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Home My WebLink AboutMETAL CARPORT INSTALLATION PLAN & DETAILSe FBC APPROVED PRODUCT -;ST APPROVAL MAXIMUM PRODUCT CATEGORY SUBCATEGORY MANUFACTURER ALLOWABLE Nb. & DATE WIND SPEED STRUCTURALCOMPONENTS ROOF DECK CAROLINA CARPORTS, INC.' FL65 . 96:1-R5 180 80 26 Gauge -AG Panel 10/10/17 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 -180 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS FLOOD VENT FLOOD- FLAPS, LLC FL17381.1-R2 NA 8x.16 Flood Flap 10/03/17 EXTERIOR DOORS SWINGING ELIXIR DOOR AND MEtAL.c6mPANY FL11996.3 139 Series 402-14 09107/15' EXTERIOR DOORS SWINGING ELIXIR DOOR AND . METAL COMPANY FL17996.5 00 Series 407 09/07/15. EXTERIOR DOORS ROLL: -UP ASTA INDUSTRIES INC. FL8889.1-R5 180 Model 203, 10/06/17 WINDOWS SINGLE HUNG. POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2-R4 139 Model 100 VS 01/01/16 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS F(17499.3-R2 180 Mode[ 185 SH 12129117' TABLE RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS PR MAXIMUM PURLINS, AND POSTS OR GIRTS (INCHES):� WIND ULTIMATE NOMINAL POST/ RAFTER INTERIOR END - kisk EXPOSURE WIND SPEED WIND SPEED SPACING CATEGORY CATEGORY'- (MPH) (MPH)- (FEET) POSTS111AFTtR8 POSTS/RAFTERS 110 TO 150 89 TO 116 5.0 C 151 TO 180 11.7 TO 139 4.0 6 6 NOTES: 1.'Sp9cificatiohsapplicable to 26 gauge metal roof and wall panels fastened directlyto 12 or 14. gauge steel tube framing, or 18 gauge hat channel roof Oudifis. 2. Specifications applicable only for mean roof height of 20 feet or less, and -roof slopes of 7* to 27* (1.5 . 12 to 612 pitch). Spacing requirements for other roof heights and/or slopes may vary. ST. LUM Covsav itunMEN ION METAL CARPORT INSTALLATION. PLANS AND DETAILS REVIEWEDFORCOIWAND REVIEWE B FRAMING AND D FASTENER SPECIFICATIONS CATIONS DATE PLANS AND PE T MUST E KEPT ON JOB INSPECTION U� I ��E i7 OR" INSPECTION WILL �_NZIAV. THESEPLANS . AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT SCANNFM MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPUCA'BLE CODES. St Lucie Cdaw CONCEALED FASTENERS OR ATTACHAMS ARE THE RESPONSIBUTY Of THE CONTRACTOR OFRECORD.� GROUND.ANCHOR'SCHEDULE :.ULTIMATE WIND:SPEED (Mph). 110:.120130':140.'150.160 170-180 12 14 3�07_An hot, . Q. 16 18 i� Ic eai lb L :20: 22 48" Peta Anchor Z 24 M 26 28 30 60"Anchor' Detail I C DETAILS 1 C AND 1 b SH6WWONSHtET 4 OF 5. FOR CONSTRUCTION. IN THE .,STATE OF FLORIDA PREPARED FOR. CAROLINA CARPOIRTS, INC. P.O. EIOX'V6.3 DOBSON, NORTH CAROLINA 27017 PREPARED BY.• BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authori2ption No. 0000549.2. THIS IS TO CERTIFY THAT THE CALCULATIONS S AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED REPARED . BY THE - N . 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 R . WIQNICFITHE FLORIDA BUILDING CODE. 605 38536 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. LU 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 3/4"SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6"O.C. AVERAGE. Florida Lee sTge Or 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12 -14 x 314"SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. I LU 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-WI AXWI .