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(N) STANDING SEAM METAL (N) CEMENTI NOTE: STO GOLD FILL WRAP At ONLY OPENINGS, NOTES:
<br />ROOFING OVER (E) CANOPY (E) ROOFING PAPER, PLASTER, T
<br />as; 2
<br />YP. NOT OVER COMPLETE BLDCs. 1) PREPARE
<br />2 OPENING PRIOR
<br />APPLY CN) PAPER AS (N) METAL LATH - STEP 1 TO THE
<br />(N) METAL RAKE CANOPY,
<br />TO SEAL (E) WRAP INSIDE CORNERS WITH INSTALLATION Or-
<br />i TYP. (N) 2X STUD INFILL REFERENCE gy STO GOLD FILL AND EMBED THE WINDOW OR
<br />FLASHING ATTACH SEE STRL. =� TYP. — 2' (50MM) WIDE STRIP OF MECHANICAL REFERENCE
<br />IL
<br />DETAIL MESH LAPPING ONTO EQUIPMENT.
<br />PER MFR. SPECS. r" FACE OF WALL CREATE A SLOPE
<br />— — — — — — —
<br />SEAL ALL I TO THE EXTERIOR
<br />PENETRATIONS OL STEP 2 AT THE SILL WITH !
<br />THRU FLASHING, _ _ _ _ _ — _ _ tu WRAP SILL WITH STO GOLD FILL A SILL WEDGE, STONE VENEER OR GEMENT PLASTER
<br />r — — — AND V (230MM) WIDE DETAIL
<br />AS REQUIRED PER EXTERIOR
<br />TYP MESH RETURNING UP THE JAMBS 2) INCORPORATE ElOAaATION, TYP.
<br />-------�t--------------11--------------�, � � CN) METAL FLASHING= AT CEM. ...,PIN
<br />I I FLASHINGS A5
<br />FRAMING PER STRL I I ATTACH RTO E) 5RTGOht, A MINIMUM OF 4' C100MM) ILLUSTRATED IN
<br />SLATS I ENSURE POSITIVE DRAINAGE g;�� EMBED MINIMUM 41(100MM) WIDE 10238 AND 10.230OR AS PER T_(E) CANOPY ROOF AWAY FROM FACE OF BLDG. DETAIL MESH IN STO GOLD BLDG PAPER
<br />(E) 2X STUD OTHER DETAILS
<br />PLY, WD., TYP, TYPICAL WALL AT ��. FILL AT ALL SHEATHING JOINTS WHERE FLASHINGS SHEATHING
<br />PVJIII .,. ;; Ili SEALANT WITH INTERIOR IS SHOWN (E.G.
<br />BACKER ROD,
<br />SIDE OF STEP 3 1025) I BLDG.
<br />WRAP JAMBS WITH MINIMUM 3) THE COMPLETE STEEL FRAMING, SEE STRL.
<br />SEALANT WITH
<br />0MM) W
<br />iii Iii TYP. i (N) 2X STUD INFILL 9'C23ID
<br />DE ETAIL MESH
<br />BACKER ROD, LLI
<br />INSTALLATION OF I AT CEJ CANOPY IL EAMBEDD IN
<br />5Y64FMMJ OVERWIDOW OR
<br />TYP. ENDS, TYP. (N) BRICK VENEER, CEJ PLY. WD.
<br />SHIM AS (N) PLY. WOOD ATTACH TO BUILDING (1- EXTENSION FROM SILL, THEN WRAP EQUIPMENT ARCHITECT
<br />SHEATHING PER MFR 1.0 HEAD SHOULD INCLUDE
<br />I SPECIFICATIONS, AN AIRSEAL SCOTT GIBSON ARCHITECT, INC.
