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HomeMy WebLinkAboutPLANSREVISIONS MADE BY AND DATE REVISIONS PER CUSTOMER R% 08-23-06 REVISIONS PER ENGR. _ RW BLDG. DATA: FIRST FLOOR LIVING AREA: 2,596 S.F. SECOND FLOOR LIVING AREA: 867 S.F. TOTAL LIVING: 3463 S.F. GARAGE: 641 S.F. PORCH: 615 S.F. ENTRY: 187 S.F. TOTAL: 4,906 S.F. WALL LEGEND: INDICATES RAKE WALL AT 10'-1" ABOVE FINISHED FLOOR. INDICATES 8" CMU MASONRY WALL AT 9'-6" ABOVE FINISHED FLOOR ®INDICATES 8" CMU MASONRY WALL AT 10'-1" ABOVE FINISHED FLOOR ®INDICATES 8" CMU MASONRY WALL AT 7'-0" ABOVE FINISHED FLOOR INDICATES 3 5/8" METAL FRAME WALL w/ 1/2" DRYWALL EACH SIDE ® INDICATES 3 5/8" METAL FRAME WALL OR PLANT SHELF 0 8' A.F.F. INDICATES 3 5/8" WOOD FRAME WALL w/ 1/2" DRYWALL EACH SIDE ® INDICATES 3 5/8" METAL FRAME WALL (TEMP. ROOM DIVIDERS) CUSTOMER APPROVAL (PLEA¢ OHM WE OF THE F OWNG) ❑ PROCEED TO CdISmUCRON ORAWNOS AND BNED MW RNS PLAN - NO RIRmFR CHANOES REQVIRFD ❑ PROCEED M CONMCnox MAWNGS MER MMNG WANGEB NOTED ON mGs SHEET. I DONOT REWIRE A RUN WBMRTN. - PROCEED TO CMlBRL DMAWNOB. WSONER SGNAMHE : DATE WS m SIINMRE : GATE: WSTMER'S SIMAWIE(S) REWIRED PRIOR M PFNNRRIN6 0 I 0 NOTE: A/C STAND SIZE 32" DEEP FINISHED DIMENSION 36" WIDE FINISHED DIMENSION 36" HIGH FINISHED DIMENSION w/ PLYWOOD 27x27 ROUGH OPENING 0 REAR. START 5" FROM FLOOR. 0 I N U 0 U 0 _I 16'-B" F R ST FLOOR PLAN 49'-4" 16'-0" 72'-0" SCALE : 1 /4"=1'-O" 16'=6" 22'-8" 8"x16" COL. w/ CELLS w/ 1-#5 10101 1 IEIIEI PORCH I THICK TYPE X GYPSUM CEILING BOARD I PORCH FLATPOUR w/ #8 SMS 0 8" 0/C, DIRECT APPLIED I (10'-l" LATER) I 10'-1" FLAT 22'-B" I 16'_7" o I (POUR LATER) 32'_9• 4'-B" 7'-7" o 15'-1V. T— 3'-1" �� I 4'-6° .............................................................................................................................................................................................. 12'-2 3/4" T-11 1/8" 2'-4" _,_......____.._. �' � I [ EGRESS TRUSS BEARING; FRAME SOFFlT BELOW I 13 SH O I I TOP THESE WI DOWS 0 B'-D' HE 1 25 SH 25 SH 25 SH GROUT F w/ 1-#5 L 085C1,1$EGLASS — — N P` 1/2 35 25 SH 1/2 35 1 0 00 N �a 0 -.-.::::::::::::::::::::::::.-:.::::::::::::-::::.:.::.:::-:.::::::::::.................:- ......... .N ::__ = ........................................... o, ROD & SH / C [ O ND a \ I ° a BANA BATH 9 I 8 m °1/2" " -10'-10 s'-o i /2" � /A/°\ o c.o N 10'-1" FLAT 4 2868 IM. I _ SH I ma NOOK \ W. I. C. 3-5 1/2" 4 ❑ l II o ^! 10'-1" FLAT T M ER S TE M I BEDROOM 2 N W 1 N 10'-1' FLAT r : w 2'-6"� 9'-0" 2'-6" I A C DISC 10'-1" FLAT 2868 6' H. ROM N WALL P G"d 4" z<......................."............................................................................................................... 0 / 12'-3 1/2" 6'-O" k 6'-0' — — Ilk ROD & SH I (2) 1668 BF = r-i-l�. --- En En W.I.C. 1 , f C'' 8'-1" FLAT o I FLAT------- ; (2) 1668 SF I ROD & SH 12'-3 1/2" 1'� BEDROOM 3 10'-1" FLATFRAME-IN SPACE FOR TUB SHELF TOP 0 5'-0" A.F.F. 9 BATH 3 10-1 FLAT 'DD6 4 1/ IDD 2868 M 0 0 o I BEDROOM 4 24" OCT. COL. =< I OBSCURE El RE Ii I 10'-1" FLAT SC _001 m 2' _3' j y�....__................ . N O i� HB 0.I: =I 35 $H COL fm 2'_i• 13'-7 1/2" 17'-4 .......... "�'Q— m Y o ................................... 1'-6" LE -CC 8'-9" I I 7'4 2- 1" 13' 1/12 0 S�EBSHEET 9ER ____C' N _ DIM N IONS OF KITCHEN I - ..........................-- - -` � 3 ' FOR DETAI S ROD & SH J ISL ARE TO IN I _ I I OF I L NO WALLS 44" H. BAR FINISH -- o --- . - LINE OF SECOND FLOOR Ia LAZY I / ACTIVE N -t — — — — — — — — -- — - �--I----- — — _ fi BE OWI LINE OF SE ND F OR II_ LpU CRY I'-- _-_ 1 r x --- II CH 1E 4DRN (2)2468 t o of O I KITCH E N / 4'-B, 2 o N n ,E _SHO EA �I FAMILY ROOM �'' N -7, 2" /" OVERHE I r-� 0 10'-1' FLAr N Er I I IOI " EU..I ^B _ m l " I 10 -1 .FLAT "' `„ of m S M LJ ....................................r✓a.l.......................... .. 11 °I I E 20 w tzi� En 11 z3'.-_.."........................................._._....:. _ ICI M. ATH F ...................................n......................................:.::...._. .................&,.........:........ ...._.....W.......I L _J 9 011 2 �T S-6" 4'-8" ................. w _ _ — C B . / SH OPT.10 -'1 FLAT Z I TO KNEEWALL 9 DRYS � I X A o �9 N pp m j V 8' H. WALL Y J 9 n 23'-11" I 10'-5" 2-=10" a o N 2 2068 o 0o z MICROWAV/E 1668 I' N oAU N D MI OR) 06 PASS p J J I 90 I ........... 38 ' ---- a� -- LINEN PANTRY z HB • .............. "GARAGE CURB i 8' FLAT 4 5/8° SHELF PLANT SHELF ABOVE 4' TOP ®8' A.F.F. TOP ®8' A.F.F. TOP ®8' A.F.F. 2-4° I 5'-,V 6'-0" N"-- CELL SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING 6'-8" OF 5 So. FT. FOR GROUND FLOORS, ----'`5.7 SO. FT FOR UPPER FLOORS, OPENINGS SHALL NOT BE LESS THAN 24-H, OR 20'W SILL NOT MORE THAN 44" ABOVE FLOC:y (SEE DETAIL) " i LINE OFISECOND FLOOR oo "' FOYER LINE OF SECOND FLO R '11'-11/2" o 3'- ' — 1 r OPEN TO — _ _ 1 r — — MINIMUM 10'-8" 10' FLAT LIVING ROOM � N I ABOVE I AING ROOM 22 1/2" x 55" 2868 10'-1" FLAT v i o �' r i DORMER :�---__.._._. m 10'-1" FLAT O ATTIC ACCESS C-D < DORMER j I o FLAT o DORMER m =1 I o I I I AT OR ABOVE F.F. LEVEL N N I I 0 I m 0 Z I I 20'-4" o 0 13' oN� vZiI 13'-61/2" xm A/H to 2" SLOPE ZI � IZ I I rI ACTT o " 0 .. Elo" 90LLLu 0 1 (2) 26 SH COL (2) 26 SH CO . j A/C RETURN (2) 30 {_U� THRU WALL MOTE: (MASONRY CELLS ADJACENT TO OPENINGS IN CBS CONSTRUCTION SHALL BE GROUTED SOLID TO PROVIDE FOR ADEQUATE ATTACHMENT OF WINDOW BUCKS AND HURRICANE SHUTTERS. JAMBS OF OPENINGS WHOSE OIDTH IS GREATER THAN 8'-0" SHALL ALSO BE REINFORCED WITH 1-#5 VERTICAL IN CONCRETE FILLED CELLS OR WITH A TIE COLUMN UNLESS OTHERWISE NOTED. WOOD JAMBS ADJACENT TO OPENINGS IN FRAME CONSTRUCTION SHALL BE CONSTRUCTED WITH AT LAST (2) 2x MEMBERS TO PROVIDE FOR ADEQUATE ATTACHMENT OF WINDOW BUCKS AND HURRICANE SHUTTERS 0 J d N O Q I U COVERE PORCH (POUR TER) N 0 2"x "RAILING TYP. DECORATIVE ( ) 8"x8" POST w/ \_1O"x1O" BASE (TYP.) °O I 6'-0" 6'-0' c 5'-11' 9'-2" 5-11" 6'-0" N N I WIRE LATH & THICK STUCCO CEILING, DIRECT THESE PLANS HAVE BEEN REVIEWED APPLIED; (2) 1 Y' ROOFING NAILS THRU RIB OR IN ACCORDANCE WITH THE FLORIDA (TRUSS ®C VERY RIB.PLE ACROSS RIB ON EVERY BUILDING COME 10'-1" FLAT 0 25 SH COL. 25 SH COL. 00 00 0 Ell 00 r ( 5'-5" 10'-10" 5'-5" g 0 LO I HB r i MIRROR TO CEILING INCLUDING AREA j ABOVE LINEN CLOSET a "N I I n 7' I H. I I AC WALL 0 7 � ' H. PRI ED FASTENERS OR ATTACHMENTS THE RESPONSIBILITY OF THE ,OIITR,ACTOR OF RECORD 7' H. PRIVACY MALL I THIS STRL CTUREHAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606. .4 FOR ONE OF THE FOLLOWING: I INTERNAL WIND'PRESSURE WINDSOPNE DE RIS PROTECTION (Itll.) IMPACT JESISTA CE GLAZING �I �i DATE LANTAI IT MUS BE KE TON JOB OR NO IN PECTIO 4 WILL BE MADE EC 0 py FI SCANNED THESE PLANE AND ALL PROPOSED WOVi S}' ,1 `CJi APQu ARE SUBJECT TO ANY CORRECTIONS v,• � REQUIRED BY PIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPUCABLE CODES. a U0. d- p I — Lo O M Cn *' Ln ) 0 ` O r a m 5 Q L p C i L �O �N� — 0. O N 0 a J rn J u o CD o o 4 ZNn rr Ld LJ L 4J _Fj Q L 7 M 4 � 5 z_J mow-) �JLLiJS Q0 O Z O F- O Q Z Li > u� W C� WI z Lj W^/ �- LLJ m m O cn Q- O U O LLJ o M W m Q CO CO Date: 06- 30-06 Scale: 1 /4"=r-o" Drawn: RW Job: ABERCROMBIE Sheet: 1 Of 1 1 Sheets IS OPEN WALL TO SLOPED CEILING o m I WC -f MIRROR 0 SH WR .................:... 0 AV II I °...... 2'-6" 2'-6n ..........__..__.........%A ...........................,N'... SEAT TOP - 1/2" PLYWOOD A iO. DORMER SEAT BUILD TO SUIT IN FIELD 3'-10° LOJ 2x4's 0 MAX. 12" 0.0, crr, otirrT z nr AI r------� 3'-1ON , I DOWN I II I < I 36" H. RAILING 3668 BF II OFlRSTCHRT o I I I I J I I Ce GAME ROOM 50 A/H 8 FLAT � ; r------I--- -----J 1------ II II II II II II II II II L — — — —— Ij �I WALL LEGEND: I I I ® INDICATES B" CMU MASONRY RAKE I I I WALL 1ST FLOOR TO SECOND FLOOR I I INDICATES 3 5/8" WOOD FRAME L — — — — — — — — — — — — — — — J I ® BEARING WALL 08'A.F.F. L------------ — — — — - INDICATES 3 5/8" METAL FRAME WALL w/ 1/2" DRYWALL EACH SIDE CUSTOMER APPROVAL (PUM CNECN ONE OF THE '0100140) ❑—APPROVED FOR CONSTRUC7110'ITT PROCEED M CONST OON DRAWINGS AND SNLD fINW THIS PUN - NO NRTHM CHANCES REWIRED ❑—APPROWD IN/ NMED CH PAOQED M CWSiRULINM diAWINGS }}]E$ MANING O ANGER NDTFO ON MIS SHEET. I DO NOT WOUIRE A WMIDN SUBMITTAL - PROCEED M CWSTMOON DRAWINGSS. WSTDMER S?UMRE : DATE : CVSMMER SICNATIM : DATE: WSTWEA'B SIGNAMRE(S) REWIRED PRIOR M PWIITTNG SECOND FLOOR TO BE BUILT INTO EXISTING TRUSSES WINDOW SEAT PER EGRESS CODE BUILT DURING TRIM MASONRY CELLS ADJACENT TO OPENINGS IN CBS CON`�TRUCTION SHALL BE GROUTED SOLID TO PROVIDE FOR ADEQUATE ATTACHMENT OF WINDOW BUCKS AND (HURRICANE SHUTTERS. JAMBS OF OPENINGS WHOSE WIDTH IS GREATER THAN W-0" SHALL ALSO BE REINF®RCED WITH 1-#5 VERTICAL IN CONCRETE FILLED CELLS OR (NTH A TIE COLUMN UNLESS OTHERWISE NOED. WOOD JAMBS ADJACENT TO OPENINGS IN FRAME CONSITRUCTION SHALL BE CONSTRUCTED WITH AT LEAST (2) 2x MEMBERS TO PROVIDE FOR ADEQUATE ATTACHMENT OF WINDOW BUCKS AND HURRICANE SHUTTERS LINE OF FIRST FLOOR 25 SH COL. 46 k 53 FIXED GLASS W/ 15 1/2 ROUND ARCH SECOND FLOOR PLAN SCALE : 1 /4"=1'-O" 25 SH COL II - I1 —yJ L---------------------- LINE OF FIRST FLOOR SLEEPfNQ ROOMS PROVIDE AN EaFiESS WINDOW WITH A NIT C OF 6 SLIAR OPENING a' FT, FOR