENERS FASTENER SCHEDULE DOOR SIZE MIN. " F$ NR5, EA.51DE HEAD SINGLE DOOR DBL, 20roa - 2868 3 2065 - 3068 3 2 3068 W/ (1) SIDE LITE 3 3 3068 W/ (2) SIDE LITES 3 3 2080 - 3080 3 2 3080 W/ (1) SIDE LITE 4 3 3080 W/ (2) SIDE LITE5 4 3 FASTENER SCHEDUL DOOR SIZE MIN, I FSTNRS, EA.51DE HEAD DOUBLE DOOR DBL, 20roa - 2868 3 3 DBL.30ro8 4 4 DBL. 3068 W/ (2) SIDE LITE$ 4 5 DBL. 2080 - 2680 4 3 DBL. 2880 - 3080 4 4 DBL, 3080 W/ (2) SIDE LITES 5 5 OFF-HIDGE 1X4 P.T. BUCK W/ TAPCON FASTENERS VENT. SCALE: 2" �NGINEERINC��5PEC5. WIND LOAD FACTOR UP TO: -44,1 1-55. PER 5Q. FT: HEADER +35.9 L55. PER 5Q, FT, ENGINEERING SPECS. BUCK MASONRY WIND LOAD FACTOR UP TO: -44,7 LBS, PER SQ, FT. WINDOW LOCATION MAY BE AT ANY POINT ON A WALL 4' MAX' OPENING +35.9 LBS. PER 5Q. FT. 2' MIN. SIDE WINDOW 15 LOCATED BELOW 3rD' ABOVE THE GROUND DOOR LOCATION MAY BE AT ANY POINT ON A WALL BUCK HEADER Z X HEADER / ♦ o0o FASTENER REQUIRED TO BE WITHIN 4' OF BUCK END BUCK `� �BUCK FASTENER REQUIRED TO BE WITHIN 4' OF BUCK END NO CLOSER THAN 2 FROM BUCK END E ROOF 'ASSEMR1 Y DETAILS SHEATHING TYPE & FASTENING: 15/32' C -D PLYWOOD OR 7/16' 0.5.5, SHEATHING W/ 8d COMMON NAILS fD 4" O.C. ON EDGES AND FIRST FOUR FEET OF ROOF SHEATHING FROM ALL EDGES, AND 6' O.C. -w SHEATHING INTERIOR FELT PAPER TYPE & FASTENING: COMPOSITION 15 LB, FELT OVER SHEATHING W/ '/e' CAPPED ROOFING NAILS m 6' O.G. m OVERLAPS 4 12' O.C. tv FELT INTERIOR SHINGLE TYPE & FASTENING: COMPOSITION COMP051TION SHINGLES W/ (6) 11/4" ELECTRO GALV, ROOFING NAILS im EA. SHINGLE W/ FULL SHEATHING PENETRATION VENT TYPE &. FASTENING: 4'-0" x I'-0' GALV, OFF -RIDGE VENT5 W/ 11/4' ELECTRO GALV. ROOFING NAILS tv 6' O,C, FLASHING TYPE & FASTENING: COMPOSITION 26 GAUGE GALV. ALUMN. FLASHING W/ 1'/4' a ELECTRO GALV, ROOFING NAIL -5 m 6 O.G. / / 14lb♦ o I s♦ o0 I ' ♦'♦ RIDGE 1 so ♦♦ I �/O u 1 \�ool ♦e♦ � I : '�` o OQ / ♦� o e NO CLOSER THAN 2' FROM BUCK END FASTENER TO BE SPACED EQUALLY 51DE `t SIDE 4 FULL EMBED. OF SCREW HEAD INTO BUCK BUCK BUCK FASTENERS TO BE SPACED EQUALLY . WINDOW STYLES INCLUDE: SINGLE/DOUBLE HUNG., 4 FULL EMBED, OF SCREW HEAD INTO BUCK HORIZONTAL ROLLER, AWNING OR FIXED GLASS DOOR DOOR BUCK TO BE MIN. OF 3/4' THK. 2-16d TOE NAIL m RIDGE BEAM WINDOW BUCK TO BE MIN, OF 3/4' THK. OPNG, WINDOW OPNG. Z / 2x8 RIDGE BEAM Iv SIMPSON L5TA 12 W/ EXRD EXISTING RAFTER AFTER 10-10d WHEN ROR TRUSS TOP CO EXCEEDS -0 UNDER SHEATHING MASONRY WINDOW OPENINGS U) .(ALL BRANDS)SCALE: N/A DOOR OPENINGS (ALL BRANDS) cLi . 2x6 CONY. FRAMED RAFTERS w Q EA. RAFTER TIED TO 2x6 PLATE w/ ' SIMP50N MTS -12 OR 4-Irod TOE NAIL 2x8 RIDGE , - H 2.5 BEAM INTO LAST TRU55 TO - FORM VALLEY RIDGE ' x6 PLATE W/ SIMPSON 2x4 COLLAR TIE W/ 3-10d - M75 12 * 48' O,G, TIED TO / fD EA. END m EVERY THIRD ; , ROOF TRUSSES BELOW ` PAIR OF RAFTERS OR FOR OR EA, 6 SPANS OVER 10'-0' (3) SIMPSON 5D5 1/4'x31/2" SCREW IT EA, TRUSS OR RAFTER MEMBER UNDER SHEATHING 34.' o,C, MAX. ROOF ASSEMBLY/ NAILING DETAIL SCALE 1/4" ,' 37 VALLEY CONV. FRAMING DTL. REVISIONS DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT ANDMin y/tf DETAILS PROJECT NO.: SHEET NO.: FIRS FRO 0 0 A.I.A. FARA 0LX162a53 OTHER PROPERTY RIGHTS IN THESE PIANS. THESE PLANS AND c�r� s DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR r� a r C h I C e C t OFFICE BUILDING FOR. cd COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE CO ICIA f• 780 CSE ICOf lcl BI�/d. SURE' I OS -�-+ L, DATE:ff Is THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST (� (� 13 JAN 2010 OBTAINING THE EXPRESSED WRITTEN PERMISSION AND O'O C�E'ItC71lc-1, Florida 32725 LOT1 N 6"' LEXINGTON PARK.� CONSENT OF GERALD R. CROSS, A.I.A.3 8 6. S 7 4- .3 Z 7� d. DRAWN BY: JTR LLC FL: REG, ARCH.I FECT NO, / RC OS998 SAkNFOKD, FL�OIIDA NO CLOSER THAN 2' FROM BUCK END FASTENER TO BE SPACED EQUALLY 51DE `t SIDE 4 FULL EMBED. OF SCREW HEAD INTO BUCK BUCK BUCK FASTENERS TO BE SPACED EQUALLY . WINDOW STYLES INCLUDE: SINGLE/DOUBLE HUNG., 4 FULL EMBED, OF SCREW HEAD INTO BUCK HORIZONTAL ROLLER, AWNING OR FIXED GLASS DOOR DOOR BUCK TO BE MIN. OF 3/4' THK. 2-16d TOE NAIL m RIDGE BEAM WINDOW BUCK TO BE MIN, OF 3/4' THK. OPNG, WINDOW OPNG. Z / 2x8 RIDGE BEAM Iv SIMPSON L5TA 12 W/ EXRD EXISTING RAFTER AFTER 10-10d WHEN ROR TRUSS TOP CO EXCEEDS -0 UNDER SHEATHING MASONRY WINDOW OPENINGS U) .(ALL BRANDS)SCALE: N/A DOOR OPENINGS (ALL BRANDS) cLi . 2x6 CONY. FRAMED RAFTERS w Q EA. RAFTER TIED TO 2x6 PLATE w/ ' SIMP50N MTS -12 OR 4-Irod TOE NAIL 2x8 RIDGE , - H 2.5 BEAM INTO LAST TRU55 TO - FORM VALLEY RIDGE ' x6 PLATE W/ SIMPSON 2x4 COLLAR TIE W/ 3-10d - M75 12 * 48' O,G, TIED TO / fD EA. END m EVERY THIRD ; , ROOF TRUSSES BELOW ` PAIR OF RAFTERS OR FOR OR EA, 6 SPANS OVER 10'-0' (3) SIMPSON 5D5 1/4'x31/2" SCREW IT EA, TRUSS OR RAFTER MEMBER UNDER SHEATHING 34.' o,C, MAX. ROOF ASSEMBLY/ NAILING DETAIL SCALE 1/4" ,' 37 VALLEY CONV. FRAMING DTL. REVISIONS DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT ANDMin y/tf DETAILS PROJECT NO.: SHEET NO.: FIRS FRO 0 0 A.I.A. FARA 0LX162a53 OTHER PROPERTY RIGHTS IN THESE PIANS. THESE PLANS AND c�r� s DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR r� a r C h I C e C t OFFICE BUILDING FOR. cd COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE CO ICIA f• 780 CSE ICOf lcl BI�/d. SURE' I OS -�-+ L, DATE:ff Is THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST (� (� 13 JAN 2010 OBTAINING THE EXPRESSED WRITTEN PERMISSION AND O'O C�E'ItC71lc-1, Florida 32725 LOT1 N 6"' LEXINGTON PARK.� CONSENT OF GERALD R. CROSS, A.I.A.3 8 6. S 7 4- .3 Z 7� d. DRAWN BY: JTR LLC FL: REG, ARCH.I FECT NO, / RC OS998 SAkNFOKD, FL�OIIDA LIFq tpAFETY SYMBOLS EMERGENCY LIGHT LIGHTED EXIT SIGN EMERGENCY LIGHT/ LIGHTED EXIT SIGN I pal FIRE EXTINGUISHER (3A-40BC) WIND ZONE DESIGN LOADS: DESIGN STATEMENT: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE. FLORIDA BUILDING CODE, 2007 EDITION (WITH 2009 SUPPLEMENT). THE DESIGN CRITERIA ARE AS FOLLOWS: BASIC WIND SPEED: 120mph (3 SEC, GUST) WIND IMPORTANCE FACTOR: I BUILDING CATEGORY: 11 WIND EXPOSURE: B INTERNAL PRESSURE COEFFICIENT: 0.18 DESIGN VARIABLES FOR WIND LOADS: ROOF PITCH: 6:12 PITCH MEAN ROOF HEIGHT: 16.3' ABV. GRADE MAIN BUILDING HEIGHT (H): 23.1' MAIN BUILDING LENGTH/WIDTH: 90.0 X 50.0' EDGE DISTANCE (a): 5.0' (a = 10%LarW; 0.4H; 3'MIN.) DESIGN PRESSURES FOR COMPONENTS & CLADDING (psf): +25.9/-34,7 DESIGN PRESSURES FOR ROOF & WALLS (psf), SEE DIAGRAMS: ROOF: ZONE 1: 14.9/-23.7 ZONE 2: 14,9/-41.3 ZONE 3: 14.9/-61,0 (INCLUDES OVER HANG, FASCIA and SOFFIT) WALL: ZONE 4: 25.9/-28.1 ZONE 5: 25.9/-34,7 _ I� GABLE ROOF I -I� c-- - -7 N Q 77 �G> < V O �� V I I a._ HIP ROOF r ----II I Ir - � A 11: :11 I1� 111 ETY CODE, N{=f=',4 101 MEANS OF EGRESS: MAX. TRAVEL DISTANCE (1016:1 & 1025.7): COMMON PATH OF TRAVEL (1014.3): MAX. DEAD END (1017.3): EGRESS WIDTH/OCCUPANT (1005.1): -.MIN: CORRIDOR/AISLE .WIDTH (1005.1 & 1017: CORRIDOR/AISLE FIRE RATING (1017.1): MIN. CLEAR OPENING OF EXIT DR. (1008.1.1): MIN. N0. OF EXITS(1015.1 & 1019.1): rl . ,I I DESIGNER.I, t 6Y'..EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER P kjT ; IVHTS IN THESE PLANS. THESE PLANS AND DRAWINGS' ;10 BE REPRODUCED, CHANGED OR COPIED IN V F�� V OR MANNER WHATSOEVER, NOR ARE THEY TO lira 5 0EL) TO ANY PARTY WTTHOUT FIRST OBTAINING „ C� ^LSSED WRITTEN PERMISSION AND CONSENT R. GROSS, A.I.A. LIFE SAFE"TY PLAN • i dFite rDV� UNIT '1 UNIT 2 UNIT 3 ALLO111,45LE 1='ROYIDED PROVIDED PROVIDED 200' N/,4 N/A c. N/A 75' 44.5' l M,4XJ 44.5' (MAX,) 44.5' (MAX.) 20' FUTURE B.OJ (FUTURE B.O. (FUTURE B.O. 0,2" 32" (MINJ 321' (MIN.) 32" (MIN.) 44" IFUTUhE B.Od (r"U T URE B.OJ FUTURE E3.0.) C 1 � NR 30occ.) N/A N/A N/,4 32" 32" (MIN.) 32" (MIN.) 32" (MIN.) UNIT I UNIT 1 UNIT 2 UNIT 2 UNIT 3 UNIT 3 TOTALS TOTAI_5CONSTRUCTION, OFFICE CA/G): OFFICE CA/C J: 1,444 1,444 LIMP SAFETY NOTES 1,444 1,444 4,332 4,332 I. LIFE OPETY PLAN DEPICTS 35 35 35 35 PR 5ED LOCATIONS. ACTUAL I(D5 105 UPSTAIRS MECHANICAL: UPSTAIRS MECHANICAL- LOONS FOR FOR EMERGENCY 98 98 47 47 LIGHT �lG TO BE DETERMINED AT BUILPINCz ?07AL: ' BUILDING. TOT,4L: ; BU I LD � OUT. ,15 1,51_ , ._:�.