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09-8858 (2)
' k ( _ _ _ [irn IL Zs..terw.onP7.ihoL I Act¢d td Code.l Adbuc is t��)1 Cfnsfa �D DIXON STREET � ' '_ �. 3 40 �arn�,, APPROVED VIDALIA, GEORGIA 304-14 F F p0CUMENT YCot+ 0 0 v T� A�cn;d of t6h 6.-cxoetd daa God ,�; is as Apyco.c m1 Paasdm (� in cM«, -af-pps In 6J L• r SINGLE WIDE - 130 MPH WOOD CONSTRUCTION DEN CRITERIA (F%2004 CODE) 1. WEND VELOCITY 130 MPH. > 2. YVIND IMPORTA`Y.E FACTOR 0.7i :f . .. m•?�. C��TIERAL NOtE3 ELECTRICAL NOV 3. Bu1LDINCi CATEGORY I ;o: 2 6 y E s:on � m 4. WIND EXP05URE G %Q:y I.THIS STRUGITJRE 1NA5 DE5161E1?M AC60RDANGE 11TH THE 2004 EDITION OF THE I.H-EN AIR CONDITIONINI6 15 INSTALLED IN THIS BUILDING,IT SHAH BE THE 5. INT.PRE5l1RE GOEFFIGIENT t 0.18 ;°i of FLORIDA BUILDING CODE(FB.G).WIND LOADING DESIGNED IN ACCORDANCE WITH RESPONSIBILITY OF THE HHVAG CONTRACTOR AND FiECTRICAL CONTRACTOR 6. ENGL05URE GLA5SIF1GAT10N ENU_05ED r �6a Z �`' •. ( ' Q A5GE-1-02. TO VERIFY WIRE AND BRE,& ER SIZES FOR ACTUAL HVAG UNIT(S)INSTALLED Y. GOONS AND GLADDIN6 2.AlL MATERIALS AND LABOR 5FIAL!_13E IN AGGORt'ANGE 111TH THE ABOVE CORE ALL FIRING To BE IN ACCORDANCE 11TH THE NATIONAL ELEC.TRIG COVE - WALL LOAD (ZONE #4) -30.6 P5F # ..•FPF AND ALL OTHER APPLICABI.-E LOCAL COVES AT TTIE TIME OF MANUFACTTJRE. LATEST EDITION• - WALL LOAD (ZONE#5) -3-7.6 P5F W 3.W EN RITT PIMEN HA 510N5 SHALL TAPE FREC DENGE OVER SCALED PIIFOR 4ENSI0N5. 2.FLEXIBLE CONDUIT LIGHT FIXTURES. 4.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHO1^PL BUT MEMBER 3.EACH OIRCUIT IS TO HAVE CONTI COPPER 11U<iAATED 5ROlRLD -ROOF LOAD (ZONE #1) -2f5 Q V < LIMITS AS INDIGAlE3D. WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN DI5TRIBUTION -ROOF LOAD (ZONE#2) -44.5 PSF SPACING N-ALL NOT EXCE ll -y A 5.LlA$ER USED FOR CON5TRUCTTON OF TH15 ILDING 5iALL BE AS FOLLOh6. PA"�. -R00F LOAD (ZONE ) -65.4 P5F��Q` ? �' O Err �i FLOOR JOISTS 2x4 5.YP.r1 OR S.YP. 3 12%TO 15%M015T11RE CONTENT 4.EC&APME1T 6R0UND BAR IN MAIN V15TR1UUT1ON PANEL I- TO 13E GROUNDED TO `+! 2x6 S.YP.#2 OR 5.YP.#3 12%TO 15%M015TURE CONTENT MINIMUM V-O'COPPER CLAD EARTH DRNEN ROD 1111+6ROUt9DING GLAhP WALL STUDS 2x4 5.YP.*2 12%TO 15%MOISTURE CONTENT APPROVED FOR DIRECT IA1. 8. FLOOR DESIGN LIVE LOAD 40 ROOF RAFTER5 2x4 S.YPA2 12%TO 5%MOISTURE CONTENT 5.ALL CONDUIT TERMINATIONS OF I'OR LARGER ARE TO AVE PLASTIC FLOOR DE516N DEAD LOAD f0 PSF COLLAR BEAMS 2x4 5,YP.*2 12%TO 15%MOISTURE CONTENT INSULATED BU.)HIN65. 4. ROOF DESIGN LNE LOAD 20 5 � p WINDOW SILLS 2x4 5PF#2 12%TO 15%M015TURE CONTENT 6.ALL ELELTTZIGAL WORK 15 TO BEM ACCORDANCE 11TH n-E NATIONAL 6.ALL 1THE FOLLOWING LUMBER SHALL BE PRESS PE TREATED SKIPS,FLOOR J015T ELECTRICAL COVE ME C),LIFE SAFETY CODE(*F'PA 101. LATE5,T EDITIONS. ROOF DESIGN DEAD LOAD AND +'T$G PLY WOOD FLOOR DECKING. 1.HVAG E-Gt)IPMENT SHALL BE FROVIDED 11TH READILY ACCESSIBLE 10. MALL DES{6N DEAD LOAD 5 PSF ... "t t` 1.TRUSS DESIE* TO SFPORT EXPOSURE DL.+L.L.=30 PSF. DISCONNECTS AD.YLGENT TO THE EDJIFMEMT SERVED.A UNIT 511TCH 11TH A �1 111111111 5.SEISMIC PERFORMANCE IVRTP. 6RDUP I.CATEGORY-A MARKED"OFF'POSITION THAT 15 PART OF THE HVAC ECIUIPFENT SHALL.BE I1. GONSTR'UCTION TYPE -2 B q.HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AMP SUBJECT TO PERMITTED AS THE DI5GONNECTIN61EANS ONLY"ERE OTTER 12. BUILDING OCGI�'ANCY- L YN 5TGRAb>:SNP 51.gam: LOCAL URt5DIGTION APPROVAL DISCORTECTIN6 MEANS ARE AL50 PROVIDE")6Y A READILY ACCE5NOLE ' 10.ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32000 P51 MINIMAL YI STRENGTH. CIRCUIT BREAKER 13. THE GONTR/1GTOR MUST COMPLY MYTH THE LAT :� �' = �� II.ROOF SLOPE SHALL BE 3 TO 12"EN SHINE'LE5 ARE APPLIED.ROOF SLOPE FOR 3.PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTLPTE15 RATING OF i Q METAL ROOFS HA 5L1 T�ET MA111FAGTURER5 RCGOMPIENDATI015. T MAIM IN SPEAKER MUST BE DE516NED AND VERIFIED AS BEING IN ®ITIONJ OF 11$FOLLOYIIIN6 GODE5s 12.ROOF RAFTERS SHALL HAVE THE SAl-E SPACING A5 THE WALL SS AND SHALL COM'LIANIG€11TH SEC.110-9 OF THE NEC BY A LOCAL ELECTRICAL - FLORIDA BUILDING GORE-2004 BE LOCATED DIRECTLY OVER THE WALL STUDS. CONSULTANT. -FLORIDA MEGHANIGAL CODE-2004 Eft..i. .�:.- 13.FOR ROOFS WITH A SLOPE SEEN 20 TO 12 AND 4.0 TO 12 SHALL HAVE A 4.THE MAIN EIKTRICAL.PANEL..,F₹EDFSL3,P01 ER HOOKUF TO W#DIN6 DOUBLE UNDERLAYMENT APPLICATION IN ACCORDANCE 11TH SECTION 15012.3 OF (INCLUDING ALL DISCONNECTS,(7y CUR> (T DEYKE •PAIEL5,GROUNDING, — FLORIDA PLUMBING GORE—2004 �......`°�.`et. FB.C.2004 ETC.)15 DE56HED ELY OTHERS,SITE INSTALLED,SUB-Ef T TO LOCAL -FLORIDA ACCESSIBILITY GORE-2004 �4�... •..• �° 14.GALVANIZED 5TAlNLE55 ST ,ALUMiNA1 OR COPPER ROOFING NAILS A MINU1k1 OF JJRISDIGT ION APPROVAL- 12 GAUGE(0.015 INCHES)5!WNKS 11TH A MINIM 'DLAN'1ETFR HEAD<. V4-I-13E 10.ALL MRE5 TO SWITGRES AND OU LETS TO BE X12'T#@l I aID GREEN -FLORIDA EXI5TiN6 BUILDING COPE- y. ,' .o 133 USED.FASTENERS SHALL BE LONG ENOUGH TO PENETRATE INTO THE 5HEATHINS%' -FLORIDA RJEL AND GAS CODE-2004 U'm °ciZ '� OR THROUGH THE THICKNESS OF THE 51FATHIN6. //2aSL -FLORIDA FIRE PROM GODS-2004:m`: z° `-� I5.ROOF ALTERNATE°O.OI'I'ALL$4INUM OVER PLYWOOD SHEATHINL6 MAY BE USED AS A +c CS P:en - :?'y ��'•: METAL ROOF. a - - NATIONAL ELECTRIC.GORE-2005 '.;> ' ........• t. "REV BY DATE I6.OPTIONAL EXTERIOR ROOF COVERIN65 INCLL VE ALUMINA"OR SHINGLES OVER 5/6' ap uv d BT PLYWOOD 11Th 2 LAYERS OF 15 LB.FELT. L 11.OP110NAL FXTTRIOR MALL GOVERIN65 INIGLI DE GORQiJC-ATED ALUMINUM,MASH Niodu ae BwSd"t Ytaw Fpm e��°nd'CMG'# ° ...