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HomeMy WebLinkAboutConstruction Plansa n FBC APPROVED PRODUCTS LIST TABLE 4 mAXIMUM ALLOWABLE RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS WIND SPEED AVERAGE FASTENER SPACING QA ON-CENTERSALONG RAFTERS OR PARTIALLY APPROVAL EXPIRATION MAXIMUM PURLINS, AND POSTS OR GIRTS PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. & DATE DATE OPEN ENCLOSED ENCLOSED WIND ULTIMATE NOMINAL POST / RAFTER (INCHES) INTERIOR END RISK EXPOSURE WIND SPEED WIND SPEED SPACING STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/05/27 180 180 180 CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTER: 26 Gauge AG Panel 10/10/17 . 1t10�T0 50 - W -&-r 5 0 ' 6 =6 6��� STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03/14/27 180 180 180 I C - , 151 TO 180 117 TO 139 4.0 6 6 26 Gauge AG Panel 10/10/17 f = STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS, INC. FL29622.1 09/01/20 N/A N/A N/A NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18 16x8 Flood Vent 05/15/19 gauge hat channel roof purlins. EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL 3 R1 09/14/20 NIA 139 138 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 Series 402-14 01/29/18 9/18 requirements for other roof heights and/or slopes may vary. - GROUND ANCHOR SCHEDULE _ EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-R1 09/14/20 NIA 165 147 METAL CARPORT INSTALLATION PLANS ULTIMATE WIND SPEED (Mph) P) Series 407 01/29/18 110 120 130 140 150 160 170 180 AND DETAILS AND FRAMING AND EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 12/31/20 N/A 180 174 FASTENER SPECIFICATIONS 12 Model 203 (12' Max. Width) 10107/17 14 30°Anctwr �� EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS; INC. FL16806.1-R4 11/11/20 NIA 158 138 Steel Roll Up Sheet Door (12' Max. Width) 06/18/19 W 16 OctaH 1D 1 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R5 10/17/23 N/A 175 157 = 18 Model 185 SH 03/27/19 O 20 4$° AnchOi� EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.2-R4 11/11/20 N/A 180 180 (D 22 etall 1C _T Steel Roll -Up Sheet Door - B' Wide 06/18/19 Z 24 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.4-R4 11/11/20 NIA 180 172 0 26 Steel Roll -Up Sheet Door -10' Wide 06/18/19 m EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.3-R4 11/11/20 N/A 155 133 30 DetaO iC ; Steel Roll -Up Sheet Door -16' Wide 06/18/19 DETAILS I AND 1 D SHO'NN ON SHEET 4 OF 6 NOTES: 1 DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS PROVIDED THE FOLLOWING CONDITIONS ARE NET A PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL B COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQURIEMENTS 2 FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMOOATE SUBSTITUTED PRODUCT. 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 ELEVATION AND SLOPE, 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 CAROLINA CARPORTS, 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 STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4_ ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA. 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 AXW1 .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. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 112" x 5" OR EQUIVALENT Obi WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POSTIRAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 11. 14 GA FRAMING: 2-1/2" 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 2" x 2" TS NIPPLES. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED AREA, WITH BASE OF OPENINGS SET WITHIN 1-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC APPROVED PRODUCTS LIST SHALL BE BASED ON ONE (1) FLOOD VENT PER EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR: CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPAREDBY: BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 EVI EUE I° &L CODE COMPLIANCE THIS IS TO CERTIFY THAT THE CALCULATICNS GT. L U C I E C O U N T SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN BOCC 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. �® of BECHTOL ENGINEERING TE LNG, INC. 605 WEST NEW YORKAVENUE- DELAND, FLORIDA 37130 _ N0. 