�. :;1,526 -:•1,52 �r4,h29 ',4,�,2g ':' FOUNDATION PLAN 7 FIRE ARTITION LEGEND FOUNDATION NOTES E-1 (1) HOUR FIRE PARTITION 1 uu�R 2 2 2 LIFq tpAFETY SYMBOLS EMERGENCY LIGHT LIGHTED EXIT SIGN EMERGENCY LIGHT/ LIGHTED EXIT SIGN I pal FIRE EXTINGUISHER (3A-40BC) WIND ZONE DESIGN LOADS: DESIGN STATEMENT: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE. FLORIDA BUILDING CODE, 2007 EDITION (WITH 2009 SUPPLEMENT). THE DESIGN CRITERIA ARE AS FOLLOWS: BASIC WIND SPEED: 120mph (3 SEC, GUST) WIND IMPORTANCE FACTOR: I BUILDING CATEGORY: 11 WIND EXPOSURE: B INTERNAL PRESSURE COEFFICIENT: 0.18 DESIGN VARIABLES FOR WIND LOADS: ROOF PITCH: 6:12 PITCH MEAN ROOF HEIGHT: 16.3' ABV. GRADE MAIN BUILDING HEIGHT (H): 23.1' MAIN BUILDING LENGTH/WIDTH: 90.0 X 50.0' EDGE DISTANCE (a): 5.0' (a = 10%LarW; 0.4H; 3'MIN.) DESIGN PRESSURES FOR COMPONENTS & CLADDING (psf): +25.9/-34,7 DESIGN PRESSURES FOR ROOF & WALLS (psf), SEE DIAGRAMS: ROOF: ZONE 1: 14.9/-23.7 ZONE 2: 14,9/-41.3 ZONE 3: 14.9/-61,0 (INCLUDES OVER HANG, FASCIA and SOFFIT) WALL: ZONE 4: 25.9/-28.1 ZONE 5: 25.9/-34,7 _ I� GABLE ROOF I -I� c-- - -7 N Q 77 �G> < V O �� V I I a._ HIP ROOF r ----II I Ir - � A 11: :11 I1� 111 ETY CODE, N{=f=',4 101 MEANS OF EGRESS: MAX. TRAVEL DISTANCE (1016:1 & 1025.7): COMMON PATH OF TRAVEL (1014.3): MAX. DEAD END (1017.3): EGRESS WIDTH/OCCUPANT (1005.1): -.MIN: CORRIDOR/AISLE .WIDTH (1005.1 & 1017: CORRIDOR/AISLE FIRE RATING (1017.1): MIN. CLEAR OPENING OF EXIT DR. (1008.1.1): MIN. N0. OF EXITS(1015.1 & 1019.1): rl . ,I I DESIGNER.I, t 6Y'..EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER P kjT ; IVHTS IN THESE PLANS. THESE PLANS AND DRAWINGS' ;10 BE REPRODUCED, CHANGED OR COPIED IN V F�� V OR MANNER WHATSOEVER, NOR ARE THEY TO lira 5 0EL) TO ANY PARTY WTTHOUT FIRST OBTAINING „ C� ^LSSED WRITTEN PERMISSION AND CONSENT R. GROSS, A.I.A. LIFE SAFE"TY PLAN • i dFite rDV� UNIT '1 UNIT 2 UNIT 3 ALLO111,45LE 1='ROYIDED PROVIDED PROVIDED 200' N/,4 N/A c. N/A 75' 44.5' l M,4XJ 44.5' (MAX,) 44.5' (MAX.) 20' FUTURE B.OJ (FUTURE B.O. (FUTURE B.O. 0,2" 32" (MINJ 321' (MIN.) 32" (MIN.) 44" IFUTUhE B.Od (r"U T URE B.OJ FUTURE E3.0.) C 1 � NR 30occ.) N/A N/A N/,4 32" 32" (MIN.) 32" (MIN.) 32" (MIN.) N UCTION• TYPE OF CO STR ONE 5TOFY NON - 5FFIN<LERED ALLOUJ,4BLE f=ROVIDED BUILDING ,4REA 9 000 S.F. 4,ro 4a 5.17. EPUILDING 14EIC;NT 40 FEET 23.1 FEET 14E3Y. GfRAD ZONING DESIGNATION: CoMM�i�c I AL SQUAREFOOTAGE: AREAS IS.F.) LLC UNIT I UNIT 1 UNIT 2 UNIT 2 UNIT 3 UNIT 3 TOTALS TOTAI_5CONSTRUCTION, OFFICE CA/G): OFFICE CA/C J: 1,444 1,444 1,444 1,444. 1,444 1,444 4,332 4,332 COvEREP ENTRY: COVERED ENT%'Y: 35 35 35 35 35 35 I(D5 105 UPSTAIRS MECHANICAL: UPSTAIRS MECHANICAL- 4� 47 98 98 47 47 192 192 BUILPINCz ?07AL: ' BUILDING. TOT,4L: ; 1,526. ,15 1,51_ , ._:�.�. :;1,526 -:•1,52 �r4,h29 ',4,�,2g ':' FOUNDATION PLAN A-5.1 FOUNDATION NOTES E-1 1 uu�R 2 2 2 N UCTION• TYPE OF CO STR ONE 5TOFY NON - 5FFIN<LERED ALLOUJ,4BLE f=ROVIDED BUILDING ,4REA 9 000 S.F. 4,ro 4a 5.17. EPUILDING 14EIC;NT 40 FEET 23.1 FEET 14E3Y. GfRAD ZONING DESIGNATION: CoMM�i�c I AL SQUAREFOOTAGE: AREAS IS.F.) LLC UNIT I UNIT 1 UNIT 2 UNIT 2 UNIT 3 UNIT 3 TOTALS TOTAI_5CONSTRUCTION, OFFICE CA/G): OFFICE CA/C J: 1,444 1,444 1,444 1,444. 1,444 1,444 4,332 4,332 COvEREP ENTRY: COVERED ENT%'Y: 35 35 35 35 35 35 I(D5 105 UPSTAIRS MECHANICAL: UPSTAIRS MECHANICAL- 4� 47 98 98 47 47 192 192 BUILPINCz ?07AL: ' BUILDING. TOT,4L: ; 1,526. ,15 1,51_ , ._:�.�. :;1,526 -:•1,52 �r4,h29 ',4,�,2g ':' FOUNDATION PLAN A-5.1 LLC UNIT I UNIT 1 UNIT 2 UNIT 2 UNIT 3 UNIT 3 TOTALS TOTAI_5CONSTRUCTION, OFFICE CA/G): OFFICE CA/C J: 1,444 1,444 1,444 1,444. 1,444 1,444 4,332 4,332 COvEREP ENTRY: COVERED ENT%'Y: 35 35 35 35 35 35 I(D5 105 UPSTAIRS MECHANICAL: UPSTAIRS MECHANICAL- 4� 47 98 98 47 47 192 192 BUILPINCz ?07AL: ' BUILDING. TOT,4L: ; 1,526. ,15 1,51_ , ._:�.�. :;1,526 -:•1,52 �r4,h29 ',4,�,2g ':' .PROJECT /w ARCHITECT Gerald R. Gross, A.I.A., F,.AR.A,. GENERAL' CONTRACTOR II ^/j111 SCALE. �/�/ a 11 COVER SHEET FR 0 0 A.I.A. FARA (fl i"7 t� tl`�� a r c h i t e c t OFFICE BUILDING FOR: 780 Deltorla -Blvd. Suite 1 05 .� >a<) ....1 > 16 LEXINGTON CDeltona, Florida 32725 LOT 386•574.3Z7 1 _j -� Fl:.: REG. f�RCHITECT NO. Af�0005998 SANFC7RD, FLORIDA ( INDEX A-0 LIFE SAFETY PLAN/COVER PAGE A-1.0 FLOOR PLAN A-1.1 FLOOR PLAN NOTES A-2 ELEVATIONS A=3 ELEVATIONS A-4 ROOF PLAN A-5.0 FOUNDATION PLAN A-5.1 FOUNDATION NOTES E-1 ELECTRICAL PLAN L--1 LINTEL PLAN M-1 H.V.A.C. CONDENSATION PLAN P-1 PLUMBING PLAN S-1 DETAILS S-2 DETAILS S-3 DETAILS BE PROVIDED AT FUTURE BUILD -OUT OCCUPANCY CLASSIFICATION and CALCULATIONS: e. FLOOR AREA OCCUPANCY FLOOR AREA PER OGCUP. SEPARATION USE OCCUPANTS (HR.) �U51 N�55 UNIT 1 1,444 100 GROSS 15 I UNIT 2 1,444 _ Imm GRo55 15 I UNIT 3 1,444 Imm GRoaS 15 I MAX. 5UILDINGc OCCUPANCY. 45 PLUMBING FIXTURE. CALCULATIONS: 'UNIT 1 UNIT 2 UNIT 3 WATER CL-OSETS; REaUIRED PROVIDED REQUIRED . PROVIDED REaUIRED .. PROVIDED I UNISEX Is I UN15)wX Is I UNISEX Is (PER. UNIT- (PER UNIT- (PER UNIT - 403.2 FBGP) 403.2 FBGP) 403.2 FBGP) LAVATORIES: REQUIRED PROVIDED REQUIRED PROVIDED REaUIRED PROVIDED I UNISEX I• i UNISEX I• I UNISEX I• (PER UNIT- (PER UNIT- (PER UNIT - 403.2 FRCP) 403.2 FRCP) 403.2 FRCP) WATER FOUNTAINS: REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED ; CI PER 100) I (Nl/LO) I (Nl/LO)' l (HI/LO) I (HI/LO)' I (NI/LO) I (NI/LO)' • PLUMBING TO BE PREPLUMBED AND FIXTURES WILL INDEX A-0 LIFE SAFETY PLAN/COVER PAGE A-1.0 FLOOR PLAN A-1.1 FLOOR PLAN NOTES A-2 ELEVATIONS A=3 ELEVATIONS A-4 ROOF PLAN A-5.0 FOUNDATION PLAN A-5.1 FOUNDATION NOTES E-1 ELECTRICAL PLAN L--1 LINTEL PLAN M-1 H.V.A.C. CONDENSATION PLAN P-1 PLUMBING PLAN S-1 DETAILS S-2 DETAILS S-3 DETAILS REVISIONS CODES USED FOR BUILDING .DESIGN: FLORIDA f3Uflr:DiNG CODE 2001. EU1!_.DINC-;; (IUITN 2009 SUPPLEMENT) FLORIDA BUILDING .CODE 2001: PLUMBING (WITH 2009 SUPPLEMENT) FLORIDA BUILDING CODE 207: MECHANICAL (WITH 2009 SUPPLEMENT) 208 NATIONAL ELECTRICAL CODE 2007 LICE 5AF 4-1 cl CIE v S U PROJECT NO.: OL.XI!o3a0 DATE: 13 JAN 2010 DRAWN BY:A -- uAft' JTR 'i1 SHEET NO.: «� �\ «� l . . � . . . . . � .� .. . . . � � . I CEMENTITIOU5 (LIGHT TEXT.) 4' CEMENTITIO (SMOOTH STYL SCORED CEMENTITIOU5 (51•S00TH 5TYL CEMENTITIOU5 FIN15H (LIGHT TEXT.) 4' CEMENTITIOUS TRIM (SMOOTH 5TYLE) --- SCORED CEMENTITIOU5 FIN. (SMOOTH STYLE) —� DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT . OF GERALD R. GROSS, A.I.A. 16'-4' ABV. GRADE MEAN RR HT. n 23'-1' ABV. GRADE MAIN RF. HT. j Unit 1 Signage i F 1 11 ❑❑ n ❑ n n EXTR. HORIZ. SIDING 24'x16' C.M.U. COL. U)/ SCORED CEMENTITIOU5 FIN. (SMOOTH STYLE) UJ/ 32'x2O'x2O'(H) C.M.0 BASE U)/ CEMENTITIOU5 FIN. (SMOOTH STYLE) COMPOSITION 5HINGLE5 ON 15 LB, FELT ON 15/32' C -D PLYWD.OF 1/16' O.S.B. SHEATHING CEMENTITIOU5 FIN. (SMOOTH STYLE) 12 ro (TYF .) {I jlll �11•n�'''��1t1 � ,�■.♦V STUCCO TRIM epi" memSTUCCO (LIGHT TEXT) miiiuigi �I�i�Nmir�"�n ��i�► w i ,1 m 10'-m' a.F.F. ... BEAR. HT. " 2x8 FASCIA OR Ix8 FASCIA OVER 244 SUB FASCIA W/ ALUMN SOFFIT CEMENTITIOU5 FINISH (LIGHT TEXT. 4' CEMENTITIOU5 TRIM (SMOOTH STYLE) O' - 0 ... FINI5HED FLOOR C-ORADE 5C ALE: 1/4" - 1'-0" - .I 6 ON r� L 1 WI ILI[ I\` I I ` jl ENTRY BEAR, HT. U ! I I II ! I I ! I Unit 2 Signage ! 1 I'1 I , Unit 3 Signage r .I z 1 o' - 0' A.F.F. 11 I I I I I I I ),Ili I _(�_ co ® ® ® BEAR. HT. V n J 2x8 FASCIA OR Ix8 FASCIA OVER 2x4 SUB FASCIA UJ/ ALUMN SOFFIT in n CEMENTITIOU5 5 FINISH (LIGHT TEXT.) —T— > 4' GEMENTITIOUS TRIM w - � � � _ — — ❑ Il (SMOOTH STYLE) If ❑ ❑ C- o a o ❑ FIN SHED FLOOR V EXTR. HORIZ. SIDING EXTR NORIZ. SIDING CRApE • SCORED >"_. CEMENTITIOU5 FIN. 24'x16' C.M.U. COL. UJ/ SCORED 24'x16' C,M.U. COL. UJ/ SCORED (SMOOTH STYLE) CEMENTITIOU5 FIN. (SMOOTH CEMENTITIOU5 FIN. (SMOOTH STYLE) W1 32'x2O'x2O'(H) C.M.0 STYLE) W/ 32'x2O'x2O'(H) (--.M.0 BASE U)/ CEMENTITIOUS FIN. BASE UJ/ CEMENTITIOU5 FIN. (SMOOTH STYLE) (SMOOTH STYLE) FRONT L SCALE: 1/4" P-0" «*r L...+M®1 VT R/"`1R E� tl !"1T��I V� REVISIONS PROJECT NO.: SHEET NO.: t OLX163a2 '�s► A.I.A. FARA r c h I t e c t OFFICE BUILDING FOR: �� DATE: 780 Deltona Blvd. Suite 105 CDeltona, Florida 32725 -0j� 13 JAN 2�1� LOT 1& w LEXINGTON Pr: K x°� DRAWN BY: A ....... . . . . . . . . . . . . . . . . .. 380.574.327 1 ,..-) TML/JTR FL.. REG. ARCHITECT NO. AR0005998 ,SANFORD, FLORIDA I" CEMENTITIOUS TRIM 3' DIA. CEMENTITIOU5 `� cV (SMOOTH STYLE) +a TRIM (SMOOTH STYLE) --.,_Q' V �4 411/2 v 4' CEMENTITIOU5 TRIM (SMOOTH STYLE) COMPOSITION SHINGLES ON 15 LB. 4 FELT ON 15/32' C -D PLYWD. OR 7/16" 0.5.8. SHEATHING a I I I r I I I I 11 J 12 2' CEMNTITIOU5 �J (SMOOTH STYLE)TRIM ! I I I I I! I ! ! ! ! i L I I I ! i- 0'-0" FINISHED FLOOR 12'-0' A.F.F. IRU ENTRY'BEAR. NT, /�h 101-01 A.F.F. 4 N , --GRADE BEAR. HT. 0 0 0 o C7 2x8 FASCIA OR Ix8 FASCIA OVER TYP.WINDOW 'SCALE, 1/2 ALUMN SOFA CEMENTITIOUS FINISH (LIGHT TEXT.) 17 II f, CEMENTITIOUS FINISH 0'-0" I r -t I \\,\ \\\\ 1 I�1. I r F II III �II �.' (LIGHT TEXT.) FINISHED FLOOR 77 GRADE EXTERIOR UJALL 01*NG. CALCS.: SCORED FUTURE A/C COMP. / 4' CEMENTITIOU5 TRIM WALL AREA = 464.2 5.F. CEMENTITIOU5 FIN. C51" TOOTH STYLE) OPNG. AREA = 64 S.F. (SMOOTH STYLE) ALLowA6LE = 15% MAX. �s PROVIDED = 13.8To e i OPENINGS ARE 'ADEaUATE RIGHT SIDE ELEVATION SCALE: I/4" P i 0'-0, OIL fi FINISHED FLOOR 3/V1'-0" SCORED _t _, e_ CEMENTITIOU5 FIN. COMPOSITION SHINGLES ON 15 LB. (SMOOTH STYLE) 3/4� 2'-0" —GRADE ELTON O°v.B 32' C- INGLYWC), OR F i I WALL VENEER DETSCALE: 1/21' - 1'-0` LI 12 LI 11 1 ! II I ! 1' I ! II I I I J ! I I III! 11 .I I "_I 11 I ! II ! I I � CTi'PJ M111I I III J.1 I I I _ I I I I �! I!1! I I 1' � \ 12'-0' A.F.F. ! I I 1 I I I j I i , 12' - 0' A.FF. lA \ <� ENTRY BEAR. HT. I! I I II I I III I ' t I 1 �1 ENTRY BEAR. NT.Ul � :L Im'-m' A.F.F. BEAR. NT. 2x8 FASCIA OR I" CEMENTITIOU5 TRIM �_ __ Ix8 FASCIA OVER (SMOOTH STYLE) 2x4 SUB FASCIA W1 ALUMN SOFFIT r CEMENTITIOU5 FINI5H 2'-0" 9'-4" 2',0, (LIGHT tEXT. co 4' CEMENTITIOU5 TRIM )_ (SMOOTH STYLE) 1 V-0. l0i-0. FINISHED FLOOR FIN15HED FLOOR L24"xIO' G.M.U. COL. W1 SCORED GRADE FUTURE A/C COMP. EXTERIOR WALL OPNG. CALC5.: 7 SCORED (-3RADE w " CEMENTITIOU5 FIN. (SMOOTH WALL AREA 464.2 5P. CEMENTITIOU5 FIN. STYLE) W1 32'x20"x20"(H) C.M.0 OPNG. AREA 64 S.F. (SMOOTH STYLE) BASE W1 CEMENTITIOUS FIN. ALLOWABLE 159. MAX. (SMOOTH STYLE) PROVIDED 13.8io OPENINGS ARE ADEaUATE . V J ENTRY TAIL SCALE. 1/4" —0n LEFT SIDE E SCALE: 1/4" _ 1',0u ��'1' ice► L�i7 REVISIONS SHEET NO.: SIDE ELEVATIONS .� � PROJECT NO.: DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND �� # ®�` � ; A.I.A. FARA � , OLXI &3a 3 P E F 'IST'' '. OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND Is DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COMMERCIALr �} r c h I t e c t OFFIC`,E BUILDING FOR: T' DATE: ff 11 COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE c�, k:"" 780 CDeltona Blvd. Suite 1 OS L" 13 JAN 2010 LOT 16 LEXINGT(DINI PARK THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST CONSTRUCTION � ® X 0 V`�I OBTAINING THE EXPRESSED WRITTEN PERMISSION AND -,; I�E'ItOrlc-1, Florida :32725 DRAWN BY: ' CONSENT OF GERALD R. GROSS, A.I.A. 386.574.327 1 '" -,.� JTR SAKI IOM, FLOMDA LLC t �`� �(� FL. REG. ARCHITECT N. AR0005998 PRE -ENG. TRUSS SIMPSON MTS 12 3 -LAYER STUCCO FINISH ON GALV. MTL. TRU55E5 �'� �\ PAPER -BK RIBBED LATHE ATTACHED 1/2" FOR �� \ TO SHEATHING e 6' O.C. EA. WAY WI' -•I INC- � 2x4 TOP PLATE 12'-0' A.K.F. TRUSS BEAR. HT. 2x4 STUDS w 16" O.C. 2x4 BTM. PLATE 40 — TYPICAL TRUSS HEEL m 6:12 PITCH SCALE: I' = I'-0' DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PIANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PART'( WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.I.A. 15/32" C -D PLYWD/ 2x4 BLOCKING to 24' O.C. W/ 3-1rod f EA. END OR 1/16' 0,5.8. -1 ,,...,, , , ,,, -- - \l V\I 101-01 A.F.F. TRU55 BEAR. HT. PRE-ENCx. TRUSS FASTEN E3TM. PLATE TO 2x4 BLOCKING W/ SIMPSON MTS 12 NOTE: ALL (o:12 PITCH fROOF5 TO HAVE 1COVERHANG ANID 2" TRU55 HEEL D- IN ADIITION TO NOMINAL TfRU55 HEEL (SEE 40/Ar-4) CEILING SCHEDULE (A.F.F.) 10'-0• CLG. 12'-0" CLCD. BEARING `:WALL SCHEDULE` O TYPE BEAR. HT. (A,F.F.) LOCATION A ! CM.U. <, 1/0'-O" __-:.--�-., .E�eTERI10R `rw NOTE TRUSS MANUFACTURER AND BUILDER TO VERIFY ALL TRUSS SPANS, PITCHES, BEARING HEIGHTS, CEILING HEIGHTS AND BEARING LOCATIONS BEFORE TRU55 FABRICATION. �. SCALE: T__.. _T- NAI, {GG�OF(2)II�D��?`EACH;T U55,,"ri,�y;i% 13 FRAME KNEEWALL ON TRUSS = 1.0 �'1��n«„res 'rr�lr.��ir:t 4�...> �..r"a. - ��a� 1 �►�. ROOF PLAN A.I.A. FARA a r c h i t e c t OFFICE BUILDING FOIA: . 780 0eltona Blvd. Suite 1 b5 C�eltcan�, Florid 3z�z5 LOT 1 LEXINGTON PARK J I 386-574-3271 _J 1`�l�© FL. f�EG. ARCHITECT NO. AR0005998 SANFORD, FLORIDA l,7 Q GABLE -END WD. TRU55 — 3-1Dd NAILS ADD. BRACE IF DIM, 'A' 15 GREATER THAN 6'-O" SEE SHEATHING SCHEDULE 2x4 BRACE —� 51MP50N A-34 PIKE -ENG, IUD, TRUSSES CLIP 3-I0d NAILS BACKSIDE 2x4 BRACE 2-10d NAILS BACKSIDE 2-104 NAILS 2-I0d NAILS 3-I0d NAILS BACKSIDE —� 3-10d NAILS $ 3-IOd _ NAILS SIMPSON A-34 CLIP _— SIMPSON META 16 2x4 BLOCKING FIRST TRUSS SPADE MASONRY WALL OR (SEE ROOF PLAN FOR LOCATIONS) 5IMP50N LSTA 12'6 FRAME WALL e 24' —GONG. TIE BE O.C.. THI5 DIM TO BE GREATER THAN OR EQUAL TO DIM 'A' Ilk SHEATHING NAILING 5CHEDULE 2x4 HORZ. CONT, BRACING GA5LE TRUSS ABOvE 2x4 BLOCKING W/ 3-10d IN BLOCKING IN 2-10d IN EA. TOP 15/32'C -E) PLYWOOD OR x/16' 0.5.8. SHEATHING OF TRU55 BTM, CORD. LENGTH > W/ 8d COMMON NAILED AS FOLLOWS AS INDICATED ON ROOF PLAN 4' Or. ALL EDGES AND TOP 4 BOTTOM CORD MEMBER 6' O.C. ALL INTERMEDIATE WEBBING 7 : GABL.E—IND TRUSS '.BRACING "DETAIL N/ACL LE: "RAT RUNNER" 2X4 HORZ, CONT. BRACING ABOVE 2X4 BLOCKING W/ 3-12d IN BLOCKING 4 2-12d IN EA. TOP OF TRU55 BTM. CORD, LENGTH AS INDICATED ON ROOF PLAN TRUSS BTM CORD rtisrt ` ''BLOCKING" _ 2X4 BLOCKING FIRST TRUSS Uj SPACE Br�� © A 'i' 4 : . ., ra.,aliilr.�.i I�45n�: �,r ki��cirr t'. aw 1/1 �, '.;5 9YJ i 5 a .; -' r ..„ r•,:+ ,, , t 2007 TRUSS TIE SCHEDULE iOOF NOTES 1 TIPLE TIES ARE AT ONE BEARING rL-14 : c: i :>;5 TO BE ANCHORED AT G'�P051NG SIDES OF THE BEARING PLATE TO MX.XIMIZE SEPARATION OF NAILING PATTERNS O2 8'xl6'(D) COMPOSITE LINTEL BEAM W/ a` CANT. BEAR. HT. Q 10'-O' A.F.F. O8'xlo'(D) COMPOSITE LINTEL BEAM 3 BEAR. FIT: ,m 12'-0' AF.F. 4, y ABYDRUS ESr0�EI2'0 AFE31','1 L O5 SHADED AREA DENOTES FIRE RATED ROOF SHEATHING TO BE USED UNDER ROOF -TOP GABLE DORMER QHATCHED AREA DENOTES MECHANICAL ROOM IN TRUSSES. ROOM TO HAVE 3/4' T 4G PLYWOOD FLOOR oGAE3LE END 'X'.�BR4CING CSEE DETAIL "RAT RUNNER" 2 X 4 HORZ. CONT, BRACING W/ 3-16d IN EA. R TOP OF TRU55 BTM. COD. LENGTH AS INDICATED ON ROOF PLAN W/ 2 X 4 BLOCKING ID FIRST TRUSS SPACE FROM (M'L�l VALUES DO NOT INCLUDE 33% STRESS INCREASE ON �EL) GORR68ION NOTE: ALL STRAPS AND FASTENERS IN CONTACT W/ PRESSURE TREATED LUMBER TO BE GALVANIZED OR Z -MAX UPLIFT = TIE -DOWN FASTENER ANCHOR STD. FRAME TIE 455 , SIMPSON H3 4-8d 4 -ad 455 SIMPSON H5 4-8d 4-8d 1000 51MP50N MT5 12 1-I0014"/2 1-I0dxl11/2 STD. MASONRY TIE 1450 I SIMPSON META 16-IOdxl'1/2 EMBED, 4' 2235 leIMPeON HHETA 20 10-I0dxl'1/2 EMBED, 4' SPECIAL TIES 2000 (2) SIMPSON MT5 12 1-10d0/2 EA. 1-10d0/2 EA, 2000 (2) SIMPSON MT5 12 1-10d EA, 1-I0d EA. 2900 (2) SIMPSON NTS 20 12-10dx1'i2 EA. 12-10dxl'1/2 EA. 5080 51MP60N MST 31 21-16d 21-16d 3965 5IMP5ON MGT 22-I0d 5/a' THRD, ROD EMBED, 5' W/ EPDXY CEMENT 7930 (2) SIMP50N MGT 22-10d EA. 5/a' THRD. ROD EMBED. 5' W/ EPDXY CEMENT EA, 4165 SIMPSON NTT 22 32-10d 5/a' THRD. ROD EMBED. 5' W/ EPDXY CEMENT ro970 SIMPSON 20-5051/4x211/2 1/a' THRD. ROD EMBED, HDUa-SD52.5 IUD, SCREWS 6' W/ EPDXY CEMENT MIN. 311/2' POST THK. 9230 SIMPSON 20-62D511/4x3 '/a' THRD. ROD EMBED, HDQS-SDS3 WD, SCREWS 6' W/ EPDXY CEMENT MIN. 411/2' POST THK. 8330 (2) SIMPSON HTT 22 32-I0d EA. 5/a' THRD, ROD EMBED. I' SPACE BTWN. A.B. 5' W/ EPDXY CEMENT 5,000 SIMP50N FGTR la-5D5'/4x3 2-1/2'x5' TITEN HD 9,400 SIMPSON FGTR 18-51D5'/4x3 2-11/2'x5' TITEN HD EA. 1(2) (ONE PER SIDE) EA. NOTES: I. WHERE MULTIPLE TIES ARE USED: LOCATE TIES AT OPPOSING SIDES OF TRU55 CONNECTION FOR MAX. NAIL SEPARATION 2. ALL HANGERS FOR I -PLY TRUSSES TO BE U.S.P, THD 20 4 2 -PLY TRUSSES TO BE THD 28-2 UNLESS NOTED OTHERWISE 3. ALL MASONRY" TO TRUSS/FLR. J015T TIES TO BE SIMPSON META to UNLESS NOTED OTHERWISE, ALL FRAME TO TRU55/FLR. JOIST TIES TO BE 51MP50N s BLE R 55 SEE DETAIL 8/A-4) MTS 12 UNLESS NOTED OTHERW15E REVISIONS PROJECT NO.: SHEET NO.: OLX163a4 DATE: 13 JAN 2010 DRAWN BY: A-4 JTR Q : \t A 0 6 CONC. FILLED BLK CELL W/ (1) 05 ROD VERT, CONT. FROM8xax16 C.M.U. (1) 05 ROD VERT. CONT. FROM (1) 05 ROD VERT. CONT. FROM w BTM. 4 10' HOOK �w LINTEL 8x8x16 C.M.U. FTR. TO TIE BEAM W/ 25' LAP RECE55 SLAB 3/4' X �13i4'W VI/ 4' CONC. SLAB W/ 6X6iv BLOCK WALL v BTM. 4 10" HOOK m LINTEL— mi FIBERME5H REINF. _ 951 WALL Illl ll. RECESS SLAB 344' X 1'/4'W 4" CONC, SLAB W/ 6x6 h -_ 6 -MIL, VAPOR A ' .411 fD BLOCK WALL 010 WELDED WIRE MESH III WELL COMPACTED •'— GRADE OR FIBERME5H REINF, ull 2 &40"(D) CONTI MONO. (1 FTG. W/ (2) "5 CONT:'' 2N ;111( mw "00-0 7. — 20"W X 20"D FLR. 1.3 x 1.0' X 2500 P 3,250 PLF 1Al X L0' X 2500 P5F 4,000 PLF SOIL BEARING LOAD AT FOOTING: "10 WELDED WIRE MESH 6 -MIL, VAPOR A11 ADEQUATE ° BARRIER ON CLEAN, OR FIBERME5H REINF. WELL COMPACTED s' t GRADE TERMITE TREATED FILL c� z IIIL .: �,��a 01-0. U1, (1) "5 VERT. W/ 25' LAP 4 10' HOOK �eD FTG. CONC. FILLED BLK. CELL W/ (1) 05 ROD VERT, CONT. FROM8xax16 C.M.U. FTR. TO TIE BEAM W/ 25' LAP (1) 05 ROD VERT. CONT. FROM w BTM. 4 10' HOOK �w LINTEL P.L.F. FTR. TO TIE BEAM W/ 25' LAP — �*r RECE55 SLAB 3/4' X �13i4'W VI/ 4' CONC. SLAB W/ 6X6iv BLOCK WALL "10 WELDED WIRE MESHOR m BTM. 4 10' HOOK fD LINTEL ' II FIBERME5H REINF. _ 951 WALL 0' - o" ll. FIN. FLR. - 11. 