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HomeMy WebLinkAboutPLANStwo ^0,100 ST. LUCIE COU BUILDING-D1V1: REVIEWED FOR COMPLIM EVIEWED BY, (i DATE 2z t -" PLANS AND PE IT JS=T=- =KE-PFON UIFOR= N3 INSPECTION VV!LL E MADE THESE PLANS AND ALL PROPOSED W RK ARE SUBJECT TO ANY CWIREC T IONS REQUIRED BY FIU INSP'EO TORS TI;A UAY ©E NECESSARY IN ORDER TO COMPLY WITH ALL APPIXABLE CODES. CONCFAED FASTENERS OR ATTACHME ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD / WINDOW SWINGING ------------------------------------------ ---- ---------------------------=----DOOIN--------------------------------- j 12"x12" REINFORCED FOOTER 6' - 4"x3"(2,500 LB.) CONCRETE WEDGE ANCHOR WITHIN 6" OF EACH POST. 2" MIN. BASE RAIL 24" EMBEDMENT MIN. GRADE I: c r 01 a 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. OR FIBER MESH (2) #5 REBAR ® 6" O.C. [CAPACITY IMUM SOIL BEARING CONTINUOUS WITH MINIMUM 2,000 PSF (TYP.) 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL Go I RANI E OUT I x ry 10 LODE VERSION IFBC 2017 6th Edition, ASCE-7-10I MANUFACTURER CARPORTS ANYWHERE l/JI CONSTRUCTION TYPE FIRE PROTECTION FIRE SUPPRESSION SYSTEM OCCUPANCY ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED EXPOSURE ENCLOSURE INTERNAL PRESSURE COEFFICIENT IMPORTANCE FACTOR ROOF DEAD LOAD ROOF LIVE LOAD FLOOR DEAD LOAD "R" RATING OF WALLS, FLOOR, ROOF MODULES PER BUILDING HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE SQUARE FOOTAGE REVISION REV DESCRIPTON Dra*n By: /— 0.18 .15 OPSF OPSF OR 3001b POINT LOAD 1,520 SQ. Fr_ I I a`e' 6/27/18 I Location: 7903 Westmont Dr., Ft. 34951 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER odel : 40'L X 38'W X 1O'H NOTES: MESH) AND 12"x12" REINFORCED FOOTER PERIMETER I 1 1ETHISS BUILDING IS EXEMPT FROM THE FBC ENERGY SUB -GRADE SOILS: i I I I -TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R3AND 1816 OF I CONSERVATION CODE PER SECTION 1015.22. 2. ALL STEEL TUBING SHALL BE 50 KSI STEEL18 3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY o i THE 2017 FLORIDA BUILDING CODE, 6TH EDITION i SEr-BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE ' I THE RESPONSIBILITY OF THE OWNER. OD M I CONCRETE: i 4. ROOF AND WALL SHEATHING SECURED WITH 812-141' SELF -DRILLING SCREWS WITH SEAL WASHERS 0 6' O.C. MAX. -MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS o 5. FIELD FRAMING CONNECTIONS SECURED WITH @12-14x3/4" S. SE 6. ALL SHOPWFRAMING ECONNECTIONS ARE TO BE WELDED. REINFORCING STEEL (REBAR) REQUIREMENTS: 7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM -MINIMUM GRADE 40 STEEL I 1/2'xS, 2,500LB TENSILE STRENGTH. 814GA. FRAMING IS 2.5.2.5' TUBE STEEL NIPPLES ARE -REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: FRAME 2.25'x2.26' TUBE STEEL. -THE REBAR IS BENT COLD out 1 -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. I -COVER: ; N I -3" COVER MINIMUM WHERE THE CONCRETE IS CAST 'AGAINST AND PERMANENTLY IN CONTACT WITH 4 SOIL OR WEATHER, AND 14" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A I MINIMUM CLEAR DISTANCE OF 4" 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 EARTH OR WEATHER. I I , Ld I GALVANIZATION: -METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO' Io WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE I CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. LLJ 6 / 1 / 18 L---------------------------------------------------------------------------------------- Matthew T. BaldWin P.E. I= Q Florida License #64608 -00'-0" CA-1 OF 4 Sheet: CARPORTSANYWHER CODE INFORMATION CODE VERSION FBC 2017 6th Edition. ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE _LR1' $TRUCNRE FRAME OUT bl �-- CONSTRUCTION TYPE II-B "o FIRE PROTECTION NONE FlRE SUPPRESSION SYSTEM NONE F hAMME OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr-15O.ph EXPOSURE C FRAME OUT ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 2OPSF OR 3001h POINT LOAD FLOOR DEAD LOAD 10PSF 'R' RATING OF WALLS, FLOOR ROOF N/A MODULES PER BUILDING i HURRICANE PROTECTION USAGE NO I FRONT END WALL 3B-o REAR END WALL HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1,520 S0. FT. REVISIONS REV DESCRIPTON DATE BY 0 � I � I I I I I I I � I I I I I I I � I I I 1 SWINGING - DOOR _ -11 VnNDDW Drc*n By: MTB Date: 6/27/18 Location: 7903 Westmont Dr., Ft. 34951 -Model -- 40'L X 38'W X 10'H GENERAL NOTES 1. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1015.72. 2. ALL STEEL TUBING SHALL BE 50 KSI STEEL. 3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER 4_ROOF AND WALL SHEATHING SECURED WITH /12-14x1' LEFT SIDE WALL RIGHT SIDE WALL cn Li 0 L1J w Q (� SELF-DRIWNG SCREWS WITH SEAL WASHERS m 6' O.C. MAX 5. FIELD FRAMING CONNECTIONS SECURED WITH 112-14x3/4' SELF-DRIWNG SCRFYIS_ 6, MHO FRAMING CONNECTIONS ARE TO BE WELDED. 7_CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2'x3', 2,50OLB TENSILE STRENGTH. 8. 14CA FRAMING IS 2.6'x2.5' TUBE STEEL NIPPLES ARE 2.25'x215' TUBE STEEL. i 6/1 /18 Matthew T. BaldWin P.E. Florida License #64608 Sheet: CA-3 0 F , 4