GROUND FLOORS, 8.7 SQ' FT, FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24'H OR 201V SILL NOT MOR@ THAN 44" ABOVE FLOC;;, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD NOTE: DESIGN SECOND FLOOR TRUSSES WITH A SUPERIMPOSED LOAD OF 40 psf LL/15 psf DL THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALLAPPLICABLE CODES. REVISIONS MADE BY AND DATE PER CUSITOMER RW 08-23-06 REVISIONS PER RW 10G18-06 A1REVISIONS PER P A04R VIEW RW la U o R m O Ln c Cnm W N L 7 m rn O 1 T 0 m n \ 0 VJ � Q) ° 1, 0 N ©m = o • C7 x � Y m / rl �1 (L.. �J 2 L) H7 C) c J t� rn _J u L) x C7O z 0 f\ t ` r LLI DO 03 Li Z HO 0 LO Z Ld Q Q v Q M (n D U�a�= a,sz o _ Sao W N O z O O ~ z Q > rn LJ J W U U LLJ 0 NW r W_ Q m m 0 cn � � O C� m o LL � I— m w m Q m cD Date: 06-30-06 Scale: 1 /4"=1'—O" Drawn: RW Job: ABERCROMBIE Sheet: 2 Of 11 Sheets TRIM DETAIL N.T.S. CUSTOMER APPROVAL (PLEASE CHEM ONE OF WE FOLLOYJNO) ❑ APPROVED FOR CONSTRUZTRW PROCEED TO CONST Mffi MANNO AND BUN➢ ROM THIS PI.W - NO NRTHR WANGR REWIRED ❑ PROCEED TO CDNSTRUCDON ORAWNOS AEgB MANINO CHANCES NOTED ON THIS WET. I DO NOT REWIRE A RENEW BJBMITTAL - PROCEED TO CMMUCOON MAWNG& W MON SILNANRE : R DATE: CtOORNAR SIONATIRE : DATE; COSOxIEWS SONANRE(S) REOUIRS PRIM TO PERMInK IASIC WIND SPEED OPORTANCE FACTOR IUILDING CATEGORY XPOSURE CATEGORY VTERNAL PRESSURE COEFF )ESIGN PRESSURE GARAGE DOOR ALL OTHER 1 __-10'-1" TOP OF_WALL TYPICAL __-8'_0" TOP OF WINDOW 1'-4' 1'-4' 1'-4' 6'-8" _TOP OF WINDOW 6-6"TOP OF_OCT. WINDOW__—__—_ (AFTE_R FRAMING) 6" RAISED SMOOTH \ \\ SINGLE STUCCO BAND STUCCO BANDS �� �� o o SEE DETAIL TEXTURED STUCCO FINISH (TYP 0'-0" TOP OF SLAB __ _ 10-1" TOP OF WALL(TrICAL 8 -0' TOP OF WINDOW _ _ _ SINGLE STUCCO BAND SEE DETAIL 0 -0" TOP OF SLAB FRONT ELEVATION SCALE: 1 /4"=1'-O" TEXTURED STUCCO FINISH OP OF 2ND FLOOR WINDOW ABOVE 2nd_F.F._ BOVE TOP OF BEAM 12 —17 ----------"— \\ _ \ \ \ \ \ \\ \ C \ \ \ \ \ TEXTURED STUCCO FINISH OPENING # 19 (+35.3/-38.2) TEXTURED STUCCO FINISH (TYP.) OPENING # 1.1 OPENING # 12 OPENING # 13 (+34.0/-37.0) (+34.0/-37.0) (+34.0/-37.0) OPENING # 14 (+32.1/-35.1) OPENING # 15 REAR E EVATION OPENING # 17 (+31.2/-34.2) SCALE: 1/4"=1'-O" \_ 8"x16" MASONRY COLUMN (TYP.) CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 140 M.P.H. 3-SEC. GUSTS 1.00 +/- 0.18 SEE ELEVS SEE ELEVS THESE PLANS AND ALL PROPOSED WORi4 ARE SUBJECT TO ANY CO'iRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECES kRY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. REVISIONS MADE BY AND DATE CUSTOMER PER RW 08-23-06 REVISIONS PER 10G1R8-06 RW U T—we t o T CD Ljj m — Ln a1 m I d. In U) ii "v .m O O a J a J d J � •Po .o C �1Q� W W " L 0 L LL 0 N L) OP M U 0 rn 15 J x (' `a zo^ � n n w n n I', z�� �) �D z w. J a M d D ¢ O f l U Co�N ll f2 Z _ � J Q0 O z 0 o Q z w u') —I W L� W U z W /0 V / W W Q CO m 0 u� m O L1J �— W m Q m (_0 Date: 06- 30-06 Scale: 1 /4"=1'-O" Drawn: RW Job: ABERCROMBIE Sheet: N3 Of Sheets TRIM DETAI] N.T.S. 6'-8_TOP OF WIN[ __— 10,-1-1" _TOP OF WALL (TYPICAL—__-$- OW -0 TEXTURED STUCCO FINISH OPENING #21 OPENING #22 (+34.0/-44.8) (+34.0/-37.0) —--------------�_-------------------- -----a----------------- OPENING #23 (+35.3/-38.2) -------- OPENING #24 (+34.0/-44.8) -------- I I ---------------- --- - /71 ---- 8"x16" MASONRY COLUMN --/ 10'-1° TOP OF WALL (TYPICAL 6'-8" TOP OF WINDOW 0'-0* TOP OF SLAB HIDDEN WINDOW SHOWN IS ON GARAGE WALL BEYOND LEFT ELEVATION SCALE: 1 /4"=1'-O" 12 R T I•I (•I I•I I•I I•I I•I I•I I•I I•I I•I I•I I•I , 16'0"X7'0" METAL O.H. GARAGE DOOR OPENING #25 (+29.8/-36.2) B'O"X7'0" METAL O.H. GARAGE DOOR OPENING #26 (+31.8/-34.8) OPENING #27 7' H. PRIVACY WALL RIGHT ELEVATION SCALE: 1/4"=1'-0" 8"x16" MASONRY COLUMN 0 _ 6'-B" TOP OF OCT. WINDOW ___Jo_ (AFTER FRAMING) 0'-0* TOP OF SLAB CUSTOMER APPROVAL (PLEASE CHECK ONE OF RHE FCIONHNG) ❑ PRO(FID TO CON M MON DRAMNGS AND SURD FROM WIN RAN - NO FURTHER OHANGES REWIRED ❑ PROCEED TO CONSTRUCRON URANNGS AEIM NAMO CHANGES NOTED ON M SH . I DO NOT REOM A WREN SINNOTTAL - PROCEED TO GONSi MON ORAWNGS 9SONAA' E : DAM: CIMIONLR S OMM : -DATE: CUSTOMERS 9CiANRE(S) RECIIRED PROR TO PEDNITINC. 140 M.P.H. BASIC WIND SPEED 3-SEC. GUSTS IMPORTANCE FACTOR 1.00 BUILDING CATEGORY ENCLOSED EXPOSURE CATEGORY B INTERNAL PRESSURE COEFF. +/- 0.18 DESIGN PRESSURE GARAGE DOOR SEE ELEVS ALL OTHER SEE ELEVS CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NEC906ARY IN ORDER To COMPLY WITH ALL APPLIOASLE CODES. REVISIONS MADE BY AND DATE REVISIONSPER RW 08-23-06 PER ENVISIONS RW 10-18-06 Ua o _ O Ln m Ln a o W Cn n 5 Q 1 P O m $ J 0O W Ld O i O C7 x N N a- o= U Gn Ok a 0 J J 6 CD W z�^ � n n LLJ L-j n n z L0 Gn Gn z W J QQLi 0 V / U a S t� ILL J� 4J _ Q n a A M W _ a z 0 F— O Q z W J 0 W U W U z w 0 w r LLJ Q W 0 q O 0 m o � m LLJ m Lj m Q m Q0 Date: 06-30-06 Scale: 1/4"=r'-O" Drawn: RW Job: ABERCROMBIE Sheet: 4 Of 1 1 Sheets WWI i (2)-#5 SLAB TO HAVE '� '-= 8" U BLOCK 4' STEP-DOWN FROM HOUSE SLOPE 8" LINTEL 1/MTEXPANSION MATERIAL� 1-#5 CONT. THICKENED EDGE J0 1-#5 8F20-1B/2T ODETAIL ® ENTRY & PATIO 1/2"=1'-O" TRANSFER BARS 1 1/2" x B" RECESS 1 O LINTEL DETAIL w/ STD. HOOK, WATERSTOP 0 SLAB SEE PLAN PERIM TYP SCALE: 3/4"=1'-0" I� —�—L � • • _ � ).` . -a _• III"_�TI I I�IJ, a uo 5: 111�T- 3-#5 CONT. 49'-4" NOTE: LINTELS TO BEAR MINIMUM OF 6" ON EACH SIDE OF OPENING 22'-8" PRECAST LINTEL TABLE (CAST-CRETE) MARK N0. LENOF UNTEL ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPUED UPLIFT TYPE U1 4'-6" 6224 600 5861 250 BF32-OB/1T Q 5'-10" 3470 SOO 4498 250 BF32-OB ® 3'-6" 10951 600 7636 250 8F32-OB/1T ® 4'-6" 4576 1000 4292 750 8F24-OB/1T Q V-4" 3486 1800 1811 800 SF24-OB/1T © 13'-4" 1838 1800 962 679 8F24-09/1T Q 7'-6" 2698 2160 2571 871 8F24-OB/1T QB 2'-10" 8974 600 7034 500 BF24-08/IT Q 12'-0" 2193 1100 1151 600 BF24-OB/1T 0 9'-4" 3302 600 2494 250 8F32-0B/1T 0 IT-4" 2047 600 1470 250 BF1-1B 2T 0 10'-6" 1533 1100 914 674 BF16-1B/1T THICKENED EDGE 8"X16" MASONRY COL. SLOPE BEYOND AS NOTED z! 1-#5 CONT. .: ° w if SEE PLAN CONC. SPREAD FOOTING, SEE PLAN nDETAIL ® TRUSS COVERED ENTRY 1/2"=1'-O" OUTSIDE CORNER BAR LAP 48 BAR DIA. TO MATCH SCHEDULE, i8• 8" 16'-0" Y 32'-0" 8" oh c SA IZE ND wu AN n uE ...................................................................................................................................................................................................................... .......................................................................... .................................................................................................................................................... . O DETAIL TYPICAL MONO. FOUND, 1/2"=1'-0" i I I I 3'-D"x 3'-D"x 24" EA. WAY I (OTTOM) F- �II MATCHING DOWELS FOR r , ! r , COLUMNS aB BAR DIA. I W4 4'-6"x4'-6"x18" CONC. FOOTING TD. HOOKS. i MIN. W/STD. --r ° .o:::::.:::::.•::r:::r::::::::::r.:::::::::::::::::::::::r:..::::._:::::..r v:::::::.o:::::::::::.::rr::._..:::::::::::::.:_::a::::.�:::.�::::::::'::::::::::::::::.::::: ;. a:r::.:::::::':::'::::.c:::::::.�:::::.�::::::::::::::::::::::::::::::.::::::.-::::::::::::. s ° w 5 5 EA. WAY TOP & # / rn ......... PAD I ::- BOTT.) (2A)RCORRNER BARS LAP 4 � SEE FOOTING SCHED. - J L I - -� J I UU CORNER PLAN VIEW D TO MATCH LONGITUDINAL REINF. EDGE BARS ALWAYS :. _ L- J . REMAIN. SPACE I :. ::. POUR D TIE BEAM E — 8"xis" MASONRY BLOCK w/(2) BxB FILLED CELLS PERDENDCULAR PLAN VIEW y ' OTHERS EQUALLY. .. ::. ,---------••---- BOTTOM B' xi6' w/ (2) #5 TOP & B 3'-9"x3'-9"x24" CONIC. FOOTING w/ (4) #5 o I DECK TO BE POURED SEPARATE FROM SLAB ? ® w / (1) #5 VERT. EA. 8 5 FOOTING INTERSECTIONS DETAIL w/ #3 STIRUPS ®6" O.C. EA. WAY / TOP & BOTT o - TOP ®a 9 A.F.F. ° . - a , T.O.F.=(-2'-0") 72'-0° 4'-S" 6'-B" N.T.S. •° .. .._ _` I " + ° �`__�'•. W.W.F. r' 22'-B" 16'-7" 14'-7" I 6'-9" " 5' 4" 5' 4" 5' 0" i' 10" 2' 4" 1' 2" LB 13' 6" 3' 1" 8' 8" r -8" i)/ " 3' 10" 3 10" 3' 10"' 1/" 511 1' 0' 3' 0" EQ. '---SEE TYPICAL :: — E O I EQ. DETAIL. :. J I ..,. :....... ..........,i::cii:b: <. ':::::::.::'. O—......`...=ol.... SEE SC EDULE BEYOND " _. 2x4 0 16" O.C. SP4 A. STUD 1/2" 0 BOLT 0 32" C. w/ 3x3x1/ TOP & WASHERS OVER P.T. CONT. 12" EMBEDE a.......a......... .. 4 :MIN ° N r°'° ° � • � -LI I-lll 2-#5 CONT. LCOR AND ROOF) 6" 10" (0 STORY) LOAD BEARINGWALL DETAIL @ GARAGE =1'-0" NOTE: SUNKEN SHOWER IF ELEV. OF SLAB PERMITS ALT. 2 2x4 P.T. CURB 1-#5 CONT.,,WA.RUB SHOWER PAN SEE PLAN 3-#5 CONT. 18, ODETAIL FOR SHOWER RECESS 1/2"=1'-O" TIN. (VARIES) ODETAIL @ GARAGE W/NON-BRG. WALL 1/2"=1"-0" TRANSFER BARS VARIES W/ STD. HOOK, 4" TO 6" SEE PLAN 1-45 CONT. 3-#5 CONT. — 18" O TYPICAL DETAIL AT GARAGE 1 /2"=1'-O" 2" GARAGE CURB 8ODETAIL FOR GARAGE THRESHOLD 1/2"=1'-O" (PLAN VIEW) O 0 o N O. O. o o ...:::::'::':: o a � ; � 4" THICK o " � — a o o ...,. ' CONC. SLAB .0° MAN ... - 0 j w/ FIBERMESH j - - - - - .. 5 RINKER T990 OR " �•(1,4. 1 r - ❑ G MITRE CUT LINTELS EQUAL 45' IRREG. �� 1*nldT - - e I 5'-8" " ® BEARING - - - BLOCK w (2) #5 ❑ I I : 1 n VERT. EA. / '8%12" CONC. BEAM w/ z T RE #5 x 5'-8" L0. TOP (2)#7 TOP & BOTTOM & I I N TRANSFER BARS w/ h ! #3 TIES 05" 0/C x STD. HOOK 0 6'-0" -- o 3 ti a I m 0 D.C., U.N.O., TYP. 4 0 71 :- 4 I ° 5'-0"x5'-O"x24" CONC. FOOTING 5 W/ (5) #5 EA. WAY /TOP & x - - —F - ❑ 4" I I l #5 x 5'-6"BARSTwPTRAN/ STD. T.O.F.