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HomeMy WebLinkAboutBuilding PlansFBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE TABLE 1 WIND SPEED RAFTER FRAME, ENO POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL EXPIRATION PARTIALLY AVERAGE FASTENER SPACING ON•CENTALONG RAFTERS OR No. & DATE OPEN ENCLOSED ENCLOSED PURLINS,AND POSTS ONGIRTS DATE STRUCTURAL COMPONENTS ROOF DECK INC. FL669 . R6 04N5127 180 180 100 MAXIMUM (INCHES) ROLINaugeAGel AR PORTS, Y© WIND ULTIMATE NOMINAL POST I RAFTER RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END STRUCTURAL COMPONENTS GTRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R6 03114/27 ISO 180 180 CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTSIRAFTER.' 26 Gauge AG Panel 12/15120 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.3-RO 03114127 NIA 164 143 110 TO 150 E9 TO 116 5.0 6 6 I C 26 Gauge Dutch Lop Wall Final 12/15120 " 151 TO 160 117 TO 139 4.0 6 0 STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS, INC. FL29022.1-R7 09/30/22 NIA NIA . WA NOTES: I. Spacificallons applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel lubo framing, or 16 • 16x6 Flood Vent 02128121 gauge hat channal roof putlins. • 2. Specifications applicable only for mean roof height of 20 feet or lass, and roof slopes of 7' to 27' (1.5:12 to 6:12 pitch). Spacing EXTERIOR DOORS $WINGING ELIXIR DOOR AND METAL COMPANY FL17096.3•R2 08/26125 NIA 139 139 requlrumenls for other roof heights and/or slopes may vary. Series 402.14 0212821 - GROUND ANCHOR SCHEDULE EXTERIOR DOORS GWINGING ELIXIR DOOR AND METAL COMPANY >R2 011111V25 NIA 174 155 ULTIMATE WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS 021 8121 Sews 407 022B21 110 120 130 140 150 160 170 180 AND DETAILS AND FRAMING AND EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC, FLBBBB.1•118 1213121 WA Too 174 12 FASTENER SPECIFICATIONS Model 203 (12' Max. Width) 02/O921 `-. FOR CONSTRUCTION IN THE STATE OF FLORIDA EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16808.1•R5 0005127 : W14 30 Aft A 179 164 Detail ID Steal Roll Up Sheet Door (12' Max. Width) 12/16/20 18 w FL16806.2-R5 04/03/27 18 PREPARED FOR: 1,' EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. NIA 180 100 - - -- - - CAROLINA CARPORTS, INC.IW Steel Rep -Up Sheol Door • (B' Max. Width) 12fi0/20 20 48'Anchor P.O, BOX 1263 Dahl IC EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16808.3-R5 0410527 •. WA 165 133 CD 22 _ DOBSON. NORTH CAR Steal Roll•Up Sheet Door • (16' Max. Width), ' 121IWO q= 24 PREPARED EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS. INC. FL16808.4R5 04/0527WA 180 772 = 26 m BECHTOL ENGINEERING A ES IN Steel Roll-UpSheol Door - (10' Mai. Width) 12/16120 28 605 WEST NEWYOVEN§` FL77400,1•RB 10117123 175 30 DELAND, FLORI 720 A WINDOWS SINGLE HUNG MI WINDOWS AND DOORS NIA 157 Model 145SH 11I2712O Cer iBcalo of Authori2a0�. G 2 0 DETAILS 1G AND 1D SHOWN ON SHEET 4 Or 6 A ! +� Pares; 1 