<br />NEEDED ALUMINUM EXTERIOR I �
<br />SHEATHING
<br />2540 ZANELLA WAY, SUITE #60
<br />STOREFRONT I TYPICAL STEP � BETWEEN THE _ ._ l•= =
<br />FRAME I COAT THE ENTIRE SURFACE OF OBJECT AND THE
<br />OLD cs
<br />GLAZING (N) METAL I THE WALL AND INTO ROUGH STO GOLD CH1CO, CA 95925
<br />LATH, TYP. I = CE) CANOPY OPENING WITH STO GOLD COAT PROTECTION R: 530 / 343-7557INBOUND OF THE F: 530 / 343-7447
<br />FRAM INGOUTER SEALANT
<br />(N) STANDING SEAM
<br />SCALE: 3" = 1'-0" JOINT STRUCTURE - REFER TO 5TRL. SHTS
<br />STOREFRONT SYSTEM METAL 000Fl"� OVER (N) CEMENT PLASTER TERMINATION CEMENT PLASTER SYSTEM
<br />'� I SCALE: NOT TO SCALE [� EXTERIOR VENEER @FURRED POP OUT
<br />TYPICAL HEAD @ CMU (JAMB SIM @ CMU) SCALE: 6" = 1'-0" N �_J 5
<br />RAKE FLASHING AT E CANOPY ( )CEMENT PLASTER TERMINATION AT (E) BRICK PREPARATION OF ROUGH OPENING SCALE: 314" = 1'-0" TYPICAL
<br />SCALE. 31@
<br />1 -0
<br />13
<br />STUCCO SYSTEM:
<br />TYPICAL AT (E) CANOPY ENDS WITH (N) INFILL NON-SK1NNfNCs BUTYL FIELD NOTCH 3 COAT INTEGRAL COLOR PORTLAND GEMENT STUCCO - 3/4' THICK ± OVER 3.4
<br />SEALANT APPLIED TO ZEE CLOSURE RIB LB GALVANIZED SELF FURRING DIAMOND MESH LATH (INSTALLED PER MFR.
<br />ENDS OF ZEE CLOSURE f INSTRUCTIONS) OVER 2 LAYERS 15 LB. ASPHALT IMPREGNATED BLDG PAPER
<br />GUTTER stRaE rGs6) OVER PROPERLY PREPARED EXISTING OR NEW SHEATHING=.
<br />LINE OF STOREFRONT CONT. BUTYL TAPE TRANSITION TO OTHER CONTINUOUS STUCCO AT INSIDE
<br />SECTION 'X -X' MATERIALS W/ 'J' MOLD AT CORNERS. CONTRACTOR'S OPTION:
<br />EXT. FINISH TOP, SIDE OR BOTTOM TWO CA51NG BEADS TO MAKE AN
<br />EDGES. EXPANSION JOINT (W/ SEALANT).
<br />,ALUMINUM STOREFRONT 2X FRAMINCx TERMINATION FLASHING CA51NCs BEAD TOP SIDE BOTTOM
<br />SYSTEM FLASHING ( OR RAKE EDGES_ ALSO S
<br />REGLET TRIM L EE INSIDE
<br />FASTENERS, TYP. CORNER
<br />NON-SKINNINi
<br />ALA ; .l . CONTROL JOINT ORIENTED
<br />:::: :.:.-:::.:�::�:.:�::: --'' HORIZONTALLY OR VERTICALLY AND
<br />BUTYL SEALANT
<br />HEAD WALL TRIM
<br />LOCATED OVER STRUCTURAL
<br />NO
<br />u u •'
<br />ZEE CLOSURE TRIM
<br />MEMBERS MEMBERS AND DIAPHRAGMS AND
<br />1/S' POP RIVETS ADDITIONAL FASTENERS MAY WHERE INDICATED, 18 -FT. (MAX)
<br />ALUMINUM STOREFRONT * 12. O� BE REQUIRED IN SNOW LOAD r'y' SPACING (OR LENGTH -TO -WIDTH TI
<br />DOOR SYSTEM
<br />_- _- - AREAS SEE APPENDICES , RA o
<br />OF
<br />ROOF PANEL (' CsALVANIZED EXPANDED METAL LATH.
<br />3 1/2' VENTED CHANNEL 3fD+' FELT (NOT
<br />SCREEN -PAINT TO (2) LAYERS 15 -LB. FELT MOISTURE
<br />BY AEP -SPAN)
<br />MATCH PLASTERh; BARRIER LAPPED TO DRAIN.
