Architectural and Structural Drawings - Langlas & Associates

P:\Ben's Signature\2014-08-28 CDi Cannery Bldg CD_Central.pdf:
This drawing is not intended nor shall it be used for construction purposes unless the signed professional stamp of a registered architect employed by Comma-Q Architeture, Inc. is affixed above.
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Phase 1 of the Cannery District
No. Sheet Name S4.2 Foundation Details S5.1 Framing Details S5.2 Framing Details S5.3 Framing Details
No. Sheet Name S2.4A Level 4 Framing Plan - Area A S2.4B Level 4 Framing Plan - Area B S2.5A Roof Framing Plan - Area A S2.5B Roof Framing Plan - Area B S4.1 Foundation Details
No. Sheet Name S2.1B Foundation Plan - Area B S2.2A Level 2 Framing Plan - Area A S2.2B Level 2 Framing Plan - Area B S2.3A Level 3 Framing Plan - Area A S2.3B Level 3 Framing Plan - Area B
No. Sheet Name S1.2B Typical Concrete Details S1.3A Typical Wood Details S1.3B Typical Wood Details S1.4 Typical Steel Details S2.1A Foundation Plan - Area A
No. Sheet Name A7.4 Door Schedule & Details and
Interior Glazing Details A8.1 Stair Details S1.1 General Structural Notes S1.2A Typical Concrete Details
No. Sheet Name A7.1 Interior Elevations A7.2 Interior Elevations A7.3 Interior Details & Room Finish
Schedule
No. Sheet Name A5.2 Building Sections A5.3 Building Sections A6.1 Window Elevations & Details A6.2 Storefront Elevations & Details A6.3 Misc Exterior Details
No. Sheet Name A2.2 Level 2 Plans A2.3 Level 3 Plans A2.4 Level 4 Plans A2.5 Roof Plan & Details A5.1 Building Sections
No. Sheet Name A1.1 Architectural Site Plan and
Details AD1.1 Demolition Plans AD1.2 Demolition Plans A2.1 Level 1 Plans
No. Sheet Name A4.1 Exterior Elevations A0.1 Cover Sheet A0.2 General Notes A0.3 Code Plans
SHEET INDEX
Construction Set
August 29, 2014
e
ASSOCIATE ARCHITECT MINARIK ARCHITECTURE 2513 SE 62nd AVE PORTLAND, OREGON 97206 P: 406.579.5597 [email protected] CONTACT: DOUG MINARIK, PROJECT MANAGER
NISHKIAN MONKS 108 WEST BABCOCK ST. BOZEMAN, MONTANA 59715 P: 406.582.9901 CONTACT: MATT MILLER
STRUCTURAL
BOZEMAN AIR CONTROLS 7510 SHEDHORN DR. BOZEMAN, MONTANA 59718 P: 406.587.6292 CONTACT: REX KLEINSASSER
HVAC
KREDIT ELECTRIC 6650 CHURCHILL RD MANHATTAN, MONTANA 59741 P: 406.282.7002 CONTACT: MARK KREDIT
ELECTRICAL & DATA
PROJECT DIRECTORY
ARCHITECT OF RECORD COMMA-Q ARCHITECTURE 109 N ROUSE AVE, #1 BOZEMAN, MONTANA 59715 P: 406.585.1112 [email protected] CONTACT: LAURA LANDON, PROJECT MANAGER
FIRE PROTECTION WESTERN STATES FIRE PROTECTION 1925 GRAND AVE, STE 101 BILLINGS, MONTANA 59102 P: 406.245.3500 CONTACT: DAVE YAGGY
LANGLAS AND ASSOCIATES 1019 EAST MAIN, STE 101 BOZEMAN, MONTANA 59715 P: 406.585.3420 CONTACT: ROGER DAVIS
GENERAL CONTRACTOR CONSTRUCTION MNGR.
MANHATTAN PLUMBING AND HEATING 106 BROADWAY ST S MANHATTAN, MONTANA 59741 P: 406.284.4133 CONTACT: ROB BATESON
PLUMBING
DESIGN TEAM
CONSTRUCTION TEAM
ELECTRICAL, MECHANICAL, AND FIRE PROTECTION SYSTEMS ARE DESIGNED BY THE SUBCONTRACTOR PERFORMING THE WORK. COMMA-Q IS NOT RESPONSIBLE FOR ANY ERRORS, OMISSIONS, OR UN- COORDINATED ITEMS ASSOCIATED WITH THESE SYSTEMS.
NOTE
BUILDING ELEVATION
BUILDING SECTION
WALL SECTION
CEILING HEIGHTS
ELEVATION NUMBER
SHEET NUMBER
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NOT TO SCALE Vicinity Map
AB ACI ACP AD ADA ADDT’L ADJ AFF AHU ALT ALUM AP ARCH ASF ASPH ASSY ASTM
ANCHOR BOLT AMERICAN CONCRETE INSTITUTE ACOUSTIC CEILING PANEL AREA DRAIN AMERICANS WITH DISABILITIES ACT ADDITIONAL ADJUSTABLE ABOVE FINISHED FLOOR AIR HANDLING UNIT ALTERNATE ALUMINUM ACCESS PANEL ARCHITECT, ARCHITECTURAL ABOVE SUBFLOOR ASPHALT ASSEMBLY AMERICAN SOCIETY OF TESTING & MATERIALS
A
B BD BG BLDG BLKG BM B.O. BOT BRK BSMT B.SPL BTWN
BOARD BELOW GRADE BUILDING BLOCKING BEAM BOTTOM OF BOTTOM BRICK BASEMENT BACKSPLASH BETWEEN
CABT CIP CJ C/L or CL CLG CLR CMU C.O. COL COMM CONC CONFIG CONST CONT CONTR COORD CORR CPT CT CTG CTOP CWO
CABINET CAST-IN-PLACE CONTROL JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT CLEANOUT COLUMN COMMUNICATIONS CONCRETE CONFIGURATION CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE CORRIDOR CARPET CERAMIC TILE CLEAR TEMPERED GLASS COUNTERTOP COORDINATE W/ OWNER
C
D DBL DCS DN DET DF DIA DIM DK. DP DR DS DTL DW DWG
DOUBLE DIAPER CHANGING STATION DOWN DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DARK DAMPPROOFING DOOR DOWNSPOUT DETAIL DISHWASHER DRAWING
E EA EF EIFS ELEC ELEV or EL ENCL EPS EQ EQUIP EXIST or (E) EXT
EACH EXHAUST FAN EXTERIOR INSULATION FINISH SYSTEM ELECTRIC/ELECTRICAL ELEVATION ENCLOSURE EXPANDED POLYSTYRENE INSUL BD EQUAL EQUIPMENT EXISTING EXTERIOR
F FD FDN FE FEC FF FHC FIN F& I FL or FLR FLRG FND’N F.O. FOS FPSC FR FRM FRMG FRP FT FTG FTN
FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOOR FIRE HOSE CABINET FINISHED FURNISH(ED) & INSTALL FLOOR FLOORING FOUNDATION FACE OF FACE OF STUD FIRE PROOF SELF CLOSING FIRE RATED FRAME FRAMING FIBERGLASS REINFORCED PLASTIC FOOT/FEET FOOTING FOUNTAIN
G GA GALV. GB GFCI GL GLB GLU LAM GLZ GWB GWB-P
GAUGE GALVANIZED GRAB BAR GROUND FAULT CIRCUIT INTERRUPTER GLUE LAMINATED GLU LAM BEAM GLUE LAMINATED GLASS/GLAZING GYPSUM WALL BOARD GYPSUM WALL BOARD PAINTED
H HB HD HDWRE HDR HM H/HORIZ HR HS HT HVAC HVY
HOSE BIB HAND DRYER (ELECTRIC) HARDWARE HEADER HOLLOW METAL HORIZONTAL HANDRAIL HOLLOW STEEL HEIGHT HEATING, VENTILATION, & AIR COND. HEAVY
I IGU INCL INDIC. INSUL INT
INSULATED GLASS UNIT INCLUDE, INCLUDING INDICATE(D) INSULATION INTERIOR
J JC JST
JANITOR CLOSET JOIST
LAVATORY LOW-PRESSURE DECORATIVE LAMINATE LOCATION/S LIGHT
M MAS MAX MECH MEZZ MFR MH MIN MIR MISC MLWK MO MR MRKR MTD MTL
MASONRY MAXIMUM MECHANICAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRRORED MISCELLANEOUS MILLWORK MASONRY OPENING MIRROR MARKER MOUNTED METAL
N (N) NIKEC NO or # NIC NTS
NEW NOT IN KITCHEN EQUIPMENT CONTRACT NUMBER NOT IN CONTRACT NOT TO SCALE
O OC O.D. OFCI OFOI OFC OH OP OWSJ
ON CENTER OUTER DIMENSION OWNER FURNISHED, CONTRACTOR INSTALLED OWNER FURNISHED, OWNER INSTALLED OFFICE OVERHEAD OPERABLE OPEN WEB STEEL JOIST
P PART’N PC PERF PERP PL P-LAM PLYWD PMR PTG/PTD PNL PREFAB PREFIN PT PTD PTDISP PTDD PVC PORC. TILE
PARTITION PRECAST PERFORATED PERPENDICULAR PLATE/PROPERTY LINE PLASTIC LAMINATE PLYWOOD PER MNFR. RECOMMENDATION PAINTING / PAINTED PANEL PREFABRICATED PREFINISHED PRESSURE TREATED PAINTED PAPER TOWEL DISPENSER PAPER TOWEL DISP./DISPOSAL POLYVINYL CHLORIDE PORCELAIN TILE
Q QT QUARRY TILE
R RA RAD RB RD REF REFL REFR REINF RENOV REQD REQMT RESIL RET REV RFG RI RM RO
RETURN AIR RADIUS RESILIENT BASE ROOF DRAIN REFERENCE REFLECTIVE REFRIGERATOR REINFORCING RENOVATE(D) REQUIRED REQUIREMENT RESILIENT RETAINING REVISION ROOFING RIGID INSULATION ROOM ROUGH OPENING
S SCHED SCR SD SECT SED SF SG SHLVS SHT SHWR SIM SPEC SJ SMD SQ SS SSD STL STD STOR STRFRNT STRS STRUCT SURF SUSP SUBFLR SV
SCHEDULE SCREEN SOAP DISPENSER SECTION SEE ELECTRICAL DRAWINGS SQUARE FOOT SAFETY GLAZING SHELVES SHEET SHOWER SIMILAR SEISMIC JOINT SPECIFICATION SEE MECHANICAL DRAWINGS SQUARE STAINLESS STEEL SEE STRUCTURAL DRAWINGS STEEL STANDARD STORAGE STOREFRONT STAIRS STRUCTURE/STRUCTURAL SURFACE SUSPENDED, SUSPENSION SUBFLOOR SHEET VINYL
T T PART T&G TEL TERR TG THK TK T.O. TP TRD TS TX TYP
TOILET PARTITIONS TONGUE & GROOVE TELEPHONE TERRAZZO TEMPERED GLASS THICK TACK TOP OF TOILET PAPER DISPENSER TREAD TUBULAR STEEL TEXTURED TYPICAL
UNFIN UNO UR UTIL
V VB VCT VCB V/VERT VFY VIF VR VWC
VAPOR BARRIER VINYL COMPOSITION TILE VINYL COVE BASE VERTICAL VERIFY VERIFY IN FIELD VAPOR RETARDER VINYL WALL COVERING
W W W/ WB WC WD WDW WF WH WP WSP WT WWF
WASTE RECEPTACLE WITH WEATHER BARRIER WATER CLOSET WOOD WINDOW WIDE FLANGE WATER HEATER WATERPROOF, WATER PROOFING WET STANDPIPE WEIGHT WELDED WIRE FABRIC
Y YD YARD
RESTAURANT SEATING SPACE
(4 OCCUPANTS)
BETWEEN A2 & B OCCUPANCIES
NOTE: (E) TIMBER FRAMING ON LEVEL 1 MAY BE CLASSIFIED AS 1 HR RATED CONSTRUCTION. WHERE (E) TIMBER COLUMNS AND BEAMS ARE PART OF A 1 HOUR RATED ASSEMBLY (ON GRIDLINE D) APPLY FIRESTOPPING AT JOINT BETWEEN GWB & (e) TIMBER FRAME.
