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Home My WebLink AboutCARPORT PLANS_ �r4'-8„ ---------- I 9 NOTES: m ROLL -UP PLAN VIEW 25• BUILDING FRAMING �' RECESS 4" vvv,. niu,n I ELEVATION VIEW BUILDING FRAMING }" RECESS �F .25'J 4"DOOR WIDTH 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 ROLL -UP 4"x5j" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END -WALL POST 2' MIN. BASE RAIL GRADE I !il_ 16�e.< N 2,500 PSI CONCRETE [CAPACITY IIISLAB WITWH W.W.F. OR FIBER MESH —12"(2) #5 REBAR ®6" O.C. IMUM SOIL BEARING CONTINUOUS WI H MINIMUM 2,000 PSF (TYP.) 12" 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" 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 J" 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 11" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. -8"-1 CODE COfIPI STP LUCIE C( F�CC EC GALVANIZATION: SCANNED -METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO WEATHER SHALL BE BY 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. St. Lucie County m 12"x12" REINFORCED FOOTER I CODE VERSION IKGC M17 61N Edmon. ASCE-7-1011 SUILONG TYPE Unun STRUCTURE CONSTHUCRON TYPE II-B RISK CATEGORY FIRE PROTECDON NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE BASIC WIND SPEED Y.-Ison IMPORTANCE FACTOR ,.1a ROOFDEAD LOAD 10P4 ROOF LNE LOAD SOPY OR ]IXMe FONT LOAD FLOOR DUO LOAD 1OPSF FLOOR LIVE LOAD WnF •H• RATNG OF WALLS, FLOOR ROOF N/A MODULES PER BULDINC 1 HURRICANE PROTECOON UWE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 720 SQ. R. REVISIONS CaRREC1E➢ MTB 646 W. Weatherbee Rd., FL Pierce, 34982 me. 301 X 24'W X 10'H GENERAL NOTES 1. THIS MIMING IS DZWK FROM THE FEC ENERGY CONSERVATION CODE PER SECTION C101.43. 2. ALL STEEL NBNG SHALL BE 50 NSI STEEL. S PLUMSING OXMIW. INGRESS/EGRESS. PROPERFY SET -BACKS, AND/OR OTHER LOCAL CODE REOUREMENTS ARE THE RESPONSBNIY OF THE OWNER. 4. ROOF AND WML 91UTHNG SECURED WIRE /12-14"1- SOY-ORIWNG SCREWS " SEAL WASHERS Y e• O.C. MAY 5.F IRX FRAMING CONNECTCNS SECURED WDH /12-14al4- sFLE-DRULNO SCREWS. G. ALL SHOP FRAWNG CONNECDONS ME TO BE wUDED. NO WE_MNG ONSNE ALL WELDING NNE N SHOP T. CONCRETE EXPANSONS ANCHORS ARE TO BE IIINNUM /2•xS•, 2.50N0 TENSILE SBVENGM. &12 OR 14GA FRAMING 6 2.V• 5• ROBE STEEL NPPLES ARE 2�5•x2.D5• NEE SUML O U) a O L.� G w 3/23/19 Matthew T. Baldwin P.E. z Florida License j 64608 Q • 1160 Pf to Road, D Fd. R N: a Sheet: CA-1 OF 4 12 3L--- - FRONT END WALL REAR END WALL REVIEWED FOR CODE COMPLIANCE -4•-„—„ - •—„ - •—„ - • •—„ •—„ I Sr LUCIE COUNTY 30•-0 LEFT SIDE WALL BOCC ROLL -UP DOOR 12 GA RD$ (EACH SIDE OF ROLL -UP DOC ROLL -UP DOOR GA. POST SIDE OF ALL -UP DOORS) RIGHT SIDE WALL FILE COPY 1 0 t ,� ► = N WOE VERSION rec 201T . 