UOOfiaANp4RwULAY9SIfOWNMAYa[SUaS7ITUIEOFORP1i"F-ERENiF'il()DUCTLiNESANDMAMOtFFLS;PROVIDED DIE FOILM-10 GONWDCVJA ARE LIP: S PBCPROOUGTAMAMAAI, V' AV.LF.O A. PROOUCENTS � ARE TAt LED Ta ARE ACCORDitJG TODAM/F AGTi1RE11'a INSTAllAT10N REOURlEL1EN1 B. '" LtA%L•tl1U t'OSI SPACING t01i [x1l Gil W' IS 4.fF 0 COMPONENTS 2. FRAMING CONNIE C71pNS (DR DOOR AND WINDOW rRALIES REIAAIN I It SAME FOR SIIDSTR U7 ED PRODUCI S. IMADENs' NiD VA10CrW RAILS MAY 0E RAISED OR LOWERED AS KtCESSARV fO AC001.ODAW � � ® ®� SURSIITUTEO PROD:ICT. : •' s. ■ GENERAL NOTES; W-awn Ura �� PERTAIN ONLY STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE, OTHER INCLUDING BUT 1. THESE PLANS TO THE DESIGN ISSUES, NOT LIMITED TO Jp i PLUMBING. ELECTRICAL. INGRESSIEGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 7HISISCAIONSHERE94 THEC EENP EPARN• SPECIFICATIONS HERE9J HAVE BEEN PREPAREDBYT � i UNDERSIGNED PROFESSIONAL ENGINEER, ANOARE1 J p• TNSSE STRUCTURES ARE. RBSIGNSp AS NON-IIABITAf7LE'UTILh y4SIOI2AGG BUILDINGS (RISK GATEGORYOCAPABLE Ot'SUPPORTING OEQDLOAD OF THE 9TRUCTUR,E ANOAPPLtCADLE UVE AND WIND LOADS. IMPROVEGiENTS OF DPI011 1JOT SPECIFICALLY ADDRESSED I fEREIN, INCLUDING DO ORS, WINDOWS, OR OTI IER CONIPONEPITS Nor LISTED IN TtIE FBC. APPROVER PRODUCTS USF(TU15 SliEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, ® THE FLORIDAACCORDANCE CODE, SEVENTHIREMENT Zo INC.,"''ItCH EXERT ADDITIONAL LOADS ONTIIE STRUCTURE SHALL BEAT Tilt OWNER'S RISK. UECHTOL ENGINEERING AND TESTING INC. SHALL NOT BF. RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAK URIC DUE TO TILE THE FLOBUILOItJG CODE, SEVENTH EDITION (p e APPL=TIDN OF ADDITIONAL LOADS, 3. ALL STEEL TUBING SHALL BE SO KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL OR ZINC PLATED. co 4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REOUIRFU BY TI IE FLORIDA BUILDING CODE (I:BC) AT THE LOCATION OF TI IE LIULDIHQ WITHINTIIE STATE OF FLORIDA. tllII1I1/ 0%1 \`11r 5, ALL FIELD FRAMING CONNECTIONS SHALL BE IJ12.14 x 3/4° SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 13ECHTQd'_ 6 iS RIN 1J QSTING, INC, 605WES RxAVEkl1€_�"6' '•; r� 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAG FOUNDATIONS SHALL BE REINFORCED WITH 6X6•Wt AXW1 .4 LOR WELDED WIRE FABRIC COMPLYING WITH ASTM A 186. OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116, DELAN _ IAn , 32720 3 ,, O . 7, BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN S' OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE EASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING�� ' ANDIOR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS, 1. Thema Be B. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 1/2'. S'OR EQUIVALENT OR WEJ-IT ANKR-TITS MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. Rage tr a.345 ATE no 9. POSTIRAFTER BRACING: -BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS, ��� �7'•. �ORIUA•, •' ��,; 10, SLAB FOUNDATION SU13GRADE SOILS SHALL BC- TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FOC SEVENTH EDITION (2020) - RESIDENTIAL, AND SECTION 1416.1 OF THE FBC ���((��,,�/ww� L-� CMaa 7di RPORTS, SEVENTH EDITION (2020)-BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. INC. 11. I4 GA FRAMING: 2.1/2" x 2.112° TUBE STEEL ITS) WITH 2-114° x 2-114• TS NIPPLES. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 12 GA FRAMING: 2.114• x 2•i/4' TS WITH 2' x 2* IS NIPPLES. elA5R021 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 ENCLOSEDARFA, WITH BASE OF �•`� BECHTOL ENGINEERING ®" mxe "` TUTS OPENINGS SET WITHIN I -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 __ j ,wa TralrNG Inu "`®ro "'a21W1 EVERY WS SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5OF 6. ,„^•„�„•�,,,,"e y*, -70 1 SIIEE7lOFa �sC W BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF ® I BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF I BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF --C TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF C TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE 13OX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF 7 TYPICAL SIDE ELEVATION NOT TO SCALE y � TYPICAL END ELEVATION NOT TO SCALE - TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE FLOOD VLNF(AS MAXXW ) TYPICAL SIDE ELEVATION NOT TO SCALE Not 1 UP DOOR SWINGING DOOR (As pplc.M.) (An VWic•�ma)- al TYPICAL END ELEVATION NOT TO SCALE �C Fnn s-D error v TYPICAL SIDE ELEVATION NOT TO SCALE ROLL UP DOOR SWINGING DOOR As POlic l ) (As trI ,I ) j w L-1- ' TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF I BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLL UP DOOR SWINGING DOOR (AS spPlImUo)� (As PpplicpWo) TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG -VERTICAL ROOF FLOOD VENT(As DWPMP) ROLL -UP DOOR SWINGING DOOR F - (As nPpk w.) (As aP0.sU-) i f_7r TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE NCD Iles' P TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR (A. �appPPlI..N.)-� (As Ip"N.) TYPICAL END ELEVATION NOT 10 SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF HOLL•UPDOOn SWINGING DOOR (As oppL ablo) . IAs Mp�Bb1P) TYPICAL SIDE ELEVATION NOT TO SCALE \\` 1II II'NOtr Ts `� nFG'• • R' H • gFC ❑ECI+i'OL, IVGINEERING AND 605 WEST NEW VORI(*NUjb DELAND, FLOAIDA 3i�.TY• TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE INC. CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHTOL ENGINEERING Ax0T2enxo, mn. 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLOTIOl4 INSTRUCTIONS 12 J 2" 4'16 OAU-CHANNELSRACE FASTENED TO RAFTER WITH (2) 012.14 X 3/4' 6DF3 AT FACH FNO (4 PFR BRACE) TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME NOT TO SCALE SEE FULL 6• WELD BOTHSIDES WELD ALL WEB CONNECTIONS, BOTH BIDES-• OPTIONAL 24'-1"TO 30' TRUSSED RAFTER - BOW '26 CIA- GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS 12 NSTALLATIONINSTRUCTIONB 24' 10 GA U•CWINNEL BRACE FASTENED TO RAFTER WITH (2)'#12-14 X 314• SOPS AT EACH END (4 PER BRACE) YI'W%WIN hAF1FR MNION t41iWU