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Home My WebLink AboutCARPORT SPECIFICATIONS7,_4-„ 2,_6„ 4 10' -1 w N NDO , �A 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 1) 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 OWNERS 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/Al003M-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 #12-143/4" SELF —DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX. 7. FIELD FRAMING CONNECTIONS SECURED WITH #12-140/4" 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. 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 - INIMUM 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 14" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 4" FOR FINE GROUT, AND J" 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 O I I 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 Q0 0 I DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. �I 5_ 17 20'-0"- 4"x54" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END —WALL POST 2" MIN -I 1{— —BASE RAIL -1I II I I —III :1. c412,500 PSI 4" CONCRETE SLAB WITH 1 OGA. W.W.F. OR FIBER MESH I~12" (2) #5 REBAR ® 6" O.C. MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM CAPACITY 500 PSF(TYP.) 25" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER 12"x12" REINFORCED FOOTER ROLL DO( REVIEV�E® FOR CO®E COMPLIANC ST. LUCIE COUNI ----------------------------------------------------------------------- SW-NGINO------------------- WINDOW DOOR 2,_6„ 4,_24ll 3,_0„ 5,_18„ z 0 0:� I L_I__. .UP R 1#4 Agg CARPO ANY HEIM CODE INFORMATION CODE VERSION FBC 2020 7th Editioi ASCE-7-16 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY I IOCCUPANCY (UTILITY, U �I WIND SPEED Vult-150mph O ^I INTERNAL PRESSURE COEFF. +/— 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 0PSF OR R 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 320 SQ. FT. REVISIONS REV DESCRIPTON DATE Xq N 0 I w z FILE COP' MTB 12/11/21 6009 Silver Oak Dr, Fort Pierce 201 X 16'W X 9'H `1-,2/.1-4." 21 Matthew T. BaldWin P.E. Florida License #64608 Sheet: CA-1 OF 4 i 1� 3 N0 = I W J 01 - O ,_0„ ROLL -UP DOOR = w = J 01 2'-6" m WINDOW 1 (V —9„ '-9" CARPORTS-ANYWHRE 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 UTIUTY, U EXPOSUREED Bult-150mph ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. +/— 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 0PSF OR 3001b P.L. FLOOR DEAD LOAD 10PSF FLOOR LIVE LOAD 60PSF "R"RATING OF WALLS,FLOOR,ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 320 SQ. FT. REVISIONS 2" FRONT 2" 16'-0" - END WALL 3'_3„ 2 -81„ 3,-3„ 3,_3„—�I 1 Vol' REAR END WALL REV DESCRIPTON DATE BY DRAWN eY: MTB DATE` 12/11/21 ,_1Z„ �- 0 w Lj J o - 10'-1111 7,-4�311 LacAnoN-6009 Silver Oak Dr, Fort Pierce sm- 20'L X 16'W X 9'H (n 3 LLJ � Z � w ,- �, . ,- /I 12, 1 /21 MattheW T. BaldWin P.E. Li Florida cense #64608 - WINDOW N 2'-6" WINDOW 1 N 00 SWINGING -I DOOR 3'-0" O.C. MAX. _2t" 8 -18" $„ -11$„ $„-118„ -11$„ ,-11,-11 LEFT SIDE WALL ,-118„ 20'-0" RIGHT SIDE WALL ive � Sheet. CA-2 OF 4 CARPIWNEE CODE I FOR ATIO 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 —1112 EXPOSURE B = = J ENCLOSURE ENCLOSED _ INTERNAL PRESSURE COEFF. +/— 0.18 IMPORTANCE FACTOR TO WINDOW _ ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001b P.L. Ljj J FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 50PSF = "R"RATING OF WALLS,FLOOR,ROOF N/A of OI MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE SHELTER USAGE NO HURRICANE NO SQUARE FOOTAGE 320 SQ. FT. REVISIONS REV DESCRIPTON DATE BY FRONT 16'-0" -I END WALL 16'-0" _I REAR END WALL w w J 0j V7 DRAWN 6Y: MTB DAB: 12/11 /21 LacAnoN:6009 Silver Oak Dr, Fort Pierce SIZE 20'L X 16'W X 9'H WINDOW SWINGING DOOR w w J WINDOW 20'-0" LEFT SIDE WALL —I 20'-0" RIGHT SIDE WALL -� ®�__ Ifxv, Ld W �\ . 