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HomeMy WebLinkAboutRevisionOFFICE USE O Y• a IVISI®N DATE FILED: ' " A-() PERNHT # -90 D 7 Q 3 ( i REVISION FEE: RECEIPT # 6 LI(1916 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISION '00 t"'Oto- Cca'en r,etr s% D 3 / 2)4 CONTRACTOR INFORMATION: STATE of FL REG./CER . #: ST. LUCIE CO CERT. #: BUSINESS NAME: 16 /Y1. COV-0 ? QUALIFIERS NAME: !moo l lames ADDRESS- 3 CITY: 2$ lmA e- STATE: G ZIP: 3 5° j PHONE (DAYTIM[E): "2 72 ZD f RX 7-f FAX: - 91a6 P "6 7 OWNER/BUILDER INFORMATION: NAME: F.Arl /C- c;,cGO ADDRESS: (v�re! I' w CITY: pvw-e-e STATE: PHONE (DAYTIME: SS• ®/ -�2ffFrl' ARCHITECT/ENGINEER INFORMATION: NAME: f B 70 l ADDRESS: 605- iAve CITY: Del STATE: PHONE (DAYTIME): SLCCC. 9123109 Revised 06130/17 FAX: ZIP: zip: 3 2 7x6 ` 0 FBC-APPROVED PRODUCTS LISO "Sxvr MAXIMUM ALLOWABLE WIND SPEED S P 2 9 L 13 120 QA l I APPROVAL EXPIRATION PARTIALLY PRODUCT. CA . qpqPelyl N4021yl AWW"11W, MANUFACTURER No. & DATE DATE OPEN ENCLOSED ENCLOSED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC 171_16.59P.I-R6 04105127 140 ISO 180 26 Gauge AG Pan6l 10/10/17 STRUCTURAL COMPONEN I TS STRUCTURAL WALL CAROUN . A CARPORTS, INC., FL6702.1-R5 03114/27 180 180 180 26'G6uge AG Panel 10110117--- STRUCTURAL COMPONENTS: FLOOD VENT CRAWL SPACE DOOR SYSTEMS, INC. FL-29622.1 09/01120 WA. NIA N/A I6x8 Flood Vent 0511.5/19 EXTERIOR DOORS SWINGING ELIXIR DOORANO METAL COMPANY FL17996.3RI 091.1420 N/A 139 138 Series,40244 01/29/18 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-Ri 09/14/20 N/A 165 147 Series 407 61/29118 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1 . �R5 12131/20 NIA 180 174 Model 203(12 Max. Wliclpi) 10./07/`17 EXTERIOR DOORS ROLL -UP 6AROLI-14A CARPORTS, INC. F1.16006.1-114 N/A 158 138 Steel R611 Up'S6et Door (4 Max. Width) 06/18119 WINDOWS 0 SINGLE HUNG RS, MI WINDOWS AN - D DOORS FL174919.1-R5 10/17/23 NIA 175 157 Model 185 SH -OW7119 EXTERIOR. DOORS CAROLINA CARPORTS, INC.- FLI6806.2-114 NIA ISO. 180, Steel Roll -_Op S6"i 06/181191, EXTERIOR- . DOORS ROLL -UP CAROLINA cAwom. INC. FL16806.4-R4 11111126 WA 18D 172- Steel Rol-l-Up Sheet Door - IT Wilde EXTERIOR DOORS ROLL=UR CAROLINA CARPORTS, INC. FL16806.3114 11111120 WA 155 133 Steel Roll -Up Sh0pt Door - 16! Wide 06me/19 "' OWING ARE MET - IDWINDOWS SHOWN MAY BE SUBS�111i�UTED'FOFI DIFFERENT PRODUCT LINES ANDIORL'IPPE(S. PAOMDED THE FOLL Doo�'S M� i' CT AL� kqD pp A. PRODUCT SHA L HAVE A F6B p -, C6 3 .1 �OT�A I ACCORDING A TURER'S INSTALLATION FlEbliRiEhfENT& 6 COMPONE _S INSTALLED NECTIONSfORD k,.A ND LPV�Ef�EQ AS T FRAMINGCONNECTIONS00 RAILS 0ACC600DAfE SUBSTITUTED PRODUCT. TABLE' RAFTER, FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL. POST /'RAFTER (INCHES) RISK EXPOSURE WIND SPEED WIND,SPEED_ SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS- POSTS/RAFTERS I 10-TO 150 89 TO 116 5.0 :6 6 I C, 151 TO 180 Ii! To 139 4.0 6 40TES-.' '1s'Speefflotio4ig applicable 16726 gaii6einbl6l roof and mull panels fait6hed diredy to12 or 14'gauge steel III . be fibrnin gatige hat charifiel rootip'urfins: 2. Specificationi appkable'661y1mea n roof height of2O feet or less; and roof slopes of r to,27* (1;612 to 6:12 pitch). Spacing. i�quir6mer is 0oth_ -or roof heights . "andlor I slope's may v . vary . 1 12 14 16 18 20 C-9 22 c) 24 5 26 Im 28 PqA!4S 1GAND ,48 Anchor OENERAL NOTES: 1. THESE PLANS 0ERTAIN ONLY TO TH I E STRUCTURE. INCLUDING�MAIN WIND FORCE RESISTING SYSTEM. COMPONENTS AND CLADDING. AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES. INCLUDING BUT NOT LIMITED To PLUMBING, ELECTRICAL INGRESSIEGRESS, -PROPERTY SET -BACKS;, FINISH• FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS:' -k E CIL'DING803ISI<-C TE65R�i)CAPA6LiOF.tUPFORtl4GbEbLO4AO.CFTFEST kucTuir,A4`c' APPLICABLE LIVE AND ,WIND LOADS. IMFROVE-MENTSIHESESTRUCfUt�..­_A�1t' UOING DOORS WINDOWS 01-01�ER COMPONENTS NOT LISTEDINfH3CA306VED CARPN5TSP96FICALLVADbRgS§ED HEREIN,INC_" CEXERT-ADDITIONAL LOADS HE�ENGINEqRING AND'TESTINGjNC,SMLNOT BE h§11_FOSTRUqTJM�DAGORFAILPREDUE TOTHE' INC.,,WH1IXARICATION OF ADDITIONAL LOXIJS. ALL STEEL TUBING SHALL BE-50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OftSTAINLESS STEEL, 4, ALL COMPONENTS AND CLADDING SHALL BE INSTALLEDACCORDINGTO MANUFACTURER'S INSTALLATION, INSTRUCTIONS: AND SHALL,MEET YfiE..D.ESIGNPRESSURES, REQUIRED,bY THE hOkIbA BUILDING CO0t(FB7%AT'TfIE, LOCATION-OF4HE BUILDING WITHINTHESTATE OF FLORIDA. ALLFIELD FRAMING CONNECTIONS SHALL BE #12-14 x 314' . SELF OR . ILLINGISCREWSMITHOU T C*ONTRbL.§EAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6: CONCRETE SHALL HAVE A MINIMUMICOMPRESSIVE STRENGTH OF 2500 PSI AT 26 DAYS. THEREINFORCINGSTEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB.FOUNDATIONS SHALL BE REINFORCED. WITH 6X6-W-I:AXWI. A WELDED WIRE FABRIC COMPLYING WITH AS'TM A 185. OR WITH SYNTH . ETICTIBER . REINFORCEMENT COMPLYING . NG WITH AS TM . C . 11.16. 7.: BASE RAIL GROUND ANCHOR . REQUIREMENTS: -ONE WITHIN . 