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Home My WebLink AboutSite Plansv FBC APPROVED PRODUCTS LIST PRODUCT CATEGORY I SUBCATEGORY STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS ) STRUCTURAL WALL STRUCTURAL COMPONENTS I FLOOD VENT EXTERIOR DOORS I SWINGING I EXTERIORDOORS I SWINGING I EXTERIOR DOORS I ROLL -UP I EXTERIOR DOORS I ROLL -UP f591:TPYi`6� 1VP,lePF4R11R[4] MANUFACTURER CAROLINA CARPORTS, INC. 26 Gauge AG Panel CAROLINA CARPORTS, INC. 26 Gauge AG Panel FLOOD FLAPS, LLC 8xl6 Flood Flap ELIXIR DOOR AND METAL COMPANY Series 402-14 ELDOR DOOR AND METAL COMPANY Series 407 ASTA INDUSTRIES INC. Model 203 (IT Max. Width) CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (12' Max. Width) MI WINDOWS AND DOORS Model 185 SH QA APPROVAL EXPIRATION No. & DATE DATE FL6596.1-R5 04/05127 10/10/17 FL6702.14T5 03/141E7 10/10/17 FL17381.1-R2 09/27/19 10103/17 FL17996.3-111 09/14/20 OU29/18 FL17996.5421 09/14120 01129118 FL8888.1-R5 12/31/19 10/06117 FL168D6.1-R2 11/11/20 01/10/18 FL17499.1-R4 10117123 1229/17 NOTES: I. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES ANDOR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: A PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION REOURIEMENTS. MAXIMUM ALLOWABLE WIND SPEED PARTIALLY OPEN ENCLOSED JENCLOSED 180 180 180 180 WA WA WA N/A NIA N/A 180 1 180 TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS ON•CENTE AVERAGERFASTENER SPACING S ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST/RAFTER (INCHES) RISK EXPOSURE WINDSPEED WINDSPEED SPACING INTERIOR I END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS I I C NIA WA NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube freming, or 18 gauge hat channel roof pudins. 156 138 2. Specifications applicable only for mean roof height of 20 factor less, and roof slopes of 7' to 27' (1.5:12 to 6:12 p8ch). Spacing requirements for other roof heights andforslopes may vary. GROUND ANCHOR SCHEDULE 165 147 ULTIMATE WIND SPEED (mph) 11 1120 130 140 150 160 170 18( 180 174 12 - -- 158 138 14 3P Anchor _- _. _ -- -- ,., T6 16 Deta91D. 175 157 2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW NAILS MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE 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 UTIL[TYISTORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN. INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS UST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNERS RISK SECHTOL 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 (FSC)AT THE LOCATION OF THE BUILDING WITHIN THE 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-WI AXW1 A WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, 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 EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TTTE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POSTIRAFTER BRACING: BRACE ON EVERY POSTIRAFTER 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) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,ODO PSF IS ASSUMED. 11. 14 GA FRAMING: 2-1/2' x 2-12' TUBE STEEL ITS) WITH 2-1/4' x 2-1/4' TS NIPPLES. 12 GA FRAMING: 2-114' x 2-1W TS WITH Y x 2' TS NIPPLES. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE 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 5OF 6. 