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Home My WebLink AboutCARPORT SPECIFICATIONS.DocuSign Envelope ID: 5B4502D4•' 'A9F8-98F9-EDD623003059 Uorporate UMCe R O. Box 1263 Scheduling: (800) 070-4262 197Cardinal .R.idge-rrail CAROLINA CARPORTS, INC Scheduling: (336) 367-6400 Dobson, N. C. -)"M1 7 SCANNED _PANNE n OUAI_ITY, CrSTOMER SERVICE AND REST PRICES Alan's � ix: (800) 385-.1204 Alan's Factory Outletay ./ Pl? Box 646 I9R � Ifft ail: a mian al risfactoryoutlet.dom Website: www.alansfactoryoutiet.com Rep. Aian's Factory Cutlet I Alan'S Pl9t)99e: ]-$(j{}_488_69U3 UAte:,I.IB Customer Name: Allen Ruppert County; Saint Lucie Tax u/o 6.50% Address: 288 N FFA Rd Icity fort Pierce State: I FL I Zip: 34945 Phone I Work: 772-834-0026 1 flon e: I Email: allen.m.runnert!a?gmail.coin Unit Size 24' :x 36' HT. 9j GA 12 All Orders C.O.D. Color Top I White I Trim I Slate Blue �9,55J.U� Price Sides: White Garage Dillon: White (options 24' x 36' Vertical i, hrage S'3,595.00 Certified 180 [,Wfi S5.50.00 $62 1 08 fay 12 Gauge Frailmig $.1751.00 9' Leg Height S345,00 Both Vertical Sided Closed S1,070.00 $IO,I.?6.OH Surlotal Front Vertical End Closed $1,110.00 Back Vertical End Closed $1,110.00 ('_.) 9' x 8' -Rol i UpGqrage Doors $1,400.00 1,624,j5 �fC once approved 17% I)CDU51[ lion-refuodc+bie allay 3 days (1) 36" x 80" Walk -In Dour: Color: White $200.00 t' t � y �q t y 4 , QQ� .p8,J51.1'7 3 r,,tnt r\ �, I , Eyl f 4-3 Cd A t $0.00 �citiiiiunal Lai,itr Chu t S9,545.00 $8 551.73 Balance Ducat installation NOTE:,; FRAME I FT SHORTER THAN ROOF LENGTH Roof Style Regular Soy k,aee v'ertietll X Installation Tv le Cement I X lGro6nd As halt Other Power Available Yes X No Uncertified C:ertifted X BI.tiDING PURCH tSE C ONT t.Acr '['his purchase agreement (the "Agreement") is made by a d between Carolina Carport Inc. ("CO"). a Norib Carolina cnrporation. avid __Allen ttuppert._......__ (tile "surer"). . i Buyeragrees, after tieing fully educatedabout C(. is s arious products including the rourteen (14) gauge, lwehr 12 gauge, and certified units, to bay" and CC] agrees to sell. ptlrs'uant to the terms listed in this Agreement described above. Buyer has read and understands the terms of this agreement, including the terms and conditions contained Ion the reverse side of this document. which terms are expressly ineorpornied herein by reference, as ivell as any andall relevent warranty information and agrees to he bound by same. ! Delivery time frames are estimated only and are not gurantecd. Cancellation of your order after 3 days will result in forfeit of deposit. Deposit is non-refundable after 3 days. i Customer. V C'CI: By: AW :authorized Representative 4 FBC APPROVED l -_-__)DUCTS LIST MAX.ALLOW. DESIGN PRODUCT SUB CATEGORY MANUFACTURER APPROVAL EXPIRATION PRESSURE CATEGORY NO. &.DATE WIND DATE (PSfl _ SPEED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. F 6596. 