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Home My WebLink Aboutcarport plansFile Copy FBC APPROVED PRODUCTS LIST IdhI7S UIiI I I I111�r' I'.i C1111A �l r U F'I(111 F �Wf�k'.Si)�NSI611�(1t l ir�r METAL CARPORT INSTALLATION PLANS AND DETAILS PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL MAXIMUM ALLOWABLE i AND (iPI'fl �(' f nf)(1� �f � ��il �� No. & DATE FRAMING AND FASTENER SPECIFICATIONS WIND SPEED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL20717.1 180 26 Gauge AG Panel 10/13/16 FOR CONSTRUCTION IN THE STATE OF FLORIDA STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL20727.1 180 26 Gauge AG Panel 10/13/16 PREPARED FOR: EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 139 CAROLINA CARPORTS, INC. - P.O. BOX 1263 Series 402-14 09/07/15 DOBSON, NORTH CAROLINA 27017 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5 170 Series 407 09/07/15 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1 180 Model 203 05/31/16 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2 139 Model 100 VS 07I06/16 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL1.7499.1 180 Model 185 SH 08/05/16 TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS (INCHES) WIND ULTIMATE NOMINAL POST/RAFTER RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 110 TO 150 89 TO 116 j 5.0 6 6 I C 151 TO 180 1 117 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 pudins. 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 I requirements for other roof heights and/or slopes may vary. I 9f B,r. s'[A 7' 6 A'D A L. P P V PO S E D k t"'i5 it P. ME CU"�I:JE s TO ANY CORRECTIONS I.r Tsr;alUD INSPECTORS 1fYTI-i T )( rlgta e f,9111�(Yy�r6I C.'[y4f 1,11 r . a :s, GROUND ANCHOR SCHEDULE ULTIMATE WIND SPEED (mph) 110 120 130 140 150 160 170 180 12 14 30' Anchorl w 16 Detail I = 18 20 48" Anchor Vr 22 Detail 1C Z 24 j26 m 26 60 Anchor. 30 Detail lC DETAILS 1C AND I SHOWN ON SHEET 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, INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS 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 SHALL BE AT THE OWNERS 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 @ 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 IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR 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 TYPE 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 BUILDING CODE FIFTH EDITION (2014) (FBC FIE 2014) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FIE 2014 - BUILDING. 11. 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL ITS). 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. PREPARED BY..' BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 ST.9�I�T ten b3�j71 ,D T SICK v,u-,',E srta i'F z1' DATME 5 _ PyLA_`aS�A�qT T�'Ty. UT'NfIc'`/& 'z, £E�izT'tl4iPi3 X3 +1�.. �' �f':T.T a e 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`ffjg495IFr UILDING CODE. , 1. 1 a, _ 04. AND TESTIW�NI 3®535 /0NA - 0` /I/llllll O CAROLINA CARPORTS, INC. w�u AV BECHTOL ENGINEERING RR NTS AND TEST/NG, (nw _ evnuxxw. w�waxwau. uu Wmuuz unxo owmma TB ^"'G171 Elie Copy BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL-UPDOOR SWINGINGDOOR ROLL-UPDOOR SWINGINGDOOR (As applicable) (As applicable) Asa applicab le) pp ) (As applicable) � -� ENCLGSEDLENGTH VARIES TYPICAL SIDE ELEVATION Q TYPICAL END ELEVATION Z 1' , /� TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE 'J l NOT TO SCALE NOTTOSCALE NOT TO SCALE NOT TO SCALE N07 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) Asa applicab le) pp ) (As applicable) 777 OF -- — Ep LE AR Ea --- 7 TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION 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 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) _fT1 TYPICAL SIDE ELEVA TION 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 SCAL`! Thomas �ac � Flatltla LIeA�s . 