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Home My WebLink AboutBuilding PlansI 1. THESE PLANS PERTAIN ONLY TO THE STRUGIURt, iNvLUUrrvU MmIll m1W I- - - - 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 #12-140" 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 & 2,50OLB TENSILE STRENGTH. 10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL. R318 ANDR T 181 OFATED 0COVERED THE 217FLORIDA BUILDING I CODE,06TH EDITIONT PER SECTION CONCRETE: -MINIMUM 2.500 PSI COMPRESSIVE STRENGTH AT 28 DAYS -ALL OPEN AREAS OF CONCWAY RETE ROM UT STRU CTURE THE PROPOSED STRUCTURE SHALL BE DESIGNED TO 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 6-13AR DIAMETERS: AND -REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT CELL EXCEPT IN THESESES WHERE REBAR MAY DOWELS NEED TO BE BE BENT NOT TO EXCEED TO ALIGN TO SLOPE OF H1 A VERTICAL HORIZONTALLY TO 6" VERTICALLY. -COVER: -2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND 1j" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF I" FOR FINE GROUT, AND }" 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 1j" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. GALVANIZATON: EXPOSEDCCESSORIES TO WEATHERS HALLEIN BE GALVANIZED ED INRIOR CONSTRUCTION AND ACCORDANCEWITH ASTMTA 5E3TLY CLASS 13-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. MIN. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. (OR FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER �-12"x12" REINFORCED FOOTER mm I SWINGING TI 7. lJ DOOR ril C;0DE pLiF�� . Q ,oe c®uNly B®cc as J"x5}" EXPANSION ANCHOR WITHIN 6" :t";: `Lm OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END -WALL POST �J r y7G 2" MIN. BASE RAIL GRAD i - „� N 2,500 PSI 4" CONCRETI SLAB WITH 10GA. W.W.F OR FIBER MESH ---12„ (2) #5 REBAR ® 6" O.C. MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM MINIMUM 500 PSF(TYP.) 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 2 5" PLAN VIEW DOOR FRAMING 'RECESS 4 OOR WIDT ELEVATION VIEW DOOR FRAMING " RECESS 75"T 4" OOR WID 4 OPTIONAL ROLL —UP DOOR CONCRETE SPLASH —GUARD RECESS 3 r i i i i � Z i O ' i r r i i i i i i O ROLL4UP o CODE VERSION FBC 2017 6th Edition ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II-B RISK CATEGORY 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 OPSF OR 3001b P.L. FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 50PSF "R"RATING OF WALS,FLOOR,ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1,200 SQ. FT. MTB 8/9/20 7901 Santana Ave., Ft. Pierce 401 X 30'W X 10-H O Cf I � Cn I r I I w rSheet- m 8/ 1 1 /20 Matthew T. Baldwin P.E. Florida License #64608 CA-1 OF 4 ROLL —UP DOOR 12 Q3 ' O.C. I 0 SWINGING DOOR —11 " I 3-11 I 3'-11j'— '0'-0"- LEFT/RIGHT SIDE WALL m a. _. `•1•i A:i:. G g 0 0 0 1 ,-� 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 nrri i.A'mry IUTIUTY. U 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 1,200 SQ. FT. MTB 8/9/20 7901 Santana Ave., Ft. Pierce 40'L X 30'W X 10'H V) L ij 0 Z w 8/11/20 Id Matthew T. Baldwin P.E. L J Florida License #64608 n I Sheet- CA-2 OF 4 SWINGING DOOR 12 LEFT/RIGHT SIDE WALL 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-150mph 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 1,200 S 1. FT. REVISIONS om/ I nFSCRIPTON DATE I BY MTB 8/9/20 7901 Santana Ave., Ft. Pierce 401 X 30'W X 1O'H W I fjl i l Q W Lj 8/ 1 1 /20 A pie Matthew iT.s Baldwin P.E. LLJ Florida License #64608 asr! a w Sheet: CA-3 OF 4 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SCREWS 14xj" SELF —DRILLING JEI NIPPLE TO I NIPPLE BASE RAIL BASE I POST TO BASE RAIL CONNECTION 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x4" SELF —DRILLING SCREWS NON-STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL 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 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SC) 12 14xj" SELF —DRILLING 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14)j" SELF —DRILLING SCREWS END POST TO BASE RAIL CONNECTION ill 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x1" SELF —DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x1" SELF —DRILLING SCREWS SINGLE OR DOUBLETS INTERMEDIATE POST TO HEADER/BASE RAIL/OR HEADER CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x4" SELF —DRILLING MAX. SPACIN r--3" MIN. MAX. SP*CING VARIES 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 - 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 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14xj" SELF —DRILLING SCREWS '2-1-2-1' (6" D.C. (9" O.C. MAX.)) 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-141" SELF —DRILLING SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION TO T 1Z U" C16 HANNEL BRACE, MIN. 24" UP TO 7' POST, MIN 48" OVER 7' POST. MIN. 45' TO MAX. 60' FROM HORIZ. (EXCLUDE END —WALLS). SECURED WITH (4)#12-14x1" SELF —DRILLING SCREWS. VMINIMUM 6" TS NIPPLE, NIPPLE SECURED TO WALL POST WITH SCREWS 14xj" SELF —DRILLING BOX EAVE RAFTER TO POST CONNECTION DETAIL NI TO T MINIMUM 6" TS NIPPLE, NIPPLEAlm SECURED TO WALL POST WITH SCREWS 14xj" SELF —DRILLING. 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 NIPPLE TRUSSED RAFTER CONNECTION DETAIL 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 FL21450.3 SERIES 3100 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 INTERNAL PRESSURE COEFF. +/— 0.18 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD tOPSF 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 IND SQUARE FOOTAGE 11,200 SQ. FT. REVISIONS REV DESCRIPTON DATE BY DRAWN BY. MTB DATE: 8/9/20 LOCAnoN: 7901 Santana Ave., Ft. Pierce SIZE: 40'L X 30'W X ID'H J Q 8/ 1 1 /20 Matthew T. Baldwin P.E. Florida License #64608 < ui LLJ o Sheet. CA-4 OF 4