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HomeMy WebLinkAboutConstruction Plans., FBC APPROVED PRODUCTS LIST � MAXIMUM ALLOWABLE WIND SPEED r/IBLE 9 - RAFTER FRAME, END POST, GROUND ANCI4OR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING QA ON -CENTERS ALONG RAFTERS OFt PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. & DATE EXPIRATION DATE OPEN ENCLOSED PARTIALLY ENCLOSED WIND ULTIMATE NOMINAL MAXIMUM POST/RAFTER AND POSTS OR GIRTS PURLINS, (INCHES) INTERIOR POSTS/RAFTERS END POSTS/RAFTERS RISK CATEGORY EXPOSURE CATEGORY WIND SPEED (MPH) WIND SPEED (MPH) SPACING (FEET) STRUCTURAL COMPONENTS ROOF DECK CARPORTS, INC. 26 Gauge 26 Gauge AG Panel F /10/1 1-R5 10/10/17 04/05/27 180 180 180 I C 110 TO 150 89 TO 116 5.0 6 6 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. 26 Gauge AG Panel FL6702.1-R5 10/10/17 03/14/27 180 180 180 151 TO 180 117 TO 139 4.0 6 6 STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS, INC. 16x8 Flood Vent FL29622.1 05/15/19 .09/01120 NIA N/A NIA 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 puriins. EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY Series 402-14 FL 01/29/18 3 R7 9/18 09/14/20 NIA 139 138 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 Pilch). Spacing requirements for other roof heights and/or slopes may vary. GROUND ANCHOR SCHEDULE EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY Series 407 FL17996.5-R1 01/29/18 09/14/20 N/A 165 147 METAL CARPORT INSTALLATION PLANS h ULTIMATE WIND SPEED m P) EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. Model 203 (12' Max. Width) FL8888.1-R5 10/07/17 12/31/20 N/A 180 174 110 120 130 140 150 160 170 180 AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS 12 - ' EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (12' Max. Width) FL16806.1-R4 06/18/19 11/11/20 N/A 158 138 a) 14 16 f 30' Anchor cl - Defad `1D J . FOR CONSTRUCTION IN THE STATE OF FLORIDA WINDOWS EXTERIOR DOORS EXTERIOR DOORS EXTERIOR DOORS SINGLE HUNG ROLL -UP ROLL -UP ROLL -UP MI WINDOWS AND DOORS Model 185 SH CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door - 8' Wide CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door -10' Wide CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door -16' Wide FL17499.1-R5 03/27/19 FL16806.2-R4 06/18/19 FL16806.4-R4 06/18/19 FL16806.3-R4 06/18/19 10/17/23 11/11/20 11/11/20 11/11/20 N/A N/A NIA NIA 175 180 180 155 157 180 172 133 = 0 C9 18 20 22 a ' PREPARED FOR: CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY.• BECHTOL ENGINEERING AND TESTING, INC, 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 f + 48° Ancher Detail 1C z 0 24 5 ca 26 28 30 3".,a `460' Anchor`i Dela°I IC - DE"FAILS 1C AND 1D SHOWN ON SHEET 4 nF F NOTES: 1 DOORS AND VANDOWS SHO%%'N r.1AY BE SUBS T ITU rED FOR DIFFERENT PRODUCT 1 INES AND;OR MODELS. PROVIDED THE FOLLOWING CONDITIOP:S ARE ".!E r A PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL B COMPONENTS ARE INSTALLED AC;CORDING TO MANUFACTURER'S INS M.I AT ION RE URIEMENTS 2 FRA?.IING CONNECTIONS FOR DOOR ^,ND WINDOW FRAMES 11MMAIN IIIE SANE FOR SUBS TI rUIED PRODUCTS HEADERS AND WINDOW RAILS I.LA'i BE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE SUBSITTU TED 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. 