The URL can be used to link to this page

Home My WebLink AboutEngineering0 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. -0" ON I LS: SUB -GRADE SOILS: -TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2020 FLORIDA BUILDING CODE, 7TH 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 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. J"x54" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES - AND EVERY OTHER END -WALL POST 2" MIN -BASE RAIL GRADE 11I 11 1 I III ar6,.�a MINIMUM SOIL BEARING CAPACITY 2,000 PSF(TYP.) N 2,500 PSI 4" CONCRETE SLAB W.W.F. OR FIBER (2) #5 REBAR CAD 6" O.C. CONTINUOUS WITH MINIMUM 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 2 5" PLAN VIEW DOOR FRAMING J" RECESS 4 DOOR WIDTH — ELEVATION VIEW DOOR FRAMING �" RECESS T .75" IL4„ DOOR WIDTH OPTIONAL ROLL -UP DOOR CONCRETE SPLASH -GUARD RECESS PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES L—MIN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER �12"x12" REINFORCED FOOTER -0 SWINGING DOOR r? 0 ROLL -UP 0 DOOR R R m -------------------------------- _______________________________ I . rok I, q1k'*- ' , FIA i � mot, 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-150mph EXPOSURE C 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 11,500 SQ. FT. REVISIONS REV DESCRIPTON DATE BY 1 2020 FBC, WINDSPEED 1/7/21 MTB 2 IEXP. C 2/2/21 MTB MTB 5/17/20 N. Header Canal Rd., Ft. Pierce 501 X 30'W X 10'H L\cEN8F NO. 64608 i 2 STATE OF 441 �0 07 0 Digitally signed by Matthew z Baldwin Date:2021.02.02 19:33:45-05'00' z MattheW T. BOIdWin P.E. Q Florida License #64608 J Sheet: CA-1 OF 4 0' ROLL -UP DOOR MID END WALL -11J" I 3'-11J" I 3'-111" I 3'-1 12 3L--- - FRONT END WALL SWINGING DOOR 1 . '-11 I 3'-11 3'-11f"- -050,_0" LEFT/RIGHT(MIRRORED) SIDE WALL q'k4 ►qi�� ► � , '6= � 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 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-150mph EXPOSURE C 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 1,500 SQ. FT. REVISIONS REV F DESCRIPTON I DATE BY 1 12020 FBC, WINDSPEED 1 1/7/21 MTB 2 IEXP. C 1 2/2/21 1 MTB MTB 5/17/20 N. Header Canal Rd., Ft. Pierce 50'L X 30'W X 10'H REAR END WALL Un _W C� z_ Q LL_ O.C. MAX. Z LLJ Li Matthew T. BOIdWin P.E. Florida License #64608 Sheet: CA-2 OF 4 FRONT/REAR END WALL FRONT END WALL SWINGING DOOR LEFT/RIGHT(MIRRORED) SIDE WALL IN I 111, 1Ai�, .L 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 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-150mph REAR END WALL 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 1,500 SQ. FT. REVISIONS REV DESCRIPTON DATE BY 1 12020 FBC, WINDSPEED 1/7/21 MTB 2 IEXP. C 2/2/21 1 MTB MTB 5/17/20 N. Header Canal Rd., Ft. Pierce 50'L X 30'W X 1O'H W Z W Matthew T. BOIdWin P.E. W Florida License #64608 Sheet: CA-3 OF 4 MINIMUM 6" TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SECURED TO WALL POST WITH MINIMUM 6" TS NIPPLE. NIPPLE (4)#12-14xj" SELF—DRILLING/_2"x2"x2" (4)#12-14x4" SELF —DRILLING SECURED TO WALL POST WITH SCREWS SCREWS A(i412-14x" SELF —DRILLING 2"x2"x2" 16 GA. ANGLE CLIPEWS NIPPLE TO 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xj" T BASE RAIL NIPPLE TO 13s" T SECURED WITH (4) #12-14xi" SELF —DRILLING SCREWS L BASE RAIL/SELF—DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SINGLE OR DOUBLETS SELF —DRILLING SCREWS HEADER SINGLE OR DOUBLETS -III„-� 1 1—I„III III -III -NIPPLE T BASE RAIHEADER 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 26 GAUGE ROOF SHEATHING VARIES SECURED WITH (1)#12-14xi"" 7T6 SELF—DRILLING SCREWS T2-1-2-1' (6" O.C. (9" O.C. MAX.)) NIPPLE. NIPPLE PSECURED STD.MAX. SPACINGANGLE2" 16 GA. 48"ANGLE CLIP 3" MIN. TS WITH (4) O WALL#12-14xi" SELF —DRILLING xi"SCREWS ING STD. MAX. SP CING SCREWS 1" 16 GAUGE FURRING CHANNEL" MINIMUM 24" TS 48" O.C. MAX. SECURED WITH NIPPLE N VARIESJ (2)#12-14x1" SELF —DRILLING NON—STRUCTURAL � SCREWS TO EACH RAFTER. SIDE WALL ROLL —UP HEADER OR WINDOW DOOR/FRAME OUT POST TO TRUSS ROOF PANEL CONNECTION TRUSSED RAFTER CONNECTION DETAIL RAIL TO POST DETAIL HEADER DETAIL CONNECTION VERTICAL SHEATHING OPTION INSTALL PER MANUFACTURERS INSTRUCTIONS 26 GAUGE ROOF SHEATHING SECURED WITH 136" 41, (1)#12-14xi" SELF —DRILLING SCREWS ® 0 IPPLE TO #14x1" '2-1-2-1' (6" O.C. (9" O.C. MAX.)) 12 ON 2„ ON)'.}2" MAX•r �12„ MAX�2•, AX j» MAX TRUSS #12-14xi" SELF —DRILLING 1"x 16 GA. SELF_ DRILLING SCREWS SCREWS ® 6" O.C. - - "---___ U—CH ANNEL BRACE, MIN. M=� _ - __ 24" UP TO 7' POST, MIN (9 10" O.C. MAX., 3" MAX. & 6" MAX. 3•_0" "-" ---___ 6' 48" OVER 7' POST. MIN. MAX. FROM CORNERS FROM CORNERS NpX• --- - -'-- HORIZONTALLY/ 4" MAX. 30 _ ----" 45' TO MAX. 60' FROM FROM CORNERS i— ___- HORIZ. (EXCLUDE VERTICALLY - __ - END —WALLS). SECURED INTERIOR � " ---""- WITH (4)#12-14xi" EXTERIOR - 1" 16 GAUGE FURRING CHANNEL SELF —DRILLING SCREWS. 24„� 6" 48" O.C. MAX. SECURED WITH MINIMUM 6" TS NIPPLE. NIPPLE (2)#12-14x1" SELF —DRILLING SECURED TO WALL POST WITH SCREWS TO EACH RAFTER. (4)#12-14xi" SELF —DRILLING DOOR FRAME TO POST �p_SCREWS BOX EA E RAFTER TO ROLL UP DOOR TO V CONNECTION POST CONNECTION EAVE 8c RIDGE REINFORCED ROOF PANEL CONNECTION BRIDGE 3r AND EAVE 3e� POST CONNECTION DETAIL Design Pressures - 150 mph Basic Wind Speed Zone Roof Wall 1 2n 2r 2e 3r 3e 4 5 18.9 21.5 18.9 18.9 28.2 28.2 28.2 32.5 -23.5 -58.7 -48.3 -23.5 -96.9 -82.6 -30.6 -39.0 APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 —R1 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 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-150mph 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 1,500 SQ. FT. REVISIONS REV DESCRIPTON DATE BY 1 12020 FBC, WINDSPEED 1/7/21 MTB 2 IEXP. C 2/2/21 MTB MTB 5/17/20 N. Header Canal Rd., Ft. Pierce 50'L X 30'W X 10'H J Q Matthew T. Baldwin P.E. Florida License #64608 C) Sheet: CA-4 OF 4 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES