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HomeMy WebLinkAboutPlan, Final ENG 1/6/2014of3p es l��sscn Snsfi- �Q(�ie <��r� System A - I Mr NOTES: t � 1. REMOVE (E) FASCIA BOARD AND ROOFING AT (N) PARAPET LOCATION. ALL (E) STRUCTURAL MEMBERS TO REMAIN IN PLACE. 2. AS OCCURS AT REAR OF CONEX INSTALL PT 5/8" PLYWOOD FURRING PANELS TO FLUSH OUT TO OUTSIDE FACE OF E T1 -11 SIDING. INSTALL SELF ADHERING FLASHING OVER VERTICAL 5,/S in. tl°ilcic, 4 ft wide gypsum bctasrcl applied horizontally or vertically. Vertical Joints centered over studs, s ( } Attached to studs Wth 1 in. long Type S self - drillings, self - tapping bugle tread steel stews spaced 8 in. OC AND HORIZONTAL SEAMS; INSTALL FULL LENGTH OF SOUTH WALL along the edges and in the field of the hoards. When furring channels (Item 28) are used, board to be 3. INSTALL DTT2Z AT 60C & AT CORNERS applied vertically and to be attached to furring channels Wth 1 In. long Type S self - drilling, .self - tapping bugle 4. INSTALL DENSGLASS ULTRA SHAFTLINER AS PER MANUFACTURES SPECIFICATION & IN COMPLIANCE WITH UL V473 head .steel screws spaced max 8 Ins, OC. Joints covered Wth paper tape and joint compound. exposed screw 5. INSTALL MINERAL WOOL AND /OR 3M FIRE CAULKING AS REQ'D TO ENSURE FIRE PROTECTION FROM BOTH SIDES OF 1" DENSGLASS ULTRA SHAFTLINER heads covered Wth joint compound. G1 ORGIA- PACIFIC OYlPSUM t, L C — Types 6, g, C, DAP, DAPC, DGG, DS, TG -C, Type X, Veneer Plaster Base - Type X, Water hated - Type X, Sheathing - Type X, Soffit - Type X. Fab. Storage Reference Drawing UL V473 - Modified 3 T .Fab Store a Para et &Fire Wall 611 ... 1 1 -011 1, L,1! 11 -Off AT (N) TP, INSTALL MIN. (2) 5!8" x 5" LAG BOLTS 3" OC INTO 4X6 (N) DBL TOP. PLATE (N) KD DF #2 2X6 a@16" OC, ALIGN TO (E) BELOW (N) 2X6 BRACE (N) RIPPED TO (E) SLOPE DF #2 4X6 PARAPET WALL BTM. PLATE CUT BACK (E) ROOF EAVE AND INSTALL 2X BLKG. * CDX PLYWD, AS NEEDED PS218 EA. SIDE OF TP. INTO 4X6 UPRIGHT AT (E) ROOF STRUCTURE INSTALL MIN. (2) 5/8" THRU BOLTS AT (E) WALL STRUCTURE INSTALL MIN, 5/8" x 9" LAG BOLTS 6" OC AND INTO UPPER PARAPET BTM PLATE (N) KD DF#2 2X6 @16" OC, ALIGN TO (E) BELOW (N) KD DF #2 4X6 UPRIGHT (N) RIPPED TO (E) SLOPE DF #2 4X6 PARAPET WALL BTM. PLATE SEE 3/ FOR ADD'L INFO TPO ROOFING TRANSITION AT WALL TRANSITION TO BE MOCKED UP IN FIELD FOR ARCHITECT REVIEW PRIOR TO INSTALL WITH GC AND ROOFING SUBCONTRACTOR Fab Storage Parapet at Roof Transition It = 1 1 -011 "u" 01 IIIII�IIIIIIB81 �q �py�� 811 Iltlll ILIA illal I I H II II I All i II ! In low (EAST FACE) REAR (WEST FACE) SIDE (NOKTH FACE) 5 � pte rialsStara a Buildin West Wall g 9 � t -OI' alill 705.11 «1 ftri Ai Pf0t toIasItrutfion. Parapets shall have tile:: s�n3e r rent ttrrr .r lrti that required for the support- ing well, :and s n. ny slile:srl cr r#t to roof surflace, shall have noncombustible, faces for the upperingst l- inches (457 mna), ttichtding co- unterflashing and coping rntiterruls, The heighu of the parrapct shell not be less direct 30 inches Iglll�� (762 non) fil OV, ell point where the root �tirface and the wall Wetsect When the oof :slopes toward a parapet at a ---- (N) SHIM slope gt' to thsra:t":u its vertical ilk 12 writ orizont<d (16,7 - percent Slim) the para0t sltull eaite"s to the seine --f- o -- 2 to SLOPE N MIN. 22 GA. GALV. MTL. PARAPET CAP: SLOPE TOWARDS E ROOF ( ) {) hetghtasa'� rt'°nc"fther fwithina resepa ationdis- tanee where protection 017w, l:openin $ isrezlttlred "b tin no case