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Home My WebLink AboutDale Bass Engineering Sealed1. 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 #12-143/4" SELF -DRILLING SCREWS. 8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP. 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. 5(1 KIRe ROLL—UP ------i"eeR------------------- DOOR- ------ -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 4" 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. 2.600 PSI 4' CONCRETE SUB WRH W.W.F. (OR nBER MESH) AND 12'x12' REINFORCED FOOTER PERIMETER ______________________________________________ROLLIIP______-__________-______BOLL-UP_-___________________ DOOR DOOR J%5j" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END -WALL POST 2" MIN. -I4 /-BASE RAIL �_12"— MINIMUM SOIL BEARING CAPACITY 2,000 PSF(TYP.) / N 1 2,500 PSI 4" CONCRETE SLAB W.W.F. OR FIBER (2) #5 REBAR ® 6" O.C. CONTINUOUS WITH MINIMUM 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 2 5" PLAN VIEW DOOR FRAMING " RECESS 4" --DOOR WIDTI1 CARPORTS ANYWHERE ELEVATION VIEW DOOR FRAMING " RECESS UTILITY STRUCTURE .75"1 4" OOR WIDT OPTIONAL ROLL -UP DOOR CONCRETE SPLASH -GUARD RECESS RISK CATEGORY CODE VERSION FBC 2017 6th Editior 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 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 3,360 SQ. FT. DESCRIPTION MTB 3/27/20 8310 AndreWs Ave., Ft. Pierce I--- 84'L X 40'W X 12'H 11 ;;i111itt1l;�„ m 0 Zi" r Lj_j�3 �` ,2'b z Matthew T. BOIdWin P.E. Florida License #64608 m Sheet: CA -1 OF 6 t1• 3� 6 3'-O' 3'-O• ,,a o » I N CARPORTSANYWHERE 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 IOPSF ROOF LIVE LOAD OPSF 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 3,360 SQ. FT. REVISIONS REV DESCRIPTON DATE BY FRONT END WALL 12 a t1" 6` _o DRAWN BY: MTB 3/27/20 LOC nON: 8310 Andrews Ave., Ft. Pierce SIZE: 84'L X 40'W X 12'H !kill r -D 0 0 sµtNciNc•I DOOR - - -- -- --- — — -- �+ 3-B�` MID END WALL 3-9�• 3-9�' 3'-B�• '-9�' 3'-11 3-11�'` 3'-11 3'-11 3-11 3'-11 3'-11�` 3'-11 REAR END WALL -11 S -11j` ✓'L li $ W 0 LL- 1;-i Z L1J _ r i -: .� - Matthew T. Baldwin P, E, Florida License #64608 Sheet: CA -2 CI 6 CARPORTSANYWHEM 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 1OPSF 20PSF OR 30O1b P.L. 10PSF FLOOR DEAD LOAD FLOOR LIVE LOAD 50PSF c! -D '-D` • O.C. mm ROLL -UP _ _ ROLL -UP DOOR DOOR 0• -0• -- — "R"RATING OF WALLS,FLOOR,ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SOU RE FOOTAGE 3,360 SQ_ FT. REVISIONS REV DESCRIPTON DATE BY 3'-11 3'-11 3'-11 3'-11 1'-10�• 10,�• 11 3'-9}' '-0• •-0• 84._0. LEFT SIDE WALL '-0 '-0•'-0• '-01 '-0` '-0• '-0• '-0` '-0• DRAWN BY: MTB DATE: 3/27/20 �acAnoN: 8310 Andrews Ave., Ft. Pierce SIZE: 84'L X 4O'W X 12'H 3'-11�• 3'-11�• 5-11�` '-11�• 3'-11�` ...................................................................................................................................... --------------------------0 ROLL-UP DOOR 'I 1V `�` � -`�` �•.:.: � � LI'• i � f� .moi. 0 I S NGN c.� EDODO .................................................................................................................................. ............. .. ... .. '-0` '-0• '-D• '-0` '-0• '-0• '-0• '-0• '-0• -0• '-0• '-0• 3'-&�• RIGHT SIDE WALL 11j•10, _D. cf) W W w � cn 1 r r 4 \ J y J - \ MattheW T. BOIdWin P.E. Florida License #64608 Sheet: CA -3 CC r 6 CARPORTS 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 ult-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 IOPSF 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 3,360 SQ. FT. REVISIONS REV DESCRIPTON DATE BY FRONT END WALL 4 iV SWiNONO DOOR _O 401-01 - 4 iv DRAWN BY: MTB DATE: 3/27/20 LOCAnoN: 8310 Andrews Ave., Ft. Pierce SIZE: 84'L X 40'W X 12'H I' MID MID END WALL REAR END WALL (1 L J > F W - I i ?. 