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HomeMy WebLinkAboutConstruction PlansRECEIVED TABLE 1 BOW/RAFTER FRAME, END POST, GROUND ANCHOW'AND PANEL.FASTENER SPACING. SPECIFICAMONS' .:., WIND ULTIMATE NOMINAL MAXIMUM MAXIMUM AVERAGE FASTENER SPACING EXPOSURE WIND SPEED WIND SPEED GROUND SNOW LOAD POST/RAFTER ON —CENTERS ALONG RAFTERS OR PURLINS, AND POSTS OR�GIRTS CATEGORY (MPH) (MPH) (PSF) SPACING (FEET). •.' (INCHES).. _ METAL PANELS SPACING ' M 0 OR D LOB TO 176 82 10 132 30, 4.0 26 gauge .6 NOTES: 1. Specifications applicable to 26 or 29 gauge metal panels fastened directly to 12 or 14 gouge steel tube bow frames. 2. Fasteners consist, of #12-14 x J" self —drilling screws without control seal hasher. 3. Specifications applicable only for mean roof height of 24 feet or less and roof slopes of 7 to 27 degrees (1.5:12 to 6:12 pitch). Spacing requirements for other roof heights - and/or slopes !may vary: APPROVED PRODUCTS LIST PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FIVE¢ APPROVAL No A STRUCTURAL C04PONEi415 ROOF DECK CAROLINA CARPORTS, INC. 12/15/20 26 GO: AG Roof Panel YES FL6596.1—R6 29 Ga. AG Roof Panel NO 171.6596.2-118, STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS. INC. 12/15/20 26 Go. AG Well Pcnel YES FL6702.1—R6 29 Go. AG Well Panel NO FL670Z2-R6 26 to. Dutch':Lap'.Wall'Panel NO FL6702.3—R6 _ 29 Ga. Dutah Lap Wall Panel NO FL6702.4—R8, STRUCTURAL COMPONENTS FLOOD VENTS FLOOD FLAPS, LLC 04/17/18' 7x16 Flood Flap NO 1`1_17381.1—R2 STRUCTURAL COMPONENTS FLOOD VENTS CRAWL SPACE DOOR SYSTEMS 05/15/19- 806 Model CSBABIS - NO •Fl29622.1—RD EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY 02/04/18l Serles 402-14 NO' FL17996.3—R1 series 407 NO FL17968.5—RI EXTERIOR DOORS ROLL —UP CAROUNA CARPORTS, INC. 12/16/20 12' x S' 26 Go. SteelDoor NO . FL16806.1—R5 S' x B' 26 Co. Sieel.Door, NO. FL16806.2—R5' ' 16' x 8' 26: Ga. Steel Door NO F116808.3—R5 8' 26.,Gd.'Steel Door NO FL18806.4—R5 WINDOWS _ ,, SINGLE HUNG MI'WINDOWS AND DOORS "' "11/27/20 Model 165 SH NO FL17499.1—RB nwm Inc Klun wLLuuaT t1UKKICANE ZUNE (HVHZJ_INCLUDES-&TOWARD & DADE-COUNTIES.. GFNEBAL NOTES: -- — -- — ---- —------- FBC 2020 APPROVAL PENDING. THESE PINS PERTAIN ONLY 10 THE MMCMK NCADIND WIN WIND FORCE RESISTING SYSTEM (YOU -W. COMPONENTS AND C IA04 •.AND BASE PAL PHgiORAE. QIFER DESIGN 6511F5. NCIIBTD, a HOT WRFC T% PLNIYi•f0, ETELRPoCAL, Nt>tS55/mRE55, PROPEInY SET —BACKS. OR OINf71 iNOPAL ZONNO IE.AU7tE11ENB AID 71E Fff5PONSOLM OF t71FEiS .,THESE STRUCTURES ARE DIsmoo As-UMM/SMRAM HRA,DINfL9 CAPAIOE of 9RPORDND TIE NHYa tDAD aF THE sTRucnFE