20 22 Deism IC 24 I. 26 28 WA•dlor 30 DetWI lC DETAILS 1C AND 10 SHOWN ON SHEET 4 OF 6 zcb3-00I REVIEWED F-OR CODE COMPLIANCE % LUCIE��aaCOUNTY BOCC METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA 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 THIS IS TO CERTIFY THATTHE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 16W OF THE FLORIDA BUILDING CODE, SIXTH EDITION (3T14 THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE ~(7 STATE OF CAROLINA GENERIC PLANS FOR USE II BECHTOL ENGINEERING MiffAND TEBTwG, /n� c.,•��ar� w. um Yuw,u ,mvc wmma FLORIDA 19an8 RR NTS RR '0°"' G18001 TB SHEET10 BOVV 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 -UP DOOR SWINGING DOOR (As applicable) (As epplNable) (As appllcebl0 (As applicable) fall - _ --- ENCLOSEpL81GfHYAFilE6 - _ -_ TYPICAL SIDE ELEVATION 20 F+ TYPICAL END ELEVATION %� P' TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE J—D /T NOTTOSCALE WId& NOT TO SCALE NOT TO SCALE NOTTOSCALE 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) -I ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applimble). (As applcable)-, _ _ (As applimble) (Asa ficable) -77 TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION NOT TO SCALE NOTTOSCALE PP TYPICAL END ELEVATION NOT TO SCALE NOTTOSCALE NOT TO SCALE NOTTOSCALE 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 SWINGINGD ROLL -UP DOOR SWINGING DOOR IJJ I I ' I As i appl cable) icable)— ! II !I l�,1110 l TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL+SIDE ELEVATJ.ON-.j'� J (As appllcable) (As apaceble) a � a NOT TO SCALE NOT TO SCALE 'NOTTO SCALE—,?oT•rDscALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION LO V-5 _ ^' i _\ c NOT TO SCALE NOT TO SCALE J C"'_`-�_ _ f V U 1 1 1 I I I BECHTOL ENGINEE,IiI! 605 WEST NEW YORK �j DELAND, FLORIDA 32j40 �1�;•• CemmteolA`GENS.� CL. UM do �- F •-•1%0 O omas eMtol, — FloridaLicensel CAROLINA-ft S. GENERIC PLANS FOR US&iiW' T i& FLORIDA TYPICAL BOW RAFTER GAB END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL ENGINEERING RR 49 8 cwwm a m wm {w{aus hsas amm¢ �E: RR `w "s G180OI TB SNEET20-6 Y - VI PICAL END -ELEVATION.- I hl 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS 12 2 Q3 4 24. 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH i (2)#12.14x3f4'SDF's AT '—� z EACH END (4 PER BRACE) W 24' NA%UAW RATTER SPAN ON SGKAE RAFTER _ �2l TOWRAFIFRSPANREOUII ,ATRUSSEDRAFfER ��'rwaesc •' °+>�i[TJ�&c - c#x iLl=�° °x"� .[- ;�— CRI 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S NS( TALLATION INSTRUCTIONS \\\ 12 Q3 24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) TOO W >21RAFTER AF N RAPIER SPAN OH SRlGLE PNPTER 4' RAFTERSPAN REOVIRE6 ATRU6SED RgFTER TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE TYPICAL SEE TABLE 1 OPENING FOR SWINGING SHEET DOOR WITH NONSTRUCTURAL 1 OF6 —� HEADER 12 NAC OPENING FORROULP WTTHSTRUCTURAL HEADER 10'(TYPICAL) FRAMING PLAN WELD ALL WEB CONNECTIONS, BOTH SIDES BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER- BOW NOT TO SCALE LENGTH VARIES DEPENDING ON SEE TABLE 1 SHEET FRAMING PLAN - BOX EAVE SEE TABLE 1 B'— 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURUNS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS �1-12' 18 GAUGE FURRING 16 GA U-CLBRACE MENED TORAFTER WITH 912-14 4-SO Fs AT (4 PER BRACE) >2C TO �1-112' 16 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3W SELFCRI WNG FASTENER SPACED NOT MORE THAN 48.O.C. 3 4 SEE TABLE 1 SHEET 1OF6 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 WELD ALL WEB CONNECTIONS, BOTH SIDES _F TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE SEE I MAXIMUM TABLE 1 4' O.C. FOR SHEET VERTICAL l TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE 24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) #1244 x 314' SELF-DRILUNG SCREWS AT EACH END (4 PER BRACE) ROOF EXTENSION OPTION MAINSTRUCTURE STANDARD LEAN-TO OPTION TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHAWNI (I 1I il, 24.16 GA UCHANNEL BRACE (S TOT POST) 48. 