EX IT
EXIT EXIT
EX IT
OFFICE SUITE (24 OCCUPANTS)
(24 OCCUPANTS)
(24 OCCUPANTS)
(26 OCCUPANTS)
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Code Plan - Level 22 1/16" = 1'-0" Code Plan - Level 33
1/16" = 1'-0" Code Plan - Level 44
CODE PLAN NOTES 1. THIS CODE SUMMARY IS INTENDED TO ASSIST THE PERMIT REVIEWER(S) IN ASCERTAINING THE COMPLIANCE OF THE PROJECT AS DESCRIBED IN THESE DRAWINGS WITH APPLICABLE CODES AND REQUIREMENTS. IT IS NOT INTENDED AS A COMPREHENSIVE INVENTORY OF ALL APPLICABLE PROVISIONS. ADDITIONAL INFORMATION RELATING TO CODE-COMPLIANCE QUESTIONS MAY BE ELSEWHERE IN THIS SET OF DRAWINGS. CONSTRUCTION SHALL COMPLY WITH CURRENT AND APPLICABLE MUNICIPAL, STATE, AND FEDERAL BUILDING CODE REGULATIONS HAVING JURISDICTION INCLUDING ACCESSIBILITY CODE AND ADA REQUIREMENTS.
2. WORK INCLUDES RENOVATIONS OF A PORTION OF AN EXISTING BUILDING THAT ORIGINALLY WAS A PEA CANNERY AND CURRENTLY HOUSES A NUMBER OF FUNCTIONS. THE RENOVATIONS WILL OCCUR IN A PORTION OF THE BUILDING THAT HOUSES A MANUFACTURING AREA ON THE FIRST FLOOR AND IS CURRENTLY UNOCCUPIED ON THE 2ND THROUGH 4TH FLOORS. RENOVATIONS INCLUDE NEW EGRESS COMPONENTS, NEW ELECTRICAL AND MECHANICAL SYSTEMS, AND UPGRADING THE BUILDING ENVELOPE. THIS IS A CORE & SHELL PROJECT. TENANT IMPROVEMENT WORK WILL BE CONSIDERED AS SEPARATE PROJECTS AND WILL BE PERMITTED SEPARATELY.
3. THE EXISTING BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. RENOVATIONS INCLUDE RECONFIGURING THE AUTOMATIC FIRE SPRINKLER SYSTEM AS REQUIRED AND INSTALLING A FIRE ALARM SYSTEM.
4. PROVIDE FIRE STOPS AT FLOOR, WALL, OR CEILING PENETRATIONS TO ACHIEVE THE MINIMUM RATING OF THE ITEM BEING PENETRATED. NOT ALL PENETRATIONS ARE INDICATED IN THE PLAN. CONTRACTOR TO PROVIDE FIRE STOPPING FOR ALL PENETRATIONS WHETHER INDICATED OR NOT.
5. THIS RENOVATION PROJECT WILL BE COMPLETED IN ONE PHASE.
6. OCCUPIED BUILDING: PORTIONS OF THE CANNERY COMPLEX BUILDING BEYOND THE AREA OF WORK WILL BE OCCUPIED DURING THE RENOVATIONS. REQUIRED ACCESS AND EGRESS WILL BE MAINTAINED DURING CONSTRUCTION.
7. TENANT SPACE LAYOUTS ARE SUBJECT TO CHANGE. SEPARATE TENANT IMPROVEMENT DOCUMENTS WILL BE SUBMITTED FOR BUILDING PERMIT PRIOR TO CONSTRUCTION.
Gross Building Square Footage: 29,603 sf (shaft footprints included), 28,604 sf (shaft footprints subtracted)) (shafts = elevator, mechanical shafts, and enclosed stairs)
Total Stories: 4 Stories, No Basement
Building Rentable Area: 28,214 sf
Building Code Compliance: 2012 IBC, 2009 IEBC, 2012 IECC
Construction Type: V-B / Automatic Sprinkler System
Primary Occupancies: A (Ground Floor Only), M (Ground Floor Only) & B
Primary Fire Separations: 2 hour Fire Wall Along Grid F & F.2; 1 Hour Separation Between Type A Use @ Ground Floor and Type B Use Above; Elevator & Shafts are 2 hr; Egress Stairs are 1 hr
GENERAL BUILDING INFORMATION
8 R . @
7" 6'
ARMATURE , EA SIDE
1' - 0
EXT STL STAIR 05 50 00
(E) ROOF BEYOND
TYPICAL
EQ
EQ
EQ
EQ
EQ
EQ
1 1/2" DIA STL HAND RAIL
1 1/2" x 3" STL CHANNEL ARMATURE FOR STEEL PANEL SUPPORT
STRINGER PER STRUCT
TREAD, RETURN TO 1 1/2" X 3"
STL RAILING
RETURN TO 1 1/2" X 3" STL POST
3' - 6
PAINT
EXISTING FOUNDATION TO REMAIN. REINFORCE AS PER
STRUCT
STEEL POST; SSD, TYP
6' - 0"
6' - 0
8 1/2" 5' - 8" +/- V.I.F. 19' - 4" 2' - 8 3/4"
RECYCLING SL
ID IN
G PA
NE L
6" CONCRETE SLAB
-
---
ALIGN EDGE OF CONC. SLAB WITH (E) TRANSFORMER CONC. SLAB.
4' HIGH PIPE BOLLARD,TYP. SEE DETAIL
9' - 4
4x4 STL POST, SSD
SLAB BELOW
STAY ROLLER
STAY ROLLER
NEW 2x4 FRAMED WALL: 2x4 STUDS @ 16" O.C. SHEATHING RECLAIMED WOOD DROP SIDING FROM NORTH BATHROOM DEMOLITION, PAINTED
PORTION OF (E) WALL TO REMAIN, PREP (E) SIDING FOR PAINT
SLIDING GATE
STAY ROLLER
CONDENSER LOCATION
CONDENSER LOCATION
A1.1
10
A1.111
CONTINUE 8" STL CHANNEL HEADER TO SUPPORT SLIDING DOOR RAIL.
GRADE
10 ' -
0"
4" STEEL STRAPS WELDED TO ARMATURE, BTWN ARMATURE & STEEL PLATES
12GA HOT ROLLED STEEL PLATE, 10" WIDE @ 12" O.C.
BOX STYLE, TOP MOUNTED SLIDING DOOR RAIL, SEE DETAIL
STAY ROLLER
STAY ROLLER
2x2 TUBE STEEL STIFFENER @ MIN. 4'-0" O.C.
OR FROM STL POSTS, WELD TO BACK SIDE OF
STL PLATE
REINFORCE SLAB PER STRUCT.
NEW 2x4 FRAMED WALL: 2x4 STUDS @ 16" O.C. SHEATHING RECLAIMED WOOD DROP SIDING FROM NORTH BATHROOM DEMOLITION, PAINTED
SLIDING DOOR HARDWARE: CROWN INDUSTRIAL BOX STYLE, TOP MOUNTED TO
STL TOP RAIL
WELD TO POSTS
NEW (2) PIECE SHEET METAL CAP
STAY ROLLERS, (3) REQ'D, CROWN INDUSTRIAL #59
1' - 0"
(E ) E
LE CT
RI CA
HSS POSTS, SEE STRUCT.
SLIDING GATE: 10",12 GA MIN. STEEL PLATE FASTENED AT 12" O.C. TO 2x2 TUBE STEEL
FRAME
PORTION OF (E) ROOF STRUCTURE TO REMAIN, OR REBUILD TO MATCH (E) (GC OPTION)
PORTION OF (E) WALL TO REMAIN, PREP (E) SIDING FOR PAINT
6" CONC SLAB
FR OM
S TA
IR N
OS IN
G TO
H AN
DR AI
L 2'
STL RAILING BRACKET @ 4'-0"
1 1/2" x 3" STL CHANNEL POST @ 4'-0" O.C. MAX.
STRINGER PER STRUCT
STAIR TREAD, FASTEN TO CHANNEL PMR
1/2 "
5'x8', 4" THK CONC. PAD FOR RTU
6' HIGH MECHANICAL SCREENING: 12 GA STL PANEL, 10" HIGH @ 12" O.C., ON 2"X2" TUBE STEEL ARMATURE, MOUNTED TO 4x4 POSTS IN CONCRETE PIERS; SSD
BUILDING E FOOTPRINT APPROX. 9700 S.F.
TRASH AND UTILITY AREA; SEE DETAIL
BUILDING F
(E) SS
(E) SS
(E) SS
(E) SS
(E) W
(E ) S
26' - 4"14' - 11"12' - 3"15' - 5"4' - 6"20' - 9"
5' - 1
0" 6'
12GA HOT ROLLED STEEL PLATE, 10" WIDE @ 12" O.C.
2x2 TUBE STEEL STIFFENER @ MIN. 4'-0" O.C. OR FROM STL POSTS, WELD TO BACK SIDE OF STL PLATE
STEEL POST; SSD, TYP
4" STEEL STRAPS WELDED TO ARMATURE, BTWN ARMATURE &
STEEL PLATES
DROP ROD FOR GATE CLOSURE EA SIDE
SWING GATE ROLLER EA SIDE
1' - 4
2x2 TUBE STEEL STIFFENER @ MIN. 4'-0" O.C.
