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Home My WebLink AboutCarports Anywhere - J Austin - 44189-Rev2 - Digital Sealed8'-0" OPEN 1'-6"'-0 1'-6" FRAME ---------- I i r')100 I i i i i WINDOW cV Ll i O FRAME OUT i i i i i M. M ROLL—UP --------------------------------------------------------------------------------------------------------------------------------------------D0-0R---------------------------------- —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 J" FOR FINE GROUT, AND J" 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. J"x5j" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES — AND EVERY OTHER END —WALL POST 2" MIN ABASE RAIL GRADE — _ I III II 2,500 PSI 4" CONCRETE B WITH 10GA. W.W.F. /MINIMUM OR FIBER MESH SOIL BEARING CO)N INUOUS WITH MINIMUM CAPACITY 500 PSF(TYP.) 25" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL Ir 00 MIN. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. (OR FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER 12"02" REINFORCED FOOTER ------------- FRAME -------------------- ------------------------------------------------------------------------------------------------------------ --------------------------------------------------------------------------- ----- OUT WINDOW I I " I 8'-1�„ 44'-0" 6 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 #12-14x3/4" 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. 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-165mph 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 792 SQ. FT. REVISIONS REVI DESCRIPTON I DATE I BY 1 DOOR TO FRAME OUT 12/22/20 MTB 2 SHEET 1 FRAME OUT 12/30/20 MTB """"'" o'. MTB DATE: 12/17/20 LocAnoN: 7601 Miramar Ave., Ft. Pierce SIZE: 44'L X 18'W X 9'H L\CENSF Oly��i NO.64608 :2 `n STATE OF 441 i6.o'..., FLORIDN •llol I I I �- �/ Digitally signed by Matthew Q Baldwin Date:2020.12.30 08:57:29-05'00' z MottheW T. BOIdWin P.E. Florida License #64608 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND w Q THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES a_ Sheet: CA-1 OF 6 2 5" PLAN VIEW DOOR FRAMING J" RECESS 4' DOOR WIDTH I ELEVATION VIEW DOOR FRAMING RECESS -- T •75"J 4" DOOR WIDTH OPTIONAL ROLL -UP DOOR CONCRETE SPLASH -GUARD RECESS e 12 3L----- 1 10L 1 w �IO I O 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 NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-165mph EXPOSURE B ENCLOSURE ENCLOSED OPEN INTERNAL PRESSURE COEFF. +/— 0.18/0.0 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 792 SQ. FT. REVISIONS 11» 3'-616 11» 3' -616 11» 3'-616 18'_0„ FRONT END 3-616 WALL 11» 3-616 11» REV DESCRIPTON DATE BY 1 DOOR TO FRAME OUT 12/22/20 MTB 2 SHEET 1 FRAME OUT 12/30/20 MTB -4' -78,> 4, _ 13„ 8 O I DRAWN BY: MTB DATE: 12/ 17/20 �ocAnoN: 7601 Miramar Ave., Ft. Pierce SIZE: 44'L X 18'W X 9'H W 2'-6" WINDOW N 00 FRAME I OUT 3'-0" 11» -616 11» 3 -616 MID 11» 11» 3 -61 6 3 -616 18'-0" END WALL 11» 3 -616 - PRINTED THE SHA COPIES OF THIS AUTHENTICATION 18'-0" REAR END WALL DOCUMENT ARE NOT CONSIDERED SIGNED AND CODE MUST BE VERIFIED ON ANY ELECTRONIC - SEALED AND COPIES C� Z Q r--) w Z � W MattheW T. BOIdWin P.E. Florida License #64608 Sheet: CA-2 OF 6 4'-0" 4'-0" I 4' O.C. MAX. WINDOW FRAME `A OUT 6" Z. 1'-32" 1'-6"�� 8'-0" 3'-114" 3'-114 LEFT SIDE WALL 3'-114" 3'-114" 3'-114" 3'-114" 10'-0" ROLL -UP o DOOR I i� ' O.C. MAX. -114" 3'-113,, -0" 4'-0" 5'-0" I FRAME OUT Aga CAMMANYMEM 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-165mph EXPOSURE B ENCLOSURE ENCLOSED OPEN INTERNAL PRESSURE COEFF. +/— 0.18/0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 300Ib 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 792 SQ. FT. REVISIONS REV DESCRIPTON IDATE BY 1 DOOR TO FRAME OUT 12/22/20 MTB 2 ISHEET 1 FRAME OUT 12/30/20 MTB MTB 12/17/20 7601 Miramar Ave., Ft. Pierce 44'L X 18'W X 9'H LLJ 1» 7» 3» 3» 3» 3» 3» 1„ > 3'-92 1'-108 3'-114 3'-114 3'-114 3'-114 3'-11� 1'-6" 1'-32 36'-0" -0" C� 44' -0" Z RIGHT SIDE WALL Q ry LL Matthew T. Baldwin P.E. W Florida License #64608 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND w o THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES U) Sheet: CA-3 OF 6 I 1 ■, ej 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 INONE OCCUPANCY JUTILITY, U WIND SPEED Vult-165mph ENCLOSURE ENCLOSED/0 I INTERNAL PRESSURE COEFF. +/— 0.18/0 p� IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 31 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 792 SQ. FT. WINDOW 18'-0" MID END WALL FRAME OUT 18'-O" - I REV DESCRIPTON DATE 1 DOOR TO FRAME OUT 12/22/20 FRONT E N D WALL 2 SHEET 1 FRAME OUT 12/30/20 DRAWN By.. MTB DATE: 12/17/20 LOCATION: 7601 Miramar Ave., Ft. Pierce SIZE: 44'L X 18'W X 9'H CD 18'-0" _ REAR END WALL C/, w 0 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND J z THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES Matthew T. Baldwin P.E. Florida License #64608 Sheet: CA-4 OF 6 I FRAME OUT M LEFT SIDE WALL FRAME OUT 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 JUTILITY, U WIND SPEED Vult-165mph 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 792 SQ. FT. REVISIONS REV DESCRIPTON I DATE I BY 1 IDOOR TO FRAME OUT 12/22/20 1 MTB 2 ISHEET 1 FRAME OUT 12/30/20 1 MTB 44'-0" - C/71 RIGHT SIDE WALL w W PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND J THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES MTB 12/17/20 7601 Miramar Ave., Ft. Pierce 44'L X 18'W X 9'H Matthew T. Baldwin P.E. Florida License #64608 Sheet: CA-5 OF 6 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SC) 12 14x4" SELF —DRILLING A�411/ NIPPLE TO 'T\ BASE RAIL NIPPLE T BASE RAI POST TO BASE RAIL CONNECTION 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) # 12-14xi" SELF —DRILLING SCREWS NON—STRUCTURAL HEADER OR WINDU IINTERI( 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 END POST TO BASE RAIL CONNECTION Ir 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF —DRILLING SCREWS INTERMEDIATE POST TO HEADER/BASE RAIL/OR WINDOW RAIL DETAIL 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF —DRILLING SCREWS SINGLE OR DOUBLETS HEADER HEADER CONNECTIO DETAIL OPTION 1 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF —DRILLING SCREWS 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14xi" VARIES NIPPL f;c" SELF —DRILLING SCREWS TO TRUSS '2-1-2-1' (6" O.C. (9" O.C. MAX.)) STD. MAX. SPACING _ MINIMUM 6" TS 3" MIN. L NIPPLE. NIPPLE___ ---- SECURED TO WALL POST WITH _-- _- (4)#12-14xi„- SELF—DRILLING _ STD. MAX. ACING SCREWS 1" 16 GAUGE FURRING CHANNEL OVARIES (2) O.C. MAX. SECURED WITH (2)#12-14x1" SELF —DRILLING Fy— SCREWS TO EACH RAFTER. SIDE WALL ROLL —UP 1 DOOR/FRAME OUT POST TO TRUSS ROOF PANEL CONNECTION 1 HEADER DETAIL CONNECTION VERTICAL SHEATHING OPTION INSTALL PER MANUFACTURERS INSTRUCTIONS # 12-14)4" SELF —DRILLING SCREWS CAD 10" O.C. MAX., 3" MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. FROM CORNERS VERTICALLY 19 EXTERIOR DOOR FRAME TO POST CONNECTION 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14xi" SELF —DRILLING SCREWS '2-1-2-1' (6" O.C. (9" O.C. MAX.)) #14x1" SELF —DRILLING SCREWS ® 6" O.C. MAX. & 6" MAX. 3' _o' M1 . FROM CORNERS — -Z' MA ROLL —UP DOOR TO POST CONNECTION 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-140" SELF —DRILLING SCREWS TO EACH RAFTER. OAx: —0" SAVE & RIDGE REINFORCED ROOF PANEL CONNECTION (RIDGE 3r AND EAVE 3e) Design Pressures - 165 mph Basic Wind Speed Zone Roof Wall 1 2n 2r 2e 3r 3e 4 5 17.6 22.9 17.6 17.6 25.1 25.1 25.1 28.4 -21.4 1 -60.0 1 -41.0 1 -21.4 1 -79.3 1 -68.1 -27.0 -33.6 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xi" SELF —DRILLING SCREWS C..AMIRT15- ERE IPPLE T SINGLE OR DOUBLETS ASE RAIL b r�HEADER HEADER CONNECTION DETAIL nPTInNI 7 LE TO 1 "x2j" 16 GA. U—CHANNEL BRACE, MIN. �_ 24" UP TO 7' POST, M11' 6" 48" OVER 7' POST. MIN. 45' TO MAX. 60' FROM HORIZ. (EXCLUDE END —WALLS). SECURED WITH (4)#12-14xj" SELF —DRILLING SCREWS. MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xi" SELF —DRILLING SCREWS BOX SAVE RAFTER TO POST CONNECTION DETAIL APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 —R1 Hampton Rib Roof Panel WALL SHEATHING(LAP) Carports Anywhere FL27403.2 Resi—Lap Wall Panel ROLL —UP DOOR JANUS INTERNATIONAL CORPORATION FL21450.3 SERIES 3100 WINDOW MI WINDOWS AND DOORS FL17499.1 —R5 MODEL 185 SH 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-165mph 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 792 SQ. FT. DOOR TO FRAME OUT 12/22/20 SHEET 1 FRAME OUT 12/30/20 DRAWN BY: MTB DATE: 12/17/20 LOCATION: 7601 Miramar Ave., Ft. Pierce 441 X 18'W X 9'H II PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES J Q Matthew T. Baldwin P.E. Florida License #64608 LJ Sheet: CA-6 OF 6