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Home My WebLink AboutPLANSC APPROVED PRODUCTS LIST TABLE t - - MAXIMUM ALLOWABLE RAFTEF . -,-'ME, END POST, GROUND ANCHOR AND PAA-ASTENER SPACING SPECIFICATIONS WIND SPEED I - PRODUCT CATEGORY SUB CATEGORY MANUFACTURER STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. 26 Gauge AG Panel STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. 26 Gauge AG Panel STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC 8x16 Flood Flap EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY Series 402-14 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY Series 407 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door -8' Wide EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door-1 O' Wide EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door-12' Wide EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door -16'' Wide EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES, INC. Model203 - Max. 12' Wide WINDOWS SINGLE HUNG - MI WINDOWS AND DOORS Model 185 SH QA APPROVAL EXPIRATION No. & DATE DATE FL6596.1-R5 04/05/27 10/10/17 FL6702.1-RS 03114/27 10/10/17 FL17381.1-R2 09/27/19 10/03/17 FL17996.3-R1 09/14/20 01/29/18 FL17996.5-R1 09/14/20 01/29/18 FL16806.2-R4 11/1120 06/18/19 FL16806.4-R4 11/11/20 06/18119 FL16806.1-R4 11/11 /20 O6/18/19 FL16806.3-R4 11111 /20 06/18/19 FL8888.01-R5 12131 /19 10/06/17 FL17499.1-R5 10/17/23 03/27M 9 OPEN 180 ISO N/A N/A N/A WA WA N/A WA WA N/A ON -CENTERS ALONG RAFTERS OR PARTIALLY MAXIMUM PURLINS, AND POSTS OR GIRTS ENCLOSED ENCLOSED RISK WIND EXPOSURE ULTIMATE WIND SPEED NOMINAL WIND SPEED POST/RAFTER SPACING .(INCHES) INTERIOR END 180 180 CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTSIRAFTERS 180 180 110 TO 150 89 TO 116 5.0 6 6 I C 151 TO 180 117 TO 139 4.0 6 6 N/A WA NOTES: 1. Spedikations 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. 156 138 2. Spectfiwtions 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 requirements for other roof heights and/or slopes may vary. 165 147 ULTIMATE WIND SPEE 110 150 180 180 .120._130 .140. 12 ISO 172 14 30'Anchoi- - d 16 Detal 1D - I � 179 154 18 l Fi-- g 20_ 4V Ancho 155 ., I 133 0 22 De1a111C 0 24 J 180 174 26, m 28 175 157 30 NOTES: DETAILS 1C AND ID SHOWN ON SHEE 1. DOORS AND WINDOWS SHOWN MAYBE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: METAL CARPORT INSTALLATION PLANS AND D 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. 60'Alldwr 605 WEST NEW YORK AVENUE Detail lC DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 _ 4OFfi A PRODUCT SHALL HAVE A VALID. FBC PRODUCT APPROVAL: B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION REOURIEMENTS. 2 FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAYBE RAISED OR LOWEREDASNECESSARYTOACCOMODATE SRAMING CONNECTIOTEb NS - GENERAL NOTES: REVIEWED FOR He Cop _ RECEIVED 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN IS, �II PI 111 _NCE -- PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET-BACKS,.FINISHFLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OT SRT. VV 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF, SUPPORTING DEAD LOAD 0 11 HE STRUCTURE AND APPLICABLE LNEd N IT_L��S.�PRdOEN Sr NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THEFBCAPPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND ;INSTAALLLL�� AAFF��BBLLINA CARPORTS, INC.; WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERINGAND TESTING, INC.; SHALL NOT BE RESPONSIBLE FOR STRUCTURAL b@bk 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. 