88538 \ �T S`SI.�A � `l`'\ �\ CAROLINA CAh0 c�I�1`$, INC. TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION 612on7 NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL ENGINEERING - RR w NTS Am AND TESTING, ine. .iwcoax¢gea �amn vwsm us ks. nsnw Ms. � TS G17001 "'°°°°'TB 1 SHEET20F5 File Copy 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH 412A4 x 3/4' SOP's WITH CONTROL SEAL WASHER (d AVERAGE 6" D.C. SPACING 12 3 24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12.14 x 3/4" SOP's AT EACH END (4 PER BRACE) -24TO 30' TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON 12 MAx. OPENING FOR ROLL -UP DOOR WITH STRUCTURAL (TYPICAL) SIDE WALL OPENINGS FOR SWINGING NONSTRUCTURAL 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH #12-14 x 3/4" SOPS WITH CONTROL SEAL WASHER @ AVERAGE 6" O.C. SPACING 12 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12.14 x 3/4' SDFs AT EACH END (4 PER BRACE) -24' TO M' 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 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) I.— 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH 912-14 x 3/4' SDFS WITH CONTROL SEAL WASHER @ AVERAGE 6" D.C. SPACING \ m1d/2" 18 GAUGE FURRING 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4" SDFs AT EACH END (4 PER BRACE) (AFTER SPAN ON SINGLE RAFTER RAFTER TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 1-112" 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 H I LENG VARIES DEPENDINGTE NUMBER AND SPACING OF RAFTERS TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE SEE TABLE 1 RHFPT TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE WELD ALL WEB CONNECTIONS, BOTH SIDES =4I TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW RV I I V bLALe 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 2-1/4' FOR 12 GA FRAMING 2-1/2' FOR 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3/4' SOPS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale 1-1/2" 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 DELAND, Ceamte CAROLINA AVBECHTOL ENGINEERING AND TESTING, Ina imc^" emmxYonu. aw Wrows mnNc oomo e u TS "' _ G17001 File cagy INSTALL 1/T x MINIMUM F 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 4" MINIMUM 2" MINIMUM MINIMUM 2.112" EMBEDMENT " 1 12" ONOLITH CC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #5's CONTINUOUS CONCRETE BASE RAIL ANCHORAGE 1n Not To Scale (OPTIONAL) DRILL 5/8" HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2" DIAMETER THROUGH -BOLT MINIMUM L_ CONTINUOUS4" CONCRETE PAVEMENT EVE ANCHOR----' 4: CONCRETE BASE RAIL ANCHORAGE t' Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) WASHERS TS CONTINUOUS BASE RAIL (SEE GROUND ANCHOR SCHEDULE, SHEET 1 OF 5, FOR REQUIRED ANCHOR) TS TRUSSED RAFTER CHORE), / )R NON-STRUCTURAL HEADER J TS END POST OR DOOR/ WINDOW FRAME POST 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) TS BASENYINDOW RAIL OR AND RAFTER CHORD/RAIL WITH NONSTRUCTURAL HEADER (4) #12-14 x 3/4" SDF's, (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. DE- `r Not To Swle INSTALL I/2"x MINIMUM S" EXPANSION ANCHOR DRILL 518" HOLE THROUGH THE 2"WASHERS DRILL HOLE THROUGH THE THROUGH BASE RAIL WITHIN 6" OF EACH BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO 2"WASHERS RAFTER POST ALONG SIDES AND INSIDE ANCHOR EYE WITH 10 DIAMETER TS CONTINUOUS ANCHOR EYE WITH 1/2" DIAMETER EVERY OTHER END WALL POST ALONG END THROUGH - BOLT TS CONTINUOUS WALL SECTIONS BASE RAIL THROUGH -BOLT BASE RAIL MIN. 6" TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE MINIMUM 2-1/2" EMBEDMENT EVE ANCHOR 5/8" ROD 48" LONG ' WITH 8' HELIX OR 5/8"ROD60"LONG (SEE GROUND ANCHOR EVE