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Home My WebLink AboutMETAL CARPORT INSTALLATIONVED S-LIST _ F C PRO =PRODU�I _ - METALZARPORT.INSTALLATI.ON PLANS=AND DETAILS PRODUCT CATEGORY SUB: CATEGORY MANUFACTURER APPROV A L MAXIMUM ALLOWABLE AND... . No. SD ATE . FRAMING AND FASTENER SPECIFICATIONS 1 .- _ . SPEED WIN_ D Q va S i2ALCOMPONENTSM —RQOFIDECK R' _ CAROLINAkC�RPORTS IN a ; FL20717.1 180 sT. i"C! . CC�LNfy �U"ING D�IMION FOR CONSTRUCTION 26 Gauge AGPanel "10 13/16 ��.�r E�4i D. PO IN THE. 'kiS�T�CT�URAL-COMPQNENIS_ ' STRU.CTIIRAL Y ALL' -�CAItOLINA CARPOF3TS;_INC - �>L207,27_ 1 180 FLORIDATATE OF SPREP .26 Gauge AG' Panel 10/13/16 :AIT f')Lt . '3 PREPARED OR. fiEXTERIOR-DOORS - SWINGING ,ELIXIR DGWR AND METAL�COMP„�ANY FL17996:3� �� - =139- A.-NIJ.P L1y --N O LNSPECTION WII,L BE MADE. �� LINACARPORTS, INC. � P.O. Box 1263 ' Sens 'e 402 14 �09/07/1�_ • , �. D OBSON;NOR TH CAROLINA . 27017 EXTERIOR DOORS_ SWINGING ELIXIR;DOOR AND METAL COMPANY FL17996.5 170 Series 40T 09/07/15 :PREPARED BY-: BEC IN C. NYORK. �EXT;�ERIOR DOORS �ROL•L--UP '"`�' ` A TA INDUSTRIES IN - �� '� �� F1.8888 1 0 05 WEST NEW AVENUEG� M •Mode`I203: - = - .. - 05l31/15 : DELAND, FLORIDA 32720 1NINQOWS SINGLE.HUNG�. POCAHONTAS ALUMINUM COMPANY; )NC 1 Certifigte of Authorization No. 00005492: 1 w.OL�1294a 'Mod. %0 VS - - 105116 WINDOWS. SINGLE HUNG MI WINDOWS AND DOORS FL17499.1 . , 180 CONGEALED FASTENERS OR ATTACHMENTS Model 185 SH. ::. 08/05/16 . . TABLE 1 .. - RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ERS ALONG RAFTERS O ON=CENT R MAXIMUM- PURLINS, AND POSTS OR.GIRTS WIND ULTIMATE-:. NOMINAL POST /RAFTER : (INCHES) RISK -EXPOSURE WIND SPEED. WIND SPEED SPACING - INTERIOR END. CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS; T0415U °s89' TO 151 TO.180 . 117 TO ' 139 4:0 . 6 6 _ . GROUND ANCHOR$CHEDULE -ULTIMATE WIND.SPEED (mph) 110 •'120' 1;30; 140-156-160' 1.70' 180 H 0 o. 12 14: 16 .1$ 30" Anchor Detail;l.D — 7 A8"Anchor DetaillC — 20. .22- 24 ... _ J m 26 28 30 160"Anchor Detail'1C ARE THE RESPON9810 IFOF THE S0POSED WORK ARE SUBJECT. TO ANY CORR116TION6' REQUIRED BY FIELD INSPICT9R8 TWAT MAYBE NECESOARYIN CAORR TO COMPLY WITH ALL APPIJ6ABI,B COCRR, ;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 DETAILS 1.C:AND.1 D SHQWN.ON SHEET 4 OF 5. HIS IS TO CERTIFY THAT THE CALCULA I IUN5:AND 'SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY channel roof purlins. THE:UNDER81 NED PROFESSIONAL ENGINEER; AND 2. Specifications applicable only for mean foof height'of 20 feet or less, and roof slopes of 7°.to 27° (1.5:92 to 6:12 pitch). Spacing _ ARE IN ACCORDANCE WITH THE REQUIREMENTS OF requirements forother roof heights and/or slopes rnay.vary. SECTION 1609 OF THE FLORIDA BUILDING CODE, •(2014). FIFTH EDITION THE PLANS ARE VALID UNTIL GENERAL NOTES: :. THE -NEXT KEVISIO A BUILDING CODE.. ��gFITHFP�f�,� 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, �� A �� : O"�',�. INGRESS/EGRESS,.PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENT$ ARE THE. RESPONSIBILITY OF, OTHER$; '; ♦. •°1!. J 2. THESE STRUCTURES ARE'DESIGNED AS UTILITYlSTORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE. LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED IN; WHICH BEC - NGINEERI A ZINC: 605WL9T .. EXERT ADDITIONAL LOADS ON THE: STRUCTURE SHALL BE AT THE OWNER'S RIStC BECHTOL ENGINEERING AND TESTING, INC.; :,HALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. �TORKAVENUEf' /.. Dt1At�RibA 32720 - Certifies maetlon s ;0 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 SEAT WASHER @ 6' O.C. AVERAGE. 5. ALLFlorida FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4° SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP:FRAMING CONNECTIONS_ SHALL BE WELDED. Tho s -' 6. CONCRETE SHALL.HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2506 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40: I �� •-.•• 6me-,``��` 7• BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EVERY POST AND ONE WITHIN 6" OE EVERY POST T 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• 9• CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252: OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. VARO LI NA CARPO T 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 FIFTH EDITION (2014) (FBC FE 2014) - RESIDENTIAL, AND SECTION 1616.1 OF THE FBC FE 2014 -BUILDING. BECHTOL ENGINEERING a _ 6/20/17� a. 1.1• 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS). NIPPLES ARE 2-1/4".x 2-1/4" 12 OATS FOR 14 GA FRAMING. 12 GA FRAMING IS 2=1l4" x 2-1/4" TS. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING. AND'TESnNG, Inc. r�rS G17001 eaauutm CWMrM t W WWW[AL AM Wro°us nsM 00CM c°a,mmmNmvmairtimmsisx TB - .- SHEETI.OFS BOW FRAME RAFTER OPEN -CARPORT HORIZONTAL ROOF TYPICAL SIDE ELEVATION TYPICAL END ELEVATION' NOT TO'SCALE NOT TO SCALE BOX SAVE 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 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 (As applicable) : (As applicable) TYPICAL SIDE ELEVATION - TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED _BLDG -HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable).. (As applicable), TYPICAL SIDE ELEVATION NOT TO SCALE- ' TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL END.ELEVATION NOT TO SCALE " 6SED BLDG_= VERTICAL -' ROLL -UP DOOR . SWINGING DOOR !As:applica.ble)_ (Asappllcable) BOWFRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) , TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO' SCALE