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Lewis Street 50 THIS DOCUMENT 19 AN lu 110 IN5TF;,>Ut-1F_NT OF Ell ENGINEER'$ 5ERVICE FOR OTHERS FOR CON- :E 5TRUCTION OF PROJECT (z AS TITLED BELOW, Z INFORMATION DERIVED r1w r* roil FROM THIS INSTRUMENT f t _j CAN NOT BE USED F LU�u A OTHER WORJ1<5 UNLF-65 w LU To LU T�4 E AUTI­40RIZEC> U_ ENGINEER LUIT�­IOUT ,RE', ";4r ilk F_ INFRINGEMENT OF LEGAL U_ wl V FRIGHT5. k I - .li�i f=T I ON LU to Z :4 LU GL U_ Z > 7,; t t 7 Ld =3 I Uj CI t 4 (L U_ -C (S) IL MTSi2pt y 2x4"#2 SPF POST MTS12'S 0 T01' zPI V74f 2plY' 2X4 '#2 SPF Pw (1) Wolob* Tie ROD T's WOOD*Tie R A4t IL x r Buil ers FirstSource r IV'+ '4 7-i�; �?. . *I j� vy f of Jacksonville 7:;4 r7 A .01 f illy' 4r1d1 if. 1;14 Roosevelt Blvd. N 7 Jacksonville,FL 32244 Tel 904.772-6100 Cq 6550 Fax 904.317-2835 SLAB_REINFOR ED W1 OR EITHER ,6)(6 f FIBERMESH ON 6 MIL,VAPO BARRIER 4L OVEK TERMItEl-TREATED, qLEAN0. Lu yj COMPACTED FILL LU 41 44 r,*!dip 'T V r Al 4�", Al y J61w VI VI .4 x F- 7,4* Ilk MTtl 2'S- 01 V V (2)'MTS121S 0 Elf x (2) 4jj TO HDR HDR VI U VI U x x < V zT V <1 041 VI ul VI U LK_ 4 A P P R(),v E D A' x 0 CON C, 4- V b-LAU LU tu V tu :E *% Ca IA JAN u i3 4 T1 co LU X16" ,W/ 13 ,�4 WAYS LU LLI <1 S, 130TH F U_ ILI 7 z LL r (U LU OL (S) z ILL z DRAWN DALU ACHECKED LA 4tA 4J Y3 9 C1 SCALE 1/4 -02 DATE 11-01 J210414 05 NO, STRUCTURAL ENGINEERING FOR U5E WITH TRU6SE5 BY BUILDERS FIRST SOURCE. Li 1150 R to END ZONE PRE55URF-6 c E A ............. P4 5TRUCTURAL FLAN =MPONENTO 4 CLADDIf4l PREMISM6 FW 1 1 Flc;'"\ OFW3 AWA 1/4 1 61T) ".(.5 FIac%(-,i po$.(4.)NEC&FOUNDATION FLAN -.2—0-20 Ar 34.0 42�S 340 362 = * 1 N!2. 21475 1/4 1 20-50 of 32S 40/b 32-3 391 J 50-100 Isr IA 33A -A\ STATE OF 31A 315 3 0 > 100 of 30AD 355 30.0 32,5 __j 120"A%Awle, TO 30 4�.............. LEGEND PLAN NOTES -101VAL CONNECTIONS I A6ED ON THE FOLL WIN i NOTE THAT CERTAIN WOOD-Tte ROD5 MAY BE DELETED FROM TH15 FRO�ECT 5 0 G. NON-LOAD BEARING WALLS 1) SEE SHEETS 5TI AND ST2'. FOR ADDITIONAL STRUCTURAL NOTE5 AND CONNEC70fR t*1ETPa5 OP TTT, END-ZONE COMPONENTS 4 THAT ARE NOT 5HEAR-WALL DO NOT REOUIRE WOODsTie ROD INSTALLATION. WALL5 THAT HAVE BECOME LOAD IBEAR�NG OR EXISTING J(2) 2xro-1 2 HEA1:)ER/5F_AM CALL-OUT DETAILS. '*CLADOING PRESSURES APPLY 5 ED AS FOLLOWS: 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT SHEET LOAD 5EARING WALLS WITH ADDITIONAL LOADING MUST PAVE WOCD*TIs ROV5 IN TALL 1 .0 MSTA15 (14) I(Vol Comrmors/Tota), TO LVNDOW6 4 DOORS IN 2_/� ROD TOLEE��CES NUMBER OF KING STUDS EACH SIDE OF: OPENING LIMITEP TO ARCHITECTURAL ELEMENT$ AND DIMENSIONS, THAT 15 MSTA2 (16) lod Commors/Totdl, HIGHLIGHTED AREAS - TYR. FROOF TFRU55 UFLIFT (LBS WOCID,Tfs FCC)(S) NUMBER OF JACK. 6TUD5 EACH SIDE OF OPENING FROVIDED BY OTHERS. BUILDERS FIRST 5OURCE Of: JACKSONVILLE, INC M5T46 -(4a) I0dxI-I/2`/TotaI, THE X 011ENSION, ILLUSTRATES EXTRELO-9 51ZE OF HEADER MATERIAL DESIGN CENTER (5FSDC) 15 NOT RESPONSIBLE FOR THE ACCURACY OF (25) 5d or (22) Iod Commons/Tota 1, 01 NUMBER OF PLIES IN HEADER ROD($) 0 4' O/C (INTERIOR)-OR (2' O/C (EXTERIOR). SHOULD NOT TH15 INFORMATION PROVIDED BY ANY OTHER SOURCE. q THE MEASUREMENT OFF THE "loci-20ir CORNER OF: CORNER OF THE HOUSE WHERE 0 ADD (1) ROD ADJACENT TO TRUSS. OVERRIDE ALL EXTERIOR HEADERS (2)294-�2 UNLESS NOTED OTHERWISE 3) ALL REQ'D BEARING LENGTH$ SHOWN ON TJ-5EAM SOFTWARE OUTPUT MT512 (14) 10d Commons or HOUSE END-ZONE (NOT INT-ZONE) 02011 4 GREATER CONSULT PE51GN CENTER. X, WOOD-TiE I I HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE TIr4ROUGH 0 A HT520 (20) lod Commons or (24) l0dxl-1/2"/Total. INTUI ALL INTERIOR HEADER$ I (2)2x6-1.4 1 UNLE65 NOTED OTHERWISE (TYP) PRECPSURE5 SHOULD BE USED. K29 GUIDELINES DESIGN 5EARING VALUE DJUSTMENT AND/OR THE ADDITION OF IBEARING LGT2 (14) I&d Sinkers/Eacii to Truss and Stud Column., OUTLINE PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USE[) 5LOCK$. X FFROXI�IATE WOOD-Tie ROD LOCA ED MGT (22) lcd Commons to Wo, TION. od Memiver - 1/2" olarreter or Lar!@er Threaded Rod per Accompaqjre x 2' �"D BELOW IN LIEU OF SPECIFIED HEADER Note on Page 51. A ANY HEADER MAY BE REPLACED WITH ONE OF: GREATER DEPTH DESIGN LOAD6 HGT-2/3 (5) 10d to Truss - 1/2` d1ameter or Larger Threaded Rod per Accorrpar�lrg Note on Faee 51 RODS LOCATIONS ARE FOR DEMONSTRATION nRFO6E5 ONLY AND 00 NOT REFLECT AN EXACT ROD LOl1r1ATION. UNLESS NOTED-( _. GRAVITY L2,4r,>$ 5, LATERAL LOAE;)j- HGT-4 Oro) lod to Truss - dfarneter or Lar!@er Threaded Rod per Accoirpar�IrQ Note on Page 51. OTHERWISE FROFER O/C SPACING (4-0" INTERIOR, EXTERIOR) SHOULD 5E FOLLOWED. IN ADDITIO4, ROD5 SHOULD 15E LOCATED AT 6W* 6H15ARWALL SEGMENT A, REFER TO DETAIL F/STI ANP/OR D/STI ROOF LOAD TOP CHOR0_.LLw20P6F DLx'1P5F WIND LOAD - 120 HTTI(o (1a) l6d to Wo(pld Member - 1/2" dImaeter or LarQ*r Threaded Rod per Accorrpar�irg CORNERS, PLATS HEIGHT CHANGES AND AT EACH ENE) OF EACH $HEAR UJALL (UNLESS REPLACED WITH Alpf-ROVED HOLD-DOWN5 PER 50T CHORD LL l0P6F OL a5P6F SEISMIC ZONE - I MPH Note on Page 51. Z:)ETAIL E/5TI). 1� OF PROF r APPROXIMATE WOOD-Tie LOCATION FROD5 SHOWN IN CORNERS MAr BE LOCATED TO EITHER SIDE (WITHIN 4 ERLY fN5TRUCTED CORNER P05T OFR FLOOR LOAD DL a 15 P_'-F HTT22 (32) I&d OTHER $CLIO FRAMING. SEE WOOP,Tle SECTION LL-40 P6F 5Irkers to W.o' d Memi��er 1/2" dirracter or Larger Threaded Rod per Ar-coirpar Note on Page $1, klBuilders wco&-Barnn"' er qak klBuilders IS kIlBuilderS L amber Lcr A"hor[IA '!Builders f F04 i6'IBuilderSA49.' wV&j Fr vcnyb 'Batt, Bloww, F&a 6'lBuilders [L 6 Builders FirstSource Rrel Pldo,,i6e4o� FirstSource FirstSource -rrumek FirstSource _rrcm FirstSoiurcew00D*r6& FirstSource w&lywtolawk 6 FirstSourcelnw` 50 LEwls 45�t THIS DOCUi~EENT IS AN K L INSTRL:M„NT O+F HEADER PER 5TR'JCTURAL ��') STI CJ' ERVI(.