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Home My WebLink AboutPROJECT INFORMATIONFBC APPROVED PRODUCTS L �Yf` . PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. & DATE STRUCTURAL COMPONENTS ROOF DECK UNION CORRUGATING COMPANY FL9555.2=R4 STRUCTURAL. COMPONENTS I STRUCTURALWALL EXTERIOR DOORS SWINGING EXTERIOR DOORS ROLL -UP WINDOWS I SINGLE HUNG NOTE:12 GA FRAMING ROLL -UP DOOR FRONT: ELEVATION . SCALE: 1I8' =1'' ' 26 Gauge MasterRib Panel 12/12/17 UNION CORRUGATING COMPANY FL9555:2-R4 26 Gauge MasterRib Panel 12/12/17 ELIXIR DOOR AND METAL COMPANY FL17996.5-R1 Series 407 01/29/18 ASTA INDUSTRIES INC. FL8888.1-R5 Model 203 10/07/17. MI WINDOWS AND DOORS FL17499.1-R2 Model 185 SH 12/29/17 CONCF, LLD FASTENERS ORA TACHMENTS ARE THE RESPONSIBIL" OF THE CONTRACTOR OF RECORD SWINGING DOOR END ELEVATION. - SCALE: 1/8' =1' - GENERAL NOTES: 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 ELEVATIONS AND SLOPES, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITYISTORAGE BUILDINGS (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 (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC.-, SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS. SHALL BE GALVANIZED OR STAINLESS STEEL. 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 1' SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER: ALL.SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6' OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT, 7. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE'40.. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C11.16. B. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODELAT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTERCONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED.WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017) -BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT. BEARING PRESSURE OF 2,000 PSF IS ASSUMED. If. 14 GA FRAMING: 2-1/2' x 2-112' TUBE STEEL ITS) WITH 2-1/4' x 2-1/4' TS NIPPLES. 12 GA FRAMING: 2-1/4' x 2-1/4' TS WITH 7 x 7 TS NIPPLES. WINDOW REAR ELEVATION SCALE: 118' =1' o2y2 ST. LUCI[E COT.JNT y BUTT. _ . iS REVLEVVED FOR COMP �' E REVIEMIED BY DATE 0 PLANS ISM PERMIT St KEPT OR NO INSPECTION �I-- _ Ii !1L THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY W171i ALL APPWCARI5 GGDES, OCCUPANCY GROUP: U CONSTRUCTION TYPE: II-B RISK CATEGORY: I BUILDING ENCLOSURE TYPE: ENCLOSED WIND EXPOSURE CATEGORY: C ULTIMATE WIND SPEED (MPH): 150 NOMINAL DESIGN WIND SPEED (MPH): 116 MEAN ROOF HEIGHT (FEET): 11.19 ROOF ANGLE (DEGREES): 14.0 DESIGN PRESSURES (PSF): ROOF: ZONE.1: +16.0 / -25.9 ZONE 2: +16:0 / -36:5 ZONE 3: +i6.0 /-57.6 DESIGN ROOF PRESSURES: +16.01.33.5 WALLS: ZONE 4: +26.71-29.1 ZONE 5: +26.7 / -3Z5 DESIGN WALL PRESSURES: +26.71.30.4 . SWINGING DOOR: +29.91-34.7 ROLL•UP DOOR +28.01-31.1 WINDOW: +3121.33.8 METAL FRAMING AND SIDING PREFABRICATED BY CARPORTS ANYWHERE P.O. BOX 776 STARKE,.FL 32091 THESE:ENGINEERING DRAWINGS ARE THE PROPERTY OF BECHTOL ENGINEERING& TESTING; INC. AND CARPORTS ANYWHERE, INC. THESE DRAWING MAY NOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF BECHTOL ENGINEERING & TESTING, INC., AND CARPORTS ANYWHERE, INC. THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE -BEEN PREPARED BY THE .UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017), THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. BECHTOL ENGINEEI *' *G�61. `T 605 WEST NEW YORKAV E' 0 •.•••... ,. DELAND, FLORIDA 3272Q- .