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Home My WebLink AboutBuilding plans, Digital Sealed30'-0" 20'-0" OPEN 10' —0" 10'-0" 10'-0" ROLL —UP DOOR �RIS ERE CODE INFORMATION CODE VERSION FBC 2017 6th Edition, ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND CONSTRUCTION TYPE II—B 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 RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U 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 WIND SPEED Vult-150mph EXPOSURE B ENCLOSURE ENCLOSED OPEN INTERNAL PRESSURE COEFF. +/— 0.18/0.0 IMPORTANCE FACTOR 1.0 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 #12-14x3/4" 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 & 2,50OLB TENSILE STRENGTH. ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 300Ib P.L. FLOOR DEAD LOAD 10PSF FLOOR LIVE LOAD 50PSF 10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL. "R"RATING OF WALLS,FLOOR,ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE INO SQUARE FOOTAGE 12,000 SQ. FT. REVISIONS REV DESCRIPTON DATE BY 4"x54" CONCRETE WEDGE ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND o I EVERY OTHER END —WALL POST 0 J EMBEDMENT 2" MIN. ASE RAIL MIN. GRADE a a DRAWN BY: MTB IIIII III —III DATE: 9/14/20 MINIMUM SOIL " BEARING CAPACITY EXISTING 4 500 PSF (TYP.) CONCRETE SLAB LOCATION: 500 E. Easy St., Ft. Pierce SIZE: 401 X 50'W X 16'H \'\CENSF NO.64608 :2 EXISTING CONCRETE/BASE RAIL ANCHOR DETAIL ��:, STATE OF ;'( ' SiO N A `�; ; �///1111111\0% Digitally signed -� o SWINGING DOOR m by Matthew z Baldwin PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES Date: 2020.09.14 EXISTING CONCRETE SLAB N W > z 1 12:38:36-041001 Matthew T. Baldwin P.E. Florida License #64608 FRONT ROLL —UP DOOR WlNDOW:�-�J' I 2'-9"�-2'-6"--2'-9"� 14'-0" Q Sheet: CA-1 OF 6 5G'—D" 12 11„ 3L--- 6" 33" 3'-0" A'_A1 4 \ ''4" 0" pX� —o" .0" —0" —0' I (TYP.) m 0'- V 20' 3'-4!Ti„ 3,_.13„ ��3'-41663„ 10,``-00„ ROLL —UP DOOR 0 0 12 3� MpX Cr 0 Ogg CAMMANYMEM CODE INFORMATION 3'-6j" DOU F POST CODE VERSION ASCE201 ;C6th Edition, (TYP•) MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U j WIND SPEED Vult-150mph a' EXPOSURE B ENCLOSURE ENCLOSED OPEN ROLL —UP 1 INTERNAL PRESSURE COEFF. +/— 0.18/0.0 DOOR O IMPORTANCE FACTOR 1.0 0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 300Ib P.L. WINDOW FLOOR DEAD LOAD 1OPSF 04 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 2,000 SQ. FT. —0" 30'-0" FRONT END WALL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES MTB 9/14/20 500 E. Easy St., Ft. Pierce 40'L X 50'W X 16'H 0 I C> LLJ i C� Q LL Matthew T. Baldwin P.E. 20'-0" Florida License #64608 REAR END WALL L- w [Sheet: CA-2 OF 6 O.C. MAX. �-V-11j" 3'-11 LEFT SIDE WALL o.c. MAX. LEFT SIDE LEAN-TO WALL .' sWWcMc DOOR 3'-11j' I 3'-11t" 10'-0" RIGHT 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 -11" I 3'-1 CODE VERSION FBC 2017 6th Edition, ASCE-7-10 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 OPEN INTERNAL PRESSURE COEFF. +/— 0.18/0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 3001b 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 2,000 SQ. FT. REVISIONS MTB 9/14/20 500 E. Easy St., Ft. Pierce 40'L X 50'W X 16'H Cn L-1 i CD z_ Q ry L� Matthew T. Baldwin P.E. W Florida License #64608 w 0 Sheet: CA-3 OF 6 I ° CODE VERSION FBC 2017 6th Edition, ASCE-7-10 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 B EXPOSURE ENCLOSURE ENCLOSED OPEN ROLL —UP INTERNAL PRESSURE COEFF. +/— 0.18/0.0 DOOR IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF WINDOW 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 2,000 SQ. FT. REVISIONS REV DESCRIPTON DATE BY 30'-0" FRONT END WALL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES DRAWN BY: MTB DATE: 9/ 1 4/20 COCOON: 500 E. Easy St., Ft. Pierce SIZE: 40'L X 50'W X 16'H 0 in W > Matthew T. Baldwin P.E. Florida License #64608 REAR END WALL L- W Sheet: CA-4 OF 6 0 0 SWINGING DOOR CARPORTSANYWHEPS CODE INFORMATION CODE VERSION FBC 2017 6th Edition, ASCE-7-10 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 OPEN INTERNAL PRESSURE COEFF. +/— 0.18/0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF 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 2,000 SQ. FT. REVISIONS REV DESCRIPTION DATE BY I. 40•_0" LEFT SIDE WALL v0._0" RIGHT SIDE WALL DRAWN BY: MTB DATE: 9/ 14/20 LOCATION: 500 E. Easy St., Ft. Pierce SIZE: 40'L X 50'W X 16'H 0 i 40'-0" LEFT SIDE LEAN—TO WALL PRINTED COPIES OF THIS DOCUMENT ARE THE SHA AUTHENTICATION CODE MUST BE NOT CONSIDERED SIGNED AND SEALED AND VERIFIED ON ANY ELECTRONIC COPIES w W w 0 MattheW T. BaldWin P.E. Florida License #64608 Sheet: CA-5 OF 6 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-144" SELF —DRILLING SCREWS NIPPLE TO BASE RAIL POST TO BASE RAIL CONNECTION MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xi" SELF —DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CLIP NIPPLE I 13s" SECURED WITH (4) #12-14xi" BASE RAI SELF —DRILLING SCREWS END POST TO BASE RAIL It 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" SELF —DRILLING SCREWS INTERMEDIATE POST TO SECUR2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x" SELF —DRILLING SCREWS SINGLE OR DOUBLETS HEADERSINGLE HEADER CONNECTION MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH A(4)#12-14xi"SELF—DRILLING OR DOUBLETS NIPPLE THEADER BASE RAIL HEADER CONNECTION DETAIL HEADER/BASE RAIL/OR CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 OPTION 2 x2" 16 GA. ANGLE CLIP RED WITH (4) #12-14xi" -DRILLING SCREWS 4" WELD 2' O.C. MAX. DOUBLE POST/ DOUBLE BASE RAIL 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)#12-140" SELF —DRILLING SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION NI TO T MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xj" SELF —DRILLING SCREWS POST TO TRUSS CONNECTION MINIMUM 12" TS NIPPLE. NIPPLE SECURED TO TRUSS & EXTENSION WITH (4)#12-14xi" SELF —DRILLING SCREWS EACH " IPPLE L TO TRUSS 6"— LEAN—TO/TRUSS MINIMUM 6" TS NIP,LE. EXTENSION IPPLE SECURED TO WAL POST WITH (4)#12-14xj" SELF —DRILLING SCREWS LEAN—TO TO TRUSS CONNECTION INSTALL PER MANUFACTURERS INSTRUCTIONS NIPPL 11" TO TRUS #12-14xj" SELF —DRILLING #140" SELF —DRILLING SCREWS ® 6" O.C. MAX. 16 GA. U—CHANNEL o BRACE, MIN. 24" UP TO NP' SCREWS ® 10" O.C. MAX., 3" MAX. FROM CORNERS & 6" MAX. FROM CORNERS 7' POST, MIN. 48" OVER 6" °= HORIZONTALLY/ 4" MAX. 7' POST. MIN. 45' TO MAX. 60' FROM HORIZ. FROM CORNERS VERTICALLY (EXCLUDE END —WALLS). 6 — SECURED WITH INTERIOR EXTERIOR fig" EL22 (4)#12-14xi" SELF —DRILLING SCREWS. r 15" NIPPLE SECURED TO WALL IMUM MINIMUM 21 TS POST WITH (4)#12-14xi" SELF —DRILLING SCREWS SECURED TOTWALLPOSTNIPPLE WITH NIPPLE (4)#12-14xi" SELF —DRILLING DOOR FRAME TO POST ROLL —UP DOOR TO SCREWS BOX EAVE RAFTER TO TRUSSED RAFTER 31'-51' BOX EAVE RAFTER CONNECTION POST CONNECTION DETAIL TO POST CONNECTION DETAIL POST CONNECTION CONNECTION DETAIL DESIGN PRESSURES — 150 Mph ROOF + 19.3/-41.4 WALLS +20.0/-22.2 DOORS +20.0/-22.2 WINDOWS +20.0/-22.2 1 2 3 4 5 ZONE +9.3 —21.9 +12.3 —35.1 +19.3 —41.4 +18.8 —21.9 +20.0 —22.2 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 — R 1 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 WINDOW MI WINDOWS AND DOORS FL17499.1 R5 MODEL 185 SH CODE VERSION FBC 2017 6th Edition, ASCE-7-10 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 ENCLOSED OPEN INTERNAL PRESSURE COEFF. +/— 0.18/0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001b F.T.- 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 2,000 SQ. FT. REVISIONS REV DESCRIPTON I DATE I BY .—YY,N — MTB DATE: 9/ 14/20 LOCATION: 500 E. Easy St., Ft. Pierce SIZE: 401 X 50'W X 16'H J Q Matthew T. Baldwin P.E. Florida License #64608 LLJ o Sheet: CA-6 OF 6