� PLAN OR 7RUS3 LAYOUT FORCSiNEER OTNF_RS FO1Z CON- STRUCTION OF PROJECT E3'UILT-UF' OR BOXED COLLI-1N I`1AY 45 TITLED 5ELUuJ. r2x75TA24 WasJlmd ENDS ':at^?eo N IRIU o>=4x4 0R bx� INORI'1ATION DERIVED FROM Est!1 TO POST FR01*1 TH15 iNSTRUI�IENT CENTER STRAP a "1 JOINT USE 4p!y ' SYP gB 5ply 12 SPF 2x4 CAN NOT B'= USED FOR J.N,O.ON $rR'UC7URAL BUILT-UP'COLUMN I,L.0 4x4 PLAN. 071-LER WORKS !�NLE:a5 use $ply "2 9Tp 29 5ply 12 5PF 2x6 AUTNCORIZED 51' Teti PT 12 GYP 4x4 P057 'BUILT-UP COLUMN IL.O 6x6 Ei+1CsINEER !„UITNC�IJT INFRINGEMENT 0T-_ L EG4_1 -GOLUr1N5 GREATER THAN 10' 29 THOSE W 5UPPOR7ING RiCsNTS, ENGINEERED WOOD M <� U F RODUCT: USE FIT "2 ] O G 5Yf'6xv PO5T, (JN.O. E DE AGR PTION uF'c ON 5TRUCTA� r FLAN) � (2)02 5Fr 2x4 s EA.CORNERw BAM 3,4.021 11-0.4x4 POST.(3)"2 SFr C1 r 2x4'$ 9 CORNERS DIRECTLY POST TO SLAB CONNECTION; SENEATµE�AtM WHEN 6x(g IS WITH AaU44 OR ABU(n6 W/ " REQ'D, 1) 2 _ •l I2)16d � 1/2"0x4 1/4" EMt3EDI HTT16 t 5/a"0x5-1/2" / 3 EPDXIED ALL 7HREAAD QLIff-11 Er5ED EPDXIED J V (1)HTTI& t 5/8"0 x 5-1/2" " ALL THREAD ® 02 5YP LEPCiER FA57ENED x _�EPOx!Ep ALL � EACH Q$ O .�io/c STUDS w/.131x9THREAD. ALTERNATIVE AS GUN NAIL5 2 EA STUD G4-IOUN ON lTR'J55-TO-LEpC�wR R'UGT'JRAL PLAN. CONNECTOR 5P_E IFIEP zz BY TRUSS ENGINEER) BEAM A O V E \/�/� APA OR I TECO RATED r� t N TION ��I_ s"P4�LP (PEFa TRU551 5�-EATWING W/ Rvr 0.116-..._2x6 w/(5)NA!LS m EACH STUD. \��\ \ \\ FOOTING (SEI= rOUN"JATION" v"/9"DIC $d NAILING r PLAN FOR SIZE) Rv X77 124._..2xB w/(aI NAI S £A.H STUD. - 4 51D=9 Rv 1242-1$62.-2x12 wl(12)NAILS 90 EACH STUD. T'A'P_ �'0CI-'°I POST 4 � AL T. BOXED 9 E,AP��"I FRAMING RETAIL I COLUMN DETAI TRUSS LE��E UEr,��� I1211,V.oil I I�1111S.011 1414,11. 111 ( S7 APPROVED TRU59-TO-e CONNECTORS Idemm- TSLBS TOP CHORD T M5TA24 LV(9J 10dJENp,T. ON STUD 2)2x4 P - 1 ..� OVERHANGS IN EXCESS OF 16"AND Up O 24° BLOCKING (T)"PJ UPLIFT (1-56) CONNECTION UPLIFTS ] STUD WALL SPEGIFICA710N8 Fir �� •} ���� r A55EMBLY (TTP 4 HrAD�R,4 5 LL) 1/16" A.PA-OR TECO RATED �� 5 W__(4 -- BEE _.._ -. -_ _ ` �] U5E 2x4 STP PUT LOOKER AT 16"n/c CLIP TO _ QJ-465 -y-(:)F /(4J Sd/c�D 1000 BE- {E HT.(F7) STUD SGHEC7ULE e !BLOCKING 6TWN TRUSS WII1H 5d NAILSNAT 40rO.G,AT -•---0- 145 (I)Ha W/(5)!0d-x 1-1/2"/L 5T TUR 1L 0.9'-1 I/8" __ Tx4 "2_S_F_ VTJ_D5 1_j6'�0/G HVRfZONTAL 2x4 SIFF #2 D5L.TOP PL.WI,H(2)H5 a(8)8d.OVERHANGS r r 6"OR LESS USE 7x4 S1 P oUTLOOCER AT 24" 4(05.930 _l2J H5 W/(4)Sd/ENN�EA AN rD-IO-1 1/8" 2x4 "2 5 5TUD5 2�o,c �fJc' dCks�Jlla/11I® BLOCK SHEATHING ED sEG- o/c WITH()r5 W/($$d r r • ALL cA SING h9AtWRlA TQ_Ei- ALL SUPPORTED FANEL CONT 2x4(MAYBE OMITTED IF(I)t-15TAi8 15 USED WITININ 4'OF 3AB;-E -RU55 HEADER PER G7R'u.TURAL PLAN 5 r _ 45-1000 (2)Ha W/(5) !Od x AVEN7/EA- 2x4 12 SY P 5TUD5 W 12 O/C FROM BLOCK-TO BLOCK ACROSS EA.TRUSS) E- , � / '"2 5% XQ R �7. EaGEG AND $ O.C. IN F.-LD. - �. � T _._.._� ...�� 0-ll'-1 1/8"� DeslgnCenter Inc. cv FAS,EN 5HEA7WING TO FRAMING AT 3" o/c �� ' E_ 7 A5 NOTE "2 5PF NA(6)I-V4" GH SH1PD iNG� _0 1@�0 J NTS/2 Jgl�j!'0) 0d x I-1 1' TO TOP FL. 2x6 '2 5FF 5TUD5 '6° O/C r _ �.. �HEAIZE L • cS 11, FRA`1:NG 15 r _� - �._. ._..�_- --_--. _r ---. ON EI>GES,(a"o/c IN F,ELD W/5d. f- r''iAY E U5" I 2 ONLY iL r r i and x 1-I/2 /lWND �-?-7Tia'T'---2xa '2 SF'F STUDa'=®-'o" O/G ................. ij� G0ON7.2x14 7p 2 FROM r _ OTa:fi i� uN£A71NG `. BLOCKING PURLIN 5071011 CHORD OF ALL 560 Roosevelt Blvd HORIZONTAL 2x4 SPF 2 A.P.4,RATED 5HEATI-INC TO TR155-TG £ CONNECTOR SEE -� `� TRUSSES 'UiTH ix4 5YP' MATCH ROOF 5HEA7HING 0j1,(��j `�. FERPiNPICULAR TO TRU55E5 ,p �r�Cl�sanv111e, >"lorid� iBLOCK,NG STWN TRU55 TRU55 5GHEDJL£ FOR PRE-ENGINEERED ROOF C ,I NAIL THROUGH A.P.A.RATED SHEATHING CONN<GTUhZ I c 24" O/r �/!3J 104 NA�5 AT INTO NO.2 5YP FRAMING W/ad AT 3" TRavS OR RAFTER EACH 'RUSS - U.N.O. �22`�� ROOF SHEATHING .. 2x "2 5TF'CBL .TOP PL.CSLOPEC) O.G.AT ALL EDGES AND INTO EAGW PLY SPF 57UD$ OF EACH DOUF3LE INTERIOR PLATE, 12" ALL EXTERIOR WALL SHEATHING 23 Tel W4,112-6100 T O.C.irL5EWW fE, EN IJ! SHALL B a WITH 8d NAILS O/C _ 5+•JALL BE 1/16"A.P.A..RA'£D SPH4/6/8 32 JG%STI 5 2x4 SPF+2 W/(3) r� 1/!6"'A.PA.RA7ED SHEA,HING 4JiTW (2)2x4 "2 $71 TOP le. FAS � r AT 6" W00D'7is R0D5 4' OIC Fax �J�4311-`253J a 5 TO EACH TRUG5 a i NAILS •6" o/c ALONG ALL PANEL FOR OTHER UPLIFT wIART�WAR£ (2)ROUJ5 '0d 10 12" P,G. (U.N.01)MIN. - O.C.AT ALL PANEL EDGE5 AND w/3x3x1/6WASNEh S, VERTICAL 4 ID 6"0/0 .131x3" EDGES ANO e" n/c IN FIELD. BLOCK AND CONNECTIONS,SEE TYPICAL 24" LAP W/(1.2)10d IN LAP, 5PH4/b/a 5" O.G, 'N FIELD (TYP-UN,O,), _� - NAILS TO INTERMEDIATE 2"G7"P ALL EDGE5(CONTINUE STUDS t 5HEATItINs LLALL SECTION AND TYPICAL r E TRU55 TDF'CHCJRD _ X a 32' / 4S WDJD' F_, S- 6' SHEATHING PANELS SHOULD B£ 4 BLOCKING. APD (1)MSTA18 � FOUND TO'JNDERSIPE OF OUTLOOK.RG) HEADER FRAMING DETAIL, r I/2"0 x 4-112" EMBEDMENT I,UI=pGc IL 51-RAP W/ (1) 104 END EA- TR'J55E5/RAFTERS v r O/C LU 3x3x1/a WA5WER5. ORIENTED PfiRPINDIGULAR TO 5O FRAMING TO!3E ORIENTED 1ERPINpIGULAR HEEL/END VERTICAL N 5PLIGir (CONT.2x4 MAYBE TO FFZAMING t IEME3ER5,U.N.O, !2)2x4 "2 SYP ANCHORSE ,06 Q$EPOxiED a�L OF TRU55 OMITTED IF(I)1^•15TAla 15 USED CEILING I•IE!Gi4T VARIES AT DOUF3_E iN7ERfpR \� FINISH 15 5TUSc RS IF EXTERIOR THREADS m 32"p!c W/2x2x1/8" SILL (TTP) c r li AFT TO- G�NNEC70R FINISH IS STUCCO,UN.O. S.LL�/PLATES/BLOGKINa,NA� WASH,.RS DR WOOD'T;s RODS s FROM FLOCK-TO BLOCK FIRST PLATE TO SECOND PLATE W/ LENGTH CONNECTOR 02 5'1 P P7 BOTTOM RE w/ 4"n/c.WOOD'Tia RODS ~ AGRD55 EA.TRU55) 1 RLIN ✓PTTpr1 GHORp OF (2)ROWS 12d COMMONS AT a" Off. SPN4/6/8 3Z" O/C g INTERIOR.SµEARWALLS ADD ALL TRUSSES WITH 1x4 57faY 0.1' (1)NS,Nb,Nl6,Q+3 17512 WOOD'Tis RODS 6' D/C. ,I� EITHER 24"o/c SHOT PINS� I(d PERP NDICULAR TO Y' 1/16" A.P.A.OR TECO RATED J W TRUSSES a 24"O/C w✓(3J 51DE PANEL HEIGHT TO (2J N5'S t18'S QB 112"0x1" EMp£D AE3.'w/2"x2"xl/a" 'WASH SASE HARD NAILS 9 5HEATHtNG W/6"/5"o/c ad NAILS $ lod NAILS AT FAGH 1Ru3S - M57A24 W/(9)IOd WIDTH REOUiREPf_NTS 4' (iJ HI6 AT 32" o/c 22 I/2"0 WOOD'Tia RDpS 2S MT BLOCK ALL PANEL EDGE5. / / UN.O. NAILS/END w EA.SID= OF ANCHORBOLT(G) h(fO MIN.w _. __��._. 