• Ucs/vS C Certificate of AuthorizabomNo.' tC o. 8 38 I JOB — r� Thmas echtoI .E. - Florida License ZirT ATE OR ".�(/ku PROPOSED UTILITY STRUCTURE �. 1206 COUNTRY GARDENS LANE FORT PIERCE, FLORIDA 7/9/i8 . . BECHTOL ENGINEER/NG °!"'�' : NM "�. NOTED AND 7E8.WA Inc. ca�uuNo xu, ENd+oNtlnrt4, AM UUMS Umm nimm. ' AAKB - '"°"a .G16002 .. umvhm TB - SHEET 1 OF 3 26 GA. GALVANIZED METAL WALL PANELS FASTENED 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO POSTS WITH (2) #12-14 x 1' SDFs WITH CONTROL TO RAFTERS WITH (2) #12-14 x 1' SDFs WITH CONTROL SEAL WASHER @ MAXIMUM 9' O.C. SPACING SEAL WASHER @ MAXIMUM 9' O.C. SPACING FRONT POST/RAFTER FRAMING PLAN SCALE: 1/8' =1' A 5' END WALL POST/RAFTER FRAMING PLAN SCALE: 1/8' = T CONCRETE: Concrete Shall Have a Minimum Specified Compressive Strength of 2500 PSI at28 Days COVER OVER REINFORCING STEEL For foundations, minimum concrete cover over reinforcing bars shall be: 3 inches in foundations where the concrete is cast against and permanently in contactw th the earth or exposed to the earth or weather, and 1-1/2 inches elsewhere. Reinforcing bars embedded in grouted cells shall have a minimum clear distance of 1/4 inch for fine grout or 112 inch for coarse grout between reinforcing bars and any face ofa cell. Reinforcing bars used in masonry walls shall have a masonry cover (including grout) of not less than 2 inches for masonry units with face exposed to earth or weather 1-1/2 inches for masonry units not exposed to earth or weather. REINFORCING STEEL: The reinforcing steel shall be minimum Grade 40. GALVANIZATION: Metal accessories for use in exterior wall construction and not directly exposed to the weather shall be galvanized In accordance with ASTM A 153, Class B-2. Metal plate connectors, screws, bolts and nails exposed directly to the weather shall be stainless steel or hot dipped galvanized. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: 1. All reinforcement is bent cold; 2. The diameter of the bend, measured on the inside of the bar, is not less than six -bar diameters; and 3. Reinforcement partially embedded in concrete shall not be field bent EXCEPTION: Where bending is necessary to align dowel bars with a vertical cell, bars partially embedded in concrete shall be permitted to be bent at a slope of not more than 1 inch of horizontal displacement to 6 inches of vertical bar length. 12 Q 3 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDPs AT a EACH END (4 PER BRACE) (Typical, See Note 6, Sheet 1 of 3) TYPICAL INTERIOR POST/RAFTER SECTION SCALE: 1/8' =1' FOUNDATION PLAN SCALE: 1/8' = T /U REAR POST/RAFTER FRAMING PLAN SCALE: 1/8' =1' 24' IV MINIMUM I I - SECTION A - SCALE: 1/8' =1' BECHTOL ENG{Ih ��IIFSTiNG,�D C. 605 WEST NEW YO$F( E DELAND, FLORIDA--02 Certificate of Auth 'a o Nb. No. 38538 homes BechP2' $TPFloridaLcen TE ONN- �1111111110 PROPOSED UTILITY STRUCTURE 1206 COUNTRY GARDENS LANE FORT PIERCE, FLORIDA °" ' 7/9/18 BECHTOL ENGINEERING NM .•" NTS AND 7EST7NGMMU�, /nG CWMT04"GEID�ECOr A. DWMh6bffAL. AND W7seur5 MSnW ENWOUS '� MKB 'xu`"m G18002 °"'"'�io°`�°"°� � TB SHEET 2 OF 3 DRILL 5/8' HOLE THROUGH TI_ 2' WASHERS r BASE RAIL AND SECURE 1 1 - —' T1'r_ .EyVE RAFTER ANCHOR EYE WITH 1l2' DIAMETER TS CONTINUOUS MINIMUM 6' LONG TS NIPPLE THROUGH -BOLT BASE RAIL RAFT 0 3116' — WITH MINIMUM 6' LONG TS NIPPLE SECURE SELF-DRILLING FASTENERS12-14x4• e 48' 16 GA U-CHANNEL BRACE SECURE WITH (4) #12-14x 314' E BRACE ANGLE SHALL BE MIN.45" SELF -DRILLING FASTENERS TS RAFTER POST CORNER NIPPLEro ans (CORNER) ° TO MAX. 