OR FROM STL POSTS, WELD TO BACK SIDE OF
STL PLATE
(2) #5 2'-0" REBAR THROUGH PIPE
3" 8"
E MB
ED , T
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EN S
LA B
AS R
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1/4" = 1'-0" North Exit Stair - Elevation6 1/4" = 1'-0"
Site - Electrical Panel Mounting Wall - West Elevation5
1/4" = 1'-0" Utility and Garbange Area Plan3
1/4" = 1'-0" West Elevation @ Utility / Garbage Area Enclosure9 1/4" = 1'-0"
Sliding Door Detail8
1/16" = 1'-0" Site Plan1
NOTE: AREAS INCLUDED IN THE SCOPE OF WORK FOR THE 'CANNERY BUILDING' PROJECT AREA SHOWN WITH SOLID GRAY HATCH. ALL OTHER SITEWORK TO BE COMPLETED AS A SEPARATE PROJECT AND IS SHOWN SCHEMATICALLY FOR INFORMATION ONLY
THE TIMELINE FOR CONSTRUCTION OF UTILITIES IDENTIFIED AS 'FUTURE' IS CURRENTLY UNKNOWN. PLAN ELECTRICAL AND MECHANICAL SYSTEMS BASED ON EXISTING UTILITIES AND SERVICES.
1/4" = 1'-0" North Elevation @ Utility / Garbage Area Enclosure10 1/4" = 1'-0"
East Elevation @ Utility / Garbage Area Enclosure11
1" = 1'-0" Typical Pipe Bollard4
N o.
D es
cr ip
tio n
D at
DEMOLISH DECORATIVE CONCRETE SLAB. ORIGINAL CONCRETE SLAB BELOW TO REMAIN
(E ) W
DEMOLISH PORTION OF SLAB AS REQ'D FOR STRUCTURAL UPGRADE, TYPICAL.
REMOVE MECHANICAL DUCT AND ALL RELATED HARDWARE AT EXTERIOR OF BUILDING.
DEMOLISH PORTION OF SLAB AS REQUIRED FOR STRUCTURAL UPGRADE.
DEMOLISH PORTION OF SLAB AS REQUIRED FOR STRUCTURAL UPGRADE.
DEMO LOWER PORTION OF WALL AS REQ'D FOR FDTN UPGRADE.
DEMOLISH PORTION OF SLAB AS REQUIRED FOR
ELEVATOR PIT.
DEMO PORTION OF (E) WALL & CURB TO ACCOM (N) OPENING
DEMOLISH PORTION OF SLAB AS REQ'D FOR
STRUCT UPGRADE
ACCESSORIES IN THIS SPACE EXCEPT GWB AT EXT WALLS.
(E) ELEC METERS TO REMAIN
(E) WALL AND PORTION OF
ROOF FRAMING TO REMAIN. SEE
SITE DETAILS
REMOVE KNEE BRACE ABOVE, WEST SIDE OF THIS COLUMN
ONLY
DASHED LINE REPRESENTS SLAB DEMOLITION ASSOCIATED WITH ELECTRICAL & PLUMBING WORK, COORDINATE WITH ELECTRICAL & PLUMBING DESIGN
DEMO LOWER PORTION OF ALL COLUMNS ON GRIDLINE A AS REQ'D FOR STRUCT UPGRADE
REMOVE SPRINKLER PIPING FROM ADJ BLDG. PROVIDE (N) LINE FROM RISER ROOM
REROUTE ROOF DRAIN FROM ADJ BLDG
ABCD
8
7
6
5
4
3
2
1
9
10
E
REMOVE STAIR AND ALL RELATED ACCESSORIES TO EXISTING WOOD WALL FRAMING
DEMOLISH EXISTING FLOORING AND SUBFLOOR AS REQUIRED TO PROVIDE STRUCTURAL UPGRADE. THIS ROOM.
(E) FIRE SPRINKLER LINE TO REMAIN
REMOVE ROOF DRAIN
REMOVE OSB WAINSCOT +/- 36" HEIGHT.
RE MO
VE W
D W
AI NS
CO T
REMOVE MECHANICAL DUCT AND ALL RELATED ACCESSORIES.
VERIFY FUNCTION OF PLUMBING PIPING REMOVE, OR RELOCATE 4" DIA. PLUMBING PIPING AT (4) LOCATIONS THIS WALL.
REMOVE WOOD FRAMED WALL TO TOP PLATE. WALL ABOVE TO REMAIN; SEE IMAGE 2
DEMOLISH FLOORING AND SUBFLOOR AS REQUIRED TO ACCOMMODATE STRUCTURAL UPGRADE. THIS ROOM.
REMOVE +/- 3' X 4' RAMP AND ALL RELATED ACCESSORIES.
MAIN PORTION OF ROOF TO REMAIN.
TERMINATE (E) MEMBRANE AT
ROOF EDGES PMR
REMOVE ROOF OVERHANG TO RIM BOARD.
(E) FIRE SPRINKLER PIPING TO REMAIN
REMOVE (E) ROOF DRAIN
REMOVE (E) COLUMN, SSD
REMOVE (E) COLUMN, SSD
REMOVE ENTIRE FLR STRUCT TO ACCOM (N) STAIR.
REMOVE ENTIRE FLR STRUCT TO ACCOM (N) ELEVATOR.
General Demolition Items 1. DEMOLISH ALL EXISTING WOOD WINDOWS INCLUDING ALL
ACCESSORIES. PREP ROUGH OPENING FOR NEW WINDOW INSTALLATION.
2. REMOVE ALL EXISTING LIGHT FIXTURES, POWER EQUIPMENT, WIRING, RECEPTACLES, AND ALL RELATED ACCESSORIES.
3. REMOVE ALL MISCELLANEOUS NONSTRUCTURAL "SCABBED" WOOD LUMBER ATTACHED TO THE INSIDE OF EXISTING WALL FRAMING, SUBFLOORS, AND ROOF FRAMING. INCLUDE ALL RELATED ACCESSORIES. VERIFY ANY QUESTIONABLE ITEMS OF LUMBER WITH ARCHITECT PRIOR TO COMMENCEMENT OF WORK.
4. ALL EXISTING FLOOR FRAMING, TIMBER COLUMNS, EXTERIOR WALL FRAMING, AND ROOF FRAMING TO REMAIN U.N.O.
5. ALL EXISTING BLOCKING LOCATED 'WITHIN' EXISTING WALL ASSEMBLIES TO REMAIN.
6. ALL EXISTING WINDOW AND DOOR FRAME "INFILL" FRAMING AND SHEET GOODS TO BE REMOVED TO ORIGINAL ROUGH OPENING.
7. REMOVE ALL EXTERIOR METAL SIDING AND ACCESSORIES. REMOVE FIBER CEMENT PANEL FASCIA.
8. REMOVE PORTION OF PARAPET FRAMING FOR PARAPET SHAPE PER ROOF DETAILS.
9. SEE ROOF PLAN FOR ROOF DEMOLITION INFORMATION. 10. SALVAGE AND CLEAN SUFFICIENT QUANTITY OF WOOD DECKING TO
PATCH AREAS INDICATED ON REFLECTED CEILING PLANS TO CLAD SOUTH WALL OF RISER ROOM 110. SEE LEVEL 1 FLOOR PLAN
11. SALVAGE AND CLEAN SUFFICIENT QUANTITY OF 2×10 AND 2×12 LUMBER FOR USE AS EXPOSED BLOCKING IN 3RD AND 4TH FLOOR FRAMING.
DENOTES DEMOLITION OF WALL
Demolition Symbols Legend
DENOTES DEMOLITION OF PLUMBING FIXTURES AND ALL RELATED HARDWARE.
NOTE: CONTRACTOR TO REMOVE ALL RELATED ACCESSORIES FOR EACH DEMOLITION ITEM INDICATED IN LEGEND.
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Demolition Level 22
EXISTING TO REMAIN
CLEAN OUT AND DISCARD DEBRIS AT COLUMN BASES AND
FLOOR DRAINS, TYPICAL.
REMOVE STAIR AND ALL RELATED ACCESSORIES TO EXISTING WOOD WALL FRAMING
REMOVE OSB WAINSCOT +/- 36" HEIGHT. REMOVE T & G WAINSCOT +/- 36" HEIGHT.
RE MO
VE T
REMOVE T & G WAINSCOT +/- 36" HIEGHT.
SPRINKLER PIPING TO
NEW CORE
DEMO MEMBRANE ROOFING, SHEATHING, WOOD I-JOISTS
AND INSULATION, (E) ORIGINAL 2× JOISTS AND WD PLANK. DECKING TO REMAIN.
DEMO PORTION OF PARAPET WALL FOR 'RESHAPED PARAPET.' SEE ELEVATIONS.
ENLARGE OPENING SO SILL SITS BELOW (N) FLOOR DECKING
ENLARGE OPENING SUCH THAT SILL SITS BELOW (N) FLOOR DECKING
DEMO MEMBRANE ROOFING
EXISTING WD HOIST EQUIPMENT TO REMAIN.
SEE GENERAL NOTE 2 FOR ELECTRICAL SCOPE OF WORK THROUGHOUT. REMOVE CEILING BOXES.
REMOVE ROOF DRAIN
REMOVE ROOF DRAIN
REMOVE ROOF DRAIN
REMOVE ROOF DRAIN
ENLARGE ROUGH OPENING AT ALL (E) WINDOW LOCATIONS PER ELEVATIONS UNO. 4TH FLOOR ONLY.
ENLARGE OPENING AS REQ'D FOR (N) DOOR
(E) ROUGH OPENING TO REMAIN
(E) ROUGH OPENING TO REMAIN
ENLARGE R.O. TO 4' WIDE × 9' TALL WITH SILL HEIGHT AT T.O. (N) FLR DECKING
ENLARGE R.O. TO 2'-9" WIDE × 9' TALL WITH SILL HEIGHT AT T.O. (N) FLR DECKING
ENLARGE R.O. TO 4' WIDE × 9' TALL WITH SILL HEIGHT AT T.O. (N) FLR DECKING
General Demolition Items 1. DEMOLISH ALL EXISTING WOOD WINDOWS INCLUDING ALL
ACCESSORIES. PREP ROUGH OPENING FOR NEW WINDOW INSTALLATION.
2. REMOVE ALL EXISTING LIGHT FIXTURES, POWER EQUIPMENT, WIRING, RECEPTACLES, AND ALL RELATED ACCESSORIES.
3. REMOVE ALL MISCELLANEOUS NONSTRUCTURAL "SCABBED" WOOD LUMBER ATTACHED TO THE INSIDE OF EXISTING WALL FRAMING, SUBFLOORS, AND ROOF FRAMING. INCLUDE ALL RELATED ACCESSORIES. VERIFY ANY QUESTIONABLE ITEMS OF LUMBER WITH ARCHITECT PRIOR TO COMMENCEMENT OF WORK.
