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20140164 Approved Signed Bldg Plans 10232014 (Olympia Fed Savings)OIL YMPIA FEDERAL SA VINGS NEW YELM BRANCH 907 YELM A VENUE, YELM, WA. MSGS Project No. 13- 133 ARCHITECT: MSGS ARCHITECTS 510 CAPITOL WAY S. OLYMPIA, WA 98501 PH: 360.943.6774 FX: 360.352.7005 TOM SANFORD, PROJECT ARCHITECT EMAIL: TOMS @MSGSARCH.COM CIVIL ENGINEER: SCJ ALLIANCE 8730 TALLON LANE NE ;LACEY, WA 98516 PH: 360.352.1465 FX: 360.352.1509 JAMES GIBSON, PE EMAIL: jimg @scjallionce.com LANDSCAPE ARCHITECT: GLANDER AND ASSOCIATES 1821 4TH AVE. E. OLYMPIA, WA 98506 PH: 360.357.6972 FX: 360.786.8073 Jeff Glander,ASLA EMAIL: jeff@glanderassociates.com STRUCTURAL ENGINEER: PCS STRUCTURAL SOLUTIONS 1250 PACIFIC AVENUE, SUITE 701 TACOMA, WA 98402 PH: 253.383.2797 FX: 253.383.1557 Jeff Klein, SE EMAIL: jklein @pcs- structural.com MECHANICAL /PLUMBING ENGINEER: SUNSET AIR 5210 LACEY BOULEVARD SE LACEY, WA 98503 PH: 360.456.4956 ext -116 FX: 360.456.4990 Joe Bettridge, PE EMAIL: jab (?Dsunsefair.com ELECTRICAL ENGINEER: BCE ENGINEERS 6021 12TH STREET EAST SUITE 200 FIFE, WA 98424 PH: 253.9220446 FX: 253.922.0896 Ben Hedin, PE EMAIL: ben.hedin @bceengineers.com SHEET INDEX Cover PROJECT TITLE, CONSULTANT ADDRESSES, VICINITY MAP & SHEET INDEX G 1.00 PROJECT DATA AND CODE DATA G2.10 OCCUPANCY PLAN G3.00 ACCESSIBILITY STANDARDS CIVIL L� 0 0 lr� U (N Lr) U (h o0 '0 (y) Ili 0 lei U a� }o �co O co O O o QN ° 3 SD n .Q E N Z Q 'V H' Z Q �W W II`LI LLM y/ Q1 10 IW CL 7 ]` J O Q 3� 1 M J uj r0 Lei Z z U W W <Q O < cl- J W n O L Revisions i Closing Date L�\ 7 -1414 JULY 4=4 PERM11 SET No. EC1 TESC PLAN EC2 TESC DETAILS SPl HORIZONTAL CONTROL AND PAVING PLAN GDl GRADING AND DRAINAGE PLAN GD2 NOTES AND DETAILS UTl UTILITY PLAN UT2 UTILITY PLAN NOTES AND DETAILS UT3 UTILITY NOTES AND DETAILS LANDSCAPE L1.01 LANDSCAPE PLAN L1.02 IRRIGATION PLAN L1.03 DETAILS ARCHITECTURAL AI.10 SITE PLAN AL20 ENLARGED SITE PLAN A1.30 SITE DETAILS A2.10 MAIN FLOOR AND CLERESTORY PLAN A2.11 WALL TYPES PLAN A2.20 REFLECTED CEILING PLAN - LOW CEILING A2.21 REFLECTED CEILING PLAN - HIGH CEILING A2.30 ROOF PLAN A2.40 ENLARGED TOILET ROOM PLANS AND ELEVATIONS A3.10 EXTERIOR ELEVATIONS A3.11 EXTERIOR ELEVATIONS A3.30 BUILDING SECTION A3.31 BUILDING SECTION A3.40 WALL SECTIONS ABBREVIATIONS A3.41 WALL SECTIONS A4.10 INTERIOR ELEVATIONS AB ANCHOR BOLT HDWR HARDWARE A5.10 DOOR AND FRAME TYPES, DOOR SCHEDULE AND WINDOW TYPES', AFF A13OVE FINISH FLOOR HDR HEADER ALUM Al- UMINUM HVAC HEATING, VENTILATION, AIR CONDITIONING A5.11 WINDOW DETAILS HT HEIGHT A5.12 DOOR DETAILS B.O. BC)TTOM OF HM HOLLOW METAL BLDG BUILDING HORIZ HORIZONTAL A6.10 FINISHES PLAN HB HOSE BIB A6.11 FURNISHING PLAN CPT CARPET CLG CE]LING I.D. INSIDE DIMENSION A6.20 CASEWORK PLAN, ELEVATIONS AND DETAILS CT CE-RAMIC TILE INSUL INSULATE(D) OR INSULATION A6.21 CASEWORK PLAN, ELEVATIONS AND DETAILS CO C1_EAN OUT CUR C1- EAR(ANCE) MAX MAXIMUM 07.10 WALL TYPE DETAILS COL COLUMN MDO MEDIUM DENSITY OVERLAY A8.10 DETAILS CONIC CONCRETE MFR MANUFACTURER CONT CONTINUOUS MIN MINIMUM A8.11 DETAILS CG CORNER GUARD MISC MISCELLANEOUS 08.12 DETAILS CJ CONTROL JOINT MO MASONRY OPENING DEL DOUBLE NIC NOT IN CONTRACT STRUCTURAL DEMO DEMOLISH NO. NUMBER DF DRINKING FOUNTAIN NTS NOT TO SCALE 51.10 GENERAL NOTES DIA. DIAMETER 51.11 GENERAL NOTES DIN DS DC)WN DRAWING UT O.C. O.D. ONSIDE DI OUTSIDE DIAMETER VICINITY MAP N 51.12 GENERAL NOTES DWG DRAWING OPH OPPOSITE HAND NOT TO SCALE 51.13 GENERAL NOTES ELEC ELE CTRICAL OPP OPPOSITE 52.10 FOUNDATION PLAN EP ELE =CTRICAL PANEL PL PLATE 52.20 ROOF FRAMING PLAN EWC ELE -CTRIC WATER COOLER PLAM PLASTIC LAMINATE 5 ? 53.10 FOUNDATION DETAILS ELEV ELEVATION PWD PLYWOOD EQ E EQUAL ( /TC J / 53.11 FOUNDATION DETAILS EQUIP EQUIPMENT R RADIUS L 54.10 FRAMING DETAILS EXIST EXISTING RB RUBBER BASE EJ EXIFANSION JOINT RD ROOF DRAIN 54.11 FRAMING DETAILS EF EXIHAUST FAN RF RESILIENT FLOORING = 54.12 FRAMING DETAILS EH EXHAUST HOOD R.O. ROUGH OPENING 's REQ'D REQUIRED -1 "F ° „ S4.13 FRAMING DETAILS FA FIRE ALARM FD FE FLOOR DRAIN FIRE EXTINGUISHER S.F. SIM. SQUARE FOOT. SIMILAR `+'Y a� "ti A I MECHANICAL FEC FIRE EXTINGUISHER CABINET SUSP SUSPENDED n i ", i ME7 HVAC NOTES AND SCHEDULES FH FIRE HYDRANT . F.LC. FU FINISHED BY OWNER, INSTALLED BY CONTRACTOR TB TACK BOARD M20 HVAC HYDRONIC AND CONDENSATE FLOOR PLANS FIN. FLR. FINISH FLOOR TBB TELEPHONE BOARD _.i 'Byyr •. M3.0 RADIANT FLOOR PLAN AND PIPING LAYOUT FUR FLQORIING) T &G TONGUE AND GROOVE ,>� N'# FND FOUNDATION T.O. TOP OF -+ 'S. Yemi ., -�, o .d`�A M4.0 GROUND LOOP PLAN FO FACE OF _ TV TELEVISION Hv' t "�„ P1.0 PLUMBING NOTES AND SCHEDULES F.O.I.O FUERNISHED BY OWNER, INSTALLED BY OWNER TYP TYPICAL FOOTING � "� - '"�„� P2.0 DOMESTIC WASTE, VENT AND WATER PLANS T g {,�« �I VIF VERIFY IN FIELD d 'aruy GA GAUGE GALV GALVANIZED WB WHITE BOARD - ELECTRICAL GC GE NERAL CONTRACTOR WH WATER HEATER R5� " E0.01 ELECTRICAL LEGEND AND SCHEDULE ' GL- GLASS W/ WITH E1.01 ELECTRICAL SITE PLAN GLU -LAM GLUED LAMINATE W/O WITHOUT s GWB GYPSUM WALLBOARD ,,, j.+4T •a' E201 FIRST FLOOR LIGHTING PLAN U.N.O. UNLESS NOTED OTHERWISE E3.01 FIRST FLOOR POWER PLAN r - E3.02 ROOF POWER PLAN y L� 0 0 lr� U (N Lr) U (h o0 '0 (y) Ili 0 lei U a� }o �co O co O O o QN ° 3 SD n .Q E N Z Q 'V H' Z Q �W W II`LI LLM y/ Q1 10 IW CL 7 ]` J O Q 3� 1 M J uj r0 Lei Z z U W W <Q O < cl- J W n O L Revisions i Closing Date L�\ 7 -1414 JULY 4=4 PERM11 SET No. PROJECT DATA PROJECT NARRATIVE: IBC CODE ITEM REFERENCE: ACTUAL BUILDING DESIGN: U IBC CODE ITEM REFERENCE: ACTUAL BUILDING D .SQ IGN: WASHINGTON STATE ENERGY CODE New singe story Bank building of 6,261 sf. including o Lease Space of 1,042 sf. & a T C Building Area Modification 506.1 General = Q Chapter 29 M Contractor is to provide components with the following Community Room of The project includes 3 new covered drive -up banking lanes ,g, :E The building areas limited by Table 503 shall permitted W _0 Plumbing Systems Table per On w maximum U- Factors or better: ehi le on -site parking for 6 vehicles. Adjacent common parking is ahead p g 1 p g yprovided. z to be increased due to frontage (ITJ and automatic to J M v (WAC 51 -50 ) 2902.1 W >- N Q U This building is attempting a LEED Gold Certification. w Y sprinkler system protection (1) in accordance with s Allowable Square Footage: � ° Occupancy ? o Non -Metal framed windows = 0.30 Equation 5 -1: B Occupancy Group, Type VB Construction V 0 Aluminum windows = 0.38 Business WC -Male WC- Female Lavatories Provided fixtures for Man: Entrance /glazed doors= 0.60 A = A + A x 1 + A x t { t I t 11 [ t A = 9,000 + 9,000 x .75 in 9,000x011 = 1 B 1: 25 1:25 1: 40 2 WC, 2 Urinal Opaque doors = 0.37 s]} 9,000 + 6,750 + 0 = 15,750 2Lavatories where: 15,750 SF> 6,261 SF Actual Use 200 S.F. per occupant: Contractor is to r provide components with the following DEFERRED SUBMITTALS: A = Allowable area per story t p ry (square feet) 6,261/ 200 = 32, 16 Men, 16 Women Provided fixtures for'Womem maximum Shadin Coefficient or better: g Fire Alarm layout. y At= Tabular area per story in accordance with cable 503 Required WC's: 1 Men, 1 Women 3 WC (square feet) Required toy s.: I Men, 1 Women 2Lavatories Windows = 0.40 if = Area increase factor due to frontage as calculated in CODES: accordance with Section 506.2 All doors shall be gasketed to provide a maximum air t =Area increase factor due to sprinkler protection as s The provisions of this chapter shall govern safety Contractor shall subrmit details to the Building De pding t leakage rate of 1.0 cfm /H2 tested at a pressure of at least g P International Building Code, 2012 Edition 9 calculated in accordance with Section 506.3 during construction that Is under jurisdiction of this to obtaining the building h for review and apwing Ps International Fire Code, 2012 Edition International Mechanical Code, 2012 Edition 508.3.3 Separation: code f face code and the protection of adjacent public and private i ems permit for the followiing items: All glazing shall be double -pane with thermal breaks and Uniform Plumbing Code, 2012 Edition No separation 1s required between non-se erated P q P properties - Manner of removal per 3304 maximum air infiltration rate for window assemblies shall be National Electrical Code, 2011 Edition occupancies. - Facilities required per 3305 0.20 cfm /ft2 and a Low -E coating. International Code Council / - Protection of pedestrians per 3306 American National Standard ICC / ANSI A117.1 -2009 - Protection of adjoining properties per 3307 Mechanical /Electrical Contractor shall provide the IBC Chapter 8Interior Finishes - Temporary use of streets, alleys, public properties per 3308 following: Washington State Energy Code (2012) Section 803 Wall and Ceiling Finishes -Fire extinguishers per 3309 Washington State Barrier Free Regulations (WAG 51 -50) Table 803.9 Interior Wall & Ceiling Finish Requirements by -Exits per 3310 • Functional testing to be performed In accordancewith State Water Conservation Standards (with local amendments) Occupancy, Page 197 Material Fire Classification -Water supply for fire protection per 3313 C408.2.8. Wind Load: 110 mph, Exposure B Class A: Flames read 0 -25 Smoke dev 0 -450 ' ACOUSTIC CEILING TILE CLASS A • Systems documentafion to be provided in accordance with Seismic Load: Use Group II Class B: Flame spread 26 -75 Smoke dev 0 -450 • RESILIENT FLOORING CLASS L <450 • RUBBER BASE CLASS A 0408.1.8. • Commissioning report to be provided in accordance with Live Load: 30 psf - Roof Class Ct Flame spread 76 -200 Smoke dev 0 -450 • CARPET CLASS 0408.1.3.4. 100 psf- Floor Group B Non - Sprinkled Class TILE FLOOR CLASS A • Commissioning compliance checklist to be provided to building Flood Zone Designation: N/A Exit passageways B official in accordance with Figure 0408.1.3.4. Seismic Design Category: D Exit access cancer; C • Tcermo#ats to be provided with 5 degree dead band minimum Rooms & Enclosed spaces C or manual changeover between heating and cooling modes. Glazing Area per Exterior Wall Area MSGS Architects, as design professional in responsible charge, shall review IBC Chapter 9 Wall Area = 1,250 sf / 7.500 sf = 17% 130% Maximum Allowed and coordinate submittal documents prepared by others, including phased and Section 906: Portable Fire Extinguishers Portable Fire Extinguishers have been deferred submittal Items, for compatibility with the design of the building. Per Table 906.3(1) the Maximum travel identified on the plan sheets. Coordination distance to an extinguisher is 75 feet. of the fire extinguisher placement with the Local Fire Marshall and /or the Jurisdiction CITY OF YELM having authority shall take place prior to final placement. BUILDING DEPARTMENT: IBC CODE ITEM REFERENCE: ACTUAL BUILDING DESIGN: IBC Chapter 3 Proposed Occupancy in Addition: YELM, WA. 98597 Use and Occupancy Classification Group B - Banks PHONE: 360 - 458 -3835 Chapter Construction Type: V -B CONTACTS: General Building Heights &Areas Fully Sprinkled: No GARY CARLSON, BUILDING OFFICIAL Allowable Height and Building Areas IBC Chapter 10 GRANT BECK, COMMUNITY DEVELOPMENT Section 503 General height and Area Building Area Proposed: 6,261 SF Means of Egress RYAN JOHNSTONE, PUBLIC WORKS Section 1003.2 Ceiling Height Page 239 Limitations Table 503, Page 96 Number of Stories: 1 The means of egress shall have a ceiling height of not Actual ceiling height is existing and is 9' -0" or greater BUILDING PERMIT NO: (TO BE DETERMINED) Building Height Allowed: 40 feet. less than 7 feel 6 inches. NO SPECIAL USE PERMIT REQUIRED Sprinkler System Increase Automatic pr n Building Height of Addition Proposed: 28 feet GENERAL SITE INFORMATION Where a building is equipped throughout 1004- Occupant Load Table 1004.1.2 ZONING C -I COMMERCIAL with an approved automatic sprinkler Occupant Computation, Page 241 SF /Occ P P g Refer to Occupancy Plan TOTAL ACRES: system in accordance with Section The building will not include an automatic Business Areas 100 gross PARCEL NO: 451 451 70000300 903.3.1.1, the area limitation in Table 503 is sprinkler system. No increase in area dub to Assembly W/O Fixed Seats- Unconcentrated 15 net permitted to be increased by an additional uson of the inclusion an automatics sprinkler P Accessory Storage , Mechanical 300 gross BUILDING SITE ADDRESS: 200 percent system is proposed. 