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Home My WebLink AboutAPPROVED PRODUCTS- FBC APPROVED PRODUCTS: APPROVAL MAXIMUM PRODUCT CATEGORY SUB CATEGORY MANUFACTURER ALLOWABLE No. & ®ATE WIND SPEED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 190 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 180 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FLW381.1-R2 NA 8x16 Flood Flap 16/03/11 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 139 Series 402-14 09/07/15 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5 170 Series 407 09/07/15 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL6888.1-R5 180 Model 203 10/06/17 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2-R4 139 Model 100 VS 01/07/16 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.3-R2 180 Model 185 SH 12129) TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENED SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST / RAFTER (INCHES) INTERIOR END RISK EXPOSURE WIND SPEED WIND SPEED SPACING CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 1 1'r1 Til 1 rn_ _S2A-Tn=4-� GT s' . I I C METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS '. S FASTENERS OR ATTACHMFI( Q RESPONSIBILITY OF THE FOR CONSTRUCTION IN THE cl'1 4 6 STATE OF FLORIDA CONTRACTOR OF RECORD PREPARED FOR: CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 151 TO 180 1.117 TO 139 1 4.0 -6 6 NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18 gauge hat DETAIL$ •1 C AND 1 D SHOWN QN SHEET 4 OF 5: channel roof purlins. 2. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7" to 27" (1.5:12 to 6:12 pitch). Spacing requirements for other roof heights and/or slopes may vary. 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; 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 WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE, AND INSTALLATION OF DOORS, WINDOWS OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST ON THIS SHEET, AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC. 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 OF NON -APPROVED COMPONENTS. 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 3/4" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6" O.C. AVERAGE. 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" 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 .4XW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 7• BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION, EXCEPT AS SHOWN ON DETAIL 1 E, SHEET 4 OF 5; WHERE BASE RAIL IS FLUSH WITH EDGE OF SLAB. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9• POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, 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) (FBC FE 2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2017 - BUILDING. 11. 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS). NIPPLES ARE 2-1/4" x 2-1/4" 12 GA TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2-1/4" x 2-1/4" TS. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING. GROUND ANCHOR SCHEDULE ULTIMATE WIND SPEED 1 10...120 1.30: 140 ' 150 160 170 ' 180 12. 14 30" An 16 Detail 1 D 18 ❑ 20 48'' Anchor . 0 22' Detail1C 0 24 - 26 60TAnchori m 28 30 Detail 1C PREPARED BY.• BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 ( F3C �L co Clv rOUNTY RITI,0 TSION E D FOR COMP :: �r LU BY L, z .kN D PERN-IIT � T BE KEPT ON JOB 1`SFECTIOV W L BE �IA)E, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH A" APPWCAOLI LADES. r 1 4 I .l • � t .� I 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 E N T 9yNG, INC. 605 WEST NEW,4YOA E• • • �` / DEIAND, FL D 20 CertlBcate 0 i i . y ' N�f T Thomas LU _ Florida 38538 i � • �'fA'�E O � � 0, FLO V � CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA AM ,0V8ECHT0LEN61NEERfNG MKB NTSy V AND IIP=NQ, I'm catsinma ¢orawNru. DWACHWtMu. AND IIAt6 MM nsnNo WaAms a RR 918001 "1^.101'E°` TB SHEET 1. OF 5 is 1 x2"x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDF's, (2) ON BOTTOM, (2) ON SIDE OR. 2°x4" 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4" SDF's, (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL Not To Scale 1-1/7 x 1-1/2' x 2" 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4),#12-14 x 3/4' SDFs (2) ON TOP, (2) ON SIDE TS RAFTER POST 1-1/2. x 1-1/2' x: 2" 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12714 x 3/4" SDFs, (2) ON TOP, (2) ON BOTTOM GABLE RAIL GABLE. RAIL'.TO RAFTER POST CONNECTION DETAIL h Not To Scale #12-14 x 3/4" SDF @ 12" O.C. 3'A. ROLL -UP DOOR GUIDE TO POST CONNECTION .DETAIL Not To Scale CURTAIN: 26 GA. galvanized steel with baked on epoxy primer & polyester top coat NIPPLE DBL. HE S NIPPLE ACH WITH K 3/4" .LING FASTENERS POST Ct RAFTER POST/DBL. HEADER DETAIL Not To Scale 1=1/2° x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER POST AND . GABLE RAIL WITH (4) 012-14 x 3/4'Si TOP, AND BOTTOM 1-1/2° x 1-1/2". x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4' SDF's, (2) ON TOP, (P) ON BOTTOM RAFTER POST LONG TS NIPPLE 1/8' SECURE WITH (4) #12-14 x 3/4" r� SELF -DRILLING FASTENERS LE TS HEADER NIPPLE TO DBL. HDR. RAFTER_ POSTMEADER ,DETAIL Not To Scale 3/16" 12" LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDFs, 6' LONG TS NIPPLE. SECURE WITH (4) #12-14 x 3/4" SDF's 24" 16 GA U-CHANNEL BRACE'(5' TO T POST) 6" LONG TS NIPPLE 48' 16 GA U-CHANNEL.BRACE (8' TO IV POST) SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 45° TO NIPPLE WITH (4).#12-14x 3/4" TO MAX. 60° FROM HORIZONTAL' SELF -DRILLING- FASTENERS TS RAFTER POST TS RAFTER POST SIDE, EXTENSION GABLE RAIL TO.. RAFTER POST-RAFTER/POST DETAIL � 1.:CONNECTION DETAIL . 1�2J Not To Scale .Jio --r7 TS POST II LI. .TS NONSTRUCTURAL. HEADER fir•---=-------=--- I I II I II I II I I SWINGING DOOR (Size varies, see plan) POST O OSECTION Not To Scale #12-14 x 3/4' SDF @ 12" O.C. ' e- 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS - ITS POST TS BASE RAIL 3/16' NIPPLE TO BASE RAIL RAFTER POST/BASE . � BASE RAIL CONNECTION. DETAIL Not To Scale TS RAFTER POST -2"x4" 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4" SDF's; (2) ON POST, (2) ON RAFTER ITS LEAN-TO RAFTER �2°x2'x2° 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4). #12-14 x 314" SDFs, (2) ON RAFTER, (2) ON POST POST / LEAN-TO RAFTER CONN.,DETAIL. 13 Not To scale . . BECHTOLENZ31ItINQI, oo;II� 605 WEST Ni VENUE DELAND, FLORIDA 3272b •. Certrecat6&A eon o-- 3853 Thomas 6 STATE Florida License OF CAROLINA CARPORTSs INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/02/18 ®ECHTOL. ENG/NEER(NG ° "*x MKB- � , NTS AND 7115877M4 Ina RR G18001 CM=TNQ WDTM rJa. 0MR01A . *0 MATS M*4 Marrs" xraW �'N°" TB . SHEET 5 OF 5'