<br />GLAZING REFER TO SPECS,'
<br />FOR GLAZING REQUIREMENTS SUBSTRATE 3� i EQUALLY SPACED ' �1/2' PLYWOOD SHEATHING, UNLESS
<br />TYPICAL 6 xi/S CONTINUOUS FASTENERS DRIP ;. OTHERWISE NOTED. PROVIDE I/8' GAP
<br />EXTERIOR GEMENT PLASTER BUTYL TAPE AND - (2) FDR 12'
<br />NON -SKINNING BUTYL _ C5) FFO�AND IS,
<br />EDGE r AT JOINTS (KEEP (E) SHEATHING IF
<br />SEALANT AT ENDS, GAP NOT PRESENT)
<br />COMXTION
<br />FILL ALL GAPS WIDE PANELSqt—
<br />WEEP SCREED g BASE OF WALL LAPS
<br />OVER SHEATHING TO FORM DRIP.
<br />STOREFRONT SYSTEM CEMENT PLASTER SOFFIT VENT NOT USED METAL ROOFING 1 EXT WALL SECTION
<br />- , 1 $ '� 4 CEMENT PLASTER SYSTEM
<br />TYPICAL DOOR AT HEAD SCALE. 3'= 1 0 TYPICAL CEM. PLASTER SCALE: 3 = 1'- TYPE " - " O 2
<br />CAL SCALE: 1 112 1 -0 TYPICAL SCALE: 1 112" = 1'-0" TYPICAL " _ ' "
<br />SCALE: 314 1 -0
<br />LINE OF 2 REFERENCE I. I BUILDING PAPER 2 SIM. PLYWOOD AS OCCURS
<br />STOREFRONT BEYOND - TYP. I I I - TYP.
<br />REVISIONS
<br />PLAN
<br />CHECK
<br />REVDATE:
<br />REVDATE:
<br />REVDATE:
<br />REVDATE:
<br />REVDATE:
<br />o I.. I WEEP SCREED
<br />INSULATION ,.ti ADJACENT PLASTER (� \
<br />TYPICAL
<br />I / ,: 'TIP STRIP', TO BE REMOVED ��--i4
<br />I ( Lu
<br />CONCRETE CURB ;'' AFTER APPLICATION
<br />h 10' I 3 OF PLASTER Cn
<br />° I1 I w
<br />to CONT. MTL. FLASHING BLDG PA
<br />_ " O O
<br />PER
<br />THRESHOLD SET IN FULL I v TYP.
<br />SEALANT Z
<br />a BED OF SEALANT - v I ° a
<br />2X WOOD SILL SLAB AND CURB v a - - —
<br />,/ CONCRETE CURB 4 v °
<br />_..... III
<br />,Z ATTACHE PER STRL. $ + �� � G � -
<br />�l I h N
<br />m I 4 Q a 4 d 4 tuI—LLI
<br />d 4
<br />1/2' PER UBG 10033.Ib
<br />3� MAX 1133B2.4.1 2 REFERENCEa v ° a PANS1
<br />IONREVEAL, t
<br />cp- ;_' - TYP. ° ° PAINT TO MATCH
<br />?( n DO NOT EXTEND METAL LATH THROUGH JOINT SEE EXT. ELEVATIONS
<br />4
<br />NOTADJACENT PLASTER
<br />a ° °
<br />STOREFRONT DOOR WALL AT BASE TERMINATION CON(. CURB STUCCO
<br />� - '� 9 AFTERSET CURB AT EXT. COL. CEMENT PLASTER EXPANSION JOINTS
<br />TYPICAL THRESHOLD SCALE. 3 — 1 -D " _ �' 1 5
<br />a- EXTERIOR WALL, TYPICAL U.O.N. SCALE. 3 1 0 TYPICAL SCALE: 1" = 1'-0" TYPICAL " _ " 3
<br />SCALE: 1 112 1 -0 TYPICAL SCALE: 3" = 1'-0"
<br />C% STEEL STUD
<br />WALL PER PLAN — — — — — — — —
<br />SEE INT. ELEV. FOR FIN. I I ... _...-_../41
<br />SEE INT. ELEV. �.;:.
<br />=(7 FOR FIN
<br />5/0' GYP. BD. .
<br />I INSULATION t: EXT. CEMENT PLASTER O/ /,/ VERTICAL PLANE
<br />33 PRESSED MTL FRAME AS REQ D_ TYP. :... MTL. LATH 4 BLDG. PAPER
<br />4' NOM. X I BLDG PAPER
<br />200a. TRACK I I SEE INT. ELEV.—
<br />�v FOR FIN, i/4' METAL REVEAL (PAINT) EXTERIOR GEMENT
<br />JAMB ANGH. WELDED TO FR.HILTI X -GN 32MX
<br />PLASTER
<br />Q_I 2 EA. JAMB, 2 EA. AT FASTENERS 10 32' C -C + CHANNEL
<br />HEAP 4 SILL AND JAMB SIM. FRAME
<br />WITH 1 MIN.
<br />REFER TO 4/43.0 FOR DTLS EMBEDMENT, INSTALL I I PER ELEVATION SSD EXPANSION JOINT
<br />PER !�IFR
<br />REQUIREMENTS, TYP : I I "'10 SMS EA. SIDE � REFER TO EXT. ELEV.
<br />E D
<br />INSIDE GO�NEi@
<br />JAMS SIM. SEE FLR. PLAN
<br />I`
<br />Q FOR FLR TYP. TYPE,:. PLYWOOD SHEATHING
<br />N
<br />OwI
<br />r m° :.: 2 REFER�NcE
<br />rn ca SEE DDDR SGHEp. SEE INT,
<br />T°pU ELEV. FOR<7 • SEE BLDG ELEVATIONS TYP.
<br />cn
<br />BASE, TYP. a FOR COLORS AND FINISHES I
<br />04 ANODIZED ALUM- SADDLE 4 a �,—
<br />co a 4 NOTE: METAL AWNINGS I I
<br />�I
<br />REFERENCE SUPPLIED BY VENDOR
<br />CJ SEE FLR. PLAN FOR FIN. a I�.'.. - TYP. I I OUTSIDE GOi�NER
<br />%
<br />INTERIOR DOOR DETAIL INTERIOR PARTITION WALL CEMENT
<br />„� 20 PLASTER REVEAL FLAT METAL CANOPY SECTION SIM. CEMENT PLASTER CORNER JOINTS
<br />73
<br />16 1�
<br />o IF OCCURS PER PLAN SCALE. 3 — 1 -0 TYPICAL DETAIL SCALE- 3" — 1' 0" $ A
<br />- TYPICAL SCALE: 3" = 1'-0" TYPICAL SCALE: 1 112" = 1'-0" TYPICAL SCALE: 3" = 1' -
<br />ALL DRAWINGS & WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT & THE SAME MAY NOT BE DUPLICATED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT "SCOTT GIBSON ARCHITECTS" ALL RIGHTS RESERVED.
<br />DATE: 12/02/2015
<br />JOB NO- 15-086
<br />A3*0
<br />WALL BEYOND CEM. PLASTER
<br />STRUC- COL. BEYOND
<br />WERE OCCURS
<br />_.. . Z_ -
<br />TYPICAL
<br />I'
<br />I
<br />I
<br />;
<br />PLYWOOD
<br />CEMENT PLASTER FINISH,
<br />:.
<br />Z
<br />�
<br />O
<br />N
<br />'
<br />I
<br />I
<br />EXT. CEM. PLASTER
<br />REFER TO EXTERIOR
<br />,
<br />}
<br />m
<br />GYP. BD AT INTERIOR
<br />ALUM DOOR FRAME TYPICAL
<br />I
<br />ELEVATIONS, TYP.
<br />STRUCTURE, BLDG PAPER
<br />GTYP.
<br />lei
<br />I
<br />REFER TO
<br />67
<br />PLY. WD.
<br />I-
<br />STRL SHTS
<br />1 +
<br />KEENE , xJl5 PLASTER
<br />LU
<br />TYPICALI
<br />I
<br />SIMATCHN�EED,
<br />—
<br />WEEP SCREED
<br />PA NT TO
<br />o I.. I WEEP SCREED
<br />INSULATION ,.ti ADJACENT PLASTER (� \
<br />TYPICAL
<br />I / ,: 'TIP STRIP', TO BE REMOVED ��--i4
<br />I ( Lu
<br />CONCRETE CURB ;'' AFTER APPLICATION
<br />h 10' I 3 OF PLASTER Cn
<br />° I1 I w
<br />to CONT. MTL. FLASHING BLDG PA
<br />_ " O O
<br />PER
<br />THRESHOLD SET IN FULL I v TYP.