BOX EAVE FRAME RAFTER UTILITY. BLDG -: HORIZONTAL ROOF ROLL -UP. 0009 SWINGING DOOR (As applicatite) : &Maable) TYPICAL 81DE-ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE BOX EAVE :FRAME .RAFTER UTILITY BLDG -VERTICAL ROOF ROLL -UP DOOR . SWINGING DOOR' (As applicable) (As applicable) TYPICAL.SIDE ELEVATION. NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL.END ELEVATION. NOT TO, SCALE: ,�•►1if111///��, HTQIs -. NO �G%TE� G, INC. ES TDI K•AVENU�J DELANl3J!L�tID .. 32720: C►� Certifi OfAut Lion N •• • r • r mae tel, P orlda1i eN CAROLINA IN.0 BECHTOL ENGINEERING s AND TESTNNG, Inc. W=M emu. m mkWM um Wmmus rtsnw mwwm G17001 TB SHEET 2OF5 26 GA. GALVANIZED METAL ROOF. PANELS FASTENED 26 GA -GALVANIZED METAL ROOF PANELS FASTENED 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH #12-14 x 3/4` SDFsWTTH CONTROL TO RAFTERS WITH #12-1.4 x 3/4" SDFS WITH CONTROL TO PURLINS WITH #12-14 x 3/4" SDFs WITH CONTROL - SEAL WASHER @ AVERAGE,6" O.C, SPACING : SEAL .WASHER @ AVERAGE 6" O.C_: SPACING SPACING AVERAGE 6" O.C. SPA SEAL WASHER @ C �. _ - 12 Q3 a Q9 1-1 /2" 18 GAUGE FURRING 5 CHANNEL (PURUN) '- - 2 24' 16 GA U-CHANNEL BRACE 24" 16 GA U-DHANNELBRACE 4 .. A WITH FASTENED 3f44" 0 WITH FASTENED 3?4 DF SS S SRAFTERA 24° 16'GA U CHANNEL BRACE w EACH END (4, PER BRACE) . _ EACH END (4 PER BRACE) . _ FASTENED TO RAFTER WITH'. rs . cL9 - 2 ) 12-14 x 3/4' SDF's, AT :' . t '24' MAXIMUM RAFTER SPAN ONSINGLE RAFTER a 24' MAXIMUM RAFTE0.SPAN ON SINGLE RAFTER . _ - EACH END (4 PER, BRACE) �24' - - - $/HEM '4J 44't030'RAFTER SPAN REQUIRES A TRUSSED :RAFTER _ � . t 0. >24'TO 30' RAFTERSPAN REQUIRES A TRUSSED RAFTER . t. W - �� - .- 1 OF 6 _ - . AS SHOWN.ON THIS SHEET - - - - ' r - AS SHOWN ON THIS SHEET - q MAXIMUM:RAFTER SPAN ONSINGLE RAFTER _ - >24'TO NY RAFTER SPAN REQUIRES,A TRUSSED RAFTER - p AS SHOWN ON THIS SHEET' . , 4 TYPICAL :: TYPICAL INTERIOR RAFTER/POST. INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME - _ FRAME SECTION'- BOX EAVE:=. HORIZONTAL ROOF __ _ TNPIGAL:INTERIOR ICAL RAFTERGA6LE END FRAMING PLAN • } NOT To SCALE' NOT TO SCALE. - VMROOF �Tl NOTPOSWFRAMESEC�TION '-NOT-TO SCAL'Er . RRING FASTENED �RAFTER UGE UWITH LENGTH VARIES "DEPENDING ON .. LENGTH VARIES DEPENDING ON. TO EACH 2 #12-14 zL3/4" SELF -DRILLING NUMBER AND SPACING:OF RAFTERS-' NUMBER AND SPACING OF RAFTERS FASTENER SPACED NOT MORE THAN 48" O:C.' 17 SEE LE I SEE - .-SEE. TABLE 1 SHBEET TABLE 1 . TABLE 1 SHEET. 1 OF5 . 