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Home My WebLink AboutCARPORT PLANSn I: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND ' CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN. INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS UST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CARPORTS ANYWHERE, INC., WHICH EXERT -ADDITIONAL LOADS_ ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. CARPORTS ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. MWIJ NGING 51 'J --2'-011 NOTES. -TO BE TER DE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION I I U 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 TRFBARI REQUIREMENTS- -MINIMUM GRADE 40 STEEL -RERAR MAY BE BENT IN SHOP OR FIELD PROVIDED: -THE RE13AR IS BENT COLD -THE DWAETER 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 10 HORIZONTALLY TO 6' VERTICALLY. -COVER: -2' COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PEIRMANEMLY IN CONTACT WITH SOIL OR WEATHER, AND 11A' ELSEWHERE REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF I' FOR FINE GROUT, AND 4' 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 LAM OR WEATHER. GALVANIZATION- -METAL ACCESSORES 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. f-12"x12" REINFORCED FOOTER RECEIVED OCT-:2 5 1019 Permitting Department St. Lucie County a EACH EXPANSION RUBS ALONG SIDES AND EVERY OTHER END -WALL POST 2' MIN. 845E RAIL GRACE 2.500 PSI 4• CONCRETE L.� STAB WITH W.W.F. OR FIBER MESH (2) TI5 OUS T e' O.C. IMUM SOIL BEARINGhun CONnN0005 Wm1 MINIMUM CPACITY 2.010 PSF (W.) 12' OVERLAP SPUCE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 2.5• PLAN VIEW DOOR FRAMING j' RECESS 1 COOR WIDTH — ELEVATION VIEW DOOR FRAMING J' RECESS T .75' OOR WI OPTIONAL ROLL —UP DOOR CONCRETE SPLA i# SCANNED BY St. Lucie County 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER M M 000 i ST. LUCIE C®UT1� B®CC (��::CCII UUII4__ 19 lad 1 IF ► ► 1 'I'q- Q CODE VERRDN Fee "17 eM FLillm, MANUFACTURER Tlscms ANYATIERE BUILDNG TYPE UTARY�� CONSTRUCTION WE o-D RISK CATEGORY 1 RRE PROIECnON NONE FIRE SUPPRESSION SYSIEU NONE OCQIPANCY UnnY. U BASIC "No SPEED V_I65n0 DIPOSURE O ENCLOSURE 04CLOG D IMERNAL PRESSURE COEFRCw /- ale IMPORTANCE FACTOR Lie ROOF DEN LOAD ICISF ROOF LIVE LOAD 2AM OR 30Oe POD. n0OR DEAD LOAD 10Iw RAOR UVE LOAD ews 'R• I TNG OF WAUS. FLUOR. ROOF N/A MODUM PER BULLING 1 HURRICANE PRon CnON USAGE NO HaUSL USAGE O SRVC t146 S0. Ff. a 0 O I 0 I MTB 9/26/19 LowUan: 343 Melton Dr., Ft. Pierce Moeel/: 21'L X 26'W X 12'H RESS/EGRESS, PROPERTY t LOCAL CODE SPONSIBIUTY OF THE SECURED WDH SCREWS WITH SEAL S SECURED WITH OR 1/CA FRAMING 15 25'a2b• TUBE ILA ARE 225%2.26' TUBE STEEL I LLI 10/17/19 Z MattheW T. BaldWin P.E. Florida License Q64608 Sheet: CA-7OF F 4 Ioil 1 I r CONSTRUCTION TYPE o-e W9( CX L v I FIRE PROTECTION Nd¢ FINE SUPPR6SION SYSTEM NaIE OCCUPANCY UNTY, u BASIC WIND SPEED V_I6 o " 3'_4�- • 3'-4 3'-4H' 3'-4H" EVOSURE e ENCLOSURE 01n 0' '-' 100 INIBtFNL PRESSURE CCOEFFICIENT`r/- ale IMPORTANCE FACIUR 1.16 ROOF DEAD LOAD 11PSG ROOF DVE LOAD s F cR 300m PIMM