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Home My WebLink AboutCarports Anywhere - N Figuereo - 402014 - Digital Sealed 1.29.211. 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. THIS STRUCTURE IS DESIGNED AS A NON —HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGORY I) 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 LIST, 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. 3. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C101.4.2. 4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A1003/A1003M-15. 5. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET —BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER. 6. ROOF AND WALL SHEATHING SECURED WITH #12-14x3/4" SELF —DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX. 7. FIELD FRAMING CONNECTIONS SECURED WITH #12-143/4" SELF —DRILLING SCREWS. 8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP BY A CERTIFIED WELDER. 9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,500LB TENSILE STRENGTH. 10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL. SUB —GRADE SOILS: —TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2020 FLORIDA BUILDING CODE, 7TH EDITION —BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM OF 12" BELOW UNDISTURBED OR ENGINEERED GRADE 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: —3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND 11" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF }" FOR FINE GROUT, 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 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. 4"x54" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END —WALL POST 2" MIN. BASE RAIL GRADE I° 2,500 PSI 4" CONCRETE V SLAB WITH 10GA. W.W.F. OR FIBER MESH MINIMUM SOIL BEARING CO)N INU USA WITH MINIMUM CAPACITY 500 PSF(TYP.) 25" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL MIN. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. (OR FIBER MESH) -------------------------------------------------------------------------------------------------------------------------------------------------------------- AND 12"x12" REINFORCED FOOTER PERIMETER 12"02" REINFORCED FOOTER - -------------------------------------- m CODE VERSION FBC 2020 7th Edition, ASCE-7-16 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-150mph ENCLOSURE OPEN INTERNAL PRESSURE COEFF. +/— 0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001b P.L. FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 50PSF "R"RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1800 SQ. FT. REVISIONS REVI DESCRIPTON I DATE I BY """"'" o,: MTB DATE: 1/22/21 LocAn01�340 West Midway Road, Ft. Pierce SIZE: 40'L X 20'W X 14'H q / o ENSF �� NO.64608 2 i �•:• STATE OF 4 /"OII 1110` O Digitally signed L� by Matthew z Baldwin Date:2021.01.22 15:45:41-05'00' PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AN THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES z MottheW T. BOIdWin P.E. Q Florida License #64608 ci Sheet: CA-1 OF 4 —11 3'-11 —11J" 3'-11 LEFT/RIGHT SIDE WALL 12 �3 DOUBLE POST (TYP.) 20'-0" FRONT/REAR END WALL RIqk�LI i1l ► CODE VERSION IFBC 2020 7th Edition,11 MANUFACTURER M 1G-/- V CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY JUTILITY, U WIND SPEED Vult-150moh O ENCLOSURE OPEN INTERNAL PRESSURE COEFF. +/— 0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001b P.L. FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 50PSF "R"RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 800 SQ. FT. 0 Z IW � 3» 3 3„ 3» 3„ 3 —113'-11� 3'-11� 3'-113'-113'-11 A 0'-0 4 4 4 w PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND w THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES k V) Sheet: MTB 1/22/21 340 West Midway Road, Ft. Pierce 40'L X 20'W X 14'H Matthew T. Baldwin P.E. Florida License #64608 CA-2 OF 4 0 FRONT/REAR END WALL CODE VERSION IFBC 2020 7th Edition,11 BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-150moh ENCLOSURE INTERNAL PRESSURE COEFF IMPORTANCE FACTOR ROOF DEAD LOAD ROOF LIVE LOAD FLOOR DEAD LOAD FLOOR LIVE LOAD "R"RATING OF WALLS,FLOOR, MODULES PER BUILDING HURRICANE PROTECTION US HURRICANE SHELTER USAGE SQUARE FOOTAGE +/— 0.0 1.0 1OPSF 20PSF OR 3001b P.L. 1OPSF 50PSF ROOF N/A 1 AGE NO NO 800 SQ. FT. MTB 1/22/21 340 West Midway Road, Ft. Pierce 40'L X 20'W X 14'H AO'—O" -I Matthew T. Baldwin P.E. IW Florida License #64608 LEFT/RIGHT SIDE WALL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED ANDw THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES pm(/) Sheet: CA-3 OF 4 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xi" SELF —DRILLING SCREWS Vill \ NIPPLE TO BASE RAIL NIPPLE T BASE RAI POST TO BASE RAIL CONNECTION TO TRU 16 GA. U—CHANNEL BRACE, MIN. 24" UP TO 7' POST, MIN. 48" OVER 6 7' POST. MIN. 45' TO MAX. 60' FROM HORIZ. (EXCLUDE END —WALLS). SECURED WITH (4)# 12-14xi" SELF —DRILLING SCREWS. MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xj" SELF —DRILLING SCREWS BOX EAVE RAFTER TO POST CONNECTION DETAIL 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14xi" SELF —DRILLING SCREWS '2-1-2-1' (6" O.C. (9" D.C. MAX.)) MAx: MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xi" SELF —DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" SELF —DRILLING SCREWS END POST TO BASE RAIL CONNECTION 4" WELD 2' O.C. MAX. DOUBLE POST 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-14x1" SELF —DRILLING SCREWS TO EACH RAFTER. 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14xi" SELF —DRILLING SCREWS '2-1-2-1' (6" O.C. (9" O.C. MAX.)) 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-14x1" SELF —DRILLING SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION MAX. EAVE & RIDGE REINFORCED ROOF PANEL CONNECTIO (RIDGE 3r AND EAVE 3ej Design Pressures - 150 mph Basic Wind Speed Zone Roof Wall 1 2n 2r 2e 3r 3e 4 5 15.6 20.2 15.6 15.6 22.2 22.2 22.2 25.3 -18.9 -53.7 -36.6 -18.9 -71.2 -61.0 -23.9 -29.9 APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere Hampton Rib Roof Panel FL27402.1 —R1 CODE VERSION FBC 2020 7th Edition, ASCE-7-16 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM INONE OCCUPANCY JUTILITY, U WIND SPEED Vult-150mph ENCLOSURE OPEN INTERNAL PRESSURE COEFF. +/— 0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001b P.L. FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 50PSF "R"RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 800 SQ. FT. REVISIONS REV I DESCRIPTON I DATE I BY DRAWN BY: MTB DATE: 1 /22/21 L0111IN 340 West Midway Road, Ft. Pierce SIZE: I 40'L X 20'W X 14'H cn J_ Q PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND w w THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES Sheet: Matthew T. Baldwin P.E. Florida License #64608 CA-4 OF 4