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Home My WebLink AboutEngineeringFBC APPROVED PRODUCTS LIST PRODUCT CATEGORY I SUB CATEGORY I MANUFACTURER IAPPROVAL I No. & DATE I WIND SPEED METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL20717.1 180 FOR CONSTRUCTION IN THE 14 26 Gauge AG Panel 10/13/16 16 D STRUCTURAL DAMAGE OR FAILURE DUE TO 18 THE APPLICATION OF ADDITIONAL LOADS. STATE OF FLORIDA STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL20727.1 180 22c / 26 Gauge AG Panel 10/13/16 PREPARED FOR: Z 0 24 p' �1 CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION, EXCEPT AS SHOWN ON DETAIL 1E, SHEET 4 OF 5, WHERE BASE RAIL IS FLUSH WITH EDGE OF SLAB. SEE GROUND ANCHOR SCHEDULE CAROLINA CARPORTS, INC. EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 139 P.O. BOX 1263 30 Series 402-14 09/07/15 DOBSON, NORTH CAROLINA 27017 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5 170 PREPARED BY: Series 407 09/07/15 BECHTOL ENGINEERING AND TESTING, INC. EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1 180 605 WEST NEW YORK AVENUE Model 203 05/31/15 DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2 139 Model 100 VS 01/06/16 WINDOWS I SINGLE HUNG I Model NDOW AND DOORS I FL10749 1 I 180 TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS WIND ULTIMATE RISK EXPOSURE WIND SPEED CATEGORY I CATEGORY (MPH) I IC 1101 TO 150 NOMINAL WIND SPEED (MPH) 89 TO 116 151 TO 180 1 117 TO 139 AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS POST / RAFTER (INCHES) SPACING INTERIOR END (FEET) POSTS/RAFTERS POSTS/RAFTERS 5.0 1 6 1 6 4.0 1 6 1 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) 110 120 130 140 150 160 170 180 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, 12 ELECTRICAL, INGRESSIEGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 14 30KI, 2 16 D STRUCTURAL DAMAGE OR FAILURE DUE TO 18 THE APPLICATION OF ADDITIONAL LOADS. 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 3 20hor 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 3/4" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER Q 6' O.C. AVERAGE. 22c / c� 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6' OF EVERY POST AND ONE WITHIN 6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL I6 ABSENT. Z 0 24 p' �1 CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION, EXCEPT AS SHOWN ON DETAIL 1E, SHEET 4 OF 5, WHERE BASE RAIL IS FLUSH WITH EDGE OF SLAB. SEE GROUND ANCHOR SCHEDULE 26 m 28 60" Anchor 30 Detail 1C DETAILS 1C AND I SHOWN ON SHEET 4 OF 5. 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, INGRESSIEGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) 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 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 OF ADDITIONAL LOADS. 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 3/4" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER Q 6' O.C. AVERAGE. 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. 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6' OF EVERY POST AND ONE WITHIN 6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL I6 ABSENT. NAi GROUND ANCHORS ARE NFT @@��04fX1 '}}"' p' �1 CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION, EXCEPT AS SHOWN ON DETAIL 1E, SHEET 4 OF 5, WHERE BASE RAIL IS FLUSH WITH EDGE OF SLAB. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR -SPECIFIC rrYPE- GROUND ANCHOR REQUIREMENTS. 8. CONCRETE EXPANSION ANCHORS SHALL BE 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 AND GABLE ENDS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUIL'NNG CODE FIFTH EDITION (2014) (FBC FE 2014) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2014 - BUILDING. 