1 OF 5 .. SHEET 1 OF 5 SHEET 3 3 3., 1 OF S 4 y LENG VARIES DEPENDING ON NUMBER - AND SPACING OF RAFTERS TYPICAL RAFTERIPOST FRAMING PLAN-- BOW'FRAME TYPICAL RAFTER/POST FRAMING PLAN; BOX EAVE . TYPICAL.. TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE „ NOT TO SCALE . POST/RAFTER FRAMING PLAN- VERTICAL ROOF NDrTo scALE NOT'TO SCALE SEE E I 1-1/2° 18 GAUGE FURRING CHANNEL FASTENED - OPENING FOR SWINGING .. DOOR WITH NON-STRUCTURAL SHEET 7 1 OF 5 FULL 6" WELD TO EACH RAFTER WITH (2)#12-14 x 3/4" SDF HEADER . s BOTH SIDES SPACED: NOT MORE THAN 48" O; C. g g 6• g 4 g 4, 26 GA METAL R . . ROOF 4_—PANEL-- 4- . FOR DOOR .. .q - - wrrHSTRucruRAL STRUC ..4 '- Fon vrm+;ooaa g 4 5.'. _ _• '. .. 10" (TYPICAL) 12; MAX OPENING FOR' ROLL UP DOOR WITH � / WELD ALL WEB CONNECTIONS. —.,� 10 4 3 s q.' NONSTRUCTURAL ; HEADER: �s 4y 8 SIDES . g _ '4 '4 •q• 4. 4 4r4fIA - .q - - - - - OPENING'FOR WINDOW WITH • " ..� ...- - .IROOF PANEL ATTrAC'HME(T: NON-STRUCTURAL HEADER . - - - AND WINDOW RAIL TYPICAL - AITERNA ERTICAL ROOF PANELS)"' ( TE FOR V TYPICAL SIDE WALL OPENINGS FRAMING PLAN (ALsoaoalleabtetoEndwaUsl END WALL OPENINGS POST/RAFTER-FRAMING PLAN : , .. OPTIONAL 24.'-1" TO 30'.TRUSSED RAFTER _ -BOW,' .. _ : Notr_a_spai''—� NOT T,O'SCALE .. NOT TO SCALE NOT TO SCALE. - BECHTOL: qfl 1IG, INC. • �� 6D5 WEST Y"212 .12 NbE•:::. DELAND, Ce'' tuition o FULL 6" WELD ^ i BOTH SIDES�. .4. 13 - 6• .. - .. j, .- - 5, .. .. •. 2-1/4" FOR oma,� P.E. • 24' 16 GA U-CHANNEL BRACE 2 12 GA FRAMING Floridai3ce O, FASTENED TO RAFTER WITH 4 2-112' FOR ^ • (2) #12-14 x 3/4" SELF -DRILLING 14.GA FRAMING ' N SCREWS AT EACH END 5' ' o (4 PER BRACE) / .• / O •��•.•,q 3. WELD ALL WEB ••,, ' 3 1 t _ CONNECTIONS, 16 GAUGE U CHANNEL BRACE CAROLINA C INC. 4 4 4 4 BOTH SIDES FASTENED TO,THEPOST AND RAFTER WITH (2) #12-14 x W4' SDFS /itL lilt, 7 AT EACH END (4 PER BRACE) ROOF EXTENSION OPTION MAIN STRUCTURE TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) STANDARD LEAN TO OPTION OPTIONAL 24'-l" TO 30' TRUSSED RAFTER -BOX EAVE BRACE SECTION BECHTOL ENGINEER/ I Kim o RRAND " e. ' f zS n TES77NO, Ina . NOT TO SCALE -(BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) NOT TO SCALE - Not To Scats odtsi,ui�o oman�ocu, olv"oglAxuu. Yo. Wmws nsnNo "". TB k q �k a G17001 SHEET JI OF 5 EMBEDMENT f21 ON ITHIC.CON.. FOOTING (26bD PSI MIN.) REINFORCED WITH 2 #5,'s CONTINUOUS ��►C ETE�BASyE�R�AIL�iA�NCH_O�tA E �_ •� �� A "% Not1T�Ie (OPTIONAL)'"'- ,-_ DRILL 5/8" HOLE THROUGH THE 2` WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 11Y DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL' (SEE GROUND ANCHOR MINIMUM 4' SCHEDULE; SHEET 1: OF 5, FOR REQUIRED ANCHOR) ZCONTINUOUS4'. CONCRETE PAVEMENT. . EYEANCHOR ' ��tE�nRETE BASE RAIL ANCHORAGE.. OPEN CARPORTS.WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 16) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST 2"x2'x2' 16 GA ANGLE CLIP • SECURE TO'POST (EACH SIDE) TS BASEIWINDOW RAIL OR AND RAFTER CHORD/RAIL.WITH NONSTRUCTURAL HEADER (4) #12-14 x 3/4" SDFs, (2) ON TOP OR BOTTOM, (2). ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POSTSHOULD BE FLUSH WITHRAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR 4 NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale f:. :.. INSTALL.1/2' x MINIMUM b" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES AND INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS MIN. 6" MINIMUM 2-1/2". EMBEDMENT MINIMUM 4"- CONTINUOUS 4' CONCRETE PAVEMENT CONCRETE,BASE RAIL ANCHORAGE 1 B Not.To Scale . (OPTIONAL= OPEN CARPORTS ONLY) ' 24: 16 GA U-CHANNEL BRACE qTO T POST) 48' 16 GA U-CHANNEL BRACE (V TO WPOST) :BRACE ANGLE SHALL BE MIN. 45' TO MAX: 60' FROM HORIZONTAL NIPPLE TO 3/16' RAFTER TS RAFTER �o 6• i 6- LONG TS NIPPLE - SECURE POST TO NIPPLE WITH (4) #12714 x 3/4" SDPs TS RAFTER'POST EEO EAVE RAFTERI 'LOST DETAIL NofT6 ale 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 "-TS CONTINUOUS BASE RAIL 5 ENnD POST/BASE RAIL CONN. cale DRILL 5/8--HOLE THROUGH THE 2" WASHERS BASE RAIL AND SECURE TO, ANCHOR EYE.WITH IO DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL TOP OF ASPHALT PAVEMENT . OR STABLE GROUND SURFACE EYE-ANCHOR- 5/8• ROD.48' LONG WITH 6".HELD( .OR 5/8' ROD 60' LONG -- (SEE GROUND ANCHOR . WITH T HELIX, SCHEDULE, SHEET 1 OF 5.. AS APPLICABLE . FOR REQUIRED ANCHOR) BASE RAIL DEEP .ANC.HORAGE �' Not To Scale - TS BOW RAFTER NO SCREWS . . REQUIRED_ IN BOW BEND DRILL 518' HOLE THROUGH THE 2" WASHERS BASE RAIL AND SECURE TO ANCHOR, EYE WITH.1/2' DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL TOP OF ASPHALT. PAVEMENT OR STABLE GROUND SURFACE EYE ANCHOR r (SEE GROUND ANCHOR 5/W ROD 30' LONGSCHEDULE, SHEET 1 OF 5, WITH DBL4" HELIX. FOR APPLICABILITY) BASE RAIL. ANCHORAGE 1 D NofTo Sale 4' 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. SO' FROM HORIZONTAL NIPPLE TO XI6' BASE RAIL `.8'.LONG TS NIPPLE — SECURE RAFTER AND POST TO NIPPLE WITH.(4) #12-14 x 314" .POST .' SELF -DRILLING FASTENERS 6' LONG TS NIPPLE SECURE POST TO NIPPLE - WITH (4) #12A4 x 3/4' SDFs TS RAFTER POST TS CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL P�OS�T�DE-TAIL F ,_ J- Not To Scale . 2' x 2' x 2.16 GA ANGLE CLIP SECURE TO POST AND TOp OF HEADER, OR SOTTOM'OF WINDOW RAII/GIRT.WITH (4) #12=14 x 3/4" SDFs (2) ON TOP OR BOTTOM, (2) ON SIDE. . TS NONSTRUCTURAL HEADER \-TS WINDOW RAIL (OR GIRT 11 r II FOR VERTICAL SIDING OPTION), NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL s J Not To Scale /'//q� JENG,+,`�```` lllll CAROLINA CARPORTS, INC. 6/20/17 AU BECHTOL ENG/NEER/NG AND TESTING, Ina C0161LL7in ao�oNrJu. ONPO N MAl, AND WMMS TMM DrAf 1 '� nan�xm 11 TB CeAmb NNAotr.4n NL OOOOSIBI A.Pgov�+e..^Y±aa 6• rJ •�..�� _ 5 NIPPLE TO 3/16' DBL.