PA%'(Cti } 'Y110 b'PIf1CR SPAe1ALWTE4 1A1165fDBAYIpR H �_ l6•Ib'AP Otl RIIi NIC¢1 ____ TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE 6'- 20 GA. GALVANIZED METAL HOOP PANELS FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS \ . I-fW 10 GAUGE FURRING 20 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) 912.14 %314' SOF4 AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - VERTICAL ROOF NOT TO SCALE I-112' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WMI (2) #12.14 X 314• SELF -DRILLING FASTENER SPACED NOT MORC THAN 41r O.C. 3 4 SEE TABLE / SHEET 10F0 LENG VARIES OEPENOINO ON NUMBER AND SPACING OF RAFTERS TYPICAL POSTIRAFTER FRAMING PLAN - VERTICAL ROOF NOT IO SCALE SEE TABLE 1 SHFFT TYPICAL ROOF EXTENSION OPTION — END WALL OPENINGS POST/RAFTER FRAMING PLAN TYPICAL LEAN-TO OPTIC NOT TO SCALE NOT TO SCALE (BOX SAVE. 24• 16 GA U-CHANNEL BRACE (STO7 POST) 48, 16 CA U-CHANNEL BRACE (6• TO 14' POST) BRACC ANGLE SHALL BE LIIN. 30- TO MAX. 46• FROM HORIZONTAL - • FULL 6' WELD BOTH SIDES -6• 2 \\ WELD ALL WEB CONNECTIONS, I 4 BOTH SIDES- 4 FREESTANDING OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE LEAN-TO FRAMING PLAN NOT TO SCALE NOT TO SCALE A SEE TABLE I SIIEET OFB TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE -24' 10 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) 012-14 %3T4' SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) MAIN STRUCTURR�% ( I I I I 1 (1'1,.j, —STANDARD FRAMING PLATY( j��Hp2�OFiT{p.1LvS•.SHOI 361fOWN.ONLY 6TA)ylO L(GIEA SF jODOW FEIEC,l- BECHTOLGINEERCIiNGANOTA Lu1385�fJ�R(D 20� Tt' TI-44 o',, ) F Flona4 UeenpeipOR1OP,•''G\ CA116'IA CARPORTS, INC.. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA OM) =21 �^ I DECNTOL @NGINEERIA --_� ANDTEanaa ma d"N""" �mwmw."nnuw '"'°'"To SHEET 3OF6 INSTALL 11r R MINIMUM W TAPCON REDHEAD LOT ANCHOR OR 112' X MINIMUM SAW EXPANSIONANCHOR THROUGH BASE RNL WITHIN "P EACH RAFTED POST S ALONG SIDES AND EVERY END WALL POST ALONG END WPJA SECTIONS MIN.) CONCRETE BASE RAIL ANCHORAGE Scelo DRILL Sla. HOLE THROUGH THE 2'WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/r DMUETER TS CONTINUOUS THRDUQH-BCLT-� DASERAIL (SEE GROUND AHCI IOR BCItEUULE. SHEET I OF 0, TOR REGUIRLDANCt50R) L CONTINUOUS 4` CONCRETE PAVEMENT EYE ANCHOR------- * CONCRETE BASE RAIL ANCHORAGE WN'-Seel- (OPENCA ATSYMEREGLABEOGEDISTANCE008S— �.../ MEET MDPMUM EDGE DISTANCE SHOWN IN DETAIL III) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END P09T OR DOORY WINDOW FRAM1IE P097 TXr92' TOGA ANGLE OLIP SECURE TO POST (MH SIDE) TO BASEAVINOOW flAILOR AND HAFT ER CHORO/RAIL WITH NON-STRUCNRAL HEADER 14)012.14 X 3144 SDFX,(2) ON (12 GA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM. (2) ON SIDE NOTE: OPENINGS, POST O TSROL NOTE: T ROLL-UP R BE FLUSH WI RI RAIL ENO, CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING, POST TO RAIL. TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL \ 4 N01 To Sc-I- INSTALL IlT x MINIMUM W TAPCON REDHEAD LOT (ANCHOR