6' G/C W/EITHER SHOT PINS a 24" O/C 02 SYP FIT SOT701,1 43 EA.STUD ABOVE ORS T PING - 1' 2'-1" > 14' SEC' PLAN OR 16d CASE µARDS a IS" O/C. f • •- HEADER t JACKS TD PER TAIL E/571 r 6' 1'-9 I/2" JACKS 1' AND 5HORTER MAY - �, HE USE (4)Zd IN LIEU OF ---------- ------ -• ' • II TRU55-70 fE GGY�NEGTOR: DOUBLE TOP'fE OF WALL y TRUSS-TO-FE CONNECTION - •• • . �u 1 2x4 SEE TYF'E SDTLHA 4115/TR 1EAK1-9 9T16''E2z6 971"29 �, 17":1.; • ; e c ' C- E TYPICAL WALL 4' I-2 1/2" CONNECTIDNS: fr- TO-STUD, JHI III, 6 x 6 Wl•4 x WI.4 WWF I AL_ CONCRETE MINIMUf1 GTJI]-Ta-3WDE, e, 16': 2xa 5YP"2 FINISH II I �_ OR F15 R! E5r1 _II j�� SI50 �3Sµ 28PDAY5!c SHOE-Tp-FOUNDATION GRADE T ` WATERFROpF B.ARR!ER 11 wil h rT 5TJDS/SHEAR WALL FRAMING PER PLAN F ' FOOTING 70 SEAR ON UND157'JRBED SOIL 'II`\ t NOTE: MASONRY 5TEMWALL MAY BE U5ED IN LIEJ OF MONOLITHIC FOOTING. INSTALL ANCHOR 5OLT,iF USED, 'WITHIN 8'° OF I Ii �PAGII�f�x �� TRUSS PULS THREA ✓ (5 1/2 ALL LIJ FOOTING(5EE TYPICAL WALL SECTION) THREAD (5 I/2" FEARING WALL ENDS AND WiTHIN e'" OF DOOR UPENINCxS IN BEARING WALLS, SEE T7F,GAL GONCRE7>= SEGTIONG FOR h'1 (OVER 16" TALL) AT SPEAR ILIAL L5 A REINFORCING AND DIMEN5IONING OF FOOTINGS. 1=^'1f3EDl"IENTJ(7711 GABLE END BALLOON FRAMING DETAIL 571 5W - SPECIAL SHEARWALL DETAIL 571 TYPICAL WALL SECTION � � 1/211 a I'-0" 1/2" : V-0" Y � •5101 t $4,2 SHEAR WALLS REG2'U R;w MIN. 45" OvERLAF'a 'OVERHANGS 5 16" 'w 24"o/c W/(I)H5 >A FAGH W/MIN.1241.!31x3"NAILS a 10f� PLATE 5F'i.''GES or7(2) O'JTLOpKER 70 Tpt7 CHORD OF CaABLE TRUSS 5TAa4'8 W/(9)104 END,G£N7ERED ON FAGH SPLICE. APPROVED TFIU55•TC-TCCONNECTORS ROOF 5 I£ATHING 5UPPORT£D EDGE _ CHORD �- - - `- `- 000 SEE] STUD WALL SPECIFICATIONS C3!~OCK SHEATHING EDGES 0-4v5 _!I)H5 W/! CO T _ _7. (FT) „ „ •OVERHANGS Ib" >24" m 16"o/c 'W/(2I H5 e EAG UPLIFT RCSB) CONNECT ON _ _ EUI-�II- c r OUTLOOKER TO TOP GABLE TRU'S5 -- - fk HT. (P7) 57UD SCHEDULE 4)8 /END 57RUGTURA. 0 9'-I 1/8" 2x_4 7 5Pr 5T_UD5 + IFS' D/._ NAILING PER PLAN ® _ _ --N---------._._ __-_.. /C WITHIN 4' OF GAlSLE TRUSS 0-145 (I)H9 Wi X51'.7)d x 1-112'"/TNCT` - �- �-FASTEN SHEATHING TO FRAMING `jl NAIL THROUGH A.Psa•OR TECO RATED 5WwATHINCI �--• -� I%$" 2x4"2 5Pr 5TUD5 0 2LO/C_ D 465 930 (2)H5 W/(4)2d�ND/EA. Np.2 5TR'2x CONT. TO TRUSS d AT 3"/6" O G.W/$d NAIL5. III INTO NO.2 SPF FRAMING PER SWEAR -____ __ .. _-�_._�_�__ _ x TOi� PLATE W/.131x3" - MAT GH c E�W 45 1000�4�(2)HS W/(51 ad x 1-1/2"END/EA- 0.11'-I 1/8" a" O/C W 2x4 7 5YF°51UD5 ID WAIL TA:3LE. - - 2x6 "2 5PF STUDS a Ir" O/C A,PA.OR TECO RATED SHEATHING FASTENED TO ��ImOPJ (I)H16/H!65 W/ll0)Ind x ! 'v2'" TO TOP PL. 0.12,:71 a"T 2xn "1 5F� S°U�5 m l6"OiGT BDTTOh1 CHORD DF TRU55 -- 11114'MAX / EDGE NAILINCs SPACING OF FRAJ'IING FER 5rIEAR 'WALL TABLE 0-1000 T(1)MTS12 Ll/(7J Imd x 1-112"/END lUp TOA 2x12) A.PA.DR TECO RATED 5INEAR WALL \ SµEARWaL l SHi=ATHING NA .131x3" E O�3 END C (BLOCK PANEL E E5) 1/16" APA OR T=GO RATED �J \`\\ SI-IEA7�IING TO MAT..H 5d ..Of"iMON H ® lWN IN ADDITION 5H£ATHiNG ON ROOF D£wK PURL IN F5077 Or (EITHER 6"P/c 0R 3"G/c). � NAILS m GH r � O'UTLOO'K TO TOP fP, ROOF SHEATHING • NAILING TO TYP.WALL SECTION (A/57I 4 WITH ad NA!L5 AT 4" O.G.AT CHORD OF ALL SHEATH TRU55 CL06EST TO - GA15LE TOP'CHORD 5F'ACING f5/STI). WOOD•TIE ROD MAY BE ALL 5'UPPORTED PANEL TRU553 5 WITH 1x4 INTERIOR WALL W/1/',6" A-PA.OR-_ `t C USED IN LIEU OF ANY SPECIFIED EDGES AND 5" O.C. IN FIELD. � r / 5YP TEC r '° 2x E IFIED ON GABLE VERTICALS 4 r PRE-ENGINEERED F2JOF PERPiNDCU,.AR �J ORATE"•? Sµ�.ATHINa 4J/ad v � ppJB__ 5TUD5 a £ACµ .:ND µD�p-DOWN. (ra)I-I/4"GALv,ROOFINrs ' � V OR 3" O.C.AT ALL EDGE5 AND 12" 51'EGiF1Ep BY TRUSS MANUF.(MIN.2xa "2 L _ TRUSS OR RAFTER \ L I , c � OF SnEATd WALLS EDGE FIE!_D 1-STOR7 2-3roRr NAIL-5 � £AGB SHINGLE 70 TO TR4i55E5 'a 24" C.-, IN TF+£ FIELD - SLOGK ALL SPF W/6'''o/c .131x.3"NAILS 10 MAX 24"o/c). EDGE5(MATCH NAIL FATTERN I WALLS Z 15' LONG:NONE )C516 SµeAtiNC.Y OAC wl(3)AC 1 SPESiF ED FOR SHTN'G ct $W E3ELOW). CSABLE TRU55 BLU 6 8 REQ'Dt WALLS C 15' LONG: -J NAIL5 AT FAGH STRAP TRUSS - UN.O. HEADER<G 5TUD5 MAT SERVE - (2)5PH4/6/8 W/ 112"0 x F_:;CE Oi: 2x NEED NOT 5E A5 D5L 5TUD5 AT THE ENDS OF 4-1/2" EMBED EPDXIED �� (2)"2 5YP TOF `fl. FASTEN LJ/(2) a G.IP END OF LATERA_ ?,RACE 70 GABLE ALL THREAD t 3x3x1/a" �_ FLUSH W/ EDGE OF TOP E. E Gµ{=ARWALLS ROWS '0d 12 0/c-IUN.O.)t-11N,24" LA� 5f'H4/0/5 t 32"oJo gR ATHING TR'.J55 MAT BE 2x -g, IN, T MI P ND T WASµMR WITHIN 3" OF TRU55-TG-12 CONNEGTOi2 SEE W/(12)104 IN LAP. WOOD•7•ls RODS W/ O1"'IITTED ONLY IF SHEAR''WALL 15 50TTOM CHORD WITH (2)H5 CLIPS. AF' Rifv1T OF GAB E X" STUDS/5PW4/v/9. ' TRUSS SCHEDULE FOR 3"x3"xl/8" WASHER a 4"o/c 5W DR $W+DESIGNATION A� 2x B GE5 INWAI� N $' t AT µ EA GA5_1 E 50T7OM CHORD TO TOP e W/ih15TA'a CONNECiOz SONNECTORR 5%AN 5HEARWALL t DJACENT TRIJIS 'W/(3),131x3"NA STRAP W/(1)10d/^ND a 45"o/G OR.131x3" TOE 5 (I)HTT22 W/5/8"0 x 5-I/2" 9 G516 1 TRUSS ] 2x SHEARWALL LENGTH. AX " NG 5 A N NAILS 70 TOP fE a 3"o/c STAGaERED A5 REO'D. Wl 3 8 El :£FZD EPOxi£p AL STRAPS r r 5FH4;'o/5 ® 32"alc 5FF 57UD5 5TUD5 PER FLAN T E