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH-ASTM C1 1 . 16. " W, FILE CO 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, EXCEPT AS SHOWN ON DETAIL I E, SHEET 4 OF 5, WHERE BASE RAIL IS FLUSH WITH EDGE OF SLAB. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. CAROLIN A CARPORTS, INC. 9- POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) (FBC FE 2017) - RESIDENTIAL, AND SECTION 1816.1 01/02118 OF THE FBC FE 2017 - BUILDING. BECHTOL ENGINEERING P=- MKB AV AND TES77MA ft. NfS 11. 14 GA FRAMING IS 2-1/2"x 2-1/2" TUBE STEEL (TS). NIPPLES ARE 2-1/4"x 2-1/4" 12 GA TS FOR 14 GA -FRAMING. 12 GA FRAMING IS 2-1/4"x 2-1/4" TS. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING. coxsnm. . VMvdftff#4 " Umms MMM ENMXMS RR G18001 AN' TB SHEET 1 OF 5' GENERAL -NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCERESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET.BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE. OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE; AND INSTALLATION OF DOORS; WIN . DOWS OR OTHER. COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST ON THIS SHEET, AND NOT PR6viQIEb AND INSTALLED BY CAROLINA CARPORTS, INC. SHALL BE AT THE OWNER'S RISK BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE'OR FAILURE DUE TO THE APPLICATION N OF ADDITIONAL LOADS OF NON APPROVED COMPONENTS. BOW FRAME RAFTER aa._ _ .`4 CARPORT - HORIZONTAL ROOF _ BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY fl" '° .DING -HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR R6' (As applicable) (As applicable) (As applicable) (As applicable) c ENCLOSED LENGTH.VARIES TYPICAL SIDE ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL END ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TOSCALE NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) (As applicable) f, 6• �+6 4--6' 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 EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF I BOX EAVE FRAME RAFTER ENCLOSED BLDG -VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING. DOOR (As applicable) (As applicable) (As applicable) .(As applicable) — _ i I ENCLOSED LENGT VARIES _ TYPICAL SIDE ELEVATION TYPICAL END ELEVATION jTYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE TO SCALE- NOT TO SCALE NOT TO SCALE' NOT TO SCALE ]NOT BECHTOL EtljfatIFES IIQG. 605 WEST NEV V( NUE DELAND, FLO 0 Ceocate lion No. 853 C",_*. Thomea B Florida License STATE OF CAROLINA CAROL, ,CIA\\'. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION mU/ 01/02/18 NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOLENGINEERM O1A "� MKB "� NTS AND TES77N0, Ina eaut.uLm o cEormMu u ww onuww AND Wmuus ttsngo wags o� RR "m n 018001 a.eaww� mNaacm= n'n'°"°` TB SHEET 9 OF 5 26 GA. GALVANIZED, L ROOF PANELS FASTENED -26 GA. GALVANIZED METAL ROOF PANELS FASTENED 26 GA: GALVANIZED METAL ROC ELS FASTENED TO RAFTERS WITH I'>u_ x 3/4" SDPs WITH CONTROL :' 70 RAFTERS WITH #12-14 x 3!4" SDPs WITH CONTROL. TO PURLINS WITH #12-14 x 3/4 �, ,,/ITH CONTROL -, SEAL WASHER.@ AVERAGE 6'.O.C. SPACING SEAL WASHER@ AVERAGE 6" O.C: SPACING SEAL WASHER @AVERAGE 6 O C. SPACING 12 • 2 Q3 . 12 2 3 Q 1-1/2° 18 GAUGE FURRING 1t 4. 