=(-2'-0") _J 4 r ° " El 10— RINKER T990 OR HOOKSFER 0 6'-0" D.C., - - - 2 ❑ s................ ❑ ❑ EQUAL 45 IRREG. r - FOOTERS FOR ATRIUM U.N.O., TYP. a \J / BLOCK w/ (2) #5 I ❑ ❑ ❑ O TO BE ®18" BELOW F.F. �___ ❑ I L J---------- J VERT. EA. I 3'-3"x3'-3"x18" CONC. FOOTING w/ (4) #5 EA. WAY / TOP & 3 BOTT. 4 :. I I N o�ILI❑ 2 -- b I❑ I N 7 F.F. EL. SEE SITE ENGINEERING PLAN 5 —� 5 sIM. I N °D I 8"x8" COLUMN BLOCK w/ 1-#5 VERTICAL IN GROUT I N { 1 p - .T •I ❑ I FILLED CELLS. TYP.) 4' 2500 P.S.I. CONIC SLAB W/ FIBERMESH IN 5'4° I ° - -.. SPACED 0 5'-4 O.C. MAX. CONCRETE MIX ON 6 MIL VAPOR BARRIER ON I N & ® EACH SIDE OF OPENINGS POISONED, CLEAN, WELL COMPACTED FILL TERMITE TREATMENT REQUIRED I 2�' 0 11 (MAX W/C RATIO =0.55) I I I n I I I I I N or -- ---_ --� L---J o 0 0 ❑ I I - - J #5 x 5'-8" LIS. TOP r TRANSFER BARS w/ STD. TERMITE TREATMENT REQUIRED I "GARAGE CU B I L — — — NDTE: HOOK ®6'-0" D.C., '"" " 4 ❑ i SLIDING GLASS D OR AREA SILL PLATE TO BE U.N.O., TYP. 4'-9"x4'-9"x,8" CONC. FOOTING O m BE WIDE ENOUGH OR SLIDING GLASS DOOR TRACK w/ (5) #5 EA. WAY / TOP & BOTT. 6 6'-5 1/2" 5'-0• DECK TO BE POURED SEPARATE FROM SLAB I0 7 11'-4" I # l: 2'-10" ®w :......................................o.................._......................................................... I 5 x 5'-B" LG. I Go TOP TRANSFER BARS w/ STD. I N HOOK 0 6'-0" 2 • - 7 3 O.C., U.N.O., TYP. I 8 _ 3 4'- x 4' 6' 24" N M CONCEALED FA ENERS OR ATTACHMENTS (2) #4 x 4'-0" LG. 5 5 I 5 W/ 'S)#5 EA. WAY x - - — DIAG. CRACK CONTROL — �, 2" SLOPE (TO & BOTTOM) c, ;: Bx18 CONIC. COLUMN ARE THE RE5PONSIBILIlYOFTHE I BARS ®ALL INSIDE _ w/ ��s VERT , CORNERS (TYP.) — — — — — — — — — — — — 3 o & #S Yies a o.c. CONTRACTOR OF RECORD ---- I------ -' ........ 0° o I .............................. . ........................... _...................... .......... . I 4'-3"x4'-3"x18" CONIC. FOOTING ❑ .._...... c. ,.............0 I w/ (5) #5 EA. WAY / TOP & I I L - J THESE PLANS A D ALL PROPOSED WORK BOTT. 1 w ARE SUBJECTT ANY CORRECTIONS 2'-5" 2'-8" 11° L I— —JJ D ; . , ul REQUIRED BY FIELID INSPECTORS THAT .....................�a...._._......_..._........... I " O m - I u> to MAY BE NECESSARY IN ORDER T'0 I � �j 4" THICK 'ca '-- N I� .. COMPLY WITH ALL APPLICABLE CODE4. CONC. SLAB N - - - - - - J w/ FIBERMESHEl I IW IT TREATMENT REQU9RE:D IN ::: SLEEPING ROOM$ PROVION AN S' Aeyt -- -- o WINDOW WITH A NET CLEAR 0 ENING N " .€ , x Ix " GROUND FL OORS, S 5 5 5' 2" 5' S" 1' 11 i8 T-0" 8" 2'-1" 8" T-0° 6 2'-i" 8" T 0" 8 s -11 0 6 S0. FT FOR QRO ..... __....................................................................._................................._..._.............:............................................................. .......................,..... ,.- - -----......................- -......_......................_......._......._._....«.....:...................... __................_._...._................_........................_.__.. _..'.., ,,,................ l a ::: . FOR UPPERFLOORS, OP NINGS SHALL NOT BE LESS THAN 24'M 01 20'W i ......................................................................................................_..................................................................._. SILL NOT MORE THAN 44 ABOVE ,LOt„L. 1 FOUNDAT ON PLAN 5 CUSTOMER APPROVAL ( � SE CMECN ONE OF ME fIIIIfWNBJ N T E S C H E D U E SCALE: 1/4"=1'-0" • I DWi - NO NRIHER CHANCES REWIRED � TD caxsWucnaX ORAWNIS AxD WILD max _ _ �-� INIMUM FINISH D FLOOR ELEVATION _ - - - - - --I- - -� - - -- - W 1 ALL BE 18" AB VE CROWN OF ROAD a o�� 5 N ERDN GS NOT REWIRE MAMNLl A 0 E 1711 IEIIEI^ EIIEII o REVIEW SU9IWTTAL - mWEEO TO CONSTRUCTION ORAWNGS � E-fJE+JE&SAR� _ NOTE::- IN ORDER TO MEET FLOOD ZONE ANDSONAM, DATE: PROVIDE SOIL COMPACTION TESTS TO CONFIRM 2500 PSF. (SEPTIC AREAS) FINISH FLOOR ELEVATION TO BE MIN. 24' ABOVE 2 -1D' E ". 3'-1D" j 2'-iD" 2'-1D" " 3'-,Q" im L -1D" (j L� —�—�— BEARING ALLOWABLE CAPACITY. INVERT HEIGHT ESTABLISHED BY THE HEALTH DEPARTMENT. `-�- OR HEALTH DEPT REQUIREMENTS. CUEnER GATE: —i- 21'-8" ...�,.'............................................................................................................................................................................................................................................................................ ... [UGTWEMW 9WUTxlE(S)1WWIREO RStl11a PERARIRXG REVISIONS MADE BY AND DATE REVISIONS PER CUSTOMER RW 08-23-06 REVISIONS PER ENGR. RW 10-18-06 E m — Ln P _ O (^ Ln n V J o (D k (n m ,4- > n m � a — m V (Do d Co LL_ �— 0 LL_ o of � O) } OU T'n I U DO m J J u_ x ¢j uO W O N Z Lij L1�� Z w w Z LLJ J Q U) U s o _ (nCf) CD jLL] N O Z O f-_ O Q Z W 0 W U U W V I LLJ WQ M_ W 0 (n U m O O LLI I— m W pD Q m c0 Date: 06-30-06 Scale: 1/4"=1'-o" Drawn: RW Job: ABERCROMBIE Sheet: 5 Of 1 1 Sheets BRACING NOTES: 1. BRACING SHOWN DOES NOT INCLUDE TEMPORARY BRACING REQUIRED FOR THE ERECTION AND INSTALLATION OF TRUSSES PRIOR TO THE INSTALLATION OF PERMANENT CROSS BRACING AND WEB LATERAL BRACING REQUIREMENTS. TEMPORARY BRACING IS THE RESPONSIBILITY OF THE TRUSS INSTALLER AND SHOULD REMAIN IN PLACE AS LONG AS NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR. (REF: HIB-91 SUMMARY SHEET). 2. PERMANENT WEB LATERAL BRACING IS TO BE INSTALLED AS SHOWN ON THE INDIVIDUAL TRUSS DRAWINGS WEB LATERAL BRACING IS NOT SHOWN ON THIS SHEET). PE MANENT WEB LATERAL BRACING IS TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY SOLID ANCHORAGE TO END WALLS, OR BY PERMANENT DIAGONAL BRACING (NOT SHOWN IN THE PLANE OF THE WEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTINUOUS WEB BRACE. (REF: HIB-91, SEC. 13.2.3.1). 3. PERMANENT DIAGONAL BRACING AS SHOWN ON THIS SHEET DOES NOT INCLUDE BRACING REQUIRED FOR GABLE END STUDS OR BOTTOM CHORD OF GABLE END AT WALL. REFER TO STANDARD GABLE END DETAIL FOR BRACING REQUIREMENTS. 4. ALL TOP CHORDS ARE ASSUMED TO BE SHEATHED, AND ALL BOTTOM CHORDS BRACED BY A RIGID CEILING SYSTEM. REFER TO INDIVIDUAL TRUSS DRAWINGS FOR BRACING REQUIREMENTS OF NON -SHEATHED TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. 5. REFER TO "HIB-91: COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION AND BRACING METAL PLATE CONNECTED WOOD TRUSSES', APPENDIX C, FOR RECOMMENDED SEQUENCE OF INSTALLING BRACING COMPONENTS. 6. THE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRUSS DESIGNS TO WITHSTAND GRAVITY AND WIND LOADINGS AS WELL AS GIRDER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY OF THE TRUSS DESIGNER. ANCHORAGE OF THE TRUSSES AND GIRDERS TO THE SUPPORTING STRUCT URE TO WITHSTAND WIND UPLIFT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT. 7. THE BRACING FOR THE ROOF SYSTEM IS DESIGNED FOR BOTH POSITIVE & NEGATIVE PRESSURE AND MEETS THE REQUIREMENTS OF 2001 F.B.C. BRACING LEGEND: PERMANENT 20 DIAGONAL BRACING IN THE PLANE OF XTHE NEAREST WEB MEMBER CONNECTION WITH 2-16d NAILS IN EACH WEB IN AT LEAST (3) TRUSSES AT APPROXIMATELY 45 DEGREE ANGLE. (REF: HIB-91, FIG. 37, 38 & 39). HORIZONTAL BRIDGING WITH A MINIMUM 2x6 STRONGBACK CONNECTION TO EACH TRUSS WITH 3-10d NAILS AND ATTACHED TO WALLS OR OTHER ) PROVIDE POINT AT EACH END OVERLAPPOFAT I91 SEC LEAST (3) TRUSSES (FLOORS ONLY). PERMANENT 20 BRACING IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRUSS. CONNECT WITH 2-10d NAILS IN EACH TRUSS (ROOF ONLY). BRACING DETAILS: FIGURE 36: PERMANENT DIAGONAL BRACING IN THE PLANE OF THE -SHEATHING COMPRESSION WEB -SLOPING OR VERTICAL CONTINUOUS PERMANENT LATERAL BRACING (C.L.B.) PERMANENT DIAGONAL BRACE NAILED TO OPP. SIDE OF WEB PREVENTS LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROX. 20 FOOT INTERVALS SBT�I�I�[S WEB MEMBERS PERMANENT CROSS BRACING FIGURE 37: PERMANENT r'� BRACING IN THE PLANE OF THE WEBS FOR PITCHED TRUSSES —HORIZONTAL BRIDGING WITH A MINIMUM 2x6 STRONGBACK CONNECTION TO EACH TRUSS WITH 3-10d NAILS AND ATTACHED TO WALLS OR OTHER RIGID POINT AT EACH END (REF: HIB-91, SEC. 13.2.3.2). PROVIDE OVERLAP OF AT LEAST (3) TRUSSES (FLOORS ONLY). SEE PLAN FIGURE 38: PERMANENT BRACING IN THE PLANE' OF THE WEBS FOR PARALLEL CHORD TRUSSES 45' 11 45' FIGURE 39: PERMANENT BRACING IN THE PLANE OF THE WEBS CUSTOMER APPROVAL (PI ESE OKW ONE OF THE Fg 149) PROCEER TO CONSTRUCTOR GRAI NGS AND BUILD MIN PLAN - NO WRTHER CHANCE MOORED PROCEED TO CONSTWCD•1 DRAWINGS AEU MACNG CHANGES NOTED ON THIS SHEET. 1 DO NOT REQUIRE A RENEW SUBMITTK - PRECEDED TO CONSTRUCDON MWNGS. CUSTOMER MATURE: DISTONER SWANK: DATE: CU5IONEKG rCNANRE(B) REWIRED PRIM 10 PEPoIIIDNG PERMANENT WEB DIAGONAL CROSS BRACING GROUP OF WOOD TRUSSES (WEB MEMBERS) LATERAL BRACE UPLIFT NOTE: SECOND FLOOR TO BE BUILT INTO E%IS7ING TRUSSES. W 1v W NOTE: A/C STAND SIZE 32" DEEP FINISHED DIMENSION 36" WIDE FINISHED DIMENSION 36" HIGH FINISHED DIMENSION w/ PLYWOOD 27x27 ROUGH OPENING 0 REAR. START 5" FROM FLOOR. LATERAL LOAD DIRECTIONS LATERAL LOAD NOTES 1) ALL CONNECTIONS SPECIFIED HAVE BEEN DESIGNED TO RESIST COMBINED UPLIFT AND LATERAL FORCES ACTING SIMULTANEOUSLY. 2) ALL LATERAL LOADS SPECIFIED ARE WORST CASE UNLESS NOTED OTHERWISE. Ft=1 5 3 SST HGUS414 HANGER - - Q o w/ (33) rO x 2 rz TITENS & (22) 16d -e 8"x16" COL. w/ LL NAILS, EA. END (2) 8"x8" FILLED CELLS w/ 1-#5 1 7- RAKE GABLE BY BLDR 10'-1" FLAT CEILING ... :: ::::::::......:: :::::: D1 J COVD PORCH BEAM ... ..... .... 