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GWB <br />S U S D G WB' <br />s <br />— VERTICAL 12 GA. HANGER WIRE <br />NOTE: INSTALL SUSPENDED CEILING SYTEMPER <br />SPACED 4'-0' O.C. ALONG MAIN BEAM <br />MANUFACTURE'S ICC EVALUATION REPORT. <br />TO STRUCTURE ABOVE. <br />i — () 12 GA. WIRES SECURED TO HO <br />3 <br />1 <br />MAIN BEAM WITHIN 2' Or — <br />CONNECTION OF V RTICL E STRUT TO <br />MAIN BEAM SPLAYED 00 DEGREES <br />FROM f!A. OTHER 45 DEGREES MIN. <br />FROM CLO PLANE. LATERAL FORCE <br />I <br />= <br />BRACING SHALL E! PLACED 12 G a O.C. <br />I <br />b, I <br />IN BOTH DIRECTIONS. W/ THE! FIRST <br />POINT WITHIN 6'e ' FROM EA WALE,. <br />I <br />SECURE TO STRUCTURE!ABOVE. <br />E <br />HD MAIN BEAM <br />" A.C.T.`�. <br />i <br />CROSS RUNNER <br />i <br />NOTE: HANGER & PVRIM TER WIRES MUST BE PLUMB WITHIN 1 IN <br />UNLESS COUNTER SLOPING WIRES ARC PROVIDED. <br />" MAX. TYP. <br />L;-"�-C�T. SWAY BRA C' E <br />DOWNSPOUT STRAP <br />FASTEN TO <br />TALL PANEL WITH <br />WALL STITCH RSNR <br />BEND TAB <br />TO SECURE BOTH <br />HALVES OF STRAP <br />TOGETHER <br />2 STRAPS PER <br />1 U' SECTION OF <br />DOWNSPOUT BOOT <br />CONNECT T <br />APPROVED OUT —FLOW <br />4" PVC, PNT, <br />CONNECT TO TIGHTLINE <br />VERTICAL STRUT <br />1 '-0' O.C. <br />SCALE: 3$21°- ' <br />_-�L I G H T F` I S U PP-T 0 R T <br />N.T.S. - - N.T.S. <br />NEOPRENE CLOSURE <br />STRIP TYP. BACKER ROD AND <br />FSEALANT <br />METAL WALL------, <br />CONNECT TO GUTTER <br />AS REQ'D PER MANUF. <br />3 X 4 ALUMINUM <br />SMOOTH RACE DOWNSPOUT — <br />FASTEN TO D0%NNSPOUT CONT. VAPOR <br />NIPPLE j 3 POP BARRIER <br />I <br />RIVETS <br />5/ ' GWBL ' <br />SEE R® PLAN V.B. PNT. _ t <br />FOR QUANTITY UE R-21 BATT <br />DOWNSPOUTS _..__,,_ __ s. _' ..___---_ <br />PLAN <br />T 1) 0 W IN' SF-", 0 U T T <br />M L..:-: W A L F�AiN <br />SCALE: . <br />RAKE <br />FLASHING <br />CLEAT <br />2XIO CEDAR FASCIA <br />D PNT. <br />2' CONT. MTL- <br />STRIP VENT <br />DARK BRONZE <br />lx4 CLEAR T&O C AR— <br />/ CLEAR SIKKENS STAIN <br />FLASHING TUCK <br />UNDER MTL SIDING <br />YNTHTI -- <br />TON <br />SYNTHETICSTONE <br />VNR <br />TAL 'C' CLOSURV <br />TYP. AT PANELS <br />SCALE:%l' g <br />5/8* GWB <br />AmTT IN UL. <br />2xG FRAMING <br />ALL WIRE TIF—ARC 1" () <br />TIGHT TURNS AROUND ITSELF <br />N T: INSTALL SUSPENDED CEILING SYSTEM PER <br />MANU A TUR ' !CC EVALUATION REPORT. <br />WIRE TIES <br />f'LU M B I N G Vk-\; DETAIL <br />TYPICAL ROOT CONSTRUCTION <br />METAL DRIP FLASHING <br />FASCIA BD PNT. <br />3 f <br />..._ DOWN SPOUT CONNECT — <br />1° SHEATHING SECTION <br />TO T'I HTLIIN AS R° <br />SCALE. 