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Home My WebLink AboutBuilding plans - T Gates - 603016-Rev1 - Digital Sealed1. 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 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 #12-14x3/4" SELF —DRILLING SCREWS. 8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP BY A CERTIFIED WELDER. 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. NOTES: 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 —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 14" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 4" FOR FINE GROUT, AND }" 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 ROPrL—UP EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, DOOR CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED N DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. J"x54" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END —WALL POST 3" MINI DOUBLE �BASERAIL `IIIIII�� d6�da C a = _ a 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. �2OR FIBER MESH 1 _MINIMUM SOIL BEARING" CO)N INUOUS#5 REAWITTH MINIMUM CAPACITY 500 PSF(TYP.) 25" OVERLAP SPLICE CONCRETE FOUNDATION/DOUBLE BASE RAIL ANCHOR DETAIL 2 5" PLAN VIEW DOOR FRAMING " RECESS 4 DOOR WIDTH ELEVATION VIEW DOOR FRAMING RECESS T .75"J 'L6 DOOR WIDTH OPTIONAL ROLL -UP DOOR CONCRETE SPLASH -GUARD RECESS PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES MIN. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. (OR FIBER MESH) AND 12"02" REINFORCED FOOTER PERIMETER 12"02" REINFORCED FOOTER SW+NGNG---------------------------------------------------------------------------------------------------------------------------------------- � ------------------------------------------------------------------------ DOOR 1 ROLL -UP DOOR III ROLL-i UP DOOiR CODE VERSION IFBC 2020 7th Edition,lj 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 ENCLOSED INTERNAL PRESSURE COEFF. +/— 0.18 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 INO SQUARE FOOTAGE 11,800 SQ. FT. REVISIONS REV DESCRIPTON DATE I BY 1 IWINDSPEED 1 1/5/21 1 MTB e1: MTB 12/15/20 N. 5105 Pine Tree Dr., Ft. Pierce 60'L X 30'W X 16'H NO.64608 2 i STATE OF 44/ 8/0 c Digitally signed by Matthew Baldwin Date:2021.01.05 09:57:06-05'00' Z Matthew T. Baldwin P.E. Q Florida License #64608 w —I Sheet: CA-1 OF 4 12 3F77__1__ ROLL -UP DOOR FRONT END WALL ROLL -UP DOOR DOUBLE REAR END WALL ROLL -UP DOOR DOUBLE D.C. MAX. sWMciNc •� DOOR �� SWMGMc DOOR 3'-111i 3'-111j" 3'-11 LEFT SIDE WALL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES D.O. MAX. 3'-11 3'-11 3'-11 3'-11 3'-11 3'-11 3'-11 3'-11 ^3'-11 3'-11 5-11 3'-11 3'-111j" 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 EXPOSURE B ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. +/— 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 3001b P.L. FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 50PSF VRATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1,800 SQ. FT. REVISIONS REVI DESCRIPTON I DATE I BY 1 IWINDSPEED 1 1/5/21 1 MTB UKAWN ex: MTB DATE: 12/ 15/20 LOCATION: 5105 Pine Tree Dr., Ft. Pierce SIZE: 60'L X 30'W X 16'H cn LLw 0 z_ Q LL 0 z L_LJ Matthew T. Baldwin P.E. W Florida License #64608 U) Sheet: CA-2 OF 4 SWING NG DOOR FRONT END WALL RIGHT SIDE WALL LEFT SIDE WALL REAR END WALL SWING NG DOOR ANY ELECTRONIC COPIES 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 IUTILITY. U WIND SPEED Vult-150mph EXPOSURE B ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. +/— 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001b P.L. FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 50PSF VRATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 11,800 SQ. FT. REVISIONS REVI DESCRIPTON I DATE I BY 1 IWINDSPEED 1 1/5/21 1 MTB uw+WN ex: MTB DATE: 12/ 15/20 LOCATION: 5105 Pine Tree Dr., Ft. Pierce SIZE: 60'L X 30'W X 16'H cn w 0 z w Matthew T. Baldwin P.E. w Florida License #64608 U) Sheet: CA-3 OF 4 MINIMUM 6" TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SECURED TO WALL POST WITH (4)#12-14xi" SELF —DRILLING SC) 12 14xj" SELF —DRILLING SCREWS " NIPPLE TO /_2"x2"x2" 16 GA. ANGLE CLIP T BASE RAIL NIPPLE TO T SECURED WITH (4) #12-14x" BASE RAI O SELF —DRILLING SCREWS POST TO BASE RAIL CONNECTION 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) # 12-14xi" SELF —DRILLING SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL #12-14xi" SELF —DRILLING SCREWS ® 10" O.C. MAX., 3" MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. FROM CORNERS VERTICALLY EXTERIOR DOOR FRAME TO POST CONNECTION END POST TO BASE RAIL CONNECTION 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" SELF —DRILLING SCREWS FF ES NIF TO TR TD. MA�3SPM SPACING I D. MAX. SP*CING ' VARIES SIDE WALL ROLL —UP DOOR/FRAME OUT HEADER DETAIL PER MANUFACTURERS INSTRUCTIONS #14x1" SELF —DRILLING SCREWS ® 6" O.C. MAX. & 6" MAX. FROM CORNERS ROLL —UP DOOR TO POST CONNECTION TO TRU BOX EA POST COl` Design Pressures - 150 mph Basic Wind Speed Zone Roof Wall 1 2n 2r 2e 3r 3e 4 5 9.6 10.3 9.6 9.6 15.2 15.2 15.2 18.3 -11.8 -37.5 -29.9 1 -11.8 1 -65.4 1 -54.9 1 -17.0 1 -23.1 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x4" SELF —DRILLING SCREWS INTERMEDIATE POST TO HEADER/BASE RAIL/OR WINDOW RAIL DETAIL MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)# 12-14xi" SELF —DRILLING SCREWS POST TO TRUSS CONNECTION GA. CHANNEL B MI BRACE, MIN. 24" UP TO 7' POST, MIN. 48" OVEF 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)#12-14xi" SELF —DRILLING SCREWS RAFTER TO JECTION DETAIL 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" SELF —DRILLING SCREWS SINGLE OR DOUBLETS HEADER CONNECTION DETAIL OPTION 1 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14xi" SELF —DRILLING SCREWS '2-1-2-1' (6" O.C. (9" O.C. MAX.)) 'e MAX 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-140" SELF —DRILLING SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION 4" WELD 2' O.C. MAX. DOUBLE POST/ LE : R� MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH 12-14xi" SELF —DRILLING EWS SINGLE OR DOUBLETS HEADER HEADER CONNECTION DETAIL OPTION 2 NIPPLE TRUSSED RAFTER CONNECTION DETAIL APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 —R1 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 FL21450.3 SERIES 3100 i 1p 0EL !► i ► 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 INONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY JUTILITY, U WIND SPEED Vult-150mph ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. +/— 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF 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 11,800 SQ. FT. REVISIONS REV I DESCRIPTON DATE I BY 1 IWINDSPEED 1/5/21 1 MTB C" J MTB 12/15/20 5105 Pine Tree Dr., Ft. Pierce 60'L X 30'W X 16'H Matthew T. Baldwin P.E. Florida License #64608 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 0 Sheet: CA-4 OF 4