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Home My WebLink AboutCARPORT PLANS------ --- ------ �CEIVE7 I 0 9 2019 cie �,n nty, Permitting i I i i i i i [V NOTES: M PLAN VIEW 2.5• BUILDING FRAMING J' RECESS ----I�-4' r DOOR WIDTHI ELEVATION V[EW BUILDING FRAMING RECESS .75'1 4' OOR WIDT ROLL -UP DOOR CONCRETE SPLASH -GUARD RECESS J'XW EXPANSION ANCHOR WITHIN 6' OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END —WALL POST 1.25" MIN. BASE RAIL GRADE - I —I' _ A -i IIII 11= l.. -' 2,500 CONCRETE SLAB WITIT W.W.F. WOR FlBER MESH (2) #5 REBAR ®6' O.C. MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM CAPACITY 2,000 PSF (TYP.) 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL IN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER SUB —GRADE SOILS: —TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION CONCRETE: -MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THE NG STRUCTURE REINFORCING STEEL (REBAR) REQUIREMENTS: —MINIMUM GRADE 40 STEEL —REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: —THE REBAR IS BENT COLD —THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6—BAR DIAMETERS: AND —REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL CELL. THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1" HORIZONTALLY TO 6" VERTICALLY. —COVER: —2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND 11" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF I" FOR FINE GROUT, AND }" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL. REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER, AND 14" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. CODE 'CC @�U ST. CI ROLL4UP GALVANIZATION: 0%jw�v�r —METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO WEATHER SHALL BE \ GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. /-12"x12" REINFORCED FOOTER -0" 3 -11"" a CAMIMANMHOM CODE INFORMATION CODE VEFMON W 2017 6M FGiYw. A E-7-1 MMUFA UfU! t WlpOR15 At1YWRERE BULGING TYPE UnUW SIRUGNRE MNSIRUCDON TYPE u-B RISK rATEGORY I RRE PROIEOnoN NONE - RRE SUPPRESSION SYSTEM NONE OCLUPMCY 6TO 5 2 BASIL WIND SPEED �1FdmP1: EXPOSURE C ENCLOSURE ENCIOSED INTERNAL PRESSURE COEFFTCIEIT a/- .18 IMPORTANCE FACTOR 1.16 ROOF DEAD UM Ia ROOF LIVE LCAD 20P4 OR Rab Pail lab FLOOR DEAD LOAD laps FLOOR LIVE LOAD 5aP5F 'R• MTING OF *A . FLOOR ROOF N/A -� N MODUIESRRICPER BUICDLDING 1 HUMANE PRDTEON USAGE ND HURRICANE SHELTER USAGE Iw WUN[E F AGE I no W. FF. REVISIONS REV DESCRIPTON DATE I BY Dm*n By: MTB �0t 8/1/19 O OHOM1 5716 Pine Tree Dr., Ft. Pierce, 34982 N.del/ 30'L % 24'W % 10'H . TMIS BU01Y R D " FROM THE nX: E1uB 2 dLL0 5�1EFLA gyiGCO PELRMS wOIN�C1051m AN0 MEER/E%CEFDS (M.YANPATION PER /SIM Al=/AI003M-16. S PWMOND. EIECROGL MCPEQ/EGRE55. PROPERTY SEr-FIAL]f5. 1N0/M ORQt IDfN. CWE REOUIREMENR MtE 4. � ANDNDDWALL�5 MT NC SEL�TIMF) WPM /12-14.1' SES-DRILLING SGRE" " sm WASHERS O 6. 0.0. UA &M LD FRAMING C DECGONS =UREO WIM /12-1N /4• sD IU_NG SU"S. 6. XSROP EPUMING 00�NECTONs N£ TO BE WDDED. NO WF10P1G ONSIIE ALL WF101NG DONE IN 9 01`. 7.CONCRETE WANSI0N5 ANCHORS ME TO BE MINNUM 1/2- OW.IETER ! 2BOOIB TENSILE . 8. OR 14GA FRAMING IS 2544- A' TUBE S1E}l. HIPPIE MF 225'.226' TUBE STRL N O , U U I w 8/3/19 z MattheW T. BaldWin P.E. Florida License #64608 a Sheet: CA-1 OF 4 ROLL —UP DOOR FRONT END WALL SWINGING DOOR REAR END WALL CAMMSANYMB E ............................ . CODE INFORMATION IGE VERSION W =17 ft EJAW. /Sl£-7-10 NUFAMN eL'80Rrs MwfHEE LADING 119E VNRT SIRUCNRE NSIRUCTON THE B-e SR CATEGORY iE PRommnON - NONE - iE sUPPRE oN SYSTEM NONE :GUPANGY SKQW 5-2 SIC WIND sP yt16MMmh POSURE C (CLOSURE ENG➢SED IERNNL PRESSURE COE]nRow ./- ale ROOF DEAD LOAD 10P3F ROOF UVE LOAD 2®BG OR 30ab POOIf 1Ab FLOOR DEAD LAAU 1OP3 FLOOR UW LOAD BwsF 'R' RARNG OF WALLS. FLOOR ROOF N/A MDGUKES PER SLIMING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOORAGE 720 S0. IT. �1000R _� MTB 3'-0� 0 671O571 I� 6 Pine Tree Dr., Ft. Pierce, 34982 —11 MOaeI/: 301 X 24'W X 10'H 1. RIS BUOIR G Is EXEhin FROM THE FBC ENERGY 0' G0N`aNAnON CODE PER $ECOON c701.{2. 2. ALL SiFF1 RISING SNAIL BE SO NSI S AND LEFT SIDE WALL MEEIs/Dc®s GkVANPARON PER ASM A100S/A1003M-13. i.PLUMBING. EuxnmCA. INCJESS/E1vEs5, PROiE SET -BILKS. AND/OR OnIER MAUL WOE RFA MEMENR ME THE OF P'flE OWNER. &ROOF AND �FARIW SECURED WITH /12-14z1 SET➢-DRl SCREWS 'HIM SEAL WMHERS O v O.C. ANAL S.REUD FRAMING CONNECRONS SECURED WM /12-1h3/4- SELF-0PoWNG SCREWS. B. ML SHOP FRWONG CONNEC1ION5 ME RI BE WELDED. NO WEUANG ONSRc All NO DONE IN SHDP. ). CONCIEIE EXPANSIONS ANCHORS ME RI BE MINMUM 1/2- & 12 0 I G FRNG IS 2RB Q.5 NnAEE SnF NIPPIES ME 2 53 16 Nff SIFII. cn LJ REVIEWED FOR� CODE COMPLIANCE STo LUCIE COUNr4u B®Cc < V w 8/3/19 d Matthew T. P.F 3'—K3 3'-8 3'-6 W Florida Licensedwin #64 08 30'-0 Q RIGHT SIDE WALL (n Sheet CA-2 OF 4 FRONT END WALL LEFT SIDE WALL RIGHT SIDE WALL sMNGING DOOR SWINGING DOOR REAR END WALL REVIEWED FOR CODE COMPLIANCE STR LUCIE/p��COUNTY BOCC ECODE VEESION Fet 201r 6q Fl�Dm, ASW—]-10 MADNRER nIAFOTIS AMWIIERE BuWNG TYPE IutIIM smWINE WNSIRUWON TYPE r-e 5-2 ROOF DEAD LOAD tom ROOF WE IDAD 'L1l(y on SOae PANT tNn FLOOR DEAD LOAD IOPY' R R WE LOAD COPY 'R' RATING OF WALLS, BOOR, ROOF WA NDDUIFS P BUIIDNG 1 HURRICANE PROTECTION USAGE No HURRICANE SHELTER USAGE No WUARE FOOTAGE 720 SQ. ET. 6716 Pine Tree Dr., R. Pierce, 34982 (/OUelj 301 % 24'W X 10'H t. Mrs sum IG Is Do" mow R E R "Ben, CONY ARON CODE PER =ON 001.4,2 L /iL S1EFL UWG 9 BE GO N51 sTFF1 AND 4E1:115/ENCEflA r VANOARON PER ASTU Moos/A1OOD/-1E J. PLUIIBPIG. DECRddL waess/EGaEss, PROPEAIY SET-8NJt5, MO/aR OTHER LOrAL WOE REaUIRF)% ME THE RLTPONSDMY OF THE OWNER. 4. ROOF AND WAEL MEAMNG s RED " /12-140- mr-wau1NG Smos WnH S W/SHERS 0 r D.c. 4Ac 5. RE1D FRWING COMECBO s SECURED WTIH /12-14d/4' 6 NFL S1 P G wG WEIN=m ARE ro BE WELDED. NO INDGNG ONSRE ALL WflDNG DONE w sHOP. T. CONCRETE WMWNS MCHORS ME TO BE WINQUN 1/2' DEWETER R 2,5OO19 TENSLE 5TRENGIH. e 12 OR 14GA ERMNG R 25126' TUBE S NlwP ME msSQ , WSE SIE11 in LLJ o VV v� L w 8/3/19 Ltl MatfheW T. BaldWin PX Florida License #64608 0 U, Sheet CA-3 OF 4 11 A MINIMUM 6' M NIPPLE NIPPLE SECURED TO WALL POST Win `(4)l12-14X)' SELF -DRILLING SCREWS POST TO BASE RAIL CONNECTION - MINIMUM 6' TS HIPPIE NIPPLE SECURED TO WALL POST WITH (4)012-144' SELF -DRILLING SCREWS 2'#'#' 16 GA ANGLE CUP SECURED WITH (4) #12-14,1' SELF -DRILLING SCREWS 2'#'#' 16 GA. ANGLE CUP SECURED 5 RE}(5) /12-144' SELF-DRIWNG F 2'#'4 ' 16 GA ANGLE CUP ' SECURm WRH (4) J12-144' SELF-DRIWNG SCREWS SINGLE OR DOUBLE TS HEADER INTERMEDIATE POST TO END POST TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION - DETAIL- -CONNECTION —WINDOW RAIL DETAIL- DETAIL- OPTION 1 2"x2"x2" 16 GA. ANGLE CUP SECURED - -, SWITHCREWS) #12-14X1" SELF—DRIWNG t VARIES 26 GAUGE ROOF SHEATHING SECURED WITH I'I fI II (1)l12-144' SELF-DRIWNG SCREWS O j l�STD. MAX. SPACIN41 2-1-2-1 O.C.6' 0.