6'. OF EVERY - POST LOCATION; AND BOTH SID SIDES OF OPENI . NGSWHEREBASERAI.L 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.TAPCpN REDHEAD LOT 1W x 5"OR EQUIVALENT 09 WEJ-IT ANKR-TITS MODELATI252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING:: BRACE bE 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 OFTHE F13C SIXTH EDITION (2017)- RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH EDITION (2017,)- BUILDING. MINIMUM ALLOWABLE FOUNDATION N SOIL CONTACT BEARING PRESSURE OF 2,600 PSF IS ASSUMED. 11. 14-GA FRAMING: 2-10 x 2A/2* TUBE STEEL (TS) WITH 2-1/4'x 2-1/4'TS NIPPLES. 12 GA FRAMING: 2tI/4"x2-I14"TSWITH -2ji2'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 LPSEDAREA, . WITH BASE OF OPENINGS SET WITHIN 1'=FOOT 0 . F I THE HIGHER HER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FEICAPPROVED PRODUCTS LISTSHIALL BE BASED ON ONE (1) FLOOD VENT PER. EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN. SHEET 5 OF 6. )h) - METAL, CA0, RT INSTALLATION PLANS , -,_ 9 . I INSTALLATION 1. PLANS 170 180 AND DETAILS AND FRAMING AND -7- FASTENER SPECIFICATIONS 6' THE ARE FOR CONSTRUCTION , IN THE STATE OF FLORIDA PREPARED FOR. CAROLINA CARPOR-(P, INC. , P.O. BOX 1120 DOBSONi NORTH CAROLINA.27017 PREPARED BY' BECHTOL ENGINEERING AND TESTINGrIN . C. 605 WEST NEW YORK AVENUE 1'TQj_A-X T 1jbaA _01). OwkibA 32720 PIE CODE COMPLIANCE To UCIE 9 NTY TOERTIYTHEC9a T10sD CATIONS HEREIN HME AR -ARE I iN 'IGNED PROFE! , #A AREIN SSIONAL G ECANE"�THE )ANCE WITH THE REQUIREMENTS OF. SECTIal 1609 OF )RIDAbUiLDING CODE, SIXTH EDITION . (2017).-THE PLANS JD UNTIL THE. NEXT REVISION OF THE FLORIDA BUILDING 0 01 0 N CAROLINA CARPORTS.- , 1-mcm, GENERIC PLANS- FOR USE IN THE STATE OF F . LORIDA oinow M AmVq BEC14TOL ENOINEEIVN6 mkb WS AND TES?=. br- G20061 7B SHEET I OF 6 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL,ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As appr-We) (As applicable) (As applicable) -- - - -- ---- ----- ENCL SE0LENCaTHVARIES 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 ROX EAVE FRAME RAFTER OPEN CARPORT - MORIZONTAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG HORIZONTAL. ROOF BOX SAVE FRAME RAFTER UTILITY BLDG - HORIZON AL ROOF FLOOD VENT (AS 8011cable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (AS applicable) (As'applicable) (As applicable), MENCLOSED LENGTH AR S rl 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 NOTTO SCALE, BOX .EAVE _FRAME RAFTER OPEN CARPORT VERTICAL ROOF BOX EAVE' FRAME RAFTER ENCLOSED ULDG o VERTICAL ROOF BOX EAVE. FRAME RAFTER UTILITY BLOG - VERTICAL ROOF . . FLOOD _VENT (As:aWcab;e) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR i I `(As applicable) (As applkable) c s I Asa ble) ca(Ase) I 'FI jjEllL___1 it i Jill III ( l`�Illli = s _ . . -A TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TY - TYPICAL SIDE ELEVATION TYPICAL END ELEVATION, TYPICAL SIDE'ELEIVATION TYPICAL END ELEVATION NOT TO SCALE NOT. TO SCALE _ NOT TO SCALE ` NOT TO SCALE NOT TO SCALE' NOT TO SCALE _. � F \``��11I1I11111��' '®®E �gg� s. NGA( 7 YRIG,INC. YORK� AVFN.��UpEUNTl fLORID 2 0 .LUCK (6i0e5Arrea otf+ d 90 o 4 -P.E. OI CAROLS RTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION - SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION. NOT TO SCALE - - N SWIM �NG/NEERJ C "°� 611 2D awes mkb. " E NTS NOT TO oe� !b xn,m: G28061 0018LiND�07lC4tW.11NLm[CD_ iI1LNDM16aV)IFBRAD�.O Amlo' TB SHEET 2 OF 6 GALVANIZED METAL ROOF PANELS NED TO RAFTERS PER MANUFACTURER'S .LATION INSTRUCTIONS 12 J3 24' 16 GA U-CHANNEL BRACE FASTENED T07RAFTER WITH (2) 012-14 x 3/4' SDFs AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON NIIAIRFR ANT] SPACIIJC AF RAFTERS SEE TABLE.1. SHEET 3 1 OF 6 28 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS NIS ALLATIONINSTRUCTIONS 2 12 Q3 24116 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x.3f4' SDF's AT. _ EACH END (4 PER BRACE) 0 29l.%X! U'!ARAFTERSPW7O4SN' qLE RAFTER, p>24-T036RAFTER SPAN RE0U�RESATRISSEDRAFTER r AS SHOW4 ON THIS SHEET TYPICAL INTERIORRAFTER/POST _ FRAME SECTION- BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON.. Wl Ir<IBFR An :RPACIm AF RAFTFRR' SEE TABLE 1 SHEET a 1OF6 4 TYPICAL RAFTER/POST FRAMING PLAN -,BOW FRAME TYPICAL RAFTERIPOST. FRAMING PLAN. -.BOX EAVE NOT TO SCALE NOT TO SCALE SEE TABLE 1 OPENING FORSWiNGING SHEET DOOR WITH NONSTRUCTURAL 1OF6 1 HEADER, OPEUNG ' rI TYPICAL SIDE WAALL OPENINGS FRAMING PLAN 1 NOTTO SCALE OPTIONAL 24'-1" TO 3V TRUSSED RAFTER- BOW. NOTTO.SCALE 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS �1.1/2' 16 GAUGE FURRING 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER VM - - (2),012-14x3f4'SDFsAT . EACH END (4 PER BRACE) J v 24' LUUCit DUI I RAFTER SPAIT ONSINGLE RAFTER >2G' T6k-RAFTER SPAN'REOWOSA TRUSSED:R.4FIER p - ASSH01'1NOYT111SSHEET. in TYPICAL INTERIOR RAFTER/POST FRAME.SECTION = VERTICAL ROOF NOT -TO SCALE 1-112' 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. 6' 7. 8 - 4 SEE TABLE 1 SHEET :1 OF.6,. I LENG VARIES DEPENDINGON NUf 18ER l AND SPACING OF RAFTERS -I TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE 0 -R TYPICAL END WALL OPENINGS POSWRAFTER FRAMING PLAN NOT TO SCALE LD 3' OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX-EAVE NOT TO SCALE ROOF EXTENSION OPTION TYPICAL LEAN-TO Of NOT TO SCALE (BOX I N' 16 GAU-CHANNEL.BRACE (STOT. POST) - 48' 16 GA U-CHANNEL BRACE (6' TO i4' POST) BRACE ANGLE SHALL BE MIN. 3V LD i TYPICAL BOW RAFTER NOT TO SCALE ' ,.