4. ALL EXISTING FLOOR FRAMING, TIMBER COLUMNS, EXTERIOR WALL FRAMING, AND ROOF FRAMING TO REMAIN U.N.O.
5. ALL EXISTING BLOCKING LOCATED 'WITHIN' EXISTING WALL ASSEMBLIES TO REMAIN.
6. ALL EXISTING WINDOW AND DOOR FRAME "INFILL" FRAMING AND SHEET GOODS TO BE REMOVED TO ORIGINAL ROUGH OPENING.
7. REMOVE ALL EXTERIOR METAL SIDING AND ACCESSORIES. REMOVE FIBER CEMENT PANEL FASCIA.
8. REMOVE PORTION OF PARAPET FRAMING FOR PARAPET SHAPE PER ROOF DETAILS.
9. SEE ROOF PLAN FOR ROOF DEMOLITION INFORMATION. 10. SALVAGE AND CLEAN SUFFICIENT QUANTITY OF WOOD DECKING TO
PATCH AREAS INDICATED ON REFLECTED CEILING PLANS TO CLAD SOUTH WALL OF RISER ROOM 110. SEE LEVEL 1 FLOOR PLAN
11. SALVAGE AND CLEAN SUFFICIENT QUANTITY OF 2×10 AND 2×12 LUMBER FOR USE AS EXPOSED BLOCKING IN 3RD AND 4TH FLOOR FRAMING.
DENOTES DEMOLITION OF WALL
Demolition Symbols Legend
NOTE: CONTRACTOR TO REMOVE ALL RELATED ACCESSORIES FOR EACH DEMOLITION ITEM INDICATED IN LEGEND.
CAREFULLY REMOVE AND SALVAGE DROP SIDING WITH 'BOZEMAN CANNING CO. INC.' AND BLACK BACKGROUND FOR REUSE AT SOUTH STAIR EAST WALL.
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1 A5.1
1 A5.1
3 A5.3
3 A5.3
2 A5.3
2 A5.3
2 HR WALL AT GRIDLINES F & F.2 *APPLY SHEATHING PER STRUCT PRIOR TO 2 HR WALL
I-3SRA 1-5SR
' - 0"
16 ' -
0"
4' - 0 1/2" 9' - 5 1/2" 6' - 6 1/2" 7' - 5 1/2" 8' - 6 1/2" 14' - 0" 14' - 0" 14' - 0"
2' - 9 1/2"
COORDINATE WALL OPENINGS W/ TENANT IMPROVEMENTS, MAX OPENING WIDTH TO MATCH WINDOW R.O. WIDTH @ FLOORS ABOVE
22' - 8"
3RD FLOOR
I-1S
A7.1
11
10
A7.1
8
6
5
7
I-5RI-5R
A7.19
INFILL WALL @ DEMO'D WINDOW LOCATIONS. MODIFY FRAMING TO PROVIDE (2) 48"X 32" OPENINGS, HEAD HEIGHT TO MATCH EXISTING OPENING, AT THESE (4) LOCATIONS.
INFILL WALL @ DEMO'D DOOR LOCATION
INFILL WALL @ DEMO'D WDW LOCATION
E-2
E-2
E-2
102b L.1 Lease W-B
110 Riser Rm
ALIGN (N) WALL FRAMING W/ EXTERIOR WALL FRAMING AT (E) WALL ABOVE.
13 ' -
4"
1-2-4
1-2-4
13 ' -
4"
100D
E-2
E-2E-2
E-4SR
E-2
PLACE NEW FLOOR FRAMING AT THIS LEVEL SUCH THAT T.O.
DECKING OR T.O. GYPCRETE = LEVEL OF (E) FLOOR AT 0 POINT + 1
1/2"
THIS WALL
DIMENSIONS AT THIS WALL
101Cb
DECORATIVE
SITE PLAN
ABCD
8
7
6
5
4
3
2
1
5' - 0
10' - 7 1/2" AFF - STEEL FINISH 10' - 7 1/2"
1/4" STEEL PLATE CANOPY 05 50 00
12' - 2" AFF (2) LAYERS GWB
9' - 0" AFF GWB
9' - 0" AFF GWB
9' - 0" AFF GWB
9' - 0" AFF -GWB
11' - 0" AFF - WD-1
11' - 7" AFF, V.I.F.
STL PLATE LATERAL TIE, TYP. BTWN EA COL
& WALL; SEE DETAIL
(e) BM
(e) BM
111 Corridor
112 Corridor
WALL; SEE DETAIL /1 A7.4
/1 A7.4
ACCESS PANEL
100a L.1 Lease East A
102b L.1 Lease W-B
110 Riser Rm
104a Locker Rm
3' - 2"
5' - 3
5/ 8"
7' - 6" FILLER
CL R
2' - 8
GB-1 10 28 13
MR 10 28 13
SD 10 28 13
UP (3) R @ 7"
4' - 8" 1 1/2"
PLATE STL RAILING 05 50 00
RETURN TO FLR
CL R
5' - 0
A7.1
8
9' - 10 1/2" 10 1/2"
A7.1
13
12
A7.1
4
ALIGN WALL FRAMING W/ EXTERIOR WALL FRAMING AT EXISTING WALL ABOVE.
3
TPH 10 28 13
PTD 10 28 13
SD 10 28 13
104a Locker Rm
CG 10 26 00
FEC 10 44 00
CG 10 26 00
CG 10 26 00
PROVIDE 24"x24"X30" DEEP SUMP PIT AT BOTTOM OF ELEVATOR PIT. COORDINATE LOCATION WITH ELEVATOR MANUF.
5' - 0"
MOP SINK 22 40 00
E-1 NEW EXTERIOR WALL - METAL SIDING-2 - 1 1/2" CONTINUOUS RIGID INSULATION- - WRB-1 - SHEATHING; SSD FOR SHEAR WALL LOCATIONS & NAILING PATTERN - 2x6 WOOD STUD WALL; SSD - R-13 BATT INSULATION BTWN STUDS - 5/8" GWB
E-2 EXISTING EXTERIOR WALL - IMPROVED - METAL SIDING-1 - 1 1/2" CONTINUOUS RIGID INSULATION- - WRB-1 - SHEATHING OVER EXISTING 1x DROP SIDING; SSD FOR SHEAR WALL LOCATIONS & NAILING PATTERN - EXISTING WOOD STUD WALL TO REMAIN - R-13 BATT INSULATION BTWN STUDS - 5/8" GWB
I-1 NEW NON-RATED WALL, 2x STUDS - 5/8" GWB - 2x4 (INDICATED W/ -4) OR 2X6 FRAMING (INDICATED W/ -6) - 5/8" GWB I-1R NEW 1HR RATED WALL, 2x STUDS - WALL ASSEMBLY PER I-1 UL ASSEMBLY U305
I-1S NEW SHEAR WALL, 2x6 STUDS - 5/8" GWB - SHEATHING; SSD - 2x6 FRAMING, SSD - (ADDITIONAL SHEATHING WHERE INDICATED; SSD) - 5/8" GWB
I-1SR NEW 1HR RATED SHEAR WALL, 2x6 STUDS - WALL ASSEMBLY PER I-1S UL ASSEMBLY U305
I-4 NEW NON-RATED WALL, 2x4 STUDS, WD FINISH - WOOD WALL FINISH (WD-1) - 1/2" GWB - 2x4 FRAMING, SSD - 1/2" GWB - WOOD WALL FINISH (WD-1)
I-3S NEW SHEAR WALL, 2x6 STUDS, WD FINISH - WOOD WALL FINISH (WD-1) - 1x FURRING - 5/8" GWB - SHEATHING, SSD - 2x6 FRAMING, SSD - 5/8" GWB I-3SR New 1HR RATED SHEAR WALL, 2x6 STUDS, WD FINISH - WALL ASSEMBLY PER I-3S UL ASSEMBLY U305
I-5R NEW 2HR RATED WALL, 2x6 STUDS - (2) LAYER 5/8" TYPE 'X' GWB - 2x6 FRAMING, SSD - (2) LAYER 5/8" TYPE 'X' GWB UL ASSEMBLY U301
I-5RS NEW 2HR RATED SHEAR WALL, 2x6 STUDS - (2) LAYER 5/8" TYPE 'X' GWB - SHEATHING; SSD - 2x6 FRAMING; SSD - (ADDITIONAL SHEATHING WHERE INDICATED; SSD) - (2) LAYER 5/8" TYPE 'X' GWB UL ASSEMBLY U301
I-2 NEW NON-RATED WALL, 2x STUDS, GWB ONE SIDE - 5/8" GWB - 2x4 (INDICATED W/ -4) OR 2X6 FRAMING (INDICATED W/ -6)
I-8 NEW NON-RATED WALL, 2x4 STUDS, WOOD FINISH - WOOD WALL FINISH (WD-1) - 1/2' PLYWOOD - 2X4 FRAMING
I-6S NEW NON-RATED SHEAR WALL, 2x6 STUDS, GWB ONE SIDE - 5/8" GWB - SHEATHING, SSD - 2X6 FRAMING
E-3 NEW EXTERIOR WALL - WOOD SIDING-4 - 1x FURRING - WRB-1 - SHEATHING; SSD - 2x6 WOOD STUD WALL; SSD - R-21 BATT INSULATION BTWN STUDS - 1/2" GWB - WOOD FINISH WD-1
E-4SR NEW EXTERIOR SHEAR WALL, 1 HR RATED - WOOD WALL FINISH (WD-1) - PT 1x FURRING - WRB-1 - 5/8" EXTERIOR GYP SHEATHING - SHEATHING, SSD - 2x6 FRAMING, SSD - 5/8" GWB
I-7S NEW NON-RATED SHEAR WALL, 2x6 STUDS, GWB ONE SIDE - 5/8" GWB - 2X6 FRAMING - SHEATHING, SSD
I-10 NEW 2HR-RATED FIRE BARRIER, - (2) LAYER GWB EXIST ON WEST SIDE OF WALL, VERIFY - EXISTING 2X FRAMING; ADD FURRING SUCH THAT EAST F.O. FRAMING IS FLUSH WITH EAST F.O. (E) TIMBER FRAME ALONG WALL. - (2) LAYER GWB UL ASSEMBLY U301 * 'A' AFTER WALL TYPE CALLOUT INDICATES MINIMUM STC 40 RATING, ADD ACOUSTICAL BATT INSULATION
1. DIMENSIONS ARE TO F.O. FRAMING U.N.O. 2. GWB, N.I.C; BY TENANT UNLESS REQ'D FOR FIRE RATED
ASSEMBLY OR UNLESS LOCATED AT FINISHED 'CORE' AREA OR UNLESS NOTED OTHERWISE; SEE FINISH SCHEDULE.
