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Home My WebLink AboutCARPORT SPECIFICATIONSFBC APPROVED PRODUCTS LIST PRODUCT SUB CATEGORY MANUFACTURER APPROVAL QA EXPIRATION CATEGORY No: & DATE DATE VI, , NENifi.S= ROOF DECIZ AROLINA_CARP�RZS�;INC. a+F16596- - 5 04/05/27 6"Ga`uge AG Panet 1;10710/1 �SIRUCTIJBAL COMPONENTS STRUCTURi4CWACL CAROLINA CARP�2RT$; ItVC: FL67021-R5' CO3L14/2i' 2EGau a AG'Panel iLQG1_U/ STRUCTURAL COMPONENTS FLOOD VENT FLOOb FLAPS, LLC FL17381.1-R2 09/27/19 Sx16 Flood Flap 10/03/17 ERIX�T ORl1Q0$S SWI N& LIXIR-DOOR•AND-METAL COMPANY rFL1.7996 3-R12 C 12I03118:, �$eries 40 C01%29/_ EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-R1 09/14/20 Series 407 01/29/18 EXTER I�STA INDUSTRIES INC EFL8.888 J R5� LModel=203 &lA/06/_1 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R2 10/17/18 Model 185 SH 12/29/17 I�cn GENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, MAX DESIGN AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, ALLOW. PROPERTY.SET-BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY WIND PRESSURE OF OTHERS. SPEED (Pif) 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 HEREI 80 t57 51 INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND N� PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT T�) OWNER'S: RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURLW 18 't57 =62:5 DUE TO THE APPLICATION OF ADDITIONAL LOADS. STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 3, ALL N/A N/A 4. ALL COMPONENTS.AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. i39 4t 0.04/ 400 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. 170 *40.0 / 745.0 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-W.1 AXW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH.ASTM C1116. TABLE 1! . RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURL.INS, 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. POSTSIRAFTERS 151 TO 180 117 TO 139 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 fiat - channel roof 06dins. 2. Specifications appl(cable. 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. 110,.120. 1 12 - 14 1 3 x 18 " 20 z 22 ' o_ 24 m 26 28 160 170 1 46' Anchor Detail 1 C 180 H 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE RO BASE RAIL IS ABSENT. GUND ANCHORS ARE NOT.REQUIRED FOR CONCRETE FOOTING AN CONCRETE SLAB CONSTRUCTION. +55.0 / -55.0 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. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. ®, 10. SLAB FOUNDATION, SUB GRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 LLJ OF THE FLORIDA BUILDING CODE SIXTH EDITION, (2017) -RESIDENTIAL, AND. SECTION 18.16.1 OF THE-FLORIDA BUILDING CODE SIXTH EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSUREOF 2,060 PSF IS ASSUMED. 0 1.1. 