907 YELM AVE N (IS= 2) for buildings with more than one 1005.1 Means of Egress- General: All portions of the YELM, WA. 98597 story above grade plane and an additional means of egress system shall be sized in accordance 300 percent (IS= 3) for buildings with no with this section. LEGAL DESCRIPTION: more than one story above grade plane. Stairs Refer to Occupancy Plan SECTION 24, TOWNSHIP 17N, RANGE 1E, BINDING SITE These increases are permitted in addition to 0.3 in./ Occ. PLAN EAGLE PLAZA ESP LT 3 DOCUMENT 4212931; AND A the height and story increases in Other Egress Components 0.2 in. / Occ. PROPIONATE UNDIVIDED OWNERSHIP INTEREST IN THE accordance with Section 504.2 Refer to Occupancy Plan COMMON AREA, TRACT A. 1016.1 Exit Travel Distance Maximum travel distance = 95 feet. Refer to Per Table 101 6.2, B Occupancy Group, Occupancy Plan for specific route. UTILITIES: Non - Sprinklered Building, Max. travel distance = 200 feet WATER: CITY OF YELM SEWER: CITY OF YELM IBC Chapter 12 POWER: PUGET SOUND ENERGY Section 1209 Access to Unoccupied Spaces GAS: PUGET SOUND ENERGY Section 1209.3 Mechanical Appliances: PHONE T.B.D. Access to mechanical appliances installed in under floor areas, in attic spaces and on roofs or elevated structures shall be in accordance with the International Mechanical Code. 0 M v 0 N O 0 O r m 3 Q Q 0 0 0 U Q 0 G w 0 0 0 M M cJ 2877 I REGISTERED LARCHITECT J THOMAS J. SAN FORD STATE OF WASHINGTON PElf MIT SET JULY 2014 ReV1JDm Closing Date ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE OOT TO BE USED OR REPRODUCED IN ANY,}AANNER, WITHOUT PRIOR WRITTEN PERASSION. Sheet Title PROJECT DATA & CODE DATA 1 Sheet No. G1 900 MSGS Project No. 13 -133 E L O U ZZ O U T C � = Q O O M -� Z :E E W _0 �E On w UU 3 1 n z J M v NJ LL. W >- N Q U > > w Y E O M � ° U ? o i V 0 2877 I REGISTERED LARCHITECT J THOMAS J. SAN FORD STATE OF WASHINGTON PElf MIT SET JULY 2014 ReV1JDm Closing Date ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE OOT TO BE USED OR REPRODUCED IN ANY,}AANNER, WITHOUT PRIOR WRITTEN PERASSION. Sheet Title PROJECT DATA & CODE DATA 1 Sheet No. G1 900 MSGS Project No. 13 -133 V ZZ Q = Q -� Z :E Q Q � } On w W z J > NJ LL. W >- < :i Q > > w Y W Z � ° 5� J 0 2877 I REGISTERED LARCHITECT J THOMAS J. SAN FORD STATE OF WASHINGTON PElf MIT SET JULY 2014 ReV1JDm Closing Date ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE OOT TO BE USED OR REPRODUCED IN ANY,}AANNER, WITHOUT PRIOR WRITTEN PERASSION. Sheet Title PROJECT DATA & CODE DATA 1 Sheet No. G1 900 MSGS Project No. 13 -133 A B C D I I I I \ I I I I f_ /, CASH VAUL \ 105 /100 =1 \ i TELLER VIEWING 105 ROOM 107 38/100 =0.4 560/100 =6 ti t t WORK ROOM –/ HILDRE LCOV - 88/100 =t 109 QUIET 40/100= 4 — — ROOM iE 40/100 =0.4 1 1 � � 1 i OFFFICE � I I � O 103 Lam' 1 H C ` O) H.C. BLOBBYG N 1 REO'D WIDTH BUTTO O 35 x 2 7 BUTTON 102 TOTAL OCC LOAD 72° � 1465 /10 0 = 15 THIS EXIT ' W 35 OCCU %ANTS B MAX. EXIT DITANCE 9s'FT. <200 FT PER I.B.C. VEST. 11 W __. V 100 RE ID WIDTH (. h, - OO 2 x.2" =4" REQb WIDTH TOTALIOCC. LOAD 9x.2 " =1.8" OO THIS EXIT TOTAL OCC. LOAD "F 20 CCUPANTS g6 A" THIS EXIT: 9 OCCUPANTS T' OFFICE 101 J E RESS I '',EGRESS.., 996/100 =10 Q M 0 N h 0 o - s U VAULT lOS 135/ 100 = 1.4 U m — 3 z TECHNOLOGY 110 66/300 =0.2 Q j STORAGE a r V A I u U O CN 0 M M M cS h e OMMUNIT F1501 p 209/15 =20 ILT:1 1 TOILET I 121 / 119 � I l I I LEASED SPACE 11S 906/100 =9 PROJECT B C NORTH �"�OCCUPANCY P 0 4' 8' 16' SCALE: 1/8" = 1' -0" I D E I VAULT lOS 135/ 100 = 1.4 F I I — I I'S T TECHNOLOGY 110 66/300 =0.2 j STORAGE I I .W V VAULT lOS 135/ 100 = 1.4 I'S T TECHNOLOGY 110 66/300 =0.2 1' 1 STORAGE TOILET p14 O -\ 0 ¢ T TOILE T / H�LL 1 3 7 I _ 143 /1PUNGE If �' CONFERENCE Ir I o IrJI „7 II 192 /100=2 — F TEL, > EGRESS REO'DWI TH _ - 5.3x.2 " =1.06" TOTAL OCC. OAD THIS EXIT. 5.3 OCCUP NTS ( E F \J — \l OCCUPANCY LEGEND USE IS OCCUPANCY MEANS OF EGRESS _ TABLE 1004 1.1 CLASSIFICATION FLOOR AREA IN S.F. PER OCCUPANT PER I.B.C. 2009 EDITION ALLOWANCES ACCESSORY STORAGE AREAS, MECHANICAL 300 GROSS ASSEMBLY W/O FIXED SEATS UNCONCENTRATED 15 NET BUSINESS AREAS 100 GROSS SYMBOL LEGEND VEST. ROOM NAME 100 ROOM NUMBER wo5 /loo =1P S.F. /OCCUPANTS PER S.F. = OCCUPANT LOAD 36" EXIT WIDTH e EXIT SIGN FEE I NED PATH OF TRAVEL FOR EXITING F.E.C. SEMI - RECESSED FIRE EXTINGUISHER CABINET. piE 0 0 1, u —1-- 8 o m �n P a o a u 3 � •� o 0 v E O1 T U o Mf O_ 7% N Z N/ = Q U 3 Z J Q � w Q� 00 w uJ z W w U. Q > w W � EL Z a L J O 2 ' REGISTERED -• ARCHITECT Ty0MA5 J. SAN FORD STATE OF WASHINGTON PERMIT SET JULY 2014 ReNslons Closing Date 4LL RIGHTS RTSERVFD THESE DRAWINGS ARE HE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO E USED OR REPRODUCED IN ANY MARINE WITHOUT PRIOR WRITTEN 'ERMISSION. Sheet TiNe OCCUPANCY PLAN Sheet No G291 O MSGS Project No. 13 -133 143 /1PUNGE If �' CONFERENCE Ir I o IrJI „7 II 192 /100=2 — F TEL, > EGRESS REO'DWI TH _ - 5.3x.2 " =1.06" TOTAL OCC. OAD THIS EXIT. 5.3 OCCUP NTS ( E F \J — \l OCCUPANCY LEGEND USE IS OCCUPANCY MEANS OF EGRESS _ TABLE 1004 1.1 CLASSIFICATION FLOOR AREA IN S.F. PER OCCUPANT PER I.B.C. 2009 EDITION ALLOWANCES ACCESSORY STORAGE AREAS, MECHANICAL 300 GROSS ASSEMBLY W/O FIXED SEATS UNCONCENTRATED 15 NET BUSINESS AREAS 100 GROSS SYMBOL LEGEND VEST. ROOM NAME 100 ROOM NUMBER wo5 /loo =1P S.F. /OCCUPANTS PER S.F. = OCCUPANT LOAD 36" EXIT WIDTH e EXIT SIGN FEE I NED PATH OF TRAVEL FOR EXITING F.E.C. SEMI - RECESSED FIRE EXTINGUISHER CABINET. piE 0 0 1, u —1-- 8 o m �n P a o a u 3 � •� o 0 v E O1 T U o Mf O_ 7% N Z N/ = Q U 3 Z J Q � w Q� 00 w uJ z W w U. Q > w W � EL Z a L J O 2 ' REGISTERED -• ARCHITECT Ty0MA5 J. SAN FORD STATE OF WASHINGTON PERMIT SET JULY 2014 ReNslons Closing Date 4LL RIGHTS RTSERVFD THESE DRAWINGS ARE HE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO E USED OR REPRODUCED IN ANY MARINE WITHOUT PRIOR WRITTEN 'ERMISSION. Sheet TiNe OCCUPANCY PLAN Sheet No G291 O MSGS Project No. 13 -133 SYMBOL LEGEND VEST. ROOM NAME 100 ROOM NUMBER wo5 /loo =1P S.F. /OCCUPANTS PER S.F. = OCCUPANT LOAD 36" EXIT WIDTH e EXIT SIGN FEE I NED PATH OF TRAVEL FOR EXITING F.E.C. SEMI - RECESSED FIRE EXTINGUISHER CABINET. piE 0 0 1, u —1-- 8 o m �n P a o a u 3 � •� o 0 v E O1 T U o Mf O_ 7% N Z N/ = Q U 3 Z J Q � w Q� 00 w uJ z W w U. Q > w W � EL Z a L J O 2 ' REGISTERED -• ARCHITECT Ty0MA5 J. SAN FORD STATE OF WASHINGTON PERMIT SET JULY 2014 ReNslons Closing Date 4LL RIGHTS RTSERVFD THESE DRAWINGS ARE HE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO E USED OR REPRODUCED IN ANY MARINE WITHOUT PRIOR WRITTEN 'ERMISSION. Sheet TiNe OCCUPANCY PLAN Sheet No G291 O MSGS Project No. 13 -133 piE 0 0 1, u —1-- 8 o m �n P a o a u 3 � •� o 0 v E O1 T U o Mf O_ 7% N Z N/ = Q U 3 Z J Q � w Q� 00 w uJ z W w U. Q > w W � EL Z a L J O 2 ' REGISTERED -• ARCHITECT Ty0MA5 J. SAN FORD STATE OF WASHINGTON PERMIT SET JULY 2014 ReNslons Closing Date 4LL RIGHTS RTSERVFD THESE DRAWINGS ARE HE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO E USED OR REPRODUCED IN ANY MARINE WITHOUT PRIOR WRITTEN 'ERMISSION. Sheet TiNe OCCUPANCY PLAN Sheet No G291 O MSGS Project No. 13 -133 7% N Z N/ = Q U 3 Z J Q � w Q� 00 w uJ z W w U. Q > w W � EL Z a L J O 2 ' REGISTERED -• ARCHITECT Ty0MA5 J. SAN FORD STATE OF WASHINGTON PERMIT SET JULY 2014 ReNslons Closing Date 4LL RIGHTS RTSERVFD THESE DRAWINGS ARE HE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO E USED OR REPRODUCED IN ANY MARINE WITHOUT PRIOR WRITTEN 'ERMISSION. Sheet TiNe OCCUPANCY PLAN Sheet No G291 O MSGS Project No. 13 -133 2 ' REGISTERED -• ARCHITECT Ty0MA5 J. SAN FORD STATE OF WASHINGTON PERMIT SET JULY 2014 ReNslons Closing Date 4LL RIGHTS RTSERVFD THESE DRAWINGS ARE HE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO E USED OR REPRODUCED IN ANY MARINE WITHOUT PRIOR WRITTEN 'ERMISSION. Sheet TiNe OCCUPANCY PLAN Sheet No G291 O MSGS Project No. 13 -133 Sheet TiNe OCCUPANCY PLAN Sheet No G291 O MSGS Project No. 13 -133 (N17 REFERENCES: ACCESSIBILITY STANDARDS ACCESSILEAND USABLE BUILDICG/AND A117 1-2009 z ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ` Q = Q H U 3 305 CLEAR FLOOR SPACE 308 REACH RANGES 309 OPERABLE PARTS 404 DOORS & DOORWAYS J Q w ICC 309.2 CLEAR FLOOR OR GROUND SPACE ICC 309.4 OPERATION FRONT on } APPROACH, PUSH m w w A CLEAR FLOOR OR GROUND SPACE OPERABLE PARTS SHALL BE OPERABLE - -- SIDE W w z L+ COMPLYING WI ICC 305 SHALL BE PROVIDED. WITH ONE HAND AND SHALL NOT REQUIRE iFRONT Z TIGHT GRASPING, PINCHING, OR TWISTING II APPROACH, PULL i r --------- ICC 309.3HEIGHT OF THE WRIST. THE FORE REQUIRED TO z SIDE j W W Q v w O SPECIFIED OR OR OOFT HE REACH 08 RANGES POUNDS MAX. M N . 48" MIN. ¢ a OPERABLE PARTS SHALL BE PLACED WITHIN ACTIVATE OPERABLE PARTS SHALL BE 5 m z u- FORWARD A APPROACH PARALLEL APPROACH FLOOR LINE \_ `4 - I FLOOR LINE o �� MAX. 10' > EX DICTATES REUOTHERW SPECIAL EQUIP. IMN < Z o c —� NOTE: ICC 305.5 _ _ -- -__ —__ _ __ __ UNLESS OTHERWISE SPECIFIED, FLOOR LINE 2. WHERE ELECTRICALS j ICC305.3 THE CLEAR FLOOR OR GROUND ICC 308.2.1 ICC 308.2 ICC 308.3.1 ICC 308.2 .2 ICC 308.3.2 COMMUNICATIONS SYSTEMS ICC 404.2.3.2 SIZE SPACE SHALL BE POSITIONED FOR CONTROL SWITCHES REACH RANGES: REACH RANGES: REACH RANGES: REACH RANGES: RECEPTACLES ARE NOT NORMALLY MANEUVERING CLEARANCES: J ICC 305.5 EITHER FORWARD OR PARALLEL (COMPLY W/ SECTION 308) FORWARD REACH, UNOSSTRRUCTED SIDE REACH, UNOBSTRUCTED FORWARD REACH, OBSTRUCTED SIDE REACH, OBSTRUCTED INTENDED FOR USE BY BUILDING MANUAL SWINGING DOORS O POSITION APPROACH TO AN ELEMENT OCCUPANTS. 404 DOORS & DOORWAYS E V) F h ° CI TLED a m DOOR HARDWARE = � r l H P ? C o0 IRED PAINTED WHITE WITH BLUE V I D AUTOMATIC DOOR CONTROL. SIGNAGE SEE'. 703 AND OTHER OPERABLE PARTS ON E OPERABLE PARTS SHALL BE E O -_� ACCESSIBLE DOORS SHALL HAVE ro 8 " PLACED WITHIN ONE OR •� o 0 T 4 A SHAPE THAT IS EASY TO GRASP U ° (N17 REFERENCES: ACCESSIBILITY STANDARDS ACCESSILEAND USABLE BUILDICG/AND A117 1-2009 z ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ` Q = Q H U 3 305 CLEAR FLOOR SPACE 308 REACH RANGES 309 OPERABLE PARTS 404 DOORS & DOORWAYS J Q w ICC 309.2 CLEAR FLOOR OR GROUND SPACE ICC 309.4 OPERATION FRONT on } APPROACH, PUSH m w w A CLEAR FLOOR OR GROUND SPACE OPERABLE PARTS SHALL BE OPERABLE - -- SIDE W w z L+ COMPLYING WI ICC 305 SHALL BE PROVIDED. WITH ONE HAND AND SHALL NOT REQUIRE iFRONT Z TIGHT GRASPING, PINCHING, OR TWISTING II APPROACH, PULL i r --------- ICC 309.3HEIGHT OF THE WRIST. THE FORE REQUIRED TO z SIDE j W W Q v w O SPECIFIED OR OR OOFT HE REACH 08 RANGES POUNDS MAX. M N . 48" MIN. ¢ a OPERABLE PARTS SHALL BE PLACED WITHIN ACTIVATE OPERABLE PARTS SHALL BE 5 m z u- FORWARD A APPROACH PARALLEL APPROACH FLOOR LINE \_ `4 - I FLOOR LINE o �� MAX. 10' > EX DICTATES REUOTHERW SPECIAL EQUIP. IMN < Z o c —� NOTE: ICC 305.5 _ _ -- -__ —__ _ __ __ UNLESS OTHERWISE SPECIFIED, FLOOR LINE 2. WHERE ELECTRICALS j ICC305.3 THE CLEAR FLOOR OR GROUND ICC 308.2.1 ICC 308.2 ICC 308.3.1 ICC 308.2 .2 ICC 308.3.2 COMMUNICATIONS SYSTEMS ICC 404.2.3.2 SIZE SPACE SHALL BE POSITIONED FOR CONTROL SWITCHES REACH RANGES: REACH RANGES: REACH RANGES: REACH RANGES: RECEPTACLES ARE NOT NORMALLY MANEUVERING CLEARANCES: J ICC 305.5 EITHER FORWARD OR PARALLEL (COMPLY W/ SECTION 308) FORWARD REACH, UNOSSTRRUCTED SIDE REACH, UNOBSTRUCTED FORWARD REACH, OBSTRUCTED SIDE REACH, OBSTRUCTED INTENDED FOR USE BY BUILDING MANUAL SWINGING DOORS O POSITION APPROACH TO AN ELEMENT OCCUPANTS. 404 DOORS & DOORWAYS 703 SIGNS C v 0 h 0 N& RESTROOM 8" ICC 703.1 ACCESSIBLE SIGNS SHALL COMPLY WITH SECTION 703. TACTILE SIGNS SHALL CONTAIN BOTH RAISED CHARACTERS AND BRAILLE. WHERE SIGNS WITH BOTH VISUAL AND RAISED CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND RAISED CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND ONE WITH RAISED CHARACTERS, SHALL BE PROVIDED n M F50-21 PARKING SPACES VEHICLE SPACE SIZE ICC 502.4.2 ACCESS AISLE'. WIDTH MET. SIGN, CEMEVT SIGN TO 112" THK, RIGID, BLUE FIBERGLASS BACKING W /WEATHERPROOF ADHESIVE. ATTACH BACKING TO PIPE W /NON- EXPOSED FASTENERS ON SIGN FACE. FASTEN TO POST @ 3" FR. TOP & 3" FR, SO TTOM OF SIGN. ICC 502.7 IDENTIFICATION FIN. GRADE � 7" RADIUS CORNERS INTERNATIONAL SYMBOL OF RevisicM, �Ir UNOBSTRUCTED FLOOR SPACE 703.6.3.1 TLED VISION LITE DOOR HARDWARE SEE ICC 404.2.3.2 ALL LETTERING TO BE 1 112 "HIGH IRED PAINTED WHITE WITH BLUE HANDLES, PULLS, LATCHES, LOCKS I D AUTOMATIC DOOR CONTROL. SIGNAGE SEE'. 