AF. e• DNN= T Il rL C 4/12 PITC • 8'o/c HR-Ap, JR W'GOD'Ts -- 4/12 [ 9/12 GH 6101E 6" A•PA.OR TECO R47ED SHEATHING W/5d NAILS f , LENGTH GONNEG'OR RODS W/ do 5HEAiaWALL (SHEATHING t ]1/12 �'IT 4'o/c ic 6" O.C.ALONG ALL PANEL EDGE5 AND a" O.C. IN SPACING (2)5PH4/a/5 uJ/ 1/2"0 x 4-114' E > GONt:£GTOf2S PER PLAN L r 21^$16 WASHER e c o/c FIEIp. F3 OSK AL1. EDGES(CONTINUE S+-1EATWING PER PLAN 5W2 3 a Er 5EO EPDXIED ALL 5TRAP5 0-1' el)H5,H$ 16, Q5'P•IT512 �II 70 MIDPOINT OF GABLE BOTTOM CH0�2D) THRE�"J 'JJ/3x3x1/a" ----- (2)H5S 29 46'6 - "STRAPPING, 1E ---) NOTES: (1)hl!6 MT512 CONNECTORS, CL P5, �� I) 5/16" MARDI-PANEL IG P£RMi7TED 45 5UE3STIT'JTION ] 14' S££ PLAN A,5'9 AN / U)OOp"Tie IF FIRST OUTLOOKER IS MOR= FOR IRATED S-IEA7HING ON EXTERIOR N E: 2x4 "2 5Y ATE C A7 48"o/c- RODS ARE �j R40'D P L RAS SRA 1= r E , I I , I - rr I � r. THAN 32",FROM FA5.O USE WA. 5 ONLY it NOTED ON Tµe S"RUG URA. PIAN. USE (4 1' AND _' ,E. F MAY E y (3),131x3" NAILS TµRDUGN BRACE INTO - A,.PA,OR TE..O RA7„D g INTERIOR BEARING ' NOTE+ EACH TRUSS BOTTOM CHORD. EXTEND (2Yex45 a FIRST OUTLGOKR ONLY TW15 INTERIOR S =AFv'WALL DETAIL IG INTENDED FOR USE IN AREAS UJiI£R THE 6RAGE TO FOURTH IN?ER!OR 7RU55. USE (4) IOd IN L-eJ OF SHEATHING Ov£d$1F gT'JD5 i �� Y) DIENINGS IN SHEAR WALL SEG1-•iENTS PEf�t"11TTED DN1.7 7F:US5-TO-W CONNECTION �,;,I (UA«..5 5wPP0I�'TiNCs � ,�f r SHEAR WALL RUNS 1=AIRALLEI.. TO Tl-1E TRUS5ES. TH15 15 AN ALTERNATivE TO �y" HOLD BLE IF SHOWN ON THE FRAC 1.N'G PLAN REFER TO DETAIL �J CONTINUING SHEAR WALL. FRAMING ABOVE TµE PLATE LINE TO TµE ROOF DECK �- 1 5TA18 STRAP FOOTING (SEE TYPICAL WALL SECTION) PER TABLE D1571. 5TUT7 WALLS WITH 5RIGIK VENE;;ER--. ONLY FL DOR@ LOADS. J _ 48"o/c Qg .13!x3" OPTION: SECURE F3RICK VENEER ALL EXTcRlOh2 WALL SHEATHING 51"1 ALTE NATE INTE IOR SPEAFRWALL FRAf�"'IINCA TOE NAILS 3) N7T22 SFECIFIwp FOR 5W1 MAY B£ GUBST!TUTED WITH TG'WOOO FRAM: O TAL 4 TIES C "Z !LS rBO7rGM W/(2)Ro'W5 OF 104 � � W �y �g �y HPAwlpa2 W/(23)16d 16"o/c HORIZONTAL ! 32"0/c NAIL5 0 !2"o/c, STAGGERED• SHALL B£r1/'.6" A.P.A.RATED GABLE FIND E3 ACING DETAIL SHEAR WALL ASSEMBLY DETAIL VER71CAL SHEATHINGWI7H$dNAIL$ATo" II a 11 �11 8" O.C. IN F1 PANEL ELD ( YP-UN.O., G!55 AND 5T1 loll , 11p�}+u r 3/4" refs PLYWOOD - SHEATHING PANELS SHOULD Be DRAWN R� NAIL SHEATHING 70 E30TTOM " 6"!6'''o/c 104 NAIL5 4 GLUE ORIENTED PERFiNDIGUL aR TO WOOD•T1E ROD FR;)m ABOVE, AND SAND E30ARD PER REO'O W✓LIaUID NAIL OR EQUAL, FRAMING MEMBERS .F EXTER,'OR GI-iEGC�D !AP SECURED TO B£AM VIA HTTI(c W/ .° SHEAR',CALL EDGE NAILING. FINISH 15 STUCCO,UN.O, HEADER(61ZE na)16d NAILS,MIN /:•: 5C AL E NOTED i BEAM SECURED VIA WOOD-TIE ROD t PER CALLOUT ON STRAF ASROS5 JOINTS IN -�, WDOD'T E ROD THROUGH /' �•�' (1)H7TI6 W/(lV&d (MAY 5E ROTATED STRUCTURAL ( II - 13AND 504RD 'W/0A'1$"A24 USE 48" STRAP S I L.O. N CENTEF�IN4pF SEAM W/ - la0' TO CONCEAL FLANCxE) (2)SPH4/6/5 F PLAN)OR TRU55 IF_APA GO RATED SPECIFIED 40" 57RAPS D4TE j1rro"02 3x3x1/S" WASHER t NUT. CCC II 411 LTE W/(9) 104 NA, 5 /END 571 _ / • LAYOUT IF 575 42. 5> ��TWING 15 NAILED FLOOR DEPTH (E ICO" (NOT R£o'D WI-;_N U51N1 jOB NO• STANDARD t HEADER PER NAIL GHEaTWiNG TO TOP RS "� r GCRNER OF I I 57RJGTURAL - ♦ c WOOD•TI£ RODS) (4)!04 KING PER FEO'D 5Hl;AR WALE 7721.1)'^.7 DETAIL 5 r �. µEA W/ lL GW O �_ 57UD-TO-HEADER, EDGE NA LING GAF'zAa£ � F,.aN t c i SFW4/6/9 32"n/c 1 3'o/c 8 N Il EACH E D AND ♦ i- /�f TOP e TO WDR- �% IN THE EVENT THE GONGRwTE y�L �� EACH PLY. ATTACH 2ND FLOOR 57UD6 TO .` FLOOR TRUSS OR 1-101575 CONTRAGTgR OMITS THE (2)M57A24 W/ I 1 CORNER OF 7RLSS-T:-IS AND I 1ST FLOOR STUDS OR FLOOR Ui�'FER FLOOR 57LD5 'O LOU'ER • c (14).00/END/STRAP 0 EA GARAGE r BEAM W/40" LENG764 (48' IF `` FLOOR STUD$OR LOWER FLOOR ��. HPAHD22 EMBEDDED END OF HEADER U.N.D_ I II fE•TO-STUD GONNE 70R Ii ApA.OR TECO RATED ❑ a, r . _ BEArl WITH 40'" LENGTH OF G516 i' STRAPS, IT 15 ACGEPTABL£ I 5G�!ED'UL;POR SPACING " SHEATHING W/(1)ROW OF FLOOR OHP7H I 16'°1 OF CS' ` FASTEN W/(2) P 0d 57R�APPING w/(iI)Imd/END. TO 5UB5TIT'UTE (1)M5745 �1 CONNECTOR(5WEET 571) ) 57RAF5 0 32' O/C W/(11)10 .� " pW5 WOOD E3EAR1 SERIE5 FLAT STRAP PER WALL SHEATHING SHALL EE 1l',6" S�EA,7r.ING NE , (?h�� 5d NAIL5 3' D... AT TDP d/END (GEN7ERED ON F'_001� F 2"p/G'U/ N (12)1Cd IN CENTERED ON FLOOR 6T57EM \ol\ � �• I " BEAM, CONNECTION ALTERNATIVES HPAHD22.FACE MOUNT THE -`_ A.PA.RA. SHEATHINCs WITH ad�� I Or II (INTO fE'SJ AND s30TTCM SYSTEM)OR USE ;JppD'Tis �F+ 5TUD5 LAP(UN.O.)MIN.24" LAP XOD'Tis ROp5 a 4'0/c. STRAP TO THE FOUNDATION NAILS AT 3" O.C.AT ALL PANEL r E I, (INTO µEADER).NO 5PIH'5 RODS 6' O/C (4' O/C 1. 1 u WITH EITHER l4) I/2"0 EDGES AND$" O.G. IN F.ELD II II -_ Y ALL JACKS TO H_ASER: )AGK ANE?KING 57UDS,-�� II REQUIRED. INTinR'�OS�WALLS). CONTINUE I Y•:'• � '� l M57AI$LU/(6)10d IN QUANTITY PER GALL0U7 A.P,A. OR TECO RATcp SPF 57JD5 ...� %Y'•. ,1 F'l I/2 I -� (TYF-UN.O.), 5i-EATHING PANELS NA! =THE GrUANTITY/SIZE GRApe/51ECIES EPDXIED ALL 7HREAD5 W/ r -ADER,l6)'Od '.N UAGK ON S7r2JCTURAL PLAN. SHEATHING r r 4 1/4"MIN.ErZE;>M£NT OR SHOU_D 5E ORIENTED I 11 13) RJ55 GL��1`�RAF S II FASTEN ADJACENT OFF 57'JP COLL1hiN SPECIFICATION y SHEA,WINs OVER 5Pr S,LDS _ l3)ROWS OF 10d NAIL$ m C16)3/!6"0x 13/4'" 7APGON PERFINDISULAR TO FRAMING ARE ATTACL 457 507+4 ?3'S II J KINGS ANO JACKS IJ/(2) ON 5"(vJS%RAL 5 ZET l51 OR "2 STP FT 60TTGM E u/SPH4!6/8 + S° O-C,57Ar�GsERep AS ANGNORG,FASTEN STRAP TO `'� MEl•'16ER5,U�1-J. IaDWS OF IPJd a 8"o.G• 521 7µRpt r-sr�FLG^.F2 5757E1 1 TO r 2"0 x 4-1/2" EMBEDMENT CiI RDW OF 104 NAIL5 s _ a 3a"o/c CR WpOD'Tls RODS m a o/c. ANCHORS EFOXI£P aLL STAGGERED, v �HOLLR EA PLY. STUDS W/(20)16d. �� JACKS PER PLAN `rpUNDATION AND ADD (I)G51/v + 4"OC.S,AaGER£D, I PER PLY ACROSS FLOOR 31READG a 3a"o/c W/2x2xi/a'" I/4" OFF: OF 2x6, c WASHERS OR WOOD'Tls RODS NATE U 1• :" (I)ROW OF 104 NAILS m 6" O.G. TEEN 3 KING STUDS EACH II FASTEN ApUAGENT KINGS WDOI�"TIE ROD PER SYSTEM COR WOOD'7i�RODE :' /� GTAGaERED,WITHIN 3/4'" OF ,SIDE OF OPENING WHEN AND UAGK9 W/(2)ROWS- I 2"0x1'" EM ED A,I3.w/2'x2"xl/8'" 4" 4.WGOD`Tis RODS u 5� '• �A r r c <� TO KING 57UD$ EACI4 5'pE CONT.TO FOUNDATION), GEN7ERLINE OF 2x4 15/8" HPAHD22 W/(231'64 TO ��U51NG 2x(o i-RAMING,5 KING I ��_l OF 10d 2 8"C.C, OF OPENING 6'-0° WASHER AT 32"o/c OR V2"0 WOOp'Tis NTERiOh2 SH�AF2WALLG ADD titi '•,. �C�?