•HDR: TS RAFTERPOST ' 8" LONG,TS NIPPLE SECURE'EACH WITH (4) #12-14 x 3/44 SELF. -DRILLING FASTENERS .6"LONG TS NIPPLE 2'x2°x2' 16 GA ANGLE CLIP 'SECURE EACH WITH 'LONG TS NIPPLE SECURE TO POST AND (4) #12-14 x 3/4 SECURE WITH (4) #12-14 x 3/4" O RAFTER WITH.(4) #12-14 x 3/4' SELF -DRILLING FASTENERS r� -SELF-DRILLING FASTENERS SDF's, (2) ON.BOTTOM, 1/8. TS POST (2) ON SIDE io ol 'TS BASE RAIL . TS END POST o i i ° r . OUBLETS HEADER _ - TS POST 3/16" NIPPLE TO . DBL. HDR. .. 3/i6°� ' NIPPLE TO BASE B � RAIL - � RAFTER. POST/BASE. . � END POST/RAFTER CON: DETAIL _ RAFTER POST/DBL: HEADER DETAIL RAFTER POST/HEADER DETAIL BA!SE RAIL CONNECTION DETAIL J Not To Scale �Not To Scal 9 Not To.Scale ' Scale ' 1-1/2" x 1=112" x 2' 16 GA CLIP ANGLE SECURETO RAFTER POST AND GABLE WITH (4) #12 14 x 3/4° SDFs, RAFTER POST TS RA TOP AND BOTTOM : NIPPLE TO. 3/16' . 6" LONG TS NIPPLE 1 • RAFTER SECURE WITH (4) #12- 4x 3/4' SD,Fs 2"x4" 16 GA PLATE (ONE:REQUIRED) SECURE. TO EITHER SIDE OF TS RAFTER 12' LONG TS NIPPLE. POST/RAFTER CONNECTION �1-1l2° x 1=1/2' x 2" 16 GA CLIP WITH (4) #1 x 14.' SDF's; ANGLE SECURE TO RAFTER' - 2 POST, ON RAFTER AND GABLE RAIL WITH (4) 1-1/2" x 1-1/2' x 2' 16 GA CLIP ANGLE - SECURE POST' TO NIPPLE : WITH (4) #12 14:z.3/4' SDF's, ON POS SECURE TO RAFTER AND GABLE • • TS LEAN-TO RAFTER #17N BOT/4'.SDF's, 2 ON TOP, RAIL WITH 4 #12-14 x 3!4''SDFs, � • • 1-1/2' x 1-1/2' x 2" 16 GA 2 ON BOTTOM ( ) 2 ON TOP, 2 ON BOTTOM. CLIP ANGLE SECURE TO � � RAFTER POST AND GABLE 6° RAIL WITH (4) #12-14 x,'3/4" SDF's 2 ON TOP, 2 ON SIDE TS GABLE RAIL ° 24'.13 GA U-CHANNEL BRACE (5' TO T.POST) 2"x2"z2° 16 GA ANGLE CUP 6" LONG TS NIPPLE . 48' 16 GA U-CHANNEL, BRACE 8 TO 14'.POS SECURE TO POST AND TS RAFTER POST ('. T) SECURE RAFTER AND: POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 45' RAFTER WITH (4) #12-14 x 3/4°. TO NIPPLE WITH;(4) #12-14 x 3/4' TO MAX. 60° FROM HORIZONTAL SDFs; 2 ON RAFTER, :. POST SELF -DRILLING FASTENERS TS PO 2 ON POST GABLE RAIL TO RAFTER POST : Ts RAFTER POST . CONNECTION DETAIL, SIDE EXTENSION .. POST/ LEAN-TO RAFTER CONN. DETAIL t t ~ Not To. Sple • - GABLE' RAIL TO RAFTER POST RAFTER/POST DETAIL 13 CONN.ECTI.ON.DETAIL 12. Nct.ToScale U NoYTOScale . .� Not To Scale- .. TS POSTC LAY tMAs R•/Y #12-i4 x 3/4" SDF . Ts NON-srRucTURAL .'. I BECHTOLJIEERIfjtdy;AND T TIN6�jf�8j 12" O.C. — tom— 605 WEST YORK AVENUe�`.�'�o , @° HEADER —fT— DELAND; FGO A:32720 38s38 Certificate �A r�a0on 2 . 0 ----- ----- -- rr--.--- " / f r @12"O.C. 18CURTAIN 1 f) GA. Thomas _ chtet F I I I Florida L nsa •. O pA • �(j I.I SWINGING"DOOR - y �- INTERIOR EXTERIOR (Size'vades, sea plan)-- _ ROLL -UP DOOR GUIDE TO POST CONNECTION- DETAIL Not To Scale CURTAIN: 26 GA. galvanized steel with baked on epoxy primer & polyester top coat. ADSECTION Not To Scale