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Home My WebLink AboutBuilding plans0'-0" O �tj _2T�^ S_O" Aga 0 0I x O 0 M SWINGING DOOR 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 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 CIOI.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, RECEIVED 6. ROOF AND WALL SHEATHING SECURED WITH M72-14x3/4" SELF-DRIWNG SCREWS WITH SEAL WASHERS O 6" O.C. MAX. 7. FIELD FRAMING CONNECTIONS SECURED WITH 012-14x3/4" SELF-DRIWNG SCREWS. 1011 B. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP BY A CERTIFIED WELDER. Baia Q 9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,50OLB TENSILE STRENGTH. 10. 12 OR 14GA, FRAMING IS 2.5'x2.5' TUBE STEEL. NIPPLES ARE 2.25"x2.25' TUBE STEEL persllttln9 Department ROL —UP St. Lucie County ROLL -UP D R DOOR CONCRETE WEDGE ANCHOR WITHIN e' OF EACH POSf/iR1155 ALOND SIDES AND EVERT o1HER ENO -WALL POST 2" MIN. ASE RAIL EMBEDMENT MIN. GRADE _ = �� ~I I ll I I MINIMUM SOIL BEARING CAPACITY EXISTING 4" 500 PSF (TYP.) CONCRETE SLAB Z 0 LL_ EXISTING CONCRETE/BASE RAIL ANCHOR DETAIL REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FIl.E COPY EXISTING CONCRETE SLAB I I OI w II o o CARRMANIVIARM CODE IRF-ORMATIO CODE VERSION BC 2020 7th Edition SCE-7-16 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II-B RISK CATEGORY FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED ult-150mph EXPOSURE B ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. + - 0.18 IMPORTANCE FACTOR 1,0 ROOF DEAD LOAD tOPSF ROOF LIVE LOAD OPSF OR 3001b P.L. FLOOR DEAD LOAD 1OPSF FLOOR UVE LOAD 5OPSF 'R'RATING OF WALLS,FLOOR,ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1,200 S0. FT. REVISIONS REV DESCRIPTON DATE BY °NA ar. WM DATE 12/28/20 ag�625 Silver Oak Dr., Port St. Lucie SQE 401 X 30-W X 14-H Q5 'I > z f,' 12/30/20 MottheW T. BaldWin P.E. Florida License #64608 Sheet. a CA-1 OF 4 + ' .A• at' d-0 CARl '4i R1 �. •_om r; P-o• Rou_uv MR 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-150m h EXPOSURE B ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. + - 0.18 IMPORTANCE FACTOR 1.0 '_o• ROOF DEAD LOAD 1OPSF ROOF UVE LOAD OPSF OR 3001b P.L. FRONT/REAR(MIRRORED) END WALL 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 SQUARE FOOTAGE 1,200 SQ. FT. REVISIONS REV DESCRIPTON DATE BY DRAWN W' MTB DATE 12/28/20 LaG 0%25 Silver Oak Dr., Port St. Lucie s¢E: 401 X 30•W X 14'H LEFT SIDE WALL `7 ' oc Alai. D.C. Aw D.C. Aw § SONGING MR (n W_ 0 Z_ W O Z � 12/30/20 W Matthew T. Baldwin P.E. Florida License #6460a RIGHT SIDE WALL Sheet: CA-2 OF `t CARPOMANYWHEtE CODE INFORMATION ------"'-------- --- -----"-""""""" CODE VERSION FBC 2020 7th Edition ASCE-7-16 MANUFACTURER CARPORTS ANYWHERE . — ...................................... BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B 4 RISK CATEGORY I "_"— " -uv FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE --- OCCUPANCY UTILITY, U WIND SPEED ult-150mph EXPOSURE B .___. ................................................................. ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. + — 0,18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF -0. ROOF LIVE LOAD OPSF OR 3001b P.L. FLOOR DEAD LOAD 1OPSF FRONT/REAR(MIRRORED) END WALL 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 1,200 SQ. FT. REVISIONS REV DESCRIPTON DATE BY DM B` MTB DATE. 12/28/20 Loc�`na%625 Silver Oak Dr., Port St. Lucie 5IM: 40'L X 30'W X 14'H LEFT SIDE WALL V 4 W �I Y 0 �1Y oa�No W 12/30/20 MattheW T. BaldWin P.E. W Florida License 64608 RIGHT SIDE WALL Sheet. CA-3 OF 4 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)112-14x4" SELF —DRILLING NIPPLE TO BASE RAIL POST TO BASE RAIL CONNECTION 2%2"x2" 16 GA. ANGLE CUP SECURED WITH (4) #12-14xj" SELF —DRILLING SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL SELF —DRILLING SCREWS a 10" O.C. MAX., 3" MAX. FROM CORNERS EXTERIOR DOOR FRAME TO POST CONNECTION MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14x4" SELF —DRILLING 2%2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14rt2" SELF —DRILLING SCREWS END POST TO BASE RAIL CONNECTION 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x4" SELF -DRILLING SCREWS VARIES TO STD. MAX. SPACIN 3" MIN. STD. MAX. SP CING _ VARIES J SIDE WALL ROLL —UP DOOR/FRAME OUT HEADER DETAIL kLL PER MANUFACTURERS INSTRUCTIONS #14x1" SELF —DRILLING SCREWS ® 6" 0 MAX. & 6" MAX. FROM CORNERS ROLL —UP DOOR TO POST CONNECTION 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)#12-141 SELF —DRILLING SCREWS POST TO TRUSS CONNECTION TO 1 "x2.�" 16 GA. U—CHANNEL BRACE, MIN. 24" UP TO 7' POST, MIN 48" OVER 7' POST. MIN. 45' TO MAX. 60' FROM HORI2. (EXCLUDE END —WALLS). SECURED WITH (4)#12-14)j" SELF —DRILLING SCREWS. MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14)4" SELF —DRILLING SCREWS BOX EAVE RAFTER TO POST CONNECTION DETAIL Design Pressures - 150 mph Basic Wind Speed Zone Roof Wall 1 2n 2r 2e 3r 3e 4 5 9.6 10.1 9.6 9.6 14.8 14.8 14.8 17.9 -11.5 -36,6 -29.2 -11.5 -63.8 -53.6 -16.6 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14q SELF —DRILLING SCREWS OR DOUBLE TS HEADER CONNECTION DETAIL OPTION 1 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14)j" 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)#12-14k1" SELF —DRILLING SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION NIPPLE TRUSSED RAFTER CONNECTION DETAIL MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SCREWS 14xj" SELF —DRILLING mom Cmm OR DOUBLE TS HEADER CONNECTION DETAIL OPTION 2 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 VERSION TYPE SPEED FLOOR DEAD LOAD I10PSF FLOOR LIVE LOAD 5OPSF PER SHELTER S0. FT. I0°'E 12/28/20 mG.no%25 Silver Oak Dr., Port St. Lucie 1 1— 40-L X 30-W X 14-H II 12/30/20 _J Matthew T. Baldwin P.E. a Florida License #64608 LrQ Sheet_ CA-4 OF 4