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Home My WebLink AboutCARPORT PLANSI 2.5" PLAN VIEW BUILDING FRAMING 11" RECESS 4 DOOR WIDTH ELEVATION VIEW BUILDING FRAMING RECESS 75"T -4" OOR WIDTH — ROLL —UP DOOR CONCRETE SPLASH —GUARD RECESS JUL 3 0 2019 SWINGING --------------- ------------ DOOR--- }"X53' EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END -WALL POST 1.25" RAIL �2,500 CONCRETE SLAB WITH W.W.F. W.OR ``LL FIBER MESH �12"— MINIMUM SOIL BEARING CAPACITY 2,000 PSF (TYP.) (2) #5 REBAR 0 6" O.C. CONTINUOUS WITH MINIMUM 12" OVERLAP SPUCE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL COUOtY, PeFTRIttID _ B-GRADE SOIL . 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 BEM 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 BEM 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 14" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF }" 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. 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. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER 0 ROLL-4UP File Coy - ALED0IRi CODE COMPL ST". LUCIE CO BOCCI 12"x12" REINFORCED FOOTER UP A 0 a * ! t ICODE VERSION IIDC 2011 .11 Eamon AscE-v-Anil BUILDING TYPE unuT STIwC .R=. CONSTRUCTION T E o-B RIM CATEGORY I ARE PROTECRON NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE BASIC WIND SPEED 8-170mp5 EXPOSURE D ENCLOSURE ENCLOSED INTERN PRESSURE COEFFICIENT ♦/- am IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD IOPSs OH 306o Paw LOAD _ I O FLOOR DEAD LOAD IORSF FLOOR LIVE LOAD BOPSF 'R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BVIWING I - HURRICANE PROTECDON USAGE NO HURRICANE SHELTER USAGE NO WO E FOOTAGE 280 50. FT. REVISIONS REV DESCRIPTON DATE BY DO muwn By. MTB N Dad: 5/22/19 Lownon: 10450 W. Midway Rd., Ft. Pierce, 34945 OEaI : 301 X 26'W X 74'H ' ES I. GENERATHIS suUNCS EXEMPT FROM THE FSC ENERGY CONSERVATWN CODE PER SECTION CIOIAi 2. ILL STEEL TUBING SHAW BE BO R51 STEEL 3. PLUMBING, MECRICAL. WGRESS/EGRESS, PROPERTY SET -BA M AND/OR OTHER LOW. CODE REWIREMENTS ME THE RCSPONVI OF THE OWNER A. ROOF AND WALL SHEATHING SECURED WnH P12-I4.1' SEtf-DPoWNG SCREWS WITH SFAL WASHERS O 6' O.C. MAX. 5. FEED FRAMING CONNECTIONS SECURED WITH /12-INS/4' SELF-ORIWNG YREW3. fi. ALL SHOP FHAMNO CONNECTIONS ME TO BE WELOEO. NO WELDING ONWR ALL WELDING CONE IN SHOP. >. CONCRETE IOKF N GNS ANCHORS ME TO BE MINIMUM 1/2- - DNMETFR h 2,500LB T I.E STRENGTH. 0 8.12 OR It FRAMING S 2.5"n2S' WBE STEEL. NIPPLES ARE 2.25'.215' FUSE STEEL SCANNED St. LucieCoufflv .) �1(n I w 5/26/19 N � Jl. z Q Matthew T. Baldwin P.E. Florida License #64608 F' OL_ Sheet: CA-1 OF 4 I C ROLL -UP DOOR 12 GA. POS' (EACH SIDE OF ROLL -UP COO ROLL -UP DOOR 12 GA. POST (EACH SIDE OF AL ROLL -UP DOORS) FRONT END WALL LEFT SIDE WALL REAR END WALL RIGHT SIDE WALL O.C. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY SOCC MOE PERSON JIM 2O17 Rh DrUon, MM-7-10 WNUFACMRM w1cm mllh,ZRE BUILDING TYPE UTIIITY Srr C CONSTRUCTION TYPE u-B RISK CATEGORY I FIRE PROTECTION NONE TIRE SUPPRESSION SYSTEM NONE F am LOAD F LNE LOAD )R DEAD WA IN < _ LOAD RATING OF W ULES PER Bl DAB 780 So. FT. MTB 5/22/19 W. Midway Rd., Ft. Pierce, 34945 301 X 26'W X 14'H i�NE, IS EXEMPT FROM THE FEC ENERGY RON CODE PER SECTION C101.62. TUBING S BE 60 H9 STEEL ELECITI NGRESS/EGRESS. PROPERTY NUJ/GR OTHER LOLN. CODE REOUIRFNENTS ME NSIBILRY OF THE OWNER, WA SHEATHING SECUREB WITH 112-14X1' DID SCREWS WRH SEAL WASHERS O 6' O.C. NA%. [NO CMUECRONS SECURED WRH 012-143/4' NO SCREWS. FPAUNG CONNECTIONS ARE TO BE WOUND. NO emuC. NL WELDING DONE IN SHOP. EXPANSIONS ANCHORS ME TO BE MINIMUM 1/2' 1 2.600IB E MOM.TENSIOM. A f WM/PNG 6 26'# v TUBE STEEL Nl P (n 111 Z A./ Q 11 Li C) W 5/26/19 Matthew T. Baldwin P.E. W FlaridO License #64608 (� Sheet: CA-2 OF 4 FRONT END WALL I REAR END WALL RIGHT SIDE WALL SWINGING DOOR RIGHT SIDE WALL REVIEWED FOR CODE COMPLIANCE Si. LUCIE COUNTY BOCC WOE VERSION IF3C 2012 6N Ed;UI MCE-]-IU MANUFACTURER CMPom M k,'ENE BUILDING TYPE NARY SnVUCNRE CONSTRUCTION ME 0-8 RON CATEGGRY I FIRE PROTECTION NOW FIRE SUPPRESSION SYSTEM NONE ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- a.16 IMPORTANCE FACTOR 1.15 ROOF DEAD LEA➢ iOPSF ROOF LOVE LOAD 2 PSF OR 300G POINT LOAD FLUOR DEAD LOAD IOPSF FLOOR LM LOAD NKF 'R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO 780 Sa. FT. MTB 10450 W. Midway Rd., Ft. Pierce, 34945 aaAl r. 30'L % 26'W X 14'H GENERAL N= 1. N,N ..,DING IS EXEMPT FROM THE FBC ENERGY SET -BACKS, AND/GR OLHER. LGGL CODE REOUIR UMS ME THE REEPDNSSLTY OF THE OWNER. ROOF AND WALL SHEATHING SECURED WIN 412-14X1_ SELF-ORIWNC SCREWS WITH SEAL wASHERs ® 6° O.C. MAX. FIELD FRAMING CONNECNGNS SECURED WRH 112-14v3/4 SELF-DRRLING SCREWS, ALL sI FRAMING CONNECTroNS ME TO BE WELDED- NO WELD6IG ONSTE. ALL WELDING DONE IN SHOP. CONCRETE EXPMSONS ARCHERS ME TO BE MINIMUM 1/2' P METER & 2`500LB TENSILE SGRENGIH. 17 nR IAf. RBILNC F 2 R1f 5' TL9E SIEEL NIPPLES I� w 5/26/19 86 Matthew T. Baldwin P.E. W Florida License #64605 (n Sheet: CA-3 OF 4 a MINIMUM 6" TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4),y12-144' SELF -DRILLING SCREWS Y} IPPLE TO BASE RAIL POST TO BASE RAIL CONNECTION MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)g12-14,j" SELF-DRIWNG SCREWS 27x2'x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-144- SELF-DRIWNG SCREWS 2"x2'r2' 16 GA ANGLE CLIP SECURED WITH (4) 012-14y1" SELF -DRILLING SCREWS INTERMEDIATE POST TO END POST TO BASE RAIL HEADER/BASE RAIL/OR CONNECTION WINDOW RAIL DETAIL- 2"x2%2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF —DRILLING 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" SELF —DRILLING SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL 112-1414- SELF-DRIWNG SCREWS 0 10' O.C. MAX- 3" MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. FROM CORNERS VERTICALLY INTERIOR EXTERIOR DOOR FRAME TO POST CONNECTION a WALL ROLL —UP _USIDE DOOR HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS 814x1' SELF -DRILLING NIPPLE SCREWS 0 6" G.O. MAX. & TRI 6' MAX, FROM CORNERS ROLL —UP DOOR TO POST CONNECTION DESIGN PRESSURES — 170 Mph ROOF +24.6/-54.3 WALLS +28.9/-26.0 DOORS +28.9/-26.0 WINDOWS +28.9/-26.0 1 2 3 4 5 ZONE +12.4 —27.7 +15.5 —42.3 +24.6 —54.3 +28.9 —26.0 +27.8 —24.8 .. 2e2 " 16 GA. ANGLE CLIP —SECURED WITH (4) 1712-14r3' 1 SELF -DRILLING SCREWS OR DOUBLETS HEADER t- HEADER. CONNECTION 26 GAUGE ROOF SHEATHING SECURED WRH (1)}12-141{" SELF -DRILLING SCREWS 0 6" O.C. (9' O.C. MAX) 1 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2),112-14x1' SELF -DRILLING SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION (? 16 CA U-CHANNEL GRACE, MIN. 24' UP TO 7' POST. MIN. 48" OVER 7' POST. ON. 45' TO MAX. 6V FROM HORIZ. (EXCLUDE END -WALLS', MINIMUM 6' TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14x}' SELF-DRIWNG SCREWS MINIMUM 6' TS NIPPLE. NIPPLE TO WALL POST WITH 44" SELF-DRIWNG SCREWS OR DOUBLE 15 HEADER HEADER CONNECTION DETAIL -OPTION 2 NIPPLE BOX EAVE RAFTER TO TRUSSED RAFTER POST CONNECTION DETAIL CONNECTION DETAIL MINIMUM 6" TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4),#12-144' SELF -DRILLING SCREWS POST TO TRUSS CONNECTION REVIEWED F® CODE C®Io PLIAI ST. LUCIE■pCygOUP BOCC 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 CODE VERSION EEO 2017 .11 G;r, LSCE-7-m MMIUFACNRER VAPORI6 AVOIRIERE BUILDING TYPE• U21RY SIRUCNP.E GNES RUCRON 1YPE II-R RISK CATEGORY I RRE PROTECTION. VINE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STOWLE BASIC WHO SPEED v.-1romPN EXPOSURE ENCLOSURE EN OSED INTERNAL PRESSURE COEFFICIENT a/- 0.18 IMPORTANCE FACTOR 1.16 ROOF DEAD LOAD 10PSF ROOF LNC LEAD 20a5F OR 3D30 POINT LUAD BOOR DEAD LOAD 10asF ROOK LV LORD SapSF 260 SO. FT. MTB 10450 W. Midwoy Rd., Ft. Pierce, 34945 oeel 301. % 26V X 14'H 1. WS BOWING IS DNK FROM THE PRO ENERGY CONSEMATION WOE PER SECTION 001.41. 2. ALL 61EEL TUBING SHALL BE 5O KS WEE. 3. RLUVBNQ EIECFPoCAt. INORE55(EGRE55, PROPERTY SET -PACKS. AND/OR ORDER LOGLL CODE REOUIREMERS ARE THE RESPONSI Iu Y OF THE OWNER 4.ROOF AND WALL SHEATHING SECURED WITH 012-14x1' SEi-ORLLING SCREWS WITH SELL WASHERS O 6' QC. MAIL 5.FlEO PP MING CONNE=NS SECURED WITH /12-143/4' SELF-ORILUNG SCREWS. 6. ALL SHOP FRAMING CONNEC➢ONS ARE TO BE WEDED. 40 WENDING ONSITE. N.L WILDING GONE INSHOP. 7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2' DIAMETER & 2.60OLB TENSILE SMENGTH. 0.12 OR 14G& FRAMING 4 2.512.5' TUBE SFEEL NIPPLES 0 5/26/19 J Q Matthew T. BaldWin P.E. Florida License #64608 oSheet. CA-4 OF 4 File Copy