AND ,APPLICAR E.LIVE AND WIND' LOADS. AFFENBGRB' NOT BPFCi1GLLY ADOf� fkTED1. WHIN k7DRr AOCnONN. IOADB CI 71E STRUM SHALL EAT THE ONIER'B RML ,OAROU%k CARPORi9 SW61 HOT ff IESPGHSIBIE FUR SIRUCRIIMC OIYAOE OR FAIWt BNE' ro tIE APPlICA1fON,OF,ADORIONML'tOAD9 ALL STEEL TUBING SHALL BE 58 I131 STEEL OR, Li IM ALL METAL PANELS SHALL BE 60 K9 STEi1.. OR ETHER. FASIEN METAL ROOF AM.' WALL PANEES TO FRAMING WON /12' X >r SELF -DRUM FAWE ENS WITH CONTROL SEAL WASTER AT AN A%V= BPAfTxJ OF!1r IN 28 GAUGE PAN IMS AD e"FOR 26 GAUGE PANELS. .ALL F1F].D:CCNIIfCNgNS T.TWIL jE /1ZrX I' SELF DRIUM PASNEITFAS (WF)'tRAI':ssmaF:D OnemsE. scula OpNNECnONS SNAu, HE I'/ HS. BffLP,., AM AM, OR SAE GRADE IL'UILFSS tDlm'ODERW6i ,".wBOm..cate ous sHasi: s" WEIDED,NDim NOTm aRED16E'. ':.CONCRETE ANCHOR MM SHALL BE iiw NEDNEID TAP'COH+ OR AN APPROVED EQUAL I SOVL. ANCHOR BOLLS IN ACCORDANCE WITH. 'MANUFAORIER'S tD7COYYEi�41f0lS` - - . POST/RAFTER BR40M BRACE ON EMU PM/WM CONNECTION, BICf: T FOR END WALIS AM HEADERS PROVOIE LONGITUDINAL BRACING ON TOP OF THE BOTTOM CHORD OF THE ROOF TRUSS FOR THE FULL LENGTH Of TIE I1111O NG AS GN_VAMOM METAL ACCESSORES FUR USE N •BOEIBOB HALL CocMe CnWI AD,MT-DDEGRY EDWoSTD TO THE MEATIER SHALL E ,GALVA'aM IN ACCORDANCE WTIH ASTM A 1es, CLASS B-2.'YFLi PINE COWfI.TOts, SOIiETS, Spt]S AM N9Ug5 pCpyTS pPECtLY Tp 1NE WFATFER SfMLL E STAINLESS STEM. OR HOT CPPED CAINAN®, STANDARD BUILDING DETAILS 50 ft SPANS - LIGHT FRAME CONSTRUCTION NOTE USE 02 " x 2*" 14 Ga. @24" x 2r .12 Go. STEEL TUBE FOR ALL FRAME AND BASE RAIL MEMBERS UNLESS OTHERWISE SHOWN. CONCRETE • FOUNAA71ON DESIGN RECOMMENDATIONS: COSIM E' INIFORMATDN ANC DETAILS SHOWN IN THESE PLANS ARE FOR INFORMATION ONLY. THE.CONCREI SLAB AND FOUNDATION ARE BY'OTHFRS ME, OWNEWIS RESPONSIBLE FOR PROVIDING A SUITABLE FOUNDATION FOR THE PROPOSED STRUCTURE AND COORDINATING CONCRETE STRENGTH AND RMCATION+OFFTH REQUIREMENTS WITH THE LOCAL BUILDING CODE OFFICALS. , ..,. CONCRETE, SHALL' PAVE AMINIM SPECIFIED CLINE STRENGTH OF 3000 PS AT 2e••CAYS OR AS REQUIRED BY LOCAL BUILDING CODE -TIE USE OF HIGHER STRENGTH CONCRETE S ACCEPTABLE COVER OVER REINFORCING ' STEM MINIMUM CONIMIE'OVER-RENFORCHO.:E91RS SWILL BE 3 INCHES, WHERE.CONCRETE13 CAST. ACAOIST-AND PERMANENTLY N CONTACT WITH THE eFMIH:'OR DOPOSED: TO 1HE EARTH OR WERII ER AND Ir EJSE%YJ M MIJUDE 40. THE USE OF CONCRETE (FRC) OR NEEIL PULL BE UWELDED WILE FARRC O MAR 01 2021 Permitting Department S'. Lucie Cnunty DOBSON, NC 27011 . TOLL FREE 1-80H7"262' LOCAL 33"67-6400 FAX 336-367.6410 This document le the properly of Carolina Carports, Inc. Use of these