8x8x16 C.M.U. / 6 -MIL, VAPOR A ' .411 Q BARRIER ON CLEAN, r WELL COMPACTED •'— GRADE TERMITE TREATED FILL m� 2 &40"(D) CONTI MONO. (1 FTG. W/ (2) "5 CONT:'' 2N CU "5 VERT. W/ 25' LAP 4 — - 10" HOOK m FTG. 1„1oNO: FTC .k`CTY'f.l�. 4, -WALL UJB SCALE: 11/2' = I'-0' II�g„ 1/6'A"(D) SAW CUT 4' CONCRETE 5LA5 CONTROL JOINT W/ 6x6 10/10 UJU)p (SEE FOUNDATION PLAN OR FIBERMESH— FOR LOCATIONS 4 SPACING) •®�, � '.. — . a .< oda a • , 6 MIL VAPOR BARRIER 5AW CUT GONTROL JOINT (C.J.) r DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.I.A. SCALE: 1' = 1'-0' CONC. FILLED BLK. CELL W/ WALL ASSEMBLY -- B (WA -B) (1) 05 ROD VERT. CONT. FROM SIZE P.L.F. FTR. TO TIE BEAM W/ 25' LAP — �*r P.L.F. ROOF WOOD TRUSS/COMP SHINGLE 31 P5F/ 16' O.H. 5.0' SPAN HIP SET m BTM. 4 10' HOOK fD LINTEL ' II 25.-1' SPAN 951 WALL 8' CM.U, ll. 520 - 11. 8x8x16 C.M.U. / FOOTING RECESS SLAB 3/4' X 13i4'W 16'W X 20'D 307 20'W X 20'D / ` e BLOCK WALL —\ foi / / / Hit. Gly 1ih 12x5xI0 G.M.U, 4' CON(. SLAB W/ 6x6 20"W X 20"D 4' CONC. SLAB W/ 6x6 1.3 x 1.0' X 2500 P 3,250 PLF 1Al X L0' X 2500 P5F 4,000 PLF SOIL BEARING LOAD AT FOOTING: "10 WELDED WIRE MESH 1,884 PLF "10 WELDED WIRE MESH up ADEQUATE ° OR FIBERME5H REINF. OR FI5ERME5H REINF. Illi Ijll' " illli IIIL .: �,��a 01-0. FIN. FLR. ' It 6 -MIL. VAPOR '' Q 6 -MIL. VAPOR • . •.A 4'"CONG. SLAB � BARRIER ON CLEAN, �' BARRIER ON CLEAN, . b a -.•a' ENTRY WELL COMPACTED • :' GRADE WELL COMPACTED ° 4 .. + TERMITE TREATED FILL z TERMITE TREATED FILL m z,vr " r,� l :'• �r w sh .a •.1 „b, ,£ #C an.k�"si A•: ' n F r�'�^hl K 1 VERT. W/ 25 LAP 4 — 16 ". " CD) CONT. MONO. FTG. tJ ).,'l L,tp�?:,„36� ^A X20 10 HOOK m FTG. FTG: W/ (2) "5 -CONT. - � "` T.NIGKENED EDGE t•r,r W -,N:+ q i kn� Yu• n+yf` i+,, n �r Y3"f- a, ) ob;.fi1 Y4`Et �: r :.fir x`. r c �;`f , `1 41k.. �. t' fi. 15'-�" 15'-(0' SCALE: 1/2' ; I'-0' SCALE: '/2" = 1'-0' II�g„ 1/6'A"(D) SAW CUT 4' CONCRETE 5LA5 CONTROL JOINT W/ 6x6 10/10 UJU)p (SEE FOUNDATION PLAN OR FIBERMESH— FOR LOCATIONS 4 SPACING) •®�, � '.. — . a .< oda a • , 6 MIL VAPOR BARRIER 5AW CUT GONTROL JOINT (C.J.) r DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.I.A. SCALE: 1' = 1'-0' CONCRETE SLAB SAW CUT FLAN REINFORCED CONCRETE RC -I, ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN 'STRICT ACCORDANCE WITH'ACI 318-98, 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE.' RC -2. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRE651YE 5TRENGTH5 AT 28 DAYS, AS WELL AS OTHER PROPERTIES 5PECIFIED IN THESE DOCUMENTS. (SEE SPECIFICATIONS FOR ADDITIONAL DESIGN MIX REaUIREMENTS,) FOOTINGS: 3,000 P51 SLABS ON GRADE: 3,000 PSI, 31/2' THK. MIN. (4' NOM.) RC -3. CONCRETE SHALL BE READY -MIX, REGULAR WEIGHT FOR ALL STRUCTURAL USES, WITH MINIMUM DRY DENSITY OF 145 LB.. PER CUBIC FOOT, RC -4, CHAMFER ALL EXP05FD CONCRETE EDGES, INCLUDING THOSE TO RECEIVE STUCCO FIN15H (3i4') UNLE55 NOTED OTHERWISE. RC -5, REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318-98 AND ACJ DETAILING MANUAL, ACI 315. RC -(o, REINFORCING STEEL SHALL BE NEW, DEFORMED BARS, FREE OF RUST, SCALE AND OIL, CONFORMING TO A5TM A-615, GRADE 60 WITH A MINIMUM YIELD STRENGTH % 60,000 PSI, UNLESS OTHERWISE SHOWN, RC --f. PROVIDE CONTINUOUS REINFORCEMENT WITH ACI CLA55 'B' LAB SPLICES, OR A5 NOTED OTHERWISE. RC -8, WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A-185. PROVIDE MINIMUM 6' LAPS, TYPICAL. PROVIDE ADEQUATE SUPPORTS AND BOLSTERING TO PRESERVE THE SPECIFIED POSITION OF THE MESH DURING CONCRETE PLACEMENT AND FINISHING. RC -9. TERMINATE ALL DISCONTINUOUS ENDS OF TOP BARS WITH STANDARD ACI HOOKS. TURN HOOKS UP OR DOWN INTO SUPPORTING STRUCTURE. CORNER BARS SHALL BE SUPPLIED AND PLACED IN ADDITION TO HOOKED ENDS, PER THE DETAILS IN THESE DOCUMENTS, RC -10. PROVIDE THE FOLLOWING MINIMUM CONCRETE COVERAGE OVER REINFORCING UNLESS NOTED OTHERWISE: FOOTINGS, BOTTOM AND ENDS: 3' FOOTINGS, TOP 2' SLAB ON GRADE, BOTTOM: 3' SLAB ON GRADE, TOP: 1' RC -I1. PROVIDE CORE TESTING EVERY 50 CUBIC YARDS DURING SLAB POUR, RC -12. PROVIDE CONCRETE SLAB SAW CUTS PER ACI 224.38 A5 FOLLOWS: MAX. JOINT WIDTH - 24 TO 36 TIMES SLAB THICKNESS C15' MAX.) MAX. JOINT LENGTH 1.5 TIMES THE WIDTH CUT DEPTH - 1/4 OF THE SLAB THICKNESS (I" MIN. NOTE: SAW -CUT JOINTS SHOULD BE RUN WITHIN 4 TO 12 HR5. AFTER THE CONCRETE POUR HAS BEEN FINISHED. C7 L. 0 5GALE: li8d = P-0" ori/ x w FOOTING DESIGN CRITERIA WALL ASSEMBLY - A (WA -A) WALL ASSEMBLY -- B (WA -B) / SIZE P.L.F. SIZE P.L.F. ROOF WOOD TRUSS/COMP SHINGLE 31 P5F/ 16' O.H. 5.0' SPAN HIP SET 185 25.-1' SPAN 951 WALL 8' CM.U, 10,0' BEAR. HT, 520 10.0" BEAR. HT. / FOOTING CONC. MONOLYTHIC (2-5) 16'W X 20'D 307 20'W X 20'D / ` % / / / 'L Gly (WA -B) FOOTING SIZE: 16"W X 20"D 20"W X 20"D ALLOWABLE SOIL BEARING AT FOOTING: 1.3 x 1.0' X 2500 P 3,250 PLF 1Al X L0' X 2500 P5F 4,000 PLF SOIL BEARING LOAD AT FOOTING: 1,012 PLF 1,884 PLF ADEQUATE ADEQUATE 2. f 1 15'-�" 15'-(0' 15'-D" 15'-m" 15'-(d" -�": SAW CUT LINE ut z: u u U> { J cD > / t (s)cn SAID CUT, LINE r 4 2 2 q 2 �F 2 A-5.1 A-5.1 2 A-5.1 A-5.1 2 A-5.1 A•-5.1 2 A5:1 A-5.1 ff L ACE L ASE LI E LI E CONCRETE SLAB SAW CUT FLAN REINFORCED CONCRETE RC -I, ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN 'STRICT ACCORDANCE WITH'ACI 318-98, 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE.' RC -2. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRE651YE 5TRENGTH5 AT 28 DAYS, AS WELL AS OTHER PROPERTIES 5PECIFIED IN THESE DOCUMENTS. (SEE SPECIFICATIONS FOR ADDITIONAL DESIGN MIX REaUIREMENTS,) FOOTINGS: 3,000 P51 SLABS ON GRADE: 3,000 PSI, 31/2' THK. MIN. (4' NOM.) RC -3. CONCRETE SHALL BE READY -MIX, REGULAR WEIGHT FOR ALL STRUCTURAL USES, WITH MINIMUM DRY DENSITY OF 145 LB.. PER CUBIC FOOT, RC -4, CHAMFER ALL EXP05FD CONCRETE EDGES, INCLUDING THOSE TO RECEIVE STUCCO FIN15H (3i4') UNLE55 NOTED OTHERWISE. RC -5, REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318-98 AND ACJ DETAILING MANUAL, ACI 315. RC -(o, REINFORCING STEEL SHALL BE NEW, DEFORMED BARS, FREE OF RUST, SCALE AND OIL, CONFORMING TO A5TM A-615, GRADE 60 WITH A MINIMUM YIELD STRENGTH % 60,000 PSI, UNLESS OTHERWISE SHOWN, RC --f. PROVIDE CONTINUOUS REINFORCEMENT WITH ACI CLA55 'B' LAB SPLICES, OR A5 NOTED OTHERWISE. RC -8, WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A-185. PROVIDE MINIMUM 6' LAPS, TYPICAL. PROVIDE ADEQUATE SUPPORTS AND BOLSTERING TO PRESERVE THE SPECIFIED POSITION OF THE MESH DURING CONCRETE PLACEMENT AND FINISHING. RC -9. TERMINATE ALL DISCONTINUOUS ENDS OF TOP BARS WITH STANDARD ACI HOOKS. TURN HOOKS UP OR DOWN INTO SUPPORTING STRUCTURE. CORNER BARS SHALL BE SUPPLIED AND PLACED IN ADDITION TO HOOKED ENDS, PER THE DETAILS IN THESE DOCUMENTS, RC -10. PROVIDE THE FOLLOWING MINIMUM CONCRETE COVERAGE OVER REINFORCING UNLESS NOTED OTHERWISE: FOOTINGS, BOTTOM AND ENDS: 3' FOOTINGS, TOP 2' SLAB ON GRADE, BOTTOM: 3' SLAB ON GRADE, TOP: 1' RC -I1. PROVIDE CORE TESTING EVERY 50 CUBIC YARDS DURING SLAB POUR, RC -12. PROVIDE CONCRETE SLAB SAW CUTS PER ACI 224.38 A5 FOLLOWS: MAX. JOINT WIDTH - 24 TO 36 TIMES SLAB THICKNESS C15' MAX.) MAX. JOINT LENGTH 1.5 TIMES THE WIDTH CUT DEPTH - 1/4 OF THE SLAB THICKNESS (I" MIN. NOTE: SAW -CUT JOINTS SHOULD BE RUN WITHIN 4 TO 12 HR5. AFTER THE CONCRETE POUR HAS BEEN FINISHED. C7 L. 0 5GALE: li8d = P-0" ori/ x w FOOTING DESIGN CRITERIA WALL ASSEMBLY - A (WA -A) WALL ASSEMBLY -- B (WA -B) DESCRIPTION SIZE P.L.F. SIZE P.L.F. ROOF WOOD TRUSS/COMP SHINGLE 31 P5F/ 16' O.H. 5.0' SPAN HIP SET 185 25.-1' SPAN 951 WALL 8' CM.U, 10,0' BEAR. HT, 520 10.0" BEAR. HT. 520 FOOTING CONC. MONOLYTHIC (2-5) 16'W X 20'D 307 20'W X 20'D 383 TOTAL WALL ASSEMBLY LOAD AT SOIL BEARING 1,012 1,884 SOIL BEARING PRESSURE DESIGN LOAD: 2,500 PSF (WA -A) (WA -B) FOOTING SIZE: 16"W X 20"D 20"W X 20"D ALLOWABLE SOIL BEARING AT FOOTING: 1.3 x 1.0' X 2500 P 3,250 PLF 1Al X L0' X 2500 P5F 4,000 PLF SOIL BEARING LOAD AT FOOTING: 1,012 PLF 1,884 PLF ADEQUATE ADEQUATE CONCRETE NOTES 0E7IR FI L.,= FOUNDATION NOTES/DETAILS ._\4 REVISIONS A.I.A. FARA co a r c h i t e c t OFFICE BUILDING FOR: 780 Deltona Blvd. Suite 105- 0 4 [Deltona, Florida 32725 LOT' 1 -� LEXINGTON PARK a _j > 386.574.327 1' '" _j FL. REG. ARCHITECT NO. AR0005998 S.ANFORD, FLORIDA PROJECT NO.: u SHEET NO.: 0LX1ro3a5,1 DATE: 13 JAN 2010 DRAWN BY: A-5.1 JTR 9 '�; I-5/8" ACTUA 11 8" NOMINAL.. W11DTN 05 REBAR AT TOP MIN. (l) REO'D 1/2' CLEAR C.M.U. 