<br />SEALANT Z
<br />a BED OF SEALANT - v I ° a
<br />2X WOOD SILL SLAB AND CURB v a - - —
<br />,/ CONCRETE CURB 4 v °
<br />_..... III
<br />,Z ATTACHE PER STRL. $ + �� � G � -
<br />�l I h N
<br />m I 4 Q a 4 d 4 tuI—LLI
<br />d 4
<br />1/2' PER UBG 10033.Ib
<br />3� MAX 1133B2.4.1 2 REFERENCEa v ° a PANS1
<br />IONREVEAL, t
<br />cp- ;_' - TYP. ° ° PAINT TO MATCH
<br />?( n DO NOT EXTEND METAL LATH THROUGH JOINT SEE EXT. ELEVATIONS
<br />4
<br />NOTADJACENT PLASTER
<br />a ° °
<br />STOREFRONT DOOR WALL AT BASE TERMINATION CON(. CURB STUCCO
<br />� - '� 9 AFTERSET CURB AT EXT. COL. CEMENT PLASTER EXPANSION JOINTS
<br />TYPICAL THRESHOLD SCALE. 3 — 1 -D " _ �' 1 5
<br />a- EXTERIOR WALL, TYPICAL U.O.N. SCALE. 3 1 0 TYPICAL SCALE: 1" = 1'-0" TYPICAL " _ " 3
<br />SCALE: 1 112 1 -0 TYPICAL SCALE: 3" = 1'-0"
<br />C% STEEL STUD
<br />WALL PER PLAN — — — — — — — —
<br />SEE INT. ELEV. FOR FIN. I I ... _...-_../41
<br />SEE INT. ELEV. �.;:.
<br />=(7 FOR FIN
<br />5/0' GYP. BD. .
<br />I INSULATION t: EXT. CEMENT PLASTER O/ /,/ VERTICAL PLANE
<br />33 PRESSED MTL FRAME AS REQ D_ TYP. :... MTL. LATH 4 BLDG. PAPER
<br />4' NOM. X I BLDG PAPER
<br />200a. TRACK I I SEE INT. ELEV.—
<br />�v FOR FIN, i/4' METAL REVEAL (PAINT) EXTERIOR GEMENT
<br />JAMB ANGH. WELDED TO FR.HILTI X -GN 32MX
<br />PLASTER
<br />Q_I 2 EA. JAMB, 2 EA. AT FASTENERS 10 32' C -C + CHANNEL
<br />HEAP 4 SILL AND JAMB SIM. FRAME
<br />WITH 1 MIN.
<br />REFER TO 4/43.0 FOR DTLS EMBEDMENT, INSTALL I I PER ELEVATION SSD EXPANSION JOINT
<br />PER !�IFR
<br />REQUIREMENTS, TYP : I I "'10 SMS EA. SIDE � REFER TO EXT. ELEV.
<br />E D
<br />INSIDE GO�NEi@
<br />JAMS SIM. SEE FLR. PLAN
<br />I`
<br />Q FOR FLR TYP. TYPE,:. PLYWOOD SHEATHING
<br />N
<br />OwI
<br />r m° :.: 2 REFER�NcE
<br />rn ca SEE DDDR SGHEp. SEE INT,
<br />T°pU ELEV. FOR<7 • SEE BLDG ELEVATIONS TYP.
<br />cn
<br />BASE, TYP. a FOR COLORS AND FINISHES I
<br />04 ANODIZED ALUM- SADDLE 4 a �,—
<br />co a 4 NOTE: METAL AWNINGS I I
<br />�I
<br />REFERENCE SUPPLIED BY VENDOR
<br />CJ SEE FLR. PLAN FOR FIN. a I�.'.. - TYP. I I OUTSIDE GOi�NER
<br />%
<br />INTERIOR DOOR DETAIL INTERIOR PARTITION WALL CEMENT
<br />„� 20 PLASTER REVEAL FLAT METAL CANOPY SECTION SIM. CEMENT PLASTER CORNER JOINTS
<br />73
<br />16 1�
<br />o IF OCCURS PER PLAN SCALE. 3 — 1 -0 TYPICAL DETAIL SCALE- 3" — 1' 0" $ A
<br />- TYPICAL SCALE: 3" = 1'-0" TYPICAL SCALE: 1 112" = 1'-0" TYPICAL SCALE: 3" = 1' -
<br />ALL DRAWINGS & WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT & THE SAME MAY NOT BE DUPLICATED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT "SCOTT GIBSON ARCHITECTS" ALL RIGHTS RESERVED.
<br />DATE: 12/02/2015
<br />JOB NO- 15-086
<br />A3*0
<br />
|