14 GA FRAMIN _ -1/2". x 2-1/2". TUBE STEEL (TS) WITH 2-1/4" x 2-1/4" TS NIPPLES. U1 Y 12 GA FRAMING, -1/4" x 2-1/4" TS WITH 2" x 2" TS NIPPLES. I� ULA 3Z=' o c=.s II= --a O WOCr WJ Q F W !7S 0CC4L)0 O = = aOapV CAN C araoya CC Ef o-P Z p w -j a cof ` THIS IS TO CERTIFY THAT THE CALCULATIONS AND a. N ~ w ti W (� W SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE Z V �m V W Eli(;j i� Ri UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN g w —a W V A ri ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF B�LI I w m m THE FLORIDA BUILDING CODE, SWA EDITION (2017 . THE PLANS • w w a zE m z 1 ARE:VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING = CC w ® 1 CODE. t-ao:�tT � METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS SCANNED 4��,s5 nn BY STATE OF FLORIDA PREPARED FOR. CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY. BECHTOL ENGINEERING AND TESTING, INC. bUb VVtS l NLW YORK AVENUE DETAILS 1 C AND 1 D SHOWN ON SHEET 4 OF 5 DELAND, FLORIDA 32720 Certificate of Authorization No. 000054�92 ``Jjj111 rlllll/ RH F i E .. ". �% fi05.WEST�JEW AVENUE � DELAND, FLU ,92720 i Certificate ErAuttio ' tlon N 3 � Thomas Bed � z FkAda I ��R„m vacQR cvAvr_ of ONALrll►1 SEP 12 ?018 CAROLINA CARPORTS, INC: ST. Lucie County P�Fn7i GENERIC PLANS FOR USE IN THE STATE OF FLORIDA , svxa---- 5�'e---- 10/18 BECHTOL ENGINEERING ^� • RR °,..,•. NTS AND TESTING, Ina - mrmivao mm CPC: e+�mrtM. AM �s TESTM ENGVEM uaaaa RR °FD ND G18001 cw�mmn m�'m dmms.m TB SKEET 1 OF 6 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 (As applicable) (As applicable) ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) _ ENCCOSED.LENGTH VARIES TYPICAL -END ELEVATION' TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE TYPICAL SIDE ELEVATION 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 (As applicable) (As applicable) ROLL -UP DOOR SWINGING DOOR (As applcable} (As applicable)' 17 m-L—L—A. . .. ,.. — TYPICALSCALE SIDE ELEVATION TYPICAL END ELEVATION' TYPICAL SIDE:ECEVATION TYPICAL END ELEVATION NOTTTYPICAL-SIDE. ELEVATION . TYPICAL END ELEVATION NOT TO SNOT 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 ROO� F BOX EAVE FRAME RAFTER UTILITY BLDG ,VERTICAL ROOF (( ROLL -UP DOOR SWINGING DOOR ' I " (As:appllcable). (As"appli�ble) !; )�. ROLL-UP DOOR SWINGING DOOR (As applicable) (As applicable) ` r TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION ( i„ TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 1' NOT TO SCALE NOT TO SCALE ra BECHtbKW1A RING AND T INr, INC. 606 W�T IORKAVENUE r ELAND, D A 32j2 C ertif�le of Apin u z3 •� Thomas.6 'P.E._ ATE OF � � Florida L��t 8 - -- .•. ` - CARO.L-I Wokis, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BO)(--E-AVE-RAi=-TER-GRBEE-END-EL-E-VATION i. 5110/18 NOT TO SCALE NOT TO SCALE NOT TO SCALE TM"°"� HTOCENGINEERIW— RR "`�—NTS-- ANo TESTING, firc. CWGU IG Gmrr WWJJ¢ DNOM IDMU4 AM Mmws TM NG ENGGaMS 'aa�aa RR - vna.nG: G18001 `��" "'"TB SHEET 2OF6 ,4 26 GA: GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 2 12 a Q3 24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT . w EACH END. (4 PER BRACE) z w 24'MAMIMUM RAFTER SPAN ON SINGLE RAFTER o >24' To wRAFTER SPAN REQUIRES A TRUSSED RAFTER p AS SHOWN ONTHISSHEET \L 4- TYPICAL INTERIOR RAFTER/POST FRAME SECTION --BOW FRAME NOT TO SCALE VARIES DEPENDING ON TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME NOT TO SCALE WELD ALL WEB CONNECTIONS, BOTH SIDES 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S NSTALLATION INSTRUCTIONS' 2 12 -4. 