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Home My WebLink AboutMETAL CARPORT INSTALLATION PLANSFBC APPROVED :PRODUC . .IST ...:'METAL CARRT IN N PLANDDETAILS ::..... PRODUCT CATEGORY.: -::SUBCATEGORY.:-: MANUFACTURER R : :APPROVAL MAXIMUM ALLOWABLE No. 8 DATE - ' WI ND sPEE. .FRAMING G AND FASTENER SPECIFIC AT OVS. �fl STRUCTURAL COMPONENTS ' ' ..ROOF DECK ". CAROLINA CARPORTS, INC. FL6$96.1-R5 180 26 Gauge AG Panel :. ' : ' 10/10/17 SCANNE :.. FOR CONSTRUCTION IN THE " _.. COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1--R5 180 OF FLORIDA'STRUCTURAL . U STATE.: " � .::.. • . ,..., 26 Gauge AG Panel:(.' PARED O STRUCTURAL COMPONENTS .: FLOOD VENT FLOOD FLAPS, LLC FL17381.1-R2:NA:*:- .. CAR S,IN . .. CAROLINA CARPORTS C x1 8 6 Flood. Flap. � 10/03/17 .... ... _. � P:O: BOX 1263.... . ti .. EXTERIOR DOORS _:..':;: SWINGING::.::: ELIXIRDOOR:ANDMETALCOMPANY:.:::: FL17996.3 ... .. 139 NORTH CAROLINA: " mi1KI St 9 pep ?� Series 402-94 09/07/15PREPARED C� BY. C ent EXTERIOR DOORS :: SWINGING : .":: ELIXIR DOORAND METAL COMPANY FL17996.5 170.... . BECHTOL ENGINEERINGAND TESTI TESTING, INC:: cUn�' " :.w. Series 407 .::: 09/07/15 " 605 WEST NEW YORK AVENUE EXTERIOR DOORS'::...: ROLL -UP :::..... ASTA INDUSTRIES INC: ..: .: ..:::..:: FL8888.1 R5 180 �•�iNCFIED FASTENERS C rUfi t N a ca a on o 00005 of Authoriiat( 492 " :Model 203 10/06/17 ::. N 0 WINDOWS SINGLE Fil1NG:': POCAHONTAS ALUMINUM COMPANY,:INC. Model VS.::: FL12940:2-R4. 139 - :. CONTRACTOR OF RECORD. = :100 :.:::: 01/07 1 :: ... r . ..... . .... " LUC.TF.COUNL'IT nn'G WINDOWS :: ... :SINGLE HUNG :Ml WINDOWS AND DOORS.: :Model 185 SH12/29H7 FL17469.3-R2 180:' TABLE:1: : - - q. RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL ,FASTENER SPACING :SPECIFICATIONS ..:: ..... .... . .. . .... . AVERAGE FASTENER SPACING ' ::ON-CENTERS:ALONO:RAFTERS OR ' WIND :: ULTIMATE.: ..NOMINAL... MAXIMUM .POST_/ -RAFTER. INS; "AN POSTS -OR- GIRTS ... (INCHES) INTERIOR': .. POSTS/RAFTERS' .; :.., END POSTS/RAFTERS RISK CATEGORY. EXPOSURE CATEGORY WIND SPEED ... (MPH) " WIND SPEED: (MPH) SPACING: (FEET). .. .. .. -- O 50 -89�-T-01't 6— =F0:.6- 15170180 : 117T0139'=1 REVIEWED FOR COINVOLL4N, RIEVIEWE B DATE 42 F/�LANS A M. PEIt tI i�' 1► JS PT ON JOD . OR N®ViSPECTION NWIL RE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED WFIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER:TO, COMPLY WIN AU, AFP140I 4: QDES: v f , .. . NOTES:. DETAILS 1 C A 1' S ecifications a licable; to' 26 gauge metal: roof and wall panels faste)ied direct) to 12 or 14 aub a steel tube framing, or 18 au a Fiat: p. PP. 9 9 P Y 9 .9.'.... 9, 9.9.. . . channel roof purlins: " THIS ISTO CERTIFY THAT THE CALCULATIONS' AND . - . • . 