(9' 0.G MA%.)) 16 GA. ANGLE CUP WNG STH NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL INTERIOR CORNERS E 01? SELF-DRIWNG 10' O.C. MAX. 3' CORNERS '_Y/ 4" MAX FROM DOOR FRAME TO POST CONNECTION MIN. MAX. SIDE WALL ROLL —UP DOOR/FRAME OUT HEADER DETAIL INSTALL PER MANUFAMRERS INSIRUMONS SELF -DRILLING Y 6' O.C. MAX. k FROM CORNERS ROLL —UP DOOR TO POST CONNECTION DESIGN PRESSURES — 165 Mph ROOF +23.3/-51.6 WALLS +27.2/-25.8 DOORS +27.2/-25.8 WINDOWS +27.2/-25.8 1 2 3 4 5 ZONE +12.0 —26.8 +14.9 —40.7 +23.3 —51.6 +25.8 —22.4 +27.2 —25.4 f % 'Y--18 G411GE FURRING CHANNEL 48' 1 O.C. MAY. SECURED WITH (2)012-14d' SELF —DRILLING SCREWS ro EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION a 16 CA. U-CHANNEL BRACE. MIN. 24' UP TO 7' POST. MIN. 48' OVER T' POST. MIN. 4F TO MAX. ESP FROM HORIZ. (EXCLUDE END -WALLS; MINIMUM 6' TS NIPPLE NIPPLE SECURED M WALL POST WITH (4)012-14.1' SELF -DRILLING SCREWS BOX EAVE RAFTER TO POST CONNECTION DETAIL MINIMUM 6' R NIPPLE NIPPLE TO WALL POST WRH 4,4' SELF -DRILLING SCREWS OR DOUBLE IS HEADER AYBIG vM AL F HEADER CONNECTION DETAIL BUILDING TYPE URIAY S1mmuRE CONSTRUCnON TYPE 1-9 RISK CATEGORY I — OPTION 2 - FIRE-PR0=nGN - FIRE SUPPRESSION SYSTEM NONE GCCUPANGY STORYF a-2 NIPPLE ro muss MINIMUM 6' 15 NIPPLE NIPPLE SECURED TO WALL POST WITH (4)l12-1414' SELF-DRIWNG SCREWS POST TO TRUSS CONNECTION DALc WIND SPEED Y+-16&m EXPOSURE C ENCLOSURE 04t INTERNAL PRISSURE COOFFCIENE a/- 0.18 IMPORWANCE FACTOR 1.18 ROOF DEAD LOAD 10P ROOF UNE LOAD 2m4 OR ST[m P FLOOR DEAD LOAD IOPSF FLOOR LIVE LOAD eaPBF 'R' RATNG OF WADS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PRMMON USAGE INO HURRICANE SHELTER USAGE NO SOUARE FOOTAGE I no ILO. R. REVISIONS REV 1 DESCRIP(ON REVIEWED FO CODE C6_ 1 LI STD LUCIE CoAR NC SOCC UNTY APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports -Anywhere FL27402.1 Hampton Rib Roof Panel WALL SHEATHING Carports Anywhere FL27403.1 Hampton Rib Wall Panel SWINGING DOOR ELIXER DOOR AND METAL COMPANY FL17996.5 407 STEEL DOOR ROLL —UP DOOR JANUS INTERNATIONAL CORPORATION FL12765.4 SERIES 3100 5716 Pine Tree Dr., Ft. Pierce, 34982 MoaOIl: 30'L % 24'W X 10'H 1. THIS BUILD IG S DB9IPT FROM 1HE Fec EhaRcY CONSFRYMN CODE PER SECTION CIOIA2 2 ALL SRFL TUBING BNML BE M KS STET) AND MEFIS/EXCEEDS GOLVANV=N IhRA ASTM AI003/AIOO41-1G i PUUy3NG EIECRUCk MOIR4/EGW55, PROPERTY SEr-BAC0. AND/OR ORRR LOCAL CODE REQUIREMENTS ARE THE R6PCN5BRDY OF THE OWNER. L ROW AND WAIL SHEATHING SECURED " 112-14.r SVF-ORLLIIG SCREWS WITH BELL WASHERS O 8' O.C. MAX 5. REED FRAM64G CONNSMOS SECURED WUH 112-1W/4' G AU. SHOP PFMMIN L�N�EC1bNS M¢ ro SE WELDED. NO WEEDNG O`IBIIE. ALL Wl]DNG DONE IN SHW 7. CONCNEIE S WANSONS A401OITS M BE "NUM 1/2' DW/DDi h 2,600.8 TENSILE SIPENGIH. 612 OR 14G. FR40NG IS 2b'S6' TUBE SnNIPPUS ME 2255,2.25' TUBE 51RL 8/3/19 (n J Q � Matthew T. Baldwin P.E Florida License #64608 w 0 Sheet. CA-4 OF 4 i �L 5 mo i FA-