24".16 GA U=CHANNEL BRACE FASTENED TO RAFTER WITH R (2) #12-14x 3/4" SDFs AT _ EACH END (4 PER BRACE) . w �. 24'MAXIMUM RAFTER SPAN ON SINGLE RAFTER >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER - - AS SHOWN ON THIS SHEET' ' . .. TYPICAL INTERIOR RAFTER/POST FRAME.SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE TYPICAL RAFTER/POST FRAMING PLAN BOX:EAVE NOT TO SCALE OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER- OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE 6" WELD 26 GA. GALVANIZED METAL ROOF PANELS k { FASTENED TO PURLINS PER MANUFACTURER'S i ! INSTALLATION INSTRUCTIONS t 1-1/2" 18 GAUGE FURRING ' CHANNE.QPURLIN) j !i•4: 24" 16 GA U-CHANNEL BRACES h i (_ .I FASTENED TO RAFTER WITH ` ` w (2) #12-14 x 3/4: SDFs AT I it TASEE BLE 1 EACH END (4 PER BRACE) E SHEET .. ' I 6 A— 2,VkpVaMUMRAFTERSPANONSINGLERAFTER O. >24' TO 9Q' RAFTER SPAN REQUIRES A TRUSSED RAFTER AS§HOWNON-THISSHEET - �' I . TYPICAL BOW RAFTER GABLE.END.FRAMING PLAN TYPICAL INTERIOR .. 4NOT ToscALE RAFTER/P0ST FRAME SECTION : VERTICAL ROOF �. NOTTOSCALE 14/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH,RAFTER WITH M 412-14 x 3/4" SELF-0RILLING I' FASTENER SPACED NOT MORE THAN 48.O.C. •If 7r , 11 -5 r' SEE I;? . SEE. SHEET +! ; .f TABLE I t I SHEET 3 1 OFA I s 1 OF 6 q f.. � ( LENG RI VAES DEPENDING ON NUMBER rI 1 I AND SPACING OF RAFTERS .' rTYPICAL TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN POS.T/RAFTER FRAMING PLAN -.VERTICAL ROOF. NOT -TO SCALE' j I 1 2 - rrJf� 4 !i ,° 6 4 K[ 4 . 4 OPOM FOR. i I .. Tz MAX. OPENING s1NR6Nc000R wITHr . I ROLL -UP DOOR VATH 5 . 4 NONSTRUCTURAL HEADER. TYPICAL _ ROOF EXTENSION OPTION I' /END WALLOPENIN_GS_P_OST/RA FTER:ERAMING:-P__ N �,I TYPICAL LEAN-TO OPTIi ! / NOT -TO SCALE NOT TO SCALE (BOX EAVE `24" 16 GA U-CHANNEL BRACE (5' TO,T. POST) 48" 16 GA U-CHANNEL BRACE (TTO 14' POST) BRACE ANGLE SHALL BE MINAW -- - = — TO MAX: 45- FROM HOR¢ONTAL ---- FILCH` - — — -- — — I n BOTH SIDES f —I WELD ALL WEB (II' CONNECTIONS,!// 'j 3 BOTH SIDES. 4 r } FREESTANDING )PTIONAL 24'=1"-TO 30.'=TRUS8ED: RAFTER BOX EAVE I- LEAN-TO FRAMING PLAN JOT TO SCALE ;. NOT TO crnl IVI#UN , I KUI: I.UKL 3 PLAN (BO LY STANDARD LEA Flodda •. b AND= Itf; INC. VENUE ' L1I STAB OF • •._ -- CAROL ry ,, -Sj-!NC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA rma a*E /1U/18- 6ECHTOL ENGINEERING RR NTs AND TESTING, !no. COWAU m ®TEOMJR. urvwanmrru, um uauaus "snxc [Rcuums RR r"ol.w: G18001 � TB SHEET 3'OF 6 INSTALL 1/2 z MINIMUM S1/2" EXPANSION ANCHOR If THROUGH BASE RAIL WITHIN 