1 D SHOWN ON SHEET 4 OF 5 ". .: 2. Specifications:applicable only for mea9' oof height of 20 feet or -less, and roof slopes of 7° to:27° (1.5:12 to 6:12 pitch):' Spacing_F. SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE: requiremerifs for other roof heights and/or slopes may vary. UNDE RSIGNED PROFESSIONAL ENGINEER, AND ARE IN -:: '- ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF GENERAL NOTES:: :. .. . THE FLORIDA BUILDING CODE, SIXTH EDffION (2017). THE PLANS- 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 ' ID UNTr ARE XT REVlS�4N Q'Ij% LORIQABUILDING ELECTRICAL, INGRESS/EGRESS,,PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENT:S:ARE THE RESPONSIBILITY:OE OTHERS. DE. 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 74�G, I�Ic SPECIFICALLY ADDRESSED HEREIN WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE, AND INSTALLATION OF DOORS, WINDOWS OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST ON THIS SHEET AND NOTWESTi • BECHTO PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC: SHALL BEAT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC.; SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGEOR FAILURE DUE.TO'THE'APPLICATION OF 605 FLORID 2 .. i ADDITIONAL LOADS OF NON -APPROVED COMPONENTS. C®rtllieate of on No.w. 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED:ORSTAINLESS STEEL. _ 4, FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 3/4"SELF DRILLING.FASTENERS WITH CONTROLSEAL WASHER @ 6" O.C..AVERAGE. W� _. ... : ° 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:" STP�� OF 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 .4XN%1 .4 WELDED WIR ILE •L FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C11:16., SS)'0Nw. 11111 7• BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6".OF EVERY POST LOCATION,.AND BOTHI SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT.. GROUND ANCHORS .ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR:. CONCRETE SLAB CONSTRUCTION, EXCEPT;A$ SHOWN ON DETAIL 1E, SHEET 4 OF 5, WHERE BASE. RAIL IS FLUSH WITH EDGE OF SLAB. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND.ANCHOR REQUIREMENTS. ... INC. 8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. CACARPORTS, ARPORTS, N 9• POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. GENERIC PLANS FOR USE IN THE ,STATE OF FLORIDA 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) (FBC FE 2017) - RESIDENTIAL, AND SECTION 1816.1 O e OV02/18 OF THE FBC FE 2017 - BUILDING. M BECHTOL ENGINEEPJNG MKB NTS AND 7E1S7/NG,1= 11. 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL ITS). NIPPLES ARE 2-1/4" x 2-1/4" 12 GA TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2-1/4" x 2-1/4" TS. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING. M,D,V yA,E,, s ;�, n aa� '� RR a '4 G18001 `��O YO®8t@ irRmvea TB SHEET 1 OF 5 .OROUND ANCHOR SCHEDULE MATE WIND SPEED (mph) 110 '120A30 140 150 1-60 170 180 w 12 14 16 30" Anchor Detail:9 D ::4:8' Detail-1C Anchor U28 .60"Anc Detail 1C BOW FRAME RAFTER._ ._-N CARPORT - HORIZONTAL ROOI. i-6. BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR BOW FRAME RAFTER UTILITY B' ., 'DING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable) - (As applicable) II u ® ;=_=1LJ®I - I TYPICAL SIDE ELEVATION: NOT TO SCALE 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 BOX-EAVE FRAME RAFTER OPEN'CARPORT - HORIZONTAL ROOF ROX:EAVE FRAME RAFTER ENCLOSED: BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UT_ ILITY BLDG -HORIZONTAL ROOF . ..... ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR . .. .. .. .. .. ( applicable) e applicable) e) ( applicable) (As ap plicable) 5 - -A TYPICAL SIDE ELEVATION:: .TYPICAL END ELEVATION . TYPICAL SIDE ELEVATION TYPICAL END ELEVATION .. II I� TYPICAL TYPICAL END ELEVATION NOT TO SCALE " " NOT T0, 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 . ......... ... ....... .. ROLL' UP DOOR SWINGING DOOR" N NG D 0 $WI(Aslappli :'.. -. _ .. Asa li ble); , � (A5 applicable) ( PP I (As applicable) applicable) i 77* .. ' ..:.:... .: .. : .. v. :m TYPICAL SIDE ELEVATION --LA: : TYPICAL END ELEVATION ' .. i' - ,TYPICALS,IDEELEVAkTIQN ,'ZCs . _-TY�WCgL END: ELEVATION ,,,� - _ — —. pICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE �_ _T _ ,^NO - LZO�CAL) NOT TO.SCALE -'—� c �---- f+TO SCALE NOT TO SCALE BECHT T f�.. .... 7F rfgli,�NEINC DELAND A: 3 '73 Certificawf �3 : r L W _ .. Th.Z., P-E. � ` Florida LIF�nse. i 0• �� CAROLINA' C 1 C. p p p p p GENERIC: PLANSFOR USE IN THE STATE OF FLORIDA .. .. .. ... .. rmu .. are TYPICAL BOW RAFTERGABLE. END. ELEVATION :....:.: TYPLCALBOX EAVE RAFTER GABLE END ELEVATION :. TYPICAL BOX EAVE:RAFTER GABLE END ELEVATION NOT To SCALE SCALE BECFATOL EO/G/%i�EER//►�Cs M NO .. . , a. T TO SCALE NOT TO ... .. .. .. .. .. .. . - - - � .. Mm maul �W w . aoimuncu,�w@ aAmrik In : aNms RR" 'a G18001 TB � SHEET 2 OF 5 II L 1/2" x MINIMUM 5-1/2" EXPANSION ANCHOR INSTALL 1/2' x MINIMUM 5 1/2' IXPANSION T GH BASE RAIL WITHIN 6- OF EACH RAFTER DRILL 5/8' HOLE THROUGH THE 2- =RS DRILL 5/8' HOLE _ ,':JGH THE 2' WASHERS ANCHOR THROUGH -BASE RAIL WITHIN 6" OF PO57 ALONG SIDES AND WITHIN 6° OF EACH END BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO EACH RAFTER POST ALONG SIDES WALL POST ALONG END WALL SECTIONS ANCHOR EYE WITH 1!2' DIAMETER TS CONTINUOUS, ANCHOR EYE WITH 1/2" DIAMETER , TS CONTINUOUS THROUGH -BOLT BASE RAIL THROUGH -BOLT BASE RAIL 4"MINIMUM 2 MINIMUM MIN: 6" TOP OF ASPHALT PAVEMENT TOP OF ASPHALT. PAVEMENT - —J�— r e OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE, 2"x2"x2" 16 GA ANGLE CLIP --- - SECURE EACH WRH .. .... TS POST: ' SECURE TO;POSTAND _ . (4) #12-14 z3/4" 1/8' RAFTER WITH.(4}#12-14x 3/4' SELF DRILLING FASTENERS r SELF-DRILLINGFASTENERS ... ... SDF's; (2):ON BOTTOM, (2) ON SIDE o; OR::.... 2'x4' 16 GA PLATE i 1 o r� CS END POST :. SECURE TO EACH SIDE OF POST/RAFTER.C.ONNECTION o -: i o i OUBLE:TS HEADER f i, . .. .. .. WITH (4) #12-14 x 3/4 SDF's, .. .. .. 'LJ ..LJ ... .. .. . (2) ON POST, (2) ON RAFTER .: :. TS POST: 3/16': NIPPLE TO • .. ... DBL. HDR.:: 3/16" NIPPLE TO :.. " END :POST/RAFTER:CONN. DETAIL:::: 7 RAFTER POST/DBL.HEADER DETAIL RAFTER POST/HEADER DETAIL: ...... BASE RAIL CONNECTION DETAIL ::Not To Scale .. .. .. .. $ Not To Scal e .. .. 