'U" BLOCK POURED GONG. LINTEL TYPE VARIE5 (SEE LINTEL OPTION5) F = LINTEL FILLED WITH GROUT/ OF = UNFILLED QUANTITY OF 05 REBAR AT BOTTOM OF LINTEL CAVITY NOMINAL. IUIDTN � LOUANTITY OF *5 NOMINAL HEIGHT REBAR AT TOP T`'FE DESIGNATION NL 0 I` -_ � WI� BOTTOM REINFORCING PROVIDED IN LINTEL (VARIE5) 05 REBAR AT BOTTOM OF LINTEL CAVITY W to OPTION — A 8"x8" PRECAST LINTEL STEEL POWER BOX OPTION — B 8'x8" POWER BOX LINTEL DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERLY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.I.A. 8F16-1B/1T 8F22-1B/1T RECESSED 8F24-1B/1T SCALE: N/4 - INVERTED 848X16 C.M.U. °U" LINTEL CONC, FILLED DBL. RIBBED POWER STEEL a) - ! r OPTION — C 8"x8" POWER STEEL LINTEL .J BOTTOM REINFORCING PROVIDED IN LINTEL (VARIE5) "5 REBAR AT BOTTOM OF LINTEL CAVITY r OPTION — D 8nx6n RECESSED PRECAST LINTEL LINTEL, OPTIONS I. 7 —f_8'x8"x2'(N) CONC. , -�` SLAB m EA. END OPTION — E 8nx6n POWER BOX LINTEL ii� -V-1-11 LINTEL PLAN lot F}= OFFICE BUILDING FOR. � �� =�r a r c h i t e c t _ .,•CL O 780 C�eltona Blvd. Suite 1 05PARK Deltona, Florida 32725 LOT 16"LEXINGTO'N q) _j > 386-574-3271 J FL. REG. ARCHITECT NO. AR0005998 SANFORDD,FLORIDA :J LINTEL SCHEDULE LINTEL N0. TOTAL LENGTH TYPE CLEAR SPAN HEADER HT. LINTEL OPTION COMMENTS "f &APE L OAC) T,45L E NOTES 1. All values based on minimum 4' nominal bearing. Exception: Safe loads for unfilled L 1 lintels must be reduced by 202. IF bearing length is less than 8 F 24=0 1 V-' 8" Safe loads For all recessed lintels based on 8' nominal bearing. AIBIC 2, N.R. Not Rated. ;w. 3. Sage loads are total superimposed allowable load on the section specified. r' 4. 5a Fe loads based on grade 40 or grade 60 field rebar. K ji'�" 4^PTA,P3 �Q� +� �, Vim ;i�+ i 3,�.�:+�, 5. Additional lateral load capacity can be obtained by the designer by providing law 1 u'7` a —' ,«��. -;�4 ! !! - �.��r�,��;c�kc8a��A�a�r s �'u�. additional reinforced masonry above the precast lintel. �_�CA'4hf,. �L;J�B E 6. One 01 rebar may be substituted for two 0'5 rebars in 8' lintels only. 1k8>�1 1, The designer may evaluate concentrated loads from the safe load tables by M' A:y� MP 7�;A,8 calculating the maximum resisting moment and shear at d -away from the face of support. S, For composite lintel heights not shown, use safe load From next lower height. g, All safe loads in units of pounds per linear Foot. r ENEFAL. NOTES I. Provide full mortar head and bed ,joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the 'architectural and/or structural'drawings. 4. Llntels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 11'-4" and longer with a nominal height of S' meet or exceed L/180. 6, Bottom Field added rebar to be located at the bottom of the lintel cavity. 1, 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. S. Cast -in-place concrete may be provided 1� composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 MATEFI,4L5 1. F'c precast Ifntels = 3500 psi. 2. F'c prestressed Ilntcls = II pal. 3. F'c grout = 3000 psi w/ maximum 3/5' aggregate. 4, Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 pal. 5, Rebar provided in precast lintel per A5TM A615 GR/o0, Field rebar per 45TM A615 GR40 or GRoO. 6. Prestressing strand per ASTM A416 grade s 210 low relaxation, 1. 1/32 wire per A5TM A510. 8. Mortar per ASTM C210 type M or 5. '�; I-5/8" ACTUA 11 8" NOMINAL.. W11DTN 05 REBAR AT TOP MIN. (l) REO'D 1/2' CLEAR C.M.U. 'U" BLOCK POURED GONG. LINTEL TYPE VARIE5 (SEE LINTEL OPTION5) F = LINTEL FILLED WITH GROUT/ OF = UNFILLED QUANTITY OF 05 REBAR AT BOTTOM OF LINTEL CAVITY NOMINAL. IUIDTN � LOUANTITY OF *5 NOMINAL HEIGHT REBAR AT TOP T`'FE DESIGNATION NL 0 I` -_ � WI� BOTTOM REINFORCING PROVIDED IN LINTEL (VARIE5) 05 REBAR AT BOTTOM OF LINTEL CAVITY W to OPTION — A 8"x8" PRECAST LINTEL STEEL POWER BOX OPTION — B 8'x8" POWER BOX LINTEL DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERLY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.I.A. 8F16-1B/1T 8F22-1B/1T RECESSED 8F24-1B/1T SCALE: N/4 - INVERTED 848X16 C.M.U. °U" LINTEL CONC, FILLED DBL. RIBBED POWER STEEL a) - ! r OPTION — C 8"x8" POWER STEEL LINTEL .J BOTTOM REINFORCING PROVIDED IN LINTEL (VARIE5) "5 REBAR AT BOTTOM OF LINTEL CAVITY r OPTION — D 8nx6n RECESSED PRECAST LINTEL LINTEL, OPTIONS I. 7 —f_8'x8"x2'(N) CONC. , -�` SLAB m EA. END OPTION — E 8nx6n POWER BOX LINTEL ii� -V-1-11 LINTEL PLAN lot F}= OFFICE BUILDING FOR. � �� =�r a r c h i t e c t _ .,•CL O 780 C�eltona Blvd. Suite 1 05PARK Deltona, Florida 32725 LOT 16"LEXINGTO'N q) _j > 386-574-3271 J FL. REG. ARCHITECT NO. AR0005998 SANFORDD,FLORIDA :J LINTEL SCHEDULE LINTEL N0. TOTAL LENGTH TYPE CLEAR SPAN HEADER HT. LINTEL OPTION COMMENTS L 1 4,^,p,! 8 F 24=0 1 V-' 8" 8'-0" A.F,F. :. AIBIC �� ..�., s8 �}��4i�'A ,! ..�,1.� -F 2axOBiTc� „ at..,ra. 8,0.?;A K ji'�" 4^PTA,P3 �Q� +� �, Vim ;i�+ i 3,�.�:+�, M1 T .n 7 B : �f1 � law 1 u'7` a —' ,«��. -;�4 ! !! - �.��r�,��;c�kc8a��A�a�r s �'u�. rc. Ir �_�CA'4hf,. �L;J�B E 1k8>�1 a�p•'.,:r.1� zP i 12.' :: A,ii:'i�.8 M' A:y� MP 7�;A,8 REVISIONS PROJECT NO.: SHEET NO.: OLX1&3aL1 DATE: 13 JAN 2010 , DRAWN BY: ITR L. Q� I ;';�. ;, ;, _$ �a . �' 'r:, -?, ::4� '�;�! '' �� k. R I;' '" .�;,: w �� _. k..' ::,` _ - —_. _ _ —._ __ - - - _- L --;�— �—. - � —� - — _ _ - �' Y, �f ' r �. , �'_ �:.:' .y'= S" F' ' . '' �`..' F' .V';.�.. �, 5: ; �. �, ��1�'. t;� �; �.:: %�: �1',:'-' J � �. \` 1n,� l� .M', �:! �"� j C'::. .,', �. �, `d ;' �` , +J —) FRAME WALL ASSEMBLY NOTES - v 3�,•1:�"AYER�^� OGO,�,EII`11.5H�.OVI�I�.C�A � ; �c�,��`; 51�EA.TIrIING►�:�;�O,G: OVER \\ \\ WOOD BASED EXTERIOR TYVEK OR EQUIVALENT MOISTER BARRIER n SHEATHING (0.5.5. or PLYWD.) OVER SHEATHING (j1 OVER X11 l/J 15 LB. FELT DRAINAGE PLANE 15/32' C -D PLYWOOD OR -I/Ig," 0.5.5, SHEATHING W/ ALL EDGES BLOCKED ,AND ul \ ad COMMON NAIL5 im 4' O.C, AT EIPGES GALV. MTL. PAPER -BK 6' O.C. tv THE SHEATHING INTERIOR \ \ RIBBED LATHE 3 -LAYER STUCCO FINISH \ (-1/8' NOM, THICKNESS) \ DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING \\ AND MEMBRANE STRIP OVER { WOOD FRAME / MASONRY INSULATION W J METAL OR PLASTIC(SEE ELEVATION OR EXPANSION JOINT GONG. FILLED 'U' CMU LINTEL W/ CU "5 BAR CONT. FLOOR PLAN) OIL TOP OF MA50NRY WALL >, > a a \ -- MEMBRANE STRIP COVERING 25' MIN. LAP OF CELL = _ _ _ = tRU55 BEAR. Ht. WOOD FRAME / MASONRY REINF.- INTERSECTION UNDER ITU 8' MA30NRY EXPANSION JOINT EQUAL TO II EXTER, WALL \ PROTEGTO WRAP BT-2oxL 9" (IEE ELEVATION OR 4 a > > \ \ WIDE TO EXTEND 2' BELOW FLOOR PLAN) IIII THE GM.U. "J TRUS5 BEAR. HT. CONC. FLLLED BLK. CELL W/ (U ` > = = =)N_==1 = - = JII 05 ROp VERT. CONT. FROM FTR. CEMENTITIOU5 FIN15H = _ _ _ _ _ _ _ = it TO TIE BEAM (W1 25'. LAP) CIO A \ 8' MASONRi p ° , \ EXTER. WALL >� EDGE OF MASONRY WALL • STUCCO EXPANSION JOINT DTL. 5CALE- II -oil 20 CHANGE IN TIE BEAM SCALE: i/�� 3 1'-0. cei COMP051TION SHINGLES OVER 15 LB. COMP051TION SHINGLES OVER 15 L5. FELT ON 15/32' C -D PLYWD. OR FELT ON 15/32' C -D PLYWD, OR PRE-ENGINEERED 1/16" 0,5.15. SHEATHING PRE-ENGINEERED 71/16" 0,5,8. SHEATHING WD, TRUSS v 24' O.C;, WD, TRUSS m 24' O.C. MTL. DRIP EDGE MTL. DRIP EDGE 6 ALUMN. FASCIA OVER � ALUMN. FASCIA OVER q 2X6 SUB -FASCIA - 2X6 5U5 -FASCIA d� I _�-- VENTED ALUMN, SOFFIT VENTED ALUMN. SOFFIT VALLEY TRU55E5 �� \� uj 2x4 B CKING m 24' O. 2x4 N LER PRE-ENGINEERED ul D. R Q 24' O.C. � �\ !u w PRE-ENGINEERED PRE-ENGINEERED WD. TRUS5 m 24' O.C. COMPOSITION SHINGLES OVER 15 LB,. WD. TRUS5 m 24' O.C. COMPOSITION SHINGLES OVER 15 LB. " 12'-0' A.FF. 12 m' AF,F, PRE-ENGINEERED �<.- BEAR. HT. BEAR. HT. FELT ON 15/32" G -D PLYWD..OR FELT ON 15/32' C -D PLYWD. OR WD. TRUSS � 24" Or'. 7/16" 0.5.5. SHEATHING 7/16' 0.5.8. SHEATHING \ ----SIMPSON META 16 ID 24" O.C. 51MP50N META 16: TRUSS ANCHOR SIMPSON META 16 TRUSS ANCHOR SIMPSON META 16 TRUSS ANCHOR 51MPSON META 16- \ SIMPSON META 16 (UNLESS OTHERWISE (UNLESS OTHERWISE (UNLESS OTHERWISE -1 1 NOTED ON ROOF PLAN) ul -.` ul ,7. NOTED ON ROOF PLAN) �`�. �`'=� NOTED ON ROOF PLAN) I y-8'x16"(D) COMPOSITE LINTEL - IP _ \ a 10'-0' A,FF. \ BEAM (SEE LINTEL SCHED. 10'-0' A.F.F.u' iu , ' w 1 -A BEAR. NT. \ FOR TYPE d REINFJ BEAR. HC. 8'x16"CDJ COMPOSITE. LINTEL '� \ 11 BEAM (SEE LINTEL SCHED. : , I0'-0' AF-.-. to O A.F.F. \\� , EXTR, TYPE 4 REINF) EXTR. GLC, BOARD BEAR. HT. ` BEAR. HT. r If IIS. II: ` lk' MTL. DRIP EDGE MTL, DRIP EDGE Ix4 P.T. FURRING HORIZ. W/ CONC. FILLED 'U CMU (2) ROWS 8d NAIL5 m 8 O.C. CONC. FILLED U' CMU �I " 2x8 FASCIA or 2x8 FASCIA or LINTEL W/ (I) °5 LINTEL W/ (1) "5 a e = _ p e _ II " Ix8 FASCIA OVER Ij r, Ix8 FASCIA OVER BAR CONT. BAR CONT. 11 ' CONC. FILLED U' CMU - GONC. FILLED U CMU 2x4 5UB FASCIA 2x 4 U -F - it — x 5 B ASCIA II , L LMTEL W/ llJ �'S LINTEL W/ CI) "5 , = I 15/32' C -D PLYWOOD OR -1/16' 0,5.8. ��• •.II BAR CONT. VENTED ALUMN. SOFFIT BAR CONT, ; ' VENTED ALUMN. SOFFIT HORIZ. LADDER -TYPE ii - SHEATHING W/ ALL EDGES BLOCKED AND HORIZ. LADDER -TYPE r ad RING SHANK NAILS m 4' O,C, AT EDGES m GEMENTITIOU5 FINISH JOINT REINF. � 16 0.