16 GA U-CHANNEL BRACE (V TO 14' POST) BRACE ANGLE SRALLBE MIN. 30- 1 FULL 6' WELD BOTH SIDES OPTIONAL 24'-1"TO 30' TRUSSED RAFTER - BOX EAVE LEAN-: INSTALL 12' x MINIMUM S-12' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6'pF EACH RAFTER POST ALONG SIDES AND WrT 6'OFEACHEND WALL POST ALONG ENO VJA BE INSTALL 12' x MINIMUM 5-1/2-EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6• OF EACH RAFTER POSTALONG SIDES MINIMUM CONTINUOUS 4' CONCRETE PAVEMENT %CONCRETE BASE RAIL ANCHORAGE Not To Sole (OPTIONAL- OPEN CARPORTS CNLY) DRILL S/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER THROUGH -BOLT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE BASE RAIL EYE ANCHOR SIB' ROD 48' LONG WITH W HELD( OR SW ROD 60' LONG (SEE GROUND ANCHOR WITH T HELD(, SCHEDULE, SHEET 1 OF S. AS APPLICABLE FOR APPLICABILITY) BASE RAIL DEEP ANCHORAGE Not To Sole DRILL SW HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE, WASHERS BASE RAIL EYEANCHOR IJ (SEE GROUND ANCHOR S/B• ROD 30' LONG SCHEDULE, SHEET 1 OF 6. WITH OBL 4'HELIX FOR APPLICABILITY) DRILL 5/e' HOLE THROUGH THE 2'WASHERS 24' 16 GA U-CHANNEL BRACE (S TO T POST) BASE RAILAND SECURE TO /I 46' 16 GA U-CHANNEL BRACE (B TO IV POST) TS BOW RAFTER 6' LONG TS NIPPLE ANCHOR EYE WITH I2'DIAMETER TS CONTINUOUS BRACE ANGLE SHALL BE MIN. 45' SECURE POST TO NIPPLE THROUGH -BOLT rBASE RAIL TO MAX 60' FROM HORIZONTAL � NOSCREWS / WITH (4) #12-14 x 3/4'SDFs (SEE GROUND ANCHOR MINIMUM:771 SCHEDULE, SHEET 1 OF 6, FOR REWIRED ANCHOR) CONTINUOUS 4' CONCRETEPAVEMENT EYEANCHOR ��1 CONCRETE BASE RAIL ANCHORAGE Nol Ta Sole (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEETMINIMUM EDGE DISTANCE SHOWN IN DETAIL IS) TS TRUSSED RAFTER OR NONSTRUCTURAL TS END POST OR DOOI WINDOW FRAME PO_ TS BASEW'INDOW NONSTRUCTURAL 12 GA IF ROLL -UP DOOF 2'x2S2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (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 POSTTO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL Not To Sale TS RAFTER 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDFs S-BOX EAVE RAFTER/POST DETAIL Not To Sole TS RAFTER POST - ---- 1-1/Y' x 1.12' x T 16 GA CLIP ANGLESECURETO POSTAND BASE RAIL WITH (4) 912-14 x 3f4' SDFs, (2) ON TOP, (2) ON SIDE TS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To Style W 16 GA U-CHANNEL BRACE (S' TO T POST) 4V 16 GA U-CHANNEL BRACE (8' TO IV POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX 6W FROM HORIZONTAL n 31 6• LONG TS NIPPLE —T SECURE RAFTER AND POSTTO i NIPPLE WITH (4) #12-14 x3W RAFTER POST SELF-0RILUNG FASTENERS BOW RAFTER/POST DETAIL Not To S®l TS POST (12 GA IF ROLL -UP DOOR FRAME) x 2' x T 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAILIGIRT WITH (4) #12-14 x 3/4' SDFs (2) ON TOP OR BOTTOM, (2) ON SIDE TS NONSTRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW %i RAIL, OR GIRT TO POST CONN. DETAIL V Not TD Sple ve a RAFTER POST BASE RAIL %i POST/BASE RAIL CONN. DETAIL � NMTo Sala BED TO�NGIINA� �`L , PID STIP)G,IfbC:, YORK/ENS DElAND. FLDRIDA 3ZT2f1 No. 38538 CetSfi=to 6orwo. .0 = ff _ Thomas Berton .E i STATE OF . • �/! Florida lkensel 3 : •••. F P \� sS/ONA1- %':%�� f/11111111 L---\SECURETOPOSTAND RAFTER WITH (4)#12-14x3/4' SDPs, (2) ON BOTTOM, (2) ON SIDE OR `-Z'a4' 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POST/RAFTER