1 4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURERS 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. - - - 6. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4' SELF DRILLING SCREWS WITH 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 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 ANCHORS. SHALL SE TAPCON REDHEAD LOT 1/2' 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 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 2,000 PSF IS ASSUMED. 11. 14 GA FRAMING: 2-1/2' x 2-12' 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 Y x 2' 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. THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED B' UNDERSIGNED PROFESSIONAL ENGINEER, AND ARI ACCORDANCE WITH THE REQUIREMENTS-0FSECT THE FLORIDA BUILDING CODE, SIXTH EDITION (2017 ARE VALID UNTIL THE NEXT REVISION OF THE FLOF BECHTOL 6D5 WEST NE ,nw,ea r.e. F7wWe i*� CAROLI, P GENERIC PLANS FOR NOV 0 4 2019 HE fMlucie County, Permltting euPLMc SCANNED BY St. Lucie County ��l�W� •.�V• IIMg \TATE OF FLORIDA BECHTOL EA/G/NEERlNG RR NTS AND T151=14%I'm BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF C TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN_ CARPORT - VERTICAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOTTOSCALE TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF FLOOD VENT W eo W.i TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOTTOSCALE BOX SAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOTTOSCALE FRAME RAFTER UTILITY BLDG - ROLLi1P (As epp TYPICAL SIDE ELEVATION TYPICAL END ELEVATION I TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTOSCALE' - - NOT TO SCALE NOTMS'CALE NOTTOSCALE RAFTER ENCLOSED BLDG - TYPICAL SIDE ELEVATION NOTTOSCALE File CoP TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOTTOSCALE CODE COMPLIANCE ST. LUC 9,QQUNTY BOX EAVE FRAME RAFTER UTILITY BLDG - TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE FlmMA ROOF TYPICAL.END E1110N 111, � NOT TO SCALE. �"l NBEy�— R • .. CAROLINA CARPO dog ..NC. .•' % LWL1 i pSEOF GENERIC PLANS FOR USE IN THE STATE OF FLORIDA J BECNTOL ENGINEERING AND TE9NNG, Inc mYLL10O4IDRti-•'.. G•/�ENl.4-011V6WdrtfIW 4u9tflO hmI IANLbpmW. RR -26 GA GALVAN® METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS 12 2 '24' iS GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) 412-14 x 3/4' SDP§ AT EACH END H PER BRACE) TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE SEE L 24'-l" TO 30' T RAFTER A. GALVANIZED METAL ROOF PANELS 26 GA GALVANIZED METAL ROOF WWI 'EKED TO RAFTERS PER MANUFACTURERS FASTENED TO PURUNS PER MANUFAC ALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS 12 142' 18 GAUGE FURRING 24' 16 GA U-CHANNEL BRACE FASTENEDTO RAFTER WITH (2) 812-14 x 314' SDF8AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOTTOSCALE END WALL OPENINGS NOT TO SCALE 24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) 912-14 x 3/4' SDPaAT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTER/POST.FRAME SECTION - VERTICAL ROOF NOT TO SCALE 7-IW 18 GAUGE FURRING CHANNEL FASTENED -TO EACH RAFTER WITH (2) a12-14 x 34' SELF-DRBLNG MV bPAUW NOT MORE THAN 48. O.C. O 4 SEE TABLE 1 SHEET IOF6 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POST/RAFTER FRAMING PLAN -VERTICAL ROOF ILL l�l'hl✓'.la TYPICAL BOW RAFTER GABLE END. FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE ENDFRAMING PLAN NOT TO SCALE 1 REVIEWED FOR s CODE COMPLIANCE I LUCIE T. y_ 5 BOCC 24.1EGA TO BRACE 2 FASTENED TO RAFTER Wfi1). 