4 CHANNEL (PURLIN) 5 .. - 2 - 24":16 GA.U-CHANNEL _BRACE 24° 16 GA U=CHANNEL BRACE 4 FASTENED TO RAFTER WITH _ FASTENED' TO RAFTER WITH (2) #12-14 x.3(4" SDPs AT cs (2) #12=14 X 3/4° SDPS AT 24" 16 GA U-CHANNEL BRACE W EACH END:(4 PER BRACE) _ EACH END (4.PER BRACE). _ FASTENED TO RAFTER WITH SEE E w W (2) #12-14 X 3/4" SDPs. AT TABLE-1 24' MAXIMUM RAFTER SPAN ON SINGLERAFTER 24' MAXIMUM RAFTER SPAN ONSINGLE RAFTER - - !AFTER EACH END 4 PER BRACE ( ) SHEET >24' TO NY RAFTER SPAN REQUIRES ATRUSSED RAFTER 1 O >24' TO 30' SPAN REQUIRES A TRUSSED RAFTER _ t - 1 0F5 .0 F AS'SHOWN ON THIS SHEET .. � 4 - AS SHOWN ON THIS SHEET 24' MAXIMUM RAFTER. SPAN ON SINGLE.RAFTER R. � - >24`TO W RAFTER SPAN REQUIRES A -TRUSSED SED RAFTER - 1 w 0 AS SHOWN ON THISSHEET - 4 TYPICAL TYPICAL INTERIOR RAFTER/POST. INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME FRAME. SECTION = BOX EAVE = HORIZONTAL ROOF .. TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO.SCALE NOT TO.SGALE _ TY PI -AL—INTERIOR NOT TO SCALE RA'F�TESI FRAME SEC—TION VER LICiQL ROOF NOTTO SCALE 1-1/2°.18 GAUGE FURRING CHANNEL FASTENED LENGTH VARIES DEPENDING ON TO EACH RAFTER WITH'(2) #12-14 x 3/4"SELF-DRILLING NUMBER AND SPACING OF RAFTERS FASTENER SPACED NOT.MORE.THAN 4e O.C. if SEE.. SEE . SEE TABLE 1 TABLE 1 SHEET SHEET 1 OF5 i 3 1'OF5 3 . _ - q 3 HHE�T LENG VARIES DEPENDING ON NUMBER ANDSPACING.OF RAFTERS TYPICAL RAFTER/POST FRAMING PLAN : BOW.ERAME TYPICAL. - TYPICAL BOX -EA VE RAFTER GABLE END FRAMING.PLAN NOT TO SCALE — — _ 6ST/RAFTER FFTAMING PLANSVERTIGAL R - - OOF � NOT TO SCALE NOTTO SCAL . a` SEE " OPENING FOR SWINGING - TABLE.1 - SHEET . 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED DOOR WITH NONSTRUCTURAL Z.. 1 OF 5 FULL 6� WELD TO EACH. RAFTER WITH (2) #12-14 x3/4" SDF HEADER 5 BOTH SIDES SPACED NOT MORE THAN 48" O.C. s 4. 4 26 GA. METAL ROOF. q- 4 . 4 4 4 PANEL 12' MAX.OPENING. 6 _ FOR ROLL -up DOOR .. - .. q . 4 - •WITH STRUCTURAL- HEADER. .... . oPENMGFoa NGNOGooH wHHMor} sw .6 410" FWE TYPICAL () 1 2'.MAX OPENING FOR - ROLL -UP DOOR WITH sraucTUPaL HHADER D ALL WEB 4. 4 g 5 q NONSTRUCTURAL . .. : . NECTIONS, SIDES TS RAFTER .. 4'4 - 4 _ 4 4 '4 . HEADER,' .. .. '. _ 4 A A' 4- BOTH DES - . :. ' OPENING FOR WINDOW WITH: ROOF PANEL ATTACHMENT - NONSTRuNDURAL HEADER • - - AND WINDOW RAIL TYPICAL '' - (ALTERNATE FOR VERTICAL ROOF PANELS) TYPICAL SIDE WALL.OPENINGS FRAMING PLAN _ .. (Also apyficabletoEnd ....... �� END WALL; OPENINGS. POSURAFTER FRAMING. PLAN_-, OPTIONAL 24-1 TO 30 TRUSSED RAFTER, --BOW No4TOSoale NOT TO SCALE ' NOT TO SCALE. NOT TO SCALE 1.1111 :. BECHTOL EN IN d�N�7 I C. LENGTH.VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS. SEE TABLE 1 SHEET' 3 1 OF 5 4. TYPICAL RAFTER/POST FRAMING PLAN -BOX EAVE;. NOT TO SCALE . ' s : 605 WEST NEW DELAND: FLORIDA Q : •' ICE CeNficate of 6" 2" Autho .�" F ;7� FULL WELD BOTH SIDES � 4 13 6" — 24" 16 GA U-CHANNEL BRACE 2 12 GA FRAMING Flo de Ucahae N G. FASTENED TO RAFTER WITH q 2-1/2" FOR ^ (2) #12-14 x 314"'SELF-DRILLING. 14 GA FRAMING � '•, STATE OF •• � SCREWS AT -EACH END 5' • •� (4PER BRACE) WELD ALL WEB //�� pp ��tt pp //�� pp O I� .'