6a6cn, AEDE-7-10 MANUFACTURER GI6 m N ERE BUILDING TYPE UNIIIY SRNCT6RE CONSTRUCTION TYPE o-B RISK CATEGORY 1 FINE PROTECNON NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY S Moc ENCLOSURE DEAD LOAD LIVE LOAD IR DEAD LOAD IR UVE LOAD RATING OF WAIL ULEs PER BUILD RCANE PROTECT RICANE SHELTER 0.13 so. FT. my. MTB ate: 3/19/19 non: 646 W. Weatherbee Rd., Ft. Pierce, 34902 octal 30•L X 24'W X 10•H :Om REOUIREMENTs ARE T W" 112-14.1• TA6HER5 a 6• C.C. MAY D YInH /12-14ule ¢ TC BE WF1DE0. NO II E IN SHOP. N IE TO BE LBnIMDu TUBE STEEL. NPPLES U) LL1 z nn Q Wiul LL 0 w 3/23/19 88 Matthew T. Baldwin P.E. L.LI Florida License #64608 11W Private Rood. Detand. FL 33i (n Sheet CA-2 OF 4 0 b CAMMANMHME CODE INFORMATION o b SWINGING DOOR 'Re 2017 60 Ed!V n ASCE-7-10 CODE VERSION MANUFACRIRER EARPoRIS ANvNHEAE BUIIDMG TYPE urvTr srRuenWE CONSTRUCRON WFE .-B RISK CATEGORY 1 FIRE PROTECRON NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY sroRuE BASIC WINO SPEED V -Iwn EXPOSURE C Z4•-0' FRONT END WALL I 24'-O• I REAR END WALL ENCLOSURE ENCIMED INTERNAL PRESSURE CDEFROENT /- GIB IMPORTANCE FACTOR 1.16 ROOF DEAD LOAD 10FAF ROOF LIVE LOAD 2eRSF GR 300R PoIM LOAD FLOOR DEAD LOAD 10PY FLOOR LIVE LOAD 50PS' 'R' RATING OF WALLS. BOOR, ROOF N/A MODULES PER BUILDING I HURRIGWE PROTECRON USAGE NO HURRIME SHELTER USAGE ING SQUARE FOOTAGE 1720 SO. FT. REVISIONS REV DESCRIPTON I DATE 1 BY __. 1 w]o coaaccreo a/]B/IR Nre Drown By: MTB DPm: 3/19/19 La U. 646 W. Wealherbee Rd., Ft. Pierce, 34982 odes 30'L X 24'W % 10'H 30'-0- LEFT SIDE WALL REVIE�ED FOR RODE C®Mp��,4� 1.T 6 BUILDING rs UEMPT FROM THE FBC ENERGY CONSTOOL TJ CODE PER E 50 K CMEL ]. ALL SERv NBING SHALL BE 50 N51 STEEL. 3. PLUMBING. FLfC1REG INGRESS/EGRER%, PROPERTY SET -BACKS. AND/OR OTHER LOGO CODE REQUIREMENTS ARE v �'EA®�� ®®/�� ® ■M= FILE � � PY 3 w w THE AD WA1 - SH OF 1HE OWNER. t. ROOF Mlo WNL SHEATMNC SECURED HE 12-14xl 0 6' OC. MAX O-C SEID FRIWNG SCREWS WRH SEAL ED WITH 5. RE10 FRAMING CONNEC➢DNS SECURED WITH /13-1{v3/{' SELF-DwwNG sNG CO 6. ALL SHOP FRAMING CONNECNG ARE IN H WENDED. NO ON51TE. ALL WENDING DONE IN SHOP ].CONCRETE 6NPNV50N5 ANCHORS ARE TO BE 1%NIMUM CONCRETE 12 OR 1;5001B INN IS STRFNGM. & 12 OR 1MA FFNAWG IS 25#o' NBE STEEL NIPPLE ARE 235'135' NBE STEEL V ' 3/23/19 Matthew T. Baldw/�in P.E. R —DLiBR--- 30.