6 OF EACH RAFTER INSTALL 1/2' x MINIMUM ERAI WITHIN 6" 2'WASHERS DRILL 5/8' HOLE THROUGH THE I DRILL 618" HOLE THROUGH THE POST ALONG SIDES AND WITHIN 6' OF EACH END I, ANCHOR THROUGH BASE.RAIL WITHIN 6' BASE RAIL AND SECURE.TO 2" WASHERS BASE RAIL AND SECURE TO WALL POST ALONG END WALL SECTIONS OF. EACH RAFTER POST ALONG SIDES TS CONTINUOUS ANCHOR EYE WITH 112: DIAMETER TS ANCHOR EYE WITH 1/2" DIAMETER f THROUGH -BOLT BASE RAIL THROUGH -BOLT BASE RAIL CONTINUOUS -4'MINIMUM 2' MINIMUM. .,!i MIN. 6. TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT OR STABLE_GROUND SURFACE OR STABLE GROUND SURFACE t t MINIMUM 2-1/2• EMBEDMENT EMBEDMENT MINIMUM 2 11T EMBEDME EYE ANCHOR 5/8" ROD 46' LONG WITH 6° HELIX • • ` ` • .. 5/8' ROD 60°.LONG r(SEE'GROUND ANCHOR EYE ANCHOR 12" MINIMUM 4'. WITH 7• HELIX, SCHEDULE, 1.OF B, { 51W. ROD 0 LONG SC EDUVSCEm LE SHELR OF 6, AS APPLICABLE FOR.APPLICABILITY) WITH DBL 4' HELIX FOR APPCICABiId 12' I ZCqNTINUOUS4 . • CONCRETE PAVEMENT I MONOLITHIC CONC..FOOTING'(2500 PSI, MIN.) REINFORCED WITH 2 #5's CONTINUOUS CONCRETE BASE. RAIL ANCHORAGE CCONCRETE=BASE�RAIL_ANCHORAGE-' BASE RAIL DEEP ANCHORAGE BASE -RAIL ANCHORAGE Not To Scale • � }:,-� t � Not ToSwle (OPTIONAL- OPEN CARPORTS ONLY) D \ :. / :Not To Scale Not T.o Sdale ,,(�=�_-==.�=-.-== - _ ____-___�.._ -_.may _._ .._._ � - _:',�-r�•----•-J� DRIBASE RAIL AND SECURE O 2' WASHERS 24' 16 GA 11 CHANNEL IS 5'.TO T POST) 1 ( ANCHOR EYE WITH 1/2° DIAMETER 8 CHANNEL BRACE' 8' TO 14' POST) 6'.LONG TS NIPPLE 4 ' 16 GA U- ( T) TS BOW RAFTER i TS CONTINUOUS BRACE ANGLE SHALL BE MIN.'45° i I ` SECURE POST TO NIPPLE: THROUGH -HOLY BASE RAIL TO MAX 60' FROM HORIZONTAL NO SCREWS i WITH (4) #12-14 x 8/4' SDF's i REQUIRED - NIPPLE TO 3/16' .' IN BOW BEND 5• i t RAFTER f„ 4" *GA U-CHANNEL BRACE (5'TO T POST). f' TS RAFTER 48" 16 GA U CHANNEL BRACE (8' TO 14' POST) .- TS RAFTER POST r` _ T12"BRACE ANGLE SHALL SEWN. 45° { •� i ° TO MAX_ 60°-FROM HORIZONTAL � ` NIPPLE.TO _ 3/16• (SEEGROUND ANCHOR ( i BASE RAIL SCHEDULE; SHEET 1:OF 6, °' MINIMUM 4' 6'LONG TS NIPPLE `+ TS CONTINUOUS BASE RAIL ( FOR REQUIRED ANCHOR) � • ,; . � _ SECURE POST TO NIPPLE WITH `. i ' 3' (4) #12-14 x 3/4• SDPs 1' 3• 6' LONG TS NIPPLE CONTINUOUS 4' , i SECURE RAFTER AND POST TO i CONCRETE PAVEMENT NIPPLE WITH (4) #12-14 x 3/4' TS RAFTER:P.OST ,_) TS RAFTER POST SELF -DRILLING FASTENERS Z. / EYE ANCHOR BOX EAVE RAFTER/P:OST DETAIL B BOW.RAFTER/POST_DETAIL. s;3� POST/BA �2A , - F 1E . -CONCRETE BASE RAIL ANCHORAGE.. j �J Not ToScele' ? Not To Scale ll SE —RAIL CONN; DETAI Not To Scale (OPEN CARPORTS WHERE SLAB.EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE'SHOWNINDETAIL IB) i.�'M=�.__�.- =�::� '.'^_-,�.-_.-- ---.--..- ---.- L--= �-._�_ "'-""--'- •-=-s� Ts POST 12 GA IF ROLL UP.DOOR FRAME) ``�� R• H• 2' x 2' x 2° 16.GA ANGLE CLIP. TS RAFTER POST HEADER, O BOTTOM OF WINDOW BED .