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Home My WebLink AboutPLANS.7 FBC APPROVED PRODUCTS I PRODUCT CATEGORY I SUBCATEGORY STRUCTURAL COMPONENTS ROOF DECK I STRUCTURAL COMPONENTS I STRUCTURAL WALL STRUCTURAL COMPONENTS I FLOOD VENT a+ EXTERIOR DOORS a' EXTERIOR DOORS EXTERIOR DOORS EXTERIOR DOORS WINDOWS SWINGING SWINGING ROLL -UP ROLL -UP SINGLE HUNG N MANUFACTURER CAROLINA CARPORTS, INC. 26 Gauge AG Panel CAROLINA CARPORTS, INC. 26 Gauge AG Panel FLOOD FLAPS, LLC 8x16 Flood Flap ELIXIR DOOR AND METAL COMPANY Series 402-14 ELIXIR DOOR AND METAL COMPANY Series 407 ASTA INDUSTRIES INC. Model 203 (12' Max. Width) CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (12' Max. Width) MI WINDOWS AND DOORS Model 185 SH MAXIMUM ALLOWABLE WIND SPEED APPROVAL No. & DATE CIA EXPIRATION DATE OPEN [ENCLOSED PARTIALLY ENCLOSED FL6596.1-R5 04/05/27 180 180 ISO 10/10/17 FL6702.1-R5 03/14/27 180 180 180 10(10/17 FL17381.1-R2 09/27/19 N/A NIA NIA 10/03/17 FL17996.3-R1 09/14/20 N/A 156 138 01/29/18 FL17996.5-R1 09/14/20 N/A 165 147 01/29/18 FL8888.1-R5 12/31/19 N/A 180 174 10/06/17 FL16806.1-R2 11/11/20 N/A 158 138 01/10/18 FL17499.1-R4 10/17/23 N/A 175 157 12/29/17 NOTES: 1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR 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: 2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED AS NECESSARYTO ACCOMODATE SUBSTITUTED PRODUCT. TABLET - ` - -- RAFTER .. .1E, END POST, GROUND ANCHOR AND PANT iSTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS - (INCHES) WIND ULTIMATE NOMINAL POSTIRAFTER INTERIOR END RISK EXPOSURE WIND SPEED WIND SPEED SPACING CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 110 TO 150 89 TO 116 5.0 6 1 6 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 pudins. 2. Specifications 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. GROUND ANCHOR SCHEDULE ULTIMATE WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS 110 120. 130 140 150 160 170 180 AND DETAILS AND FRAMING AND 12 14 d 16 18 20 CD 22 ES 24 J m 26 28 30 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 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 LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., WHICH EXERT ADDITIONAL 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, 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 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 .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 BE TAPCON REDHEAD LOT 1/2" x 5" OR EQUIVALENT OR WEAT 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)- 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 2-1/2" 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" x T 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. 1C Anchor ON SHEET 4 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC I 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 .�i DELAND,. FLORIDA 32720 - Certificate of Authorization No. 00005492 SCANNED BY St. Lucie County THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITON (2017). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE \Y j111I 111171, BECHTOL ENGINEERI1f,, SESTING, INC. •'•�O 605 WEST NEW YORKAVENUT '• DEUWD. FLORIDA 32720 NO. 38538 Carocate of No. es BetlrN P.E. STATE OF, ;••!(7��` Fbdda Lkersa 1 �� ••'•.,,C(O DP \�; Ulu 11) CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 2112/19 � m BECHTOL ENGINEERING + urESMA 14TOL1w-. FIL 1;.�®®.�x.��,�.,.rn.�m� RR R clsool 7, IFF < "�"'�`.. "'"�"'TB I SHEET1 OF BOW FRAME RAFTER --. 