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HomeMy WebLinkAboutBuilding Plansa FBC APPROVED PRODUCTS LIST PRODUCT CATEGORY I SUB CATEGORY I MANUFACTURER STRUCTURAL COMPONENTS I FLOOD VENT RIOEt DOORS rn c I RIOR DOOR N S' SWINGING CAROl1NA_CCARPO�TSjNC.__--== 26 Gauge AG Panel CRAWL SPACE DOOR SYSTEMS, INC. 16x8-Flood Vent ELIXIR DOOR AND METAL COMPANY Series 402-14 Series 467 MAXIMUM ALLOWABLE WIND SPEED Q APPROVAL EXPIRATION PARTIALLY No. & DATE DATE OPEN ENCLOSED ENCLOSED F.L6596AfR5- ---.._.0_4JD5t2� 180 180 10/10/17 � 1$0 �- 8.0= 'FL-"670� 2 R - - 03114127" 180 10/10/17� __I FL29622.1 09/61/20 N/A N/A N/A 05/15/19 FL17996.3-R1 09/14/20 N/A 139 138 01/29/18 01/29/18 TABLE 9 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTf NER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST / RAFTER (INCHES) RISK EXPOSURE WIND SPEED WIND SPEED • SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTSIRAFTER: 110 TO 160 89 TO 116 5.0 6 6 C 151 TO 180 117 TO 139 4.0 6 6 NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18 gauge hat channel roof purlins. 2. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7" to 27" (1.5:12 to 6:12 pitch). Spacing requirements for other roof heights and/or slopes may vary. GROUND ANCHOR SCHEDULE ULTIMATE WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS Fi1QRDO_O$S ,xgOLL UP-Y�_ _ Mom_ _� -ASTArINDUSTRtESINC�� FL-8888:i-R5--1213i120� NfA' b - . G 180' i 74 1�[) 20 }� c=-mat " 'Tlode1203 (12' Max. Width)" - 10107117' 12 w- 3 E)v RIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R4 11/11/20 N/A 158 138 14 Q u Steel Roll Up Sheet Door (12' Max. Width) 06/18/19 16 "'a&tairi' J W�N OWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R5 10/17/23 N/A 175 157 v F- 18 Ln Model 185 SH 03/27/19 0 20 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.2-114 11/11/20 NIA 180 180 U. 22 Steel Roll -Up Sheet Door - 8' Wide 06/18/19 p 24 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.4=R4 11/11/20 NIA 180 172 J 26 Steel Roll -Up Sheet Door -10' Wide 06/18119 m 28 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.3•R4 11/11/20 NIA 155 133 30 Steel Roll -Up Sheet Door -16' Wide 06/18/19 DETAII S,'1C F�NI NOTES t ODpfiSANDWI�3D{}5YS5tfOTINtt1AY8E$UOS)ITUT�DFORDItfE#?EhITPRODtLCTLLNESNSAtQt21.10T1EtS PROVIDED>THErfQI11110 ti'Ur - Nt?1TfQiJSARFFIET: A. PRODUCT SttALL ftAtiE A VALID FBC PRODbCT APPROVAL © CC1MP NENTSAFiE NSTALtFUACCOFiDiNG,TOztlhNlfFACfitiREFt&tNSTAl1ATtOJJFtEOURIEMENTS: 4 t. _ . 160 170 180 AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS 1C -. _ _.. , At Coln 2s FRAAtM GG CO0k1tiECTLONS FOR d6d§1AND WIt5D01V FR `--,TiEb1A1N 111E S 4ME F.aR'SUQ5TITLITED£PROC1liCTSs-'t1EADER$ AND 4VINpOW Rl�i! S'111AY QE i1AISED Oft.tCtWEftE"b ASNECESSA►iY TO A000A{UOAF SUBSTfTUTED'PRODUCT. _ _ GENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. ftA 3, ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED ORSTAINLESS STEEL. 4, ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET TL iF L?FSIGN PRtSSURES REQUiRED,'BY•THE FLORIDA`BIJILDLI�G,GODL,(FBC} AT THE U0CAT, ION;GFITHEBUILDINGW`1THIN.THESTATE 0E FL0RIEIA. 5, ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS>WIT1{OUT:CO.NTROL�SEAL WMSHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 A WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN W OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/2" x 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 11. 14 GA FRAMING: 2-1/2' x 2-1/2" TUBE STEEL (TS) WITH 2-1/4' x 2-1/4" TS NIPPLES. 12 GA FRAMING: 2-114" x 2-1/4" TS WITH 2" x 2' TS NIPPLES. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD'BE INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED AREA, WITH BASE OF OPENINGS SET WITHIRII-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC APPROVED PRODUCTS LIST SHALL BE BASED ON ONE (1) FLOOD VENT PER EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR. CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY: BECHTOL INNE L AND INC. I':7uictiiN 605 �y ietailatE: , DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492- Fs REVIEWED FOR CODE COMPLIANCE ST. LILCIE CO Wry I B®CC5 THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (20M. THE PLANS AREVAUD UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. \`\`� t t t I I l i ►/ //���� BE&O@1.` � . G AN- E3YING. INC. DE ORIDA 327 !!�� Thoii�� Fbrid� r rel '/icSSl ON ///1111111t0 . CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA -- rr.a rwre 01/20/20 _ EECHTOL ENGINEERING mkb NTS AND TESTING; Ina oo�umnav,cwa,xwrarasxrKuow�.xeimenws�u 'coa lb aw•°` G20001 SHEET 1 OF 6 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX. EAVIE. FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF FLOOD VENT (AS applicable)) ROLL -UP DOOR SWINGING DOOR I (As applicaVJ - . ), (As applicable) TYPICAL SIDE ELEVATION. TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF C. /An �"wm TYPICAL SIDE ELEVATION NOT TO SCALE - NOT TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR (As applicaVe) (As applicaMe) TYPICAL END ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) TYPICAL.SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF ROLL -UP DOOR SWINGING DOOR In i' l m' lulGl��� TYPICAL SIDE ELEVATION NOT TO SCALE EVEWED FOR ST. LUCE Co -C �_,, TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE I� ®I � TYPICAL END ELEVATION NOT TO SCALE P 1fK"-_'ffi_NG'A",TING, INC. fIll Y6RKAVENUE OettrfwateLORI 32 of Tkf' P.E. FWla 0. CAR(' W*j(:P4*bRTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA mm 1— 01120/20 BECHTOL ENGINEERING r,,kb V_mle NTS AND TES17MG, Inc- (15 fm m- G20001 T13 SHEET 2 OF 6 26 GA- GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS 12 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 1-1/2' 18 GAUGE FURRING' \ CHANNEL (PURLIN) 24' 16 GA U-CHANNEL BRACE —24- 