4 (2)412-14 x 3M' SELF-DRILUNG ,A SCREWS AT EACH END (4 PER BRACE) He L OPTIONAL 24'-1"TO 30' TRUSSED RAFTER - BOX EAVE NOTTOSCALE .. ROOF DcrENSION OPTION MAINSTRUCTURE STANDARD TYPICAL LEAN-TO OPTIONS FRAMING PLAN BOTH OPTIONS SH W \% NOTTO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW _ �•C".7%O //// VMNEL BRACE IT TO 7'POST) _ l 9E •••� i BECHTOL ENGINEER] T NO, INC. BRACE ANGLE SHALL BE MIN.ST) E 6 BRACE ANGLE SHALL BE MIN-3M EAMND. O A uE O: - 3553 ••• TO MAIL 45' FROM HORIZONTAL CeRfirEOB W tio" H _' O' y - li Lw : 2 4 \ ` Flarltla Llrorisa'P.E i� S(p• Q,: �� CAROLINA CARPORT CL7. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHTOL ENGINEERING RR _ - NTB AND TESMa b,c mmaw®rto.rxrx..wca.,r.v..w..mwamweue.rFu °ma' RR 1°°"m G166OI . �'a�'a� - ETA 'CYGR 9l1Ca / \THROUGH BASE RAIL WITHIN 6'OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS —4• MINIMUM r MINIMUM MINIMUM 2.10 EMBEDMENT e 12• MOOLITHIC CONC. FOOTING (2800 PSI MIN.) REINNFORCED WTIH 2 #Se CONTINUOUS NCR 1A ETE BAS Not TO DRILL 5V HOLE THROUGH THE �rWAQumc ANCHOR EYE WITH J- TS CONTINUOUS BASE RAIL (SEE GROUND ANCHOR SCHEDULE, SHEET I OF 6, FOR REWIRED ANCHOR) CONTINUOUS 4- CONCRETE PAVEMENT EYEANCHOR-- ' CONCRETE BASE RAIL ANCHORAGE �� NW Ta Sgle (OPEN CN7PORTS WHERE STAB EDGE DISTANCEDOFS NO7 Ir1EETMININUM EDGE DISTANCE SHOWN IN DETAR 1B) TS TRUSSED RAFTER CHORD, / 3R NONSTRUCNRAL HEADER J TS END POST OR DOOR/ WINDOW FRAME POST - ri2•xr16GAANGLE CLIP SECURE TO POST (EACH SIDE) A TSBASEAYINDOWRAILORAND RAFTER CHORD/RNL WITH NONSTRUCTURAL HEADER(4)#12-14x 314'SDFs,(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 POSTTO RAIL ONLY ON SIDE OPPOSITE THE OPENING. TO RAIL, TRUSS CHORD, OR 4 MINIMUM 6'TAPCONREDHEADLDT 2•x MINIMUM S•12• EXPANSION ANCHOR iE RAIL WITHIN S' OF EACH 5 ALONG SIDES AND EVERY END .ONG END WALL SECTIONS 6• MINIMUM4•— NTINUOUS 4'CONCRETE PAVEMENT ,"1 CONCRETE BASE RAIL ANC B 7 Crv�6 rnCnnuel -Mier oonoTe run vi 24' IS GA U•CHANNEL BRACT 48' 16 GA UCHANNEL BRACE RAFTER POST ,EMBEDMENT 'OST TO NIPPLE WITH x 314• SOPS TZBOX EAVE RAFTER/POST DETAIL � NMTO Scale � - REVIL> "�> �. CODE C PAPUk- ST. LUCK Cai.Ni A. - BOCm TS RAFTER POST Y-12• x 1-12• x r 16 GA CUP ANGLE SECURE TO POSiANDSASE RAIL WITH (4) 012-14 x 3N• SDPs, (2) ON TOP, (2) ON SIDE CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To Scale DRILL S18• HOLE THROUGH THE SASE RAILANO SECURETO ANCHOR EYE WITH 12' DIAMETER TOP OFASPHALT F ORSTABLEGROUND WASHERS DRILL 518' HOLE BASE RAILA —TS CONTINUOUS ANCHOR EYE WITH BASE RAIL T EYEANCHOR 618' ROD 4r LONG WITH r HELIX OR Sl8'ROO68•LONG (SEE GROUND ANCHOR WITH THELM SCHEDULE, SHEET I OF 6. AS APPLICABLE FOR APPLICABILITY) BASE RAIL DEEP ANCHORAGE Not TOSONa TS BOW RAFTER POST. WASHERS EYEANCHOR U (SEEGROUNDANCHOR SW ROD 30•LONG SCHEDULE, SHEET! OF 6, WITH DEL 4•HELD( FOR APPLICABILITY) -24' 16 GA UCHANNEL BRACE (S SO T POST) 46. 16 GA UCHANNELBRACE (S TO 14• POST) BRACE ANGLE SHALL BE MINA 51 TO MAX 60' FROM HORIZONTAL NIPPLETO BASE RAIL BOW RAFTER/POST DETAIL Not To Sml POST T a 2' x 2.16 GAANGLE CLIP SECURE TO POSTAND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH (4) 012.14 x 314' SDPs (2) ON TOP OR BOTTOM, (2)ON SIDE TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL,.. OR GIRT TO POST CONN. DETAIL Not To Scale - BASE RAIL ANCHORAGE tu. Nat TO S¢le 6• LONG TS NIPPLE SECURE POSTTO NIPPLE WITH (4) 012-14 x 314• SOPS BASE RAIL POST/BASE RAIL CONN. DETAIL Not To Swe J� ..N• BE�yT TING, IN y D 3g538 • N LII Ill SZptEo • ///I/sslos N CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA AVBECHWL ENGINEERING AND TESTING, Ina maamamrxamus rr+ea•.anrk.xmu.