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Home My WebLink AboutREVISIONy - - OFFICE USE ONLY: J Q" DATE FILED: PERAUT # REVISION FEE: RECEIPT # ��010 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34962.5652 5t I've �\ ng (772) 462-1653 Q APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS• CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): OWNER/BUILDER `J�INFORMATION:/ NAME: �T of ADDRESS: 1� CITY: / STA PHONE (DAYTIME: O o ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STA PHONE (DAYTIME): SLCCC_ 9123109 Revised 06130117 ST. LUCIE CO CERT. #: FAX: Q ZIP: ZIP: ZIP: FILE COPY 2'-0" 13'-6" 3'-0" 13'-6" Lf'YNMER i -------------------------------------------------------FRAME ' -----OLTf ------------------------------------------------------------ f i 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CODE INFORMATION CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, i i INGRESS/EGRESS, PROPERTY SET —BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. i i CODE VERSION FBC 2020 7th Edition ASCE-7-16 MANUFACTURER CARPORTS ANYWHERE 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 i i BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II—B RISK CATEGORY I FIRE PROTECTION NONE i RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. i 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. 6. 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. i i i i i FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-150m h P EXPOSURE B ENCLOSURE ENCLOSED/OPEN 7.FIELD FRAMING CONNECTIONS SECURED WITH #12-143/4" SELF —DRILLING SCREWS. B. 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. 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL. i i I o INTERNAL PRESSURE COEFF. +/— 0.18/0.0 IMPORTANCE FACTOR TO ROOF DEAD LOAD 10PSF ROOF LIVE LOAD OPSF OR 3001b P.L. J"x54" EXPANSION ANCHOR WITHIN s" I FLOOR DEAD LOAD ,OPSF FLOOR LIVE LOAD 50PSF i i OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END —WALL POST "R"RATING OF WALLS, FLOOR, ROOF N/A i MODULES PER BUILDING 1 i '61- 1 2" MIN. BASE RAIL HURRICANE PROTECTION USAGE NO N GRAD <, ; ` HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1,680 SQ. FT. —II1=1II=1I 4 2,500 PSI 4" CONCRETE W.W.F. � OR FIBER MESH2 /MINIMUM REVISIONS REV DESCRIPTON DATE BY 1 FRAME OUT's 1/3/22 MTB LEAN—TO 3/23/22 MTB(2) #5 REBAR ® 6O.C. SOIL BEARING CONTINUOUS WITH MINIMUM CAPACITY 500 PSF(TYP.) 25" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL DRAWN BY: MTB 4R& i i i I NOTES: FRAME SUB —GRADE SOILS: 04T —TO-BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2020 FLORIDA BUILDING CODE, 7TH EDITION i —BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM OF 12" BELOW UNDISTURBED OR ENGINEERED GRADE CO CREPE: — INI U 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS �j M DAB, 11/23/21 uoanott 5115 Palmetto Dr, Fort Pierce SIZE: 401 X 42'W X 12'H —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 i R i i —REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: —THE REBAR IS BENT COLD D �® P& —THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED �,v1 6—BAR DIAMETERS: AND 6 w`Ir 04 o �C SWINGING —REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT y^_® rr DOOR EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL �.t' CELL. THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1" �� HORIZONTALLY TO 6" VERTICALLY. i t —COVER: —3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY i I %1' IN CONTACT WITH SOIL OR WEATHER, AND ,i" .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 fD O i REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING i O 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. GALVANIZATION: i Q i —METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, i CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. •.3/2511122 MIN. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. (OR i FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER 12"02" REINFORCED FOOTER i -------------------------------- ROLL —UP -------------------- ----- -------------- f?OL-L--UP------------------------- ---- DOOR FRONT DOOR �q �® r W > Z Q Matthew T. Baldwin P.E. Florida License #64608 , 2'-0" OPEN' :: —D" i , 0'-0" I r—D" i , o'—O" i Y —D Sheet CA-1 OF 4 I^ 9 ROLL -UP DOOR FRONT END WALL b n 1 ro'oc i n -o• qE pK�_ sl® n 31 E ��F�TSA�NY'i�tHE�E 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-150mph EXPOSURE B ENCLOSURE ENCLOSED/OPEN INTERNAL PRESSURE COEFF. +/— 0.18/0.0 1 0 O.C. AUx. .