CONNECTION WITH (4) #12.14 x 3/4' SDFs, (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL JNot To Scale 1-12' x 1-12' x 2-16 GA CLIP ANGLE SECURE TO RAFTER POSTAND GABLE RAIL WITH (4) 412-14 x 3/4' SDPS (2) ON TOP, (2) ON SIDE RAFTER POST 1-10 x 1.12' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 412-14 x 3/4' SDPs, (2) ON TOP, (2) ON BOTTOM RAIL GABLE RAIL TO RAFTER POST CONNECTION DETAIL t trl Nol To Seale 2-1/4' FOR 12 GA FRAMING 2-12' FOR 16 GAUGE U-CHANNEL BRACE \ FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3/4-SDFS AT EACH END (4 PER BRACE) - BRACE SECTION Not To Scale 6' LONG TS NIPPLE SECURE EACH WITH (4) 012-14 x 3/4- SELF-DRILLING FASTENERS —�12 GA TS POST RAFTER POST/DBL. HEADER DETAIL Not To Bale 1-1/2' x 1-12' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12.14 x 3/4' ST TOP AND BOTTOM i 1-12' x 1-10 x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4-SDPs, (2) ON TOP, (2) ON BOTTOM TO NIPPLE WITH (4) #12-14 x 3/4• SELF -DRILLING FASTENERS 1 RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL Not To Smie '- TS RAFTER POST SECURE WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS GA DOUBLE TS HEADER NIPPLETO DBL. HDR. RAFTER POST/HEADER DETAIL Not To Scale NIPPLETO RAFTER TS RAFTER 12' 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) RAIL BRACE ANGLE SHALL BE MIN.46- TO MAX. 60' FROM HORIZONTAL 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. PANEL T721a:1 [RO®F 7. PM -EL -AT i'P.GHMEN7� rQQLTERNATE FOR VERTICAL. ROOF PANELS) `- k No To Scale - TS TS S' LONG TS NIPPLE SECURE WITH (4) 412-14 x 3/4' SOPS RAFTER POST SIDE EXTENSION �1 RAFTER/POST DETAIL Nof To Smle VENT FRAMING PLAN NOT TO SCALE SEE GENERAL NOTE No. 12, SHEET 1 peBj C� 6' LONG TS NIPPLE SECURE EACH WITH (4) 412-14 x 3/4' SELF -DRILLING FASTENERS . �12 GA TS POST BASE RAIL —V—\ BASE RAIL RAFTER POST/BASE ��BASE RAIL CONNECTION DETAIL J1' Not To Sale RAFTER POST 2-x4.16 CA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTERCONNECDON WITH (4) 012-14 x 3/4' SDFs, (2) ON POST, (2) ON RAFTER 2' 2'x2' 16 GA ANGLE CUP SECURETOPOSTAND RAFTER WITH (4) #12-14 x 314- SDF%, (2) ON RAFTER, (2) ON POST &POST / LEAN-TO RAFTER CONN. DETAIL "' Not To Scale R H BECHTOL Thomas Berhml, Kre R)O P`.. •' �`'�` Florida Uo_ese No. . .. • C' �4 f... CAROLINA CARPORTS, INC. I GENERIC PLANS FOR USE IN THE STATE OF FLORIDA J 'am io BECHTOL ENGINEERING RR °A` NTS AND MVNC 4�c. cve�xlem� ero xa�.. Rsioc o O66R RR G18001 "x'"@TB I SHEET50F6 VERTICAL SIDE OPTION GIRTS (TyDkal) SEE TABLE 1 OPENING FOR SWINGING DOOR SHEET WITH NONSTRUCTURAL HEADER 17 MAX OPENING FOR R0LL4IP DOOR WITH TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE a BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOTTO SCALE TYPICAL END ELEVATION NOT TO SCALE GIRTS (Typical) 6' 1 `1-112' 18 GAUGE FURRING CHANNEL FASTENED TO / EACH RAFTER WITH (2)#12.14 x 3W SELF-DRIWNG FASTENER SPACED NOT WRETHAN48'O.C. rOPENING FOR SWINGING DOOR / WITH NONSTRUCTURAL HEADER b a `SEE TABLE i SHEET I OF6 e b 6 3 y 6 17 MAX OPENPIG FOR ROLL4IPD0ORWIIH STRUCTURALNFADER q 4 a 4 3 6 fD 4 3 a 3 s OPENING FOR WINDOW NONSTRUCi WN WDER LENGTH VARIES DEPENDING ON NUMBER AND WINDOW RAIL ANDSPACING OF RAFTERS (NmeppllceNetaEnCweOs)— TYPICAL POST/RAFTER/GIRTFRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES � CLOSEOLEN i JyJy,, pppp.I. VARES i I }}�I 4 ZF. p�iu�uly Ljtl}}tj��j@a' TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR TYPICAL END ELEVATION NOT TO SCALE 1n11UII�.r T FRX >> ; /1111111��`