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Home My WebLink AboutCarports Anywhere - S Frechette - 243416-Rev1 - Digital Sealed0 I r----3'-1116"��2'-6 i I NDOW SWINGING DOOR WINDOW ------------------------------- -3167 WIN WINDOW 7„ - 316 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 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 #12-14x1" 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. Vry I tJ: 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 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: —2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND 11" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 4" FOR FINE GROUT, AND I" 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 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. 4"x54" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END —WALL POST 2" MIN. --I H-F -BASE RAIL -2'- 6 "---t-3' -1 116 WINDOW i i N I i i i i I i WINpoW CO I N III —III —III —I I —� III—o 2,500 PSI 4" CONCRETE III— a SLAB WITH 10GA. W.W.F. I-12" OR FIBER MESH I CNUSIUMINIMUM SOIL BEARING ONIUOWIT MINMM CAPACITY 500 PSF(TYP.) 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 2 5" PLAN VIEW DOOR FRAMING I if J" RECESS 4 DOOR WIDT'I ELEVATION VIEW DOOR FRAMING RECESS T .75"J 4„ DOOR WIDTH OPTIONAL ROLL -UP DOOR CONCRETE SPLASH -GUARD RECESS MIN. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. (OR FIBER MESH) AND 12"02" REINFORCED FOOTER PERIMETER 12"" x12REINFORCED FOOTER ----------------------------- W----------------------------------------------------------------------------------------------Rfl� tt=I------- _______________________________________________ WINDOW FRONT DOOR 3'-9" -I- 2'-6" -I- 3'-9" -;- 20'-0" - I - 41011 34'-0" r-100 I O PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES CODE VERSION IFBC 2017 6th Edition,ll MANUFACTURER .1— CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM INONE OCCUPANCY JUTILITY, U WIND SPEED Vult-150mph 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 NO SQUARE FOOTAGE 1816 SQ. FT. REVISIONS REV I DESCRIPTON DATE I BY 1 IVERTICAL SIDES 8/20/20 1 MTB -"I" o,. MTB DATE: 8/ 14/20 LocA110N: 5607 Birch Dr., Ft. Pierce SIZE: 24'L X 34'W X 16'H A, \,\CENsF e NO. 64608 : 2 STATE OF 44/ i�OiC� F L O R 10 N 4(j`� / ///01111111�� ` N Digitally signed by Matthew Baldwin Date:2020.08.20 16:45:17-04'00' z MattheW T. BaldWin P.E. Q Florida License #64608 Li _ J Sheet: CA-1 OF 4 'o 2 WINDOW 1 N ROLL -UP DOOR m FRONT END WALL 2'-6" WINDOW WINDOW WINDOW REAR END WALL O.C. CAMMSANYMME CODE INFORMATION CODE VERSION FBC 2017 6th Edition, ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B z —s" WINDOW RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-150mph o EXPOSURE B ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. +/— 0.18 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 3'-11 HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1816 SQ. FT. REVISIONS REV DESCRIPTON DATE I BY 1 IVERTICAL SIDES 1 8/20/201 MTB Uw WN CT: MTB DATE: 8/ 14/20 LOCAnON: 5607 Birch Dr., Ft. Pierce SIZE: 24'L X 34'W X 16'H O.C. MAX. I I WINDOW I N N WINDOWCn SWINGING —2 —2 > DOOR 3'-0" 0 z 11 �" 11 3'-11 Q 24-0" LEFT SIDE WALL RIGHT SIDE WALL z w Matthew T. Baldwin P.E. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND w Florida License #64608 THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES Sheet: CA-2 OF 4 WINDOW DOOR FRONT END WALL WINDOW LEFT SIDE WALL SWINGING DOOR I ►i 1 ►1��11, WINDOW WINDOW WINDOW o o 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 INTERNAL PRESSURE COEFF. +/— 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF 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 816 SQ. FT. REVISIONS REV DESCRIPTON DATE BY 1 VERTICAL SIDES 8/20/20 MTB 34'-o" REAR END WALL WINDOW 24,-0" RIGHT SIDE WALL PRINTED COPIES OF THIS DOCUMENT ARE THE SHA AUTHENTICATION CODE MUST BE 0 i WINDOW NOT CONSIDERED SIGNED AND SEALED AND VERIFIED ON ANY ELECTRONIC COPIES DRAWN BY: MTB DATE: 8/ 14/20 LOCAnON: 5607 Birch Dr., Ft. Pierce SIZE: 241 X 34'W X 16'H LLB i z W W Matthew T. Baldwin P.E. Florida License #64608 Sheet: CA-3 OF 4 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14x4" SELF —DRILLING SCREWS 41/ NIPPLE TO �\ BASE RAIL NIPPLE BASE I POST TO BASE RAIL CONNECTION 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x�" SELF —DRILLING SCREWS NON-STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL INTERIOR #12-14xj" SELF —DRILLING SCREWS ® 10" O.C. MAX., 3" MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. FROM CORNERS VERTICALL` EXTERIOR DOOR FRAME TO POST CONNECTION 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) #12-14xj" SELF —DRILLING SCREWS It 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF —DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF —DRILLING SCREWS SINGLE OR DOUBLETS HEADER INTERMEDIATE POST TO END POST TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF —DRILLING SCREWS 26 GAUGE ROOF SHEATHING SECURED WITH VARIES (1)#12-14x4" SELF —DRILLING SCREWS ® NIPPLE\ IITD. MAX.-1-2-1' (6" O.C. (9" O.C. MAX.)) TO TRUSS/ IIS�3SPM NNG �48" MAX• 1$" STD. MAX. SP*CING R I ES SIDE WALL ROLL —UP DOOR/FRAME OUT HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS #140" SELF —DRILLING SCREWS ® 6" O.C. MAX. TYP., & 6" MAX. FROM CORNERS ROLL -UP DOOR TO POST CONNECTION 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 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-14x1" SELF —DRILLING SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION 15" TRUSS CONE SECURED TO WALL POST WITH (4)#12-14xi" SELF —DRILLING SCREWS 40' BOX SAVE RAFTER TO POST CONNECTION DETAIL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES LE T : RAI MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH dgm (4)#12-14x" SELF —DRILLING SCREWS cmIM SINGLE OR DOUBLETS HEADER CONNECTION DETAIL OPTION 2 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xj" SELF —DRILLING SCREWS POST TO TRUSS CONNECTION RAFTER CONNECTION DETAIL 4" WELD @ 2' O.C. MAX. DOUBLE POST/ DOUBLE BASE RAIL 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 POCOHONTAS ALUMINUM COMPANY, INC. FL12940—R5 MODEL 10OVS CODE VERSION BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED VUIt-15Gmph 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 NO SQUARE FOOTAGE 816 SQ. FT. REVISIONS REV DESCRIPTON DATE I BY 1 IVERTICAL SIDES 8/20/20 1 MTB .-W., o'' MTB DATE: 8/14/20 LOCATION: 5607 Birch Dr., Ft. Pierce SIZE: 241 X 34'W X 16'H J Q Matthew T. Baldwin P.E. Florida License #64608 Li; LJ c) Sheet: CA-4 OF 4