2. THESE STRUCTURES ARE DESIGNED AS NON-FIABIIABLE UTILII Y/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORLING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS- IMPROVEMEN IS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS L151" (THIS St IEE7), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., WHICLI EXERT ADDITIONAL LOADS ON THE STRUCTURE. SI IALL BE AT THE OWNER'S RISK BECHTOI ENGINEERING AND TESTING. INC, SHAD NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO TFIE APPLICATION OF ADDITIONAL LOADS 3, ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4, ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND Si IALL MEE 1 TI IF DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT TFIE LOCATION OF THE BUILDING WITI ul,j TI iE STATE OF FLORIDA. 5, ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. 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 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. Z 111:101" I ` O(adis 7, BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" 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 112" 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. mYC., ( ), _ `, 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. REVIEWED FOR 12GAFRAMING: 2-1/4"x2-1/4"TSWITH 2"x2"TSNIPPLES. CODE CC)PLIANCE 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 E E A B ®�i`p�p•� OPENINGS SET WITHIN 1-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC APPROVED PRODUCTS LIST SHALL BE OO� � O EW ® Y EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. 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 (2017). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. BE4'1�f0�`>it�• , • •G AN E3$ING. ING. 605WE �DI�,lNY01tICAVENUE DEAN I,ORIDA 327 n R T id'WfAdI1pt E. OF' Z FlorldS�se' • \ � SS10NN� //11111111� CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/20120 BEG'HTOL ENGINEERING�x mkb w� NTS - AND YES77MG, Ina onsutra aartat w+. ar,szrs�+rw.�: a u�rcJin terra erg TB SHEET 1 OF 6 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING a HORIZONTAL ROOD BOW FRf-AMR RAFTER UTILITY BUILDING - HORIZONTAL ROOF FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR — — — — - _ — Asa licab!e Asa icaVe ( PP ) ( PW - - — (As applicable) (As applicable) r ENCLOSED LEIIGTH VARIES TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE OX -AE�FRAME RACER�OP'E C�,IPOR= 1 fOF1141T . lo�Ril�il� - OX�EAVE-ERAM�=RAF1'IeR_ _Lf�SED�I�L'DO_ _ E{tRIZONAL.R®®1= [fX_E111;E FRAtti(I�FfFTI�R. U1 Ila{TY t�1�9 {: Ot s� _ , 7� _, ��► -. _ IVY _._f .,_ _ _ : cN�/'+ _ FLOOD VENT (As applicable) ROLL -UP DOOR~" SWINGING DOOR ROLL -UP DOOR -SWINGING DOOR (As applicable) (As applicable) (As applicable) (As applicaUe) ------------ ENCLOSED LENGTH VARIES _ -_-- _—� -- ,, TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BOX SAVE FRAME RAFTER OPEN CARPORT o VERTICAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG o VERTICAL ROOF BOX SAVE FRAME RAFTER UTILITY BLDG o VERTICAL ROOF FLOOD VENT (As applcable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR 1 (As applicable) (As applicable) I f i ( (As applicable) (As applicab!e) 1 - . _ ENCLOSEO LENGTH VARIES - --� — :=-f --­----------- 1= TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE �N t NC AI�TaYINO, INC. BPvillh YVYORKAVENUE - LORIDAA 327�QQKK33;�a�a a (iatti(iceloofAvOr�t.O@�Ntf� ': 'j� r , P.E. Flofi5a No. ���� '• \�; EVIE E®F REVIEWED