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Home My WebLink AboutMETAL CARPORT INSTALLATION PLAN & DETAILSFBC APPROVED PRODUCTS LIST METAL CARPORT INSTALLATION PLANS AND DETAILS APPROVAL MAXIMUM AND PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. & DATE ALLOWABLE & RAMING AND FASTENER SPECIFICATIONS WIND SPEED J F I ' n STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 180 _ 26 Gauge AG Panel 10/10/17 F . FOR CONSTRUCTIRIN IN THE a STATE OF FLORIDA STRUCTURAL COMPONENTS, STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 180 26 Gauge AG Panel 10/10/17 SCANNED PREPARED FOR: STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL77381.1-R2 NA BY �� rVr�%phf CAROLINA CARPORTS, INC. 8x16 Flood Flap 10/O3/17 St Lucie County ST, Lyjc:E 0�? - •'1��L�n � T'�P.O. BOX 1263 REM%ATD FOR CO DOBSON, NORTH CAROLINA 27017 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL77996.3 139 �4+�`$' Series 402-14 09/07/15� �+� PREPARED BY- -1, DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5 170 r �i� e �c ` Mk ft XRPT ON JOB BECHTOL ENGINEERING AND TESTING, INC. Series 407 09/07/15 OR N O �'SPE CTION WML OF. MADE. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 180 Certificate of Authorization No. 00005492 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 12/29/17 TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR WIND ULTIMATE NOMINAL MAXIMUM POST / RAFTER PURLINS, AND POSTS OR GIRTS (INCHES) INTERIOR POSTSIRAFTERS END POSTS/RAFTERI RISK CATEGORY EXPOSURE CATEGORY WIND SPEED (MPH) WIND SPEED (MPH) SPACING (FEET) - 110 150 9 i0 6 ' :R, IT. - C 117 TO 139 4.0 6 6 151 TO 180 GROUND ANCHOR SCHEDULE ULTIMATE WIND SPEED (mph) 110 120 130 140 150 160 170 180 .�®. = t- 14 16 18 20 22 30 Ancho yy T DetaillDy - -_ 48' Detail Anchor 24 26 m 28 ., 60 Anchorr a Detail 1 _ 30 A ESPLANS f ARE UBJEcTOURVONS REQRED BY FIELD INSPI100 IS THAT MAY EIW6Y[Io}r}F11BRf1}Ktln ;AU MANUFACTURE U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED CONCEALED FASTENERS OR ATTACHMENT.,, ARE THE RESPONSIBILITY OF THE OTOROFRECORD SE .PLANS AND ALLPO�pO� NOTES: +} =:_ �t�f3JECTTO ANY CORRECTIONS 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 DETAILS 1 C AND 1 D SHOWN ON SHEET 4 OF 5ti:IUiRED BY•FIELD I IT THE channel roof puriins. 2. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 70 to 27• (1.5:12 to 6:12 pitch). Spacing Ay �_ NECESSARY I HEREIN HAVE BEEN PREPARED B �'�tif,t�Lr' WITH AFL: AP S HEREIN HAVE BEEN PREPARED BY THE requirements for other roof heights and/or slopes may vary. I�IN960I ESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609OF GENERAL NOTES: THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS 1. ARE VAUD UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING 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 LIMITECOM�i ASTENERS OR ATTACHMENTS CODE ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. RESPONSIBILITY ARE THE RESPONSIBILITY OF THE 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 LOi4DS. IMPROVEMENTS N OR RECORD BECN7OL fa, INC. 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 SHE 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. 605YYEST IC D�►Im. ENS •' �� i� y04hotdilm No. 5M �C` ••,�,� i 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. — • `? .� 0 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. Florida �i 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. �js(Q� �RI DAP ...