12/ 14/21 MattheW T. BaldWin P.E. Florida License #64608 Sheet: CA-3 0 F 4 MINIMUM 6" TS NIPPLE. NIPPLE • SECURED TO WALL POST WITH (4)#12-14xj" SELF —DRILLING SCREWS / V \BASE RAINIPPLE L NIPPLE io BASE f POST TO BASE RAIL CONNECTION 2"x2"x2" 16 GA. ANGLE CUP SECURED WITH (4) #12-14)j" SELF —DRILLING SCREWS MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14)j" SELF —DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CUP SECURED WITH (4) #12-14x1" SELF —DRILLING SCREWS END POST TO BASE RAIL CONNECTION 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF —DRILLING ES MAX. MAX. SPAM r-3" MIN. 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14)4" SELF —DRILLING SCREWS INTERMEDIATE POST TO HEADER/BASE RAIL/OR WINDOW RAIL DETAIL 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14)1" SELF —DRILLING SCREWS 1GLE OR DOUBLETS ADER MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SCREWS SELF—DRILLING CEWS Aga CAMUMAWWOM OR DOUBLE TS CODE VERSION BUILDING TYPE JUTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY 11 HEADER CONNECTION HEADER CONNECTION DETAIL FIRE PROTECTION FIRE DETAIL OPTION 1 OPTION 2 OCCUPANCRESSION WIND SPEED U NIPP t" TO TRUSS MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14)j" SELF —DRILLING SCREWS 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14x4" SELF —DRILLING SCREWS '2-1-2-1' (6" O.C. (9" O.C. MAX.)) _ - - - 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-140" SELF —DRILLING SCREWS TO EACH RAFTER. INTERNAL PRESSURE COEFF. +/— 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 0PSF OR 3001b P.L. FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 50PSF WRATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO ISQUARE FOOTAGE 320 SQ. Fr. I REVISIONS NON—STRUCTURAL SIDE WALL ROLL —UP HEADER OR WINDOW DOOR/FRAME OUT POST TO TRUSS RAIL TO POST DETAIL HEADER DETAIL CONNECTION INSTALL PER MANUFACTURERS INSTRUCTIONS A" IPPLE TO #12-14)j" SELF —DRILLING SCREWS ® 10" O.C. MAX., 3" MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. FROM CORNERS VERTICALLY EXTERIOR 8 #14x1" SELF —DRILLING SCREWS ® 6" O.C. MAX. & 6" MAX. FROM CORNERS DOOR FRAME TO POST CONNECTION ROLL —UP DOOR TO POST CONNECTION 1 "x2j" 16 GA. TkMAI'MNIMUM U—CHANNEL BRACE, MIN. 24" UP TO 7' POST, MIN. 48"OVER 7' POST. MIN. 45' TO MAX. 60' FROM HORIZ. (EXCLUDE END —WALLS). SECURED WITH (4)#12-14xj" SELF —DRILLING SCREWS. s" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SC)f EWS 14)j" SELF —DRILLING BOX EAVE RAFTER TO POST CONNECTION DETAIL Enclosed Design Pressures - 150 mph Basic Wind Speed Zone Roof Wall 1 2n 2r 2e 3r 3e 4 5 9.6 13.4 9.6 9.6 13.4 13.4 13.4 16.1 -20.3 -48.4 1 -33.0 1 -20.3 1 -57.6 1 -48.4 -14.9 1 -20.4 VERTICAL SHEATHING OPTION 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 407 STEEL DOOR ROLL —UP DOOR JANUS INTERNATIONAL CORPORATION FL21450.9 SERIES 750: MAX. 8'8"x12' WINDOW MI WINDOWS AND DOORS FL17499.1 MODEL 185 SH MTB 12/11/21 6009 Silver Oak Dr, Fort Pierce 201 X 16'W X 9'H 19114 Q Matthew T. Baldwin P.E. < Florida License #64608 W o Sheet- CA-4 OF 4