703 AND OTHER OPERABLE PARTS ON OPERABLE PARTS SHALL BE -_� ACCESSIBLE DOORS SHALL HAVE ro 8 " PLACED WITHIN ONE OR A SHAPE THAT IS EASY TO GRASP -36" MORE OF THE REACH _ —_ WITH ONE HAND AND DOES NOT - - - - -- --- RANGES SPECIFIED IN ICC u x a REQUIRE TIGHT GRASPING, - - - - - -- SECTION 308 PINCHING, ORTWISTING OFTHE _ x�� WRIST TO OPERATE. SUCH 32" MIN 309.4 OPERATION m HARDWARE SHALL BE 34" MIN, & CLEAR 3 OPERABLE PARTS SHALL BE - - FLOOR LINE 48" MAX. ABOVE THE FLOOR OR 78t36„ � OPERABLE WITH ONE HAND AND THRESHOLD GROUND. SHALL NOT REQUIRE TIGHT GRASPING, ICC404.2.4 WHERE SLIDING DOORS ARE IN PINCHING, OR TWISTING OF THE THRESHOLDS AT DOORWAYS THE FULLY OPEN POSITION, I I WRIST. THE FORCE REQUIRED TO ICC 404.2.6 OPERATING HARDWARE SHALL BE ACTIVATE OPERABLE PARTS SHALL BE DOORHARDWARE EXPOSED AND USABLE FROM - - _� 5POUNDS MAX. ICC 404.2.10 BOTH SIDES. ICC 404.3 \ VISION LITES AUTOMATIC DOORS V UNOBSTRUCTED FLOOR SPACE SEE ICC 404.2.3.2 703 SIGNS C v 0 h 0 N& RESTROOM 8" ICC 703.1 ACCESSIBLE SIGNS SHALL COMPLY WITH SECTION 703. TACTILE SIGNS SHALL CONTAIN BOTH RAISED CHARACTERS AND BRAILLE. WHERE SIGNS WITH BOTH VISUAL AND RAISED CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND RAISED CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND ONE WITH RAISED CHARACTERS, SHALL BE PROVIDED n M F50-21 PARKING SPACES VEHICLE SPACE SIZE ICC 502.4.2 ACCESS AISLE'. WIDTH MET. SIGN, CEMEVT SIGN TO 112" THK, RIGID, BLUE FIBERGLASS BACKING W /WEATHERPROOF ADHESIVE. ATTACH BACKING TO PIPE W /NON- EXPOSED FASTENERS ON SIGN FACE. FASTEN TO POST @ 3" FR. TOP & 3" FR, SO TTOM OF SIGN. ICC 502.7 IDENTIFICATION FIN. GRADE � 7" RADIUS CORNERS "VAN ACCESSIBLE" SIGN 1 112" STD. PIPE W /CAP - GALVANIZED, SET IN CONCRETE FOOTING. TOP OF FOOTING. . „ 2 `" CONC. SLAB OR SIDEWALK 1 AROUND POLE BASE. 4" GRAVEL BASE CONCRETE FOOTING 2a" REGISTERED ARCHITECT THOMAS J. SAN ORD ;TATE OF WASHINGTON PERMIT SET INTERNATIONAL SYMBOL OF RevisicM, ACCESSIBILITY, COMPLY WITH ICC TE 703.6.3.1 TLED 10/15/2014 01T ALL LETTERING TO BE 1 112 "HIGH IRED PAINTED WHITE WITH BLUE BACKGROUND (BAKED ENAMEL) "VAN ACCESSIBLE" SIGN 1 112" STD. PIPE W /CAP - GALVANIZED, SET IN CONCRETE FOOTING. TOP OF FOOTING. . „ 2 `" CONC. SLAB OR SIDEWALK 1 AROUND POLE BASE. 4" GRAVEL BASE CONCRETE FOOTING 2a" REGISTERED ARCHITECT THOMAS J. SAN ORD ;TATE OF WASHINGTON PERMIT SET JULY 2014 RevisicM, Closing Date PLAN REVIEW z� tl COMMENTS i 10/15/2014 ALL RI HTS RESERVED THESE DRAWINGS ARE THE PR�PERTY OF MSGS ARCHITECTS AND ARE MIT TO BE USED OR REPRODUCED IN ANY MANNER. WITHOUT PRIOR WRITTEN Sheet Title ACCESSIBILITY 'STANDARDS Sheet No �G3.00 MSGS Project No. 13 -133 Q M a o N 0 E r 0 LU 0 a M M (h M M I , I � I I I I I I I II I I I I I I I I I I I I I I I� I � I / � I I / � I / I I / I / I I I I I I I I � I I I I I I I II I I I I I I iiO09 0! �I �I I I I J TAHOMA BOULEVARD PROJECT NORTH NEW SITE 1.10 1 " =30' i N /N i I � I - --- — — — — — — — — — — — — — — — — — — — — — — — — - Keynotes General Notes: Legend 8 0 E 0 9 0 Im ° ^` (IWl r` I M = Q O U U J Q Q � r W z w LLu LL Q Q 3 J w a w z IT OF*—I 0 ----- ---- ------ nD -------- --- - - - - -- —S0. ,I L / 1 04'20W 13919 o �I W PLANTER , \ r 1 I SA° o BANK DRIVE �� I i W I ITHROU ml H _ w I PARKIN G M \ 5 STALLS I 0 1301 NEW BANK BUILD114G ° To Al 20 F114FLR. 3911, _ w l COMMUNITY LEASE � / 1- I ROOM SPACE � I 11 "[93.39'__ -+ N390]I l I TAHOMA BOULEVARD PROJECT NORTH NEW SITE 1.10 1 " =30' i N /N i I � I - --- — — — — — — — — — — — — — — — — — — — — — — — — - Keynotes General Notes: Legend 8 0 E 0 9 0 Im ° ^` (IWl r` E M = Q O U U J Q Q � r t o D ON P T C O O 3 � o � 6 ° 3 o � �n a E 0 N Z > y = Q U 3 J Q Q � r W z w LLu LL Q Q 3 J w a w z 0 28" VRE ARCHITECT C5 THOMAS J. SAN FORD I. STATE OF WASHINGTON PIERMIT SET JULY 2014 R +I51ons Closing Date �PLAN REVIEW 1 COMMENTS 9/15/2014 PLAN REVIEW 2 COMMENTS 10/15/2014 Al IGHTS RESERVED THESE DRAWINGS ARE TF PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN q. PMISSION. Sheet Title SITE PLAN Sheet No, A1.10 MSGS Project No. 13 -133 I v 0 LUN 0 T s O m 3 0 w 0 n 1 -6 0 r* � I 62 20' i — fD Sul-- 1 I� Li D q v PARKING 5 STALLS Ol a .g \ 139 RvD' PLANTER -r / 33' 3 K/ 151 BUMPER BLOCKS, 1 TvP. I I _ BANK ORI E ♦� 3 – THROUGH i� \I b I I V \ I I. 1 1 I I 2 6, 14 i 12 6 T NEW BANK BUILDING FINISH FLOOR 347.00' f' 6 0 (D °o N � 3 v I fl69 MUNITYI z 9'e ROO M 94 A — LC \4 0 I N39 000'31 "E 93.39' u / l T'AHOMA, BOUiE %ARD SE PROJECT NORTH " , LARGED SITE AL20 1 "= EN 20' 3'. 1 I85" 1 N \ I�1 I �I ro I �'m W 1 � I �1 O f 16' LO n I 3 I { o I N N W W W > a C J W II A 1 30 f i Y' O Keynotes I. DOWNSPOUT. 2, CONCRETE WALK. SEE CIVIL DWGS & SHEET Al .30 3. LIGHT FIXTURES. SEE ELECTRICAL DWGS. 4, EXISTING FIRE HYDRANT. 5. CONCRETE DRIVE, BROOM FINISH. 6. RECESS WALK OFF GRATE AND DRAIN, SEE 4 1.30 7. STONE VENEER PLANTER. 8. BICYCLE PARKING. 9. CANOPY OVERHANG AT DRIVE -THRU. 10. 36" River Rock Corner and Landscaping Wall with concrete cap i A1. 11. 8' BENCH. 12 6' WIDE GRAVEL DRAINAGE TRENCH. 11 TRUNCATED DOME WARNING TEXTURE. 14. BUILDING MOUNTED WALL SIGN BY OWNER. 15. ADA PARKING SIGN CONFORMING TO WASHINGTON STATE ACCESSIBLE PARKING SIGN STANDARD. MOUNTED ON 1 1/2 O ALUMINUM POST SET IN 12' CONCRETE FOOTING. 16. CAR CHARGING STATION. 17. NEW PAVEMENTSTRIPING ADJACENT TO HANDICAP STALL. 18. 6' CONCRETE CURB. SEE - CIVIL DWGS. General Notes: Legend / — — 9.5.. " I 1 I o L oa I14 LEASE SPACE U 9 i / I N39 000'31 "E 93.39' u / l T'AHOMA, BOUiE %ARD SE PROJECT NORTH " , LARGED SITE AL20 1 "= EN 20' 3'. 1 I85" 1 N \ I�1 I �I ro I �'m W 1 � I �1 O f 16' LO n I 3 I { o I N N W W W > a C J W II A 1 30 f i Y' O Keynotes I. DOWNSPOUT. 2, CONCRETE WALK. SEE CIVIL DWGS & SHEET Al .30 3. LIGHT FIXTURES. SEE ELECTRICAL DWGS. 4, EXISTING FIRE HYDRANT. 5. CONCRETE DRIVE, BROOM FINISH. 6. RECESS WALK OFF GRATE AND DRAIN, SEE 4 1.30 7. STONE VENEER PLANTER. 8. BICYCLE PARKING. 9. CANOPY OVERHANG AT DRIVE -THRU. 10. 36" River Rock Corner and Landscaping Wall with concrete cap i A1. 11. 8' BENCH. 12 6' WIDE GRAVEL DRAINAGE TRENCH. 11 TRUNCATED DOME WARNING TEXTURE. 14. BUILDING MOUNTED WALL SIGN BY OWNER. 15. ADA PARKING SIGN CONFORMING TO WASHINGTON STATE ACCESSIBLE PARKING SIGN STANDARD. MOUNTED ON 1 1/2 O ALUMINUM POST SET IN 12' CONCRETE FOOTING. 16. CAR CHARGING STATION. 17. NEW PAVEMENTSTRIPING ADJACENT TO HANDICAP STALL. 18. 6' CONCRETE CURB. SEE - CIVIL DWGS. General Notes: Legend N E v I o o z oa U N Ito � Z a a 0 V 3 `REP CO w W z Lu W Q a Lw w CL W Z � -�— au 3 w J •� o_ o h O to E tO T iO N z N � Z a Q � w CO w W z Lu W Q a Lw w CL W Z � J O 2877 � I z " _ " r REG'�_ JSN N ARCHITECT THOMAS J. SA D D STATE OF WASHINGTON PERMIT SET JULY 2014 RevisiCns Closing Date ZAPLAN REVIEW COMMENTS 9/15/2014 PLAN REVIEW 2 COMMENTS 10/15/2014 10/22/2014 ................ ALL RIGHTS RESERVED THESE DRAWINGS ARE THE P40PERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY �ANNER, WITHOUT PRIOR WRITTEN PERMI.(SION. Sheet Title ENLARGED SITE PLAN Sheet No Al MSGS Project No 13 -133 E M 0 h 0 E r 0 U 3 a N Q W 0 M Q M Lo m CONCRETE SLAB RECESSED FRAMING, PER MFR, ENTRANCE MAT STONE VENEER, STOREFRONT FRAME, ALU. THE SLOPE TO DRAIN WALK OFF b" = 1' -0" EXPANSIC 4'' CONCRETE WALK FOOTING PER STRUCTURAL A 130 / 1 1/2'= FRONT L■1 RIPS v II �� U Eli` zi 11 16" I I� SECTIO 8101, 12" 10 1, 4' -4' 10 12" LJ n LJ 1_1 PLAN PRE -CAST CONCRETE CAP. DOWEL IN MINIMUM (21 DOWELS PER CAP SECTION. GROUT SOLID d EACH LOCATION 4' STONE VENEER 6" CONCRETE BLOCK REBAR PER STRUCTURAL. GROUT SOLID @ EACH LOCATION ASee Detail 1/1_1.01 24" o 0 O I�JU �, 5:51, NiL an? O T T C r10 CIE ^` O O 0) O N U 3 J �— Q ° 3 a �> mEsUi P E OE J T Lu W U o Q 3 DID a W z 0 J O if G zs WALK OFF b" = 1' -0" EXPANSIC 4'' CONCRETE WALK FOOTING PER STRUCTURAL A 130 / 1 1/2'= FRONT L■1 RIPS v II �� U Eli` zi 11 16" I I� SECTIO 8101, 12" 10 1, 4' -4' 10 12" LJ n LJ 1_1 PLAN PRE -CAST CONCRETE CAP. DOWEL IN MINIMUM (21 DOWELS PER CAP SECTION. GROUT SOLID d EACH LOCATION 4' STONE VENEER 6" CONCRETE BLOCK REBAR PER STRUCTURAL. GROUT SOLID @ EACH LOCATION ASee Detail 1/1_1.01 C E BENCH WALKWAY PLAN A1.30 1/8, = 1' 0" oiE 24" o 0 O I�JU �, 5:51, NiL an? T T C r10 CIE ^` O O 0) Q N U C E BENCH WALKWAY PLAN A1.30 1/8, = 1' 0" oiE o 0 O I�JU �, D rO NiL an? T T C r10 CIE ^` O O 0) Q N U 3 J �— Q ° 3 a �> mEsUi P E OE J T Lu W U o Q 3 DID REGISTERED ARCHITECT �r AAS J. SAN ORD OF WASHINGTON PERMIT SET JULY 2014 Revisions Closing Date LANREVIEW 2 = OMMENTS 10/15/2014 10/2212014 Ju/'t ALL RIGHTS; RESERVED THESE DRAWINGS ARE THE PROPEITY OF MSGS ARCHITECTS AND ARE NOT T BE USED OR REPRODUCED IN ANY MANNER. WITHOUT PRIOR WRITTEN PERMISSION. Sheet Title SITE DETAILS Sheet No Al *30 j MSGS Project No. 13 -133 44 V z = Q N U 3 J Q a �> mEsUi W z J ED J Lu W w Q a 3 DID a W z 0 J O REGISTERED ARCHITECT �r AAS J. SAN ORD OF WASHINGTON PERMIT SET JULY 2014 Revisions Closing Date LANREVIEW 2 = OMMENTS 10/15/2014 10/2212014 Ju/'t ALL RIGHTS; RESERVED THESE DRAWINGS ARE THE PROPEITY OF MSGS ARCHITECTS AND ARE NOT T BE USED OR REPRODUCED IN ANY MANNER. WITHOUT PRIOR WRITTEN PERMISSION. Sheet Title SITE DETAILS Sheet No Al *30 j MSGS Project No. 13 -133 G 3 M a 0 N 0 E a m 0 O O 0 N Q M M M M ON 1/8' =1 -0" N rwcLK rLAP A2.10 118 - 1' 0, 0 4' 8 16' SCALE: 1/8" = 1' -0" Q Keynotes 1. BICYCLE PARKING. 2. ELECTRICAL VEHICLE CHARGING STATION. 3, JANITOR SINK. 4. GAS METER. 5. IRRIGATION CONTROLLER. 6. ELECTRICAL PANEL. 7. GLU -LAM COLUMN, SEE STRUCTURAL. 8, PEN BOARD CABINET. 9. NIGHT DEPOSIT DROP. 10. CASH SAFE. 11. ATM MACHINE. 12. ROOF ACCESS LADDER. 13, PLASTIC LAMINATE COUNTERTOP @ +36" A.F.F. W/ DIAGONAL SUPPORTS. 14. PLASTIC LAMINATE COUNTERTOP @ +30" A.F.F. W/ DIAGONAL SUPPORTS. 15. FRAME OPENING PER FRAME TYPE "BB" 4'-0 WIDE x 7'HO' HIGH. 16. HANDICAPPED DOOR OPERATOR BUTTON, General Notes: Legend F.E.C. m SEMI- RECESSED FIRE EXTINGUISHER CABINET. n E o � U U � O � 3 3 3 v h :10] (^U`J W U L. �J _m' D� O P T C a O 3 m O as Fj 0 3 0 0 n ,a T O N Z N= d U 3 J Q Z Q z } � m w W z 1 J i E M 0 E 0 3 a z w r 3 a M a PR( NORTH �N r ALL TYPE q B C 3 3.31 1 p E F 3.30 � I I 3.31 ti I MILL / C Q Q\ 4 — — — I 5.3 5.2 © +16" I 1 A.F.F. 7 5.1 +32' A F.F. I � A3.31 f/ FEE j � I I 6o--- / — — i' COMMUNITY 120 A.F.F. 121< \/ I N Q A Q PROJECT NORTH �N a C WORK r ROOM 104 OFFFICE I 103 V EST. 100 XL _ LL 2 a A3.31 I I� fESED 5 ACE 18 I I + LL Q 2 B C A3.31 WALL TYPE PLAN 1 /8.. = 1._0.• 0 4 8' 16' SCALE: 1/8" = 1' -0" U I I ff j MLL �+d �F I— 4 .a +32" O 04 4 A.F.F. VAULT 108 A.F.F. 10 9 E 2 ROOM STORAG 1 1 2 1 1 1 °O +16" A.F.F. 4 s +32' A.F.F. BANKING LOBBY TOILET — 02 / 9 114 0 10 Q 9 ILET 113 a 1 I I �- 2 — LOUNGE A,FEb 9 A.F.F. 116 4 0 O +32' A.F.F. CONFERENCE p OF ICE II ROOM 1 7 5.2 LL LL 5.1 ��a d A +32" _ A.F.E. w M LL r + LL Q -- j I I o - - - 19+32 A.FF .F. 1 p E F I, — � l O Keynotes General Notes: Legend WALL TYPE I SYMBOL SEE WALL TYPES SHEET A7.1O N E v I o O 00 M = 3 H UJ cD Z 3 fM } m W E W w a Q � 3 J w a W Z r\ R M ,E Po E M U o Q N LD Q = 3 H UJ J Z Q < } m W z W w a LL 3 J w Q �5 W Z r\ R J O 28" REGISTERED ARCHITECT THOMAS J. SAN FORD STATE OF WASHINGTON P�RMIT SET JULY 2014 ReJrlslons Closing Dote A L RIGHTS RESERVED THESE DRAWINGS ARE PROPERTY OF MSGS ARCHITECTS AND A E NOT TO BE USED OR REPRODUCED IN A Y MANNER, WITHOUT PRIOR WRITTEN PEILMISSION. Sheet Tine IWALL TYPES PLAN Sheet NO. I A2911 MSGS Project No. 13 -133 I 0 e v 0 0 M 0 4 8' 16' SCALE: 1/8" = 1' -0" Q Keynotes 1. EXPOSED GLU -LAM BEAM, SEE STRUCTURAL DWGS. 2. 9/16" HEAT STRENGTHENED, LAMINATED GLASS & KAWNEER FRAME ON TWO SIDES, 3. 4" X 8' CEDAR OUTLOOKERS. 4. 4'X 6' CEDAR CROSS FRAME. 5. GLU -LAM COLUMN, SEE STRUCTURAL DWGS. 6. EXPOSED MECHANICAL DUCT. 7. ROOF ACCESS HATCH. 8. ROOF ACCESS LADDER. General Notes: Legend El 5/8" G.W.B. CEILING T�I SUSPENDED ACOUSTICAL CEILING GRID SYSTEM ST SOLAR TUBE LIGHT 9 EXITSIGN --a— TRACK LIGHTING zRETURN AIR GRILLE OR EXHAUST FAN ® SUPPLY AIR GRILLE l RECESSED LIGHT FIXTURE. SEE ELEC. DWGS. (n s n U SURFACE MOUNTED o m LIGHT FIXTURES. SEE rn T C C!° ELEC. DWGS. ST SOLAR TUBE LIGHT 9 EXITSIGN --a— TRACK LIGHTING zRETURN AIR GRILLE OR EXHAUST FAN ® SUPPLY AIR GRILLE l �s E 0030 (n s n U —� o m rn T C C!° a p O 3 U J z Q z a �> ^{ 3 moo, • � p al _o n E i= o LLu LL a M U W L1J Z° r, L Mai N LD Z i a =< y U J z Q z a �> an w W z w LLu LL ? a W L1J Z° r, J O 28" REGISTERED ARCHITECT THOMAS J. SANFORD ;TATE OF WASHINGTON PER IT SET Revision 1 JULY 2014 Closing Date 7-14-14 ALL RIG S RESERVED THESE DRAWINGS ARE THE PRO ERTY OF MSGS ARCHITECTS AND ARE NOi TO BE USED OR REPRODUCED IN ANY MA HER WITHOUT PRIOR WRITTEN Sheet Title ;REFLECTED .3ILING PLAN - LqW CEILING Sheet No. IAIM y MSGS Project No. 13 -133 E S O u m 3 a 0 Z U O 2 Z Q O 0 N QN Q Q M M � O M � M h c%� o INUI<I H ^' HIGH REFLE( A221 1/8' = 1' 0, 0 4 8' 16' SCALE: 1/8" = 1' -0" O Keynotes I'X 6" WOOD FACING 6' O.C. OVER 5/8" G.W.B. PRE - FINISHED METAL SOFFIT PANELS. 2c - NON - PERFORATED 2b- PERFORATED (SHOWN AS SHADED) EXPOSED GLU -LAM BEAM, SEE STRUCTURAL DWGS. PRE - FINISHED METAL GUTTER. General Notes: Legend OLIGHT FIXTURES, SEE O ELECTRICAL DWGS. O a n U N L M � O v M 3 P O M U U L � O m O O 3 m O Q O 0 3 O a � a E T O N Z = d y U z z Q Q � } Op Ili W z > LU LL w 4 a iL Lu Z ° G J 0 z2a" " REGISTERED ARV_ CH,IT�E�CTTT THOMAS J. SAN FORD STATE OF WASHINGTON Pf RMIT SET JULY 2014 RoQisions Closing Date RIGHTS RESERVED THESE DRAWINGS ARE PROPERTY OF MSGS ARCHITECTS AND NOT TO BE USED OR REPRODUCED IN MANNER, WITHOUT PRIOR WRITTEN Sheet Title REFLECTED �CEILING PLAN - I HIGH CEILING Sheet No. A2.21 -� MSGS Pmlect No 13 -133 w 0 h 0 E t 0 m Q a G 0 r M M A B I 3 CANOPY PLAN PLAN 16' SCALE: 1/8" = 1' -0" O Keynotes 1. STANDING SEAM METAL ROOFING SYSTEM. 2. SINGLE -PLY ROOFING SYSTEM OVER 6" RIGID INSULATION. 3. FROSTED GLASS ENTRY CANOPY BELOW. SEE(g A2.30 4. SOLAR PHOTOVOLTAIC PANELS. ATTACHED TO METAL ROOFING. 5. PRE- FINISHED METAL GUTTER. 6. LINE OF BUILDING BELOW. 7. EXPOSED 4' X 8' CEDAR FRAMING, SEE STRUCTURAL DWGS. 8. 9116'' HEAT STRENGTHENED LAMINATED GLASS AND KA W N EER FRAME ON TWO SIDES. 9. 4" X 6'' CEDAR CROSS FRAMING. 10. 30" X 24' ROOF HATCH. 11. "SOLA- TUBE "DAY-LIGHTING DEVICE. General Notes: Legend INDICATES AREA OF ICE AND WATER SHIELD APPLICATION. MEMAE o } U u U O E U 11 N Z Q N J Q W 0 W LL Q CL C J O �o oP 0 O a O 0 3 o p .o O- E T O = d U 3 Z � Q -a � r m w z U-1 w a > i w 28" REGISTERED ARCHITECT TATE OF WASHINGTON PERMIT SET JULY 2014 Remibns Closing Date 3 i j { i 9 ALI. RI HTS RESERVED THESE DRAWINGS ARE THE PTPERTY OF MSGS ARCHITECTS AND ARE N T TO BE USED OR REPRODUCED IN ANY ANNER, WITHOUT PRIOR WRITTEN PERMIJSION. Sheet Title a ROOF PLAN Sheet No. A2.30 j nnsGS Project No. 13 -133 603 TOILET & BATHING ROOMS REFERENCES: AMERICAN NATIONAL STANDARD ICCIANSI A117.1 -2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES COAT FOLD-DN H00 SHELF 0 MIRROR < u F r � a a v � FLOOR LINE _ _ _ _ FLOOR LINE ICC 603.3 ICC 603.4 MIRRORS COAT HOOKS & SHELVES C N v V 0 h 0 E s 0 M M ACCESSIBILITY STANDARDS av mlrv. ' 36" MIN. WHEN 36" ALLI 39 " -41" GRAB BARS WALL SPACE MIN. DISPENSER \RTITION PERMITS 36" 24" (ABOVE) - MIN ALL MIN. 'MIN. 12" 42" MIN. - FLUSH CONTROL 24 MAX. q z ICC 604 ICC 604.4 ji Q :E WATER CLOSET: LOCATION HEIGHT , _ ICC 604.5 ,1 — a GRAB BAR'. SIDE WALL M x m > fRANSFER SIDE 2' ICC694,52 MIN GRAB BAR : REAR WALL ICC 6Q4,6 FLUSH CONTROLS FLUSIH CONTROLS SHALL BE COMPLY W1 GO 309 DISPENSER ICC 604.7 PROTRUDING DISPENSERS FRAMETO 2 / 9 TLET S, U. 114 5 A2.41\0 3 CIFgR mz � O i' 6 9 A2.4 77 F �T L MIN. S.U' MAN' 15 GLEAR I TOILET' 18 A24 ,2, _ ALET _ . -D. O - iTOILET II ( I I 119 14 A240 1 PIPE FLOOR LINE ICC 606.3 LAVATORIES & SINKS: HEIGHT & CLEARANCES ICC 606.6 EXPOSED PIPES & SURFACES u SEAT 48" CLEAR ICC 608.2.1 TRANSFER TYPE SHOWER COMPARTMENT ICC 608.3 .1 HORIZONTAL GRAB BARS - Q 22• MIN Q OI I PO w THE BACK WALL TO A POINT 18" FROM THE CONTROL v; WALL. I I II ICC 608.3.1.2 w A VERTICAL GRAB BAR 18" - 1,30- CLEAR ICC 606.2 PROVIDED ON THE CONTROL LAVATORIES & SINKS: CLEAR FLOOR SPACE PIPE FLOOR LINE ICC 606.3 LAVATORIES & SINKS: HEIGHT & CLEARANCES ICC 606.6 EXPOSED PIPES & SURFACES u SEAT 48" CLEAR ICC 608.2.1 TRANSFER TYPE SHOWER COMPARTMENT ICC 608.3 .1 SHOW SPRAY UI ICC 608.4.1 SHOWER CONTROLS, HORIZONTAL GRAB BARS - Q 22• MIN Q SHALL BE PROVIDED ACROSS CONTROL THE CONTROL WALL AND ON WALL " THE BACK WALL TO A POINT 18" FROM THE CONTROL v; WALL. M P ICC 608.3.1.2 w A VERTICAL GRAB BAR 18" - MIN. IN LENGTH SHALL BE PROVIDED ON THE CONTROL n END WALL 3" MIN. AND 6" MAX. ABOVE THE HORIZONTAL GRAB BAR, AND 4" MAX. M� INWARD PEON THE FRONT �\ EDGE OF THE SHOWER. SHOW SPRAY UI ICC 608.4.1 SHOWER CONTROLS, TOILET 114 2 1 /4" - 1._0' Fi T 11 36 -84 -12 14 CAB. 6 r,-JO I LET 115 /4" = V-0 0 o U y' Z 3 v b b 11 C TOILET 119 1 /4" = 1, -0' o0 3 TOILET 114 3 1/4.._1 -0.. TOILET 114 ---)TOILET 114 TOILET 115 TOILET 115 7 1 /4" = 1'-0" 8 1 /4 1' 0" TOILET 115 9 1/4'= 1' 0" TOILET 119 ,2 1/4"=,._0.. TOILET 121 15 1/4'= ,. 0.. TOILET 121 13 TOILET 119 1/4' = 1' -0" 14 TOILET 119 TOILET 121 TOILET 121 O Keynotes L 54'X 36" STAINLESS STEEL GRAB BAR. 2. 18" VERTICAL STAINLESS STEEL GRAB BAR. 3, SURFACE MOUNTED SEAT COVER DISPENSER. 4. SURFACE MOUNTED SOAP DISPENSER. 5. 24" X 36' MIRROR. 6. 6" HIGH COVED VINYL FLOOR BASE. 7. LAVATORY. 8. FIBERGLASS SHOWER UNIT W/ STAINLESS STEEL GRAB BAR AND FOLDING SHOWER BENCH. 9. RECESSED PAPER TOWEL DISPENSER /TRASH RECEPTACLE. 10. JANITOR SINK, 11. G.W.B., PAINTED. 12. BULLNOSE ACCENT TILE. 13. WALL MOUNTED CLOTHING HOOK. 14. PIPE CONTACT PROTECTION SLEEVE. 15. PLASTIC LAMINATE COUNTERTOP. General Notes: Legend 8 GRAB BAR - Q 22• MIN Q e 23" MAX. i Os, v; M P OI �1 Qi I n M� �\ MIN 6' 16 MAX. �I FOLD -ON. MAx SEAT . ICC 610.3 ICC 610.32 SHOWER COMPARTMENT SEAT SHOWER COMPARTMENT SEATS: L- SHAPED TOILET 114 2 1 /4" - 1._0' Fi T 11 36 -84 -12 14 CAB. 6 r,-JO I LET 115 /4" = V-0 0 o U y' Z 3 v b b 11 C TOILET 119 1 /4" = 1, -0' o0 3 TOILET 114 3 1/4.._1 -0.. TOILET 114 ---)TOILET 114 TOILET 115 TOILET 115 7 1 /4" = 1'-0" 8 1 /4 1' 0" TOILET 115 9 1/4'= 1' 0" TOILET 119 ,2 1/4"=,._0.. TOILET 121 15 1/4'= ,. 0.. TOILET 121 13 TOILET 119 1/4' = 1' -0" 14 TOILET 119 TOILET 121 TOILET 121 O Keynotes L 54'X 36" STAINLESS STEEL GRAB BAR. 2. 18" VERTICAL STAINLESS STEEL GRAB BAR. 3, SURFACE MOUNTED SEAT COVER DISPENSER. 4. SURFACE MOUNTED SOAP DISPENSER. 5. 24" X 36' MIRROR. 6. 6" HIGH COVED VINYL FLOOR BASE. 7. LAVATORY. 8. FIBERGLASS SHOWER UNIT W/ STAINLESS STEEL GRAB BAR AND FOLDING SHOWER BENCH. 9. RECESSED PAPER TOWEL DISPENSER /TRASH RECEPTACLE. 10. JANITOR SINK, 11. G.W.B., PAINTED. 12. BULLNOSE ACCENT TILE. 13. WALL MOUNTED CLOTHING HOOK. 14. PIPE CONTACT PROTECTION SLEEVE. 15. PLASTIC LAMINATE COUNTERTOP. General Notes: Legend 8 0;0 Os, v; M P OI �1 Qi U N Z > Q N J W W LL Q CL J O O O a D .9 O 9 0 O 0 3 O n .Q E 0 O L z :i CO w z w Q J W } W � 28" REGISTERED ARCHITECT TATE OF WASHINGTON SET JULY 2014 Closing Date 1 ALL RIGH S RESERVED THESE DRAWINGS ARE THE PRO STY OF MSGS ARCHITECTS AND ARE NOT O BE USED OR REPRODUCED IN ANY MA NER, WITHOUT PRIOR WRITTEN Sheet Title ENLARGED TOILET ROOM PLANS AN ELEVATIONS Sheet No. A2 *40 i MSGS Protect No 13 -133 NORTH ELEVATION I,O - . -V i N V a 0 h 0 0 m w w 0 w _o M Q M M © '4 ARTIAL NORTH ELEVATION NOTE: SEE NORTH ELEVATION FOR NOTES IN COMMON, EAST ELEVATION 1 IA'' — 1' rY' O Keynotes 1. STONE VENEER AND PRE -CAST CONCRETE CAP. 2. SMOOTH FINISH CEMENT FIBER SIDING W/ I' X 4" VERTICAL CEDAR BATTENS o0 16" O.C. (EXTERIOR WALL COLOR NO. 1) 3. SMOOTH FINISH CEMENT FIBER SIDING W/ OPEN AND EXPOSED 1 /8" JOINTS AS SHOWN, (EXTERIOR WALL COLOR NO.2) 4. STONE PLANTER WALL AND PRECAST CONCRETE BENCH CAP. 5. 4'x 8' CEDAR OUTLOOKERS SUPPORTING GLASS CANOPY. 6. FUTURE CASH MACHINE. 7. NIGHT DROP. 8. DRIVE -UP TELLER WINDOW. 9, PAINTED STEEL COLUMN. 10. 8" HIGH X 1/2" THICK ALUMINUM RAISED LETTERS. FONT: CENTURY GOTHIC, BOLD FINISH: BRONZE ANODIZED 11. IRRIGATION CONTROLLER UNIT. 12 DOWNSPOUT. 13. SCUPPER BOX AND OVER FLOW. 14, LANE OPEN / CLOSED SIGNAGE. 15. SOLAR PANELS. 16. LIGHT FIXTURE. 17. PRE - FINISHED METAL FASCIA OR FLASHING. 18. 3/16' PAINTED STEEL PLATE AT ALL EXPOSED ENDS OF WOOD BEAMS. 19, PERFORATED PRE - FINISHED METAL SOFFIT PANELS General Notes: Legend rE N lco) 4— o Mto U a C Da o i° 3 m t i � I • � o � a E O I T Q4 U o 77 N Z Q H Q W 0 W U. Q CL J O I Z CEO ULi z U-1 J 1 W Q 3 J } W � REGISTERED ARCHITECT WAS J. SANFORD TE OF WASHINGTON PERMIT SET Re�imcrns JULY 2014 Closing Date 1 ALL RIGHT RESERVED THESE DRAWINGS ARE THE PROPBTYOF MSGS ARCHITECTS AND ARE NOi T BE USED OR REPRODUCED IN ANY MAN ER, WITHOUT PRIOR WRITTEN PERMISSION. j Sheet cfle 1 1EXTERIOR I ELEVATIONS Sheet No 3.10 MSGS Project No. 13 -133 i M v, v 0 c s 3 a a w K 0 W X W M M M M C] M M TH ELEVAT IffivIIII O Keynotes 1. STONE VENEER AND PRE -CAST CONCRETE CAP, 2. SMOOTH FINISH CEMENT FIBER SIDING W/ 1 "X 4' VERTICAL CEDAR BATTENS @ 16" O.C. (EXTERIOR WALL COLOR NO.I) 3. SMOOTH FINISH CEMENT FIBER SIDING W/ OPEN AND EXPOSED 1/8 JOINTS AS SHOWN, (EXTERIOR WALL COLOR N0.2) 4. STONE PLANTER WALL AND PRECAST CONCRETE BENCH CAP. 5. 4" x 8'' CEDAR OUTLOOKERS SUPPORTING GLASS CANOPY. 6. STANDING SEAM METAL ROOF. 7. HANDICAP PUSH BUTTON OPERATOR AND BOLLARD. 8. DOWNSPOUT. 9. PRE - FINISHED METAL GUTTER. 10. SCUPPER BOX AND OVER FLOW. 11. SOLAR PANELS. 12, LIGHT FIXTURE. 13. PRE - FINISHED METAL FASCIA OR FLASHING. 14. PAINTED STEEL FLASHING CAP AT ALL EXPOSED ENDS OF WOOD BEAMS. 15. PAINTED STEEL COLUMN. 16. STONE LANDSCAPE WALL, SEE SITE PLAN. General Notes: Legend N E V) ° Z on L a = Uu O O U � „J o � a �> W ix d 0 o �> Lu w 3 • o O a > Q S w Z ° T 3 ° 0- U i V N Z a = Q H U 3 „J Q a �> ix m? o �> Lu w a W a > r S w Z ° Pei 28" REGISTERED ARCHITECT THOMAS J. SANFORD STATE OF WASHINGTON PERM T SET JULY 2014 Revisions Closing Date y i ALL RIGHT RESERVED THESE DRAWINGS ARE THE PROP�RTY OF MSGS ARCHITECTS AND ARE NOT 7N� BE USED OR REPRODUCED IN ANY MAN ER, WITHOUT PRIOR WRITTEN PERMISSI+ Sheet Title j f °EXTERIOR ELEVATIONS Sheet NO. 3.11 MSGS Project No. 13 -133 i v o I 0 m c 0 3 a 0 0 w O 0 s 0 Q M M w Z 3.41 S U — 1 I I I I SOLAR PANELS GLU -LAM BEAM rE I GLU -LAM COLUMN OPEN TO HALL 77 J�l 8 7 COFFEE SERVICE 4 I ri D.- TJ O w 1Z 3.41 u I 18' -6" STANDING SEAM METAL ROOFING �2ZBUILDING SECTION - CONTINUED O I I I 3' 6" 6' 0" 21 0 I 8.1 I I I I I I T.o. B� PAINTED STEEL END OF BEAM PLATE <a 4.0 SINGLE -PLY ROOFING SYSTEM INSULATION 12 b" RIGID 121 /4 I I I I I I 0 i o U E�/l I I I -... FINISH FLOOR_ I I ;_ OU 4 O a a 3 m 0.i_ Q • o 0 a Uo i ALL RIGH RESERVEDTHESEDRAWINGSARE THE PRORTY OF MSGS ARCHITECTS AND N O BE USED OR REPRODUCED IN ANY MA ER, WITHOUT PRIOR WRITTEN PERMISSI N Z Sheet IIfle i / Q = / 3 J o I I I I I m LLi W I J > W LL w r :E I I L � I w Z o a GLU -LAM I I � =0 COLUMN � I OPEN TO / HALL C SH VAULT - V UT/ ON -LIN NKING 11 6" - I 2'' RIGID INSULATION, 4" HEATED CONCRETE SLAB CONT. UNDER SLAB VAPOR BARRIER L T BUILDING SECTION A3.30 J 1/4" = 1' -0" SOLAR PANELS GLU -LAM BEAM rE I GLU -LAM COLUMN OPEN TO HALL 77 J�l 8 7 COFFEE SERVICE 4 I ri D.- TJ O w 1Z 3.41 u I 18' -6" STANDING SEAM METAL ROOFING �2ZBUILDING SECTION - CONTINUED O I I I 3' 6" 6' 0" 21 0 I 8.1 I I I I I I T.o. B� PAINTED STEEL END OF BEAM PLATE <a 4.0 SINGLE -PLY ROOFING SYSTEM INSULATION 12 b" RIGID 121 /4 I I I I I I 0 i o U E�/l I I I -... FINISH FLOOR_ I I ;_ OU 4 O a a 3 m 0.i_ Q • o 0 a Uo 2B" REGISTERED ARCHITECT J THOMAS J. SA iATE OF WASHINGTON I PERMIT SET JULY 2014 s Revisions: Closing D.U. i ALL RIGH RESERVEDTHESEDRAWINGSARE THE PRORTY OF MSGS ARCHITECTS AND N O BE USED OR REPRODUCED IN ANY MA ER, WITHOUT PRIOR WRITTEN PERMISSI N Z Sheet IIfle i ?BUILDING Q = Q 3 J Z m LLi W z J > W LL w r :E Q L w r w Z o a =0 2B" REGISTERED ARCHITECT J THOMAS J. SA iATE OF WASHINGTON I PERMIT SET JULY 2014 s Revisions: Closing D.U. X43.30 MSGS Project N. 13 -133 �— i ALL RIGH RESERVEDTHESEDRAWINGSARE THE PRORTY OF MSGS ARCHITECTS AND ARE NOT O BE USED OR REPRODUCED IN ANY MA ER, WITHOUT PRIOR WRITTEN PERMISSI N Sheet IIfle i ?BUILDING SECTION Sheet No. X43.30 MSGS Project N. 13 -133 �— C 4' -0' 20,8" STANDING SEAM METAL ROOFING 4 PWD SHEATHING 12 A8.70 2 0 -------------- w I z CURBING _MAIN FLOOR — — — — t PAVEMENT LEVEL � �IIIVIIIIII III II =1I L�" Tr u SECTION @ CANOPY 1 A8.10 SIM. I PERFORATED METAL SOFFIT PANELS PLYWOOD SHEATHING CEMENT FIBER SIDING (2) 2"X4", ONE ON EITHER SIDE OF EACH JOIST PERFORATED METAL SOFFIT PANELS JOIST PER STRUCTURAL PIPE CHASE STEEL TUBE COLUMN, PER STUCTURAL. PAINT 6 7 8 I 8.11 � II 1 3.0.. 1 � _ _ I I i7 C) o I P I CONC. WALK BUILDING SECTION SINGLE -PLY ROOFING SYSTEM OVER b" RIGID INSULATION I- 1/4 E/// E _r//t E I _/// n\ 3.61 / 1/4 = 1 - -U A3.31 114 I'_0" N C � D E F 20.8" 20'_8. 16 8, I SOLAR PANELS 1 I 8.10 _ �� T.O. PLATE 2 12 3.40 2 O STANDING METAL _ _ SEAM ROOF -- -- I A3.40 �I T.O. PLATE h __ - — I — 'I ------ - - - - -__ _ SYSTEM OVER ROOFING 1 SYSTEM OVER b 'RIGID I INSULATION 1 80 L 1 122 114 IL I GLASS CANOPY IGLU -LAM COLUMN b � s _ I I I I I I TELLERS VIE ING o ROO STONE PLANTER SLOPE I 1 - ILA FINISH FLOC 1 I VAPOR BARRIER rJ 4 "HEATED CONCRETE SLAB 1 II II III L J 2• RIGID INSULATION, CONT. — / UNDER SLAB l l BUILDING SECTION A3.31 f 1/4" = V -0e 9 I SCUPPER BOX DO SW PN OUT O Keynotes General Notes: Legend E o o oP L a O ° 3 al m n, o a3 h Q E T U ° 'N^ V `Z I CONCRETE FILLED STEEL PIPE BOLLARD J Z 1 Q < w > m LLI W z ' Ilii =i II=11= I�!I LLU i 4 I _ CONCRETE SLAB w D DRIVE LANE 6 7 8 I 8.11 � II 1 3.0.. 1 � _ _ I I i7 C) o I P I CONC. WALK BUILDING SECTION SINGLE -PLY ROOFING SYSTEM OVER b" RIGID INSULATION I- 1/4 E/// E _r//t E I _/// n\ 3.61 / 1/4 = 1 - -U A3.31 114 I'_0" N C � D E F 20.8" 20'_8. 16 8, I SOLAR PANELS 1 I 8.10 _ �� T.O. PLATE 2 12 3.40 2 O STANDING METAL _ _ SEAM ROOF -- -- I A3.40 �I T.O. PLATE h __ - — I — 'I ------ - - - - -__ _ SYSTEM OVER ROOFING 1 SYSTEM OVER b 'RIGID I INSULATION 1 80 L 1 122 114 IL I GLASS CANOPY IGLU -LAM COLUMN b � s _ I I I I I I TELLERS VIE ING o ROO STONE PLANTER SLOPE I 1 - ILA FINISH FLOC 1 I VAPOR BARRIER rJ 4 "HEATED CONCRETE SLAB 1 II II III L J 2• RIGID INSULATION, CONT. — / UNDER SLAB l l BUILDING SECTION A3.31 f 1/4" = V -0e 9 I SCUPPER BOX DO SW PN OUT O Keynotes General Notes: Legend E o o oP L a O ° 3 al m n, o a3 h Q E T U ° 'N^ V `Z 28" REGISTERED ARCHITECT THOMAS J. SAN ORD STATE OF WASHINGTON i PERMIT SET JULY 2014 Revlslo!s Closing Date 9 ALL RI J'` RESERVED THESE DRAWIN GS ARE THE PR PERT" OF MS'S ARCHITECTS AND ARE N T TO BE USED OR REPRODUCED IN ANYM NNER WITHOUT PRIOR WRITTEN PERMIS ION. Sheet Title BUILDING SECTION Sheet No. a A3.31 MSGS Project No. 13-133 J Z 1 Q < w > m LLI W z ' w LLU i 4 6L w Q W Z 9 i O i 28" REGISTERED ARCHITECT THOMAS J. SAN ORD STATE OF WASHINGTON i PERMIT SET JULY 2014 Revlslo!s Closing Date 9 ALL RI J'` RESERVED THESE DRAWIN GS ARE THE PR PERT" OF MS'S ARCHITECTS AND ARE N T TO BE USED OR REPRODUCED IN ANYM NNER WITHOUT PRIOR WRITTEN PERMIS ION. Sheet Title BUILDING SECTION Sheet No. a A3.31 MSGS Project No. 13-133 i n ° 0 h 0 c 0 m a z O 3 0 M M M M STANDING SEAM METAL ROOFING SYSTEM ROOFING UNDERLAYMENT SHEATHING, PER STRUCTURAL 3 /4'TREATED PWD. SHEATHING PRE - FINISHED METAL GUTTER PRE - FINISHED METAL FASCIA SHAPED 2" X 12'' 4 A8.10 9/16" HEAT STRENGTHENED, LAMINATED GLASS & ' KAWNEER' 1600 FRAME ON 2 SIDES 3/16' PAINTED STEEL DILATE END CAP 4" X E' CEDAIR OUTLOOKERS RS 4' -0" O.C. PRECAST CONCRETE CAP (PLANTER WALL: 6" CONCFZETE BLOCK W/ STONE VENEER 4" CONCRETE ENTRY WALK l�11i� a a 12 2 0 4 "X6 '' CEDAR CROSS FRAMING GRID 16" ROOF JOIST 0 32" O.C. F12'BATT INSULATION, R -42 I & VAPOR BARRIER 9/16" HEAT STRENGTHENED LAMINATED GLASS AND KAWNEER 1600 FRAME ON PRE - FINISHED METAL SILL 2 SIDES LASHING 1/4'' PER FT. SLOPE PRE - FINISHED METAL HEAD FLASHING T ��, ~WOOD �- 1/8 G.W.B. I Z STRIPPING ANODIZED ALUM. 6" O.C. Q STOREFRONT EXTERIOR 5/8" G.W.B. DOORFRAME I � PRE - FINISHED PERFORATED Z � METAL PANEL SOFFIT �i 200 LL HEADER, PER STRUCTURAL CONT. METAL CLIP z J FINISH FLOOR ----------- ------- W >- FIBER CEMENT PANEL SIDING PRE METAL \� W Z HEAD FLASHING FIBERGLASS THERMOPANE WINDOW UNIT 5� � 9/16" HEAT STRENGTHENED LAMINATED GLASS AND KAWNEER 1600 FRAME ON PRE - FINISHED METAL SILL 2 SIDES LASHING 1/4'' PER FT. SLOPE PRE - FINISHED METAL HEAD FLASHING T ��, I �- 1/8 G.W.B. I Z - ANODIZED ALUM. Q STOREFRONT EXTERIOR I DOORFRAME I WOOD ENTRY DOOR T.O. PLATE s FINISH FLOOR$ STANDING SEAM METAL FLASHING