``' ALUMINUM,4'LAP ALUMINUM,5/5'P.T.TI-II SIDRLG,VINYL SIDING 11TH ENERGY SITS IN31ALL90 ITEMS ` C BRACE BACKER AND"PLEICO'STUCCO ON 5/5'DENSE 6LAS5 GOLD. Q� � �iy� I0.TIE-D011J5 SHALL I>l₹T THE REOUIRFSENTS OF ALL APP!IGASI E LOCAL GODC5• NOTE liLAT TH15 LIST DOES NOT NECESSARILY LIMIT THEE ITE3 45 OF PORK SEE l LIST TABLE I .ALL DOORS 5HA L SE ABLE TO BE O FROM THE EC-RESS 51DE 11THHOU7 THE AMP MTERIAL5 THAT MAY E3E REQUIRED FOR A COMPLETE INSTALLATION ITPE OF A KEY.DOOR SHALL BE 2 I/4'x IVI6'ALUMINA"EXTRUDED FRAME 11TH AN ALL SITE RELATED ITEMS ARE 51&ECT TO LOCAL JJRISOIGTION APPROVAL SHEETN)MBE.R SHEET TITLE DATE,ALUMINUM 20.PANEL I ALU MINUM U UM TRIM AND ALNJM UMi PIANO HINGE ATTACHED PUN1.TIE CONE FOUNDATION ST AND TIE- 1SYSTE-i. C-1 COVER STET ALUMINUM RIVETS.DOOR ATTACHED TO VERTICAL 2x4.OPTIONAL DOORS INCLUDE 2.RAJ y5,STAIRS,/ V SEAL ACCESS TO TT E EVIL V LNG. DRAYi1 B'f° .AA DOUBLE ALUMINAI DOORS,GARAGE DOORS,60'x 12'ALUMINUM DOOR 30' AND 3.ELECTRICAL SERVICE HOOKUP(INOWDIN6 FE₹₹DER5)TO THE BUILD All)N6. A-I FLOOR A FRAMINLG PLANS S u. 1. 48'SINGLE DOORS,Al)PRE HA1G STILL DOORS.TYPE SIZE.OUANTITY AND A-2 SKID DETAILS AND CHARTS GIIE (f f LOCATION MAY VARY. SCALE, NO SCALE 21.BUILDING 15 CLASSIFIED AS LIGHT STORAGE 40 P5F.FLOOR LIVE LOAD.(NOT FOR A-3 EWAI-L FRAE"IN6 HABITATTOW A-4 ENDWPd4 FRAMING 1 O.HO. 112{52 22 ALU IINU1 WINDOWS-TYPE,SIZE O)A"NTITY,AND LOCATION MAY VARY. C� (1. r� 23.ALL FA5TENER5 INTO PRESSURE TREATED LU-UER SHALL BE HOT PIPPED A-5 DETAILS SHEET V ' GALVANIZED FASTENERS. A-6 DETAILS THESE' PLANS WERE: DESIGNED IN ACCORDANCE: WITH THE 2004 FLORIDA BUILDING CODE`. FOR A THREE SECOND GUST OP 13O MPH. --4 �� MPJC ORI 24 Ib' 2x4 OR 2x6 SIDE RAIL 2x4 SYP 2 4x1 P.T.5.YP. SEE Gi TART 6 / W{NDOV l HEIGHT, VERT.WALL STUD t 2 SKID 5t4EET A 2 CITY! VARY 32'MINI".60' 7_ MAXIi UM 6'-0'HEIGHT, 5 n p AND ARE OPTIONAL POOR LOCATION MAY ç. < \ VARY A-5 \\ SEE VARI0U5 END ' JOISTS AT I6 SEE U it Q WALL SECTIONS I'TH SEE VAR10U5 E1� / D00R5,4'-0•POOR CHART b/A-2 O K&A-L SECTT0N5 FOR P.T.3/4'T G ~ VERTICAL WALL X PLYWOOD FLOORWR 6'UTAX FOR 5TUD LOCATION y/ VELKIN6 �6-0' `X FOR Q Qg 2x4 5.YP.t2 I SLTS II /// ' 32'MINIMUM,60� �� DOOR LOCATION MAY A�i � J VARY y:4 V 3 L) Q f A� o25KID ivy w '" ?:� 3 '-0'TO 50'-0'MAX L U' 6'-O'TO 5O'-O'MAX 6 r �,r'ob v ; OPTIONAL ELECTRIC TO EACH ', O .d' •.."' �O. p •'�ti FP 4 v �`j UNIT nao C0R\EGTED FROM i[n I ''`"• •• �'` N r= EXI5Ti'46 P0IJER SOLRCE TO LT Y U TYPICALsr46LEYi!De 6'GR8'UtlT FLOOR FRAMING PLL DOCUMENT FLOOR PLAN N A 9 Z SAL HT 5GAd E:N T.5. d 0 * FPS ss, d) l` 124 - �m •,N u 2x4 5YP 2 / / WINDOW$16HT, VERT.WALL 5nJD3 i I IB0L�7 `c�,*,••• �! LOCATION AND 32'MINIMUM,60' ' —. QVU IMV AY MAXIMUM HEIGHT, 1p DUPLEX RECEPTACLE 12 Y 1m ����•• 1 c cy DOOR LOGATIOhi Nv\Y VARY \ TWA 4PE5CENT LT ,Sa . � . :' .. \ OPl ZONAL \\ SEE VARIOUS END ® .IIJNG 16OIi BOX SEE VARICk END WALL 5EGTI0t� {11TH DOORS,5'-0' 5WITGH i N c;� z N (� n V RT SECTIONS FOR P.T.3/4'TS DOOR MAXIMIK VERTICAL a STUD LOCATIONYWOOD FLOOR 61' WEATIERS R00F / / \ $ 511TCH 11TH RECEPTACLE h, k 32'MINIMIA 160'' AX1Rt IF R OUTLET 120J I m ``"••••��'` 1x4 P.T.5.YP. I// 6'-0'HEIGHT D0OR\ #2 50LE PLATE LOCATION MAY VAR Y J � NOTE: Rte/ BY DATE ALL ELECTRICAL EQUIPI T a-0 15 OPTIONAL AND LOCATIONS MAY VARY. /�L 6'-0'TO 5O'-O'MAX Jnti q 3 c I o S Assn No. — OPTIONAL ELECTRIC TO EACH VF--d6! I-B4.ck UNIT FIELD CONNECTED FROM Qichacd ond.ccca".t.cMp EX15TNO P01ER SOURCE TO UNIT odulur Bu. � DATE, V21k25 PP."BY, -VA 10'TO 13'-&'CATS GECXED BY: I% 1 FLOOR PLA 5C A5 NO,� SCALE: TS. W.O.NO, I!2-052 SHEET THESE PLANS, WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF I5O MPH. eKID LAYOUT 4O P.SP. LIVE a LOAD SYP#2 WIDTHI JOISTS A4 ROOF RAMTER CHART 3 6 4' 2x4 AT Ib'O.G.�C 145 43' 8'-O 2x4 AT I6'O.G. b' 84' 24' O.G. 16" O.G. Q Q 10-0' 2x4 AT 16'O. 4' It-O' 2x4 AT I6'O.G.* 24' 84' 11117 15F WIDTH �� f` II 8' 2xb AT I O.G�C 7�C 28' 84' 13'-8' 130 2 x 6 13'-8' 130 2 x 4 U 13'4' 2x6 AT 1 66''O.G. 36' 84• II'-6' 130 2x4 II'-8' 130 2 x 4 ; 0 4 3-6' 2x6 AT I6.O.G. 40 84' 130 2x4 104' 130 2x4 1HE5EUWT5MAY USE 2x45YP#3 jV $ THESE LNT5 MAY ZE 2x6 5YP g3 8'-0• HO 2 x 4 8'-0' 130 2 x 4 (-0' I30 2x4 6'-0' 130 2x4 COQ •tip Li LI T,y Q 5 A I f3 A 3 CHARt 1^UD� "APPROVED» �:- +°ti DOCUMENT ® HART S. MAX DEFLfCTION OF LJ90 AS PER SECTION 1604 TABLE 1604.3 ^ ; ':WALL STUD LANG I T S,g NOTE a OF THE 2004 FLORIDA VVILDIN6 GODS I' N o v 51UD GRADE MAX LENGTH STUD �y z y RIM JOIST AND SPACING WIND SPEED IN INGHE5 LENGTH EXAMPLE � ��o i SEE CHART NOTCH OR 12ADO I V2'WIDE x 1 1/2'PEEP AT 8-l'STUD � - 6 ABOvE I6'O.G.FOR FLOOR JOIST ENTIRE LENGTH 5.YP.*2 AT 24'O.G. 130 MPH. 1�3' e-i� V2'TOP PLATE OF SKID. I-I/2'BOTTOM RATE ` .. S.Y.P. 2 AT 16'O.G. f30 MPH 120' o' B'-II'WALL HEIGHT • •o g+h •.O ,v NO1s .m PLAT E ATE t B R OTTOM ATE MAY 13E ADDED ( TO SRJD L546TH FOR TOTAL WALL HEIGHT + �'y SEE DETAILS Icy. "p ''•........ � V 4/A-5 AND 5/A-5 CHAR•I ','•,�•*••• SCALE,NT5. .�••••�" ,��u1 g ri BiCID DETAIL ��u A�____-°�----� ,�( e��•F?�� •���� � -a 5 SCALE:N.T5. v:men Ric6:rd L Bullock i():n e7 tfS ff v Modular Building Plaru Exem,na ylond"CuuBcau 5�Cy M13, t a 2' :7Si'•1""V Li 26 GA. UPLIFT STRAP NAILING 4x6 SYT42 P.T.SKIDS WITH 1 V2'WIDE I V2'DEEP NOTCHES SCHMDUL: FOR WALL STUDS AT ib'O.G. ENTIRE LENGTH OF 5KI05 TO AfGOMMODATE 24" O.G. f6" O.G. 13•r PATE FLOOR JOISTS(TYPE NA-ff3ER OF NAILS P1.FffiER OF NAILS ELDG. WIND EACH @A OF STRAP DL• FUND EALN END OF STRAP 6'OG I41DiH SPffi2 0.131'x 2-Y4' WIDTH 5Pi₹V 0.131'x 2- 0 0° W-8' 130 6 II'-8' 130 4 °°0 107-0' 190 6 10'-0' 130 4 DATE+ 9/27O5 �\' P 8•-0' 130 5 0'-O' 130 3 DRA1'dd BY, VA 6'-0' 130 3 G�GKH7 Bf: FSG 12'LAP 5PL K',E FA511MO IATH(6)-5/16'x 4' LA&5GRN ND ON OUT 51DE A (3)5o'*4'LAG CHART SCALE, AS P 7TED SGREh5 IN51DE SCALE N. 5. I IA.NO, 112-052 I ll)NQ G OF TYPIGA{. SKID NOTCH AND 5PLIGE O5lCIETAIL SHEET DTD THESE FLAN5 WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF 13O MPH. HAT CHANNEL FASTENED Ci AT EVERY RAFTER WITH I 4 (2)-0.131"0 x 2-1/4 LONG (2)5/5'0 MACHINED A-55 a GUN NAILS EACH CHANNEL BOLTS EACH GROSS 2 V2'x V2'CORRUGATED ' 2x 5.Y T � 5AL-E2 MET BER EACH 50E r ROOF PkEL5 FA57EWD A G cv r- ±IIIu/42 3/4 H{& a�. �y.