lab FLOOR DEAD WAD 1WSF ROLL -UP ROLL -UP FLOOR LL LOAD mess DOOR DOOR b 'R' ftATNG OF WALLS, FLOOR, ROOF WA p MOWLED PER BURDNO 1 o HURWCANE PROTECTION USAGE No ER USACE SUMCANE OWRE FOOTAGE 546 SO. R. FRONT END WALL ROLL -UP DOOR WINDOW LEFT SIDE WALL SWINGING DOOR REAR END WALL %NDOW RIGHT SIDE WALL O.C. MTB B/26/19 343 Melton Dr., Ft. Pierce 21'L X 26'W X 12'H 3. PLUMBINr, ELECTRICAL INGRESS/EGRESS, PROPERTY SET -BACKS AND/OR OTHER LOCH. CODE REOUIREMENis ARE THE RESPONSIBILTIY OF THE 4. DOFF AND WALL SHEATHING SECURED WITH /11-14x1' SELF-DRLUNG SCREWS WITH SEAL WASHENS O 6' O.C. MAX 5. TED EFRAMING CONNECTIONS SECURED WITH #12-143/4' SELF-DRIWNG SCREWS. 6.ALL SHOP FRAMING CONNECITONS ARE TO BE WELDED �A� NO WELDING ONSTIE ALL WELDING DONE IN SHOP. ]. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM F�� ®®� 1/2' TENSILE STRETUBE • STH. 14GAER A LNG IS S TUBE SIEFl. B. OR 7 FRAMING IS §� ®® /� IE CO M PLIA NIPPLES ARE 2.25'Y2TS' TUBE STEB. NI ARE TUBE LUCIE COUPITjJ BOCC C Z Q Of LL j rAZ LiJ 10/17/19 W MattheW T. BoldWin P.E. Florida License #64608 Sheet: CA-2 OF 4 CARPORTSANYWHM CODE INFOR ATIO CODE VERSION 119C =17 M FLIeoR ASCII-r—ID MANUFACTURER UwOme ANL'WI m BUILDING TYPE uwn STRaanRE CONSTRUCTION TYPE II-B lesK CATEGORY FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NmE occuvMCY unulr, u BASIC WIND SPEED v.—leempe _ EIWOSURE C ENCLOSURE DICUM, INTERNAL PRESSURE COEFFICIENT a/- 0.Le IVPORIANCE FACTOR 1.15 ROOF DEAD LOAD IDP4 ROOF UVE LOAD ZAPS m 5]Oe PoMI uY0 O ROLt-UP- ROLL -UP _ FLOOR DEID LOAD IOPSF o FLOOR LIVE LOAD IiPSi H H •R' MRNG OF WAus, FLOOR, ROOF N/A MODULES PER BUILDING I HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SGUME FOOTAGE me S0, FT. REVISIONS REV DESCRIPTON I DATE BY I yI WiNWAS 10/17/1, um FRONT END WALL REAR END WALL D.0 MTB REVIEWED _R CODE CMPLI STo LUCIE�aC COUNT)' EOCC NC Cn w mte 9/26/19 I on: 343 Melton Dr., Ft. Pierce Mo3a1i: 211 X 26'W X 12'H GENERAI NOTES 1. THIS BUILDING IS EXEIMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C1O1.42. 2. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/E%CEE09 GALVANIZATION PER ASTM A1003/A10031M-15. 3. PLUMBING, ELECTRICAL. INGRESS/EGRESS, PROPERTY SET —BACKS AND/OR OTHER LOCAL WOE REQUIREMENTS ARE THE RESPONSIBILITY OF THE 4. ROOF AND WALL SHEATHING SECURED WITH /12-14z1• SELF—DRIWNG SCREWS WITH SEAL WASHERS O S" O.C. MAk 5. FEUD FRAMING CONNECTIONS SECURED WITH J12-14z3/4• SELF-DRIWNG SCREWS. 6. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED No WELDING ONSITE. ALL WELDING GONE IN SHOP. Z. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 8.I2SA T. 2 OR 14FA FRAMING IS 2.5^i2.5• TUBE STEEL NIPPLES ARE 2251Q25• TUBE STEEL NnNooW wlNoow SWINGING DOOR VV _ I- 21'-0• LEFT SIDE WALL I 21._0•-• RIGHT SIDE WALL Z Lij d LLI C) V 10/17/19 MottheW T. BaldWin P.E. Florida License #64608 Sheet: CA-3 OF 4 MINIMUM 6' TS NIPPLE NIPPLE ! SECURED TO WALL POST WITH (4)/12-14x)' SELF-DRIWNG SCREWS INTERIOR r, i POST TO BASE RAIL CONNECTION MINIMUM 6" Ts NIPPLE NIPPLE SECURED TO WALL POST WRH (4)012-14r SELF-DRIWNG SCREWS 2%r2 ' 16 GA. ANGLE CLIP SECURED WITH (4) i12-144' SELF-DRI UNG 2"x5¢' 16 ANGLE OUP SECURED WITH (4) /12-144. 