shall eta .heig t lm thin 10 inches, (76 : m). ,� �� ' ( (N) GALV. MTL. COUNTER FLASHING, BOTH SIDES November 01, 2013 (N) 5/8" DENSGLASS TYPE 'X' GYP. 7 Nonbearing Watt Ratings — x or 2 "r SHEATHING AT PARAPET ROOF SIDE � (N) T1 -11 PANEL SIDING, PAINT TO MATCH (E) NIA — ---�_ 't � A ' r (N) GREEN GUARD RAINDROP RAINSCREEN DRAINAGE MAT WEATHER RESISTANT MEMBRANE (N) GALV. MTL. FLASHING (N)1° THK. DENSGLASS ULTRA SHAFTLINER FROM TOP OF PARAPET TO BTM. OF WALL AT GRADE, SEE NOTE 4 �. :3 --- 12" (E} ROOF AS OCCURS � (N) INSTALL (N) TPO'IB 50 MILL., COLOR WHITE' SINGLE PLY MEMBRANE: F —� ° AT ROOF, RUN UP AND UNDER (E) ROOF MEMBRANE MIN. 12" &WELD SEAM AT PARAPET 2,� ,' RUN UP AND UNDER PARAPET TOP MTL. FLASHING; FASTEN VIA M , ° TERMINATION BAR AT WALL SIDE UNDER FLASHING (N) KD DF #2 2X6 @16" OC, ALIGN TO (E) BELOW `-- (N) DTT2Z, SEE NOTE 3 R NT S TI (N) INSTALL 5!8" CDX PLYWD, FASTEN W/ 10d'S AT 8" OC.; USE RIPPED PORTION AS CANT ON ROOF 1130 � ° ` SIDE; FASTEN W! 3" SDS SCREWS AT 16" OC 1. Channel -- - shaped channel, rain, 2 -1/2 In, deep with unequal legs of 1 in. and 2 -1/4 in,, fabricated from No. 25 MSG galy steel. Channel positioned Wth short leg to it finished side of wall. � "- �`� � � _:_ (N) RIPPED TO (E) SLOPE DF #2 4X6 PARAPET WALL BTM. PLATE Channel attached to structural supports Wth steel fasteners located not greater than 2 In. from ends and not greater than 24 in. CCk (N) 2X4 CANT BLKG; INSTALL W/ 16d NAILS 16" ww J (N) CONT. 1/2" DIA. HDG 2. Steel Studs — 11C­T" - shaped studs, mIn 2 -1/'2 In, deep, fabricated from min 25 MSG gale steep Cut to OC. INTO (E) & (N) FRAMING lengths 1 In. less than floor to ceiling height: and spaced 24 in. OC. Studs friction-fit into channel track. �`'1-- (N) RIPPED DF#2 2X12 BLKG 2A. steel Studs — "C -H" - scraped studs, min 2-1/2 in. deep, fabricated from ruin 25 MSG gaiv steel. Cut to lengths 1 ire. less than floor to ceiling height and spaced 24 in. OC. Studs friction -fit into channel track= 28. Furring Channels -- (Optional, first Shown) — Resilient furring channels fabricated from ruin 2SMSG O (N) INSTALL PLYWD. INFILL BLKG IN TJI WEB AS REQ'D; USE SD5 FASTENERS ONLY a (E) TJI HANGER corrosion protected steel, installed horizontally and spaced vertically a crux of 24 in. OC. Mange portion of 0 (E) TOP PLATE AS OCCURS channel attached to each intersecting "C -T" or "C-H" stud on side of stud apposite the 1 In. liner panels �} - (N) 16d NAILS AT 8 O.C. @ TOP AND using 1/2 in, long Type S or S -12 pan -head steel screws. When furring channels are used, gypsum board to BOTTOM OF BLKG. be applied vertically. DTT2Z, SEE NOTE 3 3. Gypsum Board* -- 1 in. thick gypsum liner panels, supplied in horn 24 in, w1dths. parcels cut 1 in. less in CONEX AS OCCURS SEE NOTE 2 BELOW ' length than floor to ceiling heights. Vertical edges Inserted In "C =T" or "C-H" studs. Free edge of end parcels attached to long leg of channel track with 1-5/8 In. long Type S self-drilling, self - tapping bugle tread steel RETROFITTED (E) WALL to UL V473, SEE v screws spaced 12 ins, OC. As an alternate to attaching the free edge to the channel tack., the free edge of NOTE 1 BELOW the end parcels may be held In place by the tabs in the channel track pulled out every 24 in. When wall height exceeds hirer" parcel length, liner panel may be butted to extend to the fall height of the volt, and the horizontal butt Joints need not be backed by steel framing. EOi GIA.- PACIFIC GYPSUM L L C — Type DGUSL. 