#0®E COMPL�ANC�. 13Ta LUCIE COU ` Y �^^� 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 3f4' SELF -DRILLING 'SCREWS AT EACH END (4 PER BRACE)' T '4 MAIN STRUCTURE STANDARD LE 3 PLAN (BOTH OPTIONS SHOW LY STANDARD LEAN-TO IS APPLICABLE TO BOW FF li111 L1118. W2STHEN �\ �DC9 Tflomas 88�1 o FloTide Lken30 LEAN -TO FRAMING PLAN NOT TO SCALE J. INSTALL 1/2'x MINIMUM 6.'_T')9TQZLREDHEAD LOT INSTALL 112' x MINIFAUM W TAPCONI REDHEAD LOT ANCHOR OR 1W x MINIMUM 5412' SION ANCHOR W11ANCHOR OR 11121' me x MINIMUM 5-EXPANSION ANCHOR THROUGH Hj� UdH BA THROUGH BASE RAIL ,14IN 6OF EACH BASE RAIL WITHIN WOF EACH RAFTER POSTS ALONG SIDES AND EVERY RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS WALL POST ALONG END WALLSECTIONS --i f-­27 MINIMU 1.1 MIN. 6* MINIMUM 2-1)2* EMBEDMENT r < T - 12* Ic NOLITHIC CONG FOOTING (2WPSI MIAE ns VOORICF6,WITH 2 Ws CONTINUOUS 2-1i2* EMBEDMENT MINIMUM 4' CONTINUOUS 4' CONCRETE PAVEMENT CONCRETE BASE E. RAIL ANCHORAGEQ!)_N-1 _T.Seale (OPTIONAL f OPEN CARPORTS ONLY) WASHERS 24.16 GA UaCHANNEL BRACE (6 To r POST) 487 163A U-CHANNRL BRACE (V TO 14" POST) —TS CONTINUOUS- BRACE ANGLE SHALL BE MIN. 4W BASE PAL' TOMAX. 60'FROM HORIZONTAL NIPPIFTn\ 3116'k. SEE GROUND ANCHOR., 6AMOL6_ ES�EtT 1`16 MINIMUM4*j P __ .", - ­ �, FOR REQUIRED ANCHOR Z-- CONTINUOUS 4' CONCRETE PAVEMEN . T EYE ANCHOR,­��� CONCRETE BASE RAIL ANCHORAGE �:E NW To Seale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET LONiFAU?.IEE)GE:OISTAMESHOViNINDETAJL'IB) TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS, END POST -OR DOOR/ WINDOW FRAME POST < . TSBASENVINPOW RAIL OR NONSTRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) POST TO RAIL, TRUSS 4 )- —N,t_T,*Scale 2'x2*X2* 16PAANGLE CLIP SECURE TO POST (EACH SIDE) ... AND RAFTER CHORD/RAIL WITH (4) 012-14 x-3/4-1 SDPS. (2) ON TOP OR BOTTOM. (2) ON SIDE NOTE: AT ROLL UP DOOR &ENINGS;POST . SH . OULD BE FLUSH WITH RAIL END, CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. TS RAFTER .---W LONG.TS NIPPLE SECURE POST TO NIPPLE WITH (4)_d12-14x3/4-SDF1s '-TS RAFTER POST I A) BOX EAVE RAFTER/POST DETAIL Not To loul.o Ts RAFTER /1-1/2'x 14121 x 2"160A CLIP ANGLE SECURE TO —POST AND OAS - E RAIL WITH (4) #12-14 x 314! SDFs. (2). ON:TOP. (2) ON SIDE --','-TS CONTINUOUS BASE RAIL OR END ND POST/BASE RAIL CONN. )NN. DETAIL �15 No1 �Tostalo���� DRILL 54' HOLE THROUGH THE . RASE RAIL AND SECURE TO ANCHOR EYE WITH 112'. DKIETER THROUGH -BOLT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE NO R IN , el EYE ANCHOR 61W ROD 48' LONG WITH W HELIX WASHERS =TS CONTINUOUS BASE RAIL— ' DRILL SW HOLE THROUGH THE 2"WASHERS BASE RAIL AND SECUREJO ANCHOR EYE WITH !IT DW.IETER TS CONTINUOUS THROUGH-BOLT _fBASE RAIL TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE\, :SEE GROUND ANCHOR 'y -AaJt%JlN EYE ANCHOR ,(SEE GROUND ANCHOR Sdfft ' 6tkiY.'Sfj6Yl-OF 6( WW ROD 3W LONG SChEd&E'6hEET.i OF 6, �OR APP6CA6iljT'k)'­ ' WITH DBL 4- HELIX FOR"APP66 Abo ftvi - v -v,,"vvW FOR BASE P�AILDEE'PANOHORAG&"'OMPLIANCE --`\BASE RAIL ANCHORAGE :lc riot TO Scwla "M LUCIE COUNTY qocc 3* BOW RAFTER 24' io dAU-CkANNEL,BRACE WTO r'.POST) . 4W. l6dA U-CHANNEL BRACE (&TO WPOST) BRACEANGLE.SHALLBEMIN.AV TO MAX. 60. FROM HORIZONTAL NIPPLE TO BASE RAIL W LONG TS NIPPLE SECURE RAFTER AND POST id NIPPLE WITH (4) 912-14 x 3W PST SELF -DRILLING FASTENERS BOW RAFTER/POST DETAIL —BOV Nat Tosae 6'LONG TS NIPPLE SECURE FOS TfT 6 NIPPLE. WITH (4).612-114 x *4' SDFs RAFTER POST CONTINUOUS BASE RAIL 0 POST/BASE RAIL'OONN. DETAIL Not To RAIL CONN. DETAIL 3 Not TO Score %jJlII.lfjj)f 14 'R H 27 x r x 2` 16 GA ANGLE CLIP SECURE TO POST AND TOP OF 9•TO% INC. HEADER, OR BOTTOM OF WINDOW 605 W 8 DEQN RIDA W20 RAIL/GIRT WITH(41)`Olii-Mi 314- SDrs o-r 0 (2) ON TOP'Ok BOTTOM, (2) ON SIDE 0. TS NON-STRUCTURAL HEADER '.E. NO pTE OF Flow Q)" &IONAI, TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW CAROLINA CARPORTS, INC. RAIL, 0 GENERIC PLANS FOR USE IN THE STATE OF FL 6 OR..GIRT TO POST CORN, DETAIL ORIDA Not "ToScale alr2oroo BECHTOLANGINEERING mwt lkbl we& NTS AUIP TES"NO, thm c-a� ib G2MI. AN" °aTa: SHEET 40Fd v 1 2'x2'x2. 1S GAANGLE CLIP SECURE TO POST AND RAFTER WITH (4) N12-14 x W4' SDF's, (2) ON BOTTO?.% (2) ONSIDE OR 2'x4' 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POSTIRAFTER CONNECTION WITH (4) 01244,x 314' SDFs, A (2) ON POST. (2) ON RAFTER 7 END POST/RAFTER CONN., DETAIL Not TO Scale 1-ilr x MW x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 314' SDFs, (2) ONTOP, ff\-(S 6 GA (2) ON BOTTOM RE TO D GABLE .. .-14 x 3l4' SDFs' (2) ON TOP, (2) ONSIDE TS GABLE RAIL TS RAFTER POST GABLE'RAIL T,O RAFTER POST 87�\ CONNECTION DETAIL 2CON e 2414' FOR 12 GA FRAMII 16 GAUGE U-CHANNEL BRACE\ FASTENED TO THE POST AND RAFTER WITH (2) 0112-14 x We SDFS . AT EACH END (4 PER BRACE) — BRACE SECTION Not To Scale S NIPPLE AC WITH K 347 .LING FASTENERS GA TS.POST RAFTER POST/DBL. HEADER DETAIL. NolToScals LE RAILWITH(4)p12A4x314' AND BOTTOM' AFTER POST MG TS NIPPLE RE WITH (4)112-14 x 3W -DRILLINGFASTENERS