plans without the permission of Carolina Carports Is prohibRed. METAL CARPORT INSTALLATION PLANS AWDETAILS AND FRAMING AND FASTENER SPECIFICATIONS CAROLINA CARPORT6,'INC: , " `_ 167 Cardinal Rldge, Troll DOBSON, NORTH CAROLINA 27011 THE OWNER iS RESPONSIBLE, ;FOR OBTAINING A BUILDING PERMIT, IF ;NEEDED, AND FOR COMPLYING WITH ALL LOCAL BUILDING CODE, REQUIREMENTS. THIS IS TO CERTIFY THAT -,THE CALCULATIONS AND. SPECIRdAMONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED' pR%MONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIPnIIENITS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, SEYENIH EDITION '(2020). THE PLANS ARE VALID UNTIL THE NEXT- REVISION OF THE FLORIDA BUILDING CODE BUILDING CODE INFORMATION. OCCUPANCY CATEICOONP II.., USE 4T7OUP U _ a. Wl81RRUCD@I TYPE. „ 28 -, - IMPORTANCEFACTORS -; WIND hr-Liflo ' SNOW Is FARIHQUANE IS obert L. Luebbers, P. Digitallysigned by Robert L Luebbers, P.E. bate;2021.01.20. 13:0 :20-05'00' These plans ,have been provided 'for the purpose ,:of obtaining a building - permit for: xmra.:.::.................. Roger Lerfh......................... Add.: 13207 S Indlna River Or .......... ...................................� City: Jensen Bead) g� � ......... ........................ ............ Tap: 34957 Use of these plans by anyone also or for any other. :purpose is prohibited. DESIGN DADS. _ OL DEAD LOW - s PSF ' .YIN: FLOOR LIVE LOAD 125 PSF MIN: Roof LIVE TOAD _20_PSF ' MIN: GROUND SNOW LOAD 0 PSF MAX. GROUND SNGW'LOW; SEEWHO. !DLL ULTIMATE 1YlO 3PEE0 UUMME wYD SP® TAM 1 EXPOSURE CATEGORY SESMIO RESPOND COEFFICIENT &M A OF A�ORI��G'�\��� //�fI11111111���\\ O1/20/2021- SHIEEf 1 OF 4 • JV LZOZ/OZ/ LONV4MOO 0317H39CMmaa AZ OL H30V3N 3fAg0 35n I�VNO� TI9Ai 8P39 MC Al OL MaM 31MIS M. 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MWI 335 a= I I i SOW A6 . 3LalAIp9310HI ------------------------------ 1ALLYOM M Al --------------------------- --4"" Ma►3m03 � NM`W •NOOlLi4 " (9f10 ,� J 3MIL 13315 �8 j IVN LLd0 • H10117N11.a-ASV IM 30S HOY3 � IMS 3aYHa m 91 aNYIBOO 0tlDp �7 3Yfg11d01 Few 530Vd4'M A al m 8�105 HIM a3N31SY!SON AM WJM i Nr�,r 6' LONG 14 GO. NIPPLE, 4' SECURE LEG TO NIPPLE W/B - SDF'e, 3 ON EACH NIPPLE TO BOT. CHORD WELD INSTALL 0 ANCHOR BOLT THROUGHBASE RAIL MIN. STEELTUBE SIDE (6 PER SPLICE) FTUBE FRAME LEG RAM STEEL TUBE RAFTER 12 WITHIN 6' OF EACH LEG " BASE RAIL OPTIONAL �° SLOPE OR NIPPLE TO EXTENSION STEEL TUBE TRUSS BOTTOM CHORD *PROVIDE MINIMUM EMBEDMENT IN NOTCH, OR J' CCNS** BASE RAIL WELD i u ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNDER BASERAIL (BY OTHERS) 91 FINISHED GRADE e 6'. •� ... EMBEDMENT* • ; 12' LONG 14 Go. NIPPLE, •� °' :4 `��� i a � 0 ` STEEL TUBE BASE RAIL SECURE RAFTER TO NIPPLE W/B - SDF'e, 4 ON EACH 0 16 GAUGE U-CHANNEL BRACE x.