F Iry \N CARotIJ , ) s bR` S, INC. 00®E CO PLC '��� GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TY TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL BOX EAVE RRT4jPDUEL I 1 NOT TO SCALE _ f� BECUTOL ENCG�NEERING " " mkb " 01/20/20 ""E NTS ®C _= AlJD YES TING, Ina �� oae�anaGORaerur,ur.4r�rv�.iwur�vamrv�orti� lb T13 G20001 SHEET 2 OF 6 26 GA- GALVANIZED METAL ROOF PANELS 26 GA. GALVANIZED METAL ROOF PANELS 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S FASTENED TO RAFTERS PER MANUFACTURER'S TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS 12 Q3 2 12 �3 1-1/2' 18 GAUGE FURRING 4 CHANNEL (PURLIN) GA U-CHANNEL BRACE 24' 16 GA U-CHANNEL BRACETENED TO RAFTER WITH FASTENED TO RAFTER WITH jFASTENED 12-Id x 3/4' SDF's AT 0 (2) #12.14 x 3/4' SDFs AT 24' 16 GA U-CHANNEL BRACE 724'16 H END (4 PER BRACE) =EACH END (4 PER BRACE) FASTENED TO RAFTER V47H w(2) 012-14 x 3/4'SOPs AT IR SPAN ON S'tiuLE RAFTER ,- 2d'7.L+\i!!U!.f RAPIER SPJi 077 S;77pLE RAFI EFt EACH END (4 PER BRACE) N RE000 RESA TRUSSEDR4F`I[R � >21 TO Y RAFTER SPJ.77 REOUTRES A TRUSS£O RAFTER'.R 0`I TH"$ SHEE'T 4 `- AS SHp1.:I O:: TH1554--ET 1 21' S'AXR.'UL! Ri.F1EP. SPn77 O'i SC:G;.E f'v:FTER <. TO&7 RAFTER SPANRECUIRESA TRUSSED RAF TER A$ SftC`, :: 07F TTil-, SHEE f TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON AND SPACING OF SEE TABLE 1 SHEET LENGTH VARIES DEPENDING ON SEE TABLE 1 SHEET 1 OF 6 TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME TYPICAL RAF,T-E,R/P.,OSTi-FRAtyIING,P.LEA1tJ BOX SAVE NOT TO SCALE OXTO:SCALE" "° SEE SEE TABLEI TABLE 1 OPENING FOR SWINGING SHEET SHEET DOOR WITH NON-STRUCTURAL %T� r 1 OF 6 1OF6 HEADER s 17 MAX. OPEMNG FOR ROLL -UP DOOR WITH STRUCTURAL 10' (TYPICAL) F(OUSTRUCTURAL HEADER TYPICAL SIDE WALL OPENINGS FRAMING PLAN. Acab!e toE WRAIL (Also aF•1•_cab:o b Eni Wes) NOT TO SCALE OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE vi a-ec,;rca 12'l:AX. OPEHL`IG FOR 1'axuit• S1RCT FJG ROLL -UP DOORi'ATH TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x aW SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. 9 4 SEE TABLE 1 SHEET 1 OF 6 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE i-6' TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE 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 OPTIOi 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) ,��111111111,. 24' 16 GA U-CHANNEL BRACE (V TO 7' POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 30' LD TO MAX. 45° FROM HORIZONTAL S FULL 6' WELD BOTH SIDES 6' 2 F- -- 5' WELD ALL WEB �I E ED CONNECTIONS, 80TN SIDESV E C® P C E G� F - TsU CO NITY ®PTGO 'PrL24' 1"-TO.30'TRUSSEDRhI=T�E'RB:QXi[AtfE LEAN-TO FI_KLAN NOT T&f C�1LE' `-' NOT TO SCALE TS TRUSSED RAFTE OR NON-STRUCTU TS END POST OR DO WINDOW FRA7,1E PO TS BASEANINDO NON-STRUCTURA GA IF ROLL -UP DOO A----i TALL 1/2' x MINIMUM 5' TAPCON REDHEAD LOT HOR OR 1/2' x MINIMUM 5.1/2' EXPANSION ANCHOR OUGH BASE RAIL WITHIN 6' OF EACH i TER POSTS ALONG SIDES AND EVERY END LL POST ALONG END WALL SECTIONS r 41' MINIMUM 1---2- MINIMUM 2-11/2' EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN,) REINFORCED WITH 2 #5'$ CONTINUOUS 81 _ CONCRETE BASE RAIL ANCHORAGE Not To Sca'e DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 10 DIAMETER THROUGH -BOLT MINIMUM 4' CONTINUOUS 4' CONCRETE PAVEMENT EYE ANCHOR 1E CONCRETE BASE RAIL ANCHORAGE 18E Not To Scare (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) R CHIRDRALHEoR/ ST2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) W RAAND RAFTER CHORDIRAIL WITH L HE(4) N12-14 x 3/4'SDFs, (2) ON R FTOP 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. 