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Home My WebLink AboutCARPORT PLANSCI) rn i r---4,-8„ Am NOTES: ism ROLL -UP 25" PLAN VIEW BUILDING FRAMING RECESS- - 4" OOR WIDTH ELEVATION VIEW BUILDING FRAMING RECESS .75"JDOOR WIDTH- -4. ROLL —UP DOOR CONCRETE SPLASH —GUARD RECESS 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER Ertl ROLL -UP m J"xr�" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END —WALL POST 2" MIN. BASE RAIL GRADE ` - I —I 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. OR FIBER MESH (2) #5 REBAR ®6" O.C. MINIMUM S IL ( BEARINGCONTINUOUS WITH MINIMUM CAPACITY12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 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 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" yl4q �e- cro � Stab od HORIZONTALLY TO 6" VERTICALLY. -COVER: i -2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, , 4 ED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF }" FOR FINE GROUT, 1� ELSEWHERE. REBAR EMBEDD AND I" 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 1}" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. GALVANIZATION: -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. itA 12"x12" REINFORCED FOOTER a 2018 0 I N CODE VERSION IM 2017 e1N E&1 . ASLE-7-10 MMDFACTURM WWFIS ANWMRF BUGDINo ME $nWETIRE WNSRUCnON IYPE G-B RISK ODEGOW I FIRE PROTECTION NONE FIRE SUPPRESSION SSIEM NWE OCCIIPMCY SiUPAGE BASIC WINO SPEED Ya-laonpl, EXPOSURE 0 ENCLOSURE DIGE➢SEG INTERNAL PRESSURE WEFFOENT +•/- 0.18 IMMUMCE FACTOR 1.15 ROOF DEAD IA^D IGP4 ROOF LIVE LOAD. 2OPSF OR DOaE POW Lob FLOOR DEAD LOAD IOPSF BOOR UVE LOAD GGPSF •R' PATNG OF WALLS. BOOR. ROOF N/A MODULES PER BUGDING I HUMUCANE PROTECTION USAGE NO HURRICANE SM1TFIt USAGE NO SOLLARE FOOTAGE ". REVISIONS REV DESCRIPTON DATE BY 1 wo W.C,0 3/20/1e Me D1GwG 13Y MTB oatG: 3/19/19 o 646 0" W_ Weatherbee Rd., Ft Pierce, 34982 " 301 X 24'W X IO'H u NmEs 1. TO5 BOLDING Ci EAI' IRON THE FBI ENFflOY CeNSTRVMON WOOE PER MOON C,OIA.2. Al 2 l STEEL T1BNG SNML BE 5O NSI P S.PWM&N4 EIMD/GR . INGREiSM COD. PROPERTY WGL CODE pEOURFLIENTS ARE ENT-e<DNS. MO/Ofl OF TIE pW W5IBGDY OF TD: EXIRI. l Re.r MID WALL SHF WG SECURED WIm j12-. O.c S,I, MGING SCW.WE WDH SEAL wAS WIN 01 6. O.O MM. S sax Diol WNNECTIDNS SECYIRD WON E12-1{O/4• SEIi- WOO SCPEWS & WELDING O�.N CONNECTIONSARE N BE SHOP�E0. NO ). WNCIEIE WM51UNS MCHORS ME TO BE MGGMuM ..n2no iv Wm YAN Ss 2Y ' TIRE SIEEl. MPRES SCANNED BY St. Lucie County W Matthew T. Baldwin P.E. Z Florida License #64608 0_ „sCA,. R1, OOFR4 Sheet: 0 FRONT END WALL SWINGING DOOR LEFT SIDE WALL ROLL -UP ROLL -UP DOOR DOOR 12 GA. POST 12 GA. POST (EACH SIDE OF ALL OF (EACH SIDE OF ALL ROLL -UP DOORSI ROLL -UP REAR END WALL MUCIION TYPE CATEGORY PROTECTION AL PRESSURE COEFFICIENT ANGE FACTOR DEAD LOAD UVE LOAD DEAD Lan LIVE LOAD LTING OF WAUS. FLOOR ROOF ES PER BUILDING ;ANE PROTECNON USAGE : m GHELIER USAGE COPoIECIEa =17 M Mm, gF15 MnwoR R STNCNI6 Mw L " MTB 3/19/19 W. Weotherbee Rd., Ft. Pierce, 34982 30'L X 24'W X 10'H ACAL CODE REOUIREMENIG ME MMM WRH /12-14r1' SFA WASHEM O e' O.C. Wx G REO WDX 113-14a /4' am ARE TO BE WEIDED. NO 15Is ME M 94 M giwu)A REtIGM. 'lar wa STEEL wlP W 0 z` AAn L.� w 3/23/19 MaltheW T. BaldWin P.E. Florida 608 ne.4F. W 11 Wt Rmd. DeLaa3 ' RIGHT SIDE WALL u) Sheet. CA-2 OF 4 FRONT END WALL SWINGING DOOR LEFT SIDE WALL REAR END WALL WOE VERSON TIC = Su Fatiu. -i-.