4. Gypsum Board* System A - I Mr NOTES: t � 1. REMOVE (E) FASCIA BOARD AND ROOFING AT (N) PARAPET LOCATION. ALL (E) STRUCTURAL MEMBERS TO REMAIN IN PLACE. 2. AS OCCURS AT REAR OF CONEX INSTALL PT 5/8" PLYWOOD FURRING PANELS TO FLUSH OUT TO OUTSIDE FACE OF E T1 -11 SIDING. INSTALL SELF ADHERING FLASHING OVER VERTICAL 5,/S in. tl°ilcic, 4 ft wide gypsum bctasrcl applied horizontally or vertically. Vertical Joints centered over studs, s ( } Attached to studs Wth 1 in. long Type S self - drillings, self - tapping bugle tread steel stews spaced 8 in. OC AND HORIZONTAL SEAMS; INSTALL FULL LENGTH OF SOUTH WALL along the edges and in the field of the hoards. When furring channels (Item 28) are used, board to be 3. INSTALL DTT2Z AT 60C & AT CORNERS applied vertically and to be attached to furring channels Wth 1 In. long Type S self - drilling, .self - tapping bugle 4. INSTALL DENSGLASS ULTRA SHAFTLINER AS PER MANUFACTURES SPECIFICATION & IN COMPLIANCE WITH UL V473 head .steel screws spaced max 8 Ins, OC. Joints covered Wth paper tape and joint compound. exposed screw 5. INSTALL MINERAL WOOL AND /OR 3M FIRE CAULKING AS REQ'D TO ENSURE FIRE PROTECTION FROM BOTH SIDES OF 1" DENSGLASS ULTRA SHAFTLINER heads covered Wth joint compound. G1 ORGIA- PACIFIC OYlPSUM t, L C — Types 6, g, C, DAP, DAPC, DGG, DS, TG -C, Type X, Veneer Plaster Base - Type X, Water hated - Type X, Sheathing - Type X, Soffit - Type X. Fab. Storage Reference Drawing UL V473 - Modified 3 T .Fab Store a Para et &Fire Wall 611 ... 1 1 -011 1, L,1! 11 -Off AT (N) TP, INSTALL MIN. (2) 5!8" x 5" LAG BOLTS 3" OC INTO 4X6 (N) DBL TOP. PLATE (N) KD DF #2 2X6 a@16" OC, ALIGN TO (E) BELOW (N) 2X6 BRACE (N) RIPPED TO (E) SLOPE DF #2 4X6 PARAPET WALL BTM. PLATE CUT BACK (E) ROOF EAVE AND INSTALL 2X BLKG. * CDX PLYWD, AS NEEDED PS218 EA. SIDE OF TP. INTO 4X6 UPRIGHT AT (E) ROOF STRUCTURE INSTALL MIN. (2) 5/8" THRU BOLTS AT (E) WALL STRUCTURE INSTALL MIN, 5/8" x 9" LAG BOLTS 6" OC AND INTO UPPER PARAPET BTM PLATE (N) KD DF#2 2X6 @16" OC, ALIGN TO (E) BELOW (N) KD DF #2 4X6 UPRIGHT (N) RIPPED TO (E) SLOPE DF #2 4X6 PARAPET WALL BTM. PLATE SEE 3/ FOR ADD'L INFO TPO ROOFING TRANSITION AT WALL TRANSITION TO BE MOCKED UP IN FIELD FOR ARCHITECT REVIEW PRIOR TO INSTALL WITH GC AND ROOFING SUBCONTRACTOR Fab Storage Parapet at Roof Transition It = 1 1 -011 "u" 01 IIIII�IIIIIIB81 �q �py�� 811 Iltlll ILIA illal I I H II II I All i II ! In low (EAST FACE) REAR (WEST FACE) SIDE (NOKTH FACE) 5 � pte rialsStara a Buildin West Wall g 9 � t -OI' alill l�l� Iglll�� ELEVATION5 51DE (50E1TH FACE) AS • ir, � ��! OF Revision Schedule No. Description I Date CHECKED BY: PD r►/rr.wswa 0 0) O •M.rsMNl, '�.� AT WEST WALL; 4D REMOVE (E) MTL SIDING AND STORE FORE REUSE INSTALL 1" THK DENSGLASS ULTRA SHAFTLINER TO OUTSIDE FACE OF (E) 2X6 STUDS AS PER UL V473 CL • INSTALL GREEN GUARD RAINDROP RAINSCREEN DRAINAGE MAT a) WEATHER RESISTANT MEMBRANE 4_j REINSTALL (E) MTL. SIDING U) CU ICU ■Iwt J 0) r CD W"WAM ONO SHEET TITLE Fire Rated Walls & Parapet SHEET 140. '71-ft# UIr.!L1 r4JAIAlt t T&W MAL PLOT PLAN I It = 301-011 I 0 DRAFTED BY: DUSTRIAL 1919 LAURA STREET' SPRINGFIELD,: OREGON 07477 Revision Schedule No. 1 Descrilotion I Date PRINT DATE THIS SET 12/2812013 9:53;19 AM ISSUE DATES Pricing Permit Construction Revision, Misc. NEW 10 0 V 00 C 4) Q C E o �D s- 0 0 e E t; C: CI- E cut a C: X 0 M E0 r to 8 9.., Z CHECKED BY L W-0i lb..nl po� a� ILJ SHEET TITLE: FINAL. PLOT PILAN. SHEET NO,