2' WASHERS TS CONTINUOUS BASE RAIL (SEE GROUNDA`1CHOR SCHEDULE, SHEET 1 OF 6, FOR REQUIRED ANCHOR) POST TO RAIL, TRUSS CHORD, OR NON-STRUCtURAL HEADER CONN. DETAIL 4 Not To Scale INSTALL 1/2' x MINIMUM 5' TAPCON REDHEAD LOT ANCHOR OR 1/2' x MINIMUM 5-1/2' EXPANSION ANCHOR DRILL 5/8. HOLE THROUGH THE THROUGH BASE RAIL WITHIN W OF EACH BASE RAIL AND SECURE TO RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 1/2' DIAMETER WALL POST ALONG END WALL SECTIONS THROUGH -BOLT 6' MINIMUM 2-1/2' EMBEDMENT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE 2' WASHERS TS CONTINUOUS BASE RAIL LLLJ I EYE ANCHOR 5/8' ROD 48' LONG _ ` WITH W HELIX OR 5/8' ROD 60. LONG (SEE GROUND ANCHOR MINIMUM 4' WITH 7' HELIX, SCHEDULE, SfIEET 1 OF 6, AS APPLICABLE FOR APPLICABILITY) CONTINUOUS 4' CONCRETE PAVEMENT CON RED:BAS:CRfll1 A(�`J:CH`OhAGE . - - 1.D< _ _ BASE RAIL DEEP ANCHORAGE Nb(io Scale (OPTIONAL RP OPEN CARPORTS ONLY) 1 C Not To Sca'e 24' 16 GA U-CHANNEL BRACE (S TO T POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60• FROM HORIZONTAL NIPPLE TO\ 3/ 6' RAFTER /� RAFTER 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDPs RAFTER POST � BOX M-MORAFFTE 1POS `D�T�AIL �NotToScale TS RAFTER POST 1-1/2' x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 3/4' SDF's, (2) ON TOP, (2) ON SIDE TS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To Scale NO SCREWS REQUIRED IN BOW BEND 5' 9-1/2' 6' - 1 • 3' TS BOW RAFTER DRILL 518' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER THROUGH -BOLT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE WASHERS TS CONTINUOUS BASE RAIL EYE ANCHOR U (SEE GROUND ANCHOR 5/8' ROD 30' LONG SCHEDULE, SHEET 1 OF C. WITH DBL 4' HELIX FOR APPLICABILIIN') 24' 16 GA U-CHANNEL BRACE (5'TOT POST) 48' 16 GA U-CHANNEL BRACE (V TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 6W FROM HORIZONTAL NIPPLE TO BASE RAIL 3• `6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 314- RAFTER POST SELF -DRILLING FASTENERS BOW RAFTER/POST DETAIL �rt) Not To Sca'e TS POST 2' x 2' x 2' 16 GAANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH (4) #12-14 x 3/4' SDF'S (2) ON TOP OR BOTTOM, (2) ON SIDE TS NON-STRUCTURAL HEADER TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIR,. ;P N§ TAIL Not To Scale CODE COMPLIANCE ST■ L UCIE COUNTY BOCC BASE RAIL ANCHORAGE 1 D / Not To Scare 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 314' SDFs TS RAFTER POST TS CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL % Not ToSca:e 13E G 6OSWY�pI$TING, INN. S AE ODEQRA 32�720,}� Cet16'1i( of p JU 17tQ t i� • t P.Euj Fiorito No . piE *% FLOR0', 11 CAROL.INA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA T I? O/20 QECHT®b ENOI1NEERINGr ° mkb ""e N S AND TC817NG, Ina maur+�amcoeani or,xr Lvru uoiamuarcmnour�� �� lb �•' G20001 TO SHEET 4 OF 6 2'x2'x2' 16 GA ANGLE CLIP SECREUTO POST AND RAFTER WITH (4) #12-14 x 314- SDF's, (2) ON BOTTOM, (2) ON SIDE OR 2'x4' 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4' SDFs, a (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL Not To Scale 1-1/2' x 