�, VERT, JOINT REINF. lo' O.C. VERT. _ (TYP, � C.M.U. WALLS) --� ii•' _ 4 6' O.C. -s THE SHEATHING INTERIOR (TYP. tv C,M,U. WALL5) 11.• It• LINTEL HEADER ll• It' (SEE LINTEL SCHED. ll,• u'• FOR TYPE 4 REINF.)'-CEMENTITIOU5 FINISH - II'• -TYVEK OR EQUIVALENT MOISTER II` Sx8x16 C.M.U. r BARRIER OVER SHEATHING II • - EMENTITIOU5 FIN15H 8x8x16 C.M.U. II 8x8x16 C.M.U. II HORIZ. LADDER -TYPE It ' u Ix4 P.T. FURRING VERT. W/ 11 - II JOINT REINF, � A O.G. VERT. II—NORIZ. LADDER -TYPE s f1: (TYP. CM.U. WALLS) JOINT REINF. 1D 16 O.C. VERT, l2) ROWS I /8' CASE � I'r'. , n ; HARDENED NAILS i 8' O.G. I ' tl tl•" _ fl•'. ALUMN. WINDOW it ; (TYP. m G.M.U. WALLS) P^ CONC. FILLED BL K. CELL W/ CONC. FILLED 5LK. CELL W/ II CONC. FILLED BLK. CELL W/ V J CU °5 ROD VERT. DONT. FROM HORIZ. EXTR. SIDING W/ (1) 05 ROD VERT. CONT. FROM Il:r 11. (U "5 ROD VERt, CONT. FROM 41 FTR, TO TIE BEAM W/ 25' LAP 1P, - C2J II/a" GALV, ROOFING FTR. TO TIE BEAM W/ 25' LAP IP; !b: ' FTR. TO CIE BEAM W/ 25" LAP CONC. FILLED SLK. CELL W/ BTM. d Io' HOOK m LINTEL NAILS im EA. IX4 FURRING t'� BTM. 4 10' HOOK m LINTEL BTM, d Im' NOOK LINTEL P.C. CONC, 511.E II.'; (1) 05 ROE) VER-, CONT, FROM dl a h u iP• : FTR. TO TIE BEAM W/ 25' LAP Q RECESS SLAB -/4' X -1-/.�'P Imo_ RECE55 SLAB iia' X 73/a'W II II' HORIZ. LADDER -TYPE = � BTM, d lo' NOOK w LINTEL m BLOCK WALL - 1x4 P,T, FURRING HORIZ, W/ m BLOCK WALL _ it JOINT REINF, tv 16' O.C.VERT, - 11 _ II•: - II•II• l2) ROWS 13/x" CASE I lip ' _ (TYP. m CM.U. WALLS) 4' CONC. SLAB W/ 6x6 _III' HARDENED NAILS 8" O.C. 4' CONC. SLAB W/ 6x6 II TUI :4 8x8x16 C.M.U. Sx8xl6 C.M.U. 010 WELDED WIRE MESH _ ull 010 WELDED WIRE MESH IIII - !''. ;' _ BEGETS SLAB 3/4. X -13/4'W � � � - II,• RECE55 CLAS 3/4' X `I3/4'W ! 4' CONC. SLA5 W/ 6x6 v BLOCK WALL 4 CON... SLAB W/ 6x6 Q E3 .0CK WALL l OR FIBERMESH REINF,- OR FIBERMEIH REINF. • . \ = ul _ . II NII':', 010 WELDED WIRE MESH 010 WELDED WIRE MESH Illt o' -o" Iltl m 0'-0. uG' IIII' ;• m�� m' -m" OR FIBERMESH REINF.- OR FIBERME5N REINF. �J FINISHED FLOOR -� -° :� -� FINISHED FLOOR - -�' -- 4 - ,. III . I: L FINISHED FLOOR m 01-0. �� m m -o IIS , .� W. '41 Ir . II. i •- d -- - FINISHED FL -- AAF FINISHED FLOOR I 4' CONC. SLAB a 4' CONC, SLAB " . I 0 6 -MIL. VAPOR 4!t it Q I 9 6 -MIL. VAPOR a .. BARRIER ON CLEAN, r' BARRIER ON CLEAN, .._ _LL '° �J�. `, = r' ENTRY ENTRYWELL COMPACTED •' WELL COMPACTED .- 6 -MIL. VAPOR 4 ' © 6 -MIL, VAPOR 4Ij Z TERMITE CREATED FILL TERMITE TREATED FILL BARRIER ON GLEAN, �, BARRIER ON CLEAN, cv ct� n1 z WELL COMPACTED • -GRADE TERMITE TREATED FILL z ^ TERMITE TREATED FILL •' ' z ^ GRADE WELL COMPACTED 16°x20'(D) CONT. MONO, 36'x2ia'(D) CONI. MONO. m FTG, W/ (2) 05 CONT, IE,� (I) 05 VERT, W/ 25' LAP 4 FTG. W/ (3) 05 CONT., aro (1) "5 VERT. W/ 25 LAP'S lo' HOOK m FTG. 10' HOOKm FTG. 16'x20'(D) CONT. MONO, 16'x20'(D) CONT. MONO, FTG. W/ (2) "5 CONT. IFS (l) 05 VERT. W/ 25' LAP i FtCz. W/ (2) "ta CONI. ICO ° - y lo" HOOK m FTG. 4' SEAM ENTRY SCALE: I =1' 3 COLUMN ENTRY SCALE: t�2' =1'-:a' • 2 -� TYP. C.M.U. WALL (W/ WINDOW) SCALE: '�z' � 1' TYP. C.M.U. WALL SCALE: '/2' : I'-o' '�FI�i+La ETAILS REVISIONS PROJECT NO.: SHEET NO.: DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT ANDFIRS �;� + r A.I.A, FAj� L O)LX1ro3c�SI OTHER PROPERTY RIGHTS IN THESE PLAN. '(HESE PLANS AND } ,' a r c h I t e C t OFFICE BUILDING FOR CO � CO DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR (� �/� /,� � �� a� � � 1- t..! v � DATE: COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE / a x 780 DeltOrlc`1' Blvd. JUite 105 O 13 JAN 2010 THEY TO BE ASSIGNED 'TO ANY PARTY WITHOUT FIRST LOT 1 .� X OBTAINING THE EXPRESSED WRITTEN PERMISSION AND �� C�eltOr��, Florida 3Z7?S 1 DRAWN BY: CONSENT OF GERALD R. GROSS, A.I.A. l 386-574-3 z 7 j '� JTR LLC FL. REG. ARCHITECT NO. AR0005998 S)kNFOfM, FLOFUDA I i U Ain 4 2x4'5 FIRESTOPPED 1. NAILHEAP5 EXPOSED OR COVERED W1 JOINT FINISHER. CY) 2. JOINTS -, EXPOSED OR COVERED W1 FIBER TAPE AND JOINT 0 FINISHER, AS AN ALTERNATE, NOMINAL 3/32" THICK GYPSUM > VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER 5A6E5OARr_)5, JOINTS REINFORCED. System No. W -L-1054 System No. W -L-2135 December 04, 2002 December 20, 2000 .3. NAIL$ - &a CEMENT COATED NAILS 1-1/8" LONA, SHANK DIAM., 1/4" DIAM. HEADS, AND ad CEMENT COATED tie F Ratings -- I and 2 Pr (See Items I and 3) F Ratln!@ I Hr NAILS 2-3/a" LONG, 0.113- SHANK DIAM., 9/32- DIAM, HEADS. T Rating -- 0 Hr T Rating I Hr < L Rating At Ambient -- Less Than I CFM/Sq Ft L Rating At 400 F -- 4 (_-FM/5q Ft 4. Gypsum eoARO, =5V8'THICK PAPER CR, VINYL SURFACED, MW W1 BEVELED, SQUARE, OR TAPERED EDGES, APPLIED EITHER HORIZONTALLY OR VERTICALLY. GYPSUM PANELS NAILED T 1A 1A O.C. W1 6d "CEMENT COATED NAILS 1 -1/a -LONG, 0,0915' SHANK Z A DIAMAND ]51&4" DIAM. HEADS, WHEN, USED IN WIDTHS OTHER 2 3B THAN 48', .GYPSUM PANELS ARE TO 5E= INSTALLED HORIZ. 0 A 2 A 41- 1 -HOUR FIRE PARTITION (UL 263/Des N®. U305) Z (A 3 100 4 2_�- 3A X SECTION A -A �A�\-C2 3A VALLEY TRU55 6 24' O.C. 1. Wall Assembly SECTION A -A The I or 2 hr fire -rated gypsum wallboard/stud wall COMPOSITION SHINGLES OVER assembly shall be constructed or the materials and In the manner 1. Wall Assembly -- The fire -rated gypsum wallboard/stud wall assembly 1�, L5, FELT ON SHEATHING 4'-0' MIN. 4'-0' MIN. specified In the Individual U300 or U400 Series Wall and Partition shall be constructed of the materials and in the manner specified in the 51V TYPE C or e/V TYPE C_ or Desl!�)ne In the UL Fire Resistance Director and shall Include the individual U300 or U400 Series Wall and Partition Designs in the UL Fire VALLEY FRAMING FIREC;ORE I)IRYWALL rIREC0fRE PFRYWALL %D Following construction Features: Resistance Directory and sholl include the following construction features: (SEE 31/5-3) FLASHING AS READ UNDER SHEATHING UNDER 5�IEATHING COMPOSITION SHINGLES OVER A. Studs -- Wall Framln!� mci� consist of either wood studs or steel max 24 in. OC. (SEE E,2/5-3) 15 LB. FELT ON SHEATHING A. Studs. -- Wall framing may consist of either wood studs or steel channel channel studs. Wood studs to consist or nom 2 by 4 in. lumber spaced 16 in, OC, Steel studs to be min 2-1/2 In, wide and spaced max 24 In. CC. studs, Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. 1, __ — Steel studs to be min 2-1/2 in, wide and spaced max 24 in. OC. - - - - - - When steel studs are used and the diam of opening exceeds the width or stud cavity, the opening shall be Framed an all sides using lengths ofX steel stud installed between the vertical studs and screw -attached to specified in the individual Wall and Partition Design. Max diam of opening is TYPE C or F IRECORE TYPE C or FIfRECT-RE the steel studs at each end. The Framed opening In the wall sh,911 be 4 to DFTJJ),4LL UNDER 5HEATHINr:s DRYWALL (INDER SHEA10ING (o In. wider and 4 to (o in. higher than the diam OF the penetrating item B. Gypsum Board7-1/4 in. -- One layer of nom 5/8 in. thick gypsum wallboard, as —DBL. 2X4 TOP PLATE such that, when the penetrating Item 15 installed In the opening, a 2 to 3 2. Through Penetrants -- One nonmetallic pipe to be centered within the In. clearance Is present between the penetrating item and the framing an firestop system. An annular space of 1/4 to 3/8 in. is required in the all Four sides. firestop system, Pipe to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmetallic pipes may be used: PRE-ENGINEERED 4 5. Gypsum Board#- 5/a in. thick, 4 ft wide with square or tapered edges.' A. PRE-ENGINEERED olyvinyl Chloride (PVC) Pipe -- Nom 6 in. diam (or smaller) Schedule T U 55 2 4' O.C. The gypsum board type, thickness, number or layers, Fastener type and 40 cellular or solid core PVC pipe for use in closed (process or supply) or TRUSS tv 24' O.C. sheet orientation shall be as specified In'the Individual U300 or U400 vented (drain, waste or vent) piping system. Series Design In the UL Fire FRe-515t4rice Directory. Max diam of opening 8, Chlorinated Polyvinyl Chloride (CPUC) Pipe -- Nom 6 in. diam (or smaller) Is 32-1/4'In. for steel stud walls. Max diam of opening 15 14-1/2 In, for SDR 17 CPUC pipe for use in closed (process or supply) or vented (drain, wood stud walIs. waste or vent) piping systems. The F Rating of the firestop system Is equal to the fire rating or the wall C. Acrylonitrile Butodiene Styrene (ABS) Pipe -- Nom 6 in. (or smaller) 101-0' HT._ or assembly. diam Schedule 40 cellular or solid core ABS pipe for use in closed (process 101-0* AFF' ' ' RA-,\ BEA. HT. or supply) or vented (drain, waste or vent) piping systems. BEAR. HT. U) 2. Through -Penetrants .3. Firestop System -- The firestop system shall consist of the following: One metallic pipe, conduit or tubing to be Installed either concentrically or eccentrically within the firestop system. 