CAP TREATED & TAPERED 2" X 6' CONT. CLEAT ` SINGLE -PLY ROC>FING MEMBRANE INTERMEDIATE ROCJFING MEMBRANE 6, RIGID INSULATION 12' VAPOR BARRIER PLYWOOD SHEATHING PER STRUCTURAL TRUSS JOIST PER STRUCTURAL 5/8' G.W.B. VAPOR BARRIER 2'' X 6" WOOD STUDS & 6'' R -21 BATT INSULATION (2) COURSES OF 4" CONCRETE BLOCK VENEER TREATED WOOD SILL PLATE 4" CONCRETE FLOOR SLAB FINISH FLOOR VAPOR BARRIER 2" RIGID INSULATION TREATED 2" X 12' \ PERFORATED METAL, CONT. CLEAT 3 A8.10 SHEATHING, PER STRUCTURAL WEATHER BARRIER FASTENERS OQ 2' -0'' O.C. HORIZONTAL 2" RIGID INSULATION CEMENT PANEL SIDING I "X 4" BATTENS WHERE I SHOWN ON EXTERIOR / I I ELEVATIONS 2 8 10 PRE - FINISHED METAL FLASHING 4'X5' PRE -CAST CONCRETE CAP I �- MORTAR NET WEEP HOLES la 24" O.C. PRE - FINISHED METAL FLASHING FINISH GRADE e WALL SECTION J/4 = I -U T_O. AVE F LOOR FINISH FOUNDATION WATER BARRIER SYSTEM FILTER FABRIC III BACK IDAGGREGATE 4' CONT. FOOTING DRAIN D o o oa N T C a0 U D o 0 3 OR V p O D 3 M RD Q. P i E O ± T Q, U M j Q° i T ��, I Z ANODIZED ALUM. THRESHOLD Q N 4" CONCRETE FLOOR SLAB � Z � �i 200 LL W z J FINISH FLOOR ----------- ------- W >- < J W \� W Z � a 5� � ° G RECESSED D MAT W/ DRAINAGE A1.30 ° C CONT. FOOTING DRAIN 2INS" RIGID LAUTION T.O. PLATE s FINISH FLOOR$ STANDING SEAM METAL FLASHING CAP TREATED & TAPERED 2" X 6' CONT. CLEAT ` SINGLE -PLY ROC>FING MEMBRANE INTERMEDIATE ROCJFING MEMBRANE 6, RIGID INSULATION 12' VAPOR BARRIER PLYWOOD SHEATHING PER STRUCTURAL TRUSS JOIST PER STRUCTURAL 5/8' G.W.B. VAPOR BARRIER 2'' X 6" WOOD STUDS & 6'' R -21 BATT INSULATION (2) COURSES OF 4" CONCRETE BLOCK VENEER TREATED WOOD SILL PLATE 4" CONCRETE FLOOR SLAB FINISH FLOOR VAPOR BARRIER 2" RIGID INSULATION TREATED 2" X 12' \ PERFORATED METAL, CONT. CLEAT 3 A8.10 SHEATHING, PER STRUCTURAL WEATHER BARRIER FASTENERS OQ 2' -0'' O.C. HORIZONTAL 2" RIGID INSULATION CEMENT PANEL SIDING I "X 4" BATTENS WHERE I SHOWN ON EXTERIOR / I I ELEVATIONS 2 8 10 PRE - FINISHED METAL FLASHING 4'X5' PRE -CAST CONCRETE CAP I �- MORTAR NET WEEP HOLES la 24" O.C. PRE - FINISHED METAL FLASHING FINISH GRADE e WALL SECTION J/4 = I -U T_O. AVE F LOOR FINISH FOUNDATION WATER BARRIER SYSTEM FILTER FABRIC III BACK IDAGGREGATE 4' CONT. FOOTING DRAIN D o o oa N T C a0 U D o 0 3 OR V p O D 3 M RD Q. P i E O ± T Q, U M j Q° i REGISTERED ARCHITECT maR HOMAS J. SAN FORD S ATE OF WASHINGTON PERMIJ SET JULY 2014 1 Revisions i Closing Fete ALLRIGHT RESERVED THESE DRAWINGS ARE THE JR, TY OF MSGS ARCHITECTS AND BE USED OR REPRODUCED IN E WITHOUT PRIOR WRITTEN . i Sheet Title 1 W/' LL SECTIONS Y Sheet No 3.40 MSGS Project No. 13 -133 i Z Q N U � Z � �i 200 LL W z J j LLu LL. W >- < J W \� W Z � a 5� 'O REGISTERED ARCHITECT maR HOMAS J. SAN FORD S ATE OF WASHINGTON PERMIJ SET JULY 2014 1 Revisions i Closing Fete ALLRIGHT RESERVED THESE DRAWINGS ARE THE JR, TY OF MSGS ARCHITECTS AND BE USED OR REPRODUCED IN E WITHOUT PRIOR WRITTEN . i Sheet Title 1 W/' LL SECTIONS Y Sheet No 3.40 MSGS Project No. 13 -133 ATTIC VOID SPACE FOR REMOTE TELLER PNEUMATIC PIPING PERFORATED, PRE - FINISHED METAL SOFFIT PANELS- AEP SPAN "PRESTIGE" 2" X 4" BLOCKING 'C METAL FLASHING I' X 8' CEDAR TRIN CEMENT FIBER PANEL SIDING 1" METAL HAT CHANNEL; C 16" O.C. VERTICAL AND AIR SPACE 2" RIGID INSULATION WEATHER BARRIER PLYWOOD SHEATHINC INSECT SCREEN 6' CONCRETE CURE ASPHALT DRIVE -UF LANE SURFACE 4' CONE, FOOTING DRAIN M M I PRE - FINISHED STANDING SEAM METAL ROOFING PANELS WEATHER BARRIER PLYWOOD SHEATHING 12" BATT INSULATION, R -42 5/8' G.W.B VAPOR BARRIER 2" X 10" STUDS Q 24" O.C. & 10'' R -35 BATT INSULATION 16" ROOF JOIST'? 24" O.0 AND BLOCKING PER STRUCTURAL VAPOR BARRIER 5/8'' G.W.B. V X 6" FIR STRIPPING C 6" O.C_ C., PAINT G.W.B. BACKING BLACKCK IACHINE JCRETE SLAB R BARRIER FINISH FLOOR ATTIC VOID SPACEFOR REMOTE TELLER PNEUMATIC PIPING PERFORATED, PRE - FINISHED METAL SOFFIT PANELS - AEPSPAN "PRESTIGE' 2" X 4'' BLOCKING C' METAL FLASHING 1'X8 CEDAR TRIM CEMENT FIBEF PANEL SIDINC I 'METAL HA' CHANNELS CJ 16' O.0 VERTICAL AND Alf SPACE 2'' RIGID INSULATIOP WEATHER BARRIEF PLYWOOE SHEATHINC INSECT SCREEN 6" CONCRETE CURE ASPHALT DRIVE -UE LANE SURFACE 4" CONT. FOOTING DRAIN 2 PRE - FINISHED STANDING SEAM METAL ROOFING PANELS WEATHER BARRIER PLYWOOD SHEATHING 12 'BATT INSULATION, R -42 5/8' G.W.B VAPOR BARRIER 2 '' X10 '' STUDS C24" O.C. & 10" R -35 BATT INSULATION 16'' ROOF JOIST SO 24" O.0 AND BLOCKING PER STRUCTURAL VAPOR BARRIER 5/8" G.W.B. 1 "X 6' FIR STRIPPING C 6' O.C., PAINT G.W.B. BACKING BLACK WALL SECTION = 10.. FINISH FLOOR IASE ULATION !9 (N� V 2D E V) C o OU N L Q O �n P 3 J z T C �0 < } U °° o ° 3 m 13 J u W E Q s w r W z ° a ^ 3 °u 3 J �0 3 •� o p E T U ° Q !9 r•1 L_J 2a" REGISTERED ARCHITECT THOMAS J. SANFORD ;TATE OF WASHINGTON PERMIT SET r JULY 2014 Closing Jet. I ALL RILHTS RESERVED THESE DRAWINGS ARE THE P OPERTY OF MSGS ARCHITECTS AND ARE T i0 BE USED OR REPRODUCED IN ANY ANNER WITHOUT PRIOR WRITTEN PERMI ,ION. j Street Efle f MALL SECTIONS Sheet No. A3.41 MSGS Project No 13 -133 -133 (N� V Z Q = Q 3 J z Q < } Lu z 13 J LLJ LL W a Q w r W z n a 5L L J r•1 L_J 2a" REGISTERED ARCHITECT THOMAS J. SANFORD ;TATE OF WASHINGTON PERMIT SET r JULY 2014 Closing Jet. I ALL RILHTS RESERVED THESE DRAWINGS ARE THE P OPERTY OF MSGS ARCHITECTS AND ARE T i0 BE USED OR REPRODUCED IN ANY ANNER WITHOUT PRIOR WRITTEN PERMI ,ION. j Street Efle f MALL SECTIONS Sheet No. A3.41 MSGS Project No 13 -133 -133 I h e N 0 d a m 3 O w w 0 w 0 Q M s4 J6-24 1, 36 -34 -24 34 -36 -24 ADA ACCESS COMMUNITY RM A4.10 / 1/4 = 1' -0 SOUTH ELEV TELLER - SOUTH /8" x 9" GLU -LAM BE/ /8" x 9'' GLU -LAM BEF 5 1/6 X 6" GLU -LAM COLUMN FILLER STIF CONFERENCE ROOM 1117 A4.10 1/4'' = 1' -0" 1230 -12 LOUNGE - WEST A4.10 1/4" = I' 0" V (8)/3630 -12 2 2' 2' 6' 0" 7" 0' w +— ° a 4, -0, 4'0' M M a O 3 � = m 13 A5.11 � 3 1 I � O 3 4 2 CASH •. o 0 CASH n Q- E SIGNATURE TRANSACTION SAFE DRAWER SAFE CAB. nTELLER - NORTH Lu Z a 5� J O TEI 1I /A "e- 1 LN' 36 -36 -24 ZJ EAST 5 1/8' COLUMN I I6 -30 -12 LOUNGE - NORTH A4.10 114" = 1' 0" PNEUMATIC TUBE 1 � Inl TELLER WINDOW BY MFR. 2 2' 2' 6' 0" 7" 0' w +— ° a 4, -0, 4'0' M M a O 3 � = m 13 A5.11 � 3 1 I � O 3 -}� 2 CASH •. o 0 CASH n Q- E SIGNATURE TRANSACTION SAFE DRAWER SAFE CAB. nTELLER - NORTH Lu Z a 5� J O II A5.11 I 1 9 I GLU -LAM BEAMS, BEHIND VIEW, 3 1/8" X 9'' 5 1/8'' X 6" GLU -LAN 9 A5.11 HANDICAP DOOR OPENER BUTTON EAST 5 1/8' COLUMN I I6 -30 -12 LOUNGE - NORTH A4.10 114" = 1' 0" PNEUMATIC TUBE 1 � Inl TELLER WINDOW BY MFR. A4.10/ 1/4 "= 1' -0 Q Keynotes 1. G.W.B., PAINT 2. FLOOR BASE, SEE FINISH SCHEDULE. 3. PLASTIC LAMINATE COUNTERTOP. 4. 4" HIGH PLASTIC LAMINATE BACKSPLASH. 5. FULL HEIGHT PLASTIC LAMINATE BACKSPLASH, 9, RANGE HOOD. 10, MICROWAVE. 11. WOOD VENEER CABINET W /4' X 6' WHITE BOARD INTERIOR. PROVIDE MAP RAIL ABOVE WHITE BOARD AND TACK BOARD AT INTERIOR OF DOORS. PROVIDE BACKING IN WALLS. General Notes: Legend E V) o w +— ° a � KNEE ° a O 3 � = m E � 3 PACE Z � O 3 -}� 2 CASH •. o 0 CASH n Q- E SIGNATURE TRANSACTION SAFE DRAWER SAFE CAB. nTELLER - NORTH A4.10/ 1/4 "= 1' -0 Q Keynotes 1. G.W.B., PAINT 2. FLOOR BASE, SEE FINISH SCHEDULE. 3. PLASTIC LAMINATE COUNTERTOP. 4. 4" HIGH PLASTIC LAMINATE BACKSPLASH. 5. FULL HEIGHT PLASTIC LAMINATE BACKSPLASH, 9, RANGE HOOD. 10, MICROWAVE. 11. WOOD VENEER CABINET W /4' X 6' WHITE BOARD INTERIOR. PROVIDE MAP RAIL ABOVE WHITE BOARD AND TACK BOARD AT INTERIOR OF DOORS. PROVIDE BACKING IN WALLS. General Notes: Legend E V) o o +— ° a O LU ° a O 3 � = Q E W 3 J Z � O 3 -}� 0 3 3 •. o 0 z n Q- E 1 T w } U ° Lu Z a 5� 0 N Z = Q 3 J Z Q r } coo w Lu z 1 Lu LPL w } :E Q Lu Z a 5� J O 28" REGISTERED ARCHITECT THOMAS J. SA STATE OF WASHINGTON PERMIT SET JULY 2014 Revelm Closing Date i I ALL RI GH RESERVLD THESE DRAWINGS ARE THE PROP RTY OE MSG, ARCHITECTS AND ARE NOT T BE USED OR REPRODUCED IN ANY MAN ER, WITHOUT PRIOR WRITTEN PERMISSION. A Sheet Title INTERIOR EI.EVATIONS ! Sheet No A4.10 MSGS Project No. 13 -133 DOOR AND FRAME SCHEDULE OPENING DOOR FRAME DETAIL I HDWR NOTES JOPN NO. ROOM NAME TYPE LABEL / STC QTY' SIZE MAT'L. FINISH GLASS TYPE DEPTH MAT'L. FINISH HEAD JAMB SILL GROUP LE NO. WIDTH HEIGHT THICKNESS 100A VESTIBULE A - 2Q3' 60' - 80" 134'' / WD P= /SLR TI SG - AA AA BE - - - AL PF 3/A5.12 2/A5.12 1 1 /A5. 2 1 1 2 3 IOOA 1008 106 107 108 1008 VESTIBULE B - 2 VS 3' __ 6 0' 8 0' 1 3/4' 13/4" AL PF AL WD PF PF SLR _ - - - - - 5/A5.12 2 3 2 - 2 106 CASHVAULT C - 1 30 70' SCWD Pf= /SLR_ Pf= /SLR 107 VIEWING ROOM _ D - 1- 30" 70" _ 13/4" SCWD _ - - BB - - - WD - HE SLR - 4/A5.12 - 4/A5.12 - 5/A5.12 - _5 6 7 108 VAULT E - - 1 3 O' - 7-0 " - _ - 110 TECHNOLOGY C - 1 3 -0" -30" 7 0" 13/4" SCWD PF /SLR - _ - - - - SG SG _ TI TI - BB - - _- - - WD WD WD WD WD RE SLR 4/A5.12 4/A5.12 - 5 2 110 111 STORAGE _ C -_ _ 1 70 13/4 13/4 SCWD Pf= /SLR _ BB BE BB BE BB BE CC CC BB PE /SLR PF /SLR 4/A5.12 4 /A5.12 4/A5.12 4/A5.12 - 5 - 111 112 QUIET ROOM C - 1 30" 70 SCWD Pf= /SLR - 8 - 112 114 TOILET ROOM C - 1 3 -0" 70 13/4 13/4 SCWD Pf= /SLR PF /SLR RE SLR 4/A5.12 4/A5.12 4/A5.12 4/A5.12 - - 8 8 _ -_ - 114 115 TOILET ROOM C - 1 3 -0" 7 -0" SCWD Pf =/ /SLR 115 116 LOUNGE_ - C - 1 3 -0" 7 -0" ._.1_3/4 SCWD - - - - - - WD WD AL AL WD HE SLR PF /SLR PF _ PF PF /SLR 4/A5.12 4/A5.12 4/A5.12 41A5.12 - - - 116 117A 117B CONFERENCE ROOM C - -1--a-T-7701 13/4'' SCWD Pf= /SLR - - - 117A CONFERENCE ROOM IS - 1 3' -0" 8' -0" 1 3/4" 13/4" AL AL PF 3/A5.12 3/A5.12 4/A5.12 2/A5.12 2/A5.12 4/A5.12 1 /A5.12 1/A5.12 - 3 4 8 _ 4 2 - - 3 1178 118 119 120 118 LEASED SPACE B - 1 1 3' -0" 8' -0" 7-0 "- PF 119 TOILET ROOM C - 1 3' -0'' -- 13/4'' SCWD_ AL PF /SLR 120 _. 121 COMMUNITY ROOM 8 - I 3' -0" 3' -0" 8' -0" 1 3/4" PF TI - CC BB - - AL WD PF - PF /SLR 3/A5.12 2/A5.12 - 1 /A5.12 TOILET ROOM C - 1 T -0" 13/4 " SCWD Pf= /SLR 4/A5.12 4/A5.12 - 8 - 121 LEGEND: MATERIAL AL ALUMINUM, PREFINISHED PER SPECIFICATIONS HM HOLLOW METAL, PRE - PRIMED SCWD SOLID CORE WOOD, SPECIES PER FINISH LEGEND WD WOOD FINISH PF PREFINISHED PER FINISH LEGEND OR SPECIFICATIONS P -# PAINT DESIGNATION PER FINISH LEGEND SLR SEALER PER FINISH LEGEND GLAZING SG SINGLE - GLAZED. CLEAR SAFETY GLASS PER SPECIFICATIONS TI TEMPERED, INSULATED GLAZING UNIT, 1 -INCH THICK si O O Z Q ti a 3 O O Z 3 �< �h Q0 LL� oN Z_ <o 0 _ 0� o� o p L Q � � 3 M � M W_ REFER TO REFER TO DR.SCHEDUL DR. SCHEDULE 0" 10' B" DOOR OPENING O TEMP.' x GLAZING CC ALUMINUM STOREFRONT FRAME= FRAME U 0 LE 0 o 0 �t' I o o E2 �t A SOLID WOOD B ALUMINUM STYLE & RAIL STOREFRONT DOOR DOOR TYPES GENERAL NOTES: /4" = 1' -0" A. FULLY TEMPERED GLASS FOR ALL LOCATIONS AS REQUIRED BY CODE. GLAZING SIZES ARE INDICATED ON DOOR TYPE ELEVATIONS. B. HARDWARE GROUPS ARE LISTED IN THE HARDWARE SPECIFICATIONS. NOTES: I . ALUMINUM THRESHOLD, ADA COMPLIANT. 2. ACCESS CONTROL BY BANKING EQUIPMENT SUPPLIER. 3. AUTOMATIC DOOR OPERATOR, PUSHPAD OPERATED, ADA COMPLIANT. 4. DOOR, FRAME AND HARDWARE BY VAULT MANUFACTURER. 6" 3 -6" 5.1 I A5.11 A5.11 FLOOR LINE 5.11 OR A5.11 OR 16 8' AFF 5.11 OR A51.11 LASS WINDOW 02 FRAME WINDOW FRAME WINDOW TYPES 1/4" = 1' -0" 3' -0" 10_841 OR 16' -8 'AFF 6' -4" R.O. DOOR OPENING AAALUMINUM STOREFRONT FRAME REFER i' DR. SI CHEDULEI 11111 REFER TO DR. SCHEDULE 0 B" DOOR OPENING O TEMP.' x GLAZING CC ALUMINUM STOREFRONT FRAME= FRAME 0 LE i o �t' I A SOLID WOOD B ALUMINUM STYLE & RAIL STOREFRONT DOOR DOOR TYPES GENERAL NOTES: /4" = 1' -0" A. FULLY TEMPERED GLASS FOR ALL LOCATIONS AS REQUIRED BY CODE. GLAZING SIZES ARE INDICATED ON DOOR TYPE ELEVATIONS. B. HARDWARE GROUPS ARE LISTED IN THE HARDWARE SPECIFICATIONS. NOTES: I . ALUMINUM THRESHOLD, ADA COMPLIANT. 2. ACCESS CONTROL BY BANKING EQUIPMENT SUPPLIER. 3. AUTOMATIC DOOR OPERATOR, PUSHPAD OPERATED, ADA COMPLIANT. 4. DOOR, FRAME AND HARDWARE BY VAULT MANUFACTURER. 6" 3 -6" 5.1 I A5.11 A5.11 FLOOR LINE 5.11 OR A5.11 OR 16 8' AFF 5.11 OR A51.11 LASS WINDOW 02 FRAME WINDOW FRAME WINDOW TYPES 1/4" = 1' -0" 3' -0" 10_841 OR 16' -8 'AFF 6' -4" R.O. DOOR OPENING AAALUMINUM STOREFRONT FRAME REFER i' DR. SI CHEDULEI 11111 0 DOOR OPENING DOOR OPENING Bp Wool-) DOOR D CC ALUMINUM STOREFRONT FRAME= FRAME i o �t' I �t CSOLID CORE WOODDOOR PREFER To DR. SI CHEDULEI 0 u 0 � o FLOOR LINE D SOLID CORE WOODDOOR PER DOOR SCHEDULE d d iv 0 DOOR OPENING DOOR OPENING Bp Wool-) DOOR D CC ALUMINUM STOREFRONT FRAME= FRAME DOOR FRAME TYPES 1/4" = 1' -0" 41 3-6 'L �3FIBERGLASS WINDOW FRAME 11' -6" 3'_6• 6" 3.-6.. 6" 3' 6.. 