+wuamveram�w c.saexe.xr,.x.mmm - ZNZ` C' 16 GA ANGLE CUP SECURE TO POST AND RAFTER WITH (4) 912-14 x 314' SDFB, (2) ON BOTTOM, (2) ON SIDE OR 2*x4' 16 GA PLATE SECURETO EACH SIDE OF TS END POST POSTIRAFTER CONNECTION WITH (4) 912-14 x 314-Son. (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL 1 NM To Stale 1.17 x 1-72' x 716 GA CLIP ANGLE SECURE TO RAFTER POSTAND GABLE RAIL WITH (4) 912.14 x 3W Son (2) ON TOP, (2) ON SIDE 1.112* x I-Vr x 2' 16 GA CUP ANGLE SECURE TO RAFTER AND CABLE RAIL WITH (4) 912-14 x 314- SOFB, (2) ON TOP, (2) ON BOTTOM GABLE RAIL TO RAFTER POST .CONNECTION DETAIL i iA Not To Sotle BRACE SECTION Not To Sede NIPPLE TC DEL MDR. S' LONG TS NIPPLE SECURE EACH WITH (4) 912-14 x 314- SELF-DRILLING FASTENERS CA TS POST 6' LONG TS NIPPLE SECURE WITH (4) 912-14 x 3W SELF -DRILLING FASTENERS DOUBLE TS HEADER NIPPLETO DBL MDR. RAFTER POST/DBL. HEADER DETAIL it RAFTER POST/HEADER DETAIL � NotToSde � - NW To Soale 1-02'x 1-1TI x 716 CA CUP ANGLE SECURE 70 RAFTER POSTAND GABLE RAILWTTH (4)912.10x&4'SDFe, NIPPLETO�\\ 3N6' TOP AND BOTTOM RAFTER / ✓I /VLONGTSNIPPLE SECUREWITH(4)912-1`4x314'SDFB TS RAFTER 17 LONG TS NIPPLE SECURE POST TO NIPPLE 1-11rx1-17x2.16 SECURE TO RAF (2) ON 'S' LONG TS NIPPLE SECURE RAFTER AND POST TS CABLE RA TO NIPPLE WITH (4) 912.14 x 310 SELF4)RBLING FASTENERS TS RAFTER POST GABLE RAIL TO RAFTER POST R CONNECTION DETAIL I� NWT. Scale 1.1018 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 912.14 x 314' SOP SPACED NOT MORE THAN 48' O.C. 28 GA METAL ROOF PANEL TS RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale 24. 16 GA U.CHANNEL BRACE (STOT POST) 48' 18 GA U-CHANNEL BRACE (S TO 14• POST) BRACE ANGLE SHALL BE MIN.45- TO MAX. 68' FROM HORIZONTAL POST H WITH(4)912.14 x 314' IG FASTENERS GA TS POST BASE RAIL V \ BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL tv Not To Seale OF (2) ON RAFTER ITS LEAN-TO RAFTER ZW'x2' 16 GAANGLE CUP SECURETDPOSTAND RAFTER WITH (4) 912-14 x 3W SDPx, (2) ON RAFTER (2) ON POST SIDE EXTENSION POST / LEAN-TO RAFTER CONN. DETAIL -RAFTER/POST DETAIL Notresvle NotTu Scale REVIEWED -FOR CODE COMPLIANCE ST. LUCIE COUNTY _ BECHTOL ENGIN ER N�Af�D 6,1 iby TS LEG POST 'f TS LEG POST�711 BOCC 6a6WESTNEWYOi'-'.. �Y ncl aun n relne a •nENSR --•- Tip TS RAILS TS POSTS CeNficate of 6 E 538 1 4 Thomas Beelrt , Pi *• ' ��i TS BASE RAIL 8' �Qp Fb4de Llo3irse \ r �A ' STATE OF : �i0it�''•, FLORIOP;•' TYPICALFLONCOPLAN ON A\- �'? \`• VENT NOTTOSCALE CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA SEE GENERAL NOTE No. 12, SHEET 1 OF 6. 7116/19 MVBECHTOL ENGINEERING RR Nis AND TESTWG, Ne RR G18881 rauut.aa®Rcwc,�rmaQua„m.rmw+wrutrnme.oavw �TB SHEET60F8, VERTICAL SIDE OPTION GIRT (TTPicei TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN, NOTTOSCALE - -' BOX EAVE FRAME TYPICAL SIDE ELEVATION NOTTOSCAIE A TWINGING DOOR JCTURAIL HEADER - VERTICAL SIDES TYPICAL END ELEVATION NOTTO SCALE 1-1A2. 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER NiTH (2) 012-14 i 3W SEX -DRILLING r--I I— FASTENER SPACED NOT MORE THAN 46• oG GIRTS_< (WWI) \ OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER Itl®I®i-I®I�I�Isil I TYPICAL POST/RAFTER/GIRT FRAMING PLAN - NOTTOSCALE BOX EAVE FRAME RAFTER UTILITY.BLDG - ROLL -UP DC (AS aPPfila TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE File Copy REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 22;r c N !3 38 O` anae E4tlrtd - - FWdaLk- CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA un .TN5M9 SECHTOL ENGINEERINGRR� NTS .AND TESIDN, M . e'�" RR ""O'-" G19WI �s.wm,r�"®m - '""@7B SHEET6OF6 .'