1 -HOUR FIRE P,4RTITION: The annular space shall be min 0) In. to max 2-1/4 in, Pipe may be Installed A. Fill, Vold or Cavity Material* -- Coulk -- Min 1/2 in. thickness of fill I -HOUR FIRE PARTITION: < with continuous point contact. Pipe, conduit or tubing may be installed at material applied within the annulus, flush with both surfaces of wall.DBL. 2X4 TOP PLATE UL DE -5 U305 DBL. 2X4 TOP PLATE UL DE5 U30r-7 an angle not greater than 45 degrees from perpendicular, Pipe, conduit RECTORSEAL -- Metacaulk 1000 or tubfne to be rigidly supported on both sides or wall assembly. The(SEE t�)%. 41/5-2) (SEE DTL. 41/5-2) W following types and sizes or metallic pipes, conduits or tubing may be B. Firestop Device* -- GaIv steel collar lined with an intumescent material used: sized to fit specific diam of the through penetrant. Device to be installed Q around through penetrant in accordance with accompanying installation 2; —2X4 UJD. BLOCKING -w 5'-0' APP. A, Steel Pipe - Nam 30 in clam (or smaller) Schedule 10 (or heavier) instructions. Device incorporates anchor tabs for securement to both 2X4 WD, BLOCKING A.F.F. Z steel pipe. surfaces of the wall by means of 1/8 in. diameter by 2-1/2 in. long steel B. Iron Pipe - Nom 30 in. diam (or smaller) castor ductile Iran pipe, hollow wall anchors at each anchor tab. 0 1,&cT ,rynR��A� UL j Collar PlMark C. Conduit - Nam 4 in diam (or smaller) steel electrical metallic tubln2 or on 2x4 STUDS 16' O.C. In. diam steel conduit. 2x4 STUDS iffl 16' O.C. D. Copper Tubing - Nom (o in, diam (or smaller) Type L (or 2x4 FT. BTM. PLT, 2x4 PT. BTM. PLT. copper tubing. W1 T -NAILS im 24' O.C. W/ T -NAILS 1v 24, ac, E. Copper Pipe - Nom ro in, diam (or smaller) regular (or heavier) 4' CONC. SLAB W/ (ox& copper pipe, 4CONC., 5LA5 W/ Oxib 010 WELDED WIRE MESH 010 WELDED WIRE MESH OR FIBERMESH REINF, 3. Fill, Vold or Cavity Material* OR F15ERMESH RE INF. W Sealant - Min EV5 in, thickness of fill material applied within the annulus, Flush with both surfaces of wall. At the continuous or cantInuoucontact locations between pipe and wall, a min 1/2 In, on 01-0 U_ diam bead of Fill material shall be applied at,thc pipe wall interfaceFIN, FLR. 77 both surfaces or wall FIN. FLR. .. HILTI CONSTRUCTION CHEMICALS, DIV OF Zr,-M 14ILTI INC, -- F5 -One Sealant Z6 -MIL. VAPOR BARRIER ON CLEAN, WELL VAPOR BARRIER ON CLEAN, ELL COMPACTED TERMITE TREATED FILL WELL COMPACTED TERMITE TREATED FILL 'Bearing the UL Classification Mark 12 -1 -HR. FRAME FIRE PARTITION VALLEY TRUSSES SCALE: '/2' 1'-0' 11 TYPICAL 1 -HR. FRAME FIRE PARTITION SCALE; 1/2' 1'-0' 0E 7FRRL_j= REVISIONS PROJECT NO.: SHEET NO.: FIRE'PARTITION DETAILS 0LXIro3a52 DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND 13 A.I.A. FARA (0 CY) OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND Fl"v"ST W a rc h it e c t OFFICE BUILDING FOR: DATE: DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR 13 JAN 2010 COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE M E R C I A L Sults 105 0 4) THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST 780 Deltona Blvd. S e X U Deltona, Florida 32725 LOT 16 LEXII.NGTONPARK 4) _j > DRAWN BY: b�2 OBTAINING THE EXPRESSED WRITTEN PERMISSION AND C ON N: S T"xw'V%4 TJ qC" 0 N 4 CONSENT OF GERALD R. GROSS, A.I.A. _j JTR SANFORD, FLORIDA FELT PAPER ROOF SHEATHING (4) 1/41 x 21/4 TITEN SCREWS BUCK: PRECAST LINTEL FILLED TRUSS TOP W/ CONC, W/ (1) "`E� IX�I CORD MEMBER BAR CONT. (STUD GRADE) PASTENER5 8' C.M.U. WALL 11/4 " X 2 ., TAF'CON (1'/4' EMBED. INTO CONC.) HEADER BUCK FA5TENER5 SHINGLES. NO, OF F5TNRS, EA, END IX 2 '/z 3X 2 2X 2 3X VENEER (SEE ELEV.) X6_ .3 X1 SUBTERRANEAN TERMITE PROTECTION XS 3 20a0- 3080 3 2 3080 W/ (1) SIDE LITE CEMENTITIOUS FINISH 3 3080 W/ (2) SIDE LITES 4 3 < SIDE WINDOW 15 LOCATED BELOW 30' ABOVE THE GROUND DOOR LOCATION MAY BE AT ANY POINT ON A WALL FELT PAPER--- ° ♦' / ° ♦ CLEARANCE BETWEEN EXTERIOR WALL BUCK FASTENER REQUIRED TO BE WITHIN 4' OF BUCK END NO CLOSER THAN 2' FROM BUCK END HEADER I X HEADER aUcK sucK FASTENER REQUIRED TO BE WITHIN 4' OF BUCK END N _ NO CL05ER THAN 2" FROM BUCK END ALUMN, WINDOW U 4'x5' 26 GAUGE GALV, ALUMN.. ROOF SHEATHING COVERINGS AND FINAL EARTH GRADE Ii (INSTALLED A5 PER MANUF. 5PEG5J 8X8X16 CM.U. FLASHING W/ I'/a' ELECTRO GALV. `�,\� ON THE BUILDING SHALL NOT BE LE55 II v ROOFING NAILS m 6' O.G, W/ ALL TRUSS TOP CORD MEMBER -\ THAN 6 INCHES, (FBC 1403.1.6) EXCEPT: II WEATHER PLASTIC ROOF CEMENT I. PAINT OR DECORATIVE CEMENTITIOUS II ABV. < BLW. FLASHING 28 GAUGE GALV. ALUMN, DRIP FINISH LE55 THAN %' THICK ADHERED Q. INSERT 05 ROD IN EDGE W/ 11/4' ELECTRO GALV. DIRECTLY TO THE MASONRY FOUNDATION Q it EPXOY FILLED DRILLED ° SHINGLES ROOFING NAILS m 4' O.C. W/ ALL 5IDEWALL. -1 HOLE • WEATHER PLASTIC ROOF CEMENT 2. ACCESS OR VEHICLE RAMPS WHICHU Z d FELT PAPER BTWN, FELT PAPER d SHINGLES (FIRST 18' FROM EDGE) RISE TO THE INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH RAMPS ONLY.`L I 4' CONC, SLAB W/6X6 "Im 3. A FOUR INCH INSPECTION SPACE ABOVE IT WELDED WIRE MESH m PATIO AND GARAGE 5LAB5 AND ENTRY AREAS. II 4. IF THE PATIO HAS BEEN 501E TREATED FOR II If %z' DRYWALL ALUMN. WINDOW W/ ►�! TERMITES, THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR FINISH FLOOR m' -m' Ix4 P.T. WINDOW BUCK W/ TAPCONS A5 PER SCHEDULE 1x6 P.T. FURRING STRIPS FASTENERS A5 PER MANUF. SPECS. CEI9ENTITIOUS FINISH �. ELEVATION ON MASONRY coNSTRUC-TION ONLY. FINISHED FLOOR Z .° a ROOF SHEATHINGMASONRY 5. VENEERS I T Ix4 P.T. WINDOWBUCK W/ d ' TRU55 TOP CONDENSATE LINES AND ROOF DOWN SPOUTS SHALL AT LEAST FOOT AWAY FROM THE DRILL 3/4' DIA. HOLE 8' (MIN.)L9 _ �y CO WINDOW JAMB DETAIL 1' 1'-0' '/4' x 2' TAPCONS (EMBED. INTO CONC.) a SXSX16 G.M.U, CORD MEMBER DISCHARGE ONE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND INTO CONC, FTG. W/ N SCALE: � 11/4' PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN SPOUTS ARE REQUIRED ON ALL BUILDINGS LOC-TITE 2 -PART EPDXY SEE FOUNDATION PLAN FOR 1x6 P,T. FURRING STRIPS Z'/z, DRYWALL p WITH EAVES OF LE55 THAN SIX INCHES HORIZONTAL FOOTER SIZE AND REINF. 2 - SIDE WINDOW BUCK 53 FLASHING 55 M TA L DRIP PROJECTION EXCEPT FOR GABLE AND RAKES ON A ROOF ABOVE ANOTHER ROOF, IRRIGATION/SPRININ KLER NOT d FTG. TYPE SCALE: I" = I'-(0' AND R15ER5 FOR SPRAY HEADS SHALL BE THIS APPLICATION COMPLIES WITH THE LETTER IN INTENT.OF.THE STANDARD. ANGLE. 5 ALE:' 2 = 1 -O C - ®� SCALE: 2" - P-0` INSTALLED WITHIN ONE FOOT OF THE BUILDING SIDEWALL. (FBc 1503.4.4) BUILDING CODE AND THE DETAIL$ OF REINFORCEMENT AS PUBLISHED BY THE 318-89, ��- APPROVED PHYSICAL BARRIER SHALL AL50. BE AMERICAN CONCRETE INSTITUTE, SPECIFICALLY CEMENTITIOU5 FINISH h '/z' DRYWALL CEMENTITIOUS FINISH 1/2' DRYWALL /z w SHINGLES INSTALLED FROM BELOW THE WALL SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED IN A MORTAR JOINT, IF MASONRY EXTENDS BELOW GRADE, A 33 -- DOWEL REPLACEMENT DETAIL ALUMN. WINDOW (INSTALLED AS PER h LINTEL HEADER (SEE LINTEL SCHEDULE LINTEL HEADER (SEE LINTEL SCHEDULE FOR TYPE d REINF.) LJ TRUSS TOP CORD MEMBER VENEER (SEE ELEV.) TERMITE PROTECTIVE TREATMENT MUST BE APPLIED TO THE CAVITY CAVITY CREATED BETWEEN THE VENEER AND THE FOUNDATION, IN LIEU OF A PHYSICAL BARRIER. MANUF. SPECS.) - FOR TYPE d REINF.) 1x6 P.T. FURRING STRIPS Ix2 P,T, FURRING STRIPS ROOF SHEATHING 4'x5' 26 GAUGE GALV. ALUMN. (FBG 2116.2) 15/32' C -D PLYWOOD OR Ix4 P.T. WINDOW BUCK W/ FELT PAPER FLASHING W/ 1'/4' ELECTRO GALV, BRICK, STONE, OR OTHER vENEER SHALL BE SUPPORTED Ix4 F.T. WINDOW BUCK W/ 7/16" O.S.B. SHEATHING 1/4' x 2' TAPCON5 (EMBED. ROOFING NAILS tD 6' O.C. W/ ALL BY A CONCRETE BEARING LEDGE OF SUCH THICKNESS TAPCONS AS PER UP ALL EDGES BLOCKED ' 1 /a INTO GONG.) s 12 01. 24'(W) 26 GAUGE GALV. ALUMN, FLASHING WEATHER PLASTIC ROOF CEMENT AS REQUIRED BY CHAPTER 14, WHICH 15 POURED INTEGRALLY WITH THE CONCRETE FOUNDATION. NO FASTENER SCHEDULE AND 8D COMMON NAILS � 4" O.C. AT EDGES 1x6 HEADER FURRING W/ 1'/4' ELECTRO GALV. ROOFING NAILS A 6° O.C. W/ ALL WEATHER ABV, d BLW. FLA5HINc SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH '-2x4 BLOCKING Q 6' O.C. PLASTIC ROOF CEMENT ABY. SHINGLES WILL CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT SUPPLEMENTAL TREATMENT IN THE FOUNDATION M T S 6 SIMPSON, ALUMN. WINDOW W/ W/ (2) 10d IV EA. END TO d BLW. FLASHING FELT PAPER UNLESS THERE IS AN APPROVED PHYSICAL BARRIER (FBG 2116.2) SCREW SCREW WINDOW INDOW ADR DETAIL FASTENERS A5 PER MANUF. SPECS. PLYWD. 