2 AS 11 6 A5.11 AA FIBERGLASS WINDOW O+ FRAME Or OPPOSITE HAND REFERi�O DR.SI CHEDULEI u 0 0 0 ESTEEL DOOR BY VAULT SUPPLIER DUDRIVE -UP TELLER WINDOW BY BANK EQUIP. SUPPLIER oI O O N M 0 M V M V P O N U U • 'N^ v z Q N Q W 0 W Q 5L J O L O O vt P C0 3 m � L 5 O 0 3 O O E 0 O = Q U 3 Z 5 Q w CD z J W Q > } W I� Sr REGISTERED ARCHITECT � 'J AAS J. SAN ORD OF WASHINGTON PER4 SET Revisions s JULY 2014 Closing Date i ALL RIGHT RESERVED THESE DRAWINGS ARE THE PROP RTY OF MSGS ARCHITECTS AND AIR NOi BE USED OR REPRODUCED IN ANY MAN ER. WITHOUT PRIOR WRITTEN PERMISSI 1 Sheet Title DOOR & FRAME TYPES, DOOR SCHEDULE AND WINDOW TYPES Sheet NO, A5.10 MSGS Project No 13 -133 m v o TEMP. SINGLE GLAZING 0 a m c 3 a 3 O 3 M M 5 1/8" x 9'' GLU -LAM BEAM 9' -0" A.F.F. 4 METAL V MOLD EQ. 4 3l4" 5/8" G.W.B. 41 DOOR HEAD 3'= 1' -0' EQ. CONT. SEALANT AND — BACKER ROD 91BIC�] METAL V MOLD CONT. SEALANT AND BACKER ROD ALUM. STOREFRONT FRAM PAIR 3' -0" X 8' -0" ALUM. STOREFRONT DOORS TEMPERED SINGLE GLAZING — 3 1/8' x 9' GLU -LAM BEAM SHIM EQ. ALUM. STOREFRONT WINDOW FRAME TEMPERED SINGLE GLAZING 5/8'G W.B. 13" j� CONT. SEALANT AND / BACKER ROD 1 SHIM '5 /8 "G.W.B. J CONT. SEALANT AND BACKER ROD ALUM. STOREFRONT FRAME TEMPERED SINGLE GLAZING ALUM. STOREFRONT DOOR FRAME CONT. SEALANT AND BACKER ROD METAL 'J' MOLD 11 ALUM. WINDOW / DOOR JAMB m A5.1 1 3" = V-0 M 5/F3" PL BL ALUM. STORI WINEOV TEMPERED SINGLE GLAZING ALUM. STOREFRONT WINDOW FRAME CONT. SEALANT AND BACKER ROD SHIM 5 1/8 x6 GLU -LAM COLUMN WINDOW JAMBS DETAIL FINISH FLOOR, SEE FINISH SCHEDULE III I c� a FIBERGLASS CONT. SEALANT AND 114 MAX. BACKER ROD I PRE - FINISHED METAL U CONT. SEALANT AND BACKER ROD FLASHING p W / NAIL FIN 1' METAL HAT CHANNELS I - FIBER CEMENT I PANEL SIDING I 1 < o STONE, 1/16 TO 1/8" GAP PRE- FINISHED 1� 4' STONE VENEER n METAL FLASHING 2" RIGID INSULATION AND BACKER ROD ° 3 PRE - FINISHED WEATHER BARRIER METAL 'J MOLD 1 "x4 "CEDAR BATTEN W METAL FLASHING ! W r\ CORNER BEAD ° 5� L 1" METAL HAT CHANNELS '5 /8 "G.W.B. J CONT. SEALANT AND BACKER ROD ALUM. STOREFRONT FRAME TEMPERED SINGLE GLAZING ALUM. STOREFRONT DOOR FRAME CONT. SEALANT AND BACKER ROD METAL 'J' MOLD 11 ALUM. WINDOW / DOOR JAMB m A5.1 1 3" = V-0 M 5/F3" PL BL ALUM. STORI WINEOV TEMPERED SINGLE GLAZING ALUM. STOREFRONT WINDOW FRAME CONT. SEALANT AND BACKER ROD SHIM 5 1/8 x6 GLU -LAM COLUMN WINDOW JAMBS DETAIL FINISH FLOOR, SEE FINISH SCHEDULE 41/2 o G 4 "QONCRETESLAB J ON GRADE JOREFRONT SILL DETAIL t YW VVU JIitA1 HINV STUD COLUMN GRID FIBERGLASS WINDOW FIBERGLASS c� a 41/2 o G 4 "QONCRETESLAB J ON GRADE JOREFRONT SILL DETAIL t YW VVU JIitA1 HINV STUD COLUMN GRID FIBERGLASS WINDOW FIBERGLASS LO FRAME W/ NAIL FIN FIBERGLASS CONT. SEALANT AND 114 MAX. BACKER ROD I PRE - FINISHED METAL U CONT. SEALANT AND BACKER ROD FLASHING p W / NAIL FIN 1' METAL HAT CHANNELS I - FIBER CEMENT I PANEL SIDING I SCRIBE / CUT PANEL TO < o STONE, 1/16 TO 1/8" GAP PRE- FINISHED L� 4' STONE VENEER n METAL FLASHING 2" RIGID INSULATION AND BACKER ROD ° 3 PRE - FINISHED WEATHER BARRIER METAL 'J MOLD 1 "x4 "CEDAR BATTEN W METAL FLASHING L AIR SPACE WALL TYPE 2 WINDOW JAMB 1 1 -U FIBERGLASS LO SHIM, AS REQ'D FIBERGLASS WINDOW FRAME 114 MAX. 60 WINDOW FRAME 1/4 MAX. U CONT. SEALANT AND BACKER ROD r p W / NAIL FIN 1/4 MAX, SHIM AS REQ'D AND BACKER ROD 3 CONT. SEALANT ° 3 CONT. SEALANT < o AND BACKER ROD PRE- FINISHED L� W n METAL FLASHING AND BACKER ROD ° 3 PRE - FINISHED Q METAL 'J MOLD 1 "x4 "CEDAR BATTEN W METAL FLASHING ! W r\ CORNER BEAD ° 5� L 1" METAL HAT CHANNELS CORNER BEAD O 5/8" G.W.B. _ - - -- VAPOR BARRIER / 8' G.W.B. FIBER CEMENT _ � ADHESIVE FLASHING ALANT AND PANEL SIDING _ OD I' METAL HAT c � 5/8" G.W.B. CHANNELS I� 2 "RIGID PWD SHEATHING INSULATION VAPOR BARRIER PRE - FINISHED METAL FLASHING Ix / 3 o CONT. SEALANT AND BACKER ROD \ 114 MAX FIBERGLASS WINDOW FRAME W/ NAIL FIN L AIR SPACE WALL TYPE 2 WINDOW JAMB 1 1 -U SINGLE GLAZING TEMPERED SINGLE GLAZING ALUM, CURTAIN WALL FRAME SHIM CONT. SEALANT AND BACKER ROD c FIBERGLASS WINDOW FRAME CONT. SEALANT AND BACKER ROD PRE - FINISHED �nl METAL FLASHING SIDING VENT STRIP INSECT SCREEN CEMENT FIBER SIDING PANEL 1" METAL HAT CHANNELS 2" RIGID INSULATION WEATHER BARRIER :)WINDOW SILL SEE WALL TYPE 4 & 5,1 SHIM, AS RED CONT, SEALANT AND BACKER ROD J- MOLDING SELF- ADHESIVE FLASHING 3' -0" AF + CORNER BEAD 5/8" G. W3. VAPOR BARRIER PWD SHEATHING WIND CEMENT FIBER SIDING PANEL I' VERTICAL METAL HAT CHANNEL 2' RIGID INSULATION HAD SHETATHING WEATHER BARRIER SIDING VENT STRIP / INSECT SCREEN a�E PRE - FINISHED METAL FLASHING W/ DRIP FIBERGLASS WINDOW FRAME W/ NAIL FIN GRID FIBERGLASS WINDOW FRAME CONT. SEALANT AND BACKER ROD 1 PRE - FINISHED METAL FLASHING PRE -CAST CONCRETE SILL L 4' STONE VENEER 2' RIGID INSULATION MULLION SHIM AS REQ'D CON. SEALANT AND BACKER ROD METAL 'T MOLD CORNER BEAD 5/8" G.W.B. SELF ADHESIVE FLASHING PWD SHEATHING SHIM AS REQ'D - METAL 'J' MOLD - CON. SEALANT AND BACKER ROD SEE WALL TYPE 4 & 5.1 5/8" G.W.B. �. SELF ADHESIVE FLASHING j HEADER PER STRUCTURAL VAPOR BARRIER CORNER BEAD J- MOLDING CONT. SEALANT AND BACKER ROD C SHIM, AS REGO 114 MAX. CONT. SEALANT AND BACKER ROD J- MOLDING SELF - ADHESIVE FLASHING 3' -0" A.F.FF CORNER BEAD D 5/8' G.W.B. �- VAPOR BARRIER \ PWD SHEATHING WINDOW SILL @ MASONRY >_ FIBERGLASS LO SHIM, AS REQ'D WINDOW FRAME 114 MAX. 60 U CONT. SEALANT AND BACKER ROD r CONT. SEALANT Q J- MOLDING 3 AND BACKER ROD J -4— ° 3 Q < SELF - ADHESIVE FLASHING PRE- FINISHED L� W n METAL FLASHING U ° Lu 011I Q 6L 1 "x4 "CEDAR BATTEN W Q ! W r\ CORNER BEAD ° 5� L 1" METAL HAT CHANNELS J O 5/8" G.W.B. CEMENT FIBER SIDING VAPOR BARRIER / 8' G.W.B. PANEL � _ PWD SHEATHING ALANT AND 2" RIGID INSULATION _ OD WEATHER BARRIER c � SINGLE GLAZING TEMPERED SINGLE GLAZING ALUM, CURTAIN WALL FRAME SHIM CONT. SEALANT AND BACKER ROD c FIBERGLASS WINDOW FRAME CONT. SEALANT AND BACKER ROD PRE - FINISHED �nl METAL FLASHING SIDING VENT STRIP INSECT SCREEN CEMENT FIBER SIDING PANEL 1" METAL HAT CHANNELS 2" RIGID INSULATION WEATHER BARRIER :)WINDOW SILL SEE WALL TYPE 4 & 5,1 SHIM, AS RED CONT, SEALANT AND BACKER ROD J- MOLDING SELF- ADHESIVE FLASHING 3' -0" AF + CORNER BEAD 5/8" G. W3. VAPOR BARRIER PWD SHEATHING WIND CEMENT FIBER SIDING PANEL I' VERTICAL METAL HAT CHANNEL 2' RIGID INSULATION HAD SHETATHING WEATHER BARRIER SIDING VENT STRIP / INSECT SCREEN a�E PRE - FINISHED METAL FLASHING W/ DRIP FIBERGLASS WINDOW FRAME W/ NAIL FIN GRID FIBERGLASS WINDOW FRAME CONT. SEALANT AND BACKER ROD 1 PRE - FINISHED METAL FLASHING PRE -CAST CONCRETE SILL L 4' STONE VENEER 2' RIGID INSULATION MULLION SHIM AS REQ'D CON. SEALANT AND BACKER ROD METAL 'T MOLD CORNER BEAD 5/8" G.W.B. SELF ADHESIVE FLASHING PWD SHEATHING SHIM AS REQ'D - METAL 'J' MOLD - CON. SEALANT AND BACKER ROD SEE WALL TYPE 4 & 5.1 5/8" G.W.B. �. SELF ADHESIVE FLASHING j HEADER PER STRUCTURAL VAPOR BARRIER CORNER BEAD J- MOLDING CONT. SEALANT AND BACKER ROD C SHIM, AS REGO 114 MAX. CONT. SEALANT AND BACKER ROD J- MOLDING SELF - ADHESIVE FLASHING 3' -0" A.F.FF CORNER BEAD D 5/8' G.W.B. �- VAPOR BARRIER \ PWD SHEATHING WINDOW SILL @ MASONRY >_ V) LO O Q 2 JE G 60 U = Q N U p 73 J -4— ° 3 Q < } m h Q E W T U ° Lu W > Q 6L W N Z = Q N U 3 J Z � Q < } m Ug W z J Lu W > Q 6L W Q ! W r\ Z ° 5� L J O 28" REGISTERED ARCHITECT THOMAS J. SAR� iTATE OF WASHINGTON ERMIT SET JULY 2014 ,ucjl s Closing Date ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PR DEEPLY OF MSGS ARCHITECTS AND ARE N T TO BE USED OR REPRODUCED IN ANY NNER WITHOUT PRIOR WRITTEN FERMI ION. Sheet Title r i W�NDOW DETAILS 1 s Sheet No. � A5.11 MSGS Project No. 13 -133 I I v 0 N 0 a 0 3 a Q O O M 9 u mien -I_— U Z m O Q CONCRETE 51 A HARDWOOD ENTRY DOOR HARDWOOD GLAZING STOP INSULATED TEMPERED GLAZING R DETAIL 3 " =1 U SHIM AS REG WOOD DOOR FRAR 1 X 3 WOOD TR -1 114 "TYP. ISH, SEE FINISH SCHEDULE BY CONTRACTOR )R ANCHORING RNERS) DOOR JAMB DETAIL (HEAD SIM.) SEE WALL TYPE 4 & 5.1 1/2" CEMENT FIBER SIDING PANEL 1'' VERTICAL METAL HAT CHANNEL 5 /8" G.W.B. 2'' RIGID INSULATION PWD SHETATHING SELF ADHESIVE FLASHING WEATHER BARRIER SIDING VENT STRIP / HEADER PER STRUCTURAL INSECT SCREEN VAPOR BARRIER 1 I c �c. CORNER BEAD E J- MOLDING PRE - FINISHED METAL CONE. SEALANT AND BACKER ROD FLASHING W/ DRIP 1/4 MAX. ALUM. STOREFRONT FRAME LIM. STOREFRONT HEAD = 1. -p. METAL 'Y MOLD CONT. SEALANT AND BACKER ROD ALUM. STOREFRONT DOOR FRAME CONT. SEALANT AND BACKER ROD PRE - FINISHED METAL FLASHING 1 "METAL HAT CHANNELS FIBER CEMENT PANEL SIDING f1 RI�Q ALUM. STOREFRONT E ALUM. THRESHOLD. USE PE COMMERICAL THRESHOLD, SADDLE OR OFFSET SADD HE FLOOR FINISH, SEE FINISH SCHEC REFRONT JAMB CORNER BEAD ADHESIVE FLASHING 5/8'' G.W.B. VAPOR BARRIER 1 - +- GRID - INSECT SCREEN 4" STONE VENEER THRESHOLD D 3._1 U. HE VENEER, BEYOND CONCRETE SIDEWALK 1 �O i£ O 0 p N T C o�0 U 30 M iji� 3 O Q Q � E iE v 00 O W z Q J n E 09 CL U T E? >> w L � a 5� I N Z = d H U 3 7 Q Q � } 00 aq W z Q J LED Lu Li w r a Q >> w W Z � a 5� IF LJ )2B" REGISTERED 7ARCHITECT ✓. !THOMAS J. SAN ORD TAT E OF WASHINGTON PERMGT SET JULY 2014 j Revisions Closing Date 1 I s ALL RIGHT RESERVEDTHESE DRAWINGS ARE THE PROP FLY OF M GS ARCHITECTS AND ARE NOT O BE USED OR REPRODUCED IN ANY MA ER. WITHOUT PRIOR WRITTEN PER MISSIC N. ) Sheet Title i DOOR DETAILS Sheet No. A5912 MSGS Project No. 13 -133 -133 M 100 FLOOR BASE I WALLS I CASEWORK NOTES P-1 I GB -1 / SF P -1 North Met South West --- - I Rm# Nama Material Finish Material Material Finish Malarial finish Material Finish Material Finish Material Finish C unMr - 100 Vestibule WOM FF 1x4 WD I GB-1/SF P-1 I GB -1 / SF P -1 GB -1 / SF P -1 I GB-1 P -1 - - I - over camantitious ilia backer board. Refer to interior slave. 101 Resilient bass, 4" high. Open Office CPT FF 1x4 WD - - GBA P -1 GB-1 Solid surfacing P -1 I GB -1 P -1 1 FF I S SS 2 102 Bill Lobb TL FF 1x4WD - - GBA P -1 - - I GB -1 P -1 1 FF /S SS 2 103 Office CPT FF 1x4 WD GB -1 P -1 - - GBA /SF P -1 I G &1 P -1 1 FF /S SS 2 104 Work Room CPT FF 1x4 WD GB -1 P -1 GB -1 P -1 GB -1 P -1 I GB-1 P -1 9 FF I S SS 2 105 Tellers CPT FF 1x4WD SF FF SF FF GB -1 /SF P -11FF GB-1 P -1 t FF /S SS 2 106 Cash Vault CPT FF RS GB-1 P -1 GB -1 P -1 GB -1 P.1 GB-1 P -1 1 FF 18 SS (3 0) 107 View Booth CPT FF 1x4 WD GB-1 P -1 GB -1 P-1 GB -1 P -1 GBA P-1 1 FF /S CPT 108 Ds sit /suit CPT F RB GB-1 P -1 GS -1 P -1 GB-1 P -1 GB -1 P -1 - 109 CMldren'sAlcava CP FF 1x4 WD GB-1 P -1 38.1 P•1 GB-1 P -1 GB -1 P -1 - - - 110 Tachnol RB GB -1 P -1 GB -1 P -1 GB -1 P -1 GB -1 P -1 4 111 RB GB -1 P -1 GB -1 P -1 GB -1 P -1 GB -1 P -1 PL FF PL 112 Morn Quist Room CPT FF RS GB-1 P -1 GB-1 P -1 GB -1 P.1 GB -1 P -1 - - - 113 Hall 1x4 WD GB -1 P -1 t38-1 P -1 GB -1 P -1 GBA P -1 - - - 114 Toilet LIN TS LIN-C GB -2+CTW P-11FF G5.21CTW P -11FF G8-21CTW P•1 /FF GB -2/CTW P -11FF PL FF SS 115 Toilet LIN TS LIN-C GB -2/CTW P -11FF GS-21CTW P -1 /FF GB -2/CTW P -1JFF I GB-21CTW P -11FF PL FF SS 116 Break Room LIN TS RB GB-1 P -1 GB-1 / GL P -1 GB-1 I GL P -1 I GB -1 P-1 PL FF I S SS 117 Conference Room CPT FF RB GB -1 P -1 GB -1 P -1 GB-1 P -1 GB -1 P -1 1 FF I S SS 2 116 Lease Space CPT FF RB GB -1 P -1 GB -1 P -1 GB-1 P -1 GB-1 P -1 - - 119 Toilet LIN TS LIN-C GB -2/CTW P-11FF GB -21CTW P -11FF 92IC WW P -VFF GB -2/CTW P-1 /FF I - - - 120 Community Room CPT FF RB GB-1 P-1 GB-1 P -1 GB -1 P -1 GB-1 P -1 PL FF FF 121 Toilet LIN TS LIN-C GB -2/C1W P-11FF GB -2/CTW P-11FF GB -21CTW P -11FF GB -21C TW P -1 /FF I I I PROJECT B C D NORTH )N CLERESTORY FINISHES I E \l �J ABBREV: 9 ABBREV: ° GENERAL NOTES: CPT Carpet till PL Plastic laminate, matte finish, color as selected - Refer to ReAectad Calling Plana for Calling flnisheslhaights. CTW Ceramic the wainscot with bullril top edge and coved bass PLW Plastic laminate waING001 well protectlon - Refer to Finish Legend for products and colors. N over camantitious ilia backer board. Refer to interior slave. RB Resilient bass, 4" high. 3 m FA-FF Factory applied orfaclory flnlehed. S Sealer, clear (on wood) GBA Standard 5/8" gypsum wall board, level 5Irish SS Solid surfacing NOTES: GB -2 Moisture resistant gypsum wallboard, level 5 finish. TL Tile or stone (1) Match millwork to door species with clear matte finish. OP Operable panel partition. TS Topshleld protactiva coating (for Marmoleum or e1m) (2) Refer to Casework Details for location of wood, glass LIN Linoleum sheen floor trig WD Wood; maple spel lab with clear finish. piastic laminates & solid surfacing materiels. LIN -C Linoleum flooring coved at wall bass, 6" high WOM Walk off mat; milt finished rails with bristle Inserts (3) Door, frame, hardware by vault manufacturer. P -q Paint. Refer to Finish Legend for colors. over resilient floodngl; beveled nosing transition at edge. (4) Provide plywood panel board per bank technology requirements. (5) Safe deposit boxes by bank equipment supplier. CPT PROJECT NORTH N 11 / \ II I Ij Elm FLOO 1/8. =1'0" -------- CPT CPT TELLERS 105 / CPT I/ U WORK ROOM 104 O CPT 0 r OFFFIC 01 03 CPT TILE 0 C3 BANKING LOBBY WOM TILE 102 EST. 00 �— OOFFICE O O101 I QUIET ROOM I VAULT E81 CPT 110 I CHILDREN'S ALCOVE STORAGE TOILET LIN -C 14 r1 HA LL TO ILET LIN -C - s LOUNGE LIN 116 I CONFERENCE 117 CPT I I �I 11 JE LEEPD T 4:_ I I I l B C D _LV, E :INISHES AND FURNISHINGS A 8 I I 9 F ° O Keynotes 1. RECESSED WALK -OFF GRATING. 2. PEN BOARD CABINET. 3. NIGHT DEPOSIT DROP. 4. CASH SAFE. 5. ATM MACHINE. 1. SEE SHEET A6.21 FOR DESK 1 & 2 PLANS AND DETAILS General Notes: Legend ° MOTORIZED ROLLER BLINDS " V) E o ° D rn Z O P T C M U N o0 0 J 3 m � Q Q � } a� w 4— ° 3 w • o 0 M h 'a- U ' Q E 01 W Z �1 Q U 0 o 5 L O 0 N Z N J Z � Q Q � } co w W w w Q L Q > > w W Z � ° 5� O REGISTERED ARCHITECT THOMAS J. SAN ORD ;TATE OF WASHINGTON PERMIT SET JULY 2014 Closing Date j I ALL RICH S RESERVED THESE CHITECNGSARE THE PRO TO B OSED OR REPRODUCED AND ARE NOT TO R, USED UT RI WR17 IN ANY MA I INER, WITHOUT PRIOR WRITTEN PERMISSI N. —~ Sheet Title 1 V PUNISHES PLAN Sheet No. _ 6.10 MSGS Project No. 13 -133 G7 a r v 0 n 0 T s 0 u 3 Z Z Q M M 17 l � 1 OFFICE YL 101 r ^I 9 II 1 K- IIII Q Keynotes I. PYRAMIDAL SHAPED LEG BELOW. 2. CASH VAULT. 3. STONE COUNTERTOP. 4. PLASTIC LAMINATE COUNTERTOP 5. GROMMET. 6. TALL DISPLAY SHELVING, SEE DETAIL 7. FIXED RESIN PANEL IN I" WOOD FRAME. 8, SAFE DEPOSIT CONTRACT CABINET. 