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Home My WebLink AboutPLANSFBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE WIND SPEED CIA APPROVAL EXPIRATION PARTIALLY PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. & DATE DATE OPEN ENCLOSED ENCLOSED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 0410527 180 180 180 26 Gauge AG Panel 10110/17 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03/14/27 180 180 180 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL17381.1-R2 09/27/19 N/A - N/A WA 8x16 Flood Flap 16/03/`17 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3-R1 09/14/20 N/A 139 138 Series 402-14 0129/18 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-Ri 09/1420 WA 165 147 Series 407 0129/18 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 12/31/19 WA 180 174 Model 203 (12' Max. Width) 10/06/17 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R4 1111120 N/A 158 138 Steel Roll Up Sheet Door (12' Max. Width) 06/18/19 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R5 10/1723 WA 175 157 Model 185 SH 0327119 NOTES: 1: DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: - APRODUCTSHALLHAVE AVALID FBC PRODUCT APPROVAL. B. COMPONENTS ARE INSTALLED ACCORDING TOMANUFACTURERS INSTALLATION REOURIEMENTS. 2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE SUBSTITUTED 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 -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY I. WAS OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE. LIVEAND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDINGDOORS. WINDOWS; OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC.; WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT.TH.EOWNER'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. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA. 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. 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 .4XW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 1B5, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 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 LOT 12° x FOR 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)-RESIDENTW., 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: 2-12" x 2-1/2"TUBE STEEL (TS) WITH 2-1/4"x 2-1/4' TS NIPPLES. 12 GA FRAMING: 2-1/4" x 2-1/4" TS WITH 2" x2" 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 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 BASED ON ONE (1) FLOOD VENT PER EVERY 220 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURUNS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST/RAFTER PINCHES) RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS C 110 TO 150 89 TO 116 5.0 6 6 151 TO 180 1 V 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 feel 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 (Inph) METAL CARPORT INSTALLATION PLANS 110 120 130 140 150 160 170, 180, AND DETAILS AND FRAMING AND 12 FASTENER SPECIFICATIONS 14 30 Anchor FOR CONSTRUCTION IN THE STATE OF FLORIDA 16 -Deta� 1D 18 PREPARED FOR. 20 CAROLINA CARPORTS, INC. 48•Anchor P.O. BOX 1263 22 Detail 1C DOBSON,NORTH CAROLINA 27017 24 PREPARED B 26BY.,BECHTOL ENGINEERING AND TESTING, INC. 28 60 Anchor 605 WEST NEW YORK AVENUE 30 DetaillC DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 DETAILS _ 1C AND I D SHOWN ON SHEET 4 OF 6 BY St. LudeCaft R�! 15 THIS IS TO CERTIFY THAT THE CALCULATIONS AND P!J SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE p UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN t� E FOR THE OANCEPJDA WITH THE REQUIREMENTSSIXrH EDITIONSECTION HE 1609 OF NEV COWMpL1ANLID UNTILTHE NEXT REVISION OF THE FLORIDA BUILDING COI)E C® ST. LUCIEUNly vuTlIIo111 BO(;G �OWEESTONEWYYOIRKAV�EMUNG AIA D.-_a1kb _.., CeNikate of � 1bi1 N` ��:;• � -� -•;�Q i N . 3853 ' p • �, Y,.. Floride Umve nNo. 361.9a. �� le - •.• STATE �� OF •' (vim: SW/oNAL CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 6r26119 BECK ENGINEERING m 6 r is AMD mean �mw+.mm�.e,oauowmwanmeemeio °�" tb 'd` G19DDI dW��^•"^�® "1°'m TB I SHEET10F6 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF FLOOD VENT (As applicable) ROLL-UPDOOR SWINGINGDOOR ROLL-UPDOOR SWINGINGDOOR (As applicable) (As applicable) (As applicable) (As applicable) -- ir 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 FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR As applicable .: ( ) (As applicable) (As applicable) (As applicable) 7.7 i 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 ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF FLOOD VENT (As applicable). ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (AS applicabe) (As applicable) (As applicable) (As applicable) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATIQ �.�� TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE _` NOT TO SCALE r Cj-9ECHTOL ENGINEERIII�E ti ` G OWEIANSTNED. WOn •�0 ' cenmmre m IN o- 38538 ` = �v _ ®G * : e TimmP.E. - •• STATE :• �� Flmide Lkenee OP CAROLINA CARP /II((� GENERIC PLANS FOR USE IN THE SYM OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION ��--// 2/17M9 NOT TO SCALE - NOT TO SCALE NOT TO SCALE BECK ^� . RR - "1B NTS aENG/NEERM '®' RR n G78001 m��m�muotomwneu.uowmwann-o em®e "'�®TB SHEET 20F6 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 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' TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON TYPICAL RP NOT TO SCALE (TYPICAL) SEE TABLE 1 SHEET PLAN - BOW SEE TABLE 1 SHEET VANIZED METAL ROOF PANELS TO RAFTERS PER MANUFACTURER'S' ON INSTRUCTIONS 12 Q3 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDn AT EACH END (4 PER BRACE) 24' W -24' TO W TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE VARIES DEPENDING ON SEE TABLE 1 SHEET TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE NOT TO SCALE OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER ay�4i;1 TYPICAL SIDE NOT TO SCALE PLAN I OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW SEE TABLE 1 SHEET 4romc rm 12 MAX OPENING MR ROU, U DOOR WITH NONSTRUCTURAL 6'— 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO PURUNS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 18 GAUGE FURRING NEL (PURUN) 24. 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDP's AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE �1.1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12.14 x 310 SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. 3 d SEE TABLE 1 SHEET 1OF6 LENG VARIES DEPENDING ON NUMBER' AND SPACING OF RAFTERS TYPICAL POST/RAFTER FRA NOTTO SCALE TYPICAL END WALL OPENINGS POST/RAFTERFRAMING PLAN NOT TO SCALE OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN),I I NOT TO SCALE (BOX EAVE RAFTER SHOWN. ONLY STANDARD LEAN -TOTS APPLICABLE TO BOW F 24- 16 GA U-CHANNEL BRACE IS TOT POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 30' TO MAX. 45' FROM HORIZONTAL LD S ANDING LEAN-' INSTALL 1/2' x'MINIMUM S' TAPCON REDHEAD LOT ANCHOR OR 12' x MINIMUM S12' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6- OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS ---I r-2-MINIMUM 2-1/2' EMBEDMENT FOOTING (2500 PSI MIN.) 2 #Ss CONTINUOUS CONCRETE BASE RAIL ANCHORAGE In Not Td Scale DRILL 618' HOLE THROUGH THE x-2' WASHERS BASE RAIL AND SECURE TO /I ANCHOR EYE WITH Ire DAMETER _Tc rnr.n BASE RAIL (SEE GROUND ANCHOR SCHEDULE. SHEET 1 OF 6, FOR REQUIRED ANCHOR) — CONTINUOUS 4- CONCRETEPAVEMENT EYE ANCHOR __1 CONCRETE BASE RAIL ANCHORAGE E NM To Scale (OPEN CARPORTS WHEREEDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) TS TRUSSED R,1 HORD, / OR NONSTRUCTURAL HEADER ` TS END POST OR DODR/ WINDOW FRAME POST 2'x2'x2' 16 GA ANGLE CUP SECURE TO POST (EACH SIDE) TS BASEIWINDOW RAIL ORAAND RAFTER CHORD/RNLWffH NONSTRUCTURAL HEADER(4) #12.14 x 3/4SDFs, (2) ON 2 GA IF ROLL -UP DOOR FRAME)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 Sole INSTALL 112' x MINIMUM 5' TAPCON REDHEAD LOT ANCHOR OR 12' x MINIMUM 6-12' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN S' OF EACH DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO 2' WASHERS DRILL SW HOLE THROUGH THE BASE RAIL AND SECURE TO 2' WASHERS RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS ANCHOR EYE WITH 10 DIAMETER THROUGHSOLT-\ TS CONTINUOUS /-BASE RAIL ANCHOR EYE WITH 12' DIAMETER THROUGH -BOLT-\ � /' TS COMP / BASE RAIL MINIMUM 2-12' EMBEDMENT MINIMUM 4' Z CONTINUOUS 4' CONCRETE PAVEMENT �01 CONCRETE BASE RAIL ANCHORAGE I� Not To Scale '(OPTIONAL- OPEN CARPORTS ONLY) 24- 16 GA U-CHANNEL BRACE (s TO T POST) 4W 16 GA U-CHANNEL BRACE (6 TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL NIPPLE' RAFTER 6'- LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDFS �A BOX EAVE RAFTER/POST DETAIL u-1 NM To Scala TS 1-1/2' x 1-12' x Y 16 GA CLIP ANGLESECURETO POST AND BASE RAIL WITH (4) #12-14 x 3/4' SDFs, (2) ON TOP, (2) ON SIDE CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. � Not Tu Scale TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE EYE ANCHOR SW ROD 48- LONG' WITH W HELIX OR 51W ROD 60' LONG (SEE GROUND ANCHOR WITH T HELIX, SCHEDULE, SHEET 1 OF 6. ASAPPLICABLE _ FOR APPLICABILITY) BASE RAIL DEEP ANCHORAGE 1v Not To Scala NO SCREWS REQUIRED IN BOW BEND TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE. 24- 16 GA U-CHANNEL BRACE (6 TO T POST) 48.16 GA U-CHANNEL BRACE (8'TO 14' POST) BRACE ANGLE SHALL BE MIN. 46' TO MAX. 60' FROM HORIZONTAL p 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3/4- SELF-DRILLING FASTENERS �e1 BOW RAFTER/POST DETAIL =.NoITo Scale FOR '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' SDFs (2) ON TOP OR BOTTOM, (2) ON SIDE NONSTRUCTURAL HEADER OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale `xe EYE ANCHOR U (SEE GROUND ANCHOR 5/8' ROD 3D' LONG SCHEDULE, SHEET 1 OF 6, WITH DBL 4* HELD, FORAPPLICABILR\) �1 BASE RAIL ANCHORAGE lu Not To Scale 40, 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (A) #12-14 x 314- SDFs RAFTER POST CONTINUOUS BASE RAIL S �ais9Sr ac.' TOE =; z� 140.38538 U ;" I-z ��'•. STATE OF S/ONA\- �\\� ` �/j/1111111\\\ 16 GAANGLE CUP TO POST AND WITH (4) #12-14 x 314' �Tx4. 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POSTIRAFTER CONNECTION WITH (4) #12-14 x We SDPs, (2) ON POST, (2) ON RAFTER i1 END POST/RAFTER CONN. DETAIL Not TO Scale 1-10 x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3f4' SDFs (2) ON TOP, (2) ON SIDE RAFTER POST 1-1/Tx 1-10x T 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 912.14 x WV SDFs, (2) ON TOP, (2) ON BOTTOM GABLE RAIL GABLE RAIL TO RAFTER POST CONNECTION DETAIL Nat 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 314•SOPS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale NIPPLE DBL HC IS NIPPLE EACH WITH x 3/4' LUNG FASTENERS GA TS POST %1 RAFTER POST/DBL. HEADER DETAIL Not To Scale 1-1I2• 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 . y 1-117 x 1-1/2' x T 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4• SDFs, (2) ON TOP, (2) ON BOTTOM 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3W SELF -DRILLING. FASTENERS I RAFTER POST _'71i377�b i S' LONG TS NIPPLE SECURE EACH WITH (4) #12.14 x 314- SELF-DRILLING FASTENERS SELF-DRILLINGSECURE WITH (F�ASTENERS4• I I / I I I / 12 GA TS POST GA DOUBLE TS HEADER DBL HDR %Q) RAFTER POST/HEADER DETAIL Not To Scale NIPPLE' RAFTER RAFTER 1T LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 3'4' 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. 46' TO MAX. 60- FROM HORIZONTAL GABLE RAIL TO RAFTER POST �R CONNECTION DETAIL l to Not To Scale 1-1IT 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 314-SDF SPACED NOT MORE THAN 48- O.C. METALROOF RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale TS LEG TS TS BAS. 6' LONG TS NIPPLE SECURE WITH (4) #12-14 x 314' SDPs BASE RAIL RAFTER POST/BASE �1 BASE RAIL CONNECTION DETAIL l V Not'fo Scale 1pQ` G� go�;t RAFTER POST J01 ^6 d SIDE EXTENSIONRAFTER/POST DETAIL �� G ST / tEAN- O P of To Scale 12 NalTo Scale ` _v TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE SEE GENERAL NOTE No. 12, SHEET 1 OF 6. RAFTER POST 2k4. 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POSTIRAFTER CONNECTION WITH (4) #12-14 x 314' SDPs, (2) ON POST. (2) ON RAFTER ,TS LEAN-TO RAFTER TxTx2' 16 GA ANGLE CUP SECURE TO POST AND RAFTER WITH (4) 012-14 x 3/4' SOPS, (2) ON RAFTER, (2) ON POST CONN. DETAIL \�.\`\\ . ... .. TBE,/ BECHTOL ENGINEE&I#,,AABW STING, INCa -jL 806WESTNEWYOR)C -DELAND, FLORIDA 32I28� Z3a`03$ (y = Cormcateof Np. Y Lu T LLI — vCs FladdsL Nos ,p'•. S�P� 0x '/i�/�ESS iONP�`�\\ VERTICAL SIDE OPTION GIRTS (TyPIcal) SEE TABLE 1 OPENING FOR SWINGING DOOR SHEET WITH NONSTRUCTURAL HEADER 1-1T 18 GAUGE FURRING CHANNEL FASTENED TO OPENING FOR SWINGING DOOR 1 OF fi EACH RAFTER WITH (2) #12-14 x 314- SELF -DRILLING WITH NONSTRUCTURAL HEADER E--11— FASTENER SPACED NOT MORE THAN 48.O.C. 17 MAX OPENNG FOR ROLL -UP DOOR WITH TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE 0 e BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE GIRTS (Typical) . �I��I®I®I �101®I �J�101-ICI n-I®I®I®I®I®I�®I®I®ICI II -I G 1171 FOR 09 WAD I,l/ila Bo, �I ® III v �® �il�iSTRUCTURA. -ER I s v •o TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE - NOT TO SCALE ��O •, _�� STATE OF