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH FASTENED TO RAFTER WITH (2) 412-14 x 3/4' SDFs AT (2) #12-14 x 3/4' SDFs AT 24' 16 GA U-CHANNEL.BRACE EACH END (4 PER BRACE) z EACH END (4 PER BRACE) FASTENED TO RAFTER WITH w (2) #12-14 x 3/4' SDF's AT $PANO"CH(AFEiSDHtSCG5END (4 PER BRACE) TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON NIIMRFR ANO SPACIN(A AF RAFTERS SEE TABLE 1 SHEET 3 1OF6 4: TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME NOT TO SCALE SEE 1101 C � OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE TYPICAL INTERIOR RAFTER/POST FRAME SECTION- BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON SEE TABLE 1 SHEET 1OF6 3 4 LD 3 1-11 TYPICAL RAFTER/POST FRAMING PLAN,- BOX, EAVE NOT TO SCALE SEE TABLE 1 SHEET 6' WELD ALL WEB CONNECTIONS, BOTH SIDES S24' v 71TPICAI�I, TER IOR�� F►TiER )ST FRAMEI CfION ERTT -AL O_w - 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4'.SELF-DRILLING FASTENER SPACED NOT MORE THAN 48' O.C: 3 4 SEE TABLE 1 SHEET 1-OF6 LENG VARIES DEPENDING ON NUL113ER —.—AND SPACING OF RAFTERS 6' (T1(f1CAT�r�y j�PCSTJI2AF ft3A1TTVPIANVIRTiCA1:tO,OF _ TYPICAL BOW RAFTER GABLE.Off?jRAMIJVG-PLAN NOT TO SCALE I4 =w H r-vw r— CODE NCE [COMPL9U 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) - ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) NOT TO SCALE (BOX EAVE RAFTER.SHOWN, ONLY STANDARD LEAN TO IS APPLICABLE TO BOW FRAME RAFTER) ..xIIIII111J.- 24' 16 GA U-CHANNEL BRACE (6' TO T POST) 48' 16 GA U-CHANNEL BRACE (V TO 14' POST) BRACE ANGLE SHALL E MIN. 30' B TO MAX. 45' FROM HORIZONTAL 1 0 FULL 6' WELD BOTH SIDES 2 4 OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE FREESTANDING LEAN-TO FRAMING PLAN MINIMUM INSTALL 1/2' x MINIMU)A.51 TAPCON REDHEAD LOT INSTALL 1/2' x MINIMUM 6' TAPCON REDHEAD LDT ANCHOR OR 1/2' x MINIMUM 6.1/2 EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OFEACH ANCHOR OR 1/2' x MINIMUM 6.1/2';EXPANSION ANCHOR THROUGH BASE RAIL WITHIN W OF' EACH DRILL '6/8' HOLE THROUGH THE BASE RAIL AND SECURE TO WASHERS DRILL 5/8'NOLE THROUGH THE BASE RAIL AND SECURETo 2• WASHERS WALL OSTSTS. ALONGD EVERY END END IDES AND RAFTER A � POST ALONG ENDWALLEAND VERY END I ANCHOR EYE WITHT Dt H& BO T A2' TS CONTINUOUS ;BASE RAIL I ANCHOR EYE WITH I& DIAMETER I M OLT 1 TS CONTINUOUS BASE RAIL MINIMUM u 2-1/2' EMBEDMENT MONOLITHIC CONC, FOOTING (25W PSI MIN.) REINFORCED WITH 2 Ws CONTINUOUS E DRILL 51W HOLE THROUGH THE 2' WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH -Ur DIAMETER TS CONTINUOUS THROUGH -BOLT—\ /-BASE RAIL (SEE GRO�lNOANCHOF2.; MINIMUM 4' SCREOU 6. SHEET" 1 CF'6, I fO,R:RE.OUIR8�7.A1�CHI2R):f CONTINUOUS 4' CONCRETE PAVEMENT -+7 EYE ANCHOR 8CONCRETE BASE RAIL ANCHORAGE 4 E W To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 16) TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR DOORI / WINDOW FRAME POST TS BASEIWINDOW RAIL OR NONSTRUCTURAL HEADER GA IF ROLL -UP DOOR FRAME) 