� (TYP.)�j:� ���9w 51DE B = 2'-0' FOR HEIGHT < 8' • .,,e.. �,•� •N ���� (8 PER SPLICE) B, 0 3'-0' FOR HEIGHT B' TO 10' ©- iii=i?"�a.Aii•aV-VJt�li�a42 I [71►r0 11121 F: . N. 1 • � _:. • �i '+� i�r,e'i ' ' •. _ a �• STEEL TUBE LEG Nt.END POST 2'x2'x2'16Ga. CUP ANGLES. SECURE W/4 - SDE'e, TWO ON VERTICAL AND TWO ON HORIZONTAL LEG (4 PER CUP). I TUBE GIRT —`-- (TOP OR BOTTOM) ENDWALL TO HEADER OR 441 GIRT TO POST COMMFTITIOM METAL ROOF STEEL TUBE PANEL-\ BOW FRAME —r ,STEEL TUBE END POST STEEL TUBE BASE RAIL OR HEADER ST TO IPPLE (OPTIO&Q Y 4• SPONGE (CCNS) W/a - SDF'e 4' THICK BASE OF 18' MIN SEAL (BY OTHERS) TRUSS CONNECTION. DETAIL COARSE AGGREGATE OR CRUSHED STONE MONOUTHIC CONCRETE FOOTING x 2' x 2' 16 Ga. BASERAIL 71' �•q A.S. (BY OTHERS), REINFORCED WITH 3 - III CONTINUOUS ANGLES, SECURE C2 BASE RAIL ANCHORAGE 4 - SOF'e ON VERTICAL AND 2i ° —a SSLLAB )CONCRETE 3 (LADDER LEG) ON HORIZONTAL 1 (4 PER CUP). 10' PLAN to GAGE CdIP ANGLE WELDED TO BAP: RAIL GALV• STEEL BASE RAIL . 18 -GAGE BENT END POST/BASE RAIL i CONNECTION DETAIL 5 J \—ANGES. 2. 16 CO.BENT CUP CUP ANGLSECURE ' W/4 - SDF'a, TWO 'ON VERTICAL AND TWO ON STEEL TUBE HORIZONTAL LEG (4 PER CLIP) END POST - WEND POST TO FRAME CONNECTION BREAKAWAY- FLOOD FLAPS, LLC �032707 Waterpointe Circle Mt. Pleasant, SC .29466 8x16x5 Flood Vent Model FFWF05 iCRAWL SPACE DOOR SYSTEMS, INC. 5741 Bayside Road, #1.05 Virginia Beach, VA 23455 Engineered Flood Vent Model CSBAS16 FLOOD FLAPS FLOOD VENTS EXTERIOR SDF #12 x jr µ� DE INmeoR STEEL TUSEP DOOR POST SECTION THROUGH DOOR POST STEEL TUBE DOOR POST #12 x E. --} CURTNN �I ,—1 SECTION THROUGH ROLL=UP DER PO DC J70 ANCHOR 80LT� - OPTIONAL RAIL CUP 2-mrs AT AL B. CONS SEAL- EACH. RAIL CUP J2 ANCHOR BOLT DALY. STEEL 4' IL *PROVIDE MINIMUM EMBEDMENT IN BASED G Mw• ' ACCORDANCE WITH MANUFACTURER'S FINISIMED GRADE ALTERNATE BASE RAIL CUP RECOMMENDATIONS r CCNS SEAL —1 .. - . .. _ . _ _ (BY OTHERS MINIMUM DISTANCE BETWEEN DOORWAYS (W MINIMUM IS PREFERRED, 10' MINIMUM IS ACCEPTABLE.) 12* I I - TYP.) STEEL TUBE STEEL TUBE COLUMNS COLUMN v CONO' SLAB r Md ANCHOR BOLT ICI _ METAL SIDE TS 24 x 2} 14 GO. PANEL STEEL TUBE SPACER (OPTIONAL) e o SDF o 6' LONG 14 Go. NIPPLE T 0 STEEL TUBE STEEL TUBE BASE RAIL ' BASE RAIL }'O ANCHOR BOLT �_LADOER LEG/BASE RAIL CONNECTION %5,/ STEEL TUBE BASE RAIL TUBE RAIL _Lxr.: _ _ •.. 