5 04/05/27 180 +27.3 / =62.5 26 Gauge AG Panel /10117 STRUCTURAL COMPONENTS STRU_CTCJR7C WALL CAROLINA CARPORTS, INC. FL6702rtR5 03/14/27 180 +27.3I-62.5 26 .Gauge AG Panel 110/1T STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL17381.1-R2 09/27/19 N/A N/A 8x16 Flood Flap 10/03/17 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY 171_1.7996.3AI 12/03/18 139 +40.0 / -40.0 Series 402714 01/29/18 . EXTERIOR DOORS WINGING ELIXIR DOOR AND METAL COMPANY allow FL179 5 ,_1 09%14l20 170 +.40.0 / 45.0 — Series.407 1729%'F8 EXTERIOR DOORS ROL UP ABTA INDUSTRIES INC. ?F•L8888 R5 �lii/O6/47 12l31l18 180 +55.8 / -55.8 Model 203 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS -FL117499.1=R2 10/17/18 180 +55.0 /=55:0 Model -185 SH 12/29/17 TABLE 9 . . RAFTER.FRAME, END. POST, GROUND ANCHOR AND PANEL FASTENER.SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM P:URLINS, AND POSTS OR GIRTS (INCHES)- WIND ULTIMATE NOMINAL POST/ RAFTER INTERIOR END, RISK -EXPOSURE WIND. SPEED WIND SPEED ' SPACING CATEGORY CATEGORY (MPH) . (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS _ 110 TO 150 89 TO 116 5.6 6 6 C 151 TO 180 117 TO 13 4 0 - -- 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 2.0 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 1.60. 170 .180 y:2 14 3eAnchor 1.6 D"ab 18. 0 20 48" An z 22 Defaill C 0 24 m 26 28 FT ,760 Anchor ; 30 ii Detail 1C K DETAILS 1C AND 1 D SHOWN ON SHEET a OF 4 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 NOWHABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS N0TSPECIFICALLY.ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBCAPPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., WHICH EXERT:AIDDITIONAL 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• ALL COMPONENTS AND CLADDING:SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION: INSTRUCTIONS. 5• ALL FIELDTRAMING CONNECTIONS.SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT .C.ONTROL:SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6• CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PS [.AT 28 DAYS. THE, REINFORCING STEEL SHALL BE MINIMUM GRADE 40...CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED.WITH.6X6-W1..4XW:1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM:A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT. COMPLYING WITH ASTM 01116. 7• BASE .RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 67 OF EVERY P:OSTLOCATION, 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 GROUNDANCHOR REQUIREMENTS. . 8..:CONCRETE .EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT. u, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9 POSTIRAFTER BRACING: BRACE ON EVERY POST/RAFTER. CONNECTION, EXCEPT FOR END WALLS-ANO GABLES: 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 SIXTH EDITION.(2017) -RESIDENTIAL, AND SECTIONA816.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017).- BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000. PSF,IS ASSUMED: 1.1. 