'EN CARPORT - HORIZONTAL ROOT- BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY 1' . ^.DING - HORIZONTAL ROOF II � TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE TYPICAL NOT FLOOD VENT (As aPp-".) ROLL -UP DOOR SWINGING DOOR (As applicable) (As aDPlirable) 4 TYPICAL END ELEVATION ROLL-UPDOOR SWINGINGDOOR (As applicable) (As applicable) ENCLOSED LENGTH VARIES —_ TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE SIDE ELEVATION 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 ROOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR _ ROLL -UP DOOR SWINGING DOOR (AS applicable) (As applicable) (As applicable) (As applicable) 7 EN Ins G 1 — 7, 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 applicable) (As aPip a) (As applicable) (AS applicable) 1E MEN TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL.SIDE ELEVATION S Ti1'PICACIEND ELEVATION Z(11 TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE-NOT�TO SCALE �5: NOT TO SCALE \ 1 (T(� I IuI I)) ) l'. �yp 1 NDT TD SGALE R.H BECHTOL ENGINEE vP TESTING, INC., 696WESTNEWYORKLIVENUE: NO.38538 DELAND, FLORIDA 32?20k�T CeNfi®ta AAWwlimPon lu' _ O /j/ — RElilEREVIEWEDFloriftLlmlvsNo. i, ' .. �C0R10P..•' CODE COMPLIA CE / ST. LUCIE COUN CAROLINA CAR0611TV,'I N. C. sOCC GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION T" vivi9 NOT TO SCALE NOT TO SCALE NOT TO SCALE REY BECNTOL ENGINEERING — RR AND 7ESTL114 hm mwnso®em°rtemoe¢vw.x°wmvu°,mooemm° °� RR � ` G79001 —TB SNEET20F6 e- 26 GA. GALVANI; MAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS 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) 2C MAXIMUM RAFTER SPAN ON SwG RAFTER -24 TO 3V RAFTER SPAN REWm AMUMED" TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME NOT TO SCALE TYPICAL R/ NOT TO SCALE LENGTH VARIES DEPENDING ON SEE TABLE 1 SHEET 1 OF6 MING PLAN - BOW FRAME SEE TABLE 1 SHEET HEADER IT MAX OPENING FORROLL-UPDOOR (TYPICAL) TYPICAL SIDE WALL OPENINGS NOT TO SCALE —26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS NSTALLATION INSTRUCTIONS 12 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDPs AT EACH END (4 PER BRACE) 2a' MAXWM RAFTER SPAN ON Sw RAFTER >24' TO W RAFTER SPAN REOU E ATRIISSED RAF TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON SEE ABLE 1 TYPICAL RAFTERIPOST FRAMING PLAN - BOX EAVE NOT TO SCALE FORSWINGING 'H NONSTRUCTURAL OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW SEE TABLE 1 SHEET 12'M .OPENWGFOR ROLL -UP DOOR WRH NONSTRUCTURAL 6•— 26 GA GALVANIZED METAL ROD I m - FASTENED TO PURLINS PER MANUFACTURERS INSTALLATION INSTRUCTIONS '24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3!4' SDFs AT EACH END (4 PER BRACE) ;1Ba14,Fi91PF, 1R,^e'F„FTya a25'TO 3V TYPICAL -..INTERIOR;. v ;RAFTER/P,OSTFRAMESECTION - VERTICALROOF. NO -TOs 1-12' 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. 3 a SEE TABLE 1 SHEET 1OF6. I 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 OPTIONAL 24'-1e TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE ROOF EXTENSION OPTION TYPICAL LEAN-TO OI 24' 16 GA U-CHANNEL BRACE IS TOT POST) 48- 16 GA U-CHANNEL BRACE (VTO 14- POST) BRACE ANGLE SHALL BE MIN. 30- TO MAX. 46' FROM HORIZONTAL _S F— f e, I mtl FREESTANDING LEAN-TO FRAMING PLAN TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 314' SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) MAIN STRUCTURE STANDARD LEAN`TC'l)1IIT(Iy1M!!//// ING PLAN BOTH OPTIONS SH W14 1 , ONLY STANDARD LEAN-TO IS APPLICABLE TO 6 RAFTER) -�FC o . %GEN'qSJ BECHTOL ENGINEEF61 •D TESTING, INC.. u 60SWESTNEWYORICAVEaUE No.38538 _ DEUIND, FLORIDA 32720 Oe#i6eale DfAUMD an FWM1da TiwMlo LlwreeN ��:` '•. FCORID \ �� CAROLINA CARPOOTSI; 04C. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA ?M2/19 mipIM MOM L ENG/NEER/NG M RR Z NITS AND7T:anNa 6m "�' RR a G19001 � TB I SHEET 3 OF 112' x MINIMUM 5' TAPCON REDHEAD LDT INSTALL 12' x MINIMUM S' TAPCON REDHEAD LOT i. )R OR 12'x MINIMUM 5-12'EXPANSION ANCHOR - THROUGH BASE RAIL WITHIN 6'OF EACH ANCHOR OR I/2'a MINIMUM 5-ItZ EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO _ 2',),;,;,,.:RS DRILLS/e'HOU-.')UGHTHE BASE. RAIL AND SECURE TO TWASHERS RAFTER POSTS ALONG SIDES AND EVERY END \WALL POST ALONG END WALL SECTIONS RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS 12' ANCHOR EYE WITH DM ETER THROUGH -BOLT TS CONTINUOUS BASE RAIL ANCHOR EYE WITH 12' DIAMETER THROUGH -BOLT /� TS CONTINUOUS /f BASE RAIL MINIMUM (^T MINIMUM MIN. 6' TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACES OR STABLE GROUND SURFACE 2-12' EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #Ss CONTINUOUS CONCRETE BASE R7�1L�lNCHORAGE ,',yy� f�Not To Scab - DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER TS CONTINUOUS BASE RAIL (SEE GROUND ANCHOR SCHEDULE, SHEET 1 OF 6, FOR REQUIRED ANCHOR) — CONTINUOUS 4' CONCRETE PAVEMENT EYE ANCHOR---__� * CONCRETE BASE RAIL ANCHORAGE NM To Scale (OPEN CARPORTS WHERE STAB EDGE DISTANCE GOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ / WINDOW FRAME POST TS BASEIWINDOW RAIL OR NONSTRUCTURAL HEADER GA IF ROLL -UP DOOR FRAME) To Scale 2'x2'x2' 16 GA ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 3W SDF's, (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. TO RAIL, TRUSS CHORD, OR >TRUCTURAL HEADER CONN. DETAIL 2-12' EMBEDMENT MINIMUM CONTINUOUS 4' CONCRETE PAVEMENT �01 CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPTIONAL -OPEN CARPORTS ONLY) 24' 16 GA U-CHANNEL BRACE (5' TO T POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL I.Tialgcl 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 314' SDF's RAFTER POST ,x1 BOX RAFTER/POST DETAIL TS 1-11T x 1-12' x T 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 3/4' SDFs, (2) ON TOP, (2) ON SIDE "—TS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To Shce EYE ANCHOR � 5/8' ROD 48' LONG WITH 6' HELIX OR S/8' ROD 60' LONG (SEE GROUND ANCHOR EYE ANCHOR (SEE GROUND ANCHOR WITH T HELD( SCHEDULE, SHEET 1 OF 6, 5/8' ROD 30' LONG SCHEDULE. SHEET 1 OF 6, AS APPLICABLE FOR APPLICABILITY) WITH DBL 4'HELIX FOR APPLICABILITY) nBASE RAIL DEEP ANCHORAGE Na To Scale NO SCREWS REQUIRED IN BOW BEND 3' BOW RAFTER 24- 16 GA U-CHANNEL BRACE (5 TO T POST) 48. 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX 60° FROM HORIZONTAL NIPPLETO BASE RAIL 13• �6'LONGTSNIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3/4' TS RAFTER POST SELF -DRILLING FASTENERS �01 BOW RAFTER/POST DETAIL NMTo Scale POST 2' x 2"x 2' 16 GA ANGLE 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 TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Not To Style �BASE RAIL ANCHORAGE 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) 012-14 x 3/4' SDF's RAFTER POST CONTINUOUS BASE RAIL �1 POST/BASE RAIL CONN. DETAIL Not To Scale REVIEWED FOR CODE COMPLIANCE ST. LUCIE COIJ(�, O'OAFJ f9\\\\\ No 3853E v` '- i'��(.•'•. FLORIDP.•' CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA u Iola BECMNO�L ENG/NEER/NG FIRrrrs m®uvaovn�wywvimmaaeearewean.onm®a JIVI RR 'a G19001 '"gym TB I SXEET40F 3116' 2'x2'x2' 16 GA ANGLE CUP SECURE TO POST AND RAFTER WITH (4) #12-14 x 314' SOPS, (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 314- SDFs, A (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL Not To Scale 1-1/2' x 1-1Y2' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3/4- SDPs (2) ON TOP, (2) ON SIDE RAFTER POST 1-1/2' x 1.9Y1' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4' SDFs, (2) ON TOP, (2) ON BOTTOM RAIL GABLE RAIL TO RAFTER POST �1 CONNECTION DETAIL I I � Not To Scale 2-1W FOR 12 GA FRAMING 2-1/2' FOR 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3/4- SOPS AT EACH END (4 PER BRACE) BRACE SECTION Not To Swle DBL. I 6' LONG TS NIPPLE SECURE EACH WITH (4) 012-14 x 314' SELF -DRILLING FASTENERS GA TS POST r.1 RAFTER POST/DBL. HEADER DETAIL Not To Sple 1-1/2' a 1-11T x 2' 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3/4- SI TOP AND BOTTOM 1-1/2' x 1-1/2' x 2' 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 314' SDFs, (2) ON TOP, (2) ON BOTTOM 6' LONG TS NIPPLE SECURE RAFTER AND POST TS GABLE RAIL TO NIPPLE WITH (4) #12-14 x 3W SELF -DRILLING FASTENERS RAFTER POST GABLE RAIL TO RAFTER POST I R CONNECTION DETAIL I Not To Scale 1-112' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 314' SDF SPACED NOT MORE THAN 48' O.C. 26 GA METAL ROOF PANEL OOFPANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS Not To Scale POST -V LONG TS NIPPLE SECURE WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS DOUBLETS HEADER NIPPLETO DBL. HDR. r--1 RAFTER POST/HEADER DETAIL Not To Scale NIPPLE TOE 3/16- RAFTER RAFTER 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) 012-14 x 3/4' SDPs, 24. 16 GA U-CHANNEL BRACE (6 TO T POST) 48' 16 GA U-CHANNEL BRACE I& TO W POST) BRACE ANGLE SHALL BE MIN.45- TO MAX. 60• FROM HORIZONTAL NIPPLE TH (4) 012-14 x 314- SDFs V LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4- SELF-DRILLING FASTENERS . /-12 GA TS POST BASE RAIL RAFTER POST/BASE �\ BASE RAIL CONNECTION DETAIL Not To Scale RAFTER POST 2'x4' 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 314' SDPs (2) ON POST, (2) ON RAFTER /TS LEAN-TO RAFTER �2'x2'x2' 16 GA ANGLE CUP SECURE TO POST AND RAFTER WITH (4) #12-14 x 314' SDPs, (2) ON RAFTER, RAFTER POST (2) ON POST SIDE EXTENSION ,—AOTST DETAIL �1 POST / LEAN-TO RAFTER CONN. DETAIL " SEWED FOR CODE COMPLIANCE ST. LUCIEppaaa/OUNTY BOCC .\\ n Ll .. //.. tlCGNI UL ENGINES NG.ANFT.F GEN Gx ` ' EN ' TS LEG POST TS LEG POST RK Q � ` • t1.M10, FLORIDA ` ••' �� TS RAILS TS POSTS - Gr#6mfa o1 36538 -_ TMmes Be ol, PM. TSBASERAIL 8. Flea Llwe Ii /" •.• �/` 1'Maz. � � ••,FCORIDP'. •'G�� TYPICAL FLOODI VENT FRAMING PLAN NOT TO SCALE /+A AAL LX1 A w A IrsM�•wlw SEE GENERAL NOTE No.12, SHEET 1 OF 6. VERTICAL SIDE,OPTION GIRTS (Typical) SEE TABLE 1 OPENING FOR SWINGING DOOR OPENING FOR SWINGING DOOR SHEET WITH NON-STRUCTURAL HEADER 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO WITH NONSTRUCTURAL HEADER 1 OF 6 /`EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING �I E--1 1- / FASTENER SPACED NOT MORE THAN 48' O.C. 17MAXOPENINGFOR ROLL -UP DOOR W11H TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE e BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE 0 TYPICAL END ELEVATION NOT TO SCALE GIRTS_< (Typical) \ II•� I®I®I-I®I�I��I�I�I�I .raoml 1gr�1\'nil Im 1 10 79: IZMAXOPENINGFOR STRUCTURALHEADER 11 Be im I 03 ilm all uq all TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC a R H BECHTOL ENGINEERRI�NG N j• �% 60SWESTNFWYORKAVENOE •• Q DELAND, FLORIDA 32720 CDrV0C8lem 0.3853 c Flmids Chaise Nm 38538 �� STATE OF ' • �/�� i FCOR%DP.•'- SS/ONAX- \�.