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4)'02-14 x 3/4' SDFs, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE:_ AT ROLL -UP DOOR OPENINGS, POST SHOULD BE,FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. AIL 6' 2-1/2' EMBEDMENT .:. MINIMUM CONTINUOUS 4' CONCRETE PAVEMENT 1B CONCRETE SASE RAIL ANCHORAGE Not To Scale (OPTIONAL. OPEN CARPORTS ONLY) 24' 16 GA U-CHANNEL BRACE (5 TO T POST) 48' 16 GA U-CHANNEL BRACE (V TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 6t)' FROM HORIZONTAL NIPPLE 1 RAFTER TS RAFTER 6' LONG TS NIPPLE SECURE,POST TO NIPPLE WITH (4) //1244 x 314' SDFs RAFTER POST BOX E1/ERA`FElPT DFTA�L:' TS RAFTER POST 1.1/2' x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH•(4) 912-14 x 314' SDFs, (2) ON TOP, (2) ON SIDE BASE RAIL TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE TOP OF ASPHALT F OR STABLE GROUND EYE ANCHOR 5/8- ROD 48' LONG WITH 6' HELIX OR 5/8' ROD 60' LONG a (SEE GRgIJNp ANCHOR EYE ANCHORGROUNp ANC : (SEE HOR; WITH T HELIX, SCIIEDULE SH,E,ETI i OP §� 51W ROD 30' LONG ;=.6ULE SHEET,,I OF 6; AS APPLICABLE F 0}t:/tf31'LIG/ABILITY) WITH DBL 4- HELIX :Ft)R APPUCt±6111,iY) RMUNF-D CDE COMPLIANCE 1C BASE RAIL DEEP ANCHORAGE Tq LUC�� ����' pYBASE FAIL ANCHORAGE dot 7o Sca e NO SCREWS REQUIRED IN BOW BEND 3' BOW RAFTER 24: 16 GA U-CHANNEL BRACE (V TO T POST) 48' 16 GA U-CHANNEL BRACE (VTO WPOST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60• FROM HORIZONTAL NIPPLE TO 3/16' BASE RAIL 3• 6' LONG TS NIPPLE T SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 314' RAFTER POST SELF -DRILLING FASTENERS �2B% BOW RAETER/POST DETAIL ! NotT.Scae TS POST 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH.(4) #12-14 x 3/4' SDPs (2) ON TOP OR BOTTOM, (2) ON SIDE TS NON-STRUCTURAL HEADER TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDFs TS RAFTER POST CONTINUOUS BASE RAIL 11- Oil S�/�l�S�.�1L�C;Ol��1ADE�TAIL Ohl �Ml s v •/�Er�t)E�oIP1G,INC. DEAN ORIDA 32720 ••• ` •' Ce1Hfl oT �• j a TI10aI�B t6rLQ .E. 4 NO PATE OF , ONAL L TS END 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 314' SDPs, (2) ON BOTTOM, (2) ON SIDE OR 27x4' 16-GA PLATE SECURE TO EACH SIDE OF POSTIRAFTER CONNECTION WITH (4) #12-14 x 314' SDFs,. (2) ON POST, (2) ON RAFTER 1-1/2'.x 1,412' x 2' 16 GA CLIP ANGLE.SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 314- SDFS (2).ON TOP. (2) ON SIDE RAFTERPOST 1-1/2' x i-112' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 314' SDPs, (2) ON TOP, (2) ON BOTTOM GABLE RAIL c�JF 1L7OFT�R¢aPOST No17o Sc6Eo `, 2-1/4. FOR 12 GA FRAMING 2-1/2'-FOR 14 GA FRAMING NIPPLE DBL, HC TS NIPPLE EACH WITH 4 x 314' ;ILLING FASTENERS 2 GA TS'POST 1-1/2' x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER POST AND- GABLERAIL WITH (4) N12-14 x 3/4' Sl TOP AND BOTTOM 1-1/2' x 1-112' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12=14 x 3l4.' SDFs, (2) ON TOP, (2) ON BOTTOM. 