10'-1" FLAT T 1 ET STRUCTURAL NOTES 1. WALL SHEATHING(IF APPLICABLE): 7J" APA RATED 32/16 SHEATHING EXP.1 IN/ Bd NAILS, 4" EDGES, 6" FIELD THROUGHOUT. 0 Ell I � J H � JIll C� m o J BEDROOM 2 10'-1" FLAT J I-J - J J _ w.l.c. 8'-1" FLAT BY BLDR ti J o ti J O J �LJ/BEDROOM 3 10'-1" FLAT 17.17/ ► I® I I■ ` -3 b ■ III■ II_ - . " " � � • • , o a b'>,a o o s o a s e (yo;cvo�4oa,,< _ �i, h�I■h■�o�ow m o m 17 r ` o b s 7 �;IR II�II�III® Ih�' �['�IJ� IWO Fu1EjlI1I=:1ftj0,VA b __��WA11I ��1, aw� 7 .������ _ ,)� �---. I� L I■iilliil IEiI �� -■III` � • =-- �`��° NINEl■�IIWEI . - � � ®Ili�i�l i .�I� Illl■li�II■lima i . •• ©i► • ®N�I�;� � — • i 1 � ` III • && irk ae fee i �li`rr III$r ! liis4" er •• ie ■I� •• ri �Il ri ®ll !!ee • --� � II ��i ii it ii ■I lr ie ii ii it ii ii err rr II ■• rr :• u u rr rr rr rr •• ■ ■ r = . . . �L . . .. �l■►il®�ll�l■lfilll ilimm"Ll`Ell Illlil®®Ii�\II =__ I ■�� iiiiiii► ■�iii uiN■_ I IRWIN MINi�----.Ih' • 11117MME11111111. • r . �I��j - : 11I�ilhr ;. ■� � Ilal • /I�I�lllll.l .. . Iv L , . l . NINE 1111E1111 E ,�: (III ��III■■ I 1101■III'��®!III■�I. . , �� lll�ill� ■HIII■■�IIIN\[i[�■■Il ■III'®����Illllll�l -:1riir� J L LAG STRUT FOR E _ 31 G1 CCI AKE GABLE BY BLDR I I 5Q Ft=275# Fr-228# U F1=71# F2=228# U m J I I I I am J I 00 00 00 ~ U 0 6 _ —1 > > a 8 TYP. I � o I > 0 0 TOP OF WALL AT TOP OF WALL TYP.) ENTRY 10 -1 10'-1 4 FRONT PORCH TRUSSES E 8 CANTILEVERED POSTS/COLUMNS ARE NON STRUCTURAL (DECORATIVE ONLY) Ft=166# Fz=228# ROOF PLAN LINTEL SCHEDULE ON PAGE 5 SCALE: 1/4"=,'-0" ROOF SHEATHING NAILING SCHEDULE CENTER DORMER TO BE VAULTED w/8' FLAT TOP SMALLER DORMERS TO BE FLAT SUNTREE HOMES TO BUILD DORMER WALLS NAIL SIZE NAIL SPACING ZONE TRUSS COMPANY TO PROVIDED TRUSSES FOR DORMERS 8d 6" 0 EDGES, 6" 0 INTERMEDIATE SUPPORTS ROOF Q1 Q2 NDTE, 8d RING SHANN (") 4" 0 EDGES, 6" ®INTERMEDIATE SUPPORTS ROOF Q NBOTT ON OF N FRAME OPENINGS TO SET CJ 1'X2' BEVELED P.T. ON WINDOW (*) RING SHANK NOT REQ'D. WHEN MEAN ROOF HT< 25' CORNER DISTANCE, A = 5.5 FEET SECOND FLOOR CONNECTION NOTE WIND LOAD SCHEDULE 20 CAT BTM. TO BTM. CHORD ALONG EDGE OF PLYWOOD (3)18a TO EA. CHORD. ROOF WIND LOADS WALL WIND LOADS 1 LAYER 31e T & G PLYWOOD GLUED & SCREWED w/ ROOF AREA .131' DIA. SCREWS MIN. 2' EMB. B' O.0 0 EDGE & FIELD. WALL ARE PRESSURE PSF +16.1 +16.1 +16.1 +31.6 +31.6 SUCTION PSF -30.2 -53.5 -53.5 -34.6 1 -39.8 EXTERIOR GLAZED OPENINGS IN BUILDING SHALL COMPLY WITH 2O01 FBC BY EITHER BEING DESIGNED FOR IMPACT RESISTANCE OR BEING PROTECTED BY IMPACT PROTECTIVE SYSTEMS. CORNER DISTANCE, A=5.5 FEET; 50 S.F., C&C. TRUSS BEARING; FRAME SOFFIT BELOW Q oo U �I�I�li�9bl�l�l■LoSJi�' kilip A 1011 Ia I ' u 7 / " t.J/A W E5 �EJ7A 2 —EJ > _jm G w ^AEJ7 M I (n o� �EJ7A —EJ7A 1/211x TTIC ACC 7 RAC SIRIJI FURCE = 1ii PLF H3G m 00 U GIRDER TRUSS H2 GARAGE H 2 M'I 1 N '-1" FLAT 8 H2 L H1 0 — —�� H1 w H1 r W H1 H1 IEII Ell o::::::::.:::::.:no RAKE GAB E BY BLDR SEE GABLE END DETAIL 5p 8 ......................................._F1=188#.........._F2=228# ....yf............................................................................................................ ............................ �CJ1 v '`7 ti J 3 M.BATH SHOWER :: ti J5 -1"J52 ILI J5 J3 ELEVATION LATERAL LOAD NOTES 1) ALL CONNECTIONS SPECIFIED HAVE BEEN DESIGNED TO RESIST COMBINED UPLIFT & LATERAL FORCES ACTING SIMULTANEOUSLY. 2) ALL LATERAL LOADS SPCIFIED ARE WORST CASE UNLESS NOTED OTHERWISE. N N N W al: W J7P t �� J7 J 7 J 7 J7 J 7 9-6-10 PLATE HT. ti 10'-1" PLATE HT. 7'-0" PLATE HT. 'r CONCEALED FASTENERS CR ATTACHMENT; ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD — ti CIO N 8 N LL w V w rl. Ta l J a RESUqjECrrALL Z ED BRED gy p O ANY C RREOSED WORK m AY&ENECES AnV 1E40IN8PEC ORS CTIONS TpjA IN OJIDER TO ., ® OMP4yWITH ALL APPDEST REVISIONS MADE BY AND DATE REVISIONS PER CUSTOMER RW 08-23-06 REVISIONS PER ENGR8-06 O RW AREVISIONS PER 101-04R071EW RW U s d- I" — Ln M g 9 IO�/''� /n Y/ C c a Q� m co Ln 5 U7 w p n a m r) a - p s W e co � a C L 0 LI_ �0 r-, C E V / 3: aA o ui Ok U J e� 00 _J u w. N U CHOW. zz z 0 � Lw n m N LLJ �- J a ¢Cs U Ozrn� V / o a _ z �p J N 5 L El C9 -Li j N o z O Q z > LLJ L-1 U U L1J 0 w LLJ Q m m U m 0 W o LjJ m Q m Q0 D a t b: 06-30-06 Scale: 1 /4"=V-0" Drawn: RW Job: ABERCROMBIE Sheet: Of I (Sheets GENERAL CONSTRUCTION NOTES: Palm Beach county 1. THIS BUILDING COMPLIES WITH THE FLORIDA MODEL ENERGY CODE 1997 EDITION. 2. THE SQUARE FOOTAGES LISTED INCLUDE THE EXTERIOR WALLS. 3. ALL PLYWOOD BEING USED AT THE ROOF AND GABLE ENDS SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION STANDARD SIZES, AND SHALL COMPLY WITH LOCAL CODE REQUIREMENTS. 4. REFER TO SPECIFICATIONS FOR GENERAL MATERIAL SPECIFICATIONS. 5. USE INFILTRATION PRACTICE #2 6. REFER TO ENGINEER'S SURVEY PLAN FOR BUILDING LOCATION, FINISHED FLOOR ELEVATION, WALKS, DRIVEWAYS, AND OTHER SITE INFORMATION. 7. ALL WORK SHALL COMPLY WITH FLORIDA BUILDING CODES LATEST EDITION. B. THE SUBCONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, AND DIMENSIONS AND NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. WRITTEN DIMENSIONS AND NOTES TAKE PRECEDENCE OVER SCALED DIMENSIONS. SHOP DRAWINGS MUST BE SUBMITTED TO CONTRACTOR FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION OF ANY PRODUCT. 9. ALL DIMENSIONS ARE TO THE FACE OF THE STUD IN FRAME PARTITION AND NOMINAL 8" FOR THE THICKNESS OF A CONCRETE MASONRY WALL (CMU). EXCEPT FOR CENTERLINE DIMENSIONS. 10. ALL PARTITIONS ARE METAL STUDS ® 24" O.C. MAX. UNLESS OTHERWISE NOTED 11. ALL WINDOW AND SLIDING GLASS DOOR MANUFACTURERS SHALL BE SELECTED BY THE CONTRACTOR. THE SUB -CONTRACTOR SHALL COORDINATE ALL ROUGH OPENINGS WITH THE MANUFACTURERS SPECIFICATIONS. SEE THE ENERGY CALCULATIONS FOR GLAZING TYPE AND TINT. ALL WINDOWS AND SLIDING GLASS DOORS SHALL BE INSTALLED PER THE MANUFACTURERS PRINTED INSTRUCTIONS. 12. SEE ROOF PLAN SHEET FOR ROOF STRUCTURE DESIGN LOADS. 13. ALL HURRICANE STRAPS AND CONNECTORS SHALL BE NAILED W/PROPER SIZE AND TYPE OF NAILS AS SPECIFIED BY MANUFACTURE. 14. TRUSS DESIGN ENGINEER SHALL DESIGN AND TRUSS MANUFACTURER SHALL SUPPLY ALL TRUSS TO TRUSS AND TRUSS, TO BEAM CONNECTIONS. CONNECTIONS ARE DIAGRAMMATIC ONLY. 15. ALL DESIGNS, DIMENSIONS, AND SPECIFICATIONS ARE APPROXIMATE AND ARE SUBJECT TO CHANGE WITHOUT NOTICE. 3-D DIMENSIONAL SHINGLES OVER 30# FELT TIN TAGGED 12" O.C. PERIMETER ALT: CEMENT TILE MECHANICALLY FASTENED OVER 30#/90# DIRECT SYSTEM SEALED & NAILED OVER 5/8" EXT PLY SHTG SEE ROOF PLAN AND NAILING SCHED. - 8d 00" BLdCKING, TYP. ENGINEERED ROOF TRUSSES AT 2'-0" O.C. 5/8" COX PLYWOOD w/ 8d NAILS EDGES/6" FIELD QM1"X4" 2" P.T. w/ METAL DRIP EDGE26 GA. GALVANIZEDDRIP2"xB" IEVATION :1 1 SEE FASCIA .................... CONTINUOUS ALUMINUM SOFFIT (MINIMUM VENT AREA 1/150 OF CEILING AEA) STUCCO FINISH ON 8" CONCRETE BLOCK POUR SOLID BELOW WINDOWS 8° BEYOND EACH SIDE #5 DOWEL 2'-6" LAP W/ COL. STEEL 1 1/2" X 8" RECESS WATERSTOP 0 SLAB EDGE - FIN. FLOOR _ FIN. GRADE - COMPACTED SAND FILL TREATED FOR TERMITES SEE FOUNDATION DETAILS 12 7 20" 8'-0 R-19 INSULATION 5/8" DRYWALL CEILING SST HETAL 20 CLIP, TYPICAL, U.N.O. 8%8" BOND BEAM W/ 1-#5 CONTINUOUS IN GROUT FILLED CELL PRE -CAST LINTEL 0 OPENINGS (SEE LINTEL SCHEDULE) 1/2" DRYWALL OVER VAPOR BARRIER P.T. WOOD FURRING AT 16' O.C. w/ R-4.2 INSULATION GENERAL NOTES 1. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE, 2004 EDITION" AS ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPUER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS, SPECIFICATIONS, ETC. 3 ALL WRITTEN DIMENSIONS ON THESE DRAWING TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. STRUCTURAL NOTES 1. DESIGN LOADS IN ACCORDANCE WITH FBC CHAP. 16, 2004 EDITION 2. SOIL BEARING CAPACITY: 2500 P.S.F. 3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS. 4. SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM 2500 P.S.I. COMPRESSIVE STRENGTH OF 28 DAYS. SEE PLANS FOR SIZE AND STEEL REQUIREMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS = 3" BEAMS = 1 1/2" SUSPENDED SLABS = 1" 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONARY SHALL BE PRESSURE TREATED. 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO MANUFACTURE'S INSTALLATION INSTRUCTION AND STANDARD PRACTICE. 10. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS 2 OR MORE PLIES UNLESS NOTED. 11. ROOF SHEATHING TO BE NAILED WITH Bd GALV. NAILS OR EQUAL 4" O.C. EDGES AND 6" O.C. FIELD. 12. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10D OR BETTER NAILS 6" O.C. EDGES AND 8" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5 INCHES LONG AND 0.131 INCHES DIAMETER. 