� t,1NNaNG DOOR -ff�• -tt�• -tt�• -ff�• -tt,�• '-tt�• -ff�• '-tt�• -tf�• -tt�• LEFT SIDE WALL O.C. LEFT SIDE LEAN—TO WALL O.C. AUx. 'Y FRAME � OUi -tt -tt -n -tt ' -u ' -u ' -tt • -tt ' -tt ' -tt RIGHI SIUL WALL ! IMPORTANCE FACTOR ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 0PSF 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 - — - -1-1680 SQ.--FT.- — — REVISIONS REV DESCRIPTON DATE BY 1 IFRAME OUT's 1 1/3/22 MTB 2 LEAN—TO 13/23/221 MTB MTB 11/23/21 5115 Palmetto Dr, Fort Pierce 40'L X 42'W X 12'H z ry LL 0 3/:2�51/22' w MattheW T. BaldWin P.E. W Florida License #64608 F � Sheet: CA-2 OF 4 MINIMUM 6" Ts NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SECURED TO WALL POST WITH (4)#12-14xj" SELF -DRILLING (4)#12-14xj" SELF -DRILLING It SCREWS SCREWS " NIPPLE TO 1/_2"x2"x2" 16 GA. ANGLE CLIP BASE RAIL NIPPLE BASE RA0 1E" SECURED WITH (4) #12-14xj" SELF -DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CUP _ SECURED WITH (4) #12-14)j" 1-I I -III -I I -I 1= I SELF -DRILLING SCREWS INTERMEDIATE POST TO POST TO BASE RAIL CONNECTION 2"x2"x2" 16 GA. ANGLE CUP SECURED WITH (4) #12-14x1" SELF -DRILLING SCREWS - NON-STRUCTURAL HEADER OR WINDOW SAIL TO POST DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS II INTERIOR # 12-14x4" SELF -DRILLING SCREWS. SPACING: INSTALL PER MANUFACTURER'S INSTRUCTIONS. EXTERIOR DOOR FRAME TO POST CONNECTION END POST TO BASE RAIL HEADER/BASE RAILZOR CONNECTION WINDOW RAIL DETAIL 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" SELF -DRILLING SCREWS VARIES NIPP I%" STD. MAX. SPACING TO TRUS 3" MIN. MINIMUM s" Ts NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xj" SELF -DRILLING- - SCREWS - ------ STD. MAX. SP CING VARIES SIDE WALL ROLL -UP DOOR/FRAME OUT POST TO TRUSS HEADER DETAIL CONNECTION PER MANUFACTURERS INSTRUCTIONS A -/NIPPLE TO #14)4" SELF -DRILLING SCREWS. SPACING: INSTALL PER MANUFACTURER'S INSTRUCTIONS. 1i" ROLL -UP DOOR TO POST CONNECTION 1"x28" 16 GA. U-CHANNEL 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)#12-14xj" SELF -DRILLING SCREWS. MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SC) RE 14xj" SELF -DRILLING BOX EAVE RAFTER TO POST CONNECTION DETAIL Enclosed Design Pressures - 150 mph Basic Wind Speed Zone Roof Wall 1 2n 2r 2e 3r 3e 4 5 9.6 9.7 9.6 9.6 14.3 14.3 14.3 17.2 -11.1 -35.2 -28.1 -11.1 -61.5 -51.7 -16.0 -21.7 Open Design Pressures - 150 mph Basic Wind Speed Zone Roof Wall 1 2n 2r 2e 3r 3e 4 5 9.6 9.6 9.6 9.6 9.6 9.6 9.6 9.6 -12.9 -41.0 -19.0 -9.6 -50.2 -41.0 1 -9.6 -13.0 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x1" SELF -DRILLING SCREWS SINGLE OR DOUBLETS -HEADER HEADER CONNECTION DETAIL OPTION 1 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14xj" SELF-DRLLING SCREWS '2-1-2-1' (6" O.C. (9" O.C. MAX.)) 16 GAUGE FURRING CHANNEL - 48" O.C. MAX. SECURED WITH (2)#12-141" SELF -DRILLING SCREWS TO EACH RAFTER. TRUSSED RAFTER CONNECTION DETAIL MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SC) 1W2 14xj" SELF -DRILLING . CALIMMANYIMene rng%& SINGLE OR DOUBLETS PPLE T HEADER GE RAIL HEADER CONNECTION DETAIL CODE VERSION FBC 2020 7th Edit AsCE-7-16 MANUFACTURER CARPORTS ANYWHE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE II-B RISK CATEGORY I FIRE PROTECTION NONE OPTION 2 FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILITY, U WIND SPEED Vult-150mph MINIMUM 12" TS NIPPLE. NIPPLE SECURED TO TRUSS & EXTENSION WITH (4)#12-14x4" SELF -DRILLING SCREWS EACH IPPLEFLOOR OTRUSS 6" TS NIPPLE. CURED TO WAL TPOST(4)#12-14xi" SELF -DRILLING SCREWS - LAFUZWKt ENCLOSURE ENCLOSED/OPEN INTERNAL PRESSURE COEFF. +/- 0.18/0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 0PSF OR 3001b P.L. DEAD LOAD 1OPSF FLOOR LIVE LOAD 50PSF"R"RATING OF WALLS,FLOOR,ROOF N/A MODULES PER BUILDING 1 HURRICANE -PROTECTION USAGE NO 15RICANE SHELTER USAGE INO SQUARE FOOTAGE 11,680 SO. FT. LEAN-TO TO TRUSS CONNECTION APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 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 FL21450.3 SERIES 3100 OUT's TO MTB 11/23/21 5115 Palmetto Dr, Fort Pierce 40'L X 42'W X 12'H 3/ 25/22 (n J MattheW T. BaldWin P.E. QFlorida License #64608 oSheet- CA-4 OF 4