3'mly- ' <br />1 /4-14 x 1 1 f " S.S. <br />ROOF STITCH ESNR <br />(702**) AT 4" O.C. <br />AROUND PERIMETER <br />OR BASE <br />NOTE: INSTALL SUSPENDED CEILING SYSTEM PER <br />MANUPACTUR 'S ]CC EVALUATION REPORT. <br />24 GA. MTL <br />MECHANICALLY SEAMED <br />STANDING SEAM ROOFING <br />SLR VENT <br />BASE (VB12) <br />NOTES- � 3/16" x 7/8a TAPE <br />is 12" DIA VENT CAN NOT HE INI TALLER MASTIC (0068) <br />AT THE RIDGE LIT" CAR IN THE FIRST AT PERIMETER <br />PURLIIN SPACE OFF' THE RIDGE. <br />2a FIELD LOCATE AND CUT OPENING <br />IN SEAMED SLR PANEL FORccz:::z___j <br />HORIZON 12 VEHT <br />IN ULATION <br />RETAINER (IR2) <br />OPTIONAL. <br />ETAIL-- - Ng -- <br />BEND FLASHING USN & ONTO <br />ROOF PANELS ATTACH <br />FLASHING TO C ks"' Pa =A­ <br />2XIO CEDAR FACI <br />PRIMA AND PAINT <br />f <br />F <br />1 <br />j 2' CONT, <br />MTL. STRIP <br />VENT <br />DARK { <br />RONZ <br />14 CLEAR T& 6 CEDAR <br />1/ CLEAR SIKKNS STAIN <br />GOAL : YnV-0' <br />w <br />— SUPPORT WIRES <br />SEM A.C.T. SWAY <br />BRACE OETAIL, TYP. 12 GA. MIN. <br />VERTICAL STRUT CAPABLE <br />OF RESISTING VERTICAL <br />LOADS 0 s1 ao ' O.C. <br />BEGINNING :6'-0' FROM <br />WALL <br />ART. <br />fp i �q <br />!` E9YIT S9 R.s°8HD"�4IT 391 <br />CONDUIT <br />gw <br />1 Rdr <br />' MT CONDUIT UP <br />TO '6' <br />1® EMT CONDUIT UP <br />TO 10' <br />R <br />1 ' METAL STUD (25 <br />G-AU ) <br />TO ,- ® <br />IPAUP <br />1m METAL STUD (5 <br />AUG ) <br />UP TO 10' <br />USE' HEAVY DUTY <br />? T- AR GRID SYSTEM <br />NOTE: SUSPENDED CLO SHALE,, BE IN TALL0 PER ASTM C6566, <br />CI CA ZONES a4 & ASCE 9.6.2.6.2.2 <br />C L I <br />N BRACE <br />1 N7.S. <br />i ION "CRAP UV R ALL T RAIN <br />NTR SUPPLY PIPES PER IC <br />I009 SECTION 606.6 <br />LAVATOR' D[r---TAIL <br />NEW SCALE HOUSE FOR: <br />INTERWEZE)T CONSTRUCTION, INC. <br />2320 RAILWAY AVENUE <br />pk� I'' <br />CONTACT: <br />ROY WIHART <br />(3 0� 6 1-5518 <br />SCALE: 3'ml'- � 0 <br />F NTJ 175E <br />10/9/20 ISSUED FOR PERMIT <br />#SET TITLE. <br />DETAIL <br />PROJECT ARCHITECT: <br />Pic <br />DRAWN Y: <br />Pic _ <br />DATE <br />\:ARCH\20\DRAWINGS,20-423 <br />COMPUTER FILE NAME <br />■ <br />TYPICAL RAKE CAN'00y <br />SCALE: Yql'- " <br />_"�YTL- WALL PAK'EL <br />�:., T ova C A F"I"' _S C A E: Ym V- 0' <br />T Y P I u` A L Gu"T T['--: R <br />SCALE: %l'- ' <br />f'EAb. DETAIL, <br />