••� �''�Or7L ENG`�``� 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 CONCBk ci-CONSxRUCTJON,EXCEnASSH01M+1.ON-DETAIL4E;SHEET-4-OF5,-WHERE-BASE•RAIEIS-FLUSH MTH-EDGE-OF-SLAB. SEE-GROUND-ANCHOR=HEDULE- IRIS-SHEET)FOR-SPECIRCTYPE"GROURD-fCROR-REOUIREMEI�ITS. 8• — ... - CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR THE MODEL AT7252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. CAROILINA CARPORTS, INC. 9• POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND C'bVERED 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. .ma °� 01102MS 11. F G � wL WEMNG � M� � AVka 14 GA FRAMING IS 2-1/T 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. ca�uro ammro� w�.rxw rrp Yanmus vsno ora+ms o� °O1 RR G18001 ='®` TB SHEET 1 OF 6 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF ++A ELEVATION 'Av 'C TO SCALE LZI BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF II II II TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE BOW FRAME.RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION TYPICAL END ELEVATION I TYPICAL SIDE ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF I BOX EAVE. FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE u u TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL SIDE ELEVATION NOT TO SCALE NOT TO SCALE BECHTOL N G AW*-IhI 805 WEST NEW AV9NE tS�' D9J1ND, FL.: Cerffficete of No. . 3e : i1 :r Thanes Bad •. S � File ®p 19atdaLloensa �e'•,.1� iq 0 ` u u TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE GENERIC PLANS F TYPICAL END ELEVATION D1I0211V BECHML ENGINEERING MKB Isom N S Allm 10 mmmi, im RR G78001 comom mm mu. ommWaui mo usus IEM DOOM "�"d Iw "i'mmTB SHEET20FS 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH #12-14 x 3/4' SDPs WITH CONTROL SEAL WASHER @ AVERAGE W O.C. SPACING `24" 16 GA U-CHANNEL BRACE ' FASTENED TO RAFTER WITH (2) #12-14 x 3/4" SDPs AT w EACH END (4 PER BRACE) x e 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER O f- AS SHOWN ON THIS SHEET 0 TYPICAL IN ITER�TORM_R_A dFTELI�/PP.M1A�ID(I T _ •.'! � 4 OT F SCJ1Lf LENGTH VARIES DEPENDING ON NI inm=o Akin ooArmmm AC oAR oc SEE TABLE 1 SHEET 3 1OF5 4 TYPICAL RAFTERIPOST 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 WITH #12-14 x 3/4" SDPs WITH CONTROL SEAL WASHER @ AVERAGE 6- O.C. SPACING 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 SINGLE RAFTER >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON til IMRFR ANTI 1RPA(:INf: n;: RAFTFRC SEE TABLE 1 SHEET 3 1OF5 4 TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE NOT TO SCALE SEE TABLE 1 OPENING FOR SWINGING SHEET DOOR WITH NONSTRUCTURAL 7 1 OF 5 HEADER 5 i NONSTRUCTURAL HEADER TYPICAL SIDE WALL OPENINGS FRAMING PLAN AND WWoEnd1A L (Also eppGeeble to End Wells) NOT TO SCALE 24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING 12' MAX. OPENTRUC FOR II I� ROLL -UP DOOR WITH p5mat NONSTRUCTUU RAL r�HEADER 6-- 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURUNS WITH #12-14 x 3/4" SDFs WITH CONTROL SEAL WASHER @ AVERAGE 6- O.C. SPACING 1-1/Y 18 GAUGE FURRING CHANNEL (PURUN) —24" 16 GA U-CHANNEL BRACE 0 FASTENED TO RAFTER WITH w (2) #12-14 x 3/4" SDPs AT s EACH END (4 PER BRACE) p J 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER -24'TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER p E- AS SHOWN ON THIS SHEET TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE �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. 