� RING AND' IIQ2'o, INC. POST. AND TOP OF GI . E OS T�� W• ORKAVENUE TS TRUSSED RAFTER CHORD, 1 DE RAItIGIRT WITH (4) #12-14 x 3/4' SDPs DELA1dD OR16A 3 8 OR NON-STRUCTURAL HEADER ( j •'r (2) ON TOP OR BOTTOM, (2) ON SIDE Certificate of Auttiodza 92 •• * - TS END POST OR DOOR/ s WINDOW FRAME POST 2"x2•x2.16 GA ANGLE CLIP _ _ _ __ SECURE TO POST (EACH SIDE) "� 1-7/2• x 1-1/2' x 2' 16 GA CLIP 1.: r& TS NON-STRUCTURAL HEADER S BASE1WINDOWRAIL O __ = � - - -AND RAFTER CHORB/KAIL�NIT --i = -=_- - --_ _ _ - Thomas ol; ' OF NONSTRUCTURAL HEADER LESEC�lRhTO- - - , _ _ _ - - - _ _ _ _ - - - - 5TA (4) #12-14 x 3/4" SOPs, (2) ON. F: POST AND BASE RAIL - _ _ - _ =�12�'A IF__ROLLUP DOOR FRAME)_ Florida _ 8538 (12 GA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE .f - - _ - ( WITH (4) #12-14 x 3/4.' SDPs, NOTE: AT ROLL -UP DOOR ( (2) ON TOP, (2) ON SIDE : !• -� /// �51�• • " ' q•, G \\\\\ BE FLUSH WITH RAIL END. TS WINDOW BAILOR GIRTON~ ;\v\\ - CLIP POST TO RAIL ONLY ON ; FOR VERTICAL SIDING OPTION SIDE OPPOSITE THE'OPENING. _ TSCONTINUOUS BASE RAIL NON-STRUCTURAL HEADER, WINDOW CAROLINA CARPORTS, INC. POST TO RAIL, TRUSS CHORD, OR END POST/BASE RAIL CONN. s RAIL, OR GIRT TO POST CONN. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 4 ON—TIJRAL-1-FE74BER F.ANFJ—D�T-AIL--`,y '; o o cae Not To Scale NoEio-Seal B L ENGINEERING HOH ECHTO RR. NITS- - --_ _ y.j •,i IIID TESTlNO,' ne �- RR " °°°'''n' G78001 ensu�mo ammuow. orve�+mru. ium wmws m�wc txcemrs - _ cam. m�m°w� a 000ro�m A°P 0 TB SHEET 4 OF 6 NIPPLE DBL.- HD 2'x2'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 OR 2"x4" 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POST%RAFTER CONNECTION WITH (4)`#12-14;x 3/4" SDF's, (2) ON POST, (2).ON RAFTER _TEND POST/RAFTER CONIC -DETAIL Not To Scale TS RAFTER POST 'S NIPPLE :ACH WITH "LONG TS NIPPLE x 3/4" 1/8^ SECURE WITH (4) 012-14 x 3/4° _LING FASTENERS SELF -DRILLING FASTENERS 2 GA DOUBLETS HEADER GA TS POST 3/16' NIPPLE TO DBL. HDR. RAFTER POST/DBL. HEADER DETAIL 9 RAFTER POST/HEADER DETAIL Not To Scale Not To $tale 11/2"'x 1-1/2' x 2'. 16 GA CLIP ANGLE SECURE TQ RAFTER POST AND GABLE -RAIL WITH (4) #12-14 x 3/4" SDF.'s, NIPPLE TO 3116' 6° LONG TS NIPPLE TOP AND BOTTOM RAFTER SECURE WITH (4) 412=14 x 3/4" SDF's TS RAFTER 12" LONG TS. NIPPLE... / SECURE;POTO .NIPPLE �M/2' x T-1/2" x 2° 16 GA CLIP WITH (4) #12-14 x 3/4" SDF.'s, ANGLE SECURE TO RAFTER WITH (4) IA/2" x1A/2' x 2' 16 GA CLIP ANGLE ' AND GABLE RAIL #12=14.x 3/4". SDF's,,(2) ON TOP, SECURE.TO RAFTER AND GABLE 1=1/2' xt-1/2°7RE (2) ON BOTTOM RAIL WITH #12-14:x a..4'_SDF 5, CLIP ANGLE. (2) ON TOP, (2) ON BOTTOM - RAFTER POS RAIL WITH (4 (2) ON TOP, (2) ON SIDE TS GABLE RAIL . 