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE.STEEL_(TS): 12 GA.FRAMING IS 2-1/4":z 2-1/4" TS. jpe-r,,, rz-� ST. LUCIE COUNTY BUILDING DI_V_ISIO__N REVIEWED.FOR COMPLIANCE! REVIE e�Y 0_7THIS / IS TO. CERTIFY THAT THE CALCULATIONS AND . . _DATE PLANS AND PERMIT MUST BE kPf ON JOB SPECOCATIONS.HEREIN HAVE BEEN PREPARED BY THE . UNbERSIGNED.PROFESSIONALENGINEER,AND.ARE IN SITE OR NO INSPECTIONS) WILL BE .MADE . ACCORDANCE WITH. THE REQUIREMENTSOF.SECTION 1609OF METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENED SPECIFICATIONS 11" r-0t: rLAIV5 ANU ALL I'HUNUStU WUHK ARE SUBJECT TO ANY CORRECTIONS FOR -CONSTRUCTION IN THE REQUIRED:BY FIELD INSPECTORS THAT STATE OF FLORIDA MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. PREPARED FOR. CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 CONCEALED FASTENERS OR ATTACHMENTS PREPARED BY. ARE THE RESPONSIBILITY OF THE BECHTOL ENGINEERING AND TESTING, INC. CONTRACTOR OR RECORD 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 COPY FILE THE FLORIDA BUILDING CODE, SIXTH'EDITION (2017). THE PLANS ARE. VALID. UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. . BECHTI AND G,., ING. sos . oRlc vENuE DELlWB„ A 32720 ro,_ Fla <�ians ' 'Q8538 gTATE E �� _\ I O N 100 CAROLINA CARPORTS, INC. GENERIC PLANS FOR THE STATE OF FLORIDA 4/4/la BECHTOL ENGINEERING RR '`"1e NTS. AND 7ESTNAmmv . I . . . Ina '� RR ^OL1p G18061 ®p61� "4i0�TB SHEET I-OF5 BOW FRAME RAC _'R OPEN CARPORT -HORIZONTAL OF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF E' . I FRAME RAFTER UTILITY BUILDIL. 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 NOT TO SCALE NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE. NOT TO SCALE �L--J= TYPICAL SIDE ELEVATION TYPICAL END ELEVATION 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 mpm ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable). ROLL UP DOOR g WINGING DOOR. (As applicable) (As applicable) 6' - 6' EN L SED.LENGTH IVARIF TYPICAL sibE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION . NOT TO SCALE NOT TO SCALE ' ' TYPICAL SIDE ELEVATION - TYPICAL END ELEVATION. NOT TO SCALE NOT TO SCALE BOX EAVE FRAME •RAFTER OPEN CARPORT - VERTICAL ROOF BOX SAVE FRAME RAFTER UTILITY BLDG -VERTICAL ROOF ON EAVE FRAME RAFTER f CLO.SEDB.DSa\CERCAL RQ0 ROLLAM DOOR SWINGING DOOR (As applicable) (As applicable) ROLL -UP DOOR S WING►NG_DOOR (As applicable) .(As applicable) . s• E CLOSEDLE GTM ARIES TYPICAL SIDE ELEVATION TYPICAL END ELEVATION. NOT TO SCALE NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE BEC'BESTING, INC. 805 W� T �i DD }3fD Ce` /4Ahorwan '• 8538 Themes P.E.. Fl6rjdsQcehse Z TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE ST CAR C31 ` 'TS, INC. GENERIC PLANS Fft USE ►1N i HE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION BECHTOL ENGINEERING MU� AND 7ES77N4 Ina memroro +emu tea. am UUMALS TEMM oMMM °i�d��®0Q'n 3m18 NOT TO SCALE NOT TO SCALE ° "1°' RR same NTS n.co-a RR "'°' n G18001 ""'a@ TB SHEET 2 OF 5 26 GA. C- t __,i OZED