The URL can be used to link to this page

Home My WebLink AboutAPPROVED PRODUCTFBC APPROVED PRODUCTS LIST PRODUCT CATEGORY I SUB CATEGORY STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS I STRUCTURAL WALL EXTERIOR DOORS EXTERIOR DOORS �P 1 WINDOWS w FRONT ELEVATION SCALE: 1/8' =1' LEFT SIDE ELEVATION SCALE: 118' =1' SWINGING ROLL -UP SINGLE HUNG MANUFACTURER UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel THERMA-TRU CORPORATION •Smoothstar' ASTA INDUSTRIES INC. Model 203 MI WINDOWS AND DOORS Model 185 SH_ & DATE 12/12/17 FL9555.2-R4 12/12/17 FL5891.2 12/12/17 FL8888.1-R5 10/07/17 FL17499.1-R2 12/29/17 ]G O z O LU o�occ� m LU IF- t o CCCCLUCC.� 0-Uca-sJtO� C) Z U ® LU V LU LU a- a Ld Co00 iE ! � Hai ; E O U 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 UTILITY/STORAGE 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<j,.,) SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS: Q- 3. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. o. n n n 4. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. CC t+- 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14x 1' SELF.DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. ® 6. 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 0. n L SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. a Lm � � c� 7. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 8. POST/RAFTER BRACING: BRACE ON EVERY'POST/RAFTER CONNECTION, EXCEPT FOR END WALLS: a®a a C7 9. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION 11318.1 OF THE FLORIDAa 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 OF2,000 PSF IS ASSUMED. CJ 10. 14 GA FRAMING IS 2-1/2' x 2-1/2' TUBE STEEL (TS). 12 GA FRAMING IS 2=1/4' x 2-1/4' TS. RIGHT SIDE ELEVATION SCALE: 1/8' =1' { 0 F-4 " REAR ELEVATION SCALE: 118' =1' NOTE: 14 GA FRAMING. OCCUPANCY GROUP: U CONSTRUCTION TYPE: 11-B RISK CATEGORY: I BUILDING ENCLOSURE TYPE: ENCLOSED WIND EXPOSURE CATEGORY: D ULTIMATE WIND SPEED (MPH): 165 NOMINAL DESIGN WIND SPEED (MPH): 128 MEAN ROOF HEIGHT (FEET): 19.80 ROOF ANGLE (DEGREES): 9.5 DESIGN PRESSURES (PSF): ROOF: ZONE 1: +16.01-31.4 ZONE 2: +16:0 / -44.1 ZONE 3: +16.0 / -69.7 DESIGN ROOF PRESSURES: +16.01.36.0 WALLS: ZONE 4: +32.3 / -352 ZONE 5: +32.3 / -39.3 DESIGN WALL PRESSURES: +32.31.36.0 SWINGING DOOR: +36.11-39.3 ROLL -UP DOOR: +33.91-37.1 WINDOW: +37.71-40.9 METAL FRAMING.AND SIDING PREFABRICATED BY CARPORTS ANYWHERE P.O. BOX776 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. RECEIVED Q\A BEc/,-. J U N 0 7 2018 BECHTOL ENGINE 605WEST NEINYORKA i4 �\ Sf�LUCIeCOUnty, DELAND, FLORIDA 32720.' Certificate of Authoriza8oq�1 15516 •. �C _ 41c LLI - LU Tt1ornas B Florida License No. 3853C- •� �P(E OF 1 �� 0, • FLORNv PROPOSED UTIDTY�0RE ® " ' `' 10197 SOUTH INDIAN RIVER DRIVE FORT PIERCE, FLORIDA r'E 414/18 SECHTOL ENGIINEERING NOTED AND 7ES77N4 lam.G18002TWOGEMEM:QIL EM9bNMEMN. Alb Mh7EAltlS WONG ENGMEEPSu/daamMmB SHEET 1 OF 3 t6 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH #12-14 x 3l4' SDFs WITH CONTROL SEAL WASHER @ AVERAGE 6- O.C. SPACING FRONT ELEVATION SCALE: 118' =1' 1' 16 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. s 3 3 Maximum s 5 3 r I qn' # 6- 0 4 WELD ALL CHORD CONNECTIONS, BOTH SIDES WELD, CONTINUOUS, ALL SIDES, TOP AND BOTTOM TRUSS CHORDS 26 GA. GALVANIZED METAL WALL PANELS FASTENED TO PURLINS WITH #12-14 x 3/4' SDFs WITH CONTROL 12 SEAL WASHER @ AVERAGE 6' O.C. SPACING O 2 a7 �r m SIDE PURLIN NOTE: R, Cj CUT PURLINS AS NECESSARY FOR WINDOWAND DOOR 9 y C5 OPENINGS. ROLL -UP AND SWINGING DOORS REQUIRE L° v SECTION OF PURLIN ACROSS THE TOP OF OPENING. a m WINDOWS REQUIRE A SECTION OF PURLIN TOP AND BOTTOM. a3 3 t 3 32 TYPICAL INTERIOR POST/TRUSSED RAFTER SECTION SCALE: 1/8' =1' 6' 4' Maximum Sq v, 3 3 20' 3' 1T LEFT SIDE POST/TRUSSED RAFTER FRAMING PLAN RIGHT SIDE POST/TRUSSED RAFTER FRAMING PLAN SCALE: 1/8' =1' SCALE: 118' =1' CONCRETE: Concrete Shall Have a Minimum Specified Compressive Strength of 2500 PSI at 28 Days COVER OVER REINFORCING STEEL r f ndations minimum concrete cover over reinforcing For ou 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 1-12 inches elsewhere. Reinforcing bars embedded in grouted cells shall have a minimum clear distance of 1/4 inch for fine grout or 12 inch for coarse groutbehveen reinforcing bars and any face of a cell. Reinforcing bars used in masonry walls shall have a masonry cover (including grout) of not less than 2Inches 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 REAR ELEVATION SCALE: 118' =1' BECHTOL EN( 605 WEST NEW YO DELAND, FLORIDA Certificate of Authpd ENSF I SIG IflD WNG, I' . WENVE �• 1 WN x _ F OF Thomas Bechto�,,W e •, R�OR\pp•• .38. 