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 2-114"x 2-1/4" TS. NIPPLES ARE 2" x 2" 12 GATS FOR 12 GA FRAMING. 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, FIFTH EDITION (2014). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. .L��111111IIII1a GJ SS�ONAL �\\`� CAROLINA CARPORTS, INC. 6/20/17 BECHTOL ENGINEERING RR NTS AND TESUNG, inc. mwixc rEocW aMwbrtu. uo Wmws >anxc ucerQa "`° TB G17001 "`°°"`°' TB SHEET 737—s 5 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As eppliwbie) (As applicable) (As applicable) - 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 - 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) 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 BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL`R W 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) 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 BECHTOL l` Beowl, - _License N i r r RTATS Ur �,S' �� CAROLINA CARJ#O�N�C. TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION 5(20/17 NOT TO SCALE NOT TO SCALE NOT TO SCALEBECNTOL ENGINEERING t --RR NTS AND TESTING, Inc. "" G17001 I—TB I SHEET 2 OF 5 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH #12-14 x 3/4' SDPs WITH CONTROL SEAL WASHER @ AVERAGE 6.O.C. SPACING 12 TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON 12' MAX.OPENING FOR ROLL4 P DOOR WITH STRUCTURAL (TYPICAL) 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH 912-14 x 3/4' SDPS WITH CONTROL SEAL WASHER @ AVERAGE W O.C. SPACING 12 24.16 GA U -CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDPS AT EACH END (4 PER BRACE) 24' MAXIMUM PAF TER SPAN ON SINGLE RAFTER -24' TO N RAFTER SPAN REQUIRES A TRUSSED RAF TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON SEE TABLE 1 SHEET TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER TYPICAL SIDE WALL OPENINGS FRAMING PLAN NOT TO SCALE 24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) #12.14 x 3/4' SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) 6--4 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH 012-14 x 3/4' SDPs WITH CONTROL SEAL WASHER @ AVERAGE 6. O.C. SPACING c-1-12.18 GAUGE FURRING '24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) 012-14 x 3/4' SOPS AT EACH END (4 PER BRACE) 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER 44' TO 30' RARER SPAN REQUIRES A TRUSSED RAFTER AS SHOWN ON THIS SHEET TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 1-12' iB GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48" O.C. -e' 24'16 GA U -CHANNEL BRACE FASTENED TO RAFTER WITH (2)012-14x3/4'SDPs AT x EACH END (4 PER BRACE) -- - - – 2-12' FOR 3 4 24 MAXIMUMRAFTER SPAN SINGLE RAFTER LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS #4 1030' RAFTER SPAN REQUIRES A TRUSSEDED RAFTER TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON 12' MAX.OPENING FOR ROLL4 P DOOR WITH STRUCTURAL (TYPICAL) 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH 912-14 x 3/4' SDPS WITH CONTROL SEAL WASHER @ AVERAGE W O.C. SPACING 12 24.16 GA U -CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDPS AT EACH END (4 PER BRACE) 24' MAXIMUM PAF TER SPAN ON SINGLE RAFTER -24' TO N RAFTER SPAN REQUIRES A TRUSSED RAF TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON SEE TABLE 1 SHEET TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER TYPICAL SIDE WALL OPENINGS FRAMING PLAN NOT TO SCALE 24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) #12.14 x 3/4' SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) 6--4 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH 012-14 x 3/4' SDPs WITH CONTROL SEAL WASHER @ AVERAGE 6. O.C. SPACING c-1-12.18 GAUGE FURRING '24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) 012-14 x 3/4' SOPS AT EACH END (4 PER BRACE) 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER 44' TO 30' RARER SPAN REQUIRES A TRUSSED RAFTER AS SHOWN ON THIS SHEET TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 1-12' iB GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48" O.C. -e' TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE SEE TABLE i SHEET TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE WELD ALL WEB CONNECTIONS, BOTH SIDES TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOTTOSCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW BOTH SIDES ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) NOT TO SCALE 14 2-1/4' FOR 12 GA FRAMING -- - - – 2-12' FOR 3 4 SEE TABLE 1 SHEET 10FS LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE SEE TABLE i SHEET TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE WELD ALL WEB CONNECTIONS, BOTH SIDES TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOTTOSCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW BOTH SIDES ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) NOT TO SCALE 14 1-12' 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 ,LN{IIII,fill4. BECHTOL 16 GAUGE %OHANNELBRACE CAROLINA FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3M'SOPS AT EACH END (4 PER BRACE) BECHTOL ENGINEERING BRACE SECTION mmv� AND TESTING, in. Not To S.I. FraRUFcu. UTnwYbP4 uP Wnwus imFlc CVLIm6 TB "G17001 —TBSHEET3OF5 2-1/4' FOR 12 GA FRAMING -- - - – 2-12' FOR 1-12' 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 ,LN{IIII,fill4. BECHTOL 16 GAUGE %OHANNELBRACE CAROLINA FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3M'SOPS AT EACH END (4 PER BRACE) BECHTOL ENGINEERING BRACE SECTION mmv� AND TESTING, in. Not To S.I. FraRUFcu. UTnwYbP4 uP Wnwus imFlc CVLIm6 TB "G17001 —TBSHEET3OF5 INSTALL 1/2'x MINIMUM 5' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER/BOW POSTS ALONG SIDES OR INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS MINIMUM 2-1/2' EMBEDMENT ONOLITHIC CONC. FOOTING (2600 PSI MIN.) REINFORCED WITH 2 #5's CONTINUOUS 1A COTO NCRET(A)SE RAL ANCHORAG DRILL 518P HOLE THROUGH THE Al -BASE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER TS CONTINUOUS THROUGHSOLT� BASE RAIL (SEE GROUND ANCHOR SCHEDULE, SHEET I OF 5, FOR REQUIRED ANCHOR) — CONTINUOUS 4' CONCRETE PAVEMENT EYEANCHOR �1 CONCRETE BASE RAIL ANCHORAGE 1E Not TO Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 18) TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TSENDPOSTORDOOW / WINDOW FRAME POST TS BASE/WINDOW RAIL OR NONSTRUCTURAL HEADER 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 3/4' SDPs, (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 INSTALL 1/2"x MINIMUM 5' EXPANSION ANCHOR DRILL 5/8" HOLE THROUGH THE THROUGH BASE RALL W NIN 6 -OF EACH BASE RAIL AND SECURE TO RAFTER POST ES AND INSIDE ANCHOR EVE WITH I2'DIAMETER EVERY OTH_ END WALL POST ALONG END THROUGH -BOLT 2.1/2' EMBEDMENT 0 MINIMUM 4'J CONTINUOUS 4' CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE Not To I 24' 16 GA U -CHANNEL BRACE IS TO T POST) 48' 16 GA U -CHANNEL BRACE IS TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14. 