�'OG ,� a r t 4-O• � 2x4 5.YP.�'2 < ^ f cv r 2x4 5.YP. STUDS AT I6' n p 5.YP.#2 y2 TOP OR 24'O.G. "& II COLLAR TIE PLATE - L I V2'x 26 GA.(MIN)STRAP !x4 5YP•2 AT 4'-0'O.G. 4 { t AT EACH STUD SEE CHART DADOED INTO FLOOR JOIST A3 ~ I I VA-2 FOR HUNGER OF NAILS T.3/4' Ci) a-n 2 1/2'x V2' CORRUGATED Al ! ! FLOO R FLR JOISTS as(FASTENED I^V#8 a J AT I6'O.G.5EE x 11/2'HOOD 5GRE 1 AT CHART 6/A-2 6'OG.(OR EGUAL) it OO CANE CLIP b'-0'TO 13'-8' ., EACH EM)OF SKID 2x4 5.YP.•2 r N D' •e - TO FLOOR J015T5 GON7Itd10U5 u n n i�P� A� TOM PLATE "TH No OFfw s ! ROVED = 3 b'-0'TO 13'-8' BOT ELE'/AION Q:y Q A-5 P.T.4x6 tSCALE=U4 =I'-0' ,t:UMEN1' OI y BEGt I ON SCALE,V4 =I'O' .,d0•.d ,. .1 FOR HEADER h3.MAX F � � y ? ;0'11 SEE CHART X S/ ��� c �c 8.,f�T A-b 22.5' I _ 4 FOR HEADER SEE \ (TYPIGAU 2f)6A 2 V2'STRAP OR F CHART 8 SHEET �� MAX PLAGE3J ON I1JSI f Q A$MlYIGAL) j .. ''rr QQ6'MAX Z BUILDING. r ___I_—_=iT — o rrr' a W fc7j5 ry I ^c9 11 1 N y I l 6'-0'TO 13'-8' * 6'-O'TO 13'-8' 6'-0'TO{3'-8' 4, VOK&LL EN1DY WLL ' 3 _ d 4 i�:W O+� •:N 'T SG '4 =I'- SCALE-1/4'=I'-o' 3 SCALE =I OL :4=W �'dy :< 35 ib' H L H H 24 REV BY DATE 4S' 30'MAX 42'MAX FOR EADER SEE MAX CHART 8 SHE=T /yo$L A-6(TYPIGAI 1 60'MAX 15.5'MAX � s- /j�<° Q I 2x4 5YP y2 i°cd 87—�—'4ie d y 9auact cat&atf�' JACK STUD t'taas E�at;,ec Ti mida SILL HEIGHT f EMGH 5117E ad Baum ae DATEr 9/2V05 MAY VARY 2-0'MIN DRAM BYr AA G+;£GKID BY, F56 2x4 5YP 02 JACK 5TUD SCALE, AS IJOTED EACH 51DE 1W.NO, II2.052 50-0'MAXj"LENGTH 5! EHALL SHEET OPEWN6 FRAMING 6 SC VAtr-N a THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2OO4 FLORIDA BUILDING CORE FOR A THREE SECOND GUST OF 13O MPH. MITEK'CR ALPINE'PLATES EACH Q 3'x 4 MI EK'OR ALPINE'PLATES EACH 51DE OF A55B-1BLY Eh BEDDED SIDE OF A}SEMBLY EMBEDDED HYDRAULICALLY OR 2 ROLLER �4• HYDRAIA-IGALLY OR BY ROLLER PRE55 PRESS 2x4 TOP fE 2x4 5RU �+2 TOP R OG, v _ 2x4 S.Y.P.1+2 TOP 1� z4.0G PREFAB.TRU55 � A" �� (TYP). FOR EACH INTERS GTION OF FREFAL3.TRU55 1 CHORDS AND DIAGONALS. 14' ROOF - PITCH(TYP) OR 3:12 OPTIONAL 3 1/2' (�� f-0VERWAMA L5 T FOR HEADER 5E E n� CHART 8 94EF-T f 20 6A 2-V2'STRAP t- Aai(TYPICAL) 4 < R0OF/1IAl! OR 2O GA NAT Q V c� ASF-tENIBLY OPTIONAL.BARN GHANNE3—PLACED ON r % , < OVER}i.'vNG INSIDE �BUILDING. 96'MAX F SEE DEATIL 5 THIS Ix4 AT 4'-0.O.G.DADOED INTO FLOOR.101ST �T % o J o�� < t- 'U''", W 20 GA 2-V2'STRAP ( w N > u- b'-0' I3'-& IO'-0O.-13'-8' I• ry?bd y +r 4 x 65C(?. ROO y2 SIPS P.T. /IUALL FRAMING NDUJALL FRAMING rUIULL RAt'l NG �.�� SCALP,V4'=1'O' I SCALE, V4'=I'O. s/ SCALE V4T=I'O. >>� NOTES: C3 ' �z I. THE 1R1MBER OF STUDS MAY VARY DUE TO 54ZE OF OPENING MNOWALL eeH9AR WALL CHART II, ( '4 2.STUD SPACING MAY NOT EXCEED 24.O.G. \ > �' �" 3.WINDOW SIZE VARIES FROM 2T'TO 36 VERTICAL DIMEN51ON5 WIDTH OF MAXIMUM \\ \ > 4.FOR HEADER AN SILL DETAILS SEE SHEET A-8 WIDTH OF SHEAR WALL 35FP 6d NAIL BUILDING OPENING CONFIGURATION �"NGT ~—IEACH STUD 6 8' 4'MAX bd NAIL AT -5 _ D 2x6 ' b'POOR A 14' m;N z'v EACH STUD 8' SPOOR B 18' bd NAIL2-I6d NAILS 10' b'MAX A 28' +•,� .dy AT 16'O.G. IO' SPOOR A 12' + t,�•1 _� �_GONT.2x6 10' 8'DOOR G 26' .-`� Ix4 SST -• + `t RAIL 5PF 11'-8' b'MAX A 36' gib . 'S BART STYLE II'-8' SPOOR A 24' !'C/°. C Q _ua ®Ov!RNN(J E1 AIL u'8• 6'DOOR G 50' N ' SALE 3/4• -0' 13-8 8 MAX A 38' �, 5FEAR NALL GONFIGURATION5 +'•,b _ - A-20 GA.2-1/2'STRAP INTERIOR AND EXTERIOR OF BUILDING ' B-20 GA STRAPS(SEE A)AND 3/4'PLYVrOOD NAILED I'UTH 0.131'x2-V2'GUM RAILS 3'O.G.EDGES AND b'O.G.N FIELD EXTERIOR OF BUILDING ONLY I G-20 GA STRAPS(SEE A)AND 3/4'PLYi IOOD ON EXTERIOR AND INTERIOR (SEE 8'FOR FASTENING) NDI q gc eS PmnKa ��L s--�' "APPROVED" • ti ZZ 511, SON H-3 AT a >;y Pitt a a a�� ;• EXTERIOR OF CENTER /• DOCUMENT .. mv�ttatasC �nt'4Mp 00} �� STUD 0 TOTAU %/� I W !t�' =Eaa RfV BY DATE N YY x 4'LAG /• 1'FROM 5TUD ° 0 0 00 51MPSON H3 SIMPSON H 3 51MP5ON H-3 EACH TH15 SIDE OF EACH STUD SLOE OF OUTSIDE SIMtiP50N H-3 INTERIOR STUD (3 TOTAL) AND IN51DE STUD(4 EACH SIDE OF DATE, 9/21/05 (I TOTAL) TOTAL) EACH STUD(b (2)Yt x 4'LAS 5GREN (3)I/2'x 4'LAG TOTAL DRPJ^6'+;BY, JVA I'FROM STUD SORES-IS,I'FROM 5TLV I'FROM x 4•LAG SCREWS, G>LGKlfl L�'f: FSG T 51DEY'tALL 5lDEWP,LL 51DEYVPd.1 I' R STUD _ ENDWALL b'WIDE UNITS 8't IO'NIDE I! T5 2'* 14'WIDE UWTS SCALE AS NOTED d 96" DOOR STRAPPING DOOR STRAPPING �COCIR�FZ4PPING ST , RAPPING ,"T SCALE I =I-0' SCALE I =I'-0' Q=ROCR I',I'-0• ,D ,10 1,22 SHEET NOTE: STRAPPING TYPICAL FOR TOP AND BOTTOM OF STUD i - 4 THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA 6UILDIN6 CODE FOR A THREE SECOND GUST OF 130 MPH. 2x RAFTER(SEE CHART 3/A-2 BUTTT32 AGAINST 5117E WALL('TYPICAL) (j 2x5.YP.02 2x4 5.YP.*2 5TUD5 AT I6' FASCA ATTACHED OR 24 O.G.SEE CHART Zx FLOOR'JOW5 " 2/A-2 ATTACHED TO IL W/A 0.131 x 3 Y,' BOTTOM PLATE W/(2)0.131 SEE G+"T 6/A-2 FiUNNAfL5 AT EAGi RAFTER x 3.s'GUNNAILS I — fj5/16'x 4' LAG BOLT 18' 2x4 5.YP.•2 BOTTOM s 111 3'MAX SEE DETAIL VA-6 OR VA-6 O.L.AGRO55 5117E S END PLATE CONT. — FOR FASTENING OF RAFTER \ n WALLS fNTO 2x RIM P.T.3/4'FLOORfNG QQ AND TOP PLATE.TOP PLATE �iA 4 ATTACHED TO 51WS}'V(2) JOIST SEE CHART 6/A 2 2x FLOCK JOISTS f 0.131 x 3Ys'6UNNAH5 } DER SEE G1-TART 6/A-2 GONTiNW115 2x BLOCKING BETT EEN 2x4 5.YP.