3 4 SEE TABLE 1 SHEET 1 OF5 I � LENG VARIES DEPENDING ON NUMBER - It 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 ROOF EXTENSION OPTION 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) WELD ALL WEB CONNECTIONS, BOTH SIDES WELD ALLWEB CONNECTIONS, BOTH SIDES —s TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE FULL 6° WELD BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE FULL 6" WELD BOTH SIDES OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE 2-1/4" FOR 12 GA FRAMING 2-1/2' FOR 14 GA FRAMING File Copy 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POSTAND RAFTER WITH (2) #12-14 x 3/4" SOPS AT EACH END (4 PER BRACE) — BRACE SECTION Not To SeWe 1-112" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x We SDF SPACED NOT MORE THAN 48" O.C. 26 GA. -METAL -ROOF — PANEL TS RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale 11111 B CwHTO R j� "a. INC DELAND. CF • •, a �� Ce usa to of • .o l��' i ?v--•�- 7tam Fimlda � � CIV� 1,Ita�Y ' GENERIC PLANS FOR USE I i ISiiA O FL RID 01/021`18 MBECHWL ENGINEERING MKe NTS AM TEFIM am en�arro onaale«xau. Yu�luus »o aormm 000" RR G18001 lj � TB I SHEET 3 OF 5 MINIMUM INSTALL 1/2" x MINIMUM 6-117 EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER POST ALONG SIDES AND WITHIN 6" OF EACH END WALL POST ALONG END WALL SECTIONS MINIMUM 2-1/2' EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #6s CONTINUOUS INSTALL 1/2' x MINIMUM 6.1/2" EXPANSION DRILL 5/8" HOLE THROUGH THE ANCHOR THROUGH BASE RAIL WITHIN 6' OF BASE RAIL AND SECURE TO EACH RAFTER POST ALONG SIDES ANCHOR EYE WITH 112' DIAMETER THROUGH -BOLT \f•----}—MIN. 6' TOP OF ASPHALT PAVEMENT I I OR STABLE GROUND SURFACE MINIMUM 4' CONTINUOUS 4" CONCRETE PAVEMENT 2-1/2" EMBEDMENT ®NCRET'BASE_zI�A1L ANCHORAGE �1 CONCRETE BASE RAIL ANCHORAGE Not To Scale Not To Scale (OPTIONAL -OPEN CARPORTS ONLY) DRILL 518" HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER THROUGH -BOLT MINIMUM 4" CONTINUOUS 4' WASHERS 24" 16 GA U-CHANNEL BRACE (V TO T POST) 48' 16 GA U-CHANNEL BRACE (V TO 14' POST) —TS CONTINUOUS BRACE ANGLE SHALL BE MIN. 45' BASE RAIL TO MAX. 60' FROM HORIZONTAL NIPPLE TO\16'LL RAFTER (SEE GROUND ANCHOR SCHEDULE, SHEET 1 OF 5, FOR REQUIRED ANCHOR) EYE ANCHOR—` Y CONCRETE BASE RAIL ANCHORAGE o 8 E Not To Seale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) -S TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOORI / WINDOW FRAME POST TS BASENWINDOW RAIL OR NONSTRUCTURAL HEADER 2°x2"x2° 16 GA ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4) #12-14 x 3/4" SDPs, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CUP POST TO RAIL ONLY ON POST TO RAIL, TRUSS CHORD, OR ANON -STRUCTURAL HEADER CONN. DETAIL Not To Scale 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 314" SDPs WASHERS —TS CONTINUOUS BASE RAIL EYEANCHOR 5/8' ROD 48' LONG WITH 6" HELUC OR 5/8' ROD 60' LONG (SEE GROUND ANCHOR WITH r HELOT, SCHEDULE, SHEET 1 OF 5. AS APPLICABLE FOR REQUIRED ANCHOR) BASE RAIL DEEP ANCHORAGE 1 C' Not To Seale NOSCREWS REQUIRED IN BOW BEND BOW RAFTER DRILL 51W HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2" DIAMETER THROUGH -BOLT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE, 2" WASHERS TS CONTINUOUS BASE RAIL EYE ANCHOR (SEE GROUND ANCHOR 518" ROD 30" LONG SCHEDULE, SHEET 1 OF 5, WITH DBL V HELIX fOR APPLICABILITY) BASE RAIL ANCHORAGE 1 D Not To Scale 24' 16 GA U-CHANNEL BRACE (V TO T POST) 48' 16 GA U-CHANNEL BRACE (9 TO W POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60° FROM