-0• RIGHT SIDE WALL W 0 (n Florida Uce IISO Rlw[e RPPd,Rse Deland.4FL M720 Sheet: CA-3 OF 4 INTERIOR MINIMUM 6" TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE K SECURED TO WALL POSY WITH IV SECURED TO WALL POST WITH (4)p12-144' SELF-DRIWNG SCREWS (4)/12-144" SELF-DRIWNG SCREWS /II} IPPLE TO NIPPLE TO 1)a� 2�.2'r]' 16 CA ANGLE CUP SECURED 'N ERASE RNL BASE RAIL WITH (4) (112-14,4SELF-DRILLING SCRLlYS 2'X2"x2" 16 GAL ANGLE CUP SECURED WrtH (a) 81z-1413• SELF -Dawns SCREWS POST TO BASE RAIL END POST TO BASE RAIL CONNECTION I CONNECTION A. ANGLE CUP (4) #12-14Xj" SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL W12-144- SELF-DRIWNG SCREWS O IT O.C. MAX., 3' MAX. FROM CORNERS HORIZONTALLY/ 4' MAX. FROM CORNERS VERTICALLY EXTERIOR DOOR FRAME TO POST CONNECTION 2'X2'X2" 16 GA ANGLE CUP SECURED WITH (4) 112-14,4" SELF-DRIWNG SCREWS SINGLE OR DOUBLE TS HEADER INTERMEDIATE POST TO HEADER/BASE RAIL/OR HEADER CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 2"x2%2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" SELF -DRILLING SCREWS VARIES STD. MAX. SPACIN 3" MIN. STD. MAX. SPICING I�VARIES 7y Q i' SIDE WALL ROLL —UP DOOR HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS SELF-DRIWNG O 6' D.C. MAX h 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)#12-144" SELF -DRILLING SCREWS O 6" O.C. (9' D.C. MAX.) 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)112-14.1' SELF-DRIWNG SCREWS TO EACH RAFTER ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION 16 GA U-CHANNEL BRACE, MIN. 24' UP TO T' POST. MIN. 48' OVER i' POST. MIN. 4F TO MAX. 60' FROM HORIZ. (EXCLUDE END -WALLS MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4)d12-14)4" SELF-DRIWNG SCREWS BOX EAVE RAFTER TO POST CONNECTION DETAIL MINIMUM 6' TS NIPPLE. NIPPLE To WALL POST WITH 4.(" SELF-DRIWNG SCREWS OR DOUBLE TS HEADER HEADER CONNECTION DETAIL OPTION 2 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST " (4)p12-144- SELF-DRIWNG SCREWS POST TO TRUSS CONNECTION REVIEWED FOR CODE COMPLIANCE STo LUO��0C��S5IE COUNTY Bocc FILE Copy 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 j 0 0 . 01 di ' BUILDING TYPE UTUIT SMUCNnE CONSIHUCRON TYPE n-B MEN CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE BASIC WIND SPEED Y+ 180m0 EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT '/- ..IB IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1OPSF ROOF LINT LOAD 20PSF OR 300R POW LOAD FLOOR am LOAD IOPSF FLOOR CAVE LOAD 50PSF 'R' NAMING OF WALLS, FLOOR ROOF N/A MODULES PER SLIMING 1 HURRICANE PROTECTON USAGE No HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1720 S0. Fr. REVISIONS REV DESCRIPTON DATE BY I WO CORRECTED 3/30/" URI Drew" B, MITE J_ Q w 0 I 646 W. Weatherbee Rd., Ft. Pierce, 34982 II I 3O'L X 24'W X IO'H 9 OR Sheet: PROPERTY REQUIREMENTS ARE WTH SEAL WASHERS O 6' O.C. MAX NONE SECURED WITH /12-14.3/0 AECITONS ARE TO BE WELDED. NO WELDING DONE IN SHOP. ANCHORS ME TO BE MINIMUM ALE STRENGTH. IS 2.51A TUBE STEEL NIPPLES 91 3/23/19 Matthew T. Baldwin P.E. Florida License #64608 CA-4 OF 4 MAY 01 2019