38535 4 C®rtiTieete of No. Cr Z L'U - ' TPamasBach P.E. �• glFT Flo+ide i Q F1 ng,O . _109\� lllll CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/20/20 AR BECHTOL ENGINEERING mkb NTS AND 1E97rNC he tb a"s G20001 TB SHEET 1 OF 6 f 4 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF a TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) TYPICAL SIDE ELEVATION NOT TO SCALE i — TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FLAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF ci nnn VcuT rem r �weROLL-UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE BOX EAVE FRAME n nnn vrniT ie� �.. TYPICAL SIDE ELEVATION NOT TO' SCALE" TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE ENCLOSED BLDG - VERTICAL ROOF XL-UP DOOR SWINGING DOOR me IA. o-H—hlo\ TYPICAL END ELEVATION NOT TO SCALE ENCLOSED LENGTH VARIES ER TYPICAL SIDE ELEVATION NOT TO SCALE BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable) ��applicable) i .ter I _I `I In ki -.�_ =— -. ==Or TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable)— (As applicable) TYPICAL SIDE ELEVATION. NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END_ ELEVATION NOT TO SCALE \ \\W1111111 BECHTOL ENGINEE010V w YESYI6� jgC. S06 WEST NEW YORK AVEIIWE No. 3 DELAND, FLORIDA 32720 — _ Corflficaft of A N { _ Io,LLI — ' F TNooras P.E. %�it�•� Florida Lice - CAROLINA CARROI�';'I"�1�C. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/20/20 AVBECHTOL ENGINEERING mkb NTS AND TESMIGS, Ina cmaairm ®oI[oor�+� e�r.�.m�retewwiaenanera�o scene It G20001. TB SHEET 2 OF 6 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 `24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4" SDF's AT EACH END (4 PER BRACE) 24 MAXIMUM RAFTER SPAN ON SNGLE RAFTER >24" TO 30' RAFTER SPAN REQUIRES A TRUSSED RAF tER TYPICAL . INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME NOT TO SCALE 12' MAX. OPENING FOR ROLL -UP DOOR WITH STRUCTURAL HEADER 10' (TYPICAL) 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 ­�3 I `24" 16 GA U-CHANNEL BRACE J FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) 24 MAXILfUM RAFTER SPAN ON SINGLE RAFTER +24 TO 30 RAFTER SPAN REQUIRES A TRUSSED RAFTER AS SHOWN ON THIS SHEET TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE NOT TO SCALE SEE TABLE 1 ,--OPENING FOR SWINGING SHEET DOOR WITH NON-STRUCTURAL 1 OF 6 / HEADER \/ \—Y—,l OPENING FOR WINDOW WITH NON-STRUCTURAL HEADER TYPICAL SIDE WALL OPENINGS FRAMING PLAN AND WINDOW RAIL (Also ayylicabla to End Walls) --I NOT TO SCALE FULL 6" WELD BOTH SIDES tb 5' WELD ALL WEB CONNECTIONS, BOTH SIDES 12' MAX. OPENING FOR ROLL -UP DOOR WITH NON-STRUCTURAL SEE TABLE 1 SHEET I OFIS CHAT✓; .Cf. SY1"IIi :Au[J:+. Nei\CA aSp;GP v+_ 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS \ 1-1/2" 18 GAUGE FURRING CHANNEL (PURLIM 1 24" 16 GA U-CHANNEL BRACE J FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) 24 MAXIMUM RAFTER SPAN ON SdGLE RAFTER >24 TO W RAFTER SPAN REQUIRES A TRUSSED RAFTER AS SHOWN 0!4 THIS SHEET R PIC�AL INTERIORFTER/PO$T FRAME:„SECTION VEFtT�ICALwF,tOOF:T-To=scAL�- -1-1/2" 18 GAUGE FURRING CHANNEL FASTENED / TO EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING FASTENER SPACED NOT MORE THAN 48" O.C. 6' --; 3 4 SEE TABLE 1 SHEET 1 OF 6 �LENG VARIES DEPENDING ON.NUMBER AND SPACING OF RAFTERS TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE WELD ALL WEB CONNECTIONS, BOTH SIDES TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE a SEE I MAXIMUM TABLE 1 1 4' O.C. FOR SHEET I VERTICAL 1 OF 6 PANEL x 3 TYPICAL BOX EAVE RAFTER GABLE_ END FRAMING PLAN NOT TO SCALE 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3W SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) �11 ROOF EXTENSION OPTION MAIN STRUCTURE STANI TYPICAL LEAN-TO.OPTIONS FRAMING -PLAN (BOTH OPTIONS S NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW 24" 16 GA U-CHANNEL BRACE (5' TO T POST) BECHTOL ENGINEERIIi 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) 605 WEST NEW YORK AVENI I BRACE ANGLE SHALL BE MIN. 30' DELAND, FLORIDA 32720Z TO MAX. 45' FROM HORIZONTAL -1 �. ,,p a" ®; ,` - , L FULL 6" WELD BOTH SIDES FREESTANDING LEAN-TO FRAMING PLAN LEAN-TO OPTION \F\AAME{�A. R)BF�y CC�� l .i INC Flo• 35538 • � ZD LLl STpZE o` ■w OPTIONAL 24'-9" TO 30' TRUSSED RAFTER - BOON NOT TO SCALE OPTIONAL 24'=V TO 30' TR NOT TO SCALE ED RAFTER - BOX EAVE Q 4" MINIMUM INSTALL 1/2' x MINIMUM 5" TAPCON REDHEAD LDT INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT ANCHOR OR 112' x MINIMUM 5 112" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH ANCHOR OR 1/2" x MINIMUM 5EXPANSION ANCHOR THROUGH BASE RAIL WITHIN W OF EACHRAFTER /RAFTER DRILL 5/8" HOLE THROUGH THE 2ASHERS 2"WASHERS BASE RAIL AND SECURE TO DRILL 5/8° HOLE THROUGH THE BASE RAIL AND SECURE TO 2• WASHERS POSTS ALONG SIDES AND EVERY END .WALL POST ALONG END WALL SECTIONS POSTS ALONG SIDES AND EVERY END \WALL POST ALONG END WALL SECTIONS ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL ANCHOR EYE WITH 1/2' DIAMETER THROUGH;BOLT —\ TS CONTINUOUS /-BASE RAIL MINIMUM MIN. 6' TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE / MINIMUM 2-1/2" EMBEDMENT MINIMUM 2-1/2" EMBEDMENT EYE ANCHOR SA" ROD 48" LONG ' WITH 6" HELIX t OR • ; 12" 5/8" ROD 60" LONG (SEE GROUND ANCHOR 4" — I WITH 7" HELIX, SCHEDULE. SHEET 1 OF 6 —� MINIMUM AS APPLICABLE _ -- FOR APFLICABILITY) —12 -MONOLITHIC CONC. FOOTING (2500 PSI MIN.) CONTINUOUS 4" CONCRETE PAVEMENT REINFORCED WITH 2 #5's CONTINUOUS CONCRETE BASE RAIL ANCHORAGE Net To Scale DRILL 5!8" HOLE THROUGH THE 2'WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS /� THROUGH -BOLT --\ BASE RAIL (SEE GROUND A1±ICHOR MINIMUM 4" —I SCHEDULE, SHEET 1 OF 6., 11 FOR REQUIRED ANCHOR) I— CONTINUOUS 4" CONCRETE PAVEMENT EYE ANCHOR ------- CONCRETE SASE RAIL ANCHORAGE E Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 113) R CHORD. HEADER —/ OR/ �\ ` ` 2"x2'x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) W RAIL OR �,\ , AND RAFTER CHORDIRAIL WITH L HEADER (4) #12-14 x 3/4" SDF's, (2) ON R FRAME) --� j TOP OR BOTTOM, (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. L PO TS TRUSSED RAFTE OR NONSTRUCTURA TS END POST OR DO WINDOW FRAME P TS BASE/WINDO NON-STRUCTURA (12 GA IF ROLL -UP DOD POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale CONCRETE SASE RAIL ANCHORAGE Not To Scale (OPTIONAL - OPEN CARPORTS ONLY) 24" 16 GA U-CHANNEL BRACE (5 TO T POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE.SHALL BE MIN. 45° TO MAX. 60' FROM HORIZONTAL NIPPLE TO 3116"" RAFTER TS RAFTER 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDF's RAFTER POST :IA� BOX EAVE RAFTER/POST DETAIL GP-i Not To Scale TS RAFTER POST /--1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO i POST AND BASE RAIL / WITH (4) #12-14 x 3/4" SDFs, 4 (2) ON TOP, (2) ON SIDE 'TS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. �� Not To Scale 1C BASE RAIL DEEP ANCHORAGE Not To Scale BOW RAFTER NO SCREWS REQUIRED IN BOW BEND— i---i 6" TOP OF ASPHALT:PAVEMENT OR STABLE GROUND SURFACE EYE ANCHOR U (SEE GROUND ANCHOR 518".ROD 30" LONG SCHEDULE, SHEET 1 OF 6 WITH DBL 4" HELIX---- FOR APPLICABILCTY) BASE F2�AL� A N'CHOF:ZAG'E 4" 16 GA U-CHANNEL BRACE (5' TO 7' POST) 48" 16 GA U-CHANNEL BRACE (B' TO 14' POST) 9-1l2" BRACE ANGLE SHALL BE MIN, 45' TO MAX.,60° FROM HORIZONTAL NIPPLE 3/16" t BASE RAIL >-- 6° \ 3" i 3' '-6" LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 314" TS RAFTER POST SELF -DRILLING FASTENERS 2S BOV RAFTER/POST DETAIL Not To Scale TS POST 2" x 2' x 2" 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH (4) #12-14 x 3/4" SDF's (2) ON TOP OR BOTTOM, (2) ON SIDE TS NON-STRUCTURAL HEADER TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW (' � RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12=14 x 3/4' SDF's TS RAFTER POST TS CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL "� Net