13. ATTACH WINDOW BUCK 1x4" or 1"x 6° P WITH 3-3/16" BY 3 1/4" 2 1/4" EMBEDMENT TAPCONS EQUALLY SP CED. ATTACH GAR DOOR BUCKS 2x6 PY MIN. WITH 1/2" DIAMETER 6" EMBEDMENT WEDGE BO TS 24" O.C. 1 14. FRAME TO MASONARY SEGMENT CONNEC PT 2x4 MINIMUM TO MASONRY WITH 1/2" DIAMETERS 6" EMBEDMENT WEDGE BOLTS 1 AT TOP AND BOTTOM 36" O.C. EREAFTEER. THIS BUILDING IS DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE, CHAPTER 16 2004 EDITION - 8"X8" COLUMN BLOCK w/ 1 EA. t5 VERTICAL IN GROUT FILLED CELLS SEE FOUNDATION PLAN) -PROVIDE 1-#5 HORIZONTAL FOR OPENING WIDTHS 4'-4" OR GREATER & H> 4' - WOOD BASE FLOOR COVERING - TOP TRANSFER BARS, 40• V4DE WWF SEE PLAN MESH, TYP. • III III= DETAILS 4" 2500 PSI MONOLITHIC CONCRETE SLAB REINFORCED w/ FIBER MESH OVER 6 MIL POLYETHYLENE VAPOR BARRIER ON POISONED, CLEAN, WELL COMPACTED FILL 1 TYPICAL 1 STORY WALL SECTION -7 J SCALE: 3/4"=1'-O" STUCCO FINISH ON 8" CONCRETE BLOCK #5 DOWEL 2'-6" LAP W/ COL. STEEL 16" x 40" CONIC. FOOTING W/ (3)-#5 0 BOTTOM AND #4 TRANSVERSE 0 48" O.C. 3/8"x4 1/2" WEDGE ANCHORS z L F1 7 0 CMU HEAD OR JAMI 3/16 DIA. TAPCON 1/4" x 2 1/4" DIA. TAPCONS P.T. 1" x BUCK WINDOWS TO BE INSTALLED TO 1" P.T. BUCK WINDOW / 3"0 TAPCONS w/ A MIN EMBEDMENT OF P.T. 2"x6" BUCK w/ 3/8" WEDGE ANCHORS WITHIN 8" GARAGE DOOR RAILS. TOP BUCK TO BE FASTENED w/ 1/4 )1 x2 1/4" TAPCON 12" O.C. MAX. GARAGE DOOR BUCK DETAIL NOT TO SCALE W 16 1 2" ® MANUFACTURER'S SUPPLIED HOLES WINDOW BUCK DETAIL NOT TO SCALE (WINDOW & DOOR OPENINGS (WINDOW & DOOR OPENINGS 18"x18" HOLE CUT INTO DRYWALL 7'-0" WIDE AND LARGER) 6'-6" WIDE AND SMALLER) FOR DRYER VENT. WRAP HOLE w/DRYWALL 2" X P.T. BUCK W/ 1/4"0 2" X P.T. BUCK W/ 1/4"0 X 1 1/4" CONC. EMBEDMENT X 1 1/4" CONIC. EMBEDMENT TAPCON W/ 1"0 WASHER AT TAPCON W/ 1"0 WASHER AT 8"o.c., START 3" FROM CORNERS. 12"o.c., START 3" FROM CORNERS. DRYER VENT DETAIL SCALE: 1/4"= 1'-011 BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO 8%16" BOND BEAM w/ 1-#5(TOP & BOTT.) CONTINUOUS IN GROUT FILLED CELL 8"X8" COLUMN BLOCK w/ 1 EA. #5 VERTICAL IN GROUT FILLED CELLS 0 24' O.C. SOLID GROUT ALL y` it CELLS BELOW GRADE. I, H APPROX. GRADE - - - - - - - III -III m MIN. COVER a'A III .'Il Ell I / \ PRIVACY WALL SECTION SCALE: 3/4"44" r) w rn O U V) cn w CD CD w J J N I- w w O 0 z V) S CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. G.C. TO COORDINATE OPENING DIMENSIONS. TYPICAL WOOD BUCK TO CONCRETE - CONNECTION DETAIL 20" H. TUB S ND 1X4 FURRING STRIP P.T. �+ =DLTUB M 3" EXPOSED 3 }" FIN. 25 6'-6" 1/2" + UNDER LIP _............................................................................. . TUB STAND N.T.S. TUB 2X4'S ® 12" O.C. TUB STAND DETAIL SCALE: 1/4"= 1'-0" WINDOW SCHEDULE WINDOW SIZE TIP TO TIP MASONRY PRECAST OPENINGS MASONRY POURED OPENINGS WOOD FRAME OPENINGS FROM TOP OF PRECAST ITH HEIGHT WIDTH HEIGHT WIDTH HEIGHT WIDTH HEII 8 x 26 19 7 8 x 26 19 7 8 x 27 19 1 8 x 26 1 8" x 383 8 197 8 x 383 8 197 8 x 393 8 191 8 x 385 /8" x 50 5/8" 19 7 8 x 505 8 19 7 8 x 51 5 B 191 8 x 50 7 8 x 63 19 7 8' x 63 19 7 8 x 64 19 1 8' !x63 1 8 x 72' 1978 x 72 1978 x 73 191 8' x77 1 2" x 26 27 1 4 x 26 27 1 4 x 27 26 1 2 x 26 1 2' x 3838 271 4 x3838 271 4 x3938 261 2 x395 2' x 50 5/8" 27 1 4" x 50 5 8 2" 7 1 4 x 51 5 8 26 1 2 x 50 7 2 x 63 27 1 4 x 63 27 1 4 x 64 26 1 2 x 63 1 2 x 72" 27 1/4 x 72 27 1 4 x 73 26 1 2 x 72 1 x 2C 37 3 4 x 26" 37 3 4 x 27 37 x 26 1 4' x 3838 3734 x3838 3734 x3938 37 x3858 x 5058 3734 x5058 3734 x5158 37 x507 T8 " x 56" 37 3 4" x 56" 37 3 4" x 57" 37" x 58" x 4 :37" x 72 37 3 4" x 72 37 3 4 x 73 37 x 72 1 4 1 8 x 26 53 7 8 x 26 53 7 8 x 27 53 1 B' x 26 1 B x3838 5378 x3838 5378 x3938 531 8 x 38 5 8 x5058 5378 x505 B 5378 x5158 531 8"x507 1 8" x 56" 53 7 8" x 56" 53 7 B" x 57" 53 i 6" x 50 7 18 x 63 53 7 8 x 63 53 7 8 x 64 53 1 8 x 63 1 X 7Z b3 / b x /L CJ / a x /J aJ 1 o x AL I x 26" 74 3 4" x 26" 74 3 4" x 27" 74" x 38 5 8 x3838 7434 x3838 7434 x3938 74 x3858 x505181,743 4 x5058 7434 x51 5/8" 74' x507 8 x 63 74 3 4 x 63 74 3 4 x 64 74 x 63 1 4 x 72 74 3 4 x 72 74 3 4 x 73 74 x 72 1 4 1I x 38 3 8" 107" x 39 3 8" x 50 8 5 107 x 50 5 8 107 x 51 5 8 107" x 63" 107" x 64" x 26 111 3 4 x 26 111 3 4 x 27 x 383 8 111 3 4 x 333 8 111 3 4 x 39 3 8 111 x 38 5 I x 505 8' 111 3 4' x 505 8 111 3 4" x 51 548 111 x 50 7 1 x 63 111 3 4" x 63 111 3 4 x 64 111' x 63 1 4 x 72 111 3 4 x 72 111 3 4 x 73 111 x 72 1 X 50 5/8" 149 x505 B 149 x5158 148 x 50 7 8 x 63 149 x 63 149 x 64 148 x 63 1 B x 72 149 x 72 149 x 73 148 x 72 1 13 x 38 3 8 107 x 38 3 8 107 x 39 3 8 106 x 38 5 x 50 5 8 107 x 50 5 8 107 x 51 5 8 106 x 50 7 1 8 x 63 107' x 63 107 x 64 106 x 63 1 16 x 72 107 x 72 107 x 73 106 x 72 1 DOOR SCHEDULE INSWING DOOR SYSTEMS SINGLE DOOR UNIT ACTUAL UNIT SIZE ROUGH OPENING BLOCK OPE 2 -6 x 6 -8 31 5 B x 82 2 1 8 x 82 1 2 34 x 84" 8'2- x 6'-8" 33 5/8" x 82 4 1 8 x 82 1 2 36 x 84' 2 -10 x 6 -8 35 9 16 x 82 6 1 8 x 82 1/2- 38 x 84 3 -0 x 6'-8" 37 5 8 x 82 8 1 8 x 82 1 2 40 x 84 DOUBLE DOOR UNIT ACTUAL UNIT SIZE ROUGH OPENING BLOCK OPE 2 -6 x 6 -8 62 9 16 x 82 3 1 4" x 821 2' 65 1 4' x E 2'-8" x 6 -8 66 9 16 x 82 7 1 4 x 82 1 2 69 1/4" x E 2'- 1 O'p x 6'-B" 70 9 i6 x 82 1 1/4" x 82 12 731 4" x E 74 9/16" 5 1/4" x 82 1/2" 77 1 4' x E Z -b- x b -b x O b x OU D b JL 1 0 X 01 J•F x o1 2'-8p,x 6'-8 33 5 8 x 80 5/8" 34 1 8 x 81 36 x 82 2'-10" x 6'-8" 35 5 8" x 82 5 8" 36 1 8 " x 81" 38" x 82" 3 -0 x 6'-8"' 37 5 8 x 8O 5 8 38 1 8 x 81 40 x 82" DOUBLE DOOR UNIT ACTUAL UNIT SIZE ROUGH OPENING BLOCK OPENING 2'-6" x 6'-8" 62 9 16 x 80 5 8 63 1/4" x 81 65 1 4 x 82" 2'-8 x 6 -8 66 9 16" x 80 5 8 67 1/4" x 81 69 1 4 x 82" 2-10 x 6-8 70 9 16 x 80 5 8 71 1 4 x 81 731 4 x 82 3 -0 x 6 -8 74 9 16 x 80 5 8 75 1/4" x 81 77 1/4 x 82 DOOR SCHEDULE (SLIDING GLASS) CODE TYPE ACTUAL SIZE MASONRY OPENING 6068 XX-OX-XO 72 x 80 74 x 81 1 2 8068 XX-OX-XO 96 x 80 96 x 81 1 2 9068 XXX 1O6 5 8 x 80 108 1 2 x 81 1 2 12068 XXX 142 5 8 x 80 144 1 2 x 81 1 2 19068 nxx0 143 3 8 x 80 145 3 4 x 81 1/2' x lb V0 X yj x 96 108 1 2 x x 96 144 1/2" x x96 -14-5-34 x CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD YHL�11! PLANE AND ALL PROPOSED WORK AOIAU§JftY'M ANY CORRECTIONS F#EOU1N1:i3 �W N'q'�LO NN3PN:CTON'f8 TMAT MAYBE NEC:LSSA"NY 1149 v 4D'EW'TO CtiM' IQV VA" AL'LA 1ULICADWEHCODES. CUSTOMER APPROVAL (P R•c CHECK WE OF THE I'C1CA1N4) ❑ PROCEm M CONSKINCnON ORAMNOS AND SVRO FAIMI MIS PLw - NO mRTHER MANGO REQUIRED ❑ APPROWD OCEm TO CxH Cn ORAMN6 MM MMONC MPRANCS NOTED 0 THIS SHEET. 100 NOT REQUIRE A RENEW WKWAKTAL - PROCEm TO CONMCnON GRAMM MATURE: SMNATIR DATE : cuVM0rS CCUTIR,E(S) REWIRED PRIOR TO PCRMTINM REVISIONS MADE BY AND DATE REVISIO PER CUSTOMER RW 08-23-06 REVISIONS PER RW 10-18-06 REVISIONS PER 1 PLAN REVIEW RW 01- 04-07 f o o - L P :3 o (D L > $ m E +� V) 0 a Q) VnJ, 0 CLL- � c C of co N gI 0S U r m J w U COa� o ryn I I W^° z .e LIJ J Q i I- M U oomx aco M lr 5 z (n W N _ O Z O ~ z Q U/ W J U W LLJ U z W 0 LLJ LIJ Q m O (n m O �U/ W [-- Lj M M /yW Q M C-0 Date: 06- 30- 06 Scale: 1 /4"=1'-O" Drawn: RW Jab: ABERCROMBIE Sheet: Of 11 Sheets M 12 SEE ELEVATION 5/8" DRYWALL CEILING J 8x8 FILLED BOND BEAM, SEE PLAN / (2) 1/4" DIA. TAPCON SCREWS— CONT. 1x2 P.T. (4) 8d NAILS CLINCH TYP. 1/2" DRYWALL ON 1x4 FURRING STRIPS ® 16" O.C. OVER VAPOR BARRIER FROM FTG. TO 1x4 0 TRUSS -2x4's P.T. IN 3' SPACE ® 8" O.C. (TURNED ON THE FLAT) 6d NAILS 0 6" O.C. (TYPICAL) — CONT. 1x2 P.T. ANCHORED W/ TAPCON MASONRY SCREWS 0 8" O.C. FLOOR COVERING — TOP OF BEAM 8d04"0C INTO 2x6 .P. BLOCKING SEE TYP. SECTION SST HETAL 20 CLIP TYPICAL, U.N.O. SEE TYP. SECTION ALUM. S.G.D. TRACK — PRECAST GONG. LINTEL SEE PLAN STUCCO FIN. ON MTL. LATH = POCKET SL. GL. DOOR ALUM. S.G.D. TRACK FIN. FLOOR FIN. GRADE SEE FOUND. DETAILS 1x FURRING (INSIDE VI 1 x4's/2x4's 0 B" Ei 7'-0" 1x6's/2x6's 0 8" 7'-0" TO 8'-0" EXTEND 1x4's (14's) BEYOND OPENING & USE (2) 1/4" DIA. S.A. OR T.C.'s 1x2 (OR'2x2) HEADER/BEAM DOOR OPENING 1x4's (1x6's) w/ 2x4's (2x6's) BEHIND ;2x4 (2x6) 6d ® 6" 1x411x6) CONC. SLAB ENGINEERED WOOD TRUSSES 19/32" COX PLYWOOD SHEATHING INSIDE AND OUTSIDE AR ARCH w/ 8d NAILS AT 4"/6"� 2x8 TOP PLATE — NOT CONTINUOUS SAME OFF. HAND TRUSS TO TOP PLATE USE H6 OR H2.5 OR EQUAL DOUBLE TOP PLATE TO STUD USE H2.5, SP4 OR H6 OR EQUAL OR USE STRAP FROM TRUSS TO STUD (RT 18) —� 2x8 SP FACIA P.T. 1x WOOD DRIP 2x4's 0 24" O.C. 1/2" CDX PLYWOOD SHEATHING w/ 8d NAILS 4"/6" 19/32" CDX PLYWOOD SHEATHING w/ 8d NAILS 4"/6" (3) 10d NAILS TO ADJ. TRUSS TOP CHORD P.A.F.'s OR T.C.'s 0 8" THROUGH P.T. 2x2's NO. 2 NON — DENSE SO. PINE 1150 P.S.I. H4 CLIP 2x4's (2x6's) NO. 1 HEM — FIR 1050 P.S.I. VERT. TO 2x2's SELECT STRUCTURAL S.P.F. 1250 P.S.I. OOR FRAMING ELEVATION SCALE: 1 /4"=1'-0" SL.. GLASS DOOR DETAIL SCALE: 3/4"=1'-0" ` 30" MIN. LAP CA' Ezi 6 8- TYPICAL LINTEL BEAM DETAIL 'LIP w/ 1X" NAILS :ATHING NAIL PER SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO GABLE END W/ 16d 0 8" O/C ATHING NAIL PER SCHEDULE )NAL BRACE RESTRAINT AS SHOWN ON PLAN 2AL BRACING AS SHOWN ON PLAN D FASTEN TO SLEEPER W/ 0 4" O/C TYPICAL 1 SLEEPER FASTEN TO BEAM W/ 2-5/8" LG. 0 6" O/C _20 EMBEDDED STRAP W/ T 1)2" NAILS 0 EA. TRUSS 1 (48" 0/C) BOND BEAM, 8"x8" PRECAST LINTEL SEE LINTEL SHOP DWGS. FILL COLUMNS AND LINTEL SOLD W/ GROUT 8"x8" FILLED CELLS W/ 115 VERT. (TYP.) SST DSC4R/L—SDS3 w/ (20) SIDS Y4x3" & (12) Y4 x 2Y4" TITENS TO CMU EL. +10'-1" T.O.WALL PRE—ENG. WOOD ROOF TRUSS, SEE FRAMING PLAN 8" CMU WALL, (SEE PLAN) DRAG DETAIL N.T.S. (3) 10d NAILS TO ADJ. TRUSS BOTTOM CHORD V-2" - SP8 STUD PLATE TIE, 1 2x8 P.T. PLATE w/.140 DIA. P.A.F.s SHOWN: OPT. 2x4 PLATE 0 B" O.C. OR 1/2" DIA. WEDGE BEYOND 2x8 SILL PLATE ANCHOR 0 24" C/C w/ 3" WASHERS (STRAP NOT REQUIRED) BOND BEAM ROOF SHEATHING NAIL PER. SCHEDULE BLOCK PER FRAMING R-19 BATT INSULATION AND 5/8" DRYWALL UNDERSIDE OF TRUSSES / \ DORMER DETAIL 20 STUDS ® 16" O/C CONT. 2X6 RIBBON NAIL . W/(4)T116dANAILSD ROOF SHEATHING NAIL PER. SCHEDULE STRAP STUDS W/(7) 10dSNAILS EACH MEMBER I PRE—ENG. WD. TRUSSES BLOCK PER PLAN EXTEND WALL SHEATHING TO SOLE PLATE GIRDER OR COMMON TRUSS 8 8 \—PRE—ENG. RC SEE FRAMING NOTE: PROVIDE BEARING BLOCK TO UNDERSIDE OF WALL W/ (2) ROWS OF 16d NAILS 0 6" D.C., EA. BLOCK TO TRUSS. 