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HomeMy WebLinkAboutConstruction PlansFBC APPROVED PRODUCTS LIST TABLE MAXIMUM ALLOWABLE RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS WIND SPEED AVERAGE FASTENER SPACING to PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL' No. & DATE OA EXPIRATION DATE OPEN ENCLOSED PARTIALLY ENCLOSED RISK CATEGORY WIND EXPOSURE CATEGORY ULTIMATE D SPEEDND.SP WI (MPH) NOMINAL WINDSPEED MAXIMUM POST / RAFTER SPACING S`FEET) ON -CENTERS ALONG RAFTERS DR PURLINS, AND POSTS OR GIRTS INTERIOR POSTS/RAFTERS END POSTS/RAFTERS __ STRUCTURAL COMPONENTS ROOF DECK �CAROLINA CARPORTS, INC �2BSGauge AG Panel fL6596-1-R5 107101. " ` 04/05/27 180 180 180 I C 11'0�'TO15 t 89'TO116 - - 5.0 R 6 _ 6 6' STRUCTURAL COMPONENTS CAROLINA GARRORTS, INC'. auge &Panel . FL6702'I 5 T0/10/17'' 03/14/27 180 180, 180 STRUCTURAL WALL 151 TO 180. 117"TO 139 4.0 6 STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE. DOOR SYSTEMS, INC. 16x8 Flood Vent FL29622.1 05/15/19 " 09/01/20 N/A N/A N/A OTES: 1: Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 1.2 or 14 gauge steel tube framing,'or 18 [�' gauge hat channel "roof purlins. EXTERIOR DOORS • SWINGING - DELAX[R-DOMAND METAL COMPAN_• �* Series 40244 woo 09/14/20 N/A 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 requirements for other roof heights and/or slopes may vary. GROUND ANCHOR SCHEDULE EXTERIOR DOORS SWINGING. ELIXIR DOOR AND METAL.COMPANY Series 407:. FL17996.5-R1 01/29/16 09/14/20. N/A 165. 147 METAL CARPORT INSTALLATION .PLANS AND DETAILS AND FRAMING AND ULTIMATE .WIND SPEED (mph) 110.' :120•. 130. 140 .150. .160 .170 180 EXTERIOR DOORS ROLL -UP" ASTA INDUSTRIES INC. Model.203 (12'_ Max. Width) FL8888.1-R5 10/07/17 12/31/20 N/A 180 174 12 FASTENER SPECIFICATIONS EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS,, INC:. Steel Roll Up Sheet Door (12' Max. Width) FL16806.1-R4 0.6/18/19.... 11/11/20 N/A 158 138 14 _ 30' Anchor.' 16 Detail 1D . FOR CONSTRUCTION IN THE STATE OF FLORIDA 18 -WINDOWS EXTERIOR DOORS EXTERIOR'DOORS SINGLE HUNG ROLL -UP ROLL -UP INDOWS AND'DOORS- . Model'185SH �CAROLIRI�CARPORTS;1rT � 5teekRolLllRSheet Door--/18hl CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door -10' Wide FL17499.1-R5 03/2Z/19 FLI16806 2-R4 FL76806.4 R4 .. 06/18/19 16/17/23 11/11 /20 11/11/20 N/A N/A ., NIA 175 180 180 . 157 180- 172 = O � z 0 Co-BECHTOL PREPARED FOR. CAROLINA CARPORTS, INC. DOBSON, NORTH AROLINA.27017 PREPARED BY..' ENGINEERING AND TESTING; INC. 605 WEST NEW YORK AVENUE.. 20 22 48"Anchor Detail 1C 24 26 60"Anchor 28 . - EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS,, INC. Steel Roll -Up Sheet Door -16' Wide FL16806.3-R4 06/18/19 11/11%20_ N/A. 155 133 Detail 1G DELAND, FLORIDA 32720. Certificate of Authorization'N6. 00005492 0 ��. i NOTES: DOOR AND WINDOWS SHOWN MAYBE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: A. PRODUCT SHALL HAVE A VALID FBC'PRODUCT APPROVAL. 4�C%V B, COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REOURIEMENTS. �XD EW E D '.� I Z. 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 ACCOMODATE L�^O �� PLIANCE SUB$TITUTED.PRODUCT. � � AUG GENERAL NOTES: . ST. LUCIE COUNTY T Lucie County, Permitting. 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 NQ� J iNJld f 1p'" 1 THIS IS TO CE, �rPLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET, -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. p� �j 0. J 0.'