`ri�.• ' "� �• W STUD ASST EBLY (2) STUDS EACH SIDE WHEN - II RODS 6'o/c W/SHOT PINS m 24"o/c EI7µr.R 24'TO SHOT PINS Q9 ''cd �(� *- 2 '/2 i. " • FER SIDE OF OPENING USING 2x4 FRAMING UN.O_ 1 WOOD'Tia ROD I OPENINGS GREAT=R 7WAN OR 6d CASE HARDS 1 18"c/C. CASE riARa NA.LS '$"oic /// [1N,4 p Iva" y I2" ANCHOR BOLT A$ TH!r II JACK/TUDSJM tE: 5HF4 JACKS8 0 R T%GM . it 1/4"0 ILOR6 AT ATO 2"OR C. .z --0- -- a v �` •• v NlI)i, • _ FER 7YP.WALL SECTION. - 57i ' (` • • •HPAHD22 NOT REP 12 A SLAL3 W/5 x8 .K I II � � THIS _DCA7ION i� £HED EDGE W1!11'4 ��.. ii - FINISH . I •A •' I. 1 a �vx6 - W1.4xW;4WI,;,F - I CONT.UNDER DDDR I / GRADE + , _� JR F'F3ER11E5 1 II I P�aN j- �� � WAJ_L1.ENGTH ] 48" � • • r 0 +� (SEE DETAIL 6!S-R2) FINISH " fJ �q ai'�A E _ WATERIR�OOF -II _I IY �� � � dX� 2" 1 5/5" FINIGH�y�-f - =T 1 1�= 1 TT=71-*��-s ALL CONCRETE MINIMUM I lit" BARRIER GRADE .I I I---•I I l--I I_i I l-III _. _- III-I I ISI 11 I I-_I I I ooTlNr (SEE II 2500 F51 COMPRESSIVE I 6tJILT-UF' C.OLUi`7V ;111111 = 11=111`1 I=II 1=111 `1 1 111= 771 FOUN"iATlO, FOOTING 1'O FEAR ON UNDI5TUR3£P 50!'_ 5T'RENGTH ® 28 DAYS. ��EET �a 5"�P ��ca4 PLATE HGT�. uP rO , -I I/a° �' ( F OR y1'F'2x$_ -111 1I 1I1=1E=�Tlrr= r-�� �-m- - � _ II►�=IIh�II►-III- D�TAILSJ I -111-1- `I I I�1 I -' -�T�I I 1 1 (-1I I=1 I I i Fir=1 I I=i I IFNOTE: MASpNRr STEMWALL MAY 6£ ')SED IN LIEU OF t^GNaL1THIG FOOTING. INSTALL ANCHOR 5oL7G �UI;,T-UP CotiUMN Bl.1ILT-l:P COLUMN �I1-111 ' 11�'I I FL 1= I I I11= (IF USED)WITHIN 5" OF 5EARING LwA' ;' ENDS AND WITHIN 8" OF DOOR OPENINGS N 5EARING PLATE H3T5. uP TO 121-1 1/0" FSEE ASTS,RWALL 5H~ ATRAMI G N FO NMB 4" O/C LIES II l� 1y ��T J WALLS- SEE TYPICAL GONCR2ET= ° c E PLATE HCsT6. UP TO 2D'-� ��I 1=''_ I=1 _ vECTioNS FOR REINFORCING AND DIMEN5IONJNG OF FOOTINCj5. Ia" o/GoRGlPLUM TRA ITIONA i� =TA CONN CTOi�'aa WOOrJ'Tie ANCNOr�'Itilc RODS TR:JDITIONAL 1*1E74! CONN;=I I F2 •...FOOD+Tif 4NIS I40RIfN! RODS •7YF=IGA� CNN> GTi3ONS � 5t� i TAI � 8 MULTI -STORY TYPICAL MALL SECTION a r7 rYPJC,4 - NN r i 1N T MULTIPLE PLY POST CONNECTIONS 57l T1rPI�AL CSA �4�xE DOOM OPEN N� DE L 571 TYPICAL OPENING FI AMING7 DETAIL - U-J�1.� ��`1 1 , I .� 1 ASS_I GaF�1N=rz F257 FTC. 11 1�11 , 11 w�11 !/�° I1,"P�11 I/2 y Il -0 OF 5H4;=ETa so ��� : TH19 DOCU1*1ENT 15 AN INSTRUF-IENT OF STRUCTURAL GENERAL NOTES - ENGINEER15 51rRviCIE FOR OTHERS FOR CON- STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. 5TRUCTION OF PROJECT �XfoX10/10 WWF CODES: T AN BEAD 1 4" CONIC SLAB W/BELOW INFORMATION DERIVED STUCCO CORNS A5 TITLED BELOW, 4" 6S OP L ATN D SEE ST! FOR VERTICAL WALL CONNECTION. FIN15HED FLOC OVER 6 MIL VAPOR BARRIER OVER FROM THIS INSTRUMENT 2001 FLORIDA BUILDING CODE (FeC) CONIC SLAB W/ X6X10I10 WWF SLOPE 3/4 X 12' STUCCO CORNER CLEAN, WELL COMPACTED, TREATED FILL OVER 6 MIL VAPOR BARRIER OVER AT GARAGE DOOR BEAD 1" BELOW 4" CONIC 5LAB W/ &X&XiPO/10 i MAY BE USED __ ___ CAN NOT BE USED FOR ASCE 7-98 CLEAN, WELL COMPACTED, TREATED FILLExP, JOINT FINISHED FLOOR-,,, IpvER 6 MIL VAPOR BARRIER OVER AS BRICK LEDG - - - OTHER WORKS UNL1�55 1997 NDS CLEAN, W LL COMPACTED, TREATED FILL SLOPE GRAD - �y AUTIHORIZED BY THE VARIES , -' .�.-._� �•�� �'�___�._- _ ENGINEER WITHOUT / ... _I I � (I1•4 REBAF2 CONT. >a F•IEADER COURSE GENERA - - -_ -� �T ' 14" CONIC SLAB W/ /C+X6X1 1I0RIE WWF FI SLOPEL MIN NBIONDISTAGES Q ��I Ii- „ - � �^ - � OVER 6 MIL VAPOR BARRIER OVER � GRADE DIMENSIONS ARE (�/ t�:-J-�I-�-�- INFRINGEMENT OF LEGAL _ = CLEAN, WELL COMPACTED, TRI: TED LL 11-I _ 4 1 aTORY piMEN5lON5 ARE iZlCsl-4T5. A-Design is void after two years from original date of issue, unless updated to acceptable codes and practices at that time. IIII`' III vI�I III- .. = r�'- CLEAN cohIPACTED �IFIT_= 6" MIN. DISTANCES i- ' _ - _ u - _�_�____ -� � N - -'II 2 57081 E DESCRIPTION 9LDo not scale. Use dimensions from the architectural plan. Notify engineer immediately if discrepancies are found between plans. II+ —IIII- I I" III _ IIII- III ___ r • SAND FILL - 11 �AII details shall be in accordance with instructions from manufacturer or designer. -' - -- -_- "-' -- r` j�- _ _ ZVI i STORY W/ 2 OR LE55 COUR9E5, (Z All temporary shoring Shall be the responsibility of the contractor. —I I = == -- 2)'4 CONT. - 1-STORY _I- I,u_I - �I I � I- cA 61 • • POUR 3TEh1WALL SOLID OR USE IO"x20" FTN'G 1 (2)"5 OR (3/`4 CONT.- 2-STORY I� T 1- _�O MIL VAPOR BARRiER /O BRIICK _ �1 I (TYR VERTICAL REINFORCEMENT): 04 DOWELS - FOUNDATiONS _ - LL I(= I- i I =_ � CORNERS i 48"o/c THEREAFTER - BEND - ALL DOWELS TOP BOTTOM, EMBEC� 15TORY _ I ( - 1.11/ BRICK III ISI MINIMUM 6" INTO FOOTING /12" INTO SLAB 3 - 1 l)"4 CONT. A This design has been completed in accordance with pertinent standards, recommended design soil parameters, and accepted 20" - - 12" `� - (Csi�OLIT ALL CELLS W/ 12EINFORCEMENT) 4 - en lneerin desi n procedures, and is based on the best information available at the time or completion, The design is intended FoorlN� iyE MAX. STEMWALL HEIGHT: C5) g 9 9 p p 9 2 STORY) (l __i III= I Wio BRICK I2"WIDE W(2J"a CONT, B" COURSES WAL.L5 � (7) S" ! ? 