3,/30f/26 Matthew T. BaldWin P.E. Florida License #664608 Sheet: CA -4 OF 6 b __._.......... _—__ _. _ H 11111 11111H 11 IT 1111111H HHHHHHHHHH11 - BWRP DOOR WOR —.._....._.._..___.___. _ _.....____� CARPORTSANYIIIIHERE CODE INFORMATION CODE VERSION FBC 2017 6th Edition, SCE-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 1OPSF ROOF LIVE LOAD 20PSF OR 3001b P.L. FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 5OPSF R"RATING OF WALLS,FLOOR,ROOF N A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO SHELTER USAGE NO SQUARE FOOTAGE 3,360 SQ. FT. REVISIONS REV DESCRIPTION DATE BY '-0' ENCLOSED C-0' OPEN D LEFT SIDE WALL i SWINGING DOO DOOR i DRAWN BY: MTB DATE: 3/27/20 LOCAnoN: 8310 AndreWs Ave., Ft. Pierce SIZE, 84'L X 40'W X 12'H —... -.... ....... - ......- ----- ------- ......... _ ROLL-UP -0' OPEN I ♦D -O' ENCLOSED -0' RIGHT SIDE WALL w W Lij U, ....fir ,. ems.. Matthew T. BaldWin P.E. Florida License #64608 Sheet: CA-5 OF 6 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)SCREWS #12-14>j" SELF—DRILLING NIPPLE TO BASE RAIL NIPPLE BASE f POST TO BASE RAIL CONNECTION MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SC)REWS 14x4" SELF—DRILLING 2"x2%2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x4" SELF—DRILLING SCREWS END POST TO BASE RAIL 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x4" SELF—DRILLING SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL I INTERIOR #12-14x4" SELF—DRILLING SCREWS ® 10" O.C. MAX., 3" MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. FROM CORNERS VERTICALL` EXTERIOR DOOR FRAME TO POST CONNECTION 1j" CONNECTION Ir 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x4" SELF—DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x4" SELF—DRILLING SCREWS SINGLE OR DOUBLETS HEADER INTERMEDIATE POST TO HEADER/BASE RAIL/OR HEADER CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 2"x2"x2" 16 GA. ANGLE CLIP SECURED J. MAX. tiF AUINU —VARIES 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 +23.3/-51.6 CONSTRUCTION TYPE WALLS +25.4/-28.6 FIRE SUPPRESSION DOORS +25.4/-28.6 WIND SPEED WINDOWS +25.4/-28.6 REVISION`. REV DESCRIPTON 1 2 3 407 STEEL DOOR 4 5 ZONE +12.0 1-26.81-40.7 +14.9 +23.3 —51.6 +24.2 —25.91-28.6 +25.4 iA 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14xi" SELF—DRILLING SCREWS '2-1-2-1' (6" O.C. (9" O.C. MAX.)) 1 —_4B• 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-14x1" SELF—DRILLING SCREWS TO EACH RAFTER. ROOF PANEL CONNECTIO VERTICAL SHEATHING OPTION 15" TRUSS CONE SECURED TO WALL POST WITH (4)#12-14)4- SELF—DRILLING SCREWS MINIMUM 6" TS NIPPLE. NIPPLE SCSECURED TO WALL POST WITH CM�E� REWS 14x4" SELF—DRILLING SINGLE OR DOUBLETS OPLE T HEADER SE RAIL^ �" HEADER CONNECTION DETAIL CODE VERSION MANUFACTURER BUILDING TYPE CONSTRUCTION TYPE RISK CATEGORY FIRE PROTECTION FIRE SUPPRESSION OCCUPANCY OPTION 2 WIND SPEED „ NIPPL TO TRUSS MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14x4" SELF—DRILLING SCREWS POST TO TRUSS CONNECTION ENCLOSURE INTERNAL PRESSURE COEFF. IMPORTANCE FACTOR ROOF DEAD LOAD ROOF LIVE LOAD FLOOR DEAD LOAD FLOOR LIVE LOAD "R"RATING OF WALLS,FLOOR,RO( MODULES PER BUILDING HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE SQUARE FOOTAGE REVISION`. REV DESCRIPTON ELIXER DOOR AND METAL COMPANY FL17996.5 407 STEEL DOOR 40' BOX SAVE RAFTER TO RAFTER CONNECTION POST CONNECTION DETAIL DETAIL APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 —R1 Hampton Rib Roof Panel WALL SHEATHING Carports Anywhere FL27403.1 t�- _ - r 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 Florida License #64608 SERIES 3100 4SCE-7-10 CARPORTS ANYWHERE JTILITY STRUCTURE I—B I NONE NONE UTILITY, U Vult-150mph B ENCLOSED/OPEN +/— 0.18/0.0 1.0 10PSF 20PSF OR 3001b P.L. 10PSF 50PSF N/A 1 No No 3,360 SQ. FT. MTB 3/27/20 8310 Andrews Ave., Ft. Pierce 84'L X 40'W X 12'H 11 t�- _ - r Matthew T. BaldWih'P.E: Q Florida License #64608 ww o F- Sheet: CA— 6 0 F 6