9. ADJUSTABLE KEYBOARD TRAY, VERIFY SIZE FOR CUT -OUT. 10, NIGHT DEPOSIT BOX. 11, 22' WIDE FORMS AND ENVELOPE CABINET BELOW. 12. RECEIPT PRINTER, F.O.I.O. 13, CASH DRAWER UNITE (BELOW COUNTER) F.O.I.O. 14, MOUNT PHONE TO SIDE PANEL OR WALL. PROVIDE GROMMET TO ACCESS POWER / COMMUNICATIONS OUTLET BELOW. 15. CPU HANGER ON UNDERSIDE OF COUNTER. 16. MICROWAVE. 17. FLAT SCREEN MONITOR. PROVIDE BACKING. 18. SIGNATURE CABINET. 19. PRIVACY SCREEN. SEE DETAIL 20. LATERAL FILE (LEGAL SIZE) WITH CONT. COUNTERTOP ABOVE. 21. DESK No.l SEE DETAIL 22. DESK No.2 SEE DETAIL 23. TASK CHAIR, F.O.I.O. 24, GUEST CHAIR No.], F.0.1.0. 25. GUEST CHAIR No.2, F.O.I.O 26. CHECK WRITE COUNTER. SEE DETAIL 27, COFFEE TABLE, 28, KEY PRODUCTS DISPLAY. SEE DETAIL 29. COFFEE BAR. SEE DETAIL 30, ATM MACHINE, 31, 24" W. LEGAL SIZE FILE CABINET UNDER DESK. 32, TELLER WINDOW. SEE DETAIL 33. WHITEBOARD CABINET. 34. TACKBOARD, PROVIDE BACKING. 35, TABLE. 36. SAFE DEPOSIT BOXES, 37. BASE CABINET W/ DRAWER AND CONT. COUNTERTOP ABOVE. 38. a. COUNTERTOP COPIER. H. ALTERNATE COPIER LOCATION FOR FLOOR MODEL. 39. 18" WALL MOUNTED STORAGE CABINET. 40. CONFERENCE CHAIRS, F.O.I.O. 41. 16" WIDE UNDER COUNTER BASE CABINET. 42, PRINTER. 43. ONLINE BANKING. 44. HANDICAPPED DOOR OPERATOR BUTTON, General Notes: Legend 26 ° oa +- o m 1 K- IIII Q Keynotes I. PYRAMIDAL SHAPED LEG BELOW. 2. CASH VAULT. 3. STONE COUNTERTOP. 4. PLASTIC LAMINATE COUNTERTOP 5. GROMMET. 6. TALL DISPLAY SHELVING, SEE DETAIL 7. FIXED RESIN PANEL IN I" WOOD FRAME. 8, SAFE DEPOSIT CONTRACT CABINET. 9. ADJUSTABLE KEYBOARD TRAY, VERIFY SIZE FOR CUT -OUT. 10, NIGHT DEPOSIT BOX. 11, 22' WIDE FORMS AND ENVELOPE CABINET BELOW. 12. RECEIPT PRINTER, F.O.I.O. 13, CASH DRAWER UNITE (BELOW COUNTER) F.O.I.O. 14, MOUNT PHONE TO SIDE PANEL OR WALL. PROVIDE GROMMET TO ACCESS POWER / COMMUNICATIONS OUTLET BELOW. 15. CPU HANGER ON UNDERSIDE OF COUNTER. 16. MICROWAVE. 17. FLAT SCREEN MONITOR. PROVIDE BACKING. 18. SIGNATURE CABINET. 19. PRIVACY SCREEN. SEE DETAIL 20. LATERAL FILE (LEGAL SIZE) WITH CONT. COUNTERTOP ABOVE. 21. DESK No.l SEE DETAIL 22. DESK No.2 SEE DETAIL 23. TASK CHAIR, F.O.I.O. 24, GUEST CHAIR No.], F.0.1.0. 25. GUEST CHAIR No.2, F.O.I.O 26. CHECK WRITE COUNTER. SEE DETAIL 27, COFFEE TABLE, 28, KEY PRODUCTS DISPLAY. SEE DETAIL 29. COFFEE BAR. SEE DETAIL 30, ATM MACHINE, 31, 24" W. LEGAL SIZE FILE CABINET UNDER DESK. 32, TELLER WINDOW. SEE DETAIL 33. WHITEBOARD CABINET. 34. TACKBOARD, PROVIDE BACKING. 35, TABLE. 36. SAFE DEPOSIT BOXES, 37. BASE CABINET W/ DRAWER AND CONT. COUNTERTOP ABOVE. 38. a. COUNTERTOP COPIER. H. ALTERNATE COPIER LOCATION FOR FLOOR MODEL. 39. 18" WALL MOUNTED STORAGE CABINET. 40. CONFERENCE CHAIRS, F.O.I.O. 41. 16" WIDE UNDER COUNTER BASE CABINET. 42, PRINTER. 43. ONLINE BANKING. 44. HANDICAPPED DOOR OPERATOR BUTTON, General Notes: Legend 40 ,Nn v `Z N J Q W 13 W _Q 5� L J O = d U 3 Z Q w m Ili Z J W Q } W V 28" REGISTERED ARCHITECT THOMAS J. SANFORD TATE OF WASHINGTON SET JULY 2014 Dosing Dare aqq ALL RIG4S RESERVED THESE DRAWINGS ARE THE PRO1ERTY OE MSGS ARCHITECTS AND ARE NO 333.T��O BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISS N Sheet Title f FURNISHING PLAN i 9 1 Sheet No. �A6.11 9 MSGS Project No. 13 -133 ° oa +- o m P �-- U 3 O O � 0 3 v 40 ,Nn v `Z N J Q W 13 W _Q 5� L J O = d U 3 Z Q w m Ili Z J W Q } W V 28" REGISTERED ARCHITECT THOMAS J. SANFORD TATE OF WASHINGTON SET JULY 2014 Dosing Dare aqq ALL RIG4S RESERVED THESE DRAWINGS ARE THE PRO1ERTY OE MSGS ARCHITECTS AND ARE NO 333.T��O BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISS N Sheet Title f FURNISHING PLAN i 9 1 Sheet No. �A6.11 9 MSGS Project No. 13 -133 �-- ° 3 v a- T � T U o Q 40 ,Nn v `Z N J Q W 13 W _Q 5� L J O = d U 3 Z Q w m Ili Z J W Q } W V 28" REGISTERED ARCHITECT THOMAS J. SANFORD TATE OF WASHINGTON SET JULY 2014 Dosing Dare aqq ALL RIG4S RESERVED THESE DRAWINGS ARE THE PRO1ERTY OE MSGS ARCHITECTS AND ARE NO 333.T��O BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISS N Sheet Title f FURNISHING PLAN i 9 1 Sheet No. �A6.11 9 MSGS Project No. 13 -133 41 I WOOD VENEER, 'CLEAR FINISH MAPLE' PAINT REVEAL BLACK BROCHURE TABLE LAMP PLASTIC LAMINATE BOOT O U COLOR: BLACK HOLDERS RUBBER PAD K WOOD (2 )TYPICAL LEG A6.20 W = 1' -0" SCREEN BROCHURE TABLE LAMP ,D FRAME O U DERS HOLDERS - - RESIN IN I" WOOD FRAME 3 "X6 "TRASH .� SCREEN POLISHED QUARTZ 3 m PYRAMIDAL LEGS n COLOR: ZODIAQ I 'SPACE BLACK' W/ BOOT PYRAMIDAL LEGS W/ BOOT WOOD VENEER � —4— BASE'CLEAR I'h - - -- FINISH MAPLE z 'SPACE BLACK' J h Q Lu LL. P T a 3 w r TAPERED WOOD LEG - U TELLER LINE ELEVATION N' 2 A6.20 1/2" = V -0" P.LAM BOOT - > L / Asp CALCULATOR PYRAMIDAL LEGS W/ BOOT \ CALENDAR AGUE LAMP PENCIL CUP RECESSED FORM STORAGE W/ I" TRASH ENCLOSURE GLASS LID DOOR BELOW FRONT VIEW END VIEW B CHECK WRITE COUNTER 3/4" TER. POLISHED QUARTZ COLOR: ZODIAQ 'SPACE BLACK' .�1/4" 0 i� 3 /4 "PWD BASE TYPICAL STONE nCOUNTER EDGE DETAIL A6.20 / 3" = V -0" RECESSED "BULLET MAGNETS ", BOTH TOP AND BOTTOM OF BOTH DOORS DOORS WHEN CLOSED. DOORS WHEN OPEN (SHOWN DASHED) HINGE HING SIDE OF HOOD / A P.LAM COUNTERTOP P.LAM COUNTERTOP G -- COLOR: COLOR: FIX RESIN OR FROSTED GLASS IN 1 'SQ. WOOD FRAME POLISHED QUARTZ COUNTERTOP COLOR:'ZODIAQ'SPACE BLACK' (2 )TELLER WINDOW DOORS A6.20 1"- 1' -0" G` 0 N 0 0 h 0 F.O. WALLS M M MAPLE MAPLE MAPLE INTERNET BANKING COFFEE SERVICE SIDE VIEW ONLINE BANKING & COFFEE SERVICE ELEVATION k A6.20 / 1/2" = V -0" POLISHED QUARTZ COUNTERTOP AND BACKSPLASH L I PYRAMIDAL SHAPED LEG W/9 "BOOT INTERNET BANKING UL LISTED GAS FIREPLACE UNIT POLISHED QUARTZ W /3'WIDEx 30'' TALL OPENING COUNTERTOP AND BACKSPLASH WALL li r -J I o r PYRAMIDAL SHAPED LEG W/ 9" BOOT 24 -8424 6'0" 2484 -24 12" 4" 6- 101/2" .EAR FINISH FIREPLACE CLEAR FINISH MAPLE MAPLE COFFEE SERVICE PRE -CAST CONCRETE FIREPLACE HEARTH A6.20 ONLINE BANKING & COFFEE SERVICE 1IZ" = 1' U' 1 A6 20 3/4" HARDWOOD VENEER PLYWOOD _CLEAR FINISH' 3/4" HARDWOOD VENEER PLYWOOD 'CLEAR FINISH' CLEAR MAPLE FINISH BASE WOOD VENEER TELLER GATE 'CLEAR FINISH MAPLE' 3/4" POLISHED QUARTZ �1 � Afi.20 I LED LIGHT FIXTURE 4" STONE VENEER 1/2" AIR SPACE 3/4" PLYWOOD 2 X 4 WD. STUD WALL 3/4" 1/2' 4 e 1/2" 3/471 7/2 10, nTELLER WINDOW SECTION A6 20 / V. = V -0„ ADJOINING WOOD VENEER FIXED RESIN WALL TELLER GATES 3 WOOD FRAME SO HARDWOOD VENEER 'CLEAR FINISH, MAPLE' 'CLEAR FINISH MAPLE' T-r V i A� RECESSED LED J LIGHT TABLE LAMP ,D FRAME O U DERS OaD POLISHED QUARTZ BROCHURE ELEC. OUTLET HOLDERS 3 "X6 "TRASH .� OPENING POLISHED QUARTZ 3 m COUNTERTOP COLOR: ZODIAQ I 'SPACE BLACK' PYRAMIDAL LEGS W/ BOOT WOOD VENEER � —4— BASE'CLEAR I'h - - -- FINISH MAPLE z FRONT VIEW END VIEW B CHECK WRITE COUNTER 3/4" TER. POLISHED QUARTZ COLOR: ZODIAQ 'SPACE BLACK' .�1/4" 0 i� 3 /4 "PWD BASE TYPICAL STONE nCOUNTER EDGE DETAIL A6.20 / 3" = V -0" RECESSED "BULLET MAGNETS ", BOTH TOP AND BOTTOM OF BOTH DOORS DOORS WHEN CLOSED. DOORS WHEN OPEN (SHOWN DASHED) HINGE HING SIDE OF HOOD / A P.LAM COUNTERTOP P.LAM COUNTERTOP G -- COLOR: COLOR: FIX RESIN OR FROSTED GLASS IN 1 'SQ. WOOD FRAME POLISHED QUARTZ COUNTERTOP COLOR:'ZODIAQ'SPACE BLACK' (2 )TELLER WINDOW DOORS A6.20 1"- 1' -0" G` 0 N 0 0 h 0 F.O. WALLS M M MAPLE MAPLE MAPLE INTERNET BANKING COFFEE SERVICE SIDE VIEW ONLINE BANKING & COFFEE SERVICE ELEVATION k A6.20 / 1/2" = V -0" POLISHED QUARTZ COUNTERTOP AND BACKSPLASH L I PYRAMIDAL SHAPED LEG W/9 "BOOT INTERNET BANKING UL LISTED GAS FIREPLACE UNIT POLISHED QUARTZ W /3'WIDEx 30'' TALL OPENING COUNTERTOP AND BACKSPLASH WALL li r -J I o r PYRAMIDAL SHAPED LEG W/ 9" BOOT 24 -8424 6'0" 2484 -24 12" 4" 6- 101/2" .EAR FINISH FIREPLACE CLEAR FINISH MAPLE MAPLE COFFEE SERVICE PRE -CAST CONCRETE FIREPLACE HEARTH A6.20 ONLINE BANKING & COFFEE SERVICE 1IZ" = 1' U' 1 A6 20 3/4" HARDWOOD VENEER PLYWOOD _CLEAR FINISH' 3/4" HARDWOOD VENEER PLYWOOD 'CLEAR FINISH' CLEAR MAPLE FINISH BASE WOOD VENEER TELLER GATE 'CLEAR FINISH MAPLE' 3/4" POLISHED QUARTZ �1 � Afi.20 I LED LIGHT FIXTURE 4" STONE VENEER 1/2" AIR SPACE 3/4" PLYWOOD 2 X 4 WD. STUD WALL 3/4" 1/2' 4 e 1/2" 3/471 7/2 10, nTELLER WINDOW SECTION A6 20 / V. = V -0„ ADJOINING WOOD VENEER FIXED RESIN WALL TELLER GATES 3 WOOD FRAME SO HARDWOOD VENEER 'CLEAR FINISH, MAPLE' 'CLEAR FINISH MAPLE' T-r V i A� RECESSED LED J LIGHT PLASTIC LAMINATE COUNTER WITH WOOD EDGE. P.LAM COLOR: HARDWOOD VENEER PARTITIOIN, - -,' it 'CLEAR FINISH', MAPL -E I /— ADJUSTABLE KEYBOARD POLISHED QUARTZ COUNTERTOP D�Q' COLOR: ZODIAQ'SPACE BLACK' HARDWOOD VENEER, J 'CLEAR FINISH'. MAPLE. TYP. FIXED RESIN PANEL IN 1 "SQ. WOOD FRAME TELLER COI FIXED RESIN PANEL IN 1 "SQ. WOOD FRAME 2 A6.20 POLISHED QUARTZ COUNTERTOP COLOR: ZODIAQ,'SPACE BLACK' E v , s O O U OaD POLISHED QUARTZ J H P C STONE VENEER -- o 0 O PURSE LEDGE AND = 3 m - Q c DEAL PLATE. 7 <> _ Qo COLOR: ZODIAC, —4— D 3 - - -- z 'SPACE BLACK' J h Q Lu LL. w T a 3 w r TAPERED WOOD LEG - U TELLER LINE ELEVATION 1/4 REVEAL - 2 A6.20 1/2" = V -0" P.LAM BOOT - PLASTIC LAMINATE COUNTER WITH WOOD EDGE. P.LAM COLOR: HARDWOOD VENEER PARTITIOIN, - -,' it 'CLEAR FINISH', MAPL -E I /— ADJUSTABLE KEYBOARD POLISHED QUARTZ COUNTERTOP D�Q' COLOR: ZODIAQ'SPACE BLACK' HARDWOOD VENEER, J 'CLEAR FINISH'. MAPLE. TYP. FIXED RESIN PANEL IN 1 "SQ. WOOD FRAME TELLER COI FIXED RESIN PANEL IN 1 "SQ. WOOD FRAME 2 A6.20 POLISHED QUARTZ COUNTERTOP COLOR: ZODIAQ,'SPACE BLACK' E v , s O O U OaD H P C `Z o 0 O ° = 3 m � Q c a 7 <> Qo —4— D 3 W z J h Q Lu LL. w T a 3 w r U ° 5CL L 0 2e" 7REGISTERED CHITECT THOMAS J. SAN FORD ITATE OF WASHINGTON SET JULY 2014 Closing Date i ALL RIG TS RESERVED THESE DRAWINGS ARE THE PR ERTY OF MSGS ARCHITECTS AND ARE NOr TO BE USED OR REPRODUCED IN ANY M NER, WITHOUT PRIOR WRITTEN PERMISS N. Sheet Title CAISEWORK PLAN, EL VATIONS AND DETAILS Sheet No. IA6.20 E MSGS Project No. 13 -133 INn v `Z = Q a 7 <> m? W z J Lu LL. w Q a 3 w r W Z h 5CL L J O 2e" 7REGISTERED CHITECT THOMAS J. SAN FORD ITATE OF WASHINGTON SET JULY 2014 Closing Date i ALL RIG TS RESERVED THESE DRAWINGS ARE THE PR ERTY OF MSGS ARCHITECTS AND ARE NOr TO BE USED OR REPRODUCED IN ANY M NER, WITHOUT PRIOR WRITTEN PERMISS N. Sheet Title CAISEWORK PLAN, EL VATIONS AND DETAILS Sheet No. IA6.20 E MSGS Project No. 13 -133 1 "X 4" HARDWOOD 'CLEAR FINISH MAPLE' (2( 1 "X 12" HARDWOOD 'CLEAR FINISH MAPLE' EXPOSED FASTENERS 2" X 4" WD.F 'CLEAR F 1 "X 12" HARDWOOD 'CLEAR FINISH MAPLE' 1 "X 4" HARDWOOD 'CLEAR FINISH MAPLE' EXPOSED COUNTERSUNK FASTENERS 1 "X 12" HARDWOOD 'CLEAR FINISH MAPLE' SCREEN I)ETAIL A6.21 3" = V -0" CONT. HINDGE PLAN VIEW END VIEW FRONT VIEW 8' -0 POLISHED SELACKQZ COUNTERTOP Q O FRONT VIEW 24" SIDE VIEW VENEER HARDWOOD PLYWOOD BACK VIEW PROMOTIONAL DISPLAY CABINET 1/z = 1' -0 P.LAM COUNTER WITH WOOD EDGE. REAM COLOR: 1/4" REVEAL 3/4 "± SLAM BASE CONTINUOUS COLOR: WOOD VENEER 'CLEAR FINISH MAPLE' N 6 DESK 2 ELEVATION A6.21 1/2" = 1' -0" woo CLE PLASTIC LAMINA" COLOR: 1/4" REVEAL WOOD VENEER 'CLEAR FINISH MAPLE' DESK EDGE DETAIL QUARTZ TRANSACTION LEDGE COLOR: ZODIAQ'SPACE BLACK' RESIN IN 1" WOOD FRAME SCREEN RLAM COUNTER WITH WOOD EDGE. P.LAM COLOR: 114 REVEAL WOOD VENEER. 'CLEAR FINISH MAPLE' PYRAMIDAL SHAPED LEG, WITH BOOT COLOR: (:!) DESK 1 ELEVATION A6.21 1/2" = 1' 0" WOOD VENEER TRANSACTION TqP.LAM COUNTERTOP 'CLEAR FINISH MAPLE' SURFACE BEYOND COLOR: 1/4 REVEAL 4 PYRAMIDALSHAPED LEG BEYOND 3/4" 33/4 "+ SLAM COUNTERTOP COLOR: 2 DESK 1 ELEVATION \t!1 / 1/2" = 1' 0" 8" 8' -91/2" ,i CASH DRAWER UNIT BELOW 8' -61/2" ADJUSTABLE KEYBOARD TRAY ALL POWER/ DA TO BE BELOW CUTOUT AT COUNTER DESKTOP ITYPI AROUND KEYBOARD TRAY. I VERIFY SIZE FOR CUT -OUT F - -- - Fb 9" MONITOR, F.O.I.O. I MONITOR, F.O.LO - I I - 2" 24" BUILT -IN LATERAL °F FILE CABINET BELOW - - -J (LEGAL SIZE I - ^ - - - -- TYP. D TIN PANELS, EYE. 3" P 3 "TYP 3' -0" o N ZCPU HOLDER BELOW 4 ADJUSTABLE KEYBOARD TRAY F �J CUT -OUT AT COUNTER 3' -0" _ = 2' -0" 1 __ AROUND KEYBOARD TRAY. - I li I VERIFY SIZE FOR CUT -OUT 91 N P - + 24" W. BUILT -IN LEGAL SIZE ,- LATERAL FILE CABINET BELOW L J PYRAMIDAL SHAPED LEG WITH BOOT ALL POWER DATA CASH DRAWER UNIT BELOW AT Ili TO BE BELOW 8" CPU HOLDER MANAGER'S DESK ONLY DESKTOP, TYP. BELOW 4'_1" 2' 8" 6' -9 3/8" A6.21 6 DESK 2 PLAN (THREETOTAL, DESK 1 PLAN (TWO TOTAL) A6.21 1/2" = V -0" A6.21 1/2" = 1' -0" E V) O �- V LU U a E U 0 N) ( V z Q N J Q W^ In W LL. Q 5L L J O �3 D� O P T C a o 3 `01 o S L o- a 0 3 C) wo Q E O WE z :� Q w CO LLi z J > W Q i W � _ �B" FREGISTERED ARCHITECT THOMAS J. SA ;TATE OF WASHINGTON SET JULY 2014 Closing Dote ALL RIGH S RESERVED THESE DRAWINGS ARE THE PROP ERTY OF MSGS ARCHITECTS AND ARE NOT O BE USED OR REPRODUCED IN ANY MAP NER WITHOUT PRIOR WRITTEN PERMIRSK IN . Sheet title CASEWORK PLANS, ELE�ATIONS AND DETAILS Sheet No. A6.21 MSGS Project No 13 -133 r/x f / Nx /x FRONT VIEW 24" SIDE VIEW VENEER HARDWOOD PLYWOOD BACK VIEW PROMOTIONAL DISPLAY CABINET 1/z = 1' -0 P.LAM COUNTER WITH WOOD EDGE. REAM COLOR: 1/4" REVEAL 3/4 "± SLAM BASE CONTINUOUS COLOR: WOOD VENEER 'CLEAR FINISH MAPLE' N 6 DESK 2 ELEVATION A6.21 1/2" = 1' -0" woo CLE PLASTIC LAMINA" COLOR: 1/4" REVEAL WOOD VENEER 'CLEAR FINISH MAPLE' DESK EDGE DETAIL QUARTZ TRANSACTION LEDGE COLOR: ZODIAQ'SPACE BLACK' RESIN IN 1" WOOD FRAME SCREEN RLAM COUNTER WITH WOOD EDGE. P.LAM COLOR: 114 REVEAL WOOD VENEER. 