5 FootlN5 size to minimize differential movement resulting from the heaving of expansive soil Or settling of subsurface soils. it must be recognized I w/BRICK 20" WIDE(INGLUDINCt LEDCsE)W/(3F4 COli HIGH REQUIRE W/0 51 111 w/(2r4 CONT. that foundation components will undergo movement. Any subsequent owners shall bFs appraised or the soil condition and advised to TUi�NED DOl lJN EDGE 2 STORY ADDITIONAL ANALY515 4 W/BRICK 20"x5" W/(3r4 OR(215 CONT, maintain ood practices in the future with regard to surface and subsurface drains e, fram4i of partitions above floor slabs, and /� W/O BRICK 24 WIDE uu lar4 OR(2rs CONT. REINFORCEMENT, y'�Y g p g g g p 1/� �E A�(NG 5"��� D/•'11 ( IN '�✓ U1/BRICK 24"WIDE (1NGLUDING LEDCxE)W/(4Y4 OR/3Y5 W/O BRICK 2P>"xIO" W/(314 OR(2�'S CONT. finish work above the floor slabs, etc. y�/ I OW w/BRICK 24"x10"W/(4,'4 OR(3,#5 CONT. ,Design has bee=n based on anon-expansive soil with an allowable soil bearing capacity of 24W pig: Active EFP- 30 pcf (level baGkslope). i TYf=[CAL FOUNDATION DETAIL 1 TYPICAL FOUNDATION DETAIL C,Backfill adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been anchored to the floor system above or adequately braced to prevent damage to the wall. D Refer to the Geotechnical Engineer's report for all soil requirements for this site. L.All foundation pads shall be formed to proper dimensions as indicated on the drawings and centered on column or wall. SEE STI FOR VERTICAL. WALL CONNECTION. l The location of foundation jogs, steps and top of wall elevations and connections are critical to foundation performance. These items 4" CONC $LAB W/ &X6X10/10 I OVER 6 MIL VAPOR BARRIER OVER ' MAX. 2 COUR5E5 are shown on the plans but may change during the actual construction. As a result, this design can not address proper foundation SEE 5T1 FOR VERTICAL Builders CLEAN, WELL COMPACTED, TERMITE 4 GONG SLAB W/ &X&Xl0/10 WWF 5 1/2" WIDE CONC. SILL TOP AT MAIN ABOVE BLAB LEVEL. configuration unless stated specifically on the drawings. TREATED FILL OVER & MIL VAPOR BARRIER OVER SLAB LEVEL. TOP TO GARAGE FLOOR WALL CONNECTION. CLEAN, WELL COMPACTED, TREATS FILL STOP LATH AND (U"4 CONT. IN SOLID GROUTED STUCCO CORNER VARIESt MAX 5 1/2"' (HEIGHTS EXCEEDING CONCRETE: w� ��� �_ �Y-- BEAD I" BELOW WIDTH R)rG2 ADDITIONAL At�IALY515) U-BLOCK COURSE FirstSourc� VARIES r-.=-.------- _ FINISHED FLOO TYPICAL SLAB_ 4' GONG SLAB W/ hx6xl0/10 WUJF A-Detail reinforcement in accordance With ACI 315-BP) (Revised 1988), Detailing Manual. Minimum concrete cover for reinforcement ✓ 5 OfJacksonville OVER 6 MIL VAPOR BARRIER OvaR _ --' I I � i - i Y BARRIER CLEAN, UU LL COMPACTED, TREATED FILL R NF ERT. shall be as follows: 1) Concrete cast a ainst earth 3" Ii = SII =ra MIL VA _ 5 OPE r _POR I RE _ i__ {1 _ DesignCenter Inc. 2) Formed concrete exposed to earth or weather 1-1/2" _�T - mm �-� Ii l_ Y - I'' I I- _ 1 IIT GRADE '� -=1 �!-� ' III -I - _ i--- I-_ il - ! _=I =_ I -(1)"4 CONT. = CL.E,AN COMPACTED -�I ___- tTYPICAL FOOTING - SEE 1/5T2 FOR 550 Roosevelt Blvd Minimum comlaresswvesdesi n strength of concrete used Far foundations and slabs shall be? psT a 28 days, - I- - T �" 8" - SAN>D FILL _ - SIZE/REINFORCEMENT p g g y I I --- =_ = = Jacksonville, Florida C,Reinforcing steel sha11 conform to 45TM A&15, rads 40. _�_- • i=I I 0. Longitudi al reinforcing in wails and footings shall los continuous at corners and intersections. Matching corner bars shall be used. �_II I�" i ^� I- li(�t�� 32244 Minimum lap Of reinforcing shall be 40 bar diameters, but not less than 20". . .• --- Tel SO4.-112-6100 Il-All Concrete operations, Including but not limited to mix design, mixing, transporting, placing, rsinforcin detailin and lacin , curing, TYPICAL- FOUNDATION p 9 g 9� p 9- p g 9 9 p g g STEL DOI.UN IMEN5loN5 AR �I� �I_.�. Fax 90431 -2835 and testing' shall be dons in accordance with this requirements and application Of ACI 301-84 (85), "Specifications for structural Concrete". I - I- WOOD11 NON-- LOAD SEARING , TURNED DOWN EDGE IN. DiSTANCES A_Framing lumber shall be as follows or better: 2 FOUNDATION AT GARAGE 2 FOUNDATION AT GAFRAC�E 2 x Rafterz/Beams/Joists 02 SYR 15% M.C. I-Joists Provided by TrusJoist, or equivalent. Engineered Beams Provided by TrusJoist, or equivalent. 4" CONC SLAB W/ &X&XiO/10 WWF Plates 02 SYR 19io M.G. OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE OVERLAP 5LA5 RECE55 SLAB 3/4" FOR Studs "'2 5PF 19iP M.C. - T ical - Unless Noted Otherwise „ HEADER BLOCK OR THRESHOLD yp TREATED FILL 2 Stud Grade 5PF 191. M.C. (2x4 up to 8'-1 1/8", one story resialencs only except partially enclosed structures) FORMED 4 CAST a DEPTH = STUD + 1 1/4" (FROM STEP DOWN +-+/2 dAll nails shall be type 'COmmGn' unless noted otherwise. Options to using common nails are as follows: OUTSIDE FACE OF BLOCIV - 12d=10d=0.131"x3" Gun Nails RECE55 SLAB 3/4" FOR SOD vARI E5 Sd=0.099"x2 1/4" Screw/Glue Shank Gun Nails (provided that the a/c spacing is reduced by 1/3. I.E.: ad a 6"/12"o/c becomes - - - -- - 4" CONC SLAB W/ &X&X10/10 UUP 0999"x2 1/4" a 4"/8"a/C.