'a' 16 GA. ANGLE CUP SECUREDjj,;SEL2F-DR'1�NG SCREWSV'i(4 (4)/12-14,4' SELF-DRIWNG1 R ' 'SINGLE OR DOUBLE'M HEADER INTERMEDIATE POST TO __ "'" ~� END POST TO BASE RAIL HEADER/BASE RAIL/OR HEADEA--CONNECTIC CONNECTION WINDOW RAIL DETAIL DETAIL.-OPTfON 1 2"x2'z2" 16 GA AN CUP SECURED WITH (4) #12-14z4" SELF -DRILLING i SCREWS y VARIES 26 GAUGE ROOF SHEATHING SECURED WITH f IIII __ IIII (i)/f2-14rj'sE1F-DRIWNG SCREWS 'o I I STD. MAX. SPACIN41 2-1-2—l' (6' G.C. (B" D.C. MAX.)Lh _. 16 GA ANGLE CUP CUEING SCREWS 14xJ' NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL SELF-DRIWNG lo" O.C. MAX., 3' CORNERS LY/ 4' MAx. FROM DOOR FRAME TO POST CONNECTION MIN. MAX. SIDE WALL ROLL —UP DOOR/FRAME OUT HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS SELF-DRIWNG 0 6' O.C. MAx. 4: 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 1 3 1 4 r5 ZONE +12.0 —26.8 +14.9 —40.7 +23.3 —51.6 +25.8 —22.4 +27.2 —25.4 1' 16 GAUGE FURRING CHANNEL 48' 1 O.C. MAX SECURED_WTM (2)/12-14x1- SELF-DRIWNG'SCRE'%,S TO EACH RAFTER. ROOF PANEL CO%NECTION 16 GA. U-CHANNEL BRACE, MIN. 24' UP TO T POST, MIN. 48' OVER T POST. MIN. 4F TO MAX 6G FROM HORQ. (EXCLUDE END -WALLS; MINIMUM 6' TS NIPPLE NIPPLE SECURED TD WALL POST WTH (4)112-144' SELF -DRILLING SCREWS BOX EAVE RAFTER TO POST CONNECTION DETAIL MINIMUM 6' TS NIPPLE NIPPLE TO WALL PCST WITH 4xr SELF-DRIWNG SCREWS OR DOUBLE YS HEADER HEADER CONNECTION DETAIL OPTION 2 CARE YQ ON TOO 2017 M FENm. /ESL£-T-1 MANUFACTURER UAPORR ANIW1RIiE BURRING TYPE�nu� CON6ITRLLR04 TYPE IFe SUPPRESSION u INTERNAL PRESSURE COEFRCENT IN- am II MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST WRH 7f(4)112-144'SELF-DRIWNG SCREWS ROOF DEAD LOAD ROOF WE LOAD FLOOR DEAD LOAD FLOOR LIVE LAID TL' RATING OF WALLS, FLOOR. ROOF MODULE PER GLUING HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE SQUARE FOOTAGE POST TO TRUSS CONNECTION MINIMUM 24" TS NIPPLE REVIEWED FOR CODE COMPLIARN \FTER ST. LUCIE COUNT nFTAII BOCC APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywphere FL27402.1—R1 Hampton Rib Roof Panel WALL SHEATHING whee ar orts An� Cp y FL27403.1 Hampton Rib all Panel SWINGING DOOR ELIXER DOOR rAND PETAL COMPANY FL17996.5 407 STEELdD0'13RO" ROLL —UP DOOR JANUS IM'kRNATIONAL CORPORATION FL12765.3 SERIES 3100 WINDOW MI WINDOWS AND DOORS MODEL 185 SH L17499.1—R5 F "vel's THE, SO. FT. MTB 343 Melton Dr., Ft. Pierce MmAI/: 211 X 26'W X 12'H GD�4 NOTES 1. THIS BUILDING IS ENEMPr FROM THE FBC ENERGY CONSERVATION CODE PER SECTION CH11A2. 2. ALL STEEL TUBING SHALL BE 60 NO STET AND M=/EXCEEDS GALVANIZATION PER ASTM A1003/A1003M-15. 3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET-BACTei, AND/OR GMER LOGY. CODE REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER. 4. ROOF AND WALL SHEATHING SECURED WfM #12-14x1' SELF-DRIWNG SCREWS WRH SEAL. WASHERS 0 6" O.C. MAX S. FIELD FRAMING CONNECTIONS SECURED WITH STEEL rid cf)J 10/17/19 Q MattheW T. BAIdWIn P.E. L_ Florida License #64608 Sheet: CA-4 OF 4 � r • I I