HORIZONTAL NIPPLE TO 3/16• BASE RAIL 3" 3e 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x Wf S RAFTER POST SELF -DRILLING FASTENERS sOABOXEAVE RAFTER/POST DETAIL (�) BOW RAFTER/POST DETAIL Not To Scale Not To Scale TS POST 2" x 2' x 2" 16 GA ANGLE CUP SECURE TO POST AND TOP OF TS RAFTER POST 7 HEADER, OR BOTTOM OF WINDOW RAILIGIRT WITH (4) #12-14 x 3/4" SDPs (2) ON TOP OR BOTTOM, (2) ON SIDE -1-1/2' x 1-1/2' x P' 16 GA CUP __--TS NONSTRUCTURAL ANGLE SECURE TO HEADER POST AND BASE RAIL WITH (4) #12-14 x 3/4' SDPs, (2) ON TOP, (2) ON SIDE �TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) --^ "Y----_ �TSCONTINUOUS BASE PAL --^ NON-STRUCTURAL HEADER, WINDOW s END POST/BASE RAIL CONN. RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale " Not To Scale 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 31C SDF's RAFTER POST CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL J Not To Seale BECHTOL ENGINMRO AND tM 6WWESTNEWYORK OM AND, FLORIDA Ce1lNkate oi9ldhodsa8�w 'Thoous Florida I GENERIC PLANS FOR USE IN H O yr T BECHrOLENGWEMNG MIB a■M■rlAv NL O N1�1�1, Am YNoe1�s 7k59q CiGIQD6 NTS d G18001 SHEET 4 OF 5 P, k 2'x2U 16 GA ANGLE CUP 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 �1 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' SDFS (2) ON TOP, (2) ON SIDE TS RAFTER POST 1-1/2' x 1-1/T x 2' 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4' SDFs. (2) ON TOP, (2) ON BOTTOM GABLE RAIL GABLE RAIL TO RAFTER POST CONNECTION DETAIL � r ~ Not To Scale #12-14 x 3/4" SDF @ 12' O.C. 3A. 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 TO 3/16' DBL HDFL W LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3147 SELF -DRILLING FASTENERS 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 POSTAND GABLE RAIL WITH (4) #12-14 x 310 SI TOP AND BOTTOM i 1-1/2' x 1-1/2" x 2' 16 GA CUP 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 3/41 SELF-DRILDNGFASTENERS— TS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL 11 B Not To Seale RAFTER POST LONG TS NIPPLE 118• SECURE WITH (4) #12-14 x 3/4' [IV SELF -DRILLING FASTENERS ALE TS HEADER NIPPLE TO DBL HDR. (:�) RAFT R POST/HEADER DETAIL Not To Scale NIPPLETO> 3/16• RAFTER RAFTER 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDFs, 24' 16 GA U-CHANNEL BRACE (S TO T POST) 48' 16 GA U-CHANNEL BRACE (& TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL 6" LONG TS NIPPLE SECURE WITH (4) #12-14 x 3/4' SDFs RAFTER POST SIDE EXTENSION RAFTERIPOST DETAIL 12 Not To Scare 6' LONG TS NIPPLE SECURE EACH WITH (4)#12-14 x 314' SELF -DRILLING FASTENERS - /—TS POST BASE RAIL 3/1\� I, / NIPPLE TO 7--\ BASE RAIL RAFTER POST/BASE � BASE RAIL CONNECTION DETAIL Not To Scale 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'x2'x2' 16 GA ANGLE CUP SECURE TO POSTAND RAFTER WITH (4) #12-14 x 3/4" SDFS, (2) ON RAFTER, (2) ON POST POST / LEAN-TO RAFTER CONN.-DETAIL J Not To Scale —TS POST Ll BECHTOL . 1 G,�jlgD • �i,MC. TS NON-STRUCTURAL 605 WEST S y i HEADER Carmcato o1�tkli No. •• O 0 ;3 ---------------- j #1 12' O.C.4' SDF — ( — I— I ol 9do3 air •i ((� . I SWINGING DOOR I INTERIOR FXT>wRIOR, a '�j�`s�•��RIDP•,•'• (Size varies, see plan) • . TONAL ��NG�`\• 111 TS POST I - -- ---- - —_� - GENERIC PLANS FOR USE IN THE STAT FFLORI A SECTION N2118 ot To Seale A BEAIMD G/NE UNG � M� scum. 0Nm Am emsa»n ammkru. ommNtx i. �oNo oxmtEas RR mff�i Mmmu G18001 c�r�ft: um MUMLS ;wormmwlwmmllll SHEET 5OF5