.' \\ �/`gl��ll�/''► \ CONNECTIONS, 16 GAUGE U-C"NNEL BRACE �I/'i� /�� 4 4 4 4 BOTH SIDES FASTENED TO THE POST AND RAFTERWITH(2)#12-14x3/4"SDPS .' GENERIC PLANS FOR USE IN THEE Sfi/AIDff10'f}�LORIDA AT EACH END (4 PER BRACE) - ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION 01/02/18 TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) OPTIONAL 24'-1`' TO 30' TRUSSED RAFTER - BOX EAVE BRACE SECTION BECHTOL ENGINEERING 01 MICg' °G NTS mANDTFgl/ NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) NOT TO SCALE Not To Scale Ohm °� RR 1POL6 G18001 coOXMXG ¢m[cw+ DA. MaOlVaCk. 40 1MMMLS USMW PNGM M - . TB SHEET OF 5 A_1�_ '2" x MINIMUM 5-1/2". EXPANSION ANCHOR INSTALL 1/2° x MINIMUM 5-1/2" EXPANSION _; BASE RAIL WITHIN I 6- EACH RAFTER DRILL 5/8° HOLE THROUGH THE 2 b__ 7ERS DRILL 5/8 HOLE ...; JUGH THE ANCHOR THROUGH BASE RAIL WITHIN 6° OF ALONG SIDES AND WITHIN 6° OF EACH END' BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO EACH RAFTER POST ALONG TS CONTINUOUS ANCHOR EYEWITH 1/24. DIAMETER POST ALONG END WALL SECTIONS ANCHOR EYE WITH 1/2" DIAMETER THROUGH -BOLT BASE'RAIL THROUGH -BOLT MINIMUM2' MINIMUM MIN, 6" TOP OF ASPHALT PAVEMENT \ TOP OF ASPHALT PAVEMENT I OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE, MINIMUM 2-1/2' EMBEDMENT MINIMUM 2-1/2' EMBEDMENT 12" MINIMUM 4° MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #6s CONTINUOUS CONCRETE .BASE RAIL ANCHORAGE Not To Scale DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2" DIAMETER THROUGH -BOLT, 2" WASHERS .TS.CONTIN000S BASE RAIL ' (SEE GROUND ANCHOR MINIMUM 4" SCHEDULE, SHEET OF 5. FOR:REQUIRED ANCHOR) L CONTINUOUS 4" CONCRETE PAVEMENT EYE ANCHOR CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL.18) a S TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST TS BASE/WINDOW RAIL OR NON-STRUCTURAL HEADER 2°x2"x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 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. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale CONTINUOUS 4" CONCRETE PAVEMENT �pONCRETE BASE RAIL ANCHORAGE Scale (OPTIONAL -OPEN CARPORTS ONLY) 24" 16.GA U-CHANNEL BRACE (5' 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 ••'3/16° ' RAFTER RAFTER -6". LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4)'#12-14 x 3/4" SDF's RAFTER POST BOX EAVE: RAFTER/POST DETAIL Not To Scale 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' SDFs, (2) ON TOP, (2) ON SIDE "—TS CONTINUOUS BASE RAIL (-�END POST/BASE RAIL CONN. Not To Scale EYE ANCHOR u 5/8' ROD 48" LONG WITH 6" HELIX OR 5/8' ROD 60' LONG (SEE GROUND ANCHOR WITH 7' HELIX, SCHEDULE, SHEET 1 OF 5, AS APPLICABLE FOR REQUIRED ANCHOR) � C BASE_ RAIL DEEP ANCHORAGE l % Not 7o Scale BOW RAFTER NO SCREWS REQUIRED IN BOW BEND —\ —►{-5' 2" WASHERS " TS CONTINUOUS BASE RAIL EYE ANCHOR (SEE GROUND ANCHOR 5/8. ROD ROD 30' LONG SCHEDULE; SHEET 1 OF 5, WITH DBL 4° HELIX FOR APPLICABILITY) BASE _RAIL ANCHORAGE l 1 D % Nat To Scale 6" LONG TS NIPPLE . SECURE POST TO. NIPPLE WITH (4) #12-14 x 3/4° SDFs 4" 16 GA U-CHANNEL BRACE (5, TO. T POST) 487 16 GA U-CHANNEL BRACE (V TO 14' POST) TS RAFTER POST 9-1/2" BRACE ANGLE SHALL, BE MIN. 45° TO MAX. 60" FROM HORIZONTAL NIPPLE TO 3/16". BASE RAIL TS CONTINUOUS BASE RAIL 6' i 3". 