To Scale H BFC BECHTOL ENOW G D TESTING; { 605 WEST NEW YQ�_RKC OIUE DE3AND,FLORIDA622T20; No.38538 Cerd cots of Audwftdm I1fb. 54 Thomas BeehEd P.Ei STATE OF Fb;Ws Lloerm No. T °" FC 1� T • ' ///j11111111\ TS END POST 2'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 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 1-112" x 1-1/2" x 2" 16 GA \ CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3/4" SDF's (2) ON TOP, (2) ON SIDE 11 I 1 A F-- —TS RAFTER POST 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, (2) ON BOTTOM GABLE RAIL GABLE RAIL TO RAFTER POST > A CONNECTION DETAIL r r Not To Scale 2-1/4' FOR 12 GA FRAMING 2-1/2" FOR 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 314" SDPS AT EACH END (4 PER BRACE) - BRACE SECTION Not To Scale NIPPLE TO DBL. HDR. fS NIPPLE =ACH WITH x 3/4" LLING FASTENERS GA TS POST 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) #12-14 x 3/4" SOF's. TOP AND BOTTOM 1-112" x 1-1/2" x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4" SDFs, (2) ON TOP, (2) ON BOTTOM %FTER POST NG TS NIPPLE IRE WITH (4) #12-14 x 3/4" -DRILLING FASTENERS DOUBLE TS HEADER NIPPLE TO DBL. HDR. (QRAFTER POST/HEADER DETAIL Da Not To Scale NIPPLE TO 3/.16" RAFTER "TS RAFTER . 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 4T 16 GA U-CHANNEL BRACE (8' TO 14' POST) SECURERAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 46' TO NIPPLE WITH (4) #12-14 x 3/4" TO MAX. 60' FROM HORIZONTAL SELF -DRILLING FASTENER_ S TS RAFTER POST -TS RAFTER POST SIDE EXTENSION GABLE RAIL TO RAFTER POST RAFTER/POST DETAIL CONNECTION DETAIL 12 Not To Scale i r B Not To Scale 44 TS LEG POST 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4" SDF TS RAILE SPACED NOT MORE THAN 48" O.C. 26 GA. METAL ROOF PANEL TS BASE RAII = TS RAFTER PC. ®.OFNELO-A, �Tri4i%fi (ALT'ERiJ�ATEiFOR VERTICAL ROOF,PJ°�NELS) '-Nott'T,o-Sca TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE SEE GENERAL NOTE: No. 12, SWEET 1 OF 6 4 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS —12 GA TS POST TS BASE RAIL \�/16- NIPPLE TO BASE RAIL RAFTER POST/BAS„E BASE RAIL CONNECTION DETAIL r 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" SDFs, (2) ON POST, (2) ON RAFTER TS LEAN-TO RAFTER `-2"x21x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDF's, (2) ON RAFTER, (2) ON POST 13 POST / LEAN-TO RAFTER CONN. DETAIL Not To Scale �\\1111IIIl11/// H Bcc BECHTO INEERING AND TE G ;1NIC. ISM WEST N��.21C AVE E DELAND;F,�ORIDAanno No 38538 767kabsreglIllon No. '• /74 Thomas.Bed&. ATE OF Florida FCORID�`,• ��� NAL ////11111111\\ CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA cmc are 01/20/20 BECHTOL ENGINEERING mkb NTS AND IEFnNA Lv— ff��'' tb_ "m"" G20001 0"dA�ftoC.=MeTB SHEET 5 OF 6 VERTICAL SIDE OPTION SEE TABLE 1 SHEET OPENING FOR SWINGING DOOR WITH NON-STRUCTURAL HEADER T 1 OF 6 4 4 GIRTS (Typical) 6 4 4 4 6 O E ' 12' MAX. OPENING FOR ROLL -UP DOOR WITH 4 ON -STRUCTURAL HEADER 4 a A ,A' TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX SAVE FRAME RAFTER ENCLOSED. BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR /Aennnlirohln\ fee onnlirM-\ TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE t r 1-112' 18 GAUGE FURRING CHANNEL FASTENED TO OPENING FOR SWINGING DOOR EACH RAFTER WITH (2) #12-14 x,3/4" SELF -DRILLING f WITH NON-STRUCTURAL HEADER 6' i I__ FASTENER SPACED NOT MORE THAN 48" O.C. / GIRTS (Typical) _ ��I-I®I-I-ICI-�I�I-ICI �I-ICI®I-I�I�I�I-I®I®i ( TABLESHEET O F_ MA OPENING 4. ���• --� �I� © v A v /e1 1\me/I\ I► ��II v �iI�I; • OPENING FOR WINDOW WITH I . NON-STRUCTURALHEAOER LENGTH VARIES DEPENDINGON NUMBER AND WINDOW RAIL AND SPACING OF RAFTERS (Afso appffwble to End Wails) — TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES ROLL -LIP DOOR SWINGING DOOR ENCLOSED LENGTH VARIES (As applicable) - (As applicable) �fa 7t'r r:aG! 10n �6' Mr�i�u II.,CI. TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL.END ELEVATION NOT TO SCALE \�1�IIIIIr)j��/ NG, D TES NG; IIG� o • ►E . 38538 ATE OF /ONAL \ ... r�rlllllll',