METAL ROOF PANELS FASTENED TO'RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 2 12 4 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) _. LU 24' MAXIMUM'RAFTER SPANONSINGLE RAFTER . >24' T.O 30'. RAFTER SPAN REQUIRES A TRUSSED RAFTERI� ASSHOWN'ON THIS SHEET' OF q ; TYPICAL INTERIOR RAFTER/POSTFRAME 'SECTION - BOW FRAME NOT TO SCALE -LENGTH VARIES'DEPENDING ON NUMBER AND SPACING OFRAFTERS" SEE .. TABLE 1 SHEET 3 1 OF'5 TYPICAL-RAFTER/POST FRAMING PLAN = BOW FRAME . NOT TO SCALE 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS' z 12 . 4' 3 24' 16 GA U-CHANNEL BRACE _ FASTENED TO RAFTER WITH c� (2) #12-14 x 3/4' SDF's AT _ EACH END (4 PER BRACE) 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER ' >24, TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER, AS SHOWN ON THIS SHEET TYPICAL INTERIOR RAFTEWPOST FRAME SECTION - BOX EAVE'- HORIZONTAL ROOF NOT TO SCALE ' LENGTH.VARIES DEPENDING ON NUMBER AND.SPACING OF RAFTERS . .SEE TABLE.1 SHEET + 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURER'S, INSTALLATION INSTRUCTIONS 1-1/2' 18 GAUGE FURRING CHANNEL (PURLIN) z 4 . . r 24-:16 GA U-CHANNEL BRACE _ FASTENED TO RAFTER WITH w (2)'#12-14 x 3/4' SDFs AT x 'EACH END (4 PER.BRACE) U1 q 24'.MAXIMUM RAFTER SPANONSINGLE RAFTER >24' TD 30'.RAFfER SPAN REQUIRES A TRUSSED RAFTER O AS SHOWN ON THIS SHEET ' iio. PICAL INTiERlO FTiEWPOST FRAME SECTION �VERTIC~ALROQF 1-1/2' 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. s, SEE " TABLE 1 .-SHEET 3. 10F.5' 1 OF 5 4 3 LENG ,VARIES DEPENDING ON NUMBER _.� AND.SPACING OF RAFTERS TYPICAL RAFTER/POST FRAMING PLAN -'BOX EAVE NOT r.0 SCALE P.OSTIRA R F Iy11NGIR-N�-_VER; ��CaL3ROQF �; - - _ _I TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE NOT -SCALE SEE TABLE 1 OPENING FOR SWINGING. SHEET 12 DOOR WITH NON-STRUCTURAL 7 1 OF 5 5. HEADER S' 9' - 6 4 -6- 4. — _ 2 cz 4 - 12' MAX.'OPENING 6 4 24" 16 GA U-CHANNEL BRACE FOR ROLL -UP 4 4 . .. . FASTENED i O RAFTER WITH, WITHSTRUCTURAL HEADER _ _ oaeninGFOR. SWWGNGD" 4 (2) #12-14 x 3/4' SELF -DRILLING 0' (TYPICAL) 12' MAX. OPENING FOR ROLL -UP DOOR WITH WQHNO' RUCTURAL(4 STECER SCREWS AT EACH END PER BRACE) 0 4 3 4" 4 g 4" 5 4 NONSTRUCTURAL HEADER_ -—. 4 1 4 ./3 3 . 'ICAL.SIDE. WALL OPENINGS FRAMING TO SCALE H SING FOR WINDOW"WI1 4-STRUCTURAL HEADE AND.WINDOW RA so applicable to End Wall LD 5 OPTIONAL 24'-1" TO 30' TRUSSED RAFTER _ BOW NOT TO SCALE FMISS owim ROOF EXTENSION OPTION A'�'N _ TYPICAL LEAN-TO' OPTIONS FR NOT TO SCALE -'(PDX EAVE.RAFTER SH 24" 16, GA U-CHANNEL BRACE (5' TO T POST) 48" 16 GA U-CHANNEL BRACE (V TO 14' POST) BRACE ANGLE SHALL BE MIN. 30" TO MAX. 45" FROM HORIZONTAL FULL 6" WELD BOTH SIDES WELD, ALL WEB CONNECTIONS, BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE LEAN-TO FRAMING PLAN NOT TO SCALE - - : . . _. MAIN STRUCTURE S 3_ PLAN (BOTH OPTIONS LY STANDARD LEAN-TO IS APPLICABLE LEAN-TO OPTI wig) . . FRAME'RAFTE /I,. INSTALL 1/2' x MINIMUM 5-1/2' EXPANSION ANCHOR _ THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER POST ALONG SIDES AND WITHIN 6' OF EACH END WALL POST ALONG END WALL SECTIONS 4- MINIMUM —►1 r27 MINIMUM MINIMUM 2-1/2' EMBEDMENT 12" MONOLITHIC CONIC, FOOTING.