1-1/2' x 2' W GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 314' SDFs (2) ON TOP, (2) ON SIDE TS RAFTER POST 1-1/2' x 1.1/2' x 2' 16 GACLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4' SDFs, (2) ON TOP, (2) ON BOTTOM TS GABLE RAIL GABLE RAIL TO RAFTER POST CONNECTION DETAIL Not To Sca'e 2-1/4' FOR 12 GA FRAMING 2-1/2' FOR 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12.14 x 3/4' SDF'S AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale NIPPLE DBL. HC 'S NIPPLE ACH WITH x 314' -LING FASTENERS GA TS POST $ RAFTER POST/DBL. HEADER DETAIL Not To Scale 1.1/2' x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 314' SI TOP AND BOTTOM �- 1-1/2' x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12.14 x 314' SDFs, (2) ON TOP, (2) ON BOTTOM 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 314' SELF -DRILLING FASTENERS RAFTER POST AFTER POST VG TS NIPPLE RE WITH (4) #12-14 x 314' DRILLING FASTENERS , DOUBLE TS HEADER NIPPLE TO DBL. HDR. RAFTER POSTMEADER DETAIL Not To Scale NIPPLE TO RAFTER TS RAFTER 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 314' SDFs, 24' 16 GA U-CHANNEL BRACE (5' TO T POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) GABLE RAIL BRACE ANGLE SHALL BE MIN.45' TO MAX. 60• FROM HORIZONTAL GABLE RAIL TO RAFTER POST CONNECTION DETAIL 1 B Not To Scale 1-112' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SDF SPACED NOT MORE THAN 48' O.C. 26 GA. METAL ROOF PANEL RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale TS LEG POST TS RAILS TS BASE RAIL 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 314' SELF -DRILLING FASTENERS 12 GA TS POST TS BASE RAIL 6' NIPPLE TO (7 \ BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL � Nol To Scale TS RAFTER POST 6' 6' LONG TS NIPPLE SECURE WITH (4) #12-14 x 314' SDFs 2'x4' 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) N12-14 x 314' SDFs, (2) ON POST, (2) ON RAFTER 'TS LEAN-TO RAFTER TS RAFTER POST SIDE EXTENSION 12 RAFTER/POST DETAIL Not To Sca'e TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE REVIEWED FOR CODE COMPLIANCE SEE GENERI�L F v,( CIR-I '6�tUcN TY fBOCC 21x2"x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4' SDF'S, (2) ON RAFTER, (2) ON POST POST / LEAN-TO RAFTER CONN. DETAIL Not To Scale 605 Florida INC. GIRTS (Typical) SEE TABLE 1 OPENING FOR SWINGING DOOR SHEET WITH NON-STRUCTURAL HEADER 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO OPENING FOR SWINGING DOOR 1 OF 8 EACH RAFTER WITH (2) 912.14 x 314' SELF -DRILLING WITH NONSTRUCTURAL HEADER ,f 6' FASTENER SPACED NOT MORE THAN 48' O.C. 17 MAX OPENING FOR ROLL -UP DOOR WTH TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE U 0 -v BOX SAVE FRAME RAFTER ENCLOSED BLDG e VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE GIRTS (Typical) "rI�I�I�I�I�I��I�I�I�I w�I-I-I�I�I�It�l�l�l�l _ 0 I 0 o ,• •• ' T DOOR, I v 0iIL ►PI� WA A© 0 ' LENGTH VARIES DEPENDUNG 0)1 NUMBER i At1D SPACING OFRAFTEno TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX BAVB FRAME RAFTER UTILITY BLDG e VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR ,A� .—H wei ,ems TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY B®CC OPENING FOR M IDOVA' H NON-STRUCTURAL HEADER AND VINDOW RAIL (Also app,cab!e W ErA Wo.$) MISITTM �1NG'X Ti(SYING, INC. 665Y AVENUE i bA3272 •' �C Tlw la tol, • Florida 0.385�8