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Level 1 - Reflected Ceiling Plan2
1/4" = 1'-0" L.1 @ Core - Enlarged Plan3
PLAN NOTESWALL LEGEND
' - 0"
16 ' -
0"
4' - 0 1/2" 9' - 5 1/2" 6' - 6 1/2" 7' - 5 1/2" 8' - 6 1/2" 14' - 0" 14' - 0" 14' - 0"
20 8
20 3
204 205
209B 209A
I-1R-6A
(E) 2X6 FRAMING & SHEATHING TO REMAIN FROM GL 5-8, THIS WALL. VERIFY NAILING PATTERN MEETS STRUCTURAL REQUIREMENTS
I-1R-4
I-1S
I-1-4
I-1R-4
206
1-2-4
13 ' -
4"
TYPICAL
1-2-4
PATCH AREA W/ SALVAGED WOOD DECKING(E) JOISTS
EXPOSED
6' - 11 3/4" ASF (2) LAYER GWB
1 HR RATED 6' - 11 3/4" ASF GWB
14' - 0" ASF - GWB
9' - 0" ASF - GWB
9' - 0" ASF - GWB
9' - 0" ASF - GWB
7' - 3 1/8" ASF - GWB7' - 3 3/4" ASF - GWB
(1 HR)
VARIES (UNDER-SIDE OF STAIRS, SLOPED)GWB
9' - 0" ASF - GWB
A7.2
14
16
15
3
A8.1
1
A8.1
4
A8.1
2
A8.1
MR 10 28 13
SD 10 28 13
PTD 10 28 13
TO F
LO OR
FR AM
IN G
3' - 4
1/ 2"
5' - 2
STORAGE AREA UNDER STAIR
"
EXTEND RAILING, 1'-0 BEYOND TOP RISER, RETURN TO WALL, EA SIDE
PLATE STL STAIR 05 50 00
8' - 9"
7' - 0
FLOOR PLAN
14 T
13 T
SEE L.1 PLAN
8' - 3
3/ 4"
14 T
11 ' -
STORAGE AREA UNDER STAIR
1' - 2"
3
7' - 4
RETURN TO WALL, TYPICAL @ OUTSIDE RAILING
EXTEND 1'-0" HORIZ @ T.O. STAIR EXTEND 11" @ B.O. STAIR
RETURN TO WALL, TYPICAL @ OUTSIDE RAILING
9"1' - 0"
1' - 0"
3' - 8
5/ 8"
MECH CHASE
10 1/2"
WOOD-FRAMED STAIR ABOVE
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' - 0"
16 ' -
0"
4' - 0 1/2" 9' - 5 1/2" 6' - 6 1/2" 7' - 5 1/2" 8' - 6 1/2" 14' - 0" 14' - 0" 14' - 0"
I-1R-4
1 A5.2
1 A5.2
I-1-6
I-7S
1-5SRI-5R
I-5R
END GWB (N.I.C.)
307B
I-1R-6A
E-1
300 L.3 Lease
9' - 0" ASF - GWB
9' - 0" ASF - GWB
9' - 0" ASF - GWB
9' - 0" ASF - GWB
9' - 0" ASF - GWB
7' - 0" ASF - GWB 7' - 0" ASF - GWB
PATCH AREA W/ SALVAGED WD DECKING
93 ' -
D
8
7
6
5
4
3
2
10' - 3 1/2"
307 L.3 N. Stair
TUBE STL HANDRAIL 05 50 00
WOOD FRAMED STAIR 06 10 00
FR OM
F .O
. F IN
IS H
2' - 2
RUBBER TREAD W/ CONT. RISER 09 65 00
RUBBER TILE (RF-1) 09 65 00
T-1 09 30 00
PTD 10 28 13
PTD 10 28 13
SD 10 28 13
F.O. FRAMING 9 7/8" FROM
TUBE STL HANDRAIL 05 50 00 EXTEND 1'-0" HORIZ @ T.O. STAIR EXTEND 11" @ B.O. STAIR RETURN TO WALL, TYPICAL @ OUTSIDE RAILING
TUBE STL HANDRAIL 05 50 00 CONTINUOUS
WOOD FRAMED STAIR 06 10 00
T-1 09 30 00
EXTEND 1'-0" HORIZ @ T.O. STAIR EXTEND 11" @ B.O. STAIR RETURN TO WALL, TYPICAL @ OUTSIDE RAILING
CONTINUOUS
3' - 1
0" 8'
- 4 1/
2" 4'
- 5 1/
A7.11
GB-1 10 28 13 GB-2 10 28 13
GB-3 10 28 13
SD 10 28 13
1' - 0
"
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E-1
I-1-6
(E) OPENING, ENLARGED; SEE DEMO PLAN
FIXED ROOF ACCESS LADDER
I-1R-4
END GWB (N.I.C.)
EQ 13
CLG MTD LIGHT FIXTURE
WALL MTD LIGHT FIXTURE
WALL MTD LIGHT FIXTURE
REMOVE ALL (E) RECESSED CLG BOXES ((10) PER BAY). PATCH PER DETAIL
PATCH AREA W/ SALVAGED WOOD DECKING
8
A7.3
8
7
6
5
4
3
2
5' - 8
1/ 2"
3' - 9
A7.2
30
31
A7.2
17
20
A7.2
29
4' - 0
AT LANDING
6 1/2"
FR OM
F .O
. F IN
IS H
2' - 2
T-1 09 30 00
4' - 2
T-1 09 30 00
DN DN
CONTINUOUS
CONTINUOUS
403 Janitor
404 Rstrm
CONTROLLER CABT 36Wx67Hx9D W/ FIRE RATED DOOR
SIM
SIM
SIM
FASTEN TO FLOOR EDGE & WALL PER
DETAIL
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PLAN NOTES
EXISTING HOIST TO REMAIN
ROOF ACCESS HATCH 07 72 00
2
SLOPE 3/16:12
STAIR,
TERMINATE PMR
(N) OVERFLOW SCUPPER
END OF (e) PARAPET WALL
CRICKET @ UPHILL SIDE OF SKYLIGHT, TYP.
SCUPPER W/ DS & SPLASH
"
ROOF ASSEMBLY @ EXISTING ROOF STRUCTURE - MEMBRANE ROOFING - 1/4" COVERBOARD - TAPERED INSULATION @ CRICKETS - 4" RIGID INSULATION - EXISTING PLYWOOD DECKING - EXISTING 2x4 FURRING & WD I JOISTS W/ EXISTING BATT INSULATION - EXISTING ORGINAL WOOD PLANK DECKING (EXPOSED) - EXISTING ORIGINAL WOOD JOISTS (EXPOSED)
ROOF ASSEMBLY @ EXISTING ROOF STRUCTURE - MEMBRANE ROOFING - 1/4" COVERBOARD - 4" RIGID INSULATION - EXISTING PLYWOOD DECKING - EXISTING WD I JOISTS - SUSPENDED CEILING N.I.C.; BY TENANT
ROOF ASSEMBLY @ NEW ROOF STRUCTURE - NEW MEMBRANE ROOFING - TAPERED INSULATION @ CRICKETS - 12" SIPS, SSD - EXISTING ORGINAL WOOD PLANK DECKING (EXPOSED) - EXISTING ORIGINAL WOOD JOISTS (EXPOSED)
ROOF ASSEMBLY @ ONE STORY AREA - EXISTING MEMBRANE ROOF TO REMAIN - EXISTING ORGINAL WOOD PLANK DECKING - EXISTING ORIGINAL WOOD JOISTS (EXPOSED) - 5" MIN. SPRAY APPLIED INSULATION - R 21 BATT INSULATION - GWB CEILING, N.I.C. BY TENANT
R.1
R.2
ROOF ASSEMBLY @ NEW ROOF STRUCTURE - NEW MEMBRANE ROOFING - 1/4" COVERBOARD - TAPERED INSULATION - 4" RIGID INSULATION - NEW DECKING; SSD - NEW WD I JOISTS; SSD - GWB CEILING
R.3
R.4
R.5
07 72 00
BACK HEM
1"
1"
CONT SUPPORT BRACKET
PMR
SHEATHING; SSD 06 12 16
2x6 FRAMING 06 10 00
1 1/2" RIGID INSUL 07 21 00
MTL SIDING-2 07 42 13
R-13 BATT INSULATION 07 21 00
ROOF/PARAPET TRANSITION PMR
A2.5 10
MIN. FROM T.O. DECKING
1' - 9
3/ 4"
MEMBRANE ROOFING 07 54 23 WRAP UP PARAPET WALL & OVER T.O. PARAPET
T .O
. R E-
SH AP
ED P
AR AP
ET F
RA MI
NG ; T
YP IC
AL 2'
- 8 " F
RO M
T. O.
(E ) O
RI GI
COVERBOARD 07 54 23
4" RIGID INSUL 07 54 23
(E) ROOF ASSEMBLY TO REMAIN:
WD DECKING; 2X4 SLEEPERS; WD I-JOISTS
ORIGINAL 1x DECKING ORIGINAL 2x RAFTERS
BATT INSULATION
. (E) PLYWD
WRB-1 07 27 13
R-13 BATT INSUL
1 1/2" RIGID INSUL 07 21 00
A2.5 10
MIN. FROM PLATE
D
(E) ROOF ASSEMBLY TO REMAIN: WD DECKING; 2X4 SLEEPERS; WD I-JOISTS ORIGINAL 1x DECKING ORIGINAL 2x RAFTERS BATT INSULATION
WRAP MEMBRANE OVER PARAPET, PMR
.
(E) 2x PARAPET FRAMING
R13 BATT INSUL
4 3/8" A7.3
TAPERED INSUL 07 54 23
COVERBOARD 07 54 23
D
4" RIGID INSUL 07 54 23
.
(E) 2x PARAPET FRAMING
A2.5 11
1 1/2" RIGID INSUL 07 21 00
A2.5 12
COVERBOARD 07 54 23
A7.3 2 SIM
.
T .O
. R E-
SH AP
ED P
AR AP
ET F
RA MI
NG ; T
YP IC
AL 2'
RIGID INSUL
FILL STUD CAVITY W/ BATT INSUL.
UP TO T.O. ROOF INSUL. MIN.