(2500 PSI MIN.) REINFORCED WITH 2 #5`s CONTINUOUS fi 30NCRETEBASER�i41L _ANCHORAGE 1A Not To Scale DRILL 5/8' HOLE THROUGH THE 2' WASHERS BASE RAIL AND SECURE TO - ANCHOR;EYE WITH 1/2" DIAMETER TS CONTINUOUS THROUGH BOLT BASE RAIL (SEE GROUND ANCHOR MINIMUM 4°-SCHEDULE,.SHEET 1 OF.5, FORREQUIRED.ANCHOR) ' CONTINUOUS 4' CONCRETE PAVEMENT . EYE ANCHOR - �� CONCRETE BASE RAIL.ANCHORAGE. 1 E Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) . TS TRUSS.ED RAFTER CHORD, OR NON-STRUCTURAL HEADER — TS END POSTDOOR/ WINDOW FRAME POST TS BASE/WINDOW RAIL-09 NON-STRUCTURAL HEADER 12 GA IF ROLL -UP DOOR FRAME) - 4 No/ t To Scale 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 3/4- SDFs, (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. INSTALL 1/2• x MINIMUM 5-1/2' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER POST ALONG SIDES MIN. 6" MINIMUM 2-1/2" EMBEDMENT r MINIMUM 4'. Z CONTINUOUS 4' CONCRETE PAVEMENT 8_�CONC- 2%�RETE BASE RAIL ANCHORAGE (OPTIONAL -OPEN CARPORTS ONLY) 24' 16 GA U-CHANNEL BRACE (V TO T POST) 48" 16 GA U=CHANNEL BRACE (9 TO 14' POST) BRACE ANGLE.SHALL BE MIN. 45° TO MAX. 60° FROM HORIZONTAL NIPPLE TO. 3\ /16° t\ RAFTER V DRILL 5/8' HOLE THROUGH THE 2' WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/7DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL TOP OF ASPHALT PAVEMENT OR STABLE -GROUND SURFACE EYE ANCHOR _ 5/8" ROD 48" LONG WITH 6" HELIX OR 5/8' ROD 60' LONG (SEE GROUND ANCHOR . WITH T HELIX, 4� SCHEDULE, SHEET.. OF 5, AS APPLICABLE FOR' APPLICABILITY) 1 C BASE: RAIL DEEP ANCHORAGE f Not To Scale NO SCREWS. REQUIRED IN BOW BEND TS RAFTER I . `6'. LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4'.SDFs TS RAFTER POST � _EA�/E RAETER%POST DETAI =. N To Scale - TS RAFTER.POST� 1-1/2".x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 3/4' SDFs, (2) ON TOP. (2) ON SIDE '4TS CONTINUOUS BASE RAIL �IDPO�TJBASE -RAIL ONN: Not To Scale 5" BOW RAFTER 7 DRILL 5/8° HOLE THROUGH Y'n 2" WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 111T DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE EYE ANCHOR (SEE GROUND ANCHOR . 6/8" ROD 30" LONG SCHEDULE; SHEET 1 OF 5, WITH DBL 4' HELIX FOR APPLICABILITY) BASE RAIL ANCHORAGE 1 D Not To Scale 4. 16 GA U-CHANNEL BRACE (S TO.T.POST). 48" 16 GX U-CHANNEL BRACE (V TO 14' POST) BRACE ANGLE SHALL BE MIN. 45° TO MAX_ . 60° FROM HORIZONTAL. NIPPLE TO t BASE RAIL 6- 3. 3• 6" LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3/4' . TS RAFTER POST SELF -DRILLING FASTENERS -BOW: RAFTER/POST DETAIL vWLONGTSNIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4- SDFs TS RAFTER POST CONTINUOUS BASE RAIL 1 L�-05f/BAS rL61�N.=aETaIL Not To Scale TS POST (12 GA IF ROLL -UP DOOR FRAME) / 2" x 2" x 2" 16 GA ANGLE CLIP SECURE TO POST AND.TOP OF HEADER. -OR BOTTOM OF WINDOW BEC IO ,TING, INC. •." 