'r\ Florida LicenseNo538�j_ ,(1_'••.....• \V-� EXCEPTION: Where bending is necessary to align dowel bars with a vertical cell, bars partially embedded in concrete shall be permitted to be bent ata slope of not more than 1 inch of horizontal displacement to 6 inches of vertical bar length. 3/16' WELD, CONTINUOUS, ALL FOUR SIDES POST A INSTALL 1l2' x 5-11T EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES MINIMUM 2-1/4' EMBEDMENT GROUND SURFACE MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #Ss CONTINUOUS CONCRETE MONO. SLAB BASE RAIL ANCHORAGE 1 Not To Scale TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST TS NON-STRUCTURAL HEADER (12 GA FOR ROLL -UP DOOR FRAME), BASE RAIL, OR WINDOW RAIL 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14x 3/4' SDF's, (2) ON BOTTOM AND (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO NON-STRUCTURAL HEADER, BASE RAIL OR WINDOW RAIL CONNECTION DETAIL 5 Not To Scale TS TRUSSED RAFTER 48' 16 GA U-CHANNEL BRACE BRACE ANGLE SHALL BE MIN. 45• TO MAX. 60• FROM HORIZONTAL DBL TS LEG POST ASSEMBLY o I v —7 e TS NIPPLES SECURE POSTS TO NIPPLES WITH (4) #12-14 x 314' SDFs 2 RAFTER/LEG ASSEMBLY CONNECTION DETAIL Not To Scale TS POST (12 GA FOR ROLL -UP DOOR FRAME) 2' x 2' x T 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH #12-14x 3/4' SDFs TS NON-STRUCTURAL HEADER (12 GA FOR ROLL -UP DOOR FRAME) TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER OR WINDOW RAIL TO POST CONNECTION DETAIL V Not To Scale 4' WELD, BOTH SIDES, TOP, BOTTOM, AND 12' O.C. SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDF's _DBL TS BASE RAIL RAFTER LEG ASSEMBLY/ DBL. BASE RAIL CONNECTION DETAIL 3 Not To Scale TS Tx2'x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH #12-14 x 3(4' SDF's, (2) ON TOP AND (2) ON SIDE OR TS END POST 2'x4' 16 GA PLATE SECURE TO EACH SIDE OF POSTIRAFTER CONNECTION WITH (4) #12-14 x 3(4' SDPs, (2) ON POST, (2) ON RAFTER END POST/RAFTER CONNECTION DETAIL � Not To Scale 8' LONG, MINIMUM 14 GA, TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14x 3W SDFs TS RAFTER POST (CORNER) 1-112' x 1-1/2' x 2' 16 GA CLIP /ANGLE, SECURE TO RAFTER NIPPLE To 311\ s• POST AND BASE RAIL BASE RAIL �(7�� i i i WITH (4) #12-14 x 3/4' SDF's TS CONTINUOUS BASE RAIL 4 END POST/BASE RAIL CONNECTION DETAIL Not To Scale 3116' WELD, BOTH SIDES, TOP AND BOTTOM (TYPICAL ALL TRUSS POSTS) TS POST 3116' WELD, CONTINUOUS, ALL FOUR SIDES, TOP AND BOTTOM TRUSS CHORDS TRUSSED RAFTER CENTER CONNECTION DETAIL V Not To Scale 1' 16 GAUGE FURRING CHANNEL FASTENED TO EACH \""�x%I%III11///'/' \\ P? R H POST WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER , * 1' 16 GAUGE FURRING CHANNEL FASTENED TO EACH SPACED NOT MORE THAN 48' O.C. BECHTOL ENGINE�ItI AWD 1 605 WEST NEW YORK A1T1t ' .•• RAFTER WITH (2) #12-14 x 3/4' SELF-DRIWNG FASTENER SPACED DELAND, FLORIDA 32 No. 38538 NOT MORE THAN 48' O.C. Certificate 6 FIN 26 GA. METAL ROOF PANEL 26 GA. METAL WALL PANEL Thomas Bec ol, P.E. '. / •.. STATE OF Florida License No. 38538 \ 2-1/4' FOR ONAL 12 GA FRAMING FASTENED TO THE POST 2-112' FOR RAFTER, WITH (2) #12-14x 3/4' 14 GA FRAMING SELF -DRILLING SCREWS AT TS RAFTER TS POST EACH END (4 PER BRACE) ROOF PANEL ATTACHMENT PROPOSED UTILITY STRUCTURE BRACE SECTION Not To Scale 10197 SOUTH INDIAN RIVER DRIVE Not To Scale WALL PANEL ATTACHMENT FORT PIERCE, FLORIDA Not To Scale BECHTOL ENG/NEERM mU/ AND TES77NO, Ina °"1e 4/4/18 o RR NOTED RR G18002 cowsmmo ocorocie+rx. orvosowNWPI. ,vm wiExws nsnxc way TB SHEET 3 OF 3