OR IfZ'x MINIMUM 13.11T EXPANSIONANCHOR THROUGH BASE RNL WNHIN C OF EACH RAFTER POSTS ALONG SIDES AND EVERY END \POST ALONG END WALL SECTIONS I ------ -1-MIN.r CONTINUOUS 4' CONCRETE PAVEMENT 8 CONCRETE BASE RAIL ANCHORAGE NNTo 6cN- (OPTIONAL•OPENCAFNORTB OFlI.Y) ' 24' 10 GA U-CHANNEL "RACE (s TO T POST) 40' 16 GA U-CHANNEL BRACE (IT TO 14' POST) BRACE ANGLE SHALL BE MIN.46' TO MAX. 00' FROM HORIZONTAL NIPPLE TO TO NIPPLE WITH SNG T06C-le BOX EAVE RAFTEWPOST DETAIL - TS RAFTER POST---7 E X r W CLIP ANGLE SECURE O ANGLE SECURE RA POST AND BASE 2.14 RN ' (2)ON TOP, (2)ON 610E TS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. NDI To Scala DRILLSfi' HOLE THROUGH THE -2'WASHERS DASE RAIL AND SECURE 10 ANCHOR EVE WITH 117 DIAMETER jj{''' TS CONTINUOUS THROUGH -BOLT / BAS"IML TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE EYE ANCHOR _ 5 fi'ROD49'LONG 1. WITH 6• HELD( OR 5WROD 6W LONG ISEF. CROUflUANCHOH WITH 7' I4ELIX, GCIIEDULE, SI IEET I OF B, AS APPLICABLE FOR MPLICAHSITY) BASE RAIL DEEP ANCHORAGE Nd TOSub IN BOW BEND --6 �^44' 18 GA U-CHANNEL BRACE (B TO 4R 10 ANGLE SHALL BRACE (6TO p•1R. TO CE MAILSSHALL BE M N.HORIZONTAL L TO MAX. SO- FROM HORDANTAL 1 1. 3' 6' LONG TS NIPPLE SECURE RAFTER AND POST TO —'TS RAFTER POST NIPPLE WRH (4) 012.14 X 0/4• SELF DRILLING FASTENERS BOW RAFTER/POST DETAIL NM TO Seale - —TB POST r X 2' X 2' 16 GA ANGLE CUP SECURE TO POST MOTOP OF HEADER OR BOTTOM OF WINDOW RAIIIGIRT WITH (4) 012.14 X 3!4' SDFX (2) ON TOP OR BOTTOM. (2) ON SIDE ITS NON-STRUCTURAL HEADER i6 WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW 0 RAIL'', OR GIRT TO POST CONN. DETAIL ( NDI To Scale DRILL Wr HOLE THROUGH THE )WASHERS UASE HAILANU SECURE TO NlCIIOR EYE WR1111r DIAMETER -TO CONTINUOUS THROUGH,BOLT vqERAI TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE EYEANCHDR (NEP UHOUNU ANGIIOR SO'ROD 00'LONG SCHibUI.E, SIILEI I OF 0, WITH DOL 4'HEU(------.. FQR APPLICABII RYI BASE RAIL ANCHORAGE �D Nd TO SceW --6' LONG TO NIPPLE SECURE POST TO NIPPLE' WITH (4) MT2.14 x Y4' SOPS 1 ----TS RAFTER POST NIPPLE TO �_J7�16'h - BASE RAIL / V \ • "-­S CONTINUOUS BASE RNL .�'��'�Ps 1•R IHI'eFc �''% c�Cr. •• . U! ENs�' •. �Y,, N CONN. RAFTER WITH (4)*12-14xN4- SDF4, (2) ON BOTTOM, (2) ON SIDE OR 2'x4' 10 GA PLATE SECURE TO CACH SIDE OF TSENOPOST--'--- POSTRAFTER CONNECTION WITH (4) 012.14 x WC SDF's, (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN, DETAIL Not To Salo 1-I2' x r 18OA CLIP ANOW SECURE TO RAFTER AND GABLE RAIL WITH (4) 012Y14 x 3/4' SOPe. (2) ON TOP, -I.112'x 1-f/rxr. 16 GA (2) ON BOTTOM CLIP ANGLE SECURE TO RAFTER POSTAND CABLE " RAIL WITH (4)1112.14 x 3f4' SOPS (2) ON TOP; (2) ON SIDE TS GABLE RAIL —IS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL E�o I 2-N4' FOR 12 GA FRAMING 2.12'FOR. 14 GA FRAMING. 