14� LUFA9�i��i Q Na `A A OF TONAL ve I11111\1\ 01/20/2021 SHEET 3 OF 4 STEEL BOW BOW FRAME TUBE (SINGLE LEG) BOW RAFTER (DOUBLE LEG) !m 8' LONG STEEL TUBE TUBE d (2-12) (LADDER LEG) U BRAC E NIPPLE TO HEADER y�D 8' LONG 14 Go. NIPPLE, TO d 2-12) NIPPLE, SECURE FRAME TO NIPPLE FRAME IL EXTEND HEADER TO SECURE RAFTER NIPPLE W/4 - SDP's, TWO ON EACH SIDE W/4-SDI'° � FULL HEIGHT LEG d (2 12) HIPPLE EADtRTO WEIp ° o NIPPLE TO r2 �F° 8' LONG 14 Ga. NIPPLE, • 0 HEADER WETD (EACH SIDE) SECURE POST/RAFTER TO 0 • NIPPLE, W/4 - SDFs, ' TWO ON EACH SIDE o o STEEL TUBE DOUBLE STEEL TUBE DOORWAY HEADER " FRAME'LEG 0 o o DOUBLE STEEL. TUBE HEADER DOUBLE STILL TUBE HEADER STEEL TUBE SEE TABLE 1 DOOR POST STEEL TUBE NIPPLE TO DOOR POST HEADER WELD 0 (2-12) REINFORCED FOR SIZE AND -OF T RQW I HEADER DETAIL OUBLE STEEL DB LEG INSERT SPACING 8 TUBE DOOR POST ffSTEEL TUBE (LEG HEIGHTS >12' to 14') .STEEL. TUBE FRAME 6 MI EBAMEME612ER DETAIL SIDE HEADER DETAIL TX)R POST 8 (DOUBLE HEADER FOR HEADER SECTION EXTEND HEADER TO B' TO 12' OPENING) (ONE HEADER STEEL, TUBE FRAME FULL HEIGHT LEG FOR SINGLE LEG DOOR POST TWO HEADERS OPANEL, TAL ROOF 1 18 GAGE HAT CHANNEL 8' LONG 14 Ga. NIPPLE, FOR DOUBLE LEG 4-p2 �F'° FASTENED TO EACH BOW WITH SECURE POST TO NIPPLE WITH AND LADDER LEG) (2 EID� 2 - SDP's AND SPACED NOT 8 SDF e, 3 ON EACH SIDE MORE THAN 4'-CP O.C. o a b (2-12) 1B Go. o e U-BRACE MAX PURUN SPACING o e (DOUBLE LEG) GROUND PURUN ' EXTEND HEADER TO DOUBLE LEO BOW RAFTER SNOW PANEL FULL HEIGHT LEG (SINGLE LEG) STEEL TUBE SPACER STEEL TUBE LOAD SPAN FRAME PSF FT. STEEL TUBE STEEL TUBE (LADDER LEG) VERTICAL PANEL ATTACHMENT w a� BASE RAIL 6' LONG 30 4.00 NIPPLE TO NIPPLE, SECURE FRAME 35 4.OD BASE RAIL WELD FRAME TO NIPPLE STEEL TUBE _ DOUBLE LEG 45 4.00 1� W/4-SDP's FRAME (LEG HEIGHTS >12' to 18') 3� e STEEL TUBE HEADERTWELD ° ° NIPPLE TO so 3.00 8 SPACER o ° HEADER WELD STEEL TUBE FRAME _ SIM TUBE S EXTEND HEADER TO LADDER HEADER HEARER GULL HEIGHT LEG ' ib. iV _ DRUB � HEADER l 4-F12 Mrs _ TEEL (2 EA. SIDE), .. STUBE . STEEL TUBE SPACER \ Hf71DFP S1m. TUBE. Siff FOR SFIEOTED GARAGE DOOR FULL H HEADER TO 24' 12' STEEL TUBE SPACER FULL HEIGHT LEG HEADER 18 Ga DOOR ZO-D' MAX WDlli FUR ss�aE DOOR \������t L I LUFe6/���i STEEL TUBE U-BRACE OOUBLE�DOOR�POST - `� ��; V10EN9F•..F / DOOR POST 3 / \ 4 •' No. TUBE DOOR POST STEEL TUBE SIDE HEADER DETAIL HEADER SECTION LA13DER SIDE OPENING a OF 4:ZZ (LADDER STYLE FOR (ONE HEADER .115E DOUSE HEADEIt' TO tz' DOOR, �ORIO,P'�mi -: 12' TO 20' OPENING FOR SINGLE LEG, USE LADDER HEADER TO 20' DOOR �i ..G� 1.1 TWO HEADERS FOR DOUBLE LEG LADDER LEG AND LADDER LEG) (LEG HEIGHTS 165 to 20') 01/20/2021 .. SHEET 4 OF 4