L DOUBLE TS HEADER :M 6' NIPPLE TO DBL. HDW RAFTER POST/HEADER DETAIL � No4To Scale RAFTER 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) 912-14 x 31C SDFs„ 1-112*x I.112'x2'16GACLIPANGLE-1 SECURE TO RAFTER AND GABLE RAIL WITH (4) 1112.14 x 3f4' SDFs. (2),ONTOP, (2) ON BOTTOM b 24' 16.G1 G' LONG TS NIPPLE 4W 16GA SECURE RAFTER AND POST TS GABLE RAIL TO NIPPLE WITH (4) #12-14 x 314' SELF -DRILLING FASTENERS' 7S RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL 11B No1ToScae 1 M 1S GAUGE FURRING CHANNEL FASTENED TO EACH RAFTERWITH (2) #12-14 x_3/4' SOF SPACED NOT MORE THAN 48 O.C. 26 GA. METAL ROOF ��. PANEL ITS RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale HANNELBRACE (6 TO T. POST) IANNEL BRACE (&TqIIV POST) LACE ANGLE SHALL BE MIN.45' D mAx 60' FROM HORIZONTAL TS RAFTER POST SIDE EXTENSION. RAFTER/POST DETAIL 12 NolTo Ssa e . TS LEG TS TS BAS d9'-LONG TS NIPPLE SECURE WITH (4) M 14 x 3W SDFs a TYPICAL FLOOD VENT FRAMING PLAN . NOT TO SCALE 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 34' SE(F-DRILLING FASTENERS -12 GA TS POST BASE RAIL 3116' _ NIPPLETO BASE RAIL RAFTER POST/EASE . . NI SE RAIL CONNECTION DETAIL S . RAFTER POST K47 16 GA PLATE (ONE REQUIRED) -CURE TO EITHER SIDE OF )STIRAFTER CONNECTION ITH (4) 0,12-14 x 3/4'.SDFs, I ON POST, (2) ON RAFTER _,.;-TS LEAN TO.RAFTER �2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST AND,: RAFTER WITH (4) #12-14 x 3/4' .SDF's, (21 ON RAFTER; M ORPOST POST / LEAN-TO RAFTER CONN. DETAIL � J Not To Scale REVIEWED FU 0013E COMPLIANCy REVISION ST. LUC'IE- SEE GENERAL NOTE No.4,2, SHEET 1 OF & VERTICAL SIDE OPTION A 1: r- GIRT (TWI-1 DOOR HEADER BOX EAVE FRAME RAFTER, ENCLOSED SLOG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION, TYPICAL END, ELEVATION NOT TCfSCALE- NOT TO SCALE -112' 10 GAUGE: FURRING CHANNEL FASTENED TO OPENING. FOR SWINGING DOOR EACH RAFTER.WITH (2) 012-14 x 3W SELF DRILLING WITH NON-STRUCTURAL HEADER FASTENER SPACED NOT-MORE7HAN14ffAC­. I GIRTS (Typkil) 4• TABLE I SHEET 1 OP6 6 3 o 6. 1ZIJ1AiL0PFj6X6F0A ROLL-Uppoo#'IT4 StRUCTURALHF� n— I J I Nq (:E -7- 10 L 3. 4) qPENINGFORWV�V;vm NON47RUCTURP L" q LENGTH WkS &PEND24 &I Mfi;3ffl AND SPACM G OFRAFTE RS. TYPICAL POSPRAFTER/GIRT-FRAMING PLAN NOT TO SCALE ... REVIEWmED FOH CODE COMPLIANC4 BOX EAVE FRAME RAFTER UTILITY BLDG. VtRTICAL SIDES sT. LUCIE CCU N"-' ROLL-LIF? DOOR SWINGING DOOR M- (As appUmble)- (m applkwo)- REVISION %A BET a T f 1N INC. 605 �*AWENUE )EQNpJk720;6%%- TYPICAL SIDE ELEVATION TYPICAL END D ELEVATION NOT TO SCALE NOT TO SCALE FINK �.Lko '&qVo-38= F Okk ov 0\