*2 SKIDS 5AME 54ZE A5 J) 5TUD WALL (3)-0.120'm AT 12 I O.C. RIM J015T5 31 5TA6613zFS2 TOPS 4x6 P.T.5.YP.►2 SKID BEY 5/16'x 4'LONG LAO Q [may 5CREl'TlIROUGH EACH" .. C OpTlp pp15 BOTTOM EA.5117E P.T.2x4 5.YP.92 FLAT J015T INTO k BELOW DOLLED.2x's •.• R WAI I. tt ATTACED W 0.120"m x 3' 4xb S.YP.*2 ?per °� '- 1 '� SCALE I V2'=I-0 NAILS AT 12'O.G. P.T.SKID _y 4 STAGGLRED 5117E TO SIPS INTO DOABLE HEADER HEADER J015T FASTThLMG SKID TO JOIST FASTENING B�GtION EGtlON N bd SCALE: I V2•=I'-0' SCALE I V2'=I'-0' ay (2)-0.13i'x 3-v2'G41N NAILS /'l ft ONE EACH 51DE OF RAFTER y ° TOE-NAILED INTO TOP PLATE _ T EACH STUD LOCATION Iw N ` 2x 5YP d2 NDI �d Lo "APPROVED" fi:- 2x4 5YP e2 DOCUMENT 2x4 5YP a2 TOP PLATE WALL STUD c •.. .1) SIMP50N H-3 CLIP r:Eo y �'. FROMSTUDTO .x' jo Ui TOP PLATE T70H 1 '� •m;� y 5TUlJ TO BOTTOM `�Lt 6:4. z ;6. 2x4 5YP 02 • e '. Fc t�BOTTOM PLATE / • • I I/2'x 26 GA(MIN)STRAP WITH '� .K , 0.131'4•x 2 1/4'GUN NAILS EACH -�a`� '' e' 51M EACH RAFTER SEE CHART S 4; �,^' 6 j N �' -_• }4- ENDVVALL ALTERNATE n O a . l�1 6 39Gt ION 2 B�Gt fON (] SGAL6 I v2 =I'-0 sG •1 I/2'=Y-0' ,:xy••.• .... • FOR TYPICAL TE5, SEE DETAIL I TH15 SI-EET FULL WIDTH FLOOR q 36 oS ptanS (/LO -1 J015T(FROM `" _ q R) d 2 V2'x V2'CORRIGATED, �q Rkbud L Buill-k REV BY DATE ROOF PANELS FA5TEIED 5/16'x 4'L dt'ru�u i m Hrarajl Fi ida Certificak nm q3 NA14'-14 t4NH TRAXX/1 EVERY RAF SCREWS AT 12'O.G. CO"'e"TION HAT LHANNEL FASTENED _ BETrEEN AT EVERY RAFTER WITH F�?al ° °, (2)-0.131.4•x 2-v4'LONG 3 PIECE fEADER SKIDS 7= ° °° GUN NAILS EACH CtWMEL (2)-5116'x4'LONG DATE 'V21/Y LAG 5GREA THRGV6H ` RIM INTO SKID • • DRN^N E3Yi JDA ()2x4 5.YP.S2 511 P��ON H 3 G • e \ acts!3Y F%I EADER 4x6 5.YP.$2 51MP504 Li3 R RRICANE TIES(OR P T SKID (2)5/8'9 A-325 MAGHILED EQUAL)TO OPPOSITE 51DES OF K0.N A5�� BOLTS EACH CRp55 RAFTER(FASTEN WITH 8d NAILS(4) WO.NO: 112�I2 (3)PIECE HEADER ATTACHED TO SKIPS MEI MFR EACH SIDE IN RAFTER AND(4)IN RIM O 1 SHEET 80�7RIC���) n BEC.1ON SCALE N.T.S. I SGAL6 I V2•.I'-O• ss THESE PLANS WI=RE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF ISO MPH. 2 V2 x In'CORPII6ATEP ROOF 2x4 5YPg2 PANELS FASTENED V41/4'-I4 Hi*4111 NOTE:V5ED ON EVERT WALL STUD TO HAT t HA EL FASTS ED TRAXX/1 5C 5 AT 12 O.G. BOTT.PLATE 26 GA.STRAP FASTENED a �K CONNECT WALL TO RIM J015T OF o AT EVERY RAFTER V'1TH NATILS SEE�CHART I Si-CET FLOOR SYSTEM (2)-0.131m x 2-I/4'LONG �i'P.T. H/IVARIES GUN NAILS EACH PLYWOOD A-2 DEGKIN6 Q z 2x 5YP y'2 RAFTER o � T ______I'MiN. SEE CHART 3/A-2 TYPICAL 51"D50N MT512 2x 5YP#2 RAFTER . . ° ° ° 2x4 5.YP.*2 `SEE 5/A-6 SEE GFVART 3/A-2 ° TOP PLATE I-V2'WIDE 26 GA.(MIN ATTA 4-ED TO STRAP 11TH 0131' x RIM JOIST SEE ° = >?•••"'" 26 6AdK 6ALV.STEEL 2x4 5.YP.•2 STUDS WA(2) TOPS 2-!A4'GUN NAILS SEE CHART 6AA-2 o:? C STRAP WITH 0.131'm 6UN GF(AlRT VA-2 AND ;o 0.131 x 3 Ya• NAILS EACH END OF STRAP. 151 x IL5L ATTAGFED TO STRAP DETAIL 10/A b ,< Q a v SEE CHART I SHEET A-2 Si1 D5 IW(2) FLOOR 45r; FOR MANTITY OF NAILS. 0.131 X 3 Y4' 3'WIDE 26 GA (MIN) CHART 6/ �' - ' F o (2)51hF SON H3 S41t AILS STRAP 11TH 0.131' HEADEiZ PLACED WA(4)8d 2-V4'GUN NAILS D TAI L 1) SCRAP DETAIL NAILS INTO EACH SEE CHART VA-2 SCALE:N.T ..S THE BOTTOM AND STRAP DETAIL Y PLATE AND STUD II/A-6 )% ° 2 1/2'x V2' 2 V2•x V2• 7 0. NOTE,USED ON EVEPY I IALL STUD ADD ACRO55 FROM CORRUGATED 2x4 5.YP.*2 WALL TO CONNECT WALL TO ROOF P 5 EACH OTHER PANELS STUD AT 24'OC 1 ~ VARIES (fA5 WA*6 (FASTENED WA*6 3 V4'x 0.131 NAIL FROM C o 1'MIN x I V2'NY0)D 3/a'P.T.PLYi IOOD x I In'WOOD PLATE TO JOIST TYPI BEND 56PJ51 AT 6'O.G. VEGCITJ6 5GRSN AT 6'O.G. BELO{t AT Ib'O.G. N I D I (OR EQUAL) (OR EQUAL) 3/s P.T. YNI0OD PPIVROVE�'� 5/16'x 4'LONG• FLOOR JOIST SEE HEADER oo0 o oo0o0 000000000 LA65GREY1 CHART b/A-2 OCUMENT - FROM PLATE BOOR JOIST SEE DETAIL c^-`. z TO JOIST AT CHART 6/A-2 5G 3'=1' M 26 GAUGE 6ALV.STEEi_ 2'MiN - I8'OC MAX RIM JOIST SEE STRAP WITH 0.13lm GUN CWMT 6/A-2 °' NAILS EACH END OF STRAP. RIM J015T SEE SEE CHART I SHEET A-2 CHART 6/A-2 3 In' ��'.o3b z FOR QUANTITY OF NAILS. HEADER ALTEF�NATE \/ •�� �:` STRAP DETAIL DETAIL DEtAIL ��-► '''',,,, „ Im SCALE,NT.5. 9 sG I V2 =I'-0 SCALE: I V2'= I'-0' HEADER ��\ ar'i 2x4 5.Y?.g2 1^1ALL STUD DETAIL 3 Y4'x 0.131 NAIL FROM SCALE:3'=I'-0' PLATE TO JOIST BELCH ( ATI6'O.C.ORI/2•x4' GRABBER LAG 50RB'(AT I8'O.G. 5GREi'l5 OR PLYyi0042 EQUAL M LIEU DECKING OF NAILS INTO PLYWOOD SPACER WALLS WITH FLOOR JOIST SEE (NON-CONTIN10U5) - _ S SIDE WALL HEADERS SIDE WALL SILLS20GA GHART6/A-2 HEADER HEADER HEADER HEADER fA5TENING 5ILL SILL SILL SILL FA5TEJING RIM J015T SEE SIZE DETAIL MATERIAL 51ZE DETAL MATERIAL CHART 6/A-2 Q 225' 3 5PF•2 (2)0.131"'m x 3Y2 LONG GUMJAILS 22 3 5 g2 5' pF (2)0.13i'°9 x 3-)V'LONG Gl1rdJAIL5 I I in• EACH E4D OF HEADER EACH EN12 OF SILL 20 GA.x I-V4'WIDE STRAP UP * _ THE WAIL STUD.FASTEN STRAP 63' 3 SIP•2 (4)0.1EEACH END OF HEADER 63' 3 5YP w2 (4)0131°{3-) LONGEND LL B'IAIL5 TO WALL STUD 11TH(I3)- 0.131°m (2) 2x4 4x4 x 2-V4'GUN NAILS 96' I 5YP g2 (5)0.131"'0 x 3Yi LONG GUPAlAIL5 INSTALLED AT FACTORY H 15'D OF FEADER p ANCHOR SCRAP DETAIL 5GAL&P=I' SCALE.Y'r-o' �s:e q 30 os Pfso xo._ 1124S'L REV BY DATE END WALL HEADERS END UJALL SILLS 4FP� �>� I'ic!.ard L B0Bak HEADER HEADER HEADER HEADER FASTENING SILL SILL SILL 511E FASTENING \ s 4 SIMF5ON MT512 Modular BuBding Plam EmmiO-Plaids CerfiBcate 51ZE DETAIL MATERIAL SIZE DETAIL MATERIAL 1'V(T)IOd x I)4' 14.5' 3 5PF$2 (2)0.131"D x 3-)('LONG 0'L W'ILS 145• 3 5FF 12 (2)O.I31''0 x 3-V LONG GUMIAIL5 • - END OF STRAP PLY1-OOD SPACER NAILS EACH 3 V2• EACH END OF HEADER EACH END OF SILL 305' 3A SIP•2 (3)Ibd GAMMON NAILS 305' 3 