> OVER 6 MIL. VAPOR BARRIER OVER -- _�- I (I--=•i TYP. SLAB CLEAN, W LL COMPACTED, TREATED FILL =IIII=IIII=II = =II TYP. 5LA5 C Where not otherwise shown on plans, all nailing or screwing shall be as indicated in the current Florida Building Code, A5CE 1-5a, _ _ IIII- T II=1I I,__ �. and/or 1991 NDS �_ �_ _- I I �_.T �� I /r- ------- _ = r--_T II p b referenced above, All sheathing must be nailed or screwed 4 adhesives SHALL NOT be used in place of nailing_ - CLEAN COMPACTED CLMetal connectors to be provided by 511-'iP50N. Alternate connectors w/ equivalent or higher allowable loads may be used in lieu of _- - - - - - -- - IInt I I I = YPICAL- FOOTfNCs = II( IISI II� TYPICAL FOOTING - SEE I/RC FOR specified components. i`-I -= I I I = - I !2�'4 CONT. - 1-STORY _ I�I I =�" SEE 1/5T2 SAND FILL = 1 SIZE/REINFORGEMEN T - � T -�1 �=Ill 12X'5 OR 13)"4 CONT.i^OR ; moi--- - I _ REINFORCEMENT �I �� - All exterior walls to be sheathed with min- "i/16 O.S.B. with ad 6'" a.c. along panel edges, 12" o.G. in field (S" with partially enclosed - _ - iI I I III 1^ ISI I __ structures), except as noted on structural plan. �I� 2-STORY„ i% i F Engineered componets (trusses, I-joist, etc.) shall be installed per manufacturers specifications 4 directios. 1 STORY = - I l - TYPICAL FOUNDATION I [-All permanent bracing of trusses with continuous lateral braces shall be diagonally braced per HIB-91 spaced not mors than Ifo feet o.c, and 20 �^ _ ell ` not more than 4' from end of Continuous lateral brace. 2 S� Ij �IIIII-= ==1111 I IIII III) _ �E.I�= 12 INTEf�lof� 5EA1<'INC� = —Il — I= A-Deta11, fabricate, and erect steel according to AISG g STE1�'1UJALL STEP DOUJN 3 FOUND. AT 5.Cz.D. FOUND, AT S.0 .D. "Specification For the Design, Fabrication, and Erection of Structural Steel Buildings", 9th edition. _ II II fit.Structural steel.shall be: Except as below A5TM A36 Pipes A5TM 453, Type E or 9,Gr. B 4" CONC SLAB W1 &X6Xi0/10 WWF HOLD HDR SLK. Tube A5TM A500 OVER 6 MIL VAPOR BARRIER OVER TO OUTSIDE DA MARBLE SILL CLEAN, WELL COMPACTED, TERIITE C.All bolts shall bee A301 unless noted otherwise, TREATED FILL. I I/2 LL 11 CO.All welding shall be by a certified welder. �n_ 5" MAY VARY TYP. SLAB TILE HAND TOOL. ALL CONTROL JOINT MASONRY- (SEE FOUNDATION TOOL I" DEEP WHILE CONCRETE 4" GONG SLAB W/ 6X6/10/10 WWF PLAN) 19 WORKABLE OVER 6 MIL VAPOR BARRIER OVER A.Concrete block shall have a minimum compressivs strength, F'm of 15"psT Masonry shall be laid up using type 5 mortar only, � CLEAN, W LL COMPACTED, TREATED FILL masonry in contact with earth shall be grouted full. Grout shall have a minimum compresslv,s strength of 3�psi. ----------- Any Q,All concrete masonry operations, shall be dans in accordance with the provisions of the latest applicable recommendations of the '•- ACI Manual or standard Practice. A _;;' - 1 ill - i - � ��� m Lap all vertical reinforcing a minimum of 20'". ------- I � I��1 TYPICAL FOOTING - SEE 1/5T2 D Provide horizontal joint reinforcing at 16" a.c. vertically. Reinforcing wire shall conform to A5TM 462 and A5TM 4161 TYPE 304, I I - • �I I_'�� R SIZE/REINFORCEME -Ti TYPICAL FOUNDATION MIN. (I=�I _ �,��� 5UNCEN 5HO' JER DETAIL _.._IIII_ -� M 13 � CONTROL JOINT FOUND. AT 00 �) FOUND. AT 00 5I LL D D L L D D 1 LL DRAUJN BAM,Rl1J CHECKED LAP STANDARD FOUNDATION DETAILS SCALE NOTED DATE 1/11/02 JOB NO. STANDARD I" AIR SPACE TRU55 DETAILS !1)"4 x 2'-0 OVER -FLASHING MUST PA55 TI-tROUGH 8"x8" CHASE IN BRICK VENEER A LEVEL BELOW F CONC. BLOCK STEM EXTEND FLASHING>5ELOW SHOE PLATE - ' _ ®. WALL. 9t-OF'� •-_•^------- I � _ \\\Cr1111111'llll/i; ., O y� I O y� Note; �' EXTERIOR WALLS HAVE THE EXTERIOR GRADI= I _--- 1 T I V METAL OR PLASTIC GROUT SOLID T SHEATHING FLUSH WITH THE FOUNDATION. (POLY)FLASHINGS `` ■CCc !'. AROUND PIPE r f� PULL ALL INTERIOR WALL DIMENSIONS - GROUT SOLID ` 4 ( I FROM OUTER EDGE SLAB. WEEP HOLES s 48" O/C �~ CLEAN COMPACTED `Y AROUND PIPE ,:'�2� Wood vert 1 Ca l COrJt rust l O�1 3/4" INOM.J STUCCO OVtwR LATH 4 PAPER SAND FILL Z / .e 8" MIN. - DEEPEN - 1 , 2I4 15 i I- �'.� � TYPICAL FOOTING - SEE I/ST2 Cj�O wr atop FOUndat1On 1/4" GAP BETWEEN SHEATHING 4 CONCRETE FOOTING 's CHASE TYPICAL FOUNDATION i •, details .j �f LOCATION A5 REQ'D TO Imo' w FOR SIZE/REINFORCEME 5T4TE OF (�Il l I J ®� I O®C✓1 PROVIDEEPTHIPROPER III I W _ 'O '•• L� " / _ GRADE FOOTING DEPTH. I I I-1 I I - III- -I n�`` •° � C ?1O�': . ` NTUCCO STOP LIGHT COAT MASONRY "DRESSING" To FILL UTILITY CI--LASE UTILITY CHASE Cn`ll�, I C I� Or Ot�er 5 truCtura I FILL VOID BETWEEN BRIG•1�- u BLOCK VOID5 AND/OR HONEYCOMBS VF-i 4 FOUNDATION rj rj ) vert ica l construct IOn WALL GROUT,/ ILLSOLDF /j GROUT,FILL SOLID FROM y� FOOTING TO UNDERSIDE OF PLAN acceptable see STI For FLASHING J Q � FOUND STUCCO DETAIL U1�IC< DETAIL S��C i f i C5. 15 14 MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS SHEET THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAIL5 ARE INTERCHANGEABLE WITH THE J� STUCCO ADDENDUM E3RICi[ ADDENDUM 5TEM UJ4LL5 FOUNDATION DETAIL5. MONOLITHIC FOUNDATION DETAIL5 5T2 OF - SHEET5 6O Lew) 5 4WT- 1 N 2 3 4 5 6 M A 1 111111 11 IT 11 MT HII 111111 ill 11 111111 11111 -11 ITll IIITII 11 ITII 11 Hil 111111 Hull Hull Hull 111111 H 11 If 11 ]1 I'll 11 H11-11 jJIj 11 IT 111.11 IIH flH N�- s � RIGHT SIDE ELEVATION REAR ELEVATION HIP OPTION 1/411:.11-011 HIP OPTION 1/4"'1'-0" tA IT IT if 4111111 11ITI� PLATE HEIGHT C ® ® ® 0 Gv m FIN FLR , C,ty of Atiintic Eea-h ENTRY ELEVATION LEFT SIDE ELEVATIONp,annicrg and Zonirlq — This eppioval vert`es cornpi;anc.e wait epp'icabia HIP OPTION 1/4"=1'-0" HIP OPTION 1/4"'1'-0" zoning, subdivision and other local lard de�.ei.pment regu ati:irts, but doss rat constitute ;approval for the issuer c9 of Con^plaice w;tn Florida wilding Co::er and all om-zx zpplicabia local, State and Fede:rwl permuting ie,quiren,i:nis must be venfcd byr r,atu+e of 11' dy ofAl":antic each Building !) :al prior of 3uilding FSi;rul. J,p;,t�vtd icy: o�v�:T�u� ,cprr�r,l (?uccwr . -� Data, 0 APPRCVEp CITY �r AILA,w1iC 2E,CH r[,'llU;rqG CaFF'CE LTJ JAN 2093 D > CZ Q DEC Lr.J MUMS v o DSGNr W,J BAR IS ONE INCH ON BEACHES HABITAT SHEET 313-1 �. o cp DR J.A. CRAMMOND ORIGINAL DRAWING DATE Nov. 2002 t, N .