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Home My WebLink AboutDRB17-0018_A6.4 PLANS APPROVED.pdf salti OF..cpAiiiiiiiiiiiiiiif %I lig11 METAL DRIP EDGE FLASHING TO MATCH ROOF RE: SPEC Z 4 erC - METAL DRIP EDGE FLASHING TO MATCH ROOF GRID GRID RE: SPEC STNDING REASPEC SEAM METAL ROOF LINE LINE e t• STANDING SEAM METAL ROOFROOFS TO BE PROTECTED THROUGHOUT WITH 3Arco -,Z 4 _ RE: SPEC ENGINEERED SNOW PADS PER MAN F. 3'-0„ DRB C,_ _ / / APPROVED HIGH TEMP.VYCOR ICE AND WATER SHIELD- /-=-"" RECOMMENDATIONS PER ROOF PITCH AND SNOW 1/20/2017 KtC<tCStCStCSttS<SS<SS<SS<SS«S<tS<tSStS S«S<tCStCSt<«m SttS<tS<tS<tS<tS<tS<tSCttCttCttCttcccm «SS<CS<SKSCS <SC<tC<tC<ttS<SS<SS<SS<SSSSSK<SS«S<tS<tSStCStCSt< (50% �� 12:00:00 AM PROVIDE DOUBLE LAYER OVERLAP) FOR / ,, �� PR ILOADS RE: SPEC , �» '�� --' � _7- ' '�� FIRST 4'OF ROOF ABOVE EAVE � ..r...,,,,,,_ !!! frOR HIEE: S _ .._ LAP) OR"" �8" PD SHTHINGE: SG (--moi _ REVEAL JOINT RE STRUCTURAL 0/� CHASE FOR EXT. MONOPOINTS :- t h I GLULAM RAFTERS / 2X6 T&G DOUG-FIR DECKING W/ 1/8"X 1/8" �j I!i ' B E RG L U N D / _ / n j I 3'-10 1/8" RE: STRUCT. — ( REVEAL JOINT RE: STRUCTURAL _ _ ■■■:E ) ARCHITECTS, LLC. GLULAM RAFTERS RE: STRUCT. ■■■=� I KNIFE PLATE WITH SURFACE MOUNTED -• 41. ■■■E 1 STEEL BEAM RE: STRUCT. ■■■=,®_®®a ? \ ? THROUGH BOLTS RE: STRUCT. aldrKNIFE PLATE WITH SURFACE MOUNTED IIMI ■■■-�_ `� T.O. STEEL BEAM THROUGH BOLTS RE: STRUCT. ■■■ M■ ®== STEEL BRACKET WELDED RE: TRUCT / /� WELD ALL THREAD TO STEEL �� s �■�1\1=_-<-=-)� �� STEEL BRACKET WELDED I BEAM TO ALLOW INE_ ■�■■■� —< TO T.O BEAM ��-� ��A M■ ■■■=■� = -, TO T.O BEAM ATTACHMENT OF STEEL RE: STRUCT. FOR SIZING TO ■■■NE _; US Mail Only: P. O. Box 2378 RE: STRUCT. FOR SIZING PLATE AND LOCATION Mme_■■■=■�■■■■M■\ _--,) Physical/Fedex: 210 Edwards AND LOCATION �" \U■=■_■■■■=■■■■� =_ _ Village Blvd, Bldg A Suite A103 STEEL I-BEAM RE: RCP AND STEEL I-BEAM RE: RCP AND STEEL PLATE BOLTED TO ALL THREAD - _- _._�_ ■■■■=■■■■■■■■`L_, _ STRUCT. FOR SIZING STRUCT. FOR SIZING `` __ ____ Edwards, 926 4301, Fax: 926 __ ,_ ,:■,■■■■■■■� , ,, (9 0) 4364 ® __ ,■■■■■■■—■■■� S E 4/A6.3 FOR TYP. GLULAM hans@berglundarchitects.com MOUNT LIGHT TO STEEL PLATE ;�■■■■■—■■■■=`�®==-� ROOF ASSEMBLY (` �■■—■■■■M ----------- i www. berglundarchitects.com I I TUBE STEEL COLUMN RE STRUCT. ----------------------------------■■■'',,;;__� It TUBE STEEL COLUMN RE: STRUCT. \ y//1 1/2"T STEEL PLATE AT T.O. C CHANNELS ��`\�� `` 1 "Pi \ \ ---` �;�_�■■■■■�■■■11 . SIM. CONDITION @OPPOSITE �� ` 1l <\\� - __■■■■■=■■■■■Ilia_,,-- END OF ROOF -�_ \ 2X BLOCKING TO CREATE WIRE CHASE �r t� 1 � of C CHANNEL BEYOND WELDED TO STEEL COLUMN -*Mum WELDED TO STEEL COLUMN �� N�� Nt‘**' 1 i i 0 �� ---_�■■■■■■■■■■■�■a-<ae MOUNT MONOPOINT LIGHT TO STEEL COLUMN p/�11�vii �� a z_� _ - - - __- ■■ ■=■■■■■■Itl =- 1/2"T STEEL PLATE AT B.O. C CHANNELS 1 ►- M=EMMillt-_-_,____ -, LLI .1 \ �'��`��'� t��l� =■■■"� - - - - , - - - - , - =vim r I I SLOPED STONE CAP � ■■■=� ; � , _ _ � , �-=� � 1/2"T STEEL PLATE AT B.O. C-CHANNELS ■■■ � W W.P. MEMBRANE RUNS UP HSS COLUMN TO ' =■■■ � �� - / T.O. STONE CAP ABOVE. W.P. MEMBRANE ;, 0412 �L'!