SF!'g2 (2)0131'°0 x 3-)(f LONG CUNNAILS lTION�ONTINU0l15) DATE_ 'V2VO5 EACH END OF FEADEJ2 EACH END OF SILL 42' 2 5YP*2 (5)Ibd COMMON NAILS 42' 3 5YP g2 (2)I6d C MAON NAILS JDA EACH EF$2 OF HEADER EACH END OF SILL • �+ CIE•CXED BY' F'G (6)Ibd COMMON NAILS (3)i6d COIL-ON NAILS n SCALE AS NOTED 60' 2 SIP g2 EACH END OF HEADER W. 3 5YP t2 H END OF SILL SCA NO. 112-032 T55' I SIP 42 (0)Ibd COMM NA ON ILS EACH END OF HEADER SHEET HEADER SILL HEAVER DETAIL DETAIL CHART SCALE 1 V2'_I'-0' 5GPd E:3'=I-0'SCALE:NT.S. THESE PLAN5 MERE DESIGNED IN ACCORDANCE IMITN THE 2004 FLORIDA 6UILDING CODE FOR A THREE SECOND GUST OP 13O MPH. _1 � , hrc 1 . IRK UILDER IL _< 3ii 4O1 DIXON STREET 3dL.i VIDALIA, GEORGIA 3O4-74 o [1 7 MASTER ANCHORINGPLANS �- L " 'a Iu- Q :6 y"3 InO U.0 ' GENERAL NOTES WIND D�SICN CRI °b I.TIE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTNG I GOND1TlOt15. EXP05lJRE °B' CATEGORY I ENCLOSED, 2 TIE ^f`+ CONTRACTOR SHALL EE RESPGNSIL}LE FOR GOORDR4ATRlG ARCHTEGTURAL,STRIICTVRAL.,MEGHMKALL , AND ELECTRICAL DETAIL AND DIMENSIONS.ANY DISCREPANCIES BETT'EEN SUCH OETAIL5 AND DIMEN51TN5 INT. PRESSURE COEFFICENT f O.18, SHALL BE REPORTED TO TIE ENG114EER PR JOR TO F'ROCEEDNG MTH THE l^IORK. IMPORTANCE FACTOR 0.11 3.TIE CONTRACTOR SHALL DE RESPONSIBLE FOR ERECTION PROCEDURE AND 5EQUEIJCE TO IN THE WIND SPEED ~_ z INTEGRITY OF THE BUILDING MID ITS CG4-PONENT PARTS L'RRM GOHSTRJJGTION ZONE w .115 FF4i 135 Ftf41 ISO FFH �b 5 5 4.THESE F'LANLS HAVE BEEN PREPARED PER REGU11TlOt45 OF TIE 2001 FLORIDA 131RIJ71NG CODE.THE IVORK OF ROOF I -Ib1 -22.2 -21.4 ALL CONTRACTORS SHC0--FLYALL C0--FLY 11Th TIE RE(TUUIREMENTS SET FORTH IN TIE AFOREMENTIONED GODS.NO DEVIATIOIJS FROM THE FIORK 5HO1NN OR REA5G14ABLY IMPLIED SHALL 6E UNDERTAKEN I^ITHOUT TIE ROOF 2 -25.9 -35.1 -44J ENGINEERS N1RITTEN CONSENT-A COPY OF I44GH HILL BE FILLED 11TH TIE CONSTRUCTION OFFICIAL ...�� ROOF 3 392 -54.1 -66.8 5.ANY CR OE5 TO OR DE 1AT10 6 FROM THESE DRAJNINGS 5H1ALL NOT BE MADE I^UTHCUT 11 JTTEN CONSENT `o.• �d4 WALL 4 19.1 -211 -335 Q�:� d•,'� FROM THE ENGRg fR n WALL 5 -24.4 33.6 4L4 .� m v►; r 6.THESE DRAT JiAIC{i ARE TIE PROPERTY OF THE ENGINEER AND SWLL NOT BE USED WITIlOUT HIS CONSULT. :0:'- w z. cA DRAYL?JGS SHALL NOT BE USED FOR 1�}�OF L JI1DIN6 PERMIT UNLESS SIGNED AND SEALED BY THE ;�v� Z $)i� 1 j 1.TIE OWER AND THE CONTRACTOR SIIAL.L HOLD HARJ-ILE55 THE ENGINEF-R FROM AND AINST ALL LI ABILITY . CL.AIH J5,DAJ1AGE5,LOSSES A10 F�EN5E5 RJGLUDING LEGAL FEES ARISING OUT OF OR RESULTING FROM UJ IN D ®_SIGN C I M R I A ERRORS OR OFA55LC*5 IN TIE E1Y�REER5 DRAI^lJ1Kf AND.THE PERFORMMJGE OF TIE WORK.BY THE • CONTRACTOR ALL WORK Al )MATERNAL SHALL FEET TIE REQUIREMENTS OF ALL LOCAL AND STATE EXPO�JURRE •G ,CATEGORY I, ENCLOSED, EAlILDING CODES Mt)TIE 51'ECIFICAT1OI6 OF TIE NATIONAL©OARD OF FIRE IJNOER)FJTER5.TIE DRAWING{ INT. PRE55URE COEFFICENT # 0.18, QC p SHCH TIE GENERAL ARRANGEYFNTS AND EXTENT OF THE WORK A5 THE HOFK PROGRE`5SE5,TIE O)-t&R NV IMPORTANCE FACTOR 0.7 I U TIE CONTRACTOR AT NO EXTRA COSTS,SHALL MAKE I'10DIF1CAT10r5 TO MAKE THE PARTS ALIGN rr 8.ALL WORK.M8711ATLRIAL5 SHALL 1-EET TILE REQUIREMENTS OF LOCAL AND STATE COVES AND THE SPECS OF ZONE WIND SPEED TIE NATKAW.BOARD OF FIRE LFIDERJ^IRJTER5.CONTRACTORS SHALL CHECK AND VERJFY ALL PLAN 115 FF 1 135 FF 4 15O 1R'll DIMENSIOA5 ML)CONDITTOP6 EEFORE PRO0EEDRIG GONSWIX.1iON.HE SHALL REPORT ANY DISCREPANCIES ROOF 1 -ilb 27.0 -339 TO TIE ENGINEER FOR CORRECTION PRIOR TO BEEIIAJING ANY WORJC.TIE DISCOVERY OF DISCREPANCIES AFTER THE BEGII d411JG OF WORK TALI.13E EVIDENCE OF FALLTY WORK AND SHALL BE THE RESPQHSIBIUIY OF ROOF 2 -315 -433 -535 TIE CONTRACTOR.00 NOT SCALE DRA11F 55.ALL i- !TTEN DWEfi1ON5 GOVERN. ROOF 3 -41.1 -65.1 -8tJ 9.ME CONTRACTOR FOR TINS PROJECT SHALL NCLUDE ALL KNTERIAL5 AND LABOR REQUIRED TO C04-J'LETE WALL 4 -23.9 -33.0 -40.1 REV BY DATE TIE TOTAL PRO-IECT.THE CONTRACTOR SHALL FURNISH AV PAY FOR ALL MATE.RIAL5,TOOL5,EGUIF'FENT LABOR MACHINERY,TRAKFURTATIOty HEAT,WATER,UTILITIES,AND ALL OTTER FACILITIES AND SEJ CE5 J-ALL 5 -29b 40.8 -503 REQUIRED FOR TIE SAFE AND PROPER EXECUTION AND COI-FLETION OF THE WORK.TIE ENGINEER 94r'LL EC- 1 TILE RNTERPRETER OF THE CONTRACT DOCUMENTS. 10.THE DCCtR-UIT5 SNOW A4 OVERVIEY'I OF TIE WORK REQUIRED UNDER THIS CONTRACT AND RELATED REOVIRI3-IENT5 AND Col-V1 10N5 THAT WILL IFFACT THE F'ROECT.ALL DRANINGS ARE GOFPLIHENTARY•TIE vHEET LIST TABLE DRAHINGS GE1&RALLY 511014 THE INTENT OF THE OVERALL COPG'LEXJTY AND CONCEPTS OF TIE PROJECT, NV DO NOT NECESSARILY}1011 ALL DETAILS MID CONDITIONS.ALL NEVI INTERIOR CONCRETE SIB NV SHEET NUMBER SHEET TITLE CANE: 10 /05 FGUNDATION WALLS AND FOOTINGS TA-4'LL G-I COVER SHEET DRA)'N BY: JDA IL HAVE SOIL POISON UNDER HEN WORK AND SHALL BE INSTALLED BY A LICENSED CONTRACTOR.ALL WORK A t SHALL BE CO`PLETED IN ACCORDANCE WITH ALL STATE All)DEPARTMENT OF AGRICULTURE,STRUCTURAL NIC OR5 AT 45'FOR EP.B GIEGITID BY FSC PEST CONTROL DIVISION REC�ILATION5,RU E5,DEFINIT)0N6 Art)REQUIREMENTS.TIN-CONTRACTOR 5IALL BE A-2 ANGJIORS VERTICAL FOR EXP.B SCALE: NO SCALE RESPONSIBLE FOR VERIFYING AND MAINTAINING 12.ALL EXISTING SETBACKS,EASEMENTS,AND ANY DEED RESTRICTION`S. A-3 ANGNGR5 AT 45'FOR EX?.C ILO.NO 112-059 13.TIE GENERAL CONTRACTOR 5i-iALL BE RESPONSIEtE FOR FINAL CLEA"A'JD 5HALL INCLUDE THE SITE,AND A-4 ANCHORS VERTICAL FOR EXP.G THE BUILDING. THE ENTIRE PROJECT SHALL BE LEFT IN A NEJJ,GLEAN CONDITION. A-5 Gi4V2T DETAILS I GONG.ANCHORING SHEET THESE PLANS WERE DESIGNED IN ACCORDANCE V' TH THE 2004 FLORIDA BUILDING GONE FOR A THREE 5EGOND GUST OF GO TO 150 MPH. M 5CHEDUL5-5 POP, ANCHORS PLAC5D AT 45° INTO GROUND • ANCHORING 'CHEi�ULE rOR 9m TO 115 MPH WIND 5PEr.D, EXPOSURE "B" MAX SPACING 05 0'-0" O.G. A BLDG 2 $ WIDTH M`� 6'-O 8'-0' 10'-0' 121-0' 14'-0' Ib'-O' 18'-O' 20'-O' 22'-0' 24'-0' 26-0' 281-0' 30'-0' 32'-0' 34'-0' 36'-0' 38'-0" 40'-O" 42'-0' 44'x' 46'-0' 48'-0' 501-0• j s� r?AGRJG 6'-O' 6'-O' 2 2 2 3 3 4 4 4 5 5 5 6 6 6 6 1 1 1 8 8 8 q 9 li 84' 6-0' 2 2 2 2 3 3 4 4 5 5 5 6 6 6 6 1 1 1 8 8 8 1 4 2 2 2 2 3 3 4 4 5 5 5 6 6 6 6 1 1 1 8 B 8 q 9 2 2 2 2 3 3 4 4 5 5 5 6 6 6 6 1 1 1 8 6 8 4 4 2 2 2 2 3 3 4 4 5 5 5 6 6 6 6 1 1 1 8 6 8 1 q U �* 16'4' -o . 