6' LONG.TS NIPPLE SECURE RAFTER AND POST TS GABLE RAIL TO NIPPLE WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS i RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL 11 R Not To score 1-112' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) fI 44 x 3/4' SDF SPACED NOT MORE THAN 48' O.C. 26 GA. METAL ROOF PANEL 16 GAUGE U•CHANNEL BRACE /—TS RAFTER FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3A' SDFS AT EACH. END (4 PER BRACE) �'1nE�J1CI 1�1VilN Y SALZERfifATE FOF�ER3IG X`ROOF3?f+tJELS) 1 V �otTo ales yq o SCatez' ? &TER POST 4G TS NIPPLE RE WITH (4) 912-14X 3/4' DRILLING FASTENERS' , DOUBLE TS HEADER NIPPLE TO DBL. HDR. `�����RAE-=�E,R�.PC�S�II'��AFDEF2aD€TAIL�; 9 Not7o Scale Wit,r,:;� TS NIPPLE EACH WITH (4) N12-14 x 314' ILLING FASTENERS 12 GA TS POST BASE RAIL 3/16' NIPPLE TO ��� ` BASE RAIL �5� RA}�� �° NN�G�TQ �E•�T�1L y.s TS RAFTER POST NIPPLE TO 3/16' 6' LONG TS NIPPLE RAFTER SECURE WITH (4) #12-14 x 3/4' SDPs /-2'x4- 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF TS RAFTER 12' LONG TS NIPPLE. POST/RAFTER CONNECTION SECURE POST TO NIPPLE o WIT.H'(4) #12-14 z 314- SDFS, WITH (4) #12-14 x 314' SDPs, -- (2) ON POST, (2) ON RAFTER TS LEAN-TO RAFTER o h6' o 24',16 GA U•CHANNEL BRACE (5' TO T POST) 2'x2'x2' 16 GA ANGLE CLIPSECURE 48' 16 GA U•CHANNEL BRACE (8' TO 14' POST) TO POST AND RAFTER' WITH (4) #12-14 x 3/4' BRACE ANGLE SHALL BE MIN. 45° SDPs, (2) ON RAFTER, TO MAX. 60' FROM HORIZONTAL i TSRAFTER POST ON POST SIDE EXTENSION 8_nt�EWPOST DETAIL 13 , POST /LEAN-TO RAFTER CONI. DETAIL J Not To Scale BECHTOL` IN E I 'A N AN m' G, INC. TS LEG POST TS LEG POST �� S0 • ° i TS POSTS CIS No. 64 •'. TS RAILS W- TS BASE RAIL Florid9le �4 E. OF O FLOR��•'�� JA a •,��FSS'ONp,L \�.. TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE s°a w w O% x x w E A A A A A F1 Pl 4r A w, ;'SEE;E ENERAL NOTE Ro i2,;SlIEETj1 oF'6. GIRTS (Typical) / �`4w u-s i i� REVO-WED FOR CODE COMPLMKICE ST. U MCOUNTY i• S O1J SEE TABLE i OPENING FOR SWINGING DOOR OPENING FOR SWINGING DOOR SHEET WITH NONSTRUCTURAL HEADER 1-1T2. 18 GAUGE FURRING CHANNEL FASTENED TO WITH NON-STRUCTURAL HEADER EACH RAFTER WITH (2) N12--14 X 314' SELF -DRILLING 1 O1 0—FF6 FASTENER SPACED NOT."ORE THAN 48. O.C. 17 MAX. OPENDIG FOR ROLL -UP DOOR WTH TYPICALENQ --�; .�,� PLA 1Zli1�LL 0i?ENINGSveOSfilf7AFTERI&IkT=FRQMING PLAN BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR GIRTS (TNPi--Q I If If g q SEE TABLE 1 SHEET 1OF6 8 3 ci 0 71 5 17 MAX. OPENING FOR ROLL -UP DOOR %MTH STRUCTURAL HEADER 4 a 3 5 10 4 3 a q JI 5 OPENING FOR V194DOW VMH NON-STRUCTURAL HEADER LENGTH VARIES DEPEND6IG ON NUMBER AND WINDOW RAIL AHD SPACING OF RAFTERS (A aDv`callo to Ena vra s) TYP CALP.Q90METEEz[G1R Ff INS PL r BOX SAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR iA� — ML—We1 -iA� � Mr—W.1 TYPICAL SIDE ELEVATIONI.-�,,�, tw � _�.--_. \-k ,UECNA,/�% INC. 605NUE 20 DEI.gN ORI327Ce •• -qi Thorne'Irl Fbrid� a o. •�Cj �i '•. FLO .•'' �lFFSS ���fff III►►�`