605 RAIIJGIRT WITH (4) 012-14 x 3W SDFs 1210 TOP OR. B_ OTTOM, (2) ON SIDE bEL440 jP 01M 3272o cord cg�of. on •••• y O. AT TS NONSTRUCTURAL HEADER (.12 GA IF ROLL -UP DOOR FRAME) Fbitggifl��No. 38538 E 01F FFORDOCAL �i OX•°TS FLOR\� SIDING GOPTION S ON�STRUeTURAL_HE�ADER-W NA01N CAROLINQ► CARPORTS, INC. fZAIL ORgGIRT T POSE CON DETA-1 GENERIC PLANS FOR USE IN THE STATE OF FLORIDA �6� Not To Scale 3/7118 BECHTOL ENGINEERING RR 'G a NTS AND 7E=NA h m �ariti+ uu onn�NV0UAL. � Wnxuis TMM oam� '� RR �'a G18001 """�°'�a'®O'� ""'� �7B SHEET 4 OF 5 i 2'xYx2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12A4 x 314" SDPs, (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) #12A4 x 3/4' SDPs, (2) ON POST, (2) ON RAFTER � E�hID_PpS�TIRA�IER:.C`Ol�'N"�DETAIL Not To Scale' - — --- ' �.1,41Y x 1; 1/2" z 2" 16 GA CLIP ANGLE SECURE TO RAFTER AND,GABLE RAIL WITH (4) . #12-14 x 3/4" SDPs, (2) ON TOP, %/27 x 1-112' x 2" 16 GA (2) ON BOTTOM IPANGLE SECURE TOFTER POST AND GABLE IL WITH (4) #12-1, x 3/4' SDPs (2) ON TOP, (2) ON SIDE TS GABLE RAIL TS RAFTER POST G0%BLE RAIL TO RA POS OONNECTION Not To Scale ' 2-1/4' FOR 12 GA FRAMING 2-1/2- FOR 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) Oil 2-14 x 3/4" SDPS AT EACH END (4 PER BRACE) - RACE-.SECTI:O 5 Not To Scale NIPPLE DBL. HE 'PLE WITH ;FASTENERS S POST 8 AF=TER-POS_ T%DB EADER;;1�-F�T.�11L' Not To Scale �- 1-1/2".x.1-1/2°'x 2' 16 GA CLIP ANGLE SECURET.O. RAFTER POST AND GABLE RAIL WITH (4) #12-14 x:3/4' S[ TOP_AND BOTTOM .. . 1-1/2' x 1-1/2' x 2" 16 GA CLIP ANGLE SECURE'TO RAFTER AND GABLE RAIL WITH (4);#12-14 is 3/4" SDFs, (2) ON -TOP, '(2) ON BOTTOM 4FTER POST NG TS NIPPLE IRE WITH (4) #12-14 x 3/4' -DRILLING FASTENERS 4 DOUBLE TS HEADER NIPPLE TO DBL. HDR. AFTER POST/HEADER`DEETAIL:' 9 Not To Scale NIPPLE RAFTER TS RAFTER 12' LONG TS NIPPLE, SECURE POST TO NIPPLE WITH (4). #12-14 x$/4" SDPs, 6' LONG TS NIPPLE SECURE WITH (4) 012-14 x 3/4' SDF°s 24' 16 GA U-CHANNEL BRACE (5 TO T 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. 46" TO NIPPLE WITH (4) #12A4 x 3/4- TO MAX. 60- FROM HORIZONTAL SELF -DRILLING FASTENERS TS RAFTER POST TS RAFTER POST - SIDE —EXTENSION - GABLE RAIL TO RAFTER POST 12 .RAFTER/POST DETAIL . CONNECTION DETAIL-' IJotToScale B 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 _TS RAFTER 3OOF PANEL ATTA_CHME y a_ (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale 10 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 is 3/4' SELF -DRILLING FASTENERS - 12 GA TS POST BASE RAIL NIPPLE TO BASE RAIL 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" SDPs,: (2) ON POST, (2) ON RAFTER yTS LEAN-TO RAFTER .2 'x2'x2" 16 GA ANGLE CLIP 'SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDPs; (2) ON RAFTER, (2) ON POST POSL LEAN=TO RAFTER CONN: DETAIL- 13 Not To . TImumalm Ifft`32T2WUE �J1�JIDSTING, INC. of Ife`32T2 . II�s Ie 1 P.E ,.. d W CILlceime.No. 38M of nov