� "1 / SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN 2... HESE STRUCTURES ARE, DESIGNED AS NON -HABITABLE. UTILITY/STORAGE BUILDINGS (RISK CATEGORY•I) CAPABLE SUPPORTING DEAD LOAD OF THE -STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS , . ACCORDANCE WITH7HE REQUIREMENTS OFSECTION 16090E � NOT SPECIFICALLY ADDRESSED HERE IN, 1NCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS, NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET),:AND NOT PROVIDED,AND'INSTALLED BY.CAROLINA CARPORTS, THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL:DAMAGE OR FAILURE DUETOTHE ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING APPLICATION OF ADDITIONAL LOADS. CODE. 3 ALL STEEL TUBING SHALL BE.50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. ALL.COMPONENTS.AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION INSTRUCTIONS, AND SHALL ME_ ET 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. F�B- 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 C1,116. 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 LDT 1/2" x FOR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. 1; - 0:-�%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. CAROLINA CARPORTS, INC. 11. 14 GA FRAMING: 2-1/2" x 2-1/2" TUBE STEEL (TS) WITH 2-1/4" x 2-1/4" TS NIPPLES. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 12'GA FRAMING 2-1 4" x -1/4" TS WITH 2" x 2-TS-NIPPL"E� 01/20/20 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 M BECHTOL ENGINEERING ,kb ""e NTS 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 ANOE87N1i1 �"` rb G20001 EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. @"''to11B/A1•�""�"FdMD°'��" Cau"d a w" w� An+or"a TB SHEET 1- OF 6 I 0 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF 6. TYPICAL SIDE ELEVATION NOT TO SCALE, TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ER OPEN,CARPORT -.HORIZONTAL ROOF OF TYPICALSIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO'SCALE BOX EAVE FRAME RAFTER OPEN CARPORT VERTICAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END, ELEVATION . O SCALE TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF FLOOD VENT (As applicable)—1 ROLL -UP DOOR SWING[ ' NG DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO. SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG -.'HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE CB: 70EAVE-FRAME j R RAF-T E �"�D- B I- kC� 0 S E D VERTICALG11�0-0 FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) NOT TO TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE §0020- END BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE 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. NOTTO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG -VERTICAL ROOF ROLLAjP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE 30DE COMPLIP u TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE E T TYPICAL END ELEVATION NOT TO SCALE BECHTOL.ENGINEEFUNG AND TESTING$ INC. 605 WEST NEW YORKAVENUE DELAND, IFLORJDA 32720 certmeate of Ld Th" dTtkP.E. Rolla Ljoerme K'to. CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01120/20 MBECHTOL ENGINEERING p A Yt mkb SCAM NTS AND TESTING, firs th nounG200DI CWWldAfh�mTB SHEET 2 OF 0 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' SDFs AT cD w EACH END (4 PER BRACE) x 24' MAXIMUM RAFiER.SPAN ON SINGLE RAFTER e >24' TO 30' RAFTER SPAN REQUIRES ATRUSS_ED RAFTER .. AS SHOWN ON THIS SHEET - TYPICAL. INTERIOR RAFTER/POST FRAME SECTION.- BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON SEE TABLE 1 SHEET 1 OF 6 TYPICAL RAFTEWPOST 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 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12=14 x 3/4' SOPS AT EACH END (4 PER BRACE) 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER . -24'TO W RAFTER SPAN REQUIRES A TRUSSED RAFTER TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON MI 16ARFR Akin CPA(:INr, (1F RAFTFRC SEE TABLE 1 SHEET 3 OF 6 a TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE NOT TO SCALE SEE TABLE 1 OPENING FOR SWINGING SHEET DOOR WITH NONSTRUCTURAL 1 OF 6_ HEADER OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE . LD 3 SEE TABLE 1 SHEET 1 OF 6 `J \/ OPENNGFOR SWINGPIGDOOR 12' MAX. OPENING FOR WrtH NON. STRUCTURPL ROLL -UP DOOR WITH HEADER 4 NONSTRUCTURAL a 4 HEADER a Ar 'ICAL =WALL OPENINGS-POST/RAFTER FF TO ✓6' WELD ALL WEB CONNECTIONS, BOTH SIDES 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 1-112" 18 GAUGE FURRING \ CHANNEL (PURLIN) 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH w (2) #12-14 x 3/4' SDFs AT = EACH END (4 PER BRACE) 0 W J 24'MAXIMUM RAFTER SPAN ONSINGLE RAFTER >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER O AS SHOWN ON THIS$HEET i C-TYPICA R16R RAFTER/POST FRAME!SECTiION - UE_RTIC"ALNRO:OFJ�� NOT TO SCALE -� - - 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2j #12-14X.3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C.. 6' . CIE 3 SEE . TABLE 1 SHEET 1 OF 6 I LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS PICAL J y� P.OSjT%RAFJTiER FRAMING PLAN - V.ERTLC-AL ROOF ,_ NOT TO SCALE TYPICAL BOW RAFTER GABLE END FRAMING PLAN, NOT TO SCALE REVIEWED FOR. CODE COMPLIANCE „ ST. LUCIE COUNTY SEE MAXIMUM TABLE 1 4' O.C: FOR. SHEET VERTICAL 1 OF 6. PANEL TYPICAL BOX PAVE RAFTER GABLE END. FRAMING PLAN NOT TO'SCALE 24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) v ROOF EXTENSION OPTION v MAIN STRUCTURE STANDARD LEAN-TO OPTION TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH. OPTIONS SHOWN) NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) 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. 30' FULL 6' WELD BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE FREESTANDING LEAN-TO FRAMING PLAN BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Comeato Of P.E. Florida Umns® o. r • r4' MINIMUM I INSTALL 1/2' x MINIMUM 5' TAPCON REDHEAD LOT ANCHOR OR 1/2" x MINIMUM 5-1/2" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS MINIMUM 2-1/2" EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #Ss.CONTIN000S NCRE3E BASEBALL ANCHORAGE. 1 p1 Not To Scale DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2" DIAMETER THROUGH -BOLT III211i1TiPlbl 2' WASHERS TS CONTINUOUS BASE RAIL (SEE GROUND ANCHOR SCHEDULE, SHEET 1 OF 6, FOR REQUIREDANCHOR) CONTINUOUS 4" CONCRETE PAVEMENT EYE ANCHOR 1 E CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR DOOR/ / WINDOW FRAME POST TS BASEIWINDOW RAIL OR NONSTRUCTURAL HEADER GA IF ROLL -UP DOOR FRAME) 2"x2'x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4) #12-14 x 3/4' SDF's, (2) ON 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. INSTALL 1/2' x MINIMUM 5" TAPCON REDHEAD LDT ANCHOR OR 1/2" x MINIMUM 5-1/2' EXPANSION ANCHOR DRILL 5/8' HOLE THROUGH THE 2" WASHERS DRILL 5/8' HOLE THROUGH THE 2" WASHERS THROUGH BASE RAIL WITHIN 6' OF EACH BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 112" DIAMETER TS CONTINUOUS ANCHOR EYE WITH 1/2- DIAMETER TS CONTINUOUS WALL POST ALONG END WALL SECTIONS THROUGH -BOLT BASE RAIL THROUGH -BOLT BASE RAIL '��[MIN. 6" TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT MINIMUM 2-1/2' EMBEDMENT OR STABLE GROUND SURFACE\ OR STABLE GROUND SURFACE\ MINIMUM 4' CONTINUOUS 4" CONCRETE PAVEMENT S_2? NCRETE BASE RAIL ANCHORAGE. Scale (OPTIONAL - OPEN CARPORTS ONLY) 24' 16 GA U-CHANNEL BRACE (S TO T POST) 48" 16 GA U-CHANNEL BRACE (V TO 14' POST) BRACE ANGLE SHALL BE MIN.45' TO MAX. 60' FROM HORIZONTAL NIPPLE TO\ 3/16° RAFTER /� RAFTER 