\elev-hi .div BEACHES 0 wammossamm1 b CHK IF NOT ONE INCH ON 56 LEWIS PROJ APV NQ. DATE REVISION BY APVD HABITAT THIS SH UST Exterior Devotions (HIP OPTION) N0• ACCORDINGLY ~" SCALES ACCORDINGLY 1211112002 02:37:36 PMS -so 6)/ , 1 23 4 M 5 6 471_011 121 _611 5' -211 4' _9'A11 141 - 2:/111 I I I 1 I r r A I I I I NJ- 3050 SH 3050 SH 3068 EX 2868 EX N 11 STORAGE o 1 I I 1 ,_ i i J/2 � i CQ _ 15 -0 10 0 / 51_011 / 3 - 4I I 2 _ 111 91 -61/2" _ /In I i t I I 1 11 31 2 1 1 31 1 1 _N I 4 31/2 2 1 �z �-- 3 /z 11 4" BEDROOM 3 0 LIVING 0 CQ `n � + V) ROOM C �- BEDROOM -co cv A/ C �J N Ln \ o R & S B �- - HW ►� r �- � �N 2868 _ oq N LO; 9' V" h(� 51 _4 11 21 - /1 11 3' - 411 1' x5'/2" � � � `r / / R & S _ R & S _ '/2" __.._ 3'/2" 31/ 'l 31/2 5068 BF 3068 EX \ r_� 2 8 8 S _._. . . . _..._... ......_.._ . ,.......... 3068 3068 BF 401 8 BF 1 - I 11 11 _'11 Z1 - 11 /I 1 -1� 11 N O 3 8 J /2 _ `t /2 _._..._.... . . ........_.....W..M._.v_.M........._.............._.._......_............._.--- NN .. \---31/2 41 C Ln 1 = / �\ A i 1 -0 mc i N , � DINING KITCHEN ►� �� 1 �, p 1 M•_. a ROOM :.. ; - o � � � � :. ...._..................�..__W._. MASTER r C�- �, I BATH 2 1- -I -= 1 - BEDROOM 0 C) 1 --�� I 1 ; ,�- 01 I I I _, I I I N cc --------------- BATH 1 1 _ I I _.......... ry-) 131 -011 jj� I I ( \ -------------------� \ F 305 SH 303- SH 20,301 OBS _ 5'-011 51 _311 81 -811 12' -10" 151 _311 o / / 4/9 / / W 471 _011 o > v / W c FLOOR PLAN V2 .1 -0 v Q a JAP N BAR IS ONE INCH ON SHEET 3B-2 --� No �, J.A. CRAMMOND aRICIIva,L DRAwlrlc BEACHES HABITAT DATE Nov. 2002 O p ...\elev hi .dlv „ BEACHES 5 5 L E Vdl 15 PROJ w O IF NOT ONE INCH ON oN� D .............. Floor Plan .. � N0. DATE REVISION BY APUD HABITAT THIS SHEET. ADJUST NO• ' SCALES ACCORDINGLY Elly U) 12/11/2002 02:38:09 PM I ,50 LeWI-S 1 2 N 3 4 5 6 25'-0" A ' I i � I SD j �q� I N bck \� I D 0.�� , , l µ�. , N ,. I f i I iiIN IGOO AREA 6 LL „ ALFR N( ao } F6 j ,> I. I c` It FLUOR � I I E�4 - � ; - All - - -- I I � I � I I z ~~- I i�' I '© im + I C qp Im wp I ELECTRICAL PLAN I 10, 1„ WP WATERPROOF SWITCH - SINGLE Q RECESSED LIGHT SMOKE DETECTOR a SWITCHED OUTLET ' GROUND FAULT SWITCH t WALL MOUNT SPOT DOORBELL 25r-O E b WATERPROOF I $D DIMMER j CLG. MOUNT SPOT (0 FLOOR PHONE JACK E 220V OUTLET $4 4-WAY SWITCH cv CLG MOUNTED FIXTURE 0 TELEPHONE JACK 4 '6 o $ 3-WAY SWITCH (� EXIT LIGHT/CLG TELEVISION JACK FOUNDATION PLAN 3 � WALL MOUNTED 1/411.11-01, b � SWITCH KD EXIT LIGHT/ WALL O THERMOSTAT TRACK LIGHT w DUPLEX 110V EMERGENCY LIGHTS FLOOD LIGHT D vJ C Oa FLOOR 110V EXHAUST FAN W Q- CEILING FAN FLUORESCENTS Of GROUND FAULT D, HARD WIRE QUADRUPLEX v IDSGN � . N BAR IS ONE INCH ON BEACHES HABITAT Zzi SHEET 3B-3 w p �, R J.A. CRAMMONDORIGINAL DRAWINGDATEp ..\elev-hi .dlv BL� AC �'s o1„ Nov. 2002 oHK40L F NOT ON INCH ON 5f LEWIS PROJN9 PVD NO. DATE REVISION :BY:�V THIS SHEET, ADJUST No.vHABITAT SCALES ACCORDINGLYOwl- Electrical and Foundation Plans 12/11/2002 02:38:28 PM 50 L. uj is . 1 2 3 4 5 6 DOUBLE 2X4 TOP PLATE HEADER A 0 ASPHALT SHINGLES OVER 7/16 MIN. KING STUDS OSB SHEATHING NAILED 6"OC, EDGE' 12" OC FIELD W/ 8d NAILS ON PRE- ENGINEERED ROOF TRUSSES AT 24" OC ROUGH OPENING )WATTS 2X6 SPF FASCIA \"GWB W/ VINYL WRAP --, JACK STUDS SANIBEL STRAP, CHANNEL SET VINYL EA TRUSS SOFFIT W/ CENTER VENT VINYL SIDING OVER DBL 2x4 SYP+2 TOP PLATE TYVEK HOUSE WRAP 2x4 SPF•2 STUDS Q16" ON 7/16" OSB SHEATHING NAILED 6"OC EDGE, 12" R-13 BATT INSUL OC FIELD W 8d NAILS SINGLE TREATED 2X4 SOLE PLATE 2X4 PT SOLE PLATE MAS ANCHOR BOLTS TYPICAL WINDOW FRAMING 24" OC WASHERS N.T.S. 3000 PSI FIBERMESH CONC SLAB ON 6 MIL POLY VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE B TREATED FILL FINISH FLOOR FINISH GRADE ° 0 r--• DOUBLE 2X4 TOP PLATE f-- DOUBLE 2X4 TOP PLATE 9 HEADER 2.4 STEEL, CONT C1i CV1 CD KING STUDS KING STUDS-<, EXTERIOR WALL SECTION ROUGH OPENING ROUGH OPENING- N. PENING— N.T.S. 1 JACK STUDS—,,"" JACK STUDS r SB SH ING SINGLE TREATED SINGLE TREATED --., 2X4 SOLE PLATE 2X4 SOLE PLATE 15'/4" 16" 16' TYPICAL INTERIOR DOOR FRAMING LO r N.T.S. � Y z W W tD � r CCI V ROUGH HEADER OF KING * OF JACK ITEM MARK DESCRIPTION OPENING SIZE STUDS STUDS 4/12 WINDOW 3010 S*l 3'wide by M high -single hung wlrndow 3'-%4'x r-%4' DBL 2x8 x 31-33/' 4 2 �--� 30/0 S*l 3'wide by C high -single hung window (obscure glass) 3'-%4'x 3'-%4' DBL 2x8 x 3'-33/' 4 2 3050 SH 3'wide by 5'high -single hung window 3'-14'x Y-%4' DBL 2x8 x 3'-33/' 4 2 a ° 0 S B CORNER DETAIL 4050 SH 4'wide by 5'high -single lv(V window 4'-%4'x 5'-%4' DBL 2x/0 x 4'-33/' 4 2 y N.T.S. BIFOLD DOOR 2068 BF Z wide by 6- lYgh -blfold door 2'-1%2'x 6'-9/2' 2x4 x 2'-4' 4 2 v 3068 BF 3'wide by 6'-8"ligh -blfold door 3'_/%2'x 6'-91/2' 2x4 x 3'-4' 4 2 a� a 4068 BF 4'wide by 6'-8"high -b1fold char 4'-1%2'x 6'-9/22x4 x 4'-4' 4 2 ROOF PLAN 5068 BF 5'wide by 6'-w igh -blfold door 5'-l6/2'x 6'-q/2' 2x4 x 5- P 4 2 1/411.11-0" DOOR 2868 BX 2'-8'wlda by 6'-EI'hlgh -exterlor door 2'hY X 6-101/2' DBL 2X8 X 21-AV 4 2 LA 3068 EX 3'-0 wide by 6'--&IYgh -Werlor door 3'-2'X 6'w/0'112' DBL 2x8 x 3'-33/' 4 2 0 ti 2868 2'w8'wide by 6'et igh -lnterlor door 2'-1O'x 6'-Id/2' 2x4 x 2'-113/' 4 2 W v 3066 3'-0'wide by 61-8'hlgh -intsrlor door 3'-2'x 6-101/2' 2x4 x 3'-33/' 4 2 d JDR GN Q, BAR�IS ONE INCH ON7 JDATE 313-4- �--� o J.A. CRAMMOND TORIGINAL DRAWING BEACHES HABITAT Nov. 2002 O \elev-hi .div BEACHES 0 1„ GK 5V LEWIS IF NOT ONE INCH ON Uj �� VD HABITAT Exterior Wall Sect' and Roof Plan p N N0. DATE REVISION BY APVD THIS SHEET. ADJUST �-- SCALES ACCORDINGLY ---- 1211112002 02:38:45 PM