3/4' BOPS RAFTER POST � BOX EAVE RAFTER/POST DETAIL 'A NW ToS TS RAFTER POST 1-02' x 1-1/2"x 2.16 GA CLIP ANGLE SECURE TO POSTAND 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. Nol To Scale TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE WASHERS -TS CONTINUOUS BASE RAIL EYE ANCHOR 5/8' ROD 48' LONG WITH 6' HELIX OR 5/8' ROD 60' LONG (BEE GROUND ANCHOR WITH 7 -HELIX, SCHEDULE, SHEET 1 OF 5, AS APPLICABLE FOR REQUIRED ANCHOR) NO SCREWS REQUIRED IN BOW BEND BASE RAIL DEEP ANCHORAGE Not To Scale 3' DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER THROUGH -BOLT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE TS CONTINUOUS BASE RAIL EVE ANCHOR U (SEE GROUND ANCHOR 6/8' ROD 30' LONG SCHEDULE. SHEET i OF 5. WITH DBL 4'HELIX FOR APPLICABILITY) 24. 16 GA U -CHANNEL BRACE (5' TO T POST) 48. 16 GA U -CHANNEL BRACE (8' TO 1W POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL NIPPLE TO BASE RAIL 3- �6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH(4)#12-14x3/4' RAFTER POST SELF -DRILLING FASTENERS BOW RAFTER/POST DETAIL Not To Scale 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' SDF's (2) ON TOP OR BOTTOM, (2) ON SIDE BASE RAIL ANCHORAGE 1 Not To Scab 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 314' SDF's RAFTER POST RAIL �1 POST/BASE RAIL CONN. DETAIL 'T Nol To Sple IS rvVNVIHUGIUIiH HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW i- RAIL, OR GIRT TO POST CONN. DETAIL u Not To Scale 11 1111 �� 60SWES ��EENUJ, ANDTESTINTJ9[J( B ECHT N �AVERI 11 EJJ DELAND, FLERI A 720 , 38e39 CerltBcate nt— , po N %��'?�?NAt � (M\ CAROLINA CARPORTS, INC. 6/20/17 BECHTOL ENGINEER/NO RR Nis AND TESTINGAKE�, Inc. omeacm +. omaulbn4 nxxs " WTB MO` G17001 ""`"""""•'viXi00°°"u """"TB SHEET 4OF5 NIPPLE TC DBL. HDR. RAFTER POST 6' LONG TS NIPPLE 2"x2'.2'16 GA ANGLE CLIP SECURE EACH WITH ° LONG TS NIPPLE SECURE TO POST AND (4) 412-14 x 3/4' 1/S° SECURE WITH (4) #12.14 x 3/4' RAFTER WITH (4) #12.14 x 3/4" SELF -DRILLING FASTENERSr SELF -DRILLING FASTENERS SDF's, (2) ON BOTTOM, 101 (2) ON SIDE END POST END POST/RAFTER CONN. DETAIL I Not To Scale 1-1/2' x 1-1/2' x2- i6 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3/4" SDF's 2 ON TOP, 2 ON SIDE RAFTER POST 1.112.x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4' SDF's, 2 ON TOP, 2 ON BOTTOM GABLE RAIL GABLE RAIL TO RAFTER POST CONNECTION DETAIL I I M Not To Scale #12-14 x 3/4' SOF @ 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 lop coat. POST �1 RAFTER POST/DBL. HEADER DETAIL JNot To Scale 1-1/2'x 1-1/2'. 2' 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3/4' SI TOP AND BOTTOM i 1-1/2' x 1-1/2'x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 012-14 x 3/4' 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 RAFTER POST GABLE RAIL TO RAFTER POST � CONNECTION DETAIL 10/ Not To Scale HEADER NIPPLE TO DBL. HDR. %1 RAFTER POST/HEADER DETAIL Not To Scale NIPPLE TO 3/i6- RAFTER � 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDF's, 24' 16 GA U -CHANNEL BRACE (5' TO 7' POST) 48' 16 GA U -CHANNEL BRACE IS TO 14' POST) BRACE ANGLE SHALL BE MIN. 45° TO MAX. 60' FROM HORIZONTAL 6' LONG TS NIPPLE SECURE WITH (4) 912-14 x 3/4' SDFs SIDE EXTENSION RAFTER/POST DETAIL Not To Scale SECTION A Not TO Scale 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS BASE RAIL 3/16' NIPPLE TO BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL v Nol To Scale RAFTER POST 2'x4" 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POSTIRAFTER CONNECTION WITH (4) #12-14 x 3/4' SDFs, 2 ON POST, 2 ON RAFTER i 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 O RAFTER, 2 ON POST �� POST/I. EAN-TO RAFTER CONN. DETAIL I o Not To Scale BEG HT EEHIf�I SLD;FFSi71p.6, INC. 665 was c6c Av P 'r�� DELAN�KL �4. 32720 r1,� � CediBcats o tudzetlon #12-14x3/4'SDF @ 12°O.C. —' I 8 , EXTERIOR //'/4r/�ONAL (E ��. CAROLINA CARPORTS, INC. BECNTOL ENGINEER/NG RR NTS AND TESTING, Inc. mxsu�xc uo u. q,aws ,anxc vwteixs °`" TB X°" ET 501 ".n.'`°TB SHEET50'