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDFs RAFTER POST 2A "�BOX�EAC/_E_W_T.ER/POU DE=TAIL Not To Scale TS RAFTER POST 1-1/2' x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 3/4" SDFs, (2) ON TOP, (2) ON SIDE S-CONTINUOUS,BASE-RAIL - Y-? END POST`/,B'ASE--�RrAILr Not To Scale EYE ANCHOR 5/8" ROD 48" LONG WITH W HELIX OR 5/8' ROD 60" LONG (SEE GROUND ANCHOR WITH, 7- HELIX, SCHEDULE, SHEET 1 OF 6, AS APPLICABLE FOR APPLICABILITY) BASE RAIL DEEP 1 C' Not To Scale NO SCREWS REQUIRED IN BOW BENDS aiiAillU BOW RAFTER . EYE ANCHOR U (SEE.GROUNDANCHOR 5/8" ROD 30" LONG SCHEDULE, SHEET 1 OF 6, WITH DBL 4' HELIX FOR APPLICABILITY) 247 16 GA U-CHANNEL BRACE (S TO T POST) 46" 16 GA U-CHANNEL BRACE (V TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60" FROM HORIZONTAL NIPPLE TO BASE RAIL 3`6" LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3/4" RAFTER POST SELF -DRILLING FASTENERS BOW. RAFTER/POST DETAIL 2g -Not To Scale BASE RAIL ANCHORAGE 1 D Not To Scale 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12=14 x 3/4' SDFs RAFTER POST TS CONTINUOUS.BASE RAIL P©S+Tr/B'A!SE-'R'AIICrC"ONN E_)E-TAIL---�` IMP Not To Scale - REVIEWED FOH T CODE CO�IVIPLIANCE. 7"v9"r2"16 GA ANGLE CLIP STa LUC.IE COUNTY E TO POST AND TOP OF 130 C BECHTOL ENGINEERING AND TESTING, INC. R, OR BOTTOM OF WINDOW 605 WEST NEW YORKAVENUE RT WITH (4) #12-14 x 3/4' SDF's DELAND, FLORIDA 32720 fOP OR BOTTOM, (2) ON SIDE Cermcata of on No. TS NONSTRUCTURAL HEADER TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION a a Y 2"x2'x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDFs, (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" SDFs, A (2) ON POST, (2) ON RAFTER 7 END POST/RAFTER CONN. 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" SDPs (2) ON TOP, (2) ON SIDE 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 TS GABLE RAIL GABLE RAIL TO RAFTER POST CONNECTION DETAIL 11 A Not To Scale F*AY 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 3/4" SDF'S AT EACH END (4 PER BRACE) — BRACE SECTION - Not To S-cale_ NIPPLE DBL. HE TS NIPPLE EACH WITH 4 x 3/4" TILLING FASTENERS 2 GA TS POST 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" 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" SDFS, (2) ON TOP, (2) ON BOTTOM 6" LONG TS NIPPLE SECURE RAFTER AND POST TS GABLE RAIL TO NIPPLE WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS I RAFTER POST GABLE RAIL TO RAFTER POST 11.B CONNECTION DETAIL nNot To Scale 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4" SDF SPACED NOT MORE THAN 48' O.C. 26 GA. METAL ROOF PANEL RAFTER ROOF PANEL,ATTACHMENT (ALTERNATE FOR VERTICALROOFPANELS)7 Not To Scale kFTER POST NG TS NIPPLE RE WITH (4) #12-14 x 3/4" -DRILLING FASTENERS , DOUBLE TS HEADER NIPPLE TO DBL. HDR. RAFTER P-OST/HEADER DETAIL L W l Not To'Scale- - t,. NIPPLETO> 3/16" RAFTER TS RARER 12" LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDFs, 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 TS LEG POST TS RAILS TS BASE RAII NOT TO SCALE 6" LONG TS NIPPLE SECURE WITH (4) #12-14 x 3/4" SDPs 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS GA TS POST BASE RAIL E TO RAIL ,DETAIL. 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" SDPs, (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 3/4" SDF's, (2) ON RAFTER, RAFTER POST (2) ON POST SIDE EXTENSION SRAFTER/POST DETAIL 129Not To Scale TYPICAL FLOOD VENT FRAMING PLAN '_1 POST / LEAN-TO RAFTER CONN. DETAIL r o Not To Scale REVIEWED PU.h CODE COMPLIANCk. ST. LUCIE COUNTY 0rr. SEE GENERAL NOTE No. 12, SHEET 1 OF 6. BECHTOL.ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32M Cerm6ate of No. 54 ' Th mae r .E. Florlde License