„A , \ Z 0 ) SLOPED STONE CAP r� ..� I■■:=i1� ��I �� TURNS UPSTEEL COLUMN 3 1/2". INSTALL �, �■■=;� ��n � , :7777 Q / / SEALANT BETWEEN STONE AND COLUMN. =� ■■■ : livki %T.O.WALL LU�IN�� I - moi iL - � j��' � RE: ELEVS AND SECTSNit , J 1 crNi i A USE PRESSURE TREATED FRAMING AND *. 0 > 1 1INEEN PLYWOOD AT ALL EXT. STONE COLUMNS 1=a: I® • \ / \ / d ■ '■ ■■ g: ► .411,410 CJ 5IMME i i N LLI > 0.5% ROOF RAKE ENTRY ROOF EAVE ENTRY ROOF '1ANNE ■■u a IXCis 10 1 1/2" = 1'-0” 8 1 1/2" = 1'-0" '.iiia 1 / 0 9% IFS T 11 // STEEL BEAM RE: STRUCT. Ce I / LLI 03 '' _ 11 LLI Ill • ming I - A8.1 �� GRID -m ._ .I / �� ws L E STONE SIDING RE:ELEVATION&SPEC I e+.,'2' T/ PROVIDE WEEPS OVER FLASHING @ / II 14.000° / KNIFE PLATE RE: STRUCT. 0 IX VB.O STONE OVER ROOFING RE:SPEC RE:RCP&STRUC / / A/ (2)P.T PLATES UNDER STONEL / LLI i ENTRY ROOF RE:DETAIL 3/A6.7 FOR DETAILED ASSEMBLY ( / 10X10 WOOD STRUT RE: STUCT. LLI 1- ^� L • CURVED C-CHANNEL STEEL HEADER i SLOPED STONE CAP O 511 I' / PAINTED TO MATCH WINDOW ROOF EAVE @ LOW ROOF @ LIVING �/ J ♦ -- FINISH LAG BOLTED THROUGH O CENTER OF C-CHANNEL TO O ROO M WINDOW HEADER RE:STRUCT. _ _ = 1 1 1/2" 1'-0" GRID M iw� Um CO �� liihINSTALL P.T 1x BEHIND STEEL �� GNID IN IP /MOUNT MONOPONT LIGHT TO STEEL COLUMN i i E I 1/2"MIN AND CONT.UP WALL FLASHING TO MATCH ROOFING MATERIAL RE:SPEC Z "' ri; 2"RIGID FOAM PANEL GLUED T.O. PLATE N TO 5/8"PLYWOOD TOP / ��////�� limen 11 S ` RE:ROOF PLAN 12 7 SHEET R-12.5+/-RE:SPEC. MM RE: ELEVS AND SECTIONS e / I 0 2 METAL FLASHING WITH DRIP EDGE TO MATCH �E t' C CHANNEL WELDED TO m.4 M� I STEEL COLUMN Jrmi PA I�� _i WINDOW COLOR RE:SPEC REVISION J _ _ _ _ _ \ m I I a i 0 iiiL AEP SPAN STANDING SEAM ROOFBEL IME / LAP WATERPROOF MEMBRANE1/2"T STEEL PLATE AT B.O. CCHANNELS - , i; OVER NAILING FLANGE AND ®_III t _ ®® - CONTINUE UP UNDER FLASHING INV UNDER BUILDING PAPER ��® I 1 �._ I l �_------ Revision INTERIOR LINE OF PRESSURE TREATED FRAMING AND ®_I IIlMi lM i= M1M No. Revision Date Description '�_ CRICKET RE:ROOF PLAN I` `!� HIGH TEMP.VYCOR ICE AND p JAMB EXTENSION AT WINDOW HEAD _ AIM I =- :. MmEm EXTERIOR PLYWOOD BELOW _ ■_� rm�■mow WATER SHIELD-LAPS OVER STUFFED IN INSULATION AND SHIM AS REQ'D I ' � IMt v= = BALLOON FRAMED WALL 6 01 17 17 ASI #6 -/\/ WINDOW RE:WINDOW SCHEDULE ®I IIlc ` �� RE.SPEC s� .®'®___________________________®......®®_®_— <ccccccccccccccccccccccccccc�cc�cc__; ®®�®�®�®�®�®�®��•�� c� LINE 0 - e NEER BELOW =� _ '�� -= �� A111 6 • 1/8"RIGID INSULATION PANEL _r_______ ;��. _■ - ��■■■■■■■■M■■�■■■ � WITH 5/8"PLYWOOD SHEATHING ®® w��■�� ■■�■■■■■■■■■■■■■■■■■■■' i I ■ GLUED TO 5 1/2"CONTINUOUS ��umillommilimili��■'■'��mil—limill • / I. RIGID INSULATION PANEL R-25 MIN. COLUMN P►' N • ENTRY RO• _ ■■■..■■■■■ ■ ■■■.■■■■■■■■.■.■■■■■■■■.■■.■■■ 2X8 WOOD FASCIA W/KERF CUTS 0 - iiiiiii III 11/2" = 1'-O" �foAMENEMME1111.1 ■■■m■■■■■■■■m■m■■■■■■■■w■■mr■ NOTCH GLULAM TO ACCEPT®1♦� o –■■■■■■■!