8" M
WRB-1 07 27 13
SAM-2 07 27 13
SAM-2 07 27 13
NEW ROOF EDGE FLASHING
NEW MEMBRANE TERMINATION, PMR
NEW MEMBRANE TERMINATION, PMR
SHEET METAL GUTTER
3"
4"
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PLAN NOTESROOF ASSEMBLIES
3" = 1'-0" Typical Metal Coping @ New Parapet10 3" = 1'-0"
Typical Metal Coping @ Reshaped Parapet11 3" = 1'-0" Typical Membrane Roof to Metal Siding Transition12
1" = 1'-0" Low Parapet @ New Core5 1" = 1'-0"
Parapet Detail 'A' at (e) Upper Roof Structure2
1" = 1'-0" High Parapet @ New Core6
1" = 1'-0" Parapet Detail 'B' at (e) Upper Roof Structure3 1" = 1'-0"
Parapet Detail 'C' at (e) Upper Roof Structure4
1" = 1'-0" Parapet Detail 'D' at (e) Upper Roof Structure7
3" = 1'-0" Typical Scupper Detail13
3" = 1'-0" Roof Edge Detail @ 1 Story Area8
3" = 1'-0" Roof Edge Detail 'B' @ One Story Area9
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LEVEL 2 NEW S.F. 13' - 8 1/2"
LEVEL 3 NEW S.F. 30' - 2"
LEVEL 4 NEW S.F. 43' - 10 1/2"
3 A5.3
3 A5.3
2 A5.3
2 A5.3
OVERFLOW SCUPPER
100D
SF.5
101Ca
OVERFLOW SCUPPER
7B
MTL SIDING-3 (PERF) 07 42 13
MTL SIDING-3 (PERF) 07 42 13 MTL SIDING-3 (PERF) 07 42 13 CUT TO 3'-4" IN HEIGHT;
HORIZONTAL LAP JOINT EVERY 3'-0" O.C.
CONT PANEL
CONT PANEL MTL SIDING-1 07 42 13 CUT TO 3'-4" IN HEIGHT; HORIZONTAL LAP JOINT EVERY 3'-0" O.C.
A6.3 4
RTU LOCATION
RTU LOCATION
RTU LOCATION
RTU LOCATION
A B C D E.4 F.2FD.5 E
1 A5.1
1 A5.1
ROOF
101D
209C
A.3A.3
1 A5.2
1 A5.2
MTL SIDING-1 PANELS CUT TO 3'-4" IN HEIGHT; HORIZONTAL LAP JOINT
EVERY 3'-0" O.C.
(N) GUTTER
STL PANEL STAIR RAILING 05 50 00
RTU LOCATION
A6.3 4
RTU LOCATIONS
LEVEL 1 0"
87654321 9 10
LEVEL 4 NEW S.F. 43' - 10 1/2"
3 A5.3
3 A5.3
2 A5.3
2 A5.3
A.1B.1 A.1 A.1 A.1 SF.4SF.3
13
MTL SIDING-2 07 42 13 MEMBRANE FLASHING
ALUM CLAD WD WDWS 08 52 13 TYPICAL
ALUM FRAMED STOREFRONT 08 41 13
SHEET MTL TRIM 07 60 00
8
A2.5
MTL SIDING-1 PANELS CUT TO 3'-4" IN HEIGHT; HORIZONTAL LAP JOINT EVERY 3'-0" O.C.
SI GN
LO CA
TIO N
A6.3 4
RTU LOCATION
RTU LOCATION
RTU LOCATION
HOSE BIB LOCATION
ROOF
07 42 13
HEAD & DS
MTL SIDING-1 PANELS CUT TO 3'-4" IN HEIGHT; HORIZONTAL LAP JOINT EVERY 3'-0" O.C.
RTU LOCATION
PROVIDE SPLASHBLOCK
103
FACE
1 1/2" RIGID INSUL 07 21 00
SHEET MTL CORNER TRIM 07 72 00
MTL SIDING 07 42 13
1"
4"
x
BACK HEM
1"
1"
MTL SIDING 07 42 13
WBR-1 DBL LAYER @ CORNER, PMR
SHEET MTL TRIM 07 60 00 SHEET MTL TRIM 07 60 00
1 1 /4"
4"
HEM
SHEET MTL TRIM 07 60 00 OVER 5/4 PT PLYWD
SAM-1 07 27 13 EXTEND MIN. 2" ABOVE T.O. MTL FLASHING
SLOPE TO DRAIN
(E) CONC CURB, HEIGHT AND WIDTH VARY
SEE PLANS EXT. WALL ASSEMBLY E-2;
8"
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North Elevation2
South Elevation4
3" = 1'-0" Typical Outside Corner Detail @ Metal Siding5 3" = 1'-0"
Typical Inside Corner Detail @ Metal Siding6 3" = 1'-0" Base of Wall @ (E) Concrete Curb7
N o.
D es
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D at
VERIFY THAT WINDOW SILL IS MIN. 30" ABOVE ADJACENT ROOF
LEVEL 1 0"
LEVEL 3 (T.O. (E) FLOORING) 28' - 9"
LEVEL 2 NEW S.F. 13' - 8 1/2"
LEVEL 4 NEW S.F. 43' - 10 1/2"
3 A5.3
3 A5.3
16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0"
2 A5.3
2 A5.3
ROOF ACCESS HATCH
ROOF ACCESS LADDER
4' - 8" 7
1 HR RATED CLG: (2) LAYER GWB ON RESILIENT CHANNEL
2' - 4
5 1/2"
1' - 5
RB-1 09 65 00
WB-1 06 20 00
WB-1 06 20 00
09 21 16
WB-1 06 20 00
WB-1 06 20 00
RB-1 09 65 00
209A
407
303
403
307A
100D
R.3
R.4
09 21 16
3' - 6 1/4"
?
Rstrm 404
Rstrm 402
GB-1GB-1
A6.3 6
A2.5 6
SIMA2.5 5
A2.5 2SIM
7'- 0"
M IN
IM UM
GB-3
RETURN GWB TO UNDERSIDE OF DECKING
GWB TO UNDERSIDE OF DECKING
1 HR RATING EXTENDS TO EXT. SHEATHING
CEILING ASSEMBLY WRAPS UNDERSIDE OF GLB
TYPICAL
F-3
DECKING
GWB CEILING ON WD FRAMING, TYP
17 ' -
6
A7.3
PI T
DE PT
H 5'
TENANT ROSTER & CALL BOX
PIPE SHROUD, TYPICAL
GUARDRAIL EA SIDE OF LADDER
R.1
R.2
R.3
R.4
R.5
FLOOR ASSEMBLY @ NEW SLAB ON GRADE - EXISTING SLAB ON GRADE TO REMAIN - OVERPOUR NEW SLAB ON GRADE. T.O. NEW SLAB ON GRADE TO MATCH ELEVATION OF SLAB ON GRADE AT EXISTING SLAB BETWEEN GRIDLINES # & #, AND A & A
F.1
FLOOR ASSEMBLY @ NEW FLOOR FRAMING - FLOOR FINISH PER SCHEDULE - WD DECKING; SSD - WD I-JOISTS, SSD - ACOUSTICAL BATT INSULATION - GWB CEILING
F.3
FLOOR ASSEMBLY @ SISTERED JOISTS; 2ND FLOOR NORTH WEST - FLOOR FINISH BY TENANT - WD DECKING; SSD - (E) WD DECKING TO REMAIN - 2X JOISTS SISTERED TO (E) JOISTS, SSD - ACOUSTICAL BATT INSULATION - (2) LAYER GWB CEILING INSTALLED W/ RESILIENT ISOLATION CLIPS
F.4
FLOOR ASSEMBLY @ 2ND FLOOR SOUTH WEST - FLOOR FINISH PER SCHEDULE OR BY TENANT - WD DECKING; SSD - 11 7/8" I JOISTS PLACED BETWEEN (e) 2x JOISTS, SSD - ACOUSTICAL BATT INSULATION - (2) LAYER GWB CEILING INSTALLED W/ RESILIENT ISOLATION CLIPS
F.5
FLOOR ASSEMBLY @ 1 HR RATED FLOOR; 2ND FLOOR GA File No. FC 5111 - FLOOR FINISH BY TENANT - 1 1/2" GYPCRETE - WD DECKING; SSD - 11 7/8" I JOISTS PLACED BETWEEN (e) 2x JOISTS, SSD - ACOUSTICAL BATT INSULATION - (2) LAYER GWB CEILING INSTALLED W/ RESILIENT ISOLATION CLIPS
F.6
FLOOR ASSEMBLY @ 3RD FLOOR - FLOOR FINISH PER SCHEDULE - WD DECKING; SSD - 11 7/8" I JOISTS - ACOUSTICAL BATT INSULATION - (2) LAYER GWB, W/ TAPED JOINTS - (e) WD DECKING EXPOSED TO SPACE BELOW - (e) 2X JOISTS EXPOSED TO SPACE BELOW
F.7
F.8
1 HR RATED FLOOR ASSEMBLY @ NEW FLOOR FRAMING GA File No. FC 5241 - FLOOR FINISH PER SCHEDULE - WD DECKING; SSD - WD I-JOISTS, SSD - ACOUSTICAL BATT INSULATION - (2) LAYER GWB CEILING INSTALLED ON RESILIENT CHANNELS PER GA ASSEMBLY
F.2
CONCRETE SLAB
1' - 4
GRAVEL, SSD
TURN DOWN SLAB, SSD
1" RIGID INSULATION AT PERIMETER OF SLAB AT RECESSED ENTRY AREAS
(E) CONCRETE SLAB
(E) CONCRETE SLAB & FND'N
INDICATES RATED ASSEMBLY , SEE WALL OR FLOOR ASSEMBLY FOR MORE INFORMATION
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SECTION NOTESROOF & FLOOR ASSEMBLIES LEGEND
1" = 1'-0" Sill Detail @ SSG Storefront2
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9 10
LEVEL 4 NEW S.F. 43' - 10 1/2"
3 A5.3
3 A5.3
2 A5.3
2 A5.3
A5.2 2
VARIES
VARIES
RE-USE SALVAGED 2x LUMBER AT BLOCKING, TYPICAL 3RD & 4TH FLOORS
A2.5 9
STEEL CONNECTOR; SSD
OPEN TO BEYOND
A7.3
RTU LOCATION
F.1
F.3
F.4
F.5
F.6
F.7
F.8
F.2
R.1
R.2
R.3
R.4
R.5
A4.1 7
5 1/2"
VA RI
07 21 00
CUT BOTTOM END OF (E) STUD AS REQUIRED TO ACCOMMODATE NEW SILL PLATE
(N) PT SILL PLATE
ASSEMBLY FOR MORE INFORMATION
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ROOF & FLOOR ASSEMBLIES LEGEND
SECTION NOTES
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SPACE, TYPICAL
GWB CEILING ON 2x FRAMING, N.I.C. BY TENANT
EXISTING STRUCTURE TO
WEST
2 HR WALL CONSTRUCTION REQUIRED: VERIFY THAT (2) LAYERS OF GWB EXISTING ON 'BREW-PUB' SIDE OF WALL INSTALL (2) NEW LAYERS OF GWB PER U301.