2x4 BLOCKING AT ARCH W/ (2) 8D END NAILS, EA. SIDE TRUSS TO TOP PLATE USE H6 OR H2.5 OR EQUAL \ DOUBLE TOP PLATE STUD USE H2.5, SP4 OR H66 OR EQUAL OR USE STRAP FROM n TRUSS TO STUD (RT 18) SCALE: 3/4"=1'—O" " ROOF PLYWOOD W/ 8d NAILS 0 4" O/C INTO 2x6 SP BLOCKING ENG. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTRION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICATIONS 2x8 SP FACIA P.T. ix WOOD DRIP SEE PLAN _¢tl 2x Vs 0 24" O.C. .. 1/2" COX PLYWOOD SHEATHING w/ 8d NAILS 4"/6" 0/C. (EDGE/FIELD) FLASHING, TYP. 19 32" CDX PLYWOOD SHEATHING w 8d NAILS 4"/6" (3) 10d NAILS TO ADJ. TRUSS TOP CHORD (3) 10d NAILS TO ADJ. TRUSS BOTTOM CHORD NOTE: NAILING REQUIREMENTS H6= (8) 8d NAILS, EA. END H2.5= 5) 8d NAILS, EA. END SP4=(6) 10d x 1-1/2" NAILS, EA. END SP8= (6) 10d x 1-1/2" NAILS, EA. END. PRE—ENGINEERED WOOD ROOF TRUSSES AT 24" o/c, (SEE PLAN) SIMPSON UPLIFT STRAP, (SEE PLAN) SIMPSON H10 CLIP w/ (8)Bdx1 Y2"NAILS &� (4) Y4" x 23Aa' TAPCONS 8" MASONRY BOND BEAM,---, (SEE PLAN) PRECAST LINTEL, (SEE PLAN) 1'-0" J. 8" CONT. MASONRY BOND BEAM, SEE PLAN CONT. POUR STOP -B" CMU WALL 12 7 8"02" CONC BEAM w/ (2) #7 TOP & BOTT & #3 TIES ® 5" o/c ImyATi91kiIacyTm 2rdLTA CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD EL+10'-1" T.O. WALL THESE PLANS AND ALL PROPOSED WORK pRE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICAML6 CODES. CUSTOMER APPROVAL (PIEME CHEM ONE OF THE FOlOwNO) PRO® TO CONK UCON ORAwNOS AND O RD M M THIS " - NO MTHER OHANQS RF-0IIINED .. PROCEED M CONMOION D MwNis MLft MMMO CHANGES NOTED ON THIS SNFET. I DO NOT REO MIE A REMEW SU MITE& - PROCEED TO COWS LION DRAM M CusrouED SIGNATURE: —DAM; OUSTOMER SIGNATURE: DATE : OlS1WER'S SIGNAIURE(S) REWIRED PPoON 10 PERYTHNG REVISIONS MADE BY AND DATE PER CUSTOMER RW 08-23-06 REVISIONS PER ENGRB RW O —O6 PER AREVISIONS REVIIEW RW 01A04-07 U m L a (D " Cn - V) �_ a 0 cO t D] O =4r i-A � � m - N nn\\ W LL- m � � m 0 L � O � Cn © 8 — �x (D iv U rn c-- <J DO J Ch U U l^^w O Ii V zoo n n LLJ W Z7G LO n Ld �, W J Q a d n ' G M Z�Arp� CD x z � S ado L S LD LW N O z 0 Z \Q / ) W � J W U W U z LJJ /0 V / W z w Q m m 0 (n U m o z LJJ LL] m W m Q m CD Date: 06-30-06 Scale: 1 /4"=V-0" Drawn: RW Job: ABERCROMBIE Sheet: Q Of Sheets 1_5.�.......... 1" KITCHEN CABINET BAR SCALE: 1/2"= 1'-0" 12'-8" 42" H. CABINETS DRYWALL 2"X4" WD. STUD OR MTL FRAM DETAIL KITCHEN PLANT SHELF SCALE: 1 /4"= 1'-0" STRINGERS ARE 2x12 $2 S.P. A 7 RISER HEIGHT o', 9 k" TREAD WIDTH 17 RISERS 16 TREADS 152" (12'-B") = TOTAL RUN 129 r (10'-9") = TOTAL RISE NOTE: SEE DETAIL INFORMATION FOR STAIR DETAIL LOCATIONAL INFORMATION SCALE: 1/4' I I 1'-6" , 2- -6" t'-6" .Ai.........................................711................ A 2'-6" 2-6 MIRROR / -14"x18" MED CAB 2'-6" ( 2'-6" mp 'RANITE COUNTER TOP v/ 4" SPLASH (TYP) TER TOP (TYP) WALL OPPOSITE STAIR WELL ALIGN NICHE WITH —,,. OPENING BY STAIRWELL `? (APPROX. 16" DP.) (CLG) .©. NICHE 0 ............ 0 10'-1" FLAT CEILING MASTER BEDROOM COFFER DETAILS DIMENSIONS FOR OPENING BY STAIRS & NICHE ARE APPROX. BUILD TO MATCH TRUSS OPENING. .i 0 �i 0 MINIMUM MINIMUM DIMENSION FOR NEAR POINT OF STAIRS FROM WALL 0 I m 0 MIRROR ' Of MIRROR BY PASS TILE SEAT WO o // TUB m¢ � I 11 .. 2'-9° L 2'-10" ` A MIRROR 2'-6" 2'-6" KITCHEN C BATHROOM CABINET ELEVATIONS SCALE: 1/4"= 1'-0" ROMAN SHWR o E io IMW 5'-7 1 /2" 2'-9" LAUNDRY CHUTE I DRYER ER ❑ 0 4" SPLASH TER TOP (TYP) CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICAEILE CODES. (MEASE CNECN ONE CP NE TQLLDANO) ❑ PROCEED N CDNMCTON MANNGR ANO SUIED FROM NIS PW - NO MIRNER CHANGES RMIREO ❑ PROCEED TO M MUMON ORAMNOS AM MAKING CHANLES NOTED ON TRS SHEET. I DO NOT REQUIRE A RENEW WOMITTA. - PROCEED TO WNSTRICTON DRAENOS. WSTWER SG AMRE : WSNMER SONANRE : ME: WSiONEA'S SICXANRE(S) REWIRED PRIOR TO PERMITTING REVISIONS MADE BY AND DATE P R CUSTOMER RW 08-23-06 REVISIONS PER EONGRB-06 RW REVISIONS PE N0100EW RWA4-7 U-� o o Ln 't � I O ° W v' V a � S m a O =- Z=� r g (D n �1 l� 0 ` � a � � 3 0 s J V / U0 C� M rn J J L) u c RE V lj ^ n� W zmm 7_ LLJ J 1 U7 I, W§ w (n n3avio Lfl W N O Z O O Q Z W J W U W U z W W z � LJm� Q m W O v� u m o z Q� LIJ o I-- m W p� Q m (-0 Date: 06-30-06 Scale: 1/4"=1'-O" Drawn: RW Job: ABERCROMBIE Sheet: 9 Of 1 1 Sheets) GFI NOTE: ALL RECEPTACLES IN BATHROOMS, LAUNDRY ROOMS, GARAGE, ALL W.P. RECEPTACLES, LIGHTING FIXTURES, RECEPTACLES LOCATED WITHIN 15'-0" OF A SWIMMING POOL OR SPA EDGE, AND ALL RECEPTACLES WITHIN 6'-0" RADIUS OF KITCHEN SINK SHALL BE G.F.I. PROTECTED. 2" CONDUIT w/ 3-#2/0 THW CU OR #4/0 ALUM RACEWAY FP&L METER ELEC FROM PANEL (WEATHERPROOF) O PANEL TO ATTIC 200 A. 40 CIR. w/200 A. I II MAIN AHU #1 I Ij BREAKER FP&L SERVICE ENTRANCE I I 2' 12 5/8"-8' GIRD ROD #4 GIRD WIRE TO & HOSE BIB 20' REBAR IN FOOTER ELECTRICAL RISER DIAGRAM NOT TO SCALE LOAD TABLE BRETT BAY GRANDE "E" MODEL 3,467 Sq. Ft. CKTS CITY EQUIPMENT BREAKER CONDUCTOR LOAD 2 1 RANGE 50A/2P 6 8,000 2 1 WATER HEATER 25A 2P 10 4.500 2 1 DRYER 3OA. 2P 10 5,000 1 1 DISHWASHER 20A 1P 12 1.200 1 1 REFRIGERATOR 20A 1P 12 630 1 1 MICROWAVE 2DA 1P 12 1,500 1 1 DISPOSAL (OPT) 20A/1P 12 900 1 1 WASHER 20A 1P 12 1,500 1 3 SMALL APPL. CIRCUIT 20A/1P 12 3,000 1 6 GENERAL LIGHTING 3W SF 15A 1P 14 10,401 1 1 WATER PUMP 15A 1P 14 1.600 1 1 GARAGE DOOR OPENER 15A 1P 14 900 1 1. CENTRAL VAC OP 20A 1P 12 1.200 1 5 PADDLE FANS 15A/1P 14 600 1 6 BARN GENERAL LIGHTING /3W/SF 15A/1P 14 2.700 (A) SUB TOTAL 41.131 VA. 1st 1000OW 0 100% 10,000 WATTS REMAINDER 0 40% 12.452 VA. SUB TOTAL (A) 22,452 VA. AIR CONDITIONING LOAD TABLE CKTS QTY EQUIPMENT FUSE CONDUCTOR LOAD 2 1 A/C COMP. #1 40 8 N/A 2 1 HEAT & AHU 1 10K 50 8 6500 2 1 A C COMP. 2 N A N/A N/A 2 1 HEAT & AHU 2 1OKW N A N/A 6500 (B) SUB TOTAL 6500 TOTAL ESTIMATED CONNECTED LOAD (A+B) 35,452 + 230 V. TOTAL LOAD AMPS 154 SERVICE SIZE 200 CUSTOMER APPROVAL (PIEASE MOCK ONE a THE Fl2 140) ❑ — PROCEED TO CONSMIJUON DRAIANGS AND WILD RIM 1NIS PL - NO NRRHER WANDES REQUIRED ❑ MO ED TO CWSMCNw QRAMNIS AM NANINQ CHANCES NOTED W NIS SHEET. I DD NOT REQUIRE A RENM WBMITAL - PROCEED TO CONMUCRON OIRANRRUS. CUSTOMER 9QIATDRE : DATE WS MER SKNANRE : DATE WSTDNER'S SHRRAWRE(S) REWIRED MOR TO P ITRNC. ELECTRICAL LEGEND FLOOD UGHTS iA SINGLE POLE SNITCH 3 WAY SNTCH ® EXHAUST FAN ®O EXH FANLIGHT COMBO e' SMPLEX RECEPTACLE- 2OA/120 VOLT DUPLEX RECEPTACLE-15A/12OVOLT DUPLEX RECEPTACLE-15A/120VOLT (SNITCH HALF) =QGR (GROUND FAULT) 10 RECEPTACLE MOUNTED 0 4e A.F.F. ZIQGR/WP WEATHER PROOF (GFI) POWER RECEPTACLE 240VOLT ® PHONE INCANDESCENT FIXTURE INCANDESCENT FIXTURE (WALL MOUNT) QO RECESSED INCANDESCENT FIXTURE O VP VAPOR PROOF FIXTURE Q COMPUTER NETWORK OUTLET QTV (COAXIAL) L P`�' PUSH-BUTTON (GD.O. OPENER) Q JUNCTION BOX UDISCONNECT ®SD SMOKE DETECTOR FLOURES�NT STRIP TRACK LIGHTING )jr,CEIIJNG FAN PRE_WRE ONLY) 1.A FLOURESCENT FIXTURE 01.4 1.2 LPJ PANIC BUTTON p ELEC PANEL [IN]T INTERCOM OB DOOR BELL MD M07ION DETECTOR © CENTRAL VAC SYSTEM EK] KEYPAD O SPEAKER ROUGH -IN M PHONE / CABLE WRING ALL BEDROOM RECEPTACLES ARE REQUIRED TO BE AFCI PROTECTED (2005) NEC EALED FASTENERS OR ATTACHMENT ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD LANS C ALL I ECT TO ANY CORRECTEORK ONS NECESSARY I NBPECTOFOROERTOTHAT WITH ALL APPI<IOARI.0 GOOFS. TES: V BATH, KITCHEN & GARAGE TO BE G.F.I. OUTLETS TO BE WATERPROOF G.F.I. LLED IN KITCHEN ISLAND OR PANINSULA MUST BE COUNTERTOP HAVE ARC FAULT CIRCUIT INTERRUPTER ALL EXHAUST FANS EXCEPT MICROWAVE VENT TO OUTSIDE /1\ REVISIONS MADE BY AND DATE VISIONS PER CUSTOMER RW 08-23-06 REVISIONS PER E00NGR.