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Home My WebLink AboutPLANS 9-13-18FBC APPROVED PRODUCT PRODUCT CATEGORY I SUB CATEGORY I MANUFACTURER STRUCTURAL COMPONENTS ROOF'DECK UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel STRUCTURAL COMPONENTS STRUCTURAL WALL UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel EXTERIOR DOORS SWINGING ELIXER DOOR AND METAL COMPANY Series 407 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. Model 203 ST. LUCIE. COUNTY BUILDING DIVISION "e. FOR COMPLIANCE RECETI REVIEWED BY DATE 1II3 [6 PLANS AND PERMIT SEP 12 201E MUST BE KEPT ON JOB OR NO INSPECTION VMLLM. Permitting Departn�M c Tl��i'1e St. Lucie County, I By 3 GENERAL NOTES: �,�Cg'' APPROVAL 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL No. & DATE ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESSIEGRESS, 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 UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF FL9555.2-R4 THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, 12/12/17 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 FORSTRUCTURAL;DAMAGE OR FAILURE DUE i0 THE APPLICATION OF.ADDITIONAL LOADS. _ FL9555.2-R4 12/12/1 T 3. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. FL17996.5-R1 4. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL 01/29/16 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 314' SELF DRILLING SCREWS WITHOUT_ CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. FL8888.1 R5 6. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN V OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS 10/07/17 ABSENT. 7. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. 8. 14 GA FRAMING: 2-i/7.' x 2-1/2' TUBE STEEL (TS) WITH 2-1/4' x 2-1/4' TS NIPPLES. 12 GA FRAMING: 2-1/4' x 2-1/4' TS WITH Y x T TS NIPPLES. THESE PLANS AND ALL PROPOSED WORK CONCEALED FASTENERS OR AITACHMkNTS ARE SUBJECT TO ANY cUREc7ioNS ARE THE RESPONSI6ILlTY OF THE REQUIRED -BY FIU IhiK-CTORS TILT MAY BE NECESSAW IN ORDER.TO CONTRACTOR OF RECORD COMPLY WITH AU-A'PPLICAPLE CODES, ROLL -UP DOOR FRONT.ELEVATION RIGHT SIDE -ELEVATION SCALEi .1/8' =1' SCALE: i/r =1' LEFT SIDE ELEVATION SCALE: 1/8' =1' IUPANCY 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): 14.71 ROOF ANGLE (DEGREES): 14.0 DESIGN PRESSURES (PSF): ROOF: ZONE 1: +16.0 / -25.9 ZONE 2: +16.0 / -36:5 ZONE 3: +16.0 / -57.6 DESIGN ROOF PRESSURES: +16.0 / -30.0 WALLS: ZONE 4: +26.7 / -29.1 ZONE 5: +26.7 / -32.5 DESIGN ROOF PRESSURES: +26.7 /-29.9 SWINGING DOOR: +29.9/-34.7 ROLL -UP DOOR: +28.0 / -30.7 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. R BECHTOL ENGINEE V l� DiEllilft r�l.I�1 605 WEST NEW YORKAV E DELAND, FLORIDA 32720�� Certificate of Authorizationft. NO. 38$38 ••�� Thomas -Becht ,-P_F -Florida License '�-T i O •� ` L I PROPOSED UTILITY STRUCTURE - BLDG. #1 16101 CARLTON ADAMS ROAD FORT PIERCE, FLORIDA REAR ELEVATION - Revised. SCALE: 1/8•=1'' BECHTOLENGINEER/NG °1A"• :NM/mkb rue'' NTS A AND TEBflNG, Qua. t o = DW00o 094. Aw Y�is TEM ward% '� t4K8 1A°"� .G18002 adr°r'o'm"a°°°°°''m TB SHEET 1 OF 3 FRONT WALL POST/RAFTER FRAMING PLAN SCALE: 1/8' =1' LEFT SIDE RAFTER/POST FRAMING PLAN SCALE: 118' =1' CONCRETE: Concrete Shall Have a Minimum Specified Compressive Strength of 25DO PSI at 28 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 contact with 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 4/41nclhfo ine:gmutmr4A:mchfcrrAarse OntbehvaAn-re intoWDgbaraandmyjac"tace ll--Reirdoming,-bar&usedin 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 sic -bar diameters; and 3. Reinforcement partially embedded in concrete shall not be field bent 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS 26 GA. GALVANIZED METAL WALL PANELS FASTENED TO POSTS ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDPs AT EACH END (4 PER BRACE) TYPICAL INTERIOR POSTIRAFTER FRAME SECTION SCALE: 1/8' = T RIGHT SIDE RAFTER/POST FRAMING PLAN SCALE: 1/8' =1' 1' 16 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3l4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. 26 GA. METAL ROOF PANEL ' —TS RAFTER ROOF PANEL ATTACHMENT Not To Scale SEP 12 2018 Permitting Department St. Lucie County, FL REAR WALL POST/RAFTER FRAMING PLAN \IJIIII/1� BECHTOL ENGINEERINf,Z1A • ,IRVCx. 605 WEST NEW YORK AVENUk% .••' iY DELAND, FLORIDA 32720 LICF - Certificate of Authorization NO?Z54_%L Ir .p _ Thomas BechVI, P.E. Florida License 0 Op . • • �� 0,q� ENG`N��. ��J1111111\1\\ PROPOSED UTILITY STRUCTURE - BLDG. #1 16101 CARLTON ADAMS ROAD FORT PIERCE, FLORIDA EXCEPTION: — Revised °"e 8/9/18 Where bending is necessary to align dowel bars with a vertical cell, bars partially embedded in concrete shall be M BECHTOL ENG/NEER/NG °A"�"� NM/mkb ' a NTS permitted to be bent at a slope of not more than 1 inch of horizontal displacement io 6 inches of vertical bar length. AND 7E871N0, Ina eaea-Ma amn wx u. rmRa4t ru. ,trw IMruwws hsmm orauays MKB k p1ND G18002 Cwg fd � N%DMVAM ""'p0m TB I SHEET 2 OF 3 I DRILL 518' HOLE THROUGH E t 2' WASHERS ' �'"""• EAVE RAFTER MINIMUM 6' LONG TS NIPPLE BASE RAIL AND SECURE TO NIPPLETO sits• , SECURE WITH (4) #12-14x 314' ANCHOR EYE WITH 1/7 DIAMETER TS CONTINUOUS SELF -DRILLING FASTENERS THROUGH -BOLT BASE RAIL MINIMUM 6' LONG TS NIPPLE TOP OF ASPHALT PAVEMENT 48' 16 GA U-CHANNEL BRACE BRACE ANGLE SHALL BE MIN.45• SECURE WITH (4) #12-14x 314' SELF -DRILLING FASTENERS NIPPLETO 3116' TS RAFTER POST (CORNER) OR STABLE GROUND SURFACE TO MAX. 60' FROM HORIZONTAL BASE RAIL 1-1/2' x 1-1/2' x 2' 16 GA CLIP o ANGLE, SECURE TO RAFTER 6' i i POST AND BASE RAIL TS RAFTER POST i , i WITH (4) #12-14 x 3l4' SDPs NIPPLETO 3116' EYE ANCHOR BASE RAIL TS CONTINUOUS BASE RAIL 518' ROD 48' LONG MINIMUM 6' LONG TS NIPPLE WITH 6' HELIX SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14x 