24' 16 GA U-CHANNEL BRACE (5' TO 7'. POST) TS RAFTER POST 6' LONG TS NIPPLE 48" 16 GA U-CHANNEL BRACE (V TO 14` POST) ' SECURE RAFTER AND 'POST TS GABLE RAIL BRACE :ANGLE SHALL BE MIN.45 TO NIPPLE WITH. (4) #12-14 is 3/4-. TO MAX. 60" FROM HORIZONTAL SELF -DRILLING FASTENERS TS RAFTER POST GABLE RAIL TO RAFTER POST Ts RAFTER POST . CONNECTION DETAIL. r. SIDE EXTENSION... �^ NgtToScele GABLE RAIL TO RAFTER POST RAFTER/POST.DETAIL CONNECTION .DETAIL �� Not To Scala ' ' Not To Scale' 2" 2-1/4" FOR 12 GA FRAMING 2-1/2" FOR 14, FRAMING - 1 G ) 6 GAU-. E U CHANNEL BRACE — FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3/4" SDF'S AT EACH END (4 PER BRACE) RAGE S_EC 10N� Not To Scale 1-1/2" 18 GAUGE FURRING CHANNEL TASTENEb y TO EACH RAFTERWITH (2) #12-14 x 3/4° SDF v SPACED NOT MORE THAN 48" O.C. 26=.GA:-METALBO017= -_ _ ' PANEL -- -- - — i TS RAFTER ROOT PANEL-ATTACHMENT�� (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale 1 f 6' LONG, TS NIPPLE SECURE EACH WITH(!) #12-14 x 3/4' I e SELF -DRILLING FASTENERS • r, 12'GATS POST f �5 r `.' r •Iry TS BASE RAIL � Ilal r; p'9 3/16" NIPPLE TO 1! . BASE RAIL . N.oL-To_Scale �I TS RAFTER,P.OST 2°x4° 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4):#12-14 x 3/4' SDFs, (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 POST / LEAN=TO RAFTER:CONN.. DETAIL . 13 Not To Scale' ' H 605 W SIN ING ND TE N>4ryINC. fi05 WESW YORKAVENUE DEW CrF- ALE 8 Certifiosiee1Au oriza0o LLI Thomas'Qe I, P,E, nTG 11F i S Z. //'9/ ONA , CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 5/10/18 BECHZOL ENGINEERING "^ RR °� :NTT Mmd=iAND TEST/NG, Inc. CWWL wo cmmomm. orwmumirw, om wmmus nsrom e+coums a�uuK RR °° 0 G18001 amao— .mA,mmo- enrr..°000 V TB SHEET 5 OF 6 VERTICAL SIDE. OPTION. SEE .. ...i . .. TABLE 1 OPENING FOR SWINGING DOOR SHEET WITH NON-STRUCTURAL HEADER 1 U2" 18 GAUGE FURRING CHANNEL FASTENED TO 1 OF 6' . I //// /./ EACH RAFTER WITH (2) #12-14 z 3/4--SELF-DRILLING, I/ .I w—I I— / FASTENER SPACED NOT MORE THAN'ae" n r ' i GIRTS E . s a (TYplCal) Z MAX .OPENING FOR ROLL -UP DOOR WITH i 4- 4 NONSTRUOTURAL HEADER a 4 ' .TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE j BOX EAV-E FRAME:RAFTER ENCLOSED':BL.D.G =VERTICAL SIDES -,.- ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) TYPICAL SIDE ELEVATION. TYPICAL END ELEVATION r; NOT TO SCALE NOT TO SCALE b GIRTS (TYpical) OPENING FOR. SWINGING DOOR WITH NONSTRUCTURAL HEADER s - q .SEE TABLE 1 SHEET 1 OF6 s 'S s s 3' t= U 0 E 9 .5 . 17.MAY, OPENING FOR ROLL -UP DOOR WITH STRUCTURALAEADER a. 4 t4N3 4 a 3 '4 3 4 io a s • . . OPENING FOR WINDOW WITH NONSTRUCTURAL HEADER . LENGTH.VARIES DEPENDING ON NUMBER AND WINDOW RAIL AND BPACING OF. RAFTERS (Also eppllaable to End Weis) TYPICAL ,POST/RAFTEWGIRT•FRAMING PLAN. NOT TO. SCALE: BOX EAVE 1=RAW RAFTER UTILITY. BLDG. -!-VERTICAL SIDES. ROLL=UP DOOR SWINGING DOOR Me TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE BECHTOrjk 1=tE1�FIAD a INC: 605.1AVENUE •.• < i DELAND�FL20. Certiflca(flofA lion 8 Thomas Becb P,E. --- -- -- Florida LIB, _ _ STATE OF i •. FLORID -� S/0NA%- CAROLINA7CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA an /4M8_ BECHTOL ENGINEERING °w""x RR NTS ARID TESTING, /nc, ' arsuvwo u orvrxvwui. um wmaus Emu [xcxams o��xa RR `"Q ° ' G18001 c.wa�a x'ooms�az TB SHEET 6OF6