60° FROM HORIZONTAL BASE RAIL 1-112' x 1-1/2' x 2' 16 GA CLIP ANGLE, SECURE TO RAFTER 6' POST AND BASE RAIL . TS RAFTER POST ° i WITH (4) #12-14 x 3/4' SDPs P ° � i I 12' NIPPLE TO 3116' BASE RAIL TS CONTINUOUS BASE RAIL MINIMUM 6' LONG TS NIPPLE ° SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3l4' MONOLITHIC CONC. FOOTING SELF -DRILLING FASTENERS ° I TS CONTINUOUS BASE RAIL (2500 PSI MIN.) REINFORCED WITH 2 #5's CONTINUOUS TS RAFTER POST EYE ANCHOR 5/8' ROD 48' LONG WITH 6' HELLX BOX EAVE RAFTER POST/ RAFTER/CORNER POST CONNECTION DETAIL BASE RAIL CONNECTION DETAIL �� END POST/BASE RAIL CONNECTION DETAIL CONCRETE MONO. SLAB BASE RAIL ANCHORAGE Not To Scale ,t 1 Not To Scale L Not To Scale Not To Scale TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS POST (12 GA FOR ROLL -UP DOOR FRAME) NIPPLE TO 3/16' 3' TS SPACER DBL HEADER MAXIMUM T O.C. TS RAFTER 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF DBL TS STRUCTURAL HEADER TS END POST OR DOOR/ HEADER, OR BOTTOM OF WINDOW WITH 3' SPACERS WINDOW FRAME POST 2•x2'x2' 16 GA ANGLE CLIP RAIUGIRT WITH #12-14 x 3W SDF's �e (12 GA FOR ROLL -UP DOOR FRAME) SECURE TO POST (EACH SIDE) AND TS NON-STRUCTURAL HEADER RAFTER CHORD/RAIL WITH (4) #12-14x 3!4' ®® (12 GA FOR ROLL -UP DOOR FRAME), SDF's, (2) ON BOTTOM AND (2) ON SIDE BASE RAIL, OR WINDOW RAIL 2'x2'x2' 16 GA ANGLE CLIP MINIMUM 6'LONG TS NIPPLE NOTE: AT ROLL -UP DOOR OPENINGS, TS NON-STRUCTURAL HEADER SECURE TO POST AND SECURE EACH WITH (4) #12-14 x 314' POST SHOULD BE FLUSH WITH RAIL (12 GA FOR ROLL -UP DOOR FRAME) RAFTER WITH #12-14 x 31,V SELF -DRILLING FASTENERS END. CLIP POST TO RAIL ONLY ON SDF's, (2) ON TOP AND j ° I SIDE OPPOSITE THE OPENING. (2) ONSIDE L J TS POST OR (12 GA FOR ROLL -UP DOOR FRAME) TS END POST 2'x V 16 GA PLATE TS WINDOW RAIL (OR GIRT SECURE TO EACH SIDE OF FOR VERTICAL SIDING OPTION) POSTIRAFTER CONNECTION - WITRT9ffT2-T4 x 3A-SDFS, - (2) ON POST, (2) ON RAFTER STRUCTURAL HEADER TO POST POST TO NON-STRUCTURAL HEADER, BASE NON-STRUCTURAL HEADER OR WINDOW CONNECTION DETAIL - HDR BOTTOM RAIL, OR WINDOW RAIL CONNECTION DETAIL RAIL TO POST CONNECTION DETAIL END POST/RAFTER CONNECTION DETAIL o Not To Scale 5 6 7 Not To Scale Not To Scale Not To Scale NIPPLETO 3/16' DBL HEADER TS RAFTER POST BECHTOL EN / GINEE0 1 i7�€$M19G,•IN TxTx2' 16 GA ANGLE CLIP 605 WESTNEWFLORIDA K AV 605 WEST NEW PORK AV SECURE TO POST AND HEADER WITH (4) #12-14x 314' Certificate o do a 3g53 TS POST %` 0 (12 GA FOR ROLL -UP DOOR FRAME) SDFs MINIMUM 6' LONG TS NIPPLE 3' TS SPACER — SECURE EACH WITH (4) #12-14x 314' SELF -DRILLING FASTENERS MAXIMUM 2' O.C. Thomas Be htol, P.E. Florida License o. 38538 �'� •�. OF 3' TS SPACER MAXIMUM T O.C. • • • FLORA \V\\ DBL TS STRUCTURAL HEADER 2-1/4' FOR 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND /C)� / �\ '��, 1 ON PL `ss WITH 3' SPACERS WELDED BOTH SIDES 12 GA FRAMING 1 \ (12 GA FOR ROLL -UP DOOR FRAME) 2-1/2' FOR RAFTER, WITH (2) #12-14x 3W / )1 1 1 1 1 10 DBL TS STRUCTURAL HEADER 14 GA FRAMING SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) WITH 3' SPACERS WELDED BOTH SIDES (12 GA FOR ROLL -UP DOOR FRAME) BRACE SECTION PROPOSED UTILITY STRUCTURE Not To Scale 1206 COUNTRY GARDENS LANE STRUCTURAL HEADER TO POST STRUCTURAL HEADER TO POST NECTION DETAIL - HDR TOP CTION DETAIL - HDR END FORT PIERCE, FLORIDA BECHTOL ENGINEERING 8 &NO Scale �?T� oar AND TES77N4 6ir- NM NTS om� MKB mw.xa G18002 CD14SL NG emTc'Mru. o+vwoA(DUu, AW WTBIALS hsMW DOMM APiO @ TB SHEET 3 OF 3 ` vl'd �tr�"°'0000Q1°'