A7.4 9
HEIGHT
11 ' -
2 HR WALL CONSTRUCTION UP TO 30" ABOVE ADJACENT ROOF
INFILL (e) OPENING
FLASHING, PMR
F D.5E
1 A5.1
LEVEL 4 NEW S.F. 43' - 10 1/2"
2 HR WALL CONSTRUCTION UP TO 30" ABOVE ADJACENT ROOF
(E) EXPOSED JOISTS
A5.3 4
A5.3 5
A5.3 5
A2.5 2
A2.5 3
A4.1 7
EXTEND RATED WALL ASSEMBLY TO UNDERSIDE OF (N) 2ND LEVEL DECKING
I-3SRA
MEMBRANE ROOFING 07 54 23
2 HR WALL CONSTRUCTION REQUIRED: VERIFY THAT (2) LAYERS OF GWB EXISTING ON 'BREW-PUB' SIDE OF WALL INSTALL (2) NEW LAYERS OF GWB PER U301.
R1
F.8
F.7
F.6
F.4
F.1
101 Lobby
SPACE, TYPICAL
A6.1 2 TYP
A6.1 1 TYP
FLASHING, PMR
GR ID
LI NE
(E) TIMBER BEAM BEYOND
NOTE: FLOOR/CEILING BETWEEN 1st AND 2nd FLOORS TO BE 1HR FIRE
RATED; GA File No. FC 5111
(E) WD JOISTS
N.I.C.; BY TENANT
(2) LAYER GWB
GWB 09 21 16
(N) 2x BLOCKING; SSD
(N) 2x BLOCKING; SSD
GYPSUM CEMENT UNDERLAYMENT
03 54 13
ACOUSTICAL BATT INSUL 09 21 16
FIRESAFING
FIRESAFING
GR ID
LI NE
WOOD I-JOISTS; SSD 06 11 13
ACOUSTICAL BATT INSUL 09 21 16
GWB 09 21 16
(E) DROP SIDING
1 1/2" RIGID INSUL 07 21 00
F.6
SEE FLOOR PLANS WALL TYPE E-2
F.1
F.3
F.4
F.5
F.6
F.7
F.8
F.2
R.1
R.2
R.3
R.4
R.5
INDICATES RATED ASSEMBLY , SEE WALL OR FLOOR ASSEMBLY FOR MORE INFORMATION
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1/4" = 1'-0" Building Section/Elevation Through Core E-W 12 1/4" = 1'-0"
Building Section/Elevation Through Core E-W 23
1" = 1'-0" Typ Floor Detail @ 1 Hr Rated Assembly4 1" = 1'-0"
Typ Floor Detail @ Level 3 & 45
ROOF & FLOOR ASSEMBLIES LEGEND
(e) R.O. 4' - 7 1/2"
7' - 1
NOTE: DETAILS ARE TYPICAL AT ALL DOUBLE HUNG WINDOW GROUPS
7' - 1
1" (e
) R .O
7' - 8
SAM-1 07 27 13, WRAP OVER WD SPACER
GWB 09 21 16 N.I.C.; BY TENANT
SEALANT
GWB RETURN & TRIM 09 21 16
N.I.C.; BY TENANT
1"
(e) 2X6 FRAMING
CAULK
N.I.C.; BY TENANT
NAILING FIN
RIGID INSUL
SEALANT & BACKER ROD 07 92 00
1"
N.I.C.; BY TENANT CAULK
GWB 09 21 16
ALUM CLAD WD WDWS 08 52 13
WD SPACER AS REQ'D FOR EQ. HEAD HT
EXTERIOR
SHIM SPACE
(e) R.O.
SAM-1 07 27 13, WRAP OVER WD SPACER, LAP OVER WRB
N.I.C.; BY TENANT
EXTERIOR
(E) 2x FRAMING
FOR EQ. SILL HT
TRIM-2 06 20 00
7' - 1
(e) R.O. 4' - 7 1/2"
4' - 6"4' - 6"
7' - 1
(e) R.O. 4' - 7 1/2"
LEVEL 4 NEW S.F. 43' - 10 1/2"
7' - 1
1" R
T T
10
A6.1
12
A6.1
11
A6.1
NOTE: DETAILS INDICATED HERE ARE TYPICAL AT ALL PATIO DOOR ASSEMBLIES
T T
7' - 1
4' - 6"4' - 6"
A.3 WINDOWS
SAM-1, WRAP INTO R.O.
N.I.C.,; BY TENANT
N.I.C.; BY TENANT
HEADER PER STRUCT
2X4 FURRING, SEE PLAN
SEALANT & BACKER ROD 07 92 00 EA SIDE
SEE FLOOR PLAN EXTERIOR WALL TYPE E-2
SLOPE TO DRAIN
8' - 0" R.O. 4 3/4" R.O. 3' - 0"
NOTE: DETAILS INDICATED HERE ARE TYPICAL AT ALL HOPPER WINDOW GROUPS
F.3
G.3
- 0 "
R.O. 3' - 0" 4 3/4" 7' - 10" R.O. 8 3/4" R.O.
3' - 0" 3' - 0"
LAP OVER NAILING FIN
SHIM SPACE, PER MANUF.
GWB 09 21 16
WRB-1 07 27 13SEALANT
TRIM-2 06 20 00
.O .
R.O. 3' - 0" 4 3/4" 7' - 10" R.O. 8 3/4"
R.O. 3' - 0"
R .O
LAP OVER HEAD FLASHING
SEE FLOOR PLANS EXTERIOR WALL TYPE E-1
1 1 /4" TRIM-2
PT NAILER, WRAP W/ SHEET MTL TRIM
SEALANT SEALANT
R.O.
SEALANT
INTERIOR
SHEET MTL SILL 07 60 00
WRB-1 07 27 13
ALUMINUM WINDOW 08 52 13
1"
SEALANT
SEALANT
LAP OVER NAILING FIN
WRB-1 07 27 13
J-METAL TRIM
TRIM-2 06 20 00
WRB-1 07 27 13
LAP OVER MTL TRIM
1/4" STEEL PLATE TRIM 05 50 00
ALUM CLAD INSWING DOOR 08 52 13
GWB, N.I.C.; BY TENANT
SE E
FL OO
R PL
SAM-1, WRAP INTO R.O., LAP OVER WBR
1 1/2" RIGID INSUL 07 21 00
WRB-1 07 27 13
N.I.C.; BY TENANT
EA SIDE
STUD TO BLOCKING
C8x11.5 STEEL CHANNEL FRAME
1/2"x1/2" STL BAR BEYOND
2x2x3/16 STEEL ANGLE, TYPICAL
ALUM. PLATE PERIMETER FRAME
2 1 /2"
(2) ROWS 3/8" DIA LAG X 4" EMBED INTO BLKING @ 16" O.C. MIN 2" FROM END OF BLKG
T T
5' - 11 7/16"
2' - 9
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Window Group B.1B.1
1) EXISTING ROUGH OPENING ((E)R.O.) DIMENSIONS VARY BY +/- 3/4". VERIFY DIMENSIONS IN FIELD
2) (E) R.O. SILL HEIGHTS VARY BY +/- 1 1/2". PLACE WINDOWS SUCH THAT ALL SILL HEIGHTS ARE THE SAME IN RELATION TO NEW, LEVELED, FLOOR HEIGHTS.
3 INSTALL WINDOWS, SAM, AND WRB PER AAMA 2400- 10 AND MANUFACTURER'S RECOMMENDATIONS
3" = 1'-0" Jamb Detail @ Wood Window3
3" = 1'-0" Mullion Detail @ Wood Window4
3" = 1'-0" Head Detail @ Wood Window1
3" = 1'-0" Sill Detail @ Wood Window2
1/4" = 1'-0" Window Group A.2A.2
1/4" = 1'-0" Window Group A.3A.3
1/4" = 1'-0" Window Assembly B.4B.4
1/4" = 1'-0" Patio Door PD.4PD.4
1/4" = 1'-0" Patio Door PD.3PD.3
1/4" = 1'-0" Patio Door PD.2aPD.2a 1/4" = 1'-0"
Window Group C.2C.2
3" = 1'-0" Head Detail @ Patio Door10
1/4" = 1'-0" Hopper Window Group F.3F.3 1/4" = 1'-0"
Hopper Window Group G.3G.3
3" = 1'-0" Mullion Detail 'A' @ Hopper Window w/ Perf Panel9
1/4" = 1'-0" Hopper Window Group H.4H.4 1/4" = 1'-0"
Hopper Window Group I.4I.4 1/4" = 1'-0" Hopper Window Group JJ
3" = 1'-0" Head Detail @ Hopper Window w/ Perf Panel5
3" = 1'-0" Sill Detail @ Hopper Window w/ Perf Panel6
3" = 1'-0" Jamb Detail 'A' @ Hopper Window w/ Perf Panel7
3" = 1'-0" Jamb Detail 'B' @ Hopper Window w/ Perf Panel8
3" = 1'-0" Jamb Detail @ Patio Door12
3" = 1'-0" Sill Detail @ Patio Door11
1/4" = 1'-0" Patio Door PD.2bPD.2b 1/4" = 1'-0"
Skylight Sl.1 SL.1 1/4" = 1'-0" Window Group D.2D.2 N
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eq eq
READER LOCATION
CUSTOM WOOD DOOR SEE DETAIL /11 A6.2
9
A6.2
10
A6.2
12 ' -
ALIGN CL OF MULLION W/ CL OF INTERIOR WALL BEYOND
3' - 0"
9' - 6" R.O.
4' - 2 1/2"
EA SIDE
BATT INSULATION
BRAKE METAL TRIM IN CONT. BEDDING SEALANT
PT WOOD NAILER 06 10 00
ALUM FRAMED STOREFRONT
07 60 00
WD-1 06 20 00
WOOD NAILER 06 10 00
GWB CLNG 09 21 16
RESILIENT ISOLATION CLIPS 09 21 16
IN CONT. BEDDING SEALANT
1' - 0" 4"
4 1 /2"
07 46 23
WRB-1 07 27 13
PT WOOD NAILER 06 10 00
08 41 13
WD-1 06 20 00
08 41 13
BATT INSULATION 07 21 00
SOLID CORE DOOR 08 14 00
PT WD NAILER
10 "
4x4 BLKG CONNECTED TO CLG FRAMING W/ LUS44 HANGER EA SEND, TYP.
SIMPSON SDS25412 SCREW @ 24" O.C.
L5x3x1/4x4" L5x3x1/4xCONT.
SEALANT CEILING MTD LIGHT FIXTURE
EA SIDE
VERTICAL MULLION BEYOND
(N) CONCRETE SLAB OVER (E) CONCRETE SLAB
1" RIGID INSULATION AT PERIMETER OF SLAB AT RECESSED ENTRY AREAS
WD-1 06 20 00
SIDING-4 07 46 23
EA SIDE
SEALANT
CORNER MULLION
WRB-1 07 27 13 LAP OVER MTL TRIM
SE E
FL OO
R PL
AN S
EX TE
RI OR
W AL
SIDING-4 OVER FURRING 07 46 23
BACKER ROD & SEALANT EA SIDE SAM - WRAP INTO WINDOW OPENING
WBR
R.O.
?