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 & 6 6 6 204' 6'-O' 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 1 1 l ANCHORING SCHEDULE FOR Ito TO 135 MPH WIND SPEED, EXPOSURE "F3" BLDG NUMBER OF ANCHORS EACH 51DE r , WIDTH SP�ttIG 6'-4' 0'-O' 10'-0' 12'-0' 14'-0' Ib'-O' 10'-0' 20'-0' 22'-0' 24'-01 26'-0' 28'-01 3Q-0' 32'-0' 34-0 36'-0' 30'-0' 401-0' 42'-0' 441-0' 46'4' 48'-0' 50'-0' jar • •• �2' . f� AA • 4b' 2 2 3 4 4 5 5 6 6 1 1 8 iii B q q liii ii 10 10 II 11 12 12 13 fir• J ��� F. 1•-0 2 2 2 2 3 4 4 4 5 5 5 5 6 6 6 1 1 1 l B 8 8 9 I 10'-01 6'-O' 2 2 2 3 4 4 4 5 5 5 6 6 6 1 7 1 8 B 8 q q q 10 =vi Z IP-0' Y-01 2 2 3 4 4 5 5 5 6 6 1 1 l 8 B 9 q 9 10 10 II If 11 w� 7 z o v v 4 23'-4' 4'6' 2 2 3 4 5 5 5 6 6 l 1 8 8 14 4 1 10 IO If I1 Q 12 13 ��!� ' •°��lr :O�F,�,n b'• s'r ANCHORING SCHEDULE FOR 13(b TO 150 MPH WIND 5PIEUD, EXPOSURE "B" z BLDG NUMBER OF ANCHORS EACH 510E 'x••03 _ ��P�°�' WIDTH MA?C 6'O' 3'-0' !O'-0' 121-0' 14'-0' 16'-0' 18'4' 20'-0' 22'-0' 24'-0' 26'-o 284' 30-0' 32'-0' 344' 3610' 30'O' 404' 42'-0' 44'-0' 464' 48'0' 50'-0' '`��• .+��'��` ( SPACRIG 3'-6' 2 3 4 5 5 6 1 1 8 B 4 q 10 1I H 12 12 13 13 14 15 I5 16 AC B'-o' 5-b' I 2 3 3 4 4 4 5 5 5 6 6 1 1 1 B 8 8 4 q 4 0 10 11 0 0 IO'-O' 4'-b' 2 2 3 4 5 5 5 6 6 1 1 8 B 4 q 1 10 IO 11 If 12 12 13 —13 i • 4'-0' 2 3 3 4 S 5 6 6 1 1 8 8 9 4 10 10 II II !2 12 t3 13 14 ; 13'-B' 11 12 12 13 13 14 15 15 16 Ib'O' 4'-b' 2 234555661188441 10 10 II 11 12 12 13 20'4' ' 2 3 4 5 5 6 1 1 8 B 1 4 10 11 1! 12 12 13 13 14 15 15 16 23•-4' 3'-6' 2 3 4 5 5 6 l l 6 B 4 1 10 U 11 n 12 i3 13 l4 15 15 tb 20 64.x 1-1/4'WIVE STRAY 20 SA x 1-V4'WIDE STRAY L'UT SIDE WALL R &IING FROM ANC 40R UP THE i BY DATE WT SIDE WALL 13RQ�1ING FROM A. R UP THE IE F 1THE 1 IDOD OR STEEL STUDS HALL STUD.INSTALLEALLED IM 11 14009 OR STEEL STUDS FACTORY.SE EUIDMS FOR FASTENING OF STRAY.SEE FACTORY.SEE EUILD 14G PLANS HART5 A VE Tt45 EET FOR SH FOR FASTENING OF STRAP.SEE C —� CHARTS ABOVE 1145 SHEET FOR SPACING OF XAC44OR5 I SPACING OF ANKi- R 2'MEt !2'11N / 5— NOTES: • DATE= rolso FINISH FfNI I. ANG410RS PLACED AT 24' FINi�� FINISH LRA N BY, .AA f 1{= '.• • �- I M=1 i - -- '' , - ,---• �-III BUILDING - H I I I�l I=l I ,I I=1 I!-1 I!-1 t f=1 I�I I f=! -I I 1=1 I ''I i 1 I i I I I{�I F=1 I i I H I!�11=1 I{=�I Ci I I I 11�I f 2. MINIr "OF Two aWiMl 11-1 I o I�I I e•x Ib' C�I�1 I I- -I I i' x'�E° Ay N°'� I t=111 I E—t f=1' I I—I 11=!11=I I I=1 11=1 I—I. I I�I I— EACH SIDE OF CUILDING 1=l I f—I I— I{-1 I i I-4• =1T I I E�11= L 140.'10: IQ -A 1 i I C—I I H 1=1 I�I I i�1 I I�I f-1 I 11 I I I TS 3• a` +oR5 SHOULD�E I �I 11=1 I SID I I�I I ' (f�I I-t"-•. ' J IJ �- -I I'� _-J 1-I I I PG%IBLE STILL FALLING I I� 1-y'• I - t 1 I, �H�ET �5 SECTION '11-1�` 45. 04 THE5TIA5 ' ~ �5 SJ GTION 4s• THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA EUILPING CODE FOR A THREE SECOND GUST OF qO TO 150 MPH. 1 SCHEDULE$ FOR ANCHOR$ PLACED VERTICAL INTO GROUNDII ANCHORING SCHEDULE FOR W TO 115 MPH WIND SPEED, EXPOSURE "B" a BLDG • NUMBER OF ANCHORS EACH 51 DE Ul WIDTH 2MX 3'-0' 10 4' IY4' I4'4' .b'-0' i8'-0' 20'4' 22-0' 24 0' 26'-0' 28'-0' 30'-0' 32-0 34'-0 36-<7 304' 40-0 42'-O' 44'-0' 46'-0' 48'4' 50 4' SPAUN6 '-0' '-6' 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 6 6 Iii 3 3 4 4 4 4 4 4 4 10-0' I3 O' 2 2 2 2 2 2 3 3 3 3 3 3 3 4 4 4 4 4 4 5 5 5 5 n Q 2 2 2 2 2 3 3 3 3 3 3 4 4 4 4 4 4 5 5 5 5 5 5 4 13 8' 22 2 2 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 b 6 b I6'O I4'-O' 2 2 2 2 2 2 2 3 3 33 3 3 3 4 4 4 4 4 4 4 5 5 20'-0' •t1'-b' 23'-4' IO'b' 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 5 6 6 iC '�., ftl ANCHORING SCHEDULE FOR Ito TO 135 MPH WIND SPEED, EXPOSURE "S" : BLDG NUMBER OF ANCHOR5 EACH SIDE s `� r z � WIDTH MAX '6 '•bv Z ``� �PtK NG &'-o' 8'O' k7-0 12-0' I4'O' 6'-O' 184' 20'-0' 22'-0' 24'-O' ?6'-0' 28'-0' 30'0' 324' 34'-O' 364' 384' 40'-0' 42'-O' 44'4' 46-0' 484' 500' � •'i •.""'.FPO 7 Q b'-0' b'O' 2 2 2 3. 4 4 4 5 5 5 6 6 & 1 1 1 8 8 8 4 4 4 IO t r \ 8'-0' 10'-0' 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 6 ,gyp 10 4' b'6' 2 2 3 3 3 3 4 4 4 4 5 5 5 5 5 6 6 6 6 1 1 1 10 - l'4 N �3 II'-8' ' 2 2 2 2 3 4 4 4 5 5 5 5 6 6 6 1 1 1 1 8 8 8 4 13'8' 2 2 2 3 4 4 4 5 5 5 6 6 6 1 1 1 ® 8 8 8 4 4 4 10 �' z oc ? t '-O' 8-6' 2 2 2 2 3 3 3 3 4 4 4 4 4 5 5 5 5 6 6 6 6 l 7 FPE 20-0' l'-O' 2 2 2 2 3 4 4 4 5 5 5 5 6 6 6 1 1p 1 8 8 8 1 23'4 6'4' 2 2 2 3 4 4 4 5 5 5 6 6 6 1 1 1 8 8 9 9 4 0 ANCHORING SCHEDULE FOR 136 TO I50 MPH WIND SPEED, EXPOSURE "5" BLDG NUMBER OF ANCHORS EACH SIDE `a' p oU3 _ :'o WIDTH Marc .4' c . •��.SPAGIIJ6 b'O' 8'O' 10'0' 12'4' 14'-0' Ib'-0' 18'-0' 20-0' 22'-0' 24'0' 26'0' 28'4' 304' 32 0` 34'-0' 36'-0' 38'-0' 40'-0' 42'-0' 44'-0' 46'O' 48'-0' 50'-0' '� t ..tir_ 111 2 2 3 3 3 3 4 4 4 4 5 5 5j53 6 6 6 6 1 l 1 1 8 IL 10 0' bb' 2 2 2 3 3 3 4 4 4 5 5 5 5 6 6 b 1 1 l 8 8 8 4 O Q 4; _1iLJl l'-8' 2 3 3 4 4 4 5 5 5 6 b 1 7 1 8 8 8 q 9 4 10 10 11 =3 13 8' 44' 2 2 3 4 4 5 5 5 b 6 1 1 1 8 8 4 4 4 IO IO II q II a 2 2 2 3 3 3 4 4 4 5 5 5 5 6 b 6 1 1 1 8 8 8 4 $n ? 