ANCHOR (SEE GROUND ANCHOR MINIMUM 4" WITH 7" HELIX, SCHEDULE, SHEET 1 OF 5, 5/8" ROD 30"LONG SCHEDULE, SHEET 1 OF 5, AS APPLICABLE FOR REQUIRED ANCHOR) WITH DBL 4"HELIX FOR APPLICABILITY) CONTINUOUS4'CONCRETE PAVEMENT 0 CONCRETE BASE RAIL ANCHORAGE BASE RAIL DEEP ANCHORAGE BASE RAIL ANCHORAGE Not To Scale (OPTIONAL -OPEN CARPORT30NLV) I� Not To Bottle Iv NoI TO Scale 24" 16 GA U-CHANNEL BRACE IS TO T POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL - RAFTER 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDFs RAFTER POST �1 BOX EAVE RAFTER/POST DETAIL �� Not TO Scale TS RAFTER 1-1/2" x 1-1/2"x 2" 16 GA CLIP ANGLE SECURE TO POST AND SASE 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. JNot To Scale NO SCREWS REQUIRED IN BOW BEND BOW RAFTER 24" 16 GA U-CHANNEL BRACE (5' TO 7' POST) 48" 16 GA U-CHANNEL BRACE (B' TO 14' POST) BRACE ANGLE SHALL BE MIN. "' TO MAX. 60' FROM HORIZONTAL NIPPLE TO BASE RAIL 3• —6• LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3 tAFTER POST /4" SELF -DRILLING FASTENERS �1 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 RAI VGIRT WITH (4) #12-14 x 3/4' SDF's (2) ON TOP OR BOTTOM, (2) ON S1DE TS NONSTRUCTURAL HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW Not To RAIL, OR GIRT TO POST CONN. DETAIL Scale 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x SW SOPS POST CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL Not To Scab ,I111111111II Of 'III))II00 N CAROLINA CARPORTS, INC. 6/20/17 AUSECHTOL ENGINEERING RR NTS AND TESTING, fnc. �+xc��i¢nwv. wxroxYaau. ua Ytrtxua twnNc wamma ��.. TB 'N° G77007 Iffle Copy 2RXT'x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDF's, (2) ON BOTTOM, (2) ON SIDE END POST �1 END POST/RAFTER CONN. DETAIL r Nol To Scala 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" SDF's 2 ON TOP, 2 ON SIDE TS RAFTER POST 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 412-14 x 3/4" SDF's, 2 ON TOP, 2 ON BOTTOM GABLE RAIL GABLE RAIL TO RAFTER POST �1 CONaNECTION le DETAIL #12-14x 3/4" SDF @ 12"O.C. .A. ROLL —UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA. galvanized steel with baked on epoxy primer & polyester top coat. S NIPPLE iACH WITH x 3/4" LING FASTENERS POST RAFTER POST 6" LONG TS NIPPLE SECURE WITH (4) #12-14 x 314" SELF -DRILLING FASTENERS TS HEADER HDR. (`,,1 RAFTER POST/DBL. HEADER DETAIL 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' SDF's, NIPPLE TO 3116" 6" LONG TS NIPPLE 70P AND BOTTOM RAFTER SECURE WITH (4) #12-14 x 3/4" SDP's TS RAPIER RE LONG TS NIPPLE. 1'�4 WITH POST TO NIPPLE I WITH (4)#12-14z3/4'SDF's,_ 1-1/2" x 1-M" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14.x 3/4" SDFs, 2 ON TOP, 2 ON BOTTOM 8" LONG TS NIPPLE SECURE RAFTER AND POST TS GABLE RAIL TO NIPPLE WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS TS RAFTER POST GABLE RAIL TO RAFTER POST �1 CONNECTION DETAIL r Not To Scale 24" 1q GA U-CHANNEL BRACE (5' TO 7' POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45" TO MAX. 60' FROM HORIZONTAL RAFTER POST SIDE EXTENSION �, RAFTER/POST DETAIL Not To Scale V LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS ITS POST BASE RAIL V \ BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL / Not TO Scale TS RAFTER POST -2"x4" 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12.14 x 3/4" SDF',, 2 ON POST, 2 ON RAFTER /TS LEAN-TO RAFTER Z'x2"x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDF's, 2ON RAFTER, 2 ON POST �1 POST / LEAN—TO RAFTER CONN. DETAIL Not To Scale 605 #12-14x3/4"SDF / 1 @ 12" O.C. 521 x homa E. Florida Np. 365 xr � EXTERIOR ��'�/dHALI ENS INC. r CAROLINA CARPORTS, INC. SECTION _ p' Nol7o Scale M . BECHTOL ENO/NEER/NO RR NTS '21117 AND TESVNO, iec ue'N: amm�xamwxYonu. um Wrtrvua nsnxc owixma° TB 'N°' G17001 " TB SHEET 5OF5