� MANUFACTURER rN� ANrA'IRRE SUBDING TYPE IILNN SITND1Dig CONSTRUCTION TYPE o-6 RISK CATEGORY I FIRE PROTECTION Nd¢ FIRE SUPPRESSION SYSTEM ROTe OCCUPANCY INTENtN1 PRESSUTiE OOEFFIGIENT IS IMPORTANCE FACTOR LOAD 10PSi LINO 2aPST S00R DEAD LOAD 10PBF E LOAD fiDPSF OF WALLS FLOOR ROOF VpA�XGCF N/APER BUILDING I PROTECTION USAGE NOE SHELTER USAGE NO Icm11CC WI(Ii1f.F '. B0. rr MTB 3/19/19 Weatherbee Rd., Ft. Pierce, 34982 3O'L X 24'W X 10'H 5DCX CODE MUIREMENTS ARE ;EGUIiED SRH 012-14a1' SFAL WAstmrs O e' at. MAX SECURED WITH /12-14a3/4' ONS AI¢ TO BE WELDED. No VG DONE 01 SHOP. DPS ARE TO BE MIN111UM RQIm h x TUBE STEEL NPFLFS U) LLJ > 0 wyy 3/23/19 W Matthew T. Baldwin P.E. Florida License W608 L.LI 11fi0 P to Road, Deal. R O2120 RIGHT SIDE WALL Sheet: CA-3 OF 4 MINIMUM 6' Ts NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)p12-14,d' SELF -DRILLING SCREWS POST TO BASE RAIL CONNECTION MINIMUM 6" TS NIPPLE NIPPLE SECURED TO WALL POST WITH f41)12-14r SELF-DRIWNG SCREWS r&2 - 16 Cl ANGLE CUP SECURED WIN (4) 812-141j' SELF-DRIWNG SCREWS END POST TO BASE RAIL CONNECTION A. ANGLE CLIP (4) $12-14,j" SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL 512-144" SELF-DRIWNG SCREWS O 10' O.C. MAX. 3' MAX. FROM CORNERS HORRONTALLY/ 4' MAX FROM CORNERS VERTICALLY INTERIOR DOOR FRAME TO POST CONNECTION It 2'X2'r2' 16 GA ANGLE CUP SECURED WRH (4) 812-14,r SELF-DRIWNG SCREWS r,a%X' 16 GA. ANGLE CUP SECURED WITH (4) 112-14,' SELF-DRIWNG SCREWS OR DOUBLE TS HEADER INTERMEDIATE POST TO HEADER/BASE RAIL/OR HEADER CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14zj" SELF -DRILLING SCREWS A IESSTD. MAX. SPACIN*SPCING "MIN. ry_�VARIES--� EE 4 I' SIDE WALL ROLL —UP DOOR HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS SELF-DRIWNG a 61D.C. MAX& FROM CORNERS ROLL —UP DOOR TO POST CONNECTION DESIGN PRESSURES — 150 Mph ROOF +19.3/-41.4 WALLS +22.2/-20.0 DOORS +22.2/-20.0 WINDOWS +22.2/-20.0 1 2 3 4 5 ZONE +9.3 —21.9 +12.3 —35.1 +19.3 —41 .4 +22.2 —20.0 +21.9 —18.8 26 GAUGE ROOF SHEATHING SECURED WITH (1)812-144" SELF-DRIWNG SCREWS O 6' QC. (9' O.C. MAx.) 1' 16 GAUGE FURRING CHANNEL 48' D.C. MAx. SECURED WITH (2)012-140' SELF -DRILLING SCREWS TO EACH RAFTER ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION 16 GA U-CHANNEL BRACE, MIN. 24' UP TO ]' POST. MIN. 48" OVER 7' POST. M'. 45 TO MAIL 60' FROM HORIZ (EXCLUDE END-WAL MINIMUM 6" TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4)812-14xj' SELF -DRILLING SCREWS BOX EAVE RAFTER TO POST CONNECTION DETAIL APPROVED PRODUCTS ROOF SHEATHING I Carports Anywhere Hampton Rib Roof Panel MINIMUM 6' Ts MPPLE. NIPPLE crnl lam TO WALL POST WITH 4,f SELF-DRIWNG SCREWS OR DOUBLE Ts HEADER HEADER CONNECTION DETAIL OPTION 2 WALL SHEATHING Carports Anywhere Hampton Rib Wall Panel SWINGING DOOR ELIXER DOOR AND METAL COMPANY 407 STEEL DOOR ROLL —UP DOOR JANUS INTERNATIONAL CORPORATIOl' SERIES 3100 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)e12-144' SELF-DRIWNG SCREWS POST TO TRUSS APPROVAL NO. FL27402.1 FL27403.1 FL17996.5 FL12765.4 GORE VERSION W 3017 6N M.. MANUFACTURER _ FAISORI6 Naiffim BURRING TYPE UIBPY SRNlIURE CONSTRUCTION TYPE u� RNA( CATEGORY FIE PROTECTION NOTE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY suN BASIC WBND SPEED UREOlnsmAL PRESSURE C— 0.16ANCE FACTOR6DEAD LOADI5FLIVE LOAD OR 3B0® POIM U= DEAD LOADF jREEll-- UVE WAD�TNG OF WALLS.AES PER BUNDINCANE PROTECTIOOCANE SHELTER OF FrcTAGETl- SC FT. awn BY MTB rtc 3/19/19 lion: 646 W. Weatherbee Rd., Ft. Pierce, 34982 Wd 30'L X 24'W X 10'H AM TO BE p pWENDED. NO IN m I(HIMUM IBE sTEI "PUTS Wi 3/23/19 .J MattheW T. BaldWin P.E Q Florida License'64608 116D Pei. Ra10, OeLanQ FL >Z� oSheet: CA-4 OF 4