-18 RW -06 REVISIONS PER 1 VIEW RW 01A04R � o U � � r- a v I — L0 S. a 0)(10 Ln i. *au LC) Cn � rn _ O > OO m Io a S 0 n 1 O ` VJ (p LL � s 0 0 r �0 v OUN IIIW� U � m J J „ u x w L) V z � — n n n n n LLf m m Lj z Ld J Q d D n a p rn S SZ��o (n n Ri Eri o Q0 jLL] N O Z U O < Z W (n 0 LJ U W U z w 0 W z � W Q m m "�4- > IH� O r ' U m 0 z � W � � III m W ry Q m CD Date: 06- 30- O6 Scale: 1 /4"=1'-O" Drawn: RW Job: ABERCROMBIE Sheet: 10 Of 11 Sheets IF- — — — — — - II II II II II II II II II IL L— — — — —- CUSTOMER APPROVAL (PIEASE CHECK ONE OF NE PoILOMNO) ❑ APPROVED FOR CONSiR PROCEED 10 CON5IRUCDON DRAMINGS AND WILDFRW THIS PLAN - NO ETARTHER (NANOES REWIRED PRD® TO OMMUCnW DRAwwa AE M MMUNG MANOES NOTED ON MIS SHEET. I DO NOT REQUIRE A REMM MMI7AL - PROCEED TO CDNSTWCTW ORAMNQS WSTDMER SMATURE : DARE WST MER SDNAWRE: MR: WSIOMEA'S 9dAlUREN REWIRED PRIOR 10 PFIOIIRIRIO. ' WINDOW SILLS TO FIRST FLOOR COMMON SNITCH I I ---J L— — — — — — — — — — — — — — — — J SECOND FLOOR ELECTR CAL PLAN PLUMBING NOTES: COPPER PLUMBING SUPPLY LINES DOUBLE BOWL SINKS TO HAVE ONE DRAIN OUTLET. DRAIN OUTLET TO BE LOCATED BETWEEN SINKS PUMP LOCA110N TO BE DETERMINED IN FIELD BY WELL LOCATION ELECTRICAL NOTES: ALL OUTLETS IN BATH, KITCHEN & GARAGE TO BE G.F.I. ALL EXTERIOR OUTLETS TO BE WATERPROOF G.F.I. OUTLETS INSTALLED IN KITCHEN ISLAND OR PANINSULA MUST BE WITHIN 12" OF COUNTERTOP ALL BEDROOMS HAVE ARC FAULT CIRCUIT INTERRUPTER PROTECTION ALL EXHAUST FANS EXCEPT MICROWAVE VENT TO OUTSIDE /I\ — — — — — — — — — — — — — — — — II II II II II II II II I F — I L i I I II II II II II II CHUTE L FLOOR II II II II II II �I �I -----� II II ALL BEDROOM RECEPTACLES ARE REQUIRED TO BE AFCI PROTECTED (2005) NEC CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE I CONTRACTOR OF RECORD II II I II II I I II II II II �I II THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY iN ORDER TO COMPLY WITH ALL APPLICABLE CODES. II II II II II II II II II II L__ ------------� L — — — — — — — — — — — — — — — — — — — — — — REVISIONS MADE BY AND DATE CUSTOMER PER RW OB-23-06 REVISIONS PER EN RW 018 -06 REVISIONS PER PLAN REVIEW RW -04-07 0 U O U �1 � n VJ N f w Cf) � a O O R m o w 0 T a O i LL O c E � U N o- f U� J n rn _J U u x V O z LO n n Ldnom I1f z 00 Ld QLl M d M D a d ~ < �a amm L.L SZd�'xU LLJ N O z O Q z > u� Li � � w U U z w 0 LL_I Q MW W m 't 0 cn � � O U m O W F— L) m Lil m Q m Co Date: 06-30-06 Scale: I /4"=1'-o" Drawn: RW Job: ABERCROMBIE Sheet: 11 Of 1 1 Sheets m ASTENERS OR ATTACHMENTS RESPONSIBILITY OF THE 'RACTOR OF RECORD AND ALL PROPOSED WORK 'TO ANY CORRECTIONS FIELD INSPECTORS THAT SSARY IN ORDER TO I ALL APPLICABLE CODES. REVISIONS MADE BY AND DATE m � v U a a o m — In rn (��� Ln O V a nJJ V/ N Ln E ✓ 0 � n m � N � a C 0 v w O C rt� I 7 JI O� U - O z � � — n r n n LL]m ICJ z w � J < M _� 4 Z J U / )V 7 O O J I/n C W W _ v /^n 3 Ul (— l Z O - O Q z w IW u W W cn W � m O U < 0 W m a LLJ W W m < m Date: 08-23-0G Scale: 1/4"=V-0"� Drawn: raw _ a Jab: ABERCROMBI Sheet: m Of 2 Sheets v', r �-7 cc-c- ®■ 4 j; r - L Cr ,` 1 (-- r------- I II II II II F II II II II it IL. L- - - - -- — — — — — — — — — — — — — — — — — � III I I II I II II II I --------I III II 11 � I i �I �I I II III I� I i FLOOR II I II II �I III II II II II II II II II II CONCEALED FASTENERS OR ATTACHMENT; ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD I II II II II I II II II II 11 II II L- - - - - - - III L- - - - - - ----- -I THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT' MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLiCAULE CODES, SECOND FLOOR H VA_ C PLAN SCALE: 1 /4"=1'-0" II II II II II II II II II II IL LI II -------------I L----------------------- REVISIONS MADE BY _ AND DATE REVISIONS PER CUSTOMER RW 08-23-06 N / O A C P CD a Lc) u n l w V/ _- 5 E cn r rn_ 0 7 W� V1 L� L N o c a � O c r- _ �x (J rn � I L n J u� J u //rr11 z O N I W w II wv� J Q � J cD i W ClJ O z F- 0 I— � Q > w ,I J W u cn W UP, W <r. m m 0 m 0 n,' m I— o W I— W m IJ IT LL < m (i) Date: 0e- 23-06 Sca e: 1j4"=1'-0" Drawn: RW Jab: ABERCROMBIE Sheet: of 2 Sheets S T. L U C IE COUNTY PRODUCT APPROVAL SUBMITTAL A F F ID A V IT CONTRACTOR: SunTree Hom es, Inc . MODEL: B R E T T BAY VI"E"; rig htgarage,side load O P E N IN G ID P R O D U C T M O D E L# C O D E# M A N U F A C T U R E R G L A D E S C R S S IP T 10 N A T T A C H M E N T M E T H O D B P U R E IL S D IN G S U R E D E S IG P R E S S U N R E 1 W IN D O W S E R I E S 9 0 0 F L 5 3 3 0 N U A I R 3 11 6" T A P C O N 3/ l 6 ", 6 ", 1 1 /4 " E M B E D 1 2" 0. C + 3 4 .0 /- 4 4 .8 + 1- 6 0 .0 2 WINDOW CUSTOM F L 1 9 4 6 WAIN&DOCW MTANUF 1/4"TEMP. T A P G 0 N 3/6",6",1 1 114"EMBED 12"0.0 (+33.2/-43.1} +1-60.0 3 W IN D O W S E R I E S 9 0 0 F L 5 3 3 0 N U A I R 3 /1 6 T A P C O N 3/ 1 6 ", 6", 1 1 /4 " E M B E D 1 2" 0. C + 3 4 .0 1- 4 4 .8 + 1- 6 0 .0 4 WINDOW CUSTOM F L 1 9 4 6 A & P CUSTN0M 114"TEMP. T A P C 0 N 3fl6",6",1 114"EMBED 12"0.0 (+35.31.47.2) +/-60.0 5 WINDOW SERIES 950 F L 5 3 3 0 NUAIR 3/16" T A P C 0 N 3 Ill 6",6",1 114"EMBED 12"0.0 +33.7I-36.7 +/-60.0 6 W IN D O W S E R I E S 9 0 0 F L 5 3 3 0 N U A I R 3 /1 6" T A P C O N 3 /1 6 ", 6", 1 1 /4 " E M B E D 1 2" O. C + 3 2 .4 f- 3 5 .4 + /- 6 0 .0 7 DOOR PSREERMIIIESR FL5262 THERMA -TRU IIS"TEMP. T A P C 0 N 3fl6",6",1 1/4 EMBED 12 0 C (+31.91-34.9) +1-67.0 8 WINDOW SERIES 900 FL5330 N U A I R 3/16 T A P C 0 N 3fl6 6" 1 1/4 EMBED 12 0 C +32.41-35.4 +1-60.0 9 WINDOW SERIES 900 F L 6 3 3 0 N U A I R 3/16 T A P C 0 N 3fl6 6" 1 1/4"EMBED 12 O.0 +34.01-37.0 +1-60.0 1 0 W I N D 0 W S E R I E S 9 0 0 F L 5 3 3 0 N U A I R 3 /1 6 T A P C O N 3 11 6 6 1 1 14 E M B E D 1 2 O . C + 3 4 .0 1- 4 4 .8 + f- 6 0 .0 11 WINDOW SERIES 900 F L 5 3 3 0 N U A I R 3 11 6 T A P C 0 N 3fl6",6",1 114 EMBED 12 0 C +34.0/-37.0 +/-60.0 12 WINDOW SERIES 900 F L 5 3 3 0 N U A I R 3 11 6 T A P C 0 N 3fl6",6",1 1/4 EMBED 12 0 C +34.0/-37,0 +1-60.0 1 3 W I N D O W S E R I E S 9 0 0 F L 5 3 3 0 N U A I R 3 11 6 T A P C 0 N 3 /1 6 ", 6", 1 1 14 E M B E D 1 2 O . C + 3 4 .0 /- 3 7 .0 + 1- 6 0 .0 14 WINDOW SERIES 900IS50 F L 5 3 3 0 NUAIR 3/16 T A P C 0 N 3116".6",1 1/4"EMBED 12 0 C +32.11-35.1 +1-60.0 1 5 W I N D 0 W S E R I E S 9 0 0 F L 5 3 3 0 N U A I R 3 /1 6 T A P C O N 3 /1 6 ". 6 1 1 /4 E M B E D 1 2 O. C + 3 4 .0 /- 3 7 .0 + 1- 6 0 .0 16 WINDOW SERIES 900 F L 5 3 3 0 N U A I R 3/16 T A P C 0 N 3/16 6 1 114"EMBED 12 O.0 +34.01-37.0 +1-60.0 17 S G D SERIES 200 FL5334 N U A I R 3/16"TEMP. T A P C 0 N 3/16".6 1 1/4"EMBED 12 0.0 +31.21-34.2 +1-45.0 18 DOOR C O N S T SERIES R U C T 10 N FL5262 THERMA -TRU NIA TAPCON3/16'6",1 1/4EMBED120.0 (+33.61-365) +1-67.0 19 WINDOW SERIES 900 FL5330 NUAIR 3fl6"TEMP. T A P C 0 N 3116' 6",1 114 EMBED 12 0 C +35.31-38.2 +/-60.0 20 WINDOW SERIES 900 FL5330 N U A I R 3116" T A P C 0 N 3116".6",1 114 EMBED 12 0 C +34.0f-44.8 +/-60.0 21 2 2 WINDOW W I N D O W SERIES 900 F L 5 3 3 0 NUAIR_ N U A I R 3116 3! 1 6 T T A A P P C C 0 O N N 3 3 11 l 16 6 6",1 6" 1 114 1 14 " EMBED E M B E D 12 0 1 2 O . C C+ (+34.0-1-44.8_ 3 4. 0 1-3 7, 0 +/-60.0 + /- 6 0. 0 S E R I E S 9 0 0 F L 5 3 3 0 23 WINDOW CUSTOM F L 1 9 4 6 WAIN&DOCW MTANUF 114"TEMP. T A P C 0 N 3fl6",6",1 1/4"EMBED 12"0.0 (+35.31-38.2} +/-60.0 24 WINDOW SERIES 900 F L 5 3 3 0 NUAIR 3116 T A P 0 0 N 3fl6 6",1 114"EMBED 12"0.0 +34.0f-44.8 +/-60.0 2 5 G A R A G E 7 3 W 6 F L 3 0 2 6- R 1 C L O P A Y N /A S C R E W W O O D, L A G S C R E W 5 11 6" X 1 5 18 " + 2 9 .8 f- 3 6 2 + 1- 6 0 .0 2 6 G A R A G E 7 3 W 6 F L 3 0 2 6- R 1 C L 0 P A Y N IA S C R E W W 0 O D L A G S C R E V 5 11 6" X 1 5 18 " + 3 1 .8 1- 3 4 .8) + 1- 6 0 .0 27 S G D SERIES 200 F L 5 3 3 4 NUAIR 3fl6"TEMP. TAPC0N,3f16",6" 1 1/4"EMBED 12"0.0 +31.81-34,8 +1-45.0 P R O D U C T M O D E L# C 0 D E# M A N U F A C T U R E R A T T A C H M E N T M E T H O D B P U R E IL S D IN G S U R E D E S IG P R E S S U N R E MULLIONS DRG.#6620 FL261-R2 P G T INDUSTRIES 3 11 6 DIA.TAPC0N 1 114"EMBED T H R U A L L H 0 L E S PROVIDED. +35.31-47.2 +l-95 R 0 0 F G A R LEESRT 1 04 O E R F L 1 4 7 6- R 2 E L K C 0 R P 6 N A IL S/ S H IN G L E N /A N /A S ID IN G N /A N /A N /A N /A N /A SOFFIT ALUMA -GUARD F L 6 6 4 3 AEXOTERIIORSE 1 " S C R E W S , 1 2 " 0 C.P.P.A +/-36 +1-39 G L A S S B L O C K D R G S "A L A P E S IC E F L 1 5 6 3 - R 2 P IT T S C O R B N U R G IN G D E T A IL 5 S H O W N O N S H E E T 4 (+ 3 4.4/-3 7 ,3) + 1- 6 0 HURRICANE < 6" PANELS S P A N SAFETY S EDGE Y S T E M FL393-R1 ALL AM S H U T ER T IC AN E R S 114"DIA 1 1/4"EMB SLEEVE ANCHORS 12"0.0 (+35.31-47.2} + 3 8 - 4 8 HURRICANE 6" 0 R G R E PANELS A T E R S P A N SAFETY S EDGE Y S T E M FL393-R1 ALL AM S H U T ER T IC AN E R S 114"DIA1 1 14 " E M B S L E E V E ANCHORS 12"0.0 (+35.3f-47,2) + 3 8 - 4 8 T R U S S ID B R G . P O IN T T R U S S U P L IF T A C T U A L L B S I C O N N E C T O R ID C O N N. U P L IF T D E S IG N L B S I F A S T E N E R S N O T E S T O T R U S S TO W A L L A l- H A 15 34 H E TA L 2 0 1 81 0 1 5 1 0 d x 1- 1 /2 " S 14 78 HA N G E R B Y T R U S S C O. A A 717 HETAL 20 1 81 0 (1 5) - 10dx1-1f2" M 6 9 0 - - H A N G E R B Y T R U S S C O. B1 A 713 HETAL 20 1 81 0 (15)- 10dx1-112 - - W 6 8 9 H A N G E R B Y T R U S S C O. B 2 A 7 1 2 H E TA L 2 0 1 81 0 1 5 - 1 0 d x 1- 1 f2 " - Y 6 8 9 H A N G E R B Y T R U S S C 0 B 3 A 7 1 2 H E T A L 2 0 1 8 1 0 1 5) - 1 0 d x 1- 1 /2 " X 6 8 9 H A N G E R B Y T R U S S C 0 B 4 A 7 1 2 H E T A L 2 0 1 8 1 0 s 1 5 1 0 d x 1- 1 /2 " X 6 8 9 H A N G E R B Y T R U S S C C B5 A 800 H E T A L 20 1810 15' - 10dx1-112 - - O 7 9 9 H A N G E R B Y T R U S S C 0 B 6 G A 1037 HE T A L 2 0 1u10 15)-10dx1-1/2 P 1 1 5 0 H A N G E R B Y T R U S S C O. B 7 G 0 1397 H E T A L 20 1810 (15' - 10dx1-1/2" D 705 H E T A L 20 1810 15 10dx1-1f2" B 8 G 0 2407 2 H E TA 20 H E TA L 20 255n 1 4 1 6 d D 121 6 1810 - 15 - 1 0 d x 1-1/2" - - B9 P 1711 H E T A L 20 1810 15 10dx1-1/2" 1 916 H E T A L 20 1810 15 10dx1-1/2" B 1 0 O 1699 HETAL 20 1810 15 10dx1-1f2" D 961 H E T A L 20 1810 -15 - 10dx1-1f2" - - B 1 1 G 0 2 1 6 7 2) H E T A 2 0 2 5 0 0 1 4) 1 6 d - - B7 1453 H E T A L 20 1810 15 - 10dx1-1f2" B 1 2 O 1005 H E T A L 20 1810 15 - 10dx1-1f2 - - B 7 4 2 8 H E T A L 2 0 1 8 1 0 1 5 - 1 0 d x 1- 1/ 2" B 1 3 G 0 2 1 1 7 2 H E T A 2 0 2 5 0 0 1 4 1 1 6 d 67 1018 H E T A L 20 1810 15' - 10dx1-1/2" C 1 D 1 5 6 2 H A N G E R B Y T R U S S C 0 C 1562 HETAL 20 1810 15 10dx1-1f2" C 2 A 6 9 1 - - - H A N G E R B Y T R U S S C O. D 697 HETAL 20. 