3/a' C� CLEARANCE BETWEEN U100D SIDING AND EARTH ON THE DIAMETER: LENGTH; NO. OF SCREWS UPLIFT LATERAL SCALE: 1' 1'-0' 4'(W) PLYWp, W/ (2) 8d L EXTERIOR OF A BUILDING SHALL NOT BE LE55 THAN 6 INCHES EXCEPT WHERE SIDING, SHEATHING, AND WALL FRAMING 1 -HEADER FR AMING SECTION FRAMING ARE OF APPROVED PRESERVATIVE TREATED 2 14" 4 840 275 L/� / ALUMN. WINDOW w- SCALE: I' = I' -m' WOOD OR APPROVED NATURALLY DURABLE WOOD, (INSTALLED AS PER (FBG 2204.2.6) STRAPS MAY BE DOUBLED FOR 1&00 L-BCJ. UPLIFT MANUF. SPECS.) 00 00, DECKS, FENCES, PATIOS, PLANTERS, OR OTHER WOODEN BUILDING COMPONENTS THAT DIRECTLY ABUT THE SIDEWALL OF THE FOUNDATION OR THE STRUCTURE SHALL 4 550 L55 LATERAL LOAD WD. OR MARBLE SILL LINTEL HEADER P.G. CONC. SILL (SEE LINTEL SCHEDULE BE CONSTRUCTED $0 AS TO PROVIDE: 1. SCREWS TO BE EMBEDDED IN CONC. FILLED LINTEL BLK. OR FOR TYPE d REINF,) 1. 18 INCHES CLEARANCE BENEATH, OR CONC. FILLED BLK. CELL SX8Xl6 G.M.U. 2. 6 INCHES CLEARANCE BETWEEN THE TOP OF THE COMPONENT AND THE EXTERIOR WALL COVERING 2. CALCULATIONS BASED ON THE ALLOWABLE LOADS CEMENTITIOU5 FINISH - j - -- L Ix4 P,T, WINDOW BUCK W/ '/a" x 2' TAPCONS (EMBED. 52 SLASHING (� oR 3. HAVE COMPONENTS THAT ARE EASILY REMOVABLEREPORT #33%O, ICBG) X 133 UPLIFT FACTOR. Ix2 P.T. FURRING STRIPS i �„� '� i ' I /4 INTO CON(,) � I2' O.C, CL VALLEY SCALE: 2" = l _Oi VALLEY BY SCREWS OR HINGES TO ALLOW ACCESS FOR INSPECTION OF THE FOUNDATION SIDEWALL AND 3. SCREWS MUST BE INSTALLED AS PER MANUF, SPEC, axaxl6 C.M.U. !�% �'. 15/32' C -D PLYWOOD OR 7/16' 0,5.8. SHEATHING TREATMENT FOR TERMITES. (FBC 2304.2.7) DRYWALL 2 .ALUMN. WINDOW W/ ALL EDGES BLOCKED PRE-ENGINEERED TRU55 AND 8D COMMON NAILS 4' O.C. AT EDGES 56 —� FLASKING GABLE/WALL SUBTERRANEAN TERMITE tv 24 O f--. . _ 48 xl2 GALV. ALUMN. OFF RIDGE W/ 0/4' GALV.�' PROTECTION VENT ELECTRO 'ROOFING NAILS � 6' o.C. W/ ALL WEATHER CEMENT SCALE: 2 - 1 -� 1-106 im TRU55 WINDOWSILL DETAIL ARCHFRAMED HEADER DETAILSCALE: I/z` I'-0' PLASTIC ROOF SN ABV. BLW, FLASHING SIMPSON MTSM 16 -----___ z SHINGLES l I/ FELT PAPER ROOF SHEATHING (4) 1/41 x 21/4 TITEN SCREWS BUCK: PRECAST LINTEL FILLED TRUSS TOP W/ CONC, W/ (1) "`E� IX�I CORD MEMBER BAR CONT. (STUD GRADE) PASTENER5 8' C.M.U. WALL 11/4 " X 2 ., TAF'CON (1'/4' EMBED. INTO CONC.) HEADER BUCK FA5TENER5 WINDOW FLANGE SIZE NO, OF F5TNRS, EA, END IX 2 '/z 3X 2 2X 2 3X 2 32 — OPTIONAL TRUSS. TIE . .5CALE: 3/4' n -0' OR 21/2 1 r AM N H LE 3/1(0 X TAPCON 51 D E BUCK FASTENER5 WINDOW FLANGE SIZE NO. OF F5TNRS. EA: SIDE X2 2 X3, 2 X4 2 X5 2 X6_ .3 X1 3 XS 3 �3UCK: lx4 F.T, 5:np. (STUD GRADE) PA5TENER5: 11/4 " X 2 " TAPCON (1'/4' EMBED. INTO CONC.) OR 3/16" X 211/2 TAf 'CON 2x4 FR I G O IN SHEATHING FOR VENT (13/4' EMBED, INTO CONCJ (13/4' EMBED. INTO GONC,) TRU55 TOP CORD BEYOND 1X4 P.T. BUCK W/ TAPCON FASTENERS FASTENER SCHEDUL DOOR SIZE MIN, " FSTNRS. EA.91DE HEAD 51NGLE DOOR 2068 - 3068 3 2 3068 W/ (1) 51DE LITE 3 3 3068 W/ (2) 51DE LITES 3 3 20a0- 3080 3 2 3080 W/ (1) SIDE LITE 4 3 3080 W/ (2) SIDE LITES 4 3 FASTENER SCHEDUL0 POOR SIZE MIN, a F5TNR5. EA. sloE HEAD DOUF3LE DOOR DBL, 2068 - 28/98 3 3 DBL. 3068 4 4 DBL, 3068 W/ (2) 51DE LITES 4 5 DBL. 2080 - 2680 4 3 DBL, 2880 - 3080 4 4 DBL. 3080 W/ (2) SIDE LITES 5 5 < 51 OFF RI DG VENT SCALE: 2° = P -O" E NCINEERINCx 5F'ECS. WIND LOAD FACTOR UP TO: -44115$. PER SQ. FT. 1X4' P.T. BUCK W/ TAPCON FASTENERS ENCzINEERINC SPECS. I � � I ° , I ♦ HEADER LBS. PER 5Q. FT. 411, RIDGE .'♦ I s _ ♦ I �♦ ° ♦ ♦'O1/` BUCKMASONRY WIND LOAD, FACTOR UP TO: -44,1 L55. PER 50. FT, WINDOW LOCATION MAY BE AT ANY POINT ON A WALL 4' MAXMIN.. OPENING +35,9 LBS. PER 5Q. FT. 2 I < SIDE WINDOW 15 LOCATED BELOW 30' ABOVE THE GROUND DOOR LOCATION MAY BE AT ANY POINT ON A WALL ° ♦' / ° ♦ BUCK FASTENER REQUIRED TO BE WITHIN 4' OF BUCK END NO CLOSER THAN 2' FROM BUCK END HEADER I X HEADER aUcK sucK FASTENER REQUIRED TO BE WITHIN 4' OF BUCK END N _ NO CL05ER THAN 2" FROM BUCK END R®OF ASSEMBLY {DETAILS SHEATHING TYPE & FASTENING: 15/32' C -D PLYWOOD OR 7/16' 0.5,5. SHEATHING W/ Bd COMMON NAILS m 4' O.C, ON EDGES AND FIRST FOUR FEET OF ROOF SHEATHING FROM ALL EDGES, AND 6' O.C. 6 SHEATHING INTERIOR FELT PAPER TYPE & FASTENING: COMPOSITION 15 LB. FELT OVER SHEATHING W/ -/e' CAPPED ROOFING NAILS m 6" O.C. a OVERLAPS d 12' O.C. fD FELT INTERIOR SHINGLE TYPE & FASTENING: COMPOSITION COMP051TION SHINGLES W/ (6) 11/4" ELECTRO GALV. ROOFING NAILS e EA. SHINGLE W/ FULL SHEATHING PENETRATION VENT TYPE &_ FASTENING: 4'-0' x I'-0' GALV. OFF -RIDGE vENT5 W/ 11/41 ELECTRO GALV. ROOFING NAILS m 6' O.C, FLASHING TYPE & FASTENING: COMPOSITION 26 GAUGE GALV. ALUMN. FLASHING W/ 11/4' ELECTRO GALV, ROOFING NAILS -W 6 / FASTENER TO 13E SPACED EQUALLY BIDE D K. , BUCK FASTENERS TO BE SPACED EQUALLY i FULL EMBED. OF SCREW HEAD INTO BUCK s FULL EMBED. OF SCREW HEAD INTO BUCK / WINDOW STYLES INCLUDE: 51NGLE/DOUBLE HUNG, DOOR BUCK TO BE MIN. OF 3/4' THK, HORIZONTAL ROLLER, AWNING OR FIXED GLASS DOOR X 2-16d TOE NAIL m RIDGE BEAMUJINDOW BUCK TO BE MIN, OF 3/4' THK. OPN�. <( WINDOW OFNC�. 2x8 RIDGE BEAM SIMPSON L5TA 12 UJ/ EXISTING RAFTER 10-10d WHEN RAFTER - OR TRUSS TOP CORD EXCEEDS 6'-0' UNDER SHEATHING MASONRY WINDOW OPENINGS > ' =' (ALL BFiANOS) . �. SCALE N/A DOOR OPENINGS (ALL BRANDS) I fQ - - 2x(o CONY. FRAMED w RAFTERS EA. RAFTER TIED TO 2x6 PLATE w/ 4-16SIMPSON MTS 12 OR d TOE NAIL 2x8 RIDGE , - H 2.5 / y BEAM INTO LAST TRU55 TO FORM VALLEY RIDGE x6 PLAT E W/ SIMPSON 2x4 COLLAR TIE W/3-1061 - MT5 12 - 48' O.C. TIED TO im EA. END Q EVERY THIRD ROOF TRUSSES BELOW PAIR OF RAFTERS OR FOROR . 0) ` EASPANS OVER 10'-0' � (3) SIMPSON SDS 1/4'x3'i2' ♦ SCREW im EA. TRUSS OR RAFTER MEMBER UNDER SHEATHING m 34' O.C. MAX, ROOF ASSEMBLY/NAILING DETAIL SCALE: 11/4 - I -� 37 — VALLEY CONY. FRAMING DTL, - Nu' E. FR R D TAIL REVISIONS PROJECT NO.: SHEET NO.: DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND ~ ` c� � 1.,.7 ��+ M.A• FAR/ �' �DLiCI�o2dS3 OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND � � a r c h i t e c t OFFICE BUILDING FOR: L�� . DATE: al DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR{? -�-+ l.. 13 JAN 2110 COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARS C 0 U 780 Deltor--,a •B►gid. Suite I o� LST � = LEXINGTON �� ° �' .o.' THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST �e'Itc:)na, Florida 32725 N -� ��' PRAWN BY: OBTAINING THE EXPRESSED WRITTEN PERMISSION AND C ON MIO CONSENT OF GERALD R. GROSS, A.I.A. 3 8 �7 S 7 �1 ' 3 2 % 1 -� ,JTR LLC �,`� FL. REG..°�RCHITECT NO. f�R0005998 S1�I�F®KD, ��O��i.t�. � I � � I ° , I ♦ 411, RIDGE .'♦ I s _ ♦ I �♦ ° ♦ ♦'O1/` .}� I 0° '�'♦ LO�♦ ♦ I ♦ °° I I', - - - --- - - - - -- - -- -- , < / FASTENER TO 13E SPACED EQUALLY BIDE D K. , BUCK FASTENERS TO BE SPACED EQUALLY i FULL EMBED. OF SCREW HEAD INTO BUCK s FULL EMBED. OF SCREW HEAD INTO BUCK / WINDOW STYLES INCLUDE: 51NGLE/DOUBLE HUNG, DOOR BUCK TO BE MIN. OF 3/4' THK, HORIZONTAL ROLLER, AWNING OR FIXED GLASS DOOR X 2-16d TOE NAIL m RIDGE BEAMUJINDOW BUCK TO BE MIN, OF 3/4' THK. OPN�. <( WINDOW OFNC�. 2x8 RIDGE BEAM SIMPSON L5TA 12 UJ/ EXISTING RAFTER 10-10d WHEN RAFTER - OR TRUSS TOP CORD EXCEEDS 6'-0' UNDER SHEATHING MASONRY WINDOW OPENINGS > ' =' (ALL BFiANOS) . �. SCALE N/A DOOR OPENINGS (ALL BRANDS) I fQ - - 2x(o CONY. FRAMED w RAFTERS EA. RAFTER TIED TO 2x6 PLATE w/ 4-16SIMPSON MTS 12 OR d TOE NAIL 2x8 RIDGE , - H 2.5 / y BEAM INTO LAST TRU55 TO FORM VALLEY RIDGE x6 PLAT E W/ SIMPSON 2x4 COLLAR TIE W/3-1061 - MT5 12 - 48' O.C. TIED TO im EA. END Q EVERY THIRD ROOF TRUSSES BELOW PAIR OF RAFTERS OR FOROR . 0) ` EASPANS OVER 10'-0' � (3) SIMPSON SDS 1/4'x3'i2' ♦ SCREW im EA. TRUSS OR RAFTER MEMBER UNDER SHEATHING m 34' O.C. MAX, ROOF ASSEMBLY/NAILING DETAIL SCALE: 11/4 - I -� 37 — VALLEY CONY. FRAMING DTL, - Nu' E. FR R D TAIL REVISIONS PROJECT NO.: SHEET NO.: DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND ~ ` c� � 1.,.7 ��+ M.A• FAR/ �' �DLiCI�o2dS3 OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND � � a r c h i t e c t OFFICE BUILDING FOR: L�� . DATE: al DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR{? -�-+ l.. 13 JAN 2110 COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARS C 0 U 780 Deltor--,a •B►gid. Suite I o� LST � = LEXINGTON �� ° �' .o.' THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST �e'Itc:)na, Florida 32725 N -� ��' PRAWN BY: OBTAINING THE EXPRESSED WRITTEN PERMISSION AND C ON MIO CONSENT OF GERALD R. GROSS, A.I.A. 3 8 �7 S 7 �1 ' 3 2 % 1 -� ,JTR LLC �,`� FL. REG..°�RCHITECT NO. f�R0005998 S1�I�F®KD, ��O��i.t�.