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Home My WebLink AboutCarports Anywhere - T Giaccone - 523012-Rev1---------------------------------- 2'-6"�� WINDOW 3' 2'-6.......... WINDOW ----------- -------------- ------------------------------ 12"x12" REINFORCED FOOTER 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 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 14" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF J" 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 1i" 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. 3,-5y„ 2,-6 ------------------------------------WINDOW ---------- 4%54" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES — AND EVERY OTHER END —WALL POST 2" MIN.—{ H- 'BASE RAIL —�—I 2,500 PSI 4" CONCRETE SLAB WITH I I-12" W.W.F. OR FIBER MESH MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM CAPACITY 2,000 PSF(TYP.) 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 2 5" PLAN VIEW DOOR FRAMING if J" RECESS 4" DOOR WIDTH ELEVATION VIEW DOOR FRAMING " RECESS .75"T [ — —4„ DOOR WIDTH — OPTIONAL ROLL -UP DOOR CONCRETE SPLASH -GUARD RECESS MIN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER MESH) AND 12"02" REINFORCED FOOTER PERIMETER ------------------------------------------------------- SWIN NG-------------------------------------------------------------------ROu--UP------------------------------------------------------- RQLL=UP ---------------------- DOOR DOOR DOOR 12'-17" 3'-0" 10'-316" 10'-0" 3'-7" 10'-0" 2'-0" i 'Z i0 ILL - CODE VERSION r+o R P— � — 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-165mph 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 NO SQUARE FOOTAGE 1,560 SQ. FT. REVISIONS REVI DESCRIPTON DATE I BY 1 IREDESIGNED 52'L 6/29/20 IMTB 1 m, o,. MTB DATE: 4/ 1 9/20 LOCATION: 5417 Cassia Dr., Ft. Pierce SIZE: 521 X 30'W X 12'H N O u u CD W 6/30/20 z MattheW T. BaldWin P.E. Q Florida License #64608 Sheet: CA-1 OF 4 12 3[::�— FRONT/REAR END WALL O.C. MAX. 10'-0" 0 10'-0" 0 0 ROLL —UP DOOR 0 ROLL —UP DOOR sWiNciNc DOOR 3'-7" 3'-0" LEFT SIDE WALL O.C. MAX. E 2'-6" WINDOW jo N 2'-6" WINDOW 1 N 2'-6" WINDOW N Lj RIGHT SIDE WALL 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 JUTILITY, U WIND SPEED Vult-165mph 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 1,560 SQ. FT. REVISIONS REV I DESCRIPTON DATE I BY 1 IREDESIGNED 52'L 1 6/29/20 1 MTB MTB 4/19/20 5417 Cassia Dr., Ft. Pierce 52'L X 30'W X 12'H W_ i z Q LL- Z W 'd 6/30/20 Matthew T. Baldwin P.E. IW Florida License #64608 ci Cn Sheet: CA-2 OF 4 N WINDOW sWINGING DOOR FRONT/REAR END WALL LEFT SIDE WALL RIGHT SIDE WALL WINDOW WINDOW ........ ..i ► l 1►fr�� l 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 JUTILITY, U WIND SPEED Vult-165mph 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 1,560 SQ. FT. REVISIONS REV I DESCRIPTON DATE BY 1 IREDESIGNED 52'L 1 6/29/20 1 MTB MTB 4/19/20 5417 Cassia Dr., Ft. Pierce 52'L X 30'W X 12'H W_ Z W 6/30/20 Matthew T. Baldwin P.E. IW Florida License #64608 Cn Sheet: CA-3 OF 4 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SC) 12 14xi" SELF —DRILLING NIPPLE TO V \ BASE RAIL NIPPLE BASE I 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) #12-14xi" SELF —DRILLING SCREWS I' 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 PPLE MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH 12-14xi" SELF —DRILLING _Ws SINGLE OR DOUBLETS HEADER INTERMEDIATE POST TO POST TO BASE RAIL END POST TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION HEADER CONNECTION DETAIL CONNECTION CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 OPTION 2 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF —DRILLING SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL INTERIOR #12-14xi" SELF —DRILLING SCREWS ® 10" O.C. MAX., 3" MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. FROM CORNERS VERTICALLI EXTERIOR DOOR FRAME TO POST CONNECTION 2"x2"x2" 16 GA. ANGLE CLIP SECURED J I U. VAX. JF fAl INIi [ziU' VARIES ry SIDE WALL ROLL —UP DOOR/FRAME OUT HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS #14x1" SELF —DRILLING SCREWS ® 6" O.C. MAX. & 6" MAX. FROM CORNERS ROLL —UP DOOR TO POST CONNECTION DESIGN PRESSURES — 165 Mph ROOF +23.3/-51.6 WALLS +25.4/-28.6 DOORS +25.4/-28.6 WINDOWS +25.4/-28.6 1 2 3 4 5 ZONE +12.0 —26.8 +14.9 —40.7 +23.3 —51.6 +24.2 —25.9 +25.4 —28.6 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 LE TO 16 GA. U—CHANNEL BRACE, MIN. 24" UP TO m 7' POST, MIN. 48" OVEF 6„ 7' POST. MIN. 45' TO MAX. 60' FROM HORIZ. (EXCLUDE END —WALLS) MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xj" SELF —DRILLING SCREWS BOX EAVE RAFTER TO NIPPLE TRUSSED RAFTER NIP TO TR POST CONNECTION DETAIL I CONNECTION DETAIL MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xi" SELF —DRILLING SCREWS POST TO TRUSS CONNECTION 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 FL12765.3—R5 SERIES 3100 WINDOW POCOHONTAS ALUMINUM COMPANY, INC. FL12940—R5 MODEL 100VS 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-165mph ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFF. +/— 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 30C 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 1,560 SQ. FT. REVISIONS REV DESCRIPTON DATE 1 IREDESIGNED 52'L 1 6/29/2l BY: MTB 4/19/20 5417 Cassia Dr., Ft. Pierce 52'L X 30'W X 12'H („ 6/30/20 J Q MattheW T. BaldWin P.E. Florida License #64608 Sheet: CA-4 OF 4