20-0' 5'-6' 2 3 3 4 4 4 5 5 5 6 6 1 1 1 8 8 0 4 4 4 b 10 N r v l] to 23'-4' 5'-0' 2 2 3 4 4 5 5 5 6 6 1 l 1 8 8 4 4 4 fp 10 It A N > t L NOTES: 5/8'm BOLT IW2'FENDER hN+5HER hRT L ANCHORS PLACED AT 24'MAX FROH 5/8'm BOLT Ii'2'FENDER i1A51€R T1fa1 EYE OF ANCHOR SEE NOTES MV CHARTS EIo OF BUILDING. IEYE OF ANCHOR 5EE NOTES AND CIUV2T5 IT SIDE}- LL TNi5 SIIEfT FOR 5PAGNG AND FASTENING. 2 MNIMUH OF TPIO ANGIKJR5 EACH 51DE MS 5HEET FOR SPACING ARID FA5TVI11Y. 2x BLOCKING AT OF WLVlt* REV BY DATE BOLT LOCATION ONLY 3. 2x BLOCKING USED AT EACH BOLT 2x BLOCKING AT UNIT SIDE hWLL MY049 RIH JOIST. BOLT LOCATION ONLY 4• IN LIE)OF EYE ANGpRi p LuLE HEADED STRAP A'�NOR MAY BE USED I 17 MIN 12'MIR AS SNOT-N SOW FiNI� FIM5H DATE IOP�A75 GRADE s °'r I I !�I( I FNi H FINISH I f—III I I-1TI= —I GRADE DRA3 N BY. JDa t 40'x 5/8'EYE ANCHOR _ I r=1 I I I CI I I�I I_I __ —1 : I f-11 C A 6'I LIX 1 I C—I I I-9 1- - I BLOCK AT 48'O.C_ I I 1 a 11=I 1 I I I 11- --� I :III I I-)I I_ c�rr+A 6•I,alx =1 f I I_ i I rzo.No: 112 orr{ iIE INSTAL LED A5 SHOO 81 1-1 L—t I' £ E ET ET SECT 1Om �+• THESE PLANS WERE DE5IGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF QO TO 150 MPH. SCHEDULES FOR ANCHORS PLACED AT 45° INTO GROUND _ g� ANCHORING SCHEDULE POR 90 TO 115 MPH WIND SPEED, EXPOSURE 'G" ui BLDG NUMBER OF ANCHORS E AGH 51 DE (1 Y 1OTH � 6'-O' 0'-0' 10'-O' 12'-0' 14'-0• 16'-0' 10'-0 20'-0' 72'-(7 24'-0' 26'-0 20'-O' 30'-0• 32'-0' 34'-0' 36'-O' 30'-0' 40'-0' 42'-0' 44'17 46'-0• 48-0' 50'-0- _1 6'-0' 5'-O' 2 2 3 4 4 5 5 5 6 6 1 1 1 0 0 4 q 9 10 b 11 II II 111 6'-O' 0'-6' 2 2 3 3 3 3 4 4 4 4 5 5 5 5 5 6 6 6 6 1 1 1 1 0'-O' l'-O' 2 2 2 2 3 4 4 4 5 5 5 5 (, 6 6 1 7 l l 0 6 6 9 ".-C,. &'-0' 2 2 2 3 4 4 4 5 5 56 6 6 1 1 1 8 I3'8' 5'-0' 2 2 3 4 4 5 5 5 6 6 1 T 1 6 0 9 9 9 10 10 11 11 II V 6'-0' 6-0' 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 1 l LL 8 J) H Q n 2t-0' 6'-O' 2 2 2 3 4 4 4 5 5 5 6 6 6 1 T 1 6 8 e 9 9 4 10 n 23'-4' 5'-o' 2 2 3 4 4 5 5 5 6 6 1 1 1 8 6 9 4 9 b 10 II II II ANCHORING SCHEDULE FOR 116 TO 135 MPH WIND SPEED, EXPOSURE "C" ;fir...k •.?>�'',,, NUMBER OF ANCHORS EACH SIDE BLDG a:a < - -6' 2 3 4 5 5 6 l l 8 6 9 9 b 11 11 12 12 13 13 14 15 IS 16 '.=r Yoh Z 4 . o 6'0' 5'-6' 2 3 3 4 4 4 5 5 5 6 6 1 1 7 6 6 6 1 1 A 10 10 it ''�;ti' \ , 10-0. 4'-6' 2 2 3 4 5 5 5 6 6 1 l 8 0 9 4 9 f0 10 U II 12 12 13 F' I IF-b' 4'-0' 2 3 3 4 5 56611661110101111 12 i2 '313 .14 . � �y 3'1i' 2 3 4 5 5 b 1 l 8 8 4 4 10 11 11 12 12 13 13 14 15 15 I6 AJ . ' 2 2 3 4 4 5 5 5 6 6 T 7 7 6 6 4 9 9 10 10 It 11 11 ° Z 20'4' 4'-0' 2 3 3 4 5 5 6 6 l 1 6 6 4 1 b 10 It 11 12 U 13 13 14 �® A� zo �2 2 3 4 5 5 6 l 1 6 6 4 4 10 II 11 12 12 13 13 l4 15 15 16 b CL '� C O IN SCH DUE FOR 13o TO 150 MPH WIND SPEED, EXPOSURE "C" _��`• AN !i R C E L _s : u • NUMBER OF ANCHORS EACH 510E s? '- BLDG as z? ` a. WIDTH SPACIr1G 6'-O' 8'O' tO'-O' )2'-0r 14'-0' 16'O' l6'-0 20'-0' 22'4' 24'-0' 26'-0' 26'-0' 30-0' 37-O' 34'-0' 36-0' 30'-0' 40'0' 42'-0' 44'4' 46'4' 46'-0' 50-0' .�' of' 6'4' 2'b' 2 3 4 5 5 6 1b 1 4 10 II 12 13 13 14 15 16 11 Fl l6 I9 21 P, " __ I- a s_ Io'O• 3'-b' 2 3 4 5 5 6 1 1 6 6 4 4 10 11 II 12 12 13 13 14 15 15 16 _l z it• II'$' 3'-V 2 3 3 4 5 5 6 1 1 8 9 9 f0 II 11 12 13 13 14 IS 15 16 11 Q�OJ c0 `r F3'-W 2•-b' 2 3 4 5 5 6 l 8 4 9 10 11 12 13 13 14 15 ib 11 11 to I4 21 Q`6 16'4' 3'-6' 2 3 4 5 5 6 1 1 6 6 4 1 10 II It 12 12 13 13 14 15 15 16 20-0 3'-O'• 2 3 3 4 5 5 6 1 1 6 4 1 10 11 II 12 13 13 14 15 15 16 Fl 23'-4' 2'-b' 2 3 4 5 5 6 1 6 1 '1 10 II 12 13 F3 14 15 16 Fl Il i6 14 21 .V� T 1 20 GA.x I-U4'MUDE STRAP �y gY DATE LF' 5 DE MALL Fd1NNiNC&FROM ANNGNOR l.P THE 20&A x I-U4' '{ICE STRF�P 1-*UT 510E MALL Fd)M4ING FROM ANCHOR UP TFI MALL SRV.INSTALLED IN 1 MALL STUD.INSTALLED IN THE 1-1OO9 OR STEW 511,1175FACTORY.SEE 131119E4&PlAI'6 1-1000 OR STEEL STUDS FACTORY.SEE FAJILD1110 PLAN` i FOR FASTENMG OF STRAP.SEE FOR FASTENING OF STRAP.SEE CHARTS ADO'-/E 1115 SIfET FOR CtART5 AOOVE THIS SHEET FOR I PACING OF ANCHORS 5PACf`Yi OF ANC-HORS 2'MRt. 12'MIN DATE 10/5/05 NOTES: FINISH FINISH DRN N BY, _VA I. ANCHORS FIAGED AT 24' , FINISH FINI — GRADE GF+ECKED t3Y: I% _ wvc FROM EW OF GRAAN I I I ICI I _ I I�I GRADE I!_!I •: -;` ' ' 11 I I 6 ° ERHLDING I I 11 f=11�I I—I 1=1 I I I ED I i I III— —III I <c Ali, As r+oTED I L1 I I �J I l i l f=1 I I-1�i I I-1 I!-1 I H I I=i I I�l I I- EACH 51vE of anLbING I-T�-1 11= I I-1 I�I i{=4• —I I —1 I f�I I- Mio.uo 112�s+ I 1=! I I—Tt�!I=1 11=1 I I�I I-1 I I-1TI=� =1 I{TI 11 3- ANu'oR5 51'a�D F3E I�1 I�I I I�T�I ID cAP 3 I{=1T T t=1 I�f r 11 I I-11!-1 I I�1 I I—I I C—I I{-1 I�1 I I i I I I-I I�I I- SPACED AS EQUAL AS =I 1=1 I t=1 I!=1 I —I I C�'1 I ECax Ar =I I=. 11=1 I Cl 11= 54 iE ET I C1 I "—'"_, — I I-I T I— —' =1 I I-1 Poss113LLE snL1 FAt1fNG II I t= �' 46•o.c_ I I - SECTION `I►=11 45. oTV5 Q�; GT1ON 45• 2 SCALE:3/4'=I'-O' SCALE:3/4'=P4' K THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA EUILDIHO CODE FOR A THREE SECOND GUST OF q0 TO I5O MPH. SCHEDULES FOR ANCHORS PLACED VERTICAL. INTO C.�ROUND _i �$$ T ANCHORING SGHE©ULE FOR °,s0 TO 115 MPH WIND SPE©, EXPOSURE "C" ui I b a NUMBER OF ANCHORS EACH 51 DE fL BLDG WIDTH 5PAG NG 6'-0 8'O IO'-O' I2'-O' 14'-O' 16'-0' 18'-0' 20'-0' 22'-0' 24'-0' 26'-0' 28'-0' 30'-0' 32'-O' 34'-0 36-0 38'-0' 40'-0' 47 O 44'-0' 4b'-0' 48'-0' 50'-0' b'O' 1'6' { 2 223 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 1 1 l 1 8 b'O' 12-0 2 2 2 2 2 2 3 3 3 3 3 3 4 4 4 4 4 4 5 5 5 55 Id-0' id-O" 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 6 2 2 3 3 3 3 4 4 4 4 5 5 5 5 5 86 6 6 1 1 1 1 <i °� F 1Y8 1'-6' 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 1 1 1 1 8 U ! 