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HomeMy WebLinkAboutAPPROVED Carports Anywhere - R Selph - 303013-Rev1 - Digital SealedCARPORTS ANYWHERE 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. 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 CODE INFORMATION CODE VERSION FBC 2020 7th Edition, ASCE-7-16 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B 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. RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U 4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A1003/A1003M-15. WIND SPEED Vult-150mph 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 Q 6" O.C. MAX. 7. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4" SELF —DRILLING SCREWS. 8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP BY A CERTIFIED WELDER. EXPOSURE B ENCLOSURE OPEN INTERNAL PRESSURE COEFF. + /— 0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF 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. 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 I ��� SQUARE FOOTAGE 900 SQ. FT. REVISIONS O OTES: REV DESCRIPTON DATE BY 1 6' SIDE PANELS 3/25/21 MTB 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 J"x54" EXPANSION ANCHOR WITHIN 6" CONCRETE: OF EACH POST/TRUSS ALONG SIDES —MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS AND EVERY OTHER END —WALL POST —ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THE STRUCTURE REINFORCING STEEL (REBAR) REQUIREMENTS: 2" MIN. BASE RAIL —MINIMUM GRADE 40 STEEL GRADE I —REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: `' �� —THE REBAR IS BENT COLD 6 N —THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 2,500 PSI 4" CONCRETE 6—BAR DIAMETERS: AND — SLAB WITH 10GA, W.W.F. OR FIBER MESH —REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT TO ALIGN EXCEPT IN CASES WHERE DOWELS NEED TO REBARE BENT NOT TO EXCEED TO SLOPE OF 1 /Ml MAY E T HA VERTICAL ) A© UMOIL BEARING CONTINUOUS WITH MINIMUM VERTC LCAPBEA(ING.) 25" OVERLAP SPLICE —COVER: —3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND 14" ELSEWHERE, REBAR EMBEDDED IN CONCRETE FOUNDATION /BASE RAIL DRAWN BY: MTB DATE: 3/16/21 LOCATION: 2730 Mohawk Ave, Fort Pierce SIZE: 301 X 30'W X 13'H Iq®CE.THESE W !'BHORIZONTALLY .............. ° �O ®® ® e \-\CENSF ly®i NO. 64608 < Z a CELLSGROUTED SHALL HAVE A MINIMUM GROUT, AND 4" FOR COARSE GROUT REBAR AAND ANY FACE OF A CELL. ANCHOR DETAIL 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.......G� GALVANIZATION: —METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY °< f i O, STATE OF 'a�® ®,r C °.° Ft 0 R 10 P ®® ®® '®®i® SA L 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. Digitally signed s �, by Matthew PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND j THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES Baldwin I I MIN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER 12"x12" REINFORCED FOOTER 3: Date:2021.03.25 1 5:52:45-041001 ----------------------------------------------------------------------------- ------------------------------------------------------ ----------------------------------------- FRONT Q Matthew T. Baldwin P.E. Florida License #64608 G.i J Sheet: CA-1 OF 4 I 3 1�/MPX —OT-6 3, 8T-6 3, 8T-6 3, 81>, —86„ I 3'-86„ ( 3'-86„ 0 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES 30'-0 11 FRONT/REAR END WALL —8� 6" I 3'-8� 6" I 3'-8� 6'— 30'-0 ' O.C. MAX: I 3'-8� 6" I 3'-81 6" I 3'-81 LEFT/RIGHT SIDE WALL CODE INFORMATION 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 EXPOSURE B ENCLOSURE OPEN INTERNAL PRESSURE COEFF. +/— 0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 300Ib P.L. FLOOR DEAD LOAD 10PSF 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 900 SQ. FT. REVISIONS REV DESCRIPTON DATE I BY 1 6' SIDE PANELS 1 3/25/21 1 MTB u—VIN — MTB DATE` 3/16/21 LOCATION: 2730 Mohawk Ave, Fort Pierce SIZE: 301 X 30'W X 13'H Cn W CD Z Q W W W Matthew T. Baldwin P.E. W Florida License #64608 Cn Sheet: CA-2 OF 4 0 i� 0 i� PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES 30'-0" FRONT/REAR END WALL LEFT/RIGHT SIDE WALL 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 300Ib P.L. FLOOR DEAD LOAD 10PSF 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 900 SQ. FT. REVISIONS REV I DESCRIPTON I DATE I BY 1 6' SIDE PANELS 1 3/25/21 1 MTB 11 u—VIN — MTB DATE: 3/ 16/21 LOCATION: 2730 Mohawk Ave, Fort Pierce SIZE: 301 X 30'W X 13'H (n W W Matthew T. Baldwin P.E. W Florida License #64608 Cn Sheet: CA-3 OF 4 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xi" SELF —DRILLING SCREWS S NIPPLE TO BASE RAIL NIPPLE T BASE RAI 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) #12-14xi" SELF —DRILLING SCREWS i' POST TO BASE RAIL END POST TO BASE RAIL CONNECTION CONNECTION 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 S VERTICAL SHEATHING OPTION N TO 1 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xi" SELF —DRILLING SCREWS POST TO TRUSS CONNECTION NIPPLE TO TRUSS 1 "x2j" 16 GA. U—CHANNEL BRACE, MIN. 24" UP TO 7' POST, MII` 6" 48" OVER 7' POST. MIN. 45' TO MAX. 60` FROM HORIZ. (EXCLUDE END —WALLS). SECURED WITH (4)#12-14xi" SELF —DRILLING SCREWS. K MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xq" SELF —DRILLING SCREWS BOX SAVE 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" O.C. MAX.)) MAx: 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-14x1" SELF —DRILLING SCREWS TO EACH RAFTER. NIPPLE TRUSSED RAFTER CONNECTION DETAIL SAVE & RIDGE REINFORCED ROOF PANEL CONNECTION ,(RIDGE 3r AND SAVE 3e) Open Design Pressures - 150 mph Basic Wind Speed Zone Roof Wall 1 2n 2r 2e 3r 3e 4 5 15.4 17.2 15.4 15.4 21.9 21.9 21.9 24.8 -18.6 -43.1 -35.9 -18.6 -69.6 -59.7 -23.5 -29.4 APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 Hampton Rib Roof Panel WALL SHEATHING Carports Anywhere FL27403.1 Hampton Rib Wall Panel 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 EXPOSURE B 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 900 SQ. FT. REVISIONS 1 1 16' SIDE PANELS 1 3/25/21 1 MTB II MTB 3/16/21 2730 Mohawk Ave, Fort Pierce 30'L X 30'W X 13'H U) Q Matthew T. Baldwin P.E. Florida License #64608 w LLw 0 Sheet: CA-4 OF 4