9 o .. N t To Scale .. Not cal ... .. .. To S e. ......... .. ..: 1-1l2' x 1-1/2° x 2" 16 GA CLIP ANGLE. .. . . .. .. - .. ... .. .. :.. ' SECURE TO'RAFTER POST AND S RAFT . .. - " GABLE RAIL:WITH (4) #12 14 x 3/4" SDF.'s; . .. . NIPPLETO � � 3/16", ' 6" LONG TS NIPPLE .. .. .. . •ITOPAND*BOTTOM RAFTER .. SECURE WITH (4) #12-14'x 3/4" SDF's .. .. '.: :. m. .:': 4":16 GA PLATE (ONE REQUIRED) ; . , __.... SECURE TO EITHER SIDE OF TS RAFT ER , 12" LONG TS NIPPLE. .. POST/RAFT CONNECTION SECURE POST TO NIPPLE � WITH 4 #1 2-14 x 3/4" SDF's, 1-1/2" x 1-1l2' x 2..16 GA CLIP ANGLE SECURE TO RAFTER .. .. ..._... WITH ( ) 12 H' 4 # 14 x 3/4" SDF's, ' " � - , (2) ON POST, (2) ON RAFTER , _. AND GABLE RAIL WITH (4) 1=1/2"k 1-1/2' x 2" 16 GA CLIP ANGLE - TS LEAN-TO RAFTER' ......... : #12-1.4 x 3/4' SDF's. (2):ON TOP..:..::: SECURE TO RAFTER AND GABLE . ' - . - � " — - ' ..: .. c o � � 1-1/2"x1-1/2"x2"'16GA: '(2) ON BOTTOM..: .: RAIL WIT a H (4) #12-14 x 3/4 90Ns' ' ... . (2) ON TOP, (2) O N BOTTOM . ^ i CLIP ANGLE SECURE TO: RAFTER POST AND GABLE: :: :: ..::. b a' ..::..: f-6" -RAIL WITH.(4) #12-14 x 3/4" SDF's.. ....: . . . (2) ON TOP, (2) ON SIDE TS GABLE RAIL ':.. _ " '_ .. .. .. ... .. .. .: .: 24' 16'GA U-CHANNEL BRACE{S TO' T POST) 2'x2'.x2' 16 GA ANGLE CLIP SE TS RAFTER -POST ; : 6' LONG TS NIPPLE " ..: ' . ' 48" 16 GA. U-CHANNEL BRACE (8' TO 14' POST) ' :.: . IL SECURE -RAFTER AND POST TS GABLE RABRACE ANGLE SHALL BE MIN. 45" RAFTER WITH 4 #12.14 k 3/4" .. "' TO NIPPLE. WITH (4) #12-14 x 3/4" .: TO MAX: 60" FROM HORIZONTAL " - SDFs, (2) ON RAFTER, (2) ON POST ... SELF -DRILLING: TS'RAFTE R POST , . - - ----GABLE RAIL TO -RAF -TER -POST: :: - :: - TS RAFTER POST:: --- -- - - --- -- - J-- -- -�--- .. .. ... .. .. .. ... ... ....�� CONNECTION DETAIL ::..... ........ :' ..:'.:... ..... ...... SIDE EXTENSION ....: ..:.: POST /LEAN-TO RAFTER CONN. DETAIL-. .. .. .. Not To Scale .. . GA BLE RAIL TO RAFTER. POST .. RAF:TER/P OST: DETAfL .. 13 .. � - � � CONNECTION DETAIL 12 . Not To Scale: .. .. .. .. ... .. .. .. ... .. .. .. .. ... .. .. ' .. Not To Scale . Not To Scale .. .. � :.. TS POST ice-mm #12-14: x 3/4" SDF F. @ 12" O.C... .. TS NON-STRUCTURAL H EADER .. EECFIY N 605 WESTEW YQViK SE ' • .. • • � � .GN... i DELAND, fLORI�P. •� _. . rtifi Ce 'cafe of Autho p NA�4 � . '� -- — —-------- 2-14x.3/4"SDF 12" ` �/ . 7 1$ CURTAIN 18 GA. :. r I a I @ O.C. Im I Pk Floods LicenseXo . II .. .. .. .. ..... I I .. I I SWINGING DOOR I I .. .. :. E. :: INTERIOR .. EXTERIOR .. .. � L,ORQ 1 22" (Size varies, see plan) �. 01, ` q. Ile �a tA ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL .. Not To Scale CURTAIN:26 GA. galvanized steel with baked on epoxy primer & polyester top coat. A SECTION Not To Scale CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA a " 01/02/18 BEcHroL. ENCa/NEERM MKB NTS AND TES77NG, /nr- WARR GMMC �rw. WMOWMAL. AO WMA.s TMNG v;arans ' RR- `wo'."m G18001 TB SHEET 5 OF 5