16'0• II-0' 2 2 2 2 2 3 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 5 6 < N 2O-0. q4• 2 2 2 2 3 3 3 3 3 4 4 4 4 5 5 5 5 5 6 6 6 6 1 2Y-4 1'-6' 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 1 1 T18 8 ANCHORING SCHEDULE FOR 116 TO 135 MPH WIND SPEED EXPOSURE G o:�! 0 6 ' o'� NUMBER OF ANCHORS EACH SIDE `: U Q — z; BLDG 1u U' WIDTH MAX b'4' 8'-0' 10-0' 12'O' 14'-O' I6'O' 18'U' 2C0' 27-0" 24'-0' 26'-O' 28'-O' 37-0 32' 34-0 36'-0 38'-0' 40-0 47 0' 44'-0' 46'-0' 40-0' 50'-0' . � ' bd Z =PAGING 6'O' S'-0' 2 2 3 4 4 S 5 5 6 6 1 1 1 8 8 9 q 9 IO 10 U II n rr'���! .. .••EQ= �, 8O' 8'O' 2 2' 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 l 1 1 1 8 Id-0' 6'b' 2 2 2 3 3 3 4 4 4 5 5 5 5 6 6 b 1 l' 1 8 8 8 9 118' 5'6 2 3 3 4 4 4 13-6' 5'O' 22 3 4 4 5 5 5 6 6 1 1 1 8 6 9 9 9 10 10 1 II II z w _N l'O" 2 2 2 2 3 4 4 4 5 5 5 5 6 6 6 1 1 1 1 8 8 8 0 2 -0' 5-6' 2 3 3 4 4 4 5 5 5 6 6 1 1 1 8 6 8 4 9 1 i0 10 II �2i6 `- 2Y-4' 5'-O' 2 2 3 4 4 5 5 5 6 6 1 1 1 8 8 q 9 4 10 10 II !1 I! k ANCHORING SCHEDULE FOR 136 TO 150 MPN WIND SPEED, EXPOSURE "'G" 1 BLDG NUMBER OF ANCHORS EACH RIDE so �° ��'"' S� Q NQ Il1l WIDTH MAX 6'-o 8'-0' Id-0' i2'O' . 14'-0' W'-0' 18'-0' 20'-0' 22'-0' 24'-0' 26'-0' 28'0' 30'-0' 37-0' 34'-0' 36'-0" 38'0 40'-0' 47-0' 44'-0' 46'-0' 48'-0' %-O SPACING 3'-& 2 3 4 5 5 I 6 1 1 8 8 1 1 10 II II !2 12 13 H 14 15 IS 16 '; ''b �. 1 _' 6-0' 122234L45 2 3 4 4 4 5 Id-0• 5'-0' 2 2 3 4 4 5 5 5 6 6 1 1 1 8 8 q 4 q 10 10 II n II _ R i11a '' '6' 2 2 3 4 5 5 5 6 6 1 1 8 8 q q q IO IO II 11 t2 12 13 15-15" 5-6" 2 3 4 5 5 5 1 1 15 8 q 1 10 II 11 12 12 13 13 1 0 4 15 16 Q $ W W'-0' 5'-0' 2 2 3 4 4 5 5 5 6 6 1 1 1 8 8 q 4 q 10 10 II it II �O 20C' 4'-b' 2 2 3 4 5 5 5 6 6 1 115 8 1 1 1 IO 10 Ii U 12 12 U 23'-4' Y-6' 2 3 4 5 5 6 1 1 8 8 1 9 10 N II 12 12 13 13 14 15 IS 16 > NOTES I 5/89 WLT YY2'FENDER WASHER THRI1 I ANGHOR5 PI.AGEi2 AT 24'MAX FROM 5/8'4 YI/%FENDER W45I R 1HRIJ EYE OF A}K.HM SEE NOTES AND CHARTS EN OF FR D 111DINb. EYE OF AN ANCHOR SEE NOTES AND CHARTS UNIT 51DE WALL TNIS Sit T FOR 5PACM AND FA5TENa*. Z K 4181 OF Ti l0 At-HORS EACH 51DE Tl4�i D�T FGR 5PAGMG A1dJ FASTENING. OF BUILDING UNIT 51DE WALL Rte/ 6Y DATE 1 2x BLOGCUIG AT 3. 2x VLOGKIN6115ED AT EACH BAT 2x L+LOGKING AT BOLT LOCATION ONLY BEYOND R H JOIST pOLT LOCATION ON Y 4. N LIEU OF EYE ktOOR5 DOUf LE FEARED STRAP ANCHOR MAY BE USED AS 50CVN VELON FlN1� _ _ INISN DATE 10/.x/05 I GRADE I I 14 I I!_ 11= I= �i I H I ERASE FINISH _ FIxI5F� HTH A 6'HELIX I BLOCK AT 48'O.G_ 5GALE: AS NOTED —' 7 1 — III I. NSTALLED AS 5001-1"1. I-1I I-I I SHEET SECTION SECTION SCALE 34"=1'O' 4 THESE FLANS WERE DESIGNED IH ACCORDANCE WITH THE 2004 FLORIDA EUILDINO CODE FOR A THREE SECOND GUST OF 4O TO 150 MPH. Jig$ d PAD SCHEDULE FOR ALL WIND SPEEDS AND EXPOURE5 IL �� NUMBER OF PADS REQUIRED BY BUILDING LENGTH UNDER EACH SKID (MAX SPACING &'-O" O.C) WIDTH 6-0 a'-0' 10 O' 17 O' 14'-0' b'-O' Ia'-O' 20'-0' 22'-0- 24'-0' 26'-0' 20'-0' 30'-0' 37-0' 34'-0' 36'-0' 38'-0' 40'-0' 42'-0' 44'-O' 46'-0' 4a'-0• 50'-0' 3 4 O' 2 3 3 3 4 4 5 5 5 6 6 6 7 7 l 8 a 8 9 9 4 IO 8'-0' 2 3 3 3 4 4 4 5 5 5 6 6 6 1 l l a 8 8 q 4 4 10 IO-O' 2 3 3 3 4 4 4 5 5 5 6 6 6 l 1 1 6 a a 9 9 1 10 O e' 2 3 3 3 4 4 4 5 5 5 6 6 6 1 1 1 8 B 8 V 4 4 i0 130 2 3 3 3 4 4 4 _?_ _ _ _ ± . L_ 1 1 8 8 9 9 4 4 10 ry Ib'-0' 2 3 3 3 4 4 4 . 5 5 5 6 6 6 1 1 l 8 8 8 1 4 4 10 20-0' 2 3 3 3 4 4 4 5 5 5 6 6 6 1 1 1 8 8 8 9 1 4 10 (Y o 23'-4' 2 3 3 3 4 4 4 5 5 5 6 6 6 1 1 1 8 8 8 4 1 4 10 r . ALL AtrG1iOR5 910WN BELOW QUALIFY FOP,501L TYPE 4 AS PER TEST CONDUCTED BY ATEG A560CIATE5,FRODJGT 4y'.err; F TESTES INC.AND GALLEY! ASSOCIATES FOR TIEDOWN ENGINEERING OF ATLANTA,GEORGIA 30336 6� c. :Q:�P c ,to M122 '.c.' 2L O'4 L Fi: M12H5/e M12143/4 �e M22?'s ;�rO- O ?Ptio � PM s Yf000 PM=51085 PM*Y-IO1O PM I 540x5 � 00 00 po Oo 9 . HILn KH CK BOLT MIN.V2'0 A-s 1i1"5-"DfEU EKT IN TH GONG.AND 3-3/4•MIN EDGE DiSTA.4CE AT 5'-5' 5/8'0x48'L6. 3/4.0 x 48'LG. sde•0 x 30'LG. 3/4.0 x 30'LG. O.G.FOR&'TO 11'e' itr STEEL ROD STEEL ROD STEEL ROD STEEL ROD FOR A IX AND 5'-7 OL 1 FORA 13'8'W DE PIMJ.NK I4-0AG.F / '/ T aQ `yi0 O }MALL AND 4'-8'O.G.FOR t"/Q• 6'BUILDIIY{,4'8'O.G. n y a; X FOR 0'TO 1P-6'E LDIN65, ° w cJ 6•WLIX W/2• (2)4'HELIX W PITCH 2'PITCH 2"PITCH BUILDING WITH A 6'I CALL f b d �0 f�. a } 6'i ELIX W/2' '3000 P54 GONG.SLAB li, 111 �2 V PITCH 37_ x VV6x6x1.4xIAPU . _ Q Q 0 a V.D.I V ALL ED6E5 TAPED {c t.ti _} Zpo V ON GLEAN COMPACTED �t�P`...••• 1 t, .m X as • ALL PART NUMBERS AND MODELS 5IIVVN ARE FOR TIED'(-4 ENGINEERNG OF ATLANTA,GEORGIA 30336 EARTH -*?? -J0 6 •?� HE rr, L7 OTR WN&EAGTURES MAY BE UED S PROVIDING TIEY ARE EO)AL TO TIEDOI^N EIdGMEERIN3 I r ui:y �1 d -1 DOU43LE HEADED. %v:, LU Z:v `t aROUNO ANCHORS SCALE H.TS. ,•�r�. Z HILTI K1K BOLT MEt V2'0 �' e��* ..... _ 1- WITH 5-VY EMDEDI F 4 1N THE CON..AND t-3/4'Milk EDGE DISTANCE AT 5-5' -L 0 0 G.FOR 6'TO II•-8' V 5/8"0x4O' EAIILDIN65 AND 5'-2'O.C. Rp/ gY DATE LG.STEEL ROD i1 ). fFORA 13'-8'W1DE 2 x 4 P.T. BUI.OING5 HTH A 6'�4' I I BOTTOM RATE 1 DA It/18/05 WALL AND 4'-8'O.G.FOR !!2'0x36'LG. 6'EUILDiNG5,4'-8'O.G. .. .......... 'O'x I'-6'DEEP 2SG0- 5TEE1-ROD FOR V TO W-8'R WW-5. N 2-4 1991 CONG.FTC. OT1 GONG. -#55 OIG I A'ID 6'-T O.G.FOR A f3'9' HV 2-a5's GOVT.(TYPl FOpTRJG IW 2�S5 GONT. BUILDtN6 11TH A a'WALL I1TN LAPPED JOINTS I — • 6' 6' DR?-N BYI VA II i rr !�—;� I�_!�I I I-1 I I� 1I'-a• GHEGKED ar. F<G L '-- I I-11I -I'gip•,� —III- 1`LO.11LJ. 12-054 A EYE ANCHORS . CORAL ROCK ANCHOR SECTION OUNbATION PLAN SriEEr SCALE:NT.5 SCALE,NT.5 SCALE:3,'4 ' ' 1 SCALE, &CHANGED NU-UER5 OF PADS IN CHART AND ADDED SPACING REOURREMETIT A THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF QO TO 150 MPH.