18 GAUGE U-CHANNEL GRACE FASTENED TO THE POST ANO RAFTER WITH (2) 012-14 x 3/4' SOPS AT EACH END (4 PER BRACE) BRACE SECTION NM I. FWn HIPPLE TO CBL. HDR. I' LONG IS NIPPLE SECURE EACH WITH (4) N12.14 x W4' SELF -DRILLING FASTENERS ----120A T6 POST RAFTER POST/DBL. HEADER DETAIL Nol To Scolo 1•1/2- x 1-12' x r 18 GA CUP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WRIT (4) 912.14 x 3/4' St Top AND BOTTOM 1.1/2' x I.lrZ' U 2' 10 GA CUP ANGLE SECURE TO RAFTER AND GABLE MIL WITH (4) 012-14 It 3/4' SDFd, (2) ON TOP, (2) ON BOTTOM RAPIER POST .ONG IS NIPPLE 12 GA DOUOLE IS 14MER _/ NIPPLE TO V— \ OBL. HDR. �RAFTER'POST/HEADER DETAIL/HEADER DETAIL Nol To &alN 1r LOtN SECURE POST WITH (4) NI2.14 S- LONG TS NIPPLE SECURE WITH (4) 012.14 x 3/4• SDF% RAFTER POST/BASE ��BASE RAIL CONNECTION DETAIL CONNECTION DETAIL 6 Nol TOSwle TS RAFTER POST 2*i4' 18 CA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POSTIRAFTER CONNECTION WITH (4) N12-14 x 310 SOPc. (2) ON POST. (2) ON RAFTER —IS LEAN-70 RAFTER `--•� I B'LONG IS NIPPLE SECURERAFTERANO POST IS GABLE RAIL 24• I6 GA U•CRANNEL BRACE (6' G i POST) 98'1B GAU CHANNEL BRACE (WIG 14'POST) BRACE ANGLE SHALL BE MIN.45' / I SEC U2' T GA ANGLE CLO' BECURE TOAANGLEG RAFTER WITN(4) 612-14x 314' TO NIPPLE WITH (4) $12•14 x 3/d' 6ELf-ORILLINO FASTENERS TO MAX, 80' FROM HORIZONTAL -/V TB RAFTER POST (2) ON POST RAFTER, (2) ON POST —`—' TG RAFTER PORT GABLE RAIL TO RAFTER POST SIDE EXTENSION POST / LEAN-TO RAFTER CONN. DETAIL !1 RAFTER/POST DETAIL `J Not To 6cale CONNECTION DETAIL Na TO Bc4k 11B Hotrosca'o �J -- 1-112" 18 GAUGE FURRING CHANNEL FASTENED TO CACH RAFTER WITH (2) N12-14.3'4' SOP PA. NOT MORE THAN.18' O.C. 20 GA. METAL ROOF PANEL 1 � TB RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Seal. SEE GENERAL NOTE No. 12, SHEET 1 OF 6. ''.10ENSF. c'Sj. i 0 is 6 GIRT (Typlcal TYPICAL END WALL OPENINGS POST/RAFTERIGIRT FRAMING PLAN NOT TO SCALE BOX SAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES ROLL•UPDOOR SWINGING DOOR I I As appl .bl.) (AS aPPlrwblo)� I TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE GIRTS (T2pIw) ..< 1.1W 18 GAUGE FURRING CHANNEL FASTENED TO [OPENING FOR SWINGING DOOR EACH RARER MATH (2)012.14 t 3'4' SELF•DRILLINO, ! WITH NON-STRUCTURAL HEADER HIV\b II II\p .■�I�_" �I TYPICAL POSTIRAFTERIGIRT FRAMING PLAN NOT TO SCALC BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES ROLL•UPOOOR SWINGINGDOOR (As ppplmed'e) - IAs applicable) l I cr¢elosla crm*w•azs. I ; TYPICAL SIDE ELEVATION TYPICAL ENO_ ELEVATION _ NOT TO SCALE NOT TO SCALE `;�1111111I/l/y/ . R H �`��C�.•''��CENS� )• �. From: Auto -Receipt noreply@mai1.authorize.net Subject: Transaction Receipt from CAROLINA CARPORTS INC for $350.00 (USD) Date: Sep 10, 2021 at 3:33:20 PM To: Bradley Brown bradley474@gmail.com Description: Goods or Services Billing Information Shipping Information Bradley Brown 1871 S Jenkins Rd_ ft Pierce, fl 34947 bradley474@gmail.com Total: $360.00 (USD) Daterrime: 10-Sep-2021 15:33:19 EDT Transaction ID: 42922792224 Payment Method: Visa xxxx1154 Transaction Type: Purchase Auth Code: 321169 OtchAht on, 71, CAROLINA CARPORTS INC DOBSON, NC 27017 us crystals@carolinacarports.com