1810 (1 5) 10dx1-1f2" C 3 A 6 8 8 H A N G E R B Y T R U S S C 0 D 701 H E T A L 20 1810 15 - 10dx1-1f2" C 4 A 6 8 4 H A N G E R B Y T R U S S C 0 D 705 HETAL 20 1810 15 10dx1-1/2" C 5 A 6 7 9 H A N G E R B Y T R U S S C 0 D 709 H E T A L 20 1810 15 10dx1-1/2" C6 L 279 H E T A L 20 1810 15 10dx1-1/2" H 512 H E T A L 20 1810 15 - 10dx1-1f2" C7 P 1417 H E T A L 20 1810 15j-10dx1-1f2 - - H 747 H E T A L 20 1810 -15 - 10dx1-1/2 _ C 8 G Q 2 2 0 6 2 H E T A 2 0 2 5 0 0 1 4 1 1 6 d 1 1 3 0 9 H E T A L 2 0 1 8 1 0 (1 5) - 1 0 d x 1 -1 f2 " DG E - - FULL BEARING D 1 A 8 1 5 H E T A L 2 0 1 8 1 0 1 5 1 0 d x 1- 1 12 " N 4 3 4 H 1 0 9 0 5 8) 6 d x 1- 1 12 " 8 8 d x 1- 1/2 0 D 8 3 4 H E T A L 2 0 1 8 1 0 1 5` 1 0 d x 1- 1 12 " D 2 A 9 4 H E T A L 2 0 1 8 1 0 ( 1 5 1 0 d x 1- 1 12 " - D 3 8 7 H E T A L 2 0 1 8 1 0 i 1 5 1 1 0 d x 1- 1 12 " D 3 Q 4 4 H E T A L 2 0 1 8 1 0 1 51 1 0 d x 1- 1 12 " D 421 H E TA L 2 0 1810 (151 10dx1-1 /2" H G E - F U L L B E A R IN G H 1 A 1 3 2 4 H E T A L 2 0 1 8 1 0 - 1 5 1 0 d x 1- 1 12 " - C 1 3 2 4 H E T A L 2 0 1 8 1 0 1 5 1 1 0 d x 1- 1 12 " H 2 A 4 6 4 H E T A L 2 0 1 8 1 0 1 5 1 1 0 d x 1- 1 12 " C 5 0 8 H E T A L 2 0 1 8 1 0 1 5 1 0 d x 1- 1 12 " H 3 G A 2546 2 H E T A 2 0 & (2 H T S N1 1 6 4850 14 1 1 6 d & 8 1 0 d 4 1 1 14 " x 2 114 TITE N S - C 1 4 4 9 3 (2) H E T A 2 0 & (2 ) H T S M 1 6_ 4 8 5 0 (1 41 1 6 d & (8) 1 0 d (4 ) 1 14 " x 2 1 14 T I T E N S - G G E - F U L L B E A R IN G G 1 A 3 5 9 H E T A L 2 0 1 8 1 0 1 5 1 0 d x 1- 1 12 " - _ C 316 H E TA L 2 0 1810 15 10dx1-1/2" G 2 G A 1 7 7 0 H E T A L 2 0 1 8 1 0 1 5 1 1 0 d x 1- 1 12 " C 3 0 1 6 2 H E T A 2 0 & 2 H T S M 1 6 4 8 5 0 1 4 1 1 6 d & 8 1 1 0 d 4 1 /4 " x 2 1 /4 ' T IT E N S B 1 4 G 4 2 8 H E T A L 2 0 1 8 1 0 1 5 1 0 d x 1- 1 /2 " - 1 3 5 5 H A N G E R B Y T R U S S C O E 1 G A 6 9 6 H E T A L 2 0 1 8 1 0 - 1 5 1 0 d x 1- 1 12 " D 6 9 6 H E T A L 2 0 1 8 1 0 1 5 1 1 0 d x 1- 1 /2 " F 1 H A 4 2 8 H E T A L 2 0 1 8 1 0 1 5 1 1 0 d x 1- 1 12 " D 4 2 8 H E T A L 2 0 1 8 1 0 1 5) 1 0 d x 1- 1 12 " F2G A 683 H E T A L 2 0 1810 15 10dx1-1!2 - C 683 H E T A L 2 0 1810 (15) 10dx1-1/2 11 A 1 6 1 - - - - H A N G E R B Y T R U S S C O. C 1 6 1 - - - - H A N G E R B Y T R U S S C O. J 1 A 1 3 7 - H A N G E R B Y T R U S S C O C 1 3 7 - - - - H H H A A A N N N G G G E E E R R R B B B Y Y Y T T T R R R U U U S S S S S S C C C O O 0 B 1 5 G D 3 3 7 - - - - C 3 3 7 - - - - P B H A N G E R B Y T R U S S C O E J 7 A 1 6 0 (2) H E T A 2 0 2 5 0 0 (1 4) 1 6 d - H A N G E R B Y T R U S S C 0 C 1 3 - - - - HJ3-H J7 A 180 H E T A L 20 1810 15)-10dx1-1/2 J A C K S A 2 3 5 H E T A L 2 0 1 8 1 0 (1 5) - 1 0 d x 1- 1 /2 - - T R U S S C E A S T C 0 O M P A N Y N A M A S T L U M B E R E D A T E O F L A Y 0 U T 1 0 /6 12 0 0 6 D A T E O F C U S H E E T S 1 0 16 12 g 0 6 JURISDICTION: ST. LUCIE CODE: PROJECT NAME: TYPE OF CONSTRUCTION: BUILDING DESIGNED: WIND SPEED(3 SECOND Gi FBC 2004 EMERSON AVENUE EXPOSURE: B INTERNAL PRESSURE COEFFCIENT: +/- 0.18 IMPORTANCE FACTOR: MEAN BUILDING HEIGHT: OVERHANG: 30 1' 4" FT. COMPONETS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: 17 (SHINGLES) FRAMED FLOOR LIVE LOAD N/A SHUTTERS: YES C IMPACT RESISTANT ASSEMBLY: FL 130 MPH: BUILDING CATEGORY: (1.2.3. OR 41 ROOF PITCH 17 II �4 NIA PSF CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS fHAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICA131.6 CODES. LICENSE#: #44996 DATE: I / Z % / It, I HAVE REVIEWED THE WIND LOAD PRESSURES AND PRODUCT APPROVAL INFORMATION PROVIDED ON THIS SHEET AND APPROVED IT. (SEALED BY ARCHITECT OR ENGINEER OF RECORD.) REVISIONS MADE BY AND DATE REVISIONS ENGR. PER RW 10-18-06 REVISIONS FOR JURISTICTION RW 11-30-06 O L0 W � � I o u Ln 0-) a a U5 c\ �'^\ a W m (jr)J m a d Q� TJ y� m 0cn v Z W 6 n O W 0 d Q� W v GO Ld 0 9 E _0MO v �/1 / (J ° o�n 9 7 m U __J m J d U Q U ,n X V O ZO^ � � n W ^m z�� z W M w m Q L-� c vJ u 0 (n < JJw W n3o _ q n W U z Q /n v / w N0 LJ- W (-D � -mm N Q W O F- U �0/ LW O Uz LLI U� N0 L W m 0 Q U Date: 09-01-06 SCae: N/A Drawn: RW Job: ABERCROMBIE 0 O o O N CV O 00 O 6-0-0 BEAM._ TI H l 10' -1" ti J1 �CJ3 J ,VILE■IL�I� r� 00 1 7 —EJ7BFDRnoM 10'-1. L.I Al' ti EJ7 0, Do It. EJ7 > > �EJ7 NIV —EJ7 �EJ7 G2G I_)Rm; S1111J 1 G1 ROOF TRUSS PLA ELMENT PLAN 83-4-0 22-8-0 ®la LVLA= 1 1-7/8" Beam by ECLT PBD1 DGE QTY=3 (2ply each) R 10'-0" Span D1 I r:nV'r1 PnRCl1 F3E(1f1 6-8-0 � �' 1 r l nr TFIP (2. .1.0' I „ 18-1-8 I:::;� 1:4 1-8 D1 17-1-0 F .. 22-8-0 13 6_0 I D1 3-1-0 32-9-0- T ��ID cc 1 :', p 3 a.� 0 a 2 Z LI I w LU a c c o u C = �j v W cr Im za c°i = C . LU0 E .914g-1 8 0LW Q UJ Z UJ O 1,3 O U (7 C7 �I^ �t Q O b N U W ��` ¢ O_E = S' a �'� 5 J ❑ ❑ a)Qf E a v Y n o.. v......_ Z O ,�. ct•�m co a3c5 = :us,wo- U }2S Cla¢-a CL W CO 15U. e E O20 mO 6-0-0 �Z � o - � U ¢ O- C)00 ti 0-5-13 � a - / ---- —� 1U, --1 -6-10 2-6-0 1-6-0 ,r O-5 U 00 CANTILEVERED 00 N❑TE+ FIELD APPLIED PIGGY BACKS o PR❑VIDED ARE 1-PLY EACH, 1-PLY PIGGY BACKS ON TOP OF A 2-PLY TRUSS IS PERMISSIBLE, 33-0-0 0-5-3, _>L 7 12 121 III�I��I/ ;RMZW,l II�I�I J7 J7 J7 3:111fl J1' J5 N J52 ti J5 ti J3 CJ1 O I O M CONCEALED FASTENERS OR A ACHM H 1 ARE THE RESPONSIBILITYIF THE CONTRACTOROFREC D HGE 21-8-0 5-4-0 Iola -I THESE PLANS AND ALL pqOPOSED WORK ARi SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT J 17 0-5-13 EAST COAST LUMBER O 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 00 CUSTOMER: SUNTREE I� [�-- JOB NAME: hlowum„ L..y, RES. CDS: _LLB--- JOB#:r� _ MODEL: BRETT BAY VI "E" PSL 4906 SQ. FT. GARAGE/RIGHT DATE: 09-18-06 IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61G15S-31.003 (3) (c), EAST COAST LUMBER IS THE "TRUSS DESIGN ENGINEER". TRUSSES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004. NOTE: By approving this truss placement plan, the customer acknowledges that this placement plan complies with the structural intent of the project. DESIGN CRITERIA COUNTY: ST LUCIE or LEE CODE: FBC-ASCE 7 LOADING: TILE/SHINGLE WIND SPEED: 140 M.P.H. SCALE: 1/4" = l'-0" EXPOSURE CATEGORY = B MEAN HEIGHT: 16'-0" IMPORTANCE FACTOR = 1.0 BUILDING TYPE: = ENCLOSED TRUSS SPACING 24" O.C. EXCEPT AS NOTED - - ___._._,.-------- GRAVITY LOADS ROOF TC LIVE: 20psf TC DEAD: 15psf BC LIVE: 10psf (PSL) BC DEAD: 05psf DUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC & FRC NON -CONCURRENT BC LL IOpsf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B) CONCURRENT BC STORAGE LL 20psf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B,G,H) NON -CONCURRENT BC MOVING LL 200# FBC TABLE 1607.1.31 DEFINITIONS MWF = MAIN WIND FORCE LL = LIVE LOAD TC = TOP CHORD DL = DEAD LOAD BC = BOTTOM CHORD # = POUNDS psf = POUNDS PER SQUARE FOOT I CAUTION: SPANS GREATER THAN 30'-0" MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1/2 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCSI-B1 FOR COMPLETE ERECTION AND SAFETY PROCEDURES. *BUILDER'S WARNING* Nc THIS IS A PLACEMENT PLAN FOR ENGINEERED COMPONENTS AS DEFINED BY WTCA 1-1995. DIAPHRAGMS HAVE NOT BEEN - -` ANALYZED BY EAST COAST LUMBER, -- -" * FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS * BRACING 1.) FOR ERECTION BRACING FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS. 1 6 2.) PERMANENT BRACING FOR THE STRUCTURE IS THE RESPONSIBILITY OF OTHER 3.)INSTALL WEB BRACING AS STATED ON SEALED ENGINEERED TRUSS DRAWINGS. 1 / * SEE FINAL ENGINEERING SHEETS FOR THE TRUSS STRUCTURAL 7 [ DATA, NUMBER OF GIRDER PLIES AND CONNECTION INFORMATION * OUR DESIGN DEPARTMENT MUST APPROVE ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ADVANCE. �k BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR DESIGN DEPARTMENT APPROVES THEM IN ADVANCE. / ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS OTHERWISE NOTED. INSTALL HANGERS ACCORDING TO THE CURRENT SIMPSON STRONG -TIE CATALOG. FOR T-RUS-SPLF,C)EMENT ONLY OCT 0 9 2006 IVIocris has oua', P.E. MAURICE , . S QUA, P.B., INC. 190 N . 2Avehue Cox FL 33071 54)7 3-1988, License Nos: B5251 & I9554 'JI III IG V CI M Ih WF THSSALLAPPLICAO R TCODES. 9— 6— O F.� r i. j NOTE: TRUSSES DO N O T xu SUPPORT ANY PLANT SHELVES IDTE, � O, — 1 „ P LAI _..11 By approving this placement plan(s), signatured anywhere on C � ;his sheet, the customer acknowledges that this placement plan omplies with the structural Intent of the project, The customer also acknowledges that this approval authorizes ast Coast Lumber & Supply to manufacture these 'trusses and leUver them to the project Indicated on this drawing, The customer acknowledges that he/she accepts financial esponsib(e for any repair engineering and labor required 1ue to errors created by the customer, signed date 0- ROOF HANGER SCHEDULE ALL HANGERS ARE SIMPSON HUS26 EXCEPT AS NOTED A= HHUS28-2 REVISIONS DATE CHANGES INITIAL 1 /4" if plotted 2436 DRAWN BY: YI D Z TWTn V1 O 0-6-0 m iV I�" VI I_ D1 D1 D 1 0 (--.. 0 D1 D1 D 2 I a D3 -77 �� �_ D 3 00D3 / rn - IVM7A VM7B CONCEALED FASTENERS ! V M 7 C VM 7 D ARE THE RESPONSIE CONTRACTOR Of VM7E m �7F 0 0 25-1 -8 0l0 IR ATTACHMENTS LU OF THE RECORD O � a u n 00 AST COAST LUMBER 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 CUSTOMER: SUNTREE JOB NAME: A-bn.rrei, - RES. CDS: _ 162-b JOB#: 1��-- MODEL: BRETT BAY VI "E" PSL 4906 SQ. FT, GARAGE/RIGHT DATE: 09-18-06 00 00 0 °' 1 r oll I I o,,,f f I I I I_ 1 c� If I f f- m 0 elr-- o 25-1 -8 1 010 �1 M 00 1 0 010 I N r N L.il Q o I W E-+ O z 0 Q C V Ld Q Q n �, N N I