LAP OVER MTL TRIM 1 1/2" RIGID INSUL 07 21 00
1/4" STEEL PLATE TRIM 05 50 00
EA SIDE
SEALANT
SAM-1
VERT RABBET JOINT
1/4" STEEL PLATE 05 50 00
1/4" STEEL PLATE CANOPY 05 50 00
SOFFIT-1 07 46 23
BEYOND
LAP OVER FLASHING
4 1 /4"
STEEL TABS @ 12" O.C. WELDED TO T.O. STL PLATE
SEALANT & BACKER ROD, TOP & BOTTOM OF CLOSURE BLOCK
6"
(2) SIMPSON SDS25412 SCREWS
TYPICAL
TYPICAL
MTL FLASHING, SLOPE TO DRAIN, W/ DRIP EDGE SET IN CONT. BEDDING SEALANTWBR-1
BATT INSULATION 07 21 00
EXTERIOR INTERIOR
EXTERIOR GYP SHEATHING
2x PT CLOSURE BLOCK, WRAP W/ SHEET MTL
STEEL TABS @ 12" O.C. WELDED TO T.O. STL PLATE
SEALANT & BACKER ROD, TOP & BOTTOM OF CLOSURE BLOCK
(E) TIMBER FRAME
APPLY FIRESTOPPING AT JOINT BETWEEN TIMBERFRAME AT RATED WALL AS REQUIRED FOR 1 HR RATING
1 1/2" RIGID INSUL 07 21 00
WRB-1 07 27 13
SOFFIT-1 07 46 23
2X CEILING FRAMING DBL LAYER WRB 12" EA DIRECTION TYPICAL AT INSIDE & OUTSIDE CORNERS
10" STL KICKPLATE, CUSTOM FABRICATED FROM 1/8" STL PLATE. BLACKENED
SOLID WD CORE DR WITHIN STRFRNT SYSTEM. WD TO MATCH ADJ WALL FINISH EA SIDE.
STL PULL INSET INTO WOOD. BLACKENED FINISH. SEE DOOR PULL DETAIL.
CONT STL FRM ATTACHED TO WIDE- THROW HINGE. BLACKENED
1' - 0
3 3/4" 4"
1" 1 3/8"
1" 1 1
STL PULL INSET INTO WOOD. BLACKENED FINISH.
2"
1/2" DIA STEEL BAR @ TOP & BOTTOM OF PULL, BLACKENED FINISH
SOLID WOOD CORE DA TE
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Storefront Assembly SF.1bSF.1b 1/4" = 1'-0" Storefront Assembly SF.2SF.2 1/4" = 1'-0"
Storefront Assembly SF.5SF.5 1/4" = 1'-0" Storefront Assembly SF.3SF.3 1/4" = 1'-0"
Storefront Assembly SF.4SF.4
3" = 1'-0" Head Detail 'A' @ SSG Storefront3 3" = 1'-0"
Head and Transom Detail 'A' @ SSG Storefront2
3" = 1'-0" Threshold Detail @ Entry Door5 3" = 1'-0"
Jamb Detail 'A' @ SSG Storefront7 3" = 1'-0" Corner Mullion Detail @ SSG Storefront9 3" = 1'-0"
Jamb Detail 'B' @ SSG Storefront10
3" = 1'-0" Jamb Detail 'C' @ SSG Storefront13 3" = 1'-0"
Jamb Detail 'D' @ SSG Storefront14
3" = 1'-0" Mullion Detail @ SSG Storefront18
3" = 1'-0" South Entry Canopy Detail1 3" = 1'-0"
Steel Canopy Edge Condition4
Door Pull Detail12
SHEET MTL TRIM (FL-2) 07 60 00
LINE OF MTL TRIM BELOW
SEE FLOOR PLANS WALL ASSEMBLY E-2
(E) TRIM BLOCK (E) WOOD SIDING
(E) SHEATHING
(E) GWB
SEE FLOOR PLANS WALL ASSEMBLY I-10
SEE FLOOR PLANS WALL ASSEMBLY I-10
SE E
FL OO
R PL
AN S
W AL
MTL SIDING 07 42 13
SHEET MTL J-TRIM (FL-2) 07 60 00
LINE OF MTL TRIM BELOW
WRB-1 07 27 13
SHEATHING; SSD
1/2" PLYWOOD
(E) GWB
LEVEL 2 NEW S.F. 13' - 8 1/2"
EDGE OF SHEET MTL TRIM BEYOND
H.M. DOOR
METAL GRATING
WRB-1 07 27 13
SEALANT 07 92 00
GWB 09 21 16
07 27 13
8 3/4"
GWB 09 21 16
WRB-1, LAP OVER SAM-1
H.M. DOOR
SE E
FL OO
R PL
AN S
W AL
LEVEL 1 0"
H.M. DOOR
1/4"
SE E
BU ILD
IN G
SE CT
ROOF HATCH FLASHING PMR
1' - 0
2" X 6" X 1/8" ALUM. EXTRUDED CHANNEL LADDER STRINGS
4" X 1 1/4" ALUM. SERRATED TREAD BEYOND
SAFETY END CAP, TYP.
1.66" ALUM. PIPE HANDRAIL
11"
4" X 2" X 1/8" ALUM. FLAT BAR PIPE FLANGE W/ 1/4" X 1" S.S. H.H.M.B. W/ NUT & WASHER , (2) PER BRACKET
CRICKET
GUARDRAIL BEYOND, 12ga STEEL PLATE ON 1 1/2" X 3" ARMATURE, EA SIDE OF SHIPS LADDER. SEE DETAIL
1/4" STEEL PLATE BRACKET W/ (4) 3/8" LAGS
/9 A7.3
RECOMMENDATIONS
(E) 2x ROOF JOISTS PASS UNDER SKYLIGHT, DO NOT MODIFY EXISTING FRAMING AT SKYLIGHT LOCATIONS.
(E) 1x ROOF DECKING
GWB 09 21 16
COUNTERFLASHING PER SKYLIGHT MANUF.
FIXED CURB SKYLIGHT 08 62 23
PT WOOD NAILER
SHEET MTL TRIM (FL-2) 07 60 00 SEALANT & BACKER ROD 07 92 00
LIGHT FIXTURE
WRB-1 07 27 13
LIGHT FIXTURE
SHEET MTL TRIM (FL-2) 07 60 00
ELEC BOX AS REQUIRED
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3" = 1'-0" Plan Detail @ South West Building Corner5
3" = 1'-0" Sill Detail @ Exterior HM Door12 3" = 1'-0"
Head Detail @ Exterior HM Door13 3" = 1'-0" Jamb Detail @ Exterior HM Door14 3" = 1'-0"
Sill Detail 'B' @ Exterior HM Door11
3" = 1'-0" Transition Detail @ 2nd Level Roof6
1" = 1'-0" Ships Ladder and Roof Access Hatch Detail1 3" = 1'-0"
Skylight Detail2
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06 20 00
1/2" DIA STL ROD; SSD 05 12 00
1/4" x 3" STL PLATE 05 50 00 EVERY (4) TREADS
CG 10 26 00CG
WD-1 06 20 00
WD-1 06 20 00
102aB 102b 102c 101Ca
08 80 00 WD-1 06 20 00
CTG-2 08 80 00
GWB
102d
101DFEC
102e
FINISH RING EA SIDE
5
A8.1
WD-1 06 20 00
1' - 2
WD-1 06 20 00
CTG-2 08 80 00
CTG-2 08 80 00
WD-1 06 20 00
WD-1 06 20 00
CTG-2 08 80 00
WD-1 06 20 00
CTG-2 08 80 00
WD-1 06 20 00
CTG-2 08 80 00
WD-1 06 20 00
CTG-2 08 80 00
CG-1 08 80 00
08 80 00
BUTT GLAZED CORNER
7' - 7 1/2" 16' - 4" 1' - 8" 7' - 5" 6' - 2" 13' - 3" 1' - 8" 4' - 3" 7' - 8" 10' - 6" 7' - 8" 6' - 10 5/8" 3' - 4" 5' - 9 3/8"
11 ' -
0"12 ' -
2"
102d
(E) BEAM
CUT GLASS TO ACCOMMODATE (E) BM
102eWD-1 06 20 00
CTG-2 08 80 00
CG-1 08 80 00
WD-1 06 20 00
RELOCATED SALVAGED EXTERIOR SIDING W/ TEXT READING 'BOZEMAN'
RELOCATED SALVAGED EXTERIOR SIDING W/ TEXT READING 'CANNING CO.'
7
A8.1
SIDING-4 07 46 23
6
A7.3
10
A8.1
GWB 09 21 16
GWB 09 21 16
203 L.2 Lobby
1x WD TRIM, PAINT BLACK
WD-1 06 20 00
5
A7.4
7
A7.46
A7.4
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1/4" = 1'-0" 101 Lobby Corridor - North8
1/4" = 1'-0" 101 Lobby Corridor - South5
1/4" = 1'-0" 101 Lobby/RR Vest - North13 1/4" = 1'-0"
101 Lobby/RR Vest - South12 1/4" = 1'-0"
Janitor Closet - Typ Mop Sink14
1/4" = 1'-0" 101 Lobby/Stair - South4
1/4" = 1'-0" 102 L-1 - East10 1/4" = 1'-0"
102 L-1 - North11 1/4" = 1'-0" 102 L.1 - Partial West9
1/4" = 1'-0" 101 Lobby - East3 1/4" = 1'-0"
Feature Stair West1
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FIN. FLOOR FIRE EXTINGUISHER UNIT WEIGHT LESS THAN 40 LBS.
FIRE EXTINGUISHER UNIT WEIGHT MORE THAN 40 LBS.
FEC
GB-2
ACCESSORIES ABBREVIATIONS: DCS DIAPER CHANGING STATION DF DRINKING FOUNTAIN FEC FIRE EXTINGUISHER CABINET HD HAND DRYER GB GRAB BAR M MIRROR PTD PAPER TOWEL DISPENSER SD SOAP DISPENSER TPH TOILET PAPER HOLDER WR WASTE RECEPTACLE
SPEC SECTION TOILET ACCESSORIES 10 28 13
DCS
3' - 0"
EXPOSED PIPES
9" M
IN 27
" M IN
2'- 9"
M IN
34 " M
TYP
PIPING
GB3
GB-3
T-2 09 30 00
TB-1 09 30 00
GWB 09 21 16
GWB 09 21 16
TB-1 09 30 00
GWB 09 21 16
7' - 4
TB-1 09 30 00
TRIM -2
7' - 4
TRIM-2 06 20 00 TYPICAL AT HOPPER WINDOWS, PAINT WHITE
GWB 09 21 16
GWB 09 21 16
FRP-1 09 72 12
RB-1 09 65 00
TRIM-2
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1/4" = 1'-0" 106 Bathroom - West2 1/4" = 1'-0"
106 Bathr

Documents

Architectural and Structural Drawings - Langlas & Associates