3/4' SELF -DRILLING FASTENERS of TS CONTINUOUS BASE RAIL TS RAFTER POST BOX EAVE RAFTER/CORNER POST RAFTER POST/ BASE RAIL ANCHORAGE ,, CONNECTION DETAIL , BASE RAIL CONNECTION DETAIL ,, END POST/BASE RAIL CONNECTION DETAIL &GROUND L Not To Scale J Not To Scale Not To Scale To Scala TS T SSED RAFTER CHORD, OR NO TRUCTURAL HEADER TS POST (12 GA FOR ROLL -UP DOOR FRAME) NIPPLE TO 3/16' DBL HEADER TS RAFTER 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF TS END POST OR DOOR/ HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH #12-14x 3/4' SOPS MINIMUM 6' LONG TS NIPPLE WINDOW FRAME POST GA ANGLE CLIP �' SECURE EACH WITH (4) #12-14 x 314' SECURE T TS NONSTRUCTURAL HEADER SECURE TO POST (EACH SIDE) AND RAFTER) WITH (2) 00 SELF -DRILLING FASTENERS (12 GA FOR ROLL -UP DOOR FRAME), SDF's, (2) ON BOTTOM AND (2) ON SIDE ON BOTTOM ON SIDE BASE RAIL, OR WINDOW RAIL 2'x2'x2' 16 GA ANGLE CLIP NOTE: AT ROLL -UP DOOR OPENINGS,FFOR TS NON-STRUCTURAL HEADER SECURE TO POST AND POST SHOULD BE FLUSH WITH RAIL(12 GA FOR ROLL -UP DOOR FRAME) RAFTER WITH #12-14x 3/4' I I END. CLIP POST TO RAIL ONLY ON SDF's, (2) ON TOP AND I o I I o I SIDE OPPOSITE THE OPENING. (2) ON SIDE L J L J 12 GA TS POST OR TS END POST 2'x4' 16 GA PLATE R GIRT SECURE TO EACH SIDE OF NG OPTION) POSTIRAFTER CONNECTION WITH (4) #12-14 x 3/4' SDFs, (2) ON POST, (2) ON RAFTER POST TO NON-STRUCTURAL HEADER, BASE NON-STRUCTURAL HEADER OR WINDOW DBL HEADER/POST CONNECTION DETAIL RAIL, OR WINDOW RAIL CONNECTION DETAIL RAIL TO POST CONNECTION DETAIL END POST/RAFTER CONNECTION DETAIL o Not To Scale 6 5 Not To Scale 7 Not To Scale Not To Scale RECE MINIMUM 6' LONG TS NIPPLE ;��Z SECURE EACH WITH(4)#12-14x3/4' BECHTOL ENGINE, Tf$TI �jIVC� TSRAFTERPOST SELF -DRILLING FASTENERS �. 605 WEST NEW YORKA UE L1CF •. DELAND, FLORIDA SEP 201� 3274LO � Certificate of Authorizab�R No. 541T2• O MINIMUM 6' LONG TS NIPPLE SECURE WITH (4) #12-14 x 3W 12 GA TS POST -- } } a r L m e ICI t} _ �. L m i l l I n g. Department,— 38 — '- - -- -- - a II Lucie County, rL Thomas Bechtol, P. oII CONTINUOUS BASE RAIL rI I rI I g �N Florida License No. 389� Srq 12 GA DBL TS HEADER o I I o I I I i S �'• O 2-1/4' FOR 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST •• ��j, �� ' ��? • , . •' ! V 12 GA FRAMING AND RAFTER, WITH #12-14 3W ', C �,'^ 0 ` / 3116' NIPPLE TO 3/16' NIPPLETO 2-11T FOR (2) x 14 GA FRAMING SELF -DRILLING SCREWS AT �q' / ' / 1 1 1 1 1 1 1 � � `` BASE RAIL BASE RAIL EACH END (4 PER BRACE) PROPOSED UTILITY STRUCTURE - BLDG. #1 BRACE SECTION Not To Scale 16101 CARLTON ADAMS- ROAD RAFTER POST/DBL HEADER RAFTER POST/BASE CONNECTION DETAIL 9 To Scale RAIL CONNECTION DETAIL Not To Scale FORT PIERCE, FLORIDA _ Revised _ 8 Not BECHTOL ENGINEERING AND °A"� NM/mkb NTs TESUNG, Inc mv MOATINo oEnTMW-a. MMONIANra." MATU44LS 7ESTM Wa�NFfl6 MKB G18002 ""'A01� TB SHEET 3 OF 3 CWW�ditt�'° ftOW0p M