3 6 LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH,(4) #12-14 x 3/4" TS RAFTER POST SELF -DRILLING FASTENERS 2B BOW RAFTER/POST DETAIL �POST/BASE RAIL CONN. DETAIL Not To Scale Not 7o Scale' TS POST 2" x 2" x 2" 16 GA ANGLE -CLIP SECURE TO POST AND.TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH (4) #12-14'x 3/4' SDFs (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 �A IL, OR GIRT TO POST CONN. DETAIL � Not To Scale 13ECHTOL ENGI Nd"Ll T ow WEST NEWT UE-""'•J�.,.y . DELAND. FLQLaD 720- of .. Certificate on No �O 3�8/53 % !/TAl Thomas 1 6lortda Lioens� ST fNAL ENG`�� 11111111 rm 1 i NIPPLETO 3/16' DBL. HDR. TS RAFTER POST 6' LONG TS NIPPLE o• SECURE EACH WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS 00 6' LONG TS NIPPLE r22' GA ANGLE CLIP SECURE EACH WITH " LONG TS NIPPLE TS POST POST AND (4) #12-14 x 3/4' 1/8: SECURE WITH (4) #12-14 x 3/4' TH (4) #12-14 x 3/4- SELF -DRILLING FASTENERS r� SELF -DRILLING FASTENERS N BOTTOM, x4PLATE 4'OU� i i TS BASE RAIL o 0 SECURE TO EACH SIDE OF TS END POST POST/RAFTER CONNECTION LE TS HEADER WITH (4) #12-14 x 3/4• SDPs, LJ J (2) ON POST, (2) ON RAFTER TS POST 3/16' NIPPLE TO DBL. HDR. END POST/RAFTER CONN. DETAIL Not To Scale 73ffW4%DFs 1-1/2" x 1-1/2' x2" 16 GA CLIP,ANGLE SECURE TO RAFTER ANDGABLE RAIL WITH (4) #12.14 x W4' SDF's, (2) ON TOP, 1-1/2"x 1-1/2) ON BOTTOM .CLIP ANGLRAFTER PORAIL WITH (2) ON TOP; (2) ON SIDE TS GABLE RAIL TS RAFTER POST GABLE RAIL TO RAFTER POST ,A CONNECTION DETAIL ~ Not To Scale #12-14 x 3/4" SDF @ 12" O.C. 3A. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA. galvanized steel with baked on epoxy primer & polyester top coat RAFTER_ POST/DBL. HEADER DETAIL. (-a') RAFTER POST/HEADER DETAIL Not To Scale 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 3/4' SDPs, TOP AND BOTTOM NIPPLE TO 3/16" 6' LONG TS NIPPLE RAFTER - SECURE WITH (4) #12-14 x 3/4' SDPs TS RAFTER 12" LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12=14 x 3/4" SDF s, 1-1/2' x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER -AND GABLE RAIL 'WITH (4) #12-14 x 3/4" SDPs, " (2)'ONTOP, (2)ON BOTTOM of '6' L . 24' 16 GA U-CHANNEL BRACE (5 TO T'POST) 6" LONG TS NIPPLE 48" 16 GA U-CHANNEL BRACE (6' TO 14' POST) SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 45° TO NIPPLE WITH (4) #12-14 x 3/4- TO MAX..60° FROM HORIZONTAL SELF -DRILLING FASTENERS TS RAFTER POST TS RAFTER POST SIDE EXTENSION GABLE RAIL TO RAFTER POST RAFTER/POST DETAIL CONNECTION DETAIL S Not To Scale Not To Scale - - ri TS POST — TS NONSTRUCTURAL — HEADER r-------------- II I II I II 1 II I' I I I SWINGING DOOR j (Size varies, see plan) DADSECTION Not To Scale #12-14 x 3/4' SDF @ 12" O.C. EXTERIOR • 3/16° NIPPLE TO BASE RAIL RAFTER POST/BASE 10 BASE RAIL CONNECTION DETAIL JNot To Scale rS RAFTER POST 2'x4' .16 GA PLATE (ONE REQUIRED) SECURETQ EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x-3/4' SDPs' (2) ON POST, (2) ON_ RAFTER /TS LEAN-TO RAFTER �2'x2'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 1.3 POST / LEAN-TO RAFTER CONN. DETAIL Not To Scale \��111111111/// .�` . R H BECWTOL Elul 44A@ Y NrIf1C. 605 WEST N6gVY VE DELAND, f�1Rl 0 ' Certlecate o tlon N 8538 Thomas Bed Florida I ICenW STATE OF �\ �� .••,FLORID .•' •� /ONAL