'CLEAR FINISH MAPLE' PYRAMIDAL SHAPED LEG, WITH BOOT COLOR: (:!) DESK 1 ELEVATION A6.21 1/2" = 1' 0" WOOD VENEER TRANSACTION TqP.LAM COUNTERTOP 'CLEAR FINISH MAPLE' SURFACE BEYOND COLOR: 1/4 REVEAL 4 PYRAMIDALSHAPED LEG BEYOND 3/4" 33/4 "+ SLAM COUNTERTOP COLOR: 2 DESK 1 ELEVATION \t!1 / 1/2" = 1' 0" 8" 8' -91/2" ,i CASH DRAWER UNIT BELOW 8' -61/2" ADJUSTABLE KEYBOARD TRAY ALL POWER/ DA TO BE BELOW CUTOUT AT COUNTER DESKTOP ITYPI AROUND KEYBOARD TRAY. I VERIFY SIZE FOR CUT -OUT F - -- - Fb 9" MONITOR, F.O.I.O. I MONITOR, F.O.LO - I I - 2" 24" BUILT -IN LATERAL °F FILE CABINET BELOW - - -J (LEGAL SIZE I - ^ - - - -- TYP. D TIN PANELS, EYE. 3" P 3 "TYP 3' -0" o N ZCPU HOLDER BELOW 4 ADJUSTABLE KEYBOARD TRAY F �J CUT -OUT AT COUNTER 3' -0" _ = 2' -0" 1 __ AROUND KEYBOARD TRAY. - I li I VERIFY SIZE FOR CUT -OUT 91 N P - + 24" W. BUILT -IN LEGAL SIZE ,- LATERAL FILE CABINET BELOW L J PYRAMIDAL SHAPED LEG WITH BOOT ALL POWER DATA CASH DRAWER UNIT BELOW AT Ili TO BE BELOW 8" CPU HOLDER MANAGER'S DESK ONLY DESKTOP, TYP. BELOW 4'_1" 2' 8" 6' -9 3/8" A6.21 6 DESK 2 PLAN (THREETOTAL, DESK 1 PLAN (TWO TOTAL) A6.21 1/2" = V -0" A6.21 1/2" = 1' -0" E V) O �- V LU U a E U 0 N) ( V z Q N J Q W^ In W LL. Q 5L L J O �3 D� O P T C a o 3 `01 o S L o- a 0 3 C) wo Q E O WE z :� Q w CO LLi z J > W Q i W � _ �B" FREGISTERED ARCHITECT THOMAS J. SA ;TATE OF WASHINGTON SET JULY 2014 Closing Dote ALL RIGH S RESERVED THESE DRAWINGS ARE THE PROP ERTY OF MSGS ARCHITECTS AND ARE NOT O BE USED OR REPRODUCED IN ANY MAP NER WITHOUT PRIOR WRITTEN PERMIRSK IN . Sheet title CASEWORK PLANS, ELE�ATIONS AND DETAILS Sheet No. A6.21 MSGS Project No 13 -133 a v 0 oi 0 a a u a w 3 1 M 5/8" G.W.B. 1/2 "PWD SHEATHING 7/8- FURRING CHANNEL STRIPS 5/8" G.W.B. 7� 2X6 WOOD STUDS @ 16" O.C. ACOUSTIC INSULATION 5/8" G.W.B. WALL TYPE 14 SCALE: 1 1/2 = 1' -0' 7� 5" CONCRETE MODULAR VAULT WALL 7/8" FURRING CHANNEL STRIPS 1/2 G.W.B. BANK LOBBY VAULT WALL TYPE 13 SCALE: 1 1/2'= 1' -0" (2) LAYERS 5/8" G.W.B. 7/8" FURRING HAT CHANNELS @ 16" O.C. 718'' AIR SPACE 2 X 10 WOOD STUDS @ 16" O.C. ACOUSTIC INSULATION 5/8' G.W.B. LEASED SPACE SIDE BANK SIDE WALL TYPE 12 SCALE: 1 1/2'= 1' -0" 5/8' G.W.B. 63/4 5/8" 51/2 5/8" 2X6 WOOD STUDS @ 16" O.C. ACOUSTIC INSULATION 5/8" G.W.B. WALL TYPE 11 SCALE: 1 1/2 = 1' -0' 4" STONE VENEER 1" AIR SPACE 2" RIGID INSULATION GALV. METAL'Z' FLASHING FOR SUPPORT OF RIGID INSULATION 24" O.C." HORIZ, WEATHER EIARRIER PWD SHEATHING, PER STRUCTURAL EXTERIOR 5/8" G.W.B. 63/4" 5/8 1, 5 1/2" 5/8" 5/16" CEMENT FIBER PANELS 2 X 6 WOOD STUDS I "X U CEDAR BATTENS C 16" O.C. WHERE SHOWN ON EXTERIOR ELEVATIONS I "METAL HAT CHANNELS @ 16' O.C. VERTICALLY GALV. METAL'Z' FLASHING FOR SUPPORT OF RIGID 5/8" G.W.B. INSULATION 24' O.C. HORIZ. WEATHER BARRIER PWD SHEATHING PER STRUCTURAL WALL TYPE 10 SCALE: 1 1/2'' = l' -0" 5/8' G.W.B. 4 3/4' 5/8" 3 1/2" 5/8, 2X4 WOOD STUDS @ 16" O.C. ACOUSTIC INSULATION 5/8'' G.W.B. WALL TYPE 9 SCALE: 1 1/2'' = V -0" 5/8" G.W.B. 43/4' 5/8' 3 1/2" 5/8" 2X4 WOOD STUDS @ 16" O.C. 5/8" G.W.B. WALL TYPE 8 SCALE: 1 1/2' = 1' 0' WALL TYPE 7 SCALE: 1 1/2 = 1 ' -0" R -21 BATT INSULATION 2 X 6 WOOD STUDS @ 24" O.C. VAPOR BARRIER F AIRSPACE 5" CONCRETE MODULAR VAULT WALL 718" FURRING CHANNEL STRIPS 5/8" G.W.B. INTERIOR EXTERIOR WALL TYPE 6 SCALE: 1 1/2 = 1' -0' 2' RIGID INSULATIO 1 "AIR SPAC BENTONII WATERPROOFINC EXTEND TO TOP C FOOTINI 4" CONCRETE BLOC EXTERIOR WALL TYPE 5.3 SCALE: 1 112 = I'HO' GRID 17 Sl8" R -21 BATT INSULATION 2 X 6 WOOD STUDS @ 24'' O.C. VAPOR BARRIER 1 "AIR SPACE 5" CONCRETE MODULAR VAULT WALL 7/8'' FURRING CHANNEL STRIPS 5/8" G. W.B. INTERIOR 4" STONE VENEER I" AIR SPACE GALV. METAL 'Z' FLASHING FOR SUPPORT OF RIGID INSULATION 24" O.C. HORIZ. 2' RIGID INSULATION WEATHER BARRIER PWD SHEATHING, PER STRUCTURAL EXTERIOR WALL TYPE 5.2 WEATHER BARRIER PWD SHEATHING, PER STRUCTURAL 2X TO WOOD STUDS @ 24" O.C. R -35 BATT INSULATION VAPOR BARRIER 5/8" G.W.B. INTERIOR SCALE: 1 1/2" = I' -0" 14" aF4 5/16" CEMENT FIBER PANEL ---- 1" METAL HAT CHANNELS@ / 16" O.C. VERTICALLY 1 " AIR SPACE / 2 X 10 WOOD STUDS C 24" O.C. R -35 BATT INSULATION VAPOR BARRIER 5/8" G.W.B. INTERIOR 1 "X 4' CEDAR BATTENS —� I" 2 6" 5" 11/2" \ 4— 2 X 10 WOOD STUDS WHERE SHOWN ON " ° @24 "O.C. EXTERIOR ELEVATIONS �I /I �I \ i Q o0 3 J Q z � } 3£ R -35 BATT GALV. METAL 'Z' FLASHING P 3 - •� INSULATION FOR SUPPORT OF RIGID � Q ui U w :E Z, a 4 3 _0 ° �\ z z 0 o. 5� V _ VAPOR BARRIER 2" RIGID INSULATION 0 WEATHER BARRIER EXTERIOR WALL TYPE 6 SCALE: 1 1/2 = 1' -0' 2' RIGID INSULATIO 1 "AIR SPAC BENTONII WATERPROOFINC EXTEND TO TOP C FOOTINI 4" CONCRETE BLOC EXTERIOR WALL TYPE 5.3 SCALE: 1 112 = I'HO' GRID 17 Sl8" R -21 BATT INSULATION 2 X 6 WOOD STUDS @ 24'' O.C. VAPOR BARRIER 1 "AIR SPACE 5" CONCRETE MODULAR VAULT WALL 7/8'' FURRING CHANNEL STRIPS 5/8" G. W.B. INTERIOR 4" STONE VENEER I" AIR SPACE GALV. METAL 'Z' FLASHING FOR SUPPORT OF RIGID INSULATION 24" O.C. HORIZ. 2' RIGID INSULATION WEATHER BARRIER PWD SHEATHING, PER STRUCTURAL EXTERIOR WALL TYPE 5.2 WEATHER BARRIER PWD SHEATHING, PER STRUCTURAL 2X TO WOOD STUDS @ 24" O.C. R -35 BATT INSULATION VAPOR BARRIER 5/8" G.W.B. INTERIOR SCALE: 1 1/2" = I' -0" 14" aF4 5/16" CEMENT FIBER PANEL ---- 1" METAL HAT CHANNELS@ / 16" O.C. VERTICALLY 1 " AIR SPACE / 2 X 10 WOOD STUDS C 24" O.C. R -35 BATT INSULATION VAPOR BARRIER 5/8" G.W.B. INTERIOR 1 "X 4' CEDAR BATTENS —� v' L O \ 4— 2 X 10 WOOD STUDS WHERE SHOWN ON " ° @24 "O.C. EXTERIOR ELEVATIONS O O 3 `0) Q \I �\ o0 3 J Q z � } 3£ R -35 BATT GALV. METAL 'Z' FLASHING !I!II 3 - •� INSULATION FOR SUPPORT OF RIGID � Q ui U w :E INSULATION 24" O.C. HORIZ. 3 _0 ° �\ z z 0 o. 5� V _ VAPOR BARRIER 2" RIGID INSULATION 0 WEATHER BARRIER �.� 8'' G.W.B. PWD SHEATHING, PER STRUCTURAL RUCTURAL S EXTERIOR INTERIOR WALL TYPE 5.1 SCALE: 1 1/2" = 1' -0" 5116'' CEMENT FIBER PANEL 1'' METAL HAT CHANNELS 16'' O.C. VERTICALLY I "AIR SPACE 1 "X 4' CEDAR BATTENS WHERE SHOWN ON EXTERIOR ELEVATIONS GALV. METAL'Z' FLASHING FOR SUPPORT OF RIGID INSULATION 24'' O.C. HORIZ. 2" RIGID INSULATION WEATHER BARRIER PWD SHEATHING, PER STRUCTURAL 0 2" 65/8" WALL TYPE 4 SCALE: 1 1 /2 = 1' -D" 5/16' CEMENT FIBER PANEL 1" METAL HAT CHANNELS @ 16" O.C. VERTICALLY 1 "AIRSPACE GALV. METAL'Z' FLASHING FOR SUPPORT OF RIGID INSULATION 24" O.C. HORIZ. 2" RIGID INSULATION WEATHER BARRIER PWD SHEATHING, PER STRUCTURAL EXTERIOR WALL TYPE 3 6" 4' STONE VENEER ]'AIR SPACE GALV. METAL 'Z' FLASHING FOR SUPPORT OF RIGID INSULATION 24" O.C. HORIZ. 2" RIGID INSULATION WEATHER BARRIER PWD SHEATHING, PER STRUCTURAL EXTERIOR WALL TYPE 2 SCALE: 1 1/2" = 1' -0" 2 X 6 WOOD STUDS C 24'0.C. R -21 BATT NSULATION VAPOR BARRIER 5/8' G.W.B. INTERIOR 2 X 4 WOOD STUDS FLAT @ 16'' O.C. I 1 /2" RIGID INSULATION VAPOR BARRIER 5/8" G.W.B. INTERIOR SCALE: 1 1/2 = 1' -0' GRID 135/8" 16" A.F.F. 2" RIGID wsuLAn� oN I "AIR SPACE BENTONITE WATERPROOFING, EXTEND TO TOP OF _ FOOTING 4" CONCRETE BLOCK W/ FLUSH MORTAR JOINTS EXTERIOR WALL TYPE 1 SCALE: 1 1/2" = V-0' 2X6WOOD STUDS C 24" O.C. R -21 BATT INSULATION VAPOR BARRIER 5/8" G.W.B. INTERIOR — WEATHER BARRIER — PWD SHEATHING, PER STRUCTURAL — 2 X 6 WOOD STUDS @ 24" O.C. R -21 BATT INSULATION — VAPOR BARRIER 5/8" G W.B. INTERIOR E v' L O O 4— O a O " ° U Q O O 3 `0) Q v� o0 3 J Q z � } 3£ D o 0 !! !I!II W/ FLUSH MORTAR JOINTS EXTERIOR WALL TYPE 1 SCALE: 1 1/2" = V-0' 2X6WOOD STUDS C 24" O.C. R -21 BATT INSULATION VAPOR BARRIER 5/8" G.W.B. INTERIOR — WEATHER BARRIER — PWD SHEATHING, PER STRUCTURAL — 2 X 6 WOOD STUDS @ 24" O.C. R -21 BATT INSULATION — VAPOR BARRIER 5/8" G W.B. INTERIOR E v' L O O 4— O a O " ° U Q O O 3 `0) Q v� o0 3 J Q z � } 3£ D o 0 3 0 3 3 •� o g � Q ui U w :E Q 3 _0 ° z z 0 o. 5� V 2\B" REGISTERED -0 w ARCHITECT THOMAS J. SANFORD ITATE OF WASHINGTON SET JULY 2014 Closing Date ALL RIGRITS RESERVED THESE DRAWINGS ARE THE PROI ERTY OF MSGS ARCHITECTS AND ARE NO TO BE USED OR REPRODUCED IN ANY MA NER WITHOUT PRIOR WRITTEN PERMISSI N. 4 Sheet Title ALL TYPES Sneet No. A7.10 MSGS Project No 13 -133 'N^ v `Z Q = Q v� U 3 J Q z � } 0 W z > ui U w :E Q 3 z z 0 o. 5� J 0 2\B" REGISTERED -0 w ARCHITECT THOMAS J. SANFORD ITATE OF WASHINGTON SET JULY 2014 Closing Date ALL RIGRITS RESERVED THESE DRAWINGS ARE THE PROI ERTY OF MSGS ARCHITECTS AND ARE NO TO BE USED OR REPRODUCED IN ANY MA NER WITHOUT PRIOR WRITTEN PERMISSI N. 4 Sheet Title ALL TYPES Sneet No. A7.10 MSGS Project No 13 -133 IX6WOODS 5/ VAPOF 2 @ 24'0.( BATT INSULAT A e 0 a 0 3 0 M M M M HIT DETAIL = I -U ICE & WATER SHIELD MEMBRANE PRE - FINISHED GUTTER HANGER 22 GAUGE PRE - FINISHED METAL GUTTER PRE -FINISHED. PERFORATED METAL 22 GAUGE PRE - FINISHED SOFFIT PANELS METAL FASCIA. MATCH 2 %SCL FASCIA ANGLE OF GUTTER 'Z' METAL FLASHING 'C' METAL FLASHING GUTTER & FASCIA DETAIL WEDGE SHIM ICE & WATER SHIELD MEMBRANE SINGLE -PLY ROOFING MEMBRANE PRE - FINISHED METAL FLASHING W/ STANDING SEAMS @ JOINTS CONT. CLEAT SINGLE -PLY ROOFING MEMBRANE ICE & WATER SHIELD MEMBRANE 1/2'' PWD SHEATHING 2X 6 STUDS @24 "O.C. GRID SLOPE �- TREATED 2" X 12" PARAPET CAP DETAIL 3 I' -U' IWIND, 1" METAL HAT CHANNELS @ 16'0.C, I "X4 "CEDAR BATTENS WHERE SHOWN ON EXTERIOR ELEVATIONS CEMENT FIBER SIDING PANELS INSECT SCREEN PRE - FINISHED METAL FLASHING G PRE -CAST CONCRETE SILL 4" STONE VENEER WALL TYPES 4 & 5.1 A WEATHER BARRIER I° PLYWOOD SHEATHING 3' -0" A.F F i - I 5 /8 'G.W.B. D / VAPOR \ I BARRIER I' AIR SPACE WALL TYPES 2 & 5.2 PRE - FINISHED METAL. "ZIP RIB" STANDING SEAM ROOFING PANELS 2 STONE SILL DETAIL WEATHER BARRIER B &C FIBERGLASS WINDOW W/ THERMAL PANE GLAZING PRE - FINISHED METAL FLASHING 5/8" GWB SILL PWD SHEATHING 4" HIGH PRE -CAST CONCRETE SILL 5/8 "GWB 18" 4" STONE VENEER WEATHER BARRIER CONT. LED LIGHTING _ 4" HIGH PRE -CAST CONC. CAP 2" X 10" WOOD STUDS @ 16" DAMPPROOFING 4" CONC BLOCK VENEER O.C. & 10" R351NSUL. @ . 2 COURSES 8" CONC, BLOCK., GRID B & 2x6 WOOD STUDS GROUT ALL REINFORCED CELLS FINISH GRADE @ 16'0.C. & 6" R21 INSUL. @ IN PLANTER IT GRID C 4" CO STONE VENEER 4 I FLUSH MORTAR JOINT SE GRAVEL FILL - 4" CONCRETE FLOOR SLAB I T t 8" CONCRETE BLOCK I -> 6 I I FINISH FLOOR ��T� GROUT SOLID r�i I VARIES FOUNDATION WATER I BARRIER SYSTEM 017 I a a _ �— 44 @ 24" O.C. I ° DOWEL WA. WAY FILTER FABRIC STD. 90° HOOK 17" `A GRID B I� 14 "a @ R:DC 4 "GRAVEL BASE 4" CONC. WALK GRAVEL FILL --4— � H4 @ 12" O.C. AT �_� -_ - VAPOR BARRIER FILTER FABRIC P `I EA. FACE 4" PERF. 2" RIGID INSULATION 16 'I' JOIST @ 24" O.C. FOOTING /FOUNDATION — ° l DRAIN TILE �r 3'' CLEAR (2) k5 (' I O^ 4- D 0 P 2" GALV. METAL 'Z' ? C M U o0 3`a 0 Q N U 3 J Q II l� CONT. PERFORATED W } ° 3 W F METAL 'Z CLIP V J > P TREATED I "X4" \_ of j I CL U I "X 4" CEDAR BATTENS I � J 11/2" @160.C. WHERE SHOWN ON EXTERIOR O ELEVATIONS CEMENT FIBER PANEL 1" METAL HAT CHANNELS © 16" O.C. VERTICAL \ 2" RIGID INSULATION A WEATHER BARRIER PWD SHEATHING PARAPET CAP DETAIL 3 I' -U' IWIND, 1" METAL HAT CHANNELS @ 16'0.C, I "X4 "CEDAR BATTENS WHERE SHOWN ON EXTERIOR ELEVATIONS CEMENT FIBER SIDING PANELS INSECT SCREEN PRE - FINISHED METAL FLASHING G PRE -CAST CONCRETE SILL 4" STONE VENEER WALL TYPES 4 & 5.1 A WEATHER BARRIER I° PLYWOOD SHEATHING 3' -0" A.F F i - I 5 /8 'G.W.B. D / VAPOR \ I BARRIER I' AIR SPACE WALL TYPES 2 & 5.2 PRE - FINISHED METAL. "ZIP RIB" STANDING SEAM ROOFING PANELS 2 STONE SILL DETAIL WEATHER BARRIER B &C FIBERGLASS WINDOW W/ THERMAL PANE GLAZING PRE - FINISHED METAL FLASHING 5/8" GWB SILL PWD SHEATHING 4" HIGH PRE -CAST CONCRETE SILL 5/8 "GWB 18" 4" STONE VENEER WEATHER BARRIER CONT. LED LIGHTING _ 4" HIGH PRE -CAST CONC. CAP 2" X 10" WOOD STUDS @ 16" DAMPPROOFING 4" CONC BLOCK VENEER O.C. & 10" R351NSUL. @ . 2 COURSES 8" CONC, BLOCK., GRID B & 2x6 WOOD STUDS GROUT ALL REINFORCED CELLS FINISH GRADE @ 16'0.C. & 6" R21 INSUL. @ IN PLANTER IT GRID C 4" CO STONE VENEER 4 I FLUSH MORTAR JOINT SE GRAVEL FILL - 4" CONCRETE FLOOR SLAB I T t 8" CONCRETE BLOCK I -> 6 I I FINISH FLOOR ��T� GROUT SOLID r�i I VARIES FOUNDATION WATER I BARRIER SYSTEM 017 I a a _ �— 44 @ 24" O.C. I ° DOWEL WA. WAY FILTER FABRIC STD. 90° HOOK 17" `A GRID B I� 14 "a @ R:DC 4 "GRAVEL BASE 4" CONC. WALK GRAVEL FILL --4— � H4 @ 12" O.C. AT �_� -_ - VAPOR BARRIER FILTER FABRIC P `I EA. FACE 4" PERF. 2" RIGID INSULATION 16 'I' JOIST @ 24" O.C. FOOTING /FOUNDATION — ° l DRAIN TILE �r 3'' CLEAR (2) k5 N (' I O^ 4- D 0 P � ? C M U o0 3`a 0 Q N U 3 J Q Q W } ° 3 W z V J > P W < of > > � CL U o I � J N LD `Z Q N U 3 J Q Q W } W z 0 J > Lu LL. W < Q > > w Y W Z � a 5� G J O REGISTERED % ARCHITECT iOM J �S 10MA5 J. SAN ORD 4TE OF WASHINGTON PERMIT!SET JULY 2014 I Closin Date Revisions 6 9 ALL RIGHTS IF',ESERV ED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT T BE USED OR REPRODUCED IN ANY MANN R WITHOUT PRIOR WRITTEN PERMISSI014. Sheet Title i r DETAILS 3 i Sheet No A8*10 MSGS Project No 13 -133 i PRE SHED META[_ FL " "" "' PRE - FINISHED METAL RC WEATHIER I ICE & WATEF = 1' -0" 12'' WIDE, 22 GA. PRE - FINISHED SCUPPER BOX (2)2 "SQ. OVERFLOW — OPENINGS s 2" APART 4'X 4" DOWNSPOUT p e O h 0 a m 3 a 0 of ci PS M 9 WALL TYPE 4 L GUTTER D THRU -WA I _ x.-, WALL TYPE 4 SAFE DEPOSIT 12" CONCRETE SLAB AND FOOTING, SEE STRUCTURAL DWGS PRE - FINISHED METAL GUTTER a PRE - FINISHED METAL SUPPORT /TRIM z a 4 X 4 PRE - FINISHED METAL DOWNSPOUT 11/2 " =1 9/16" HEAT STRENGTHENED LAMINATED GLASS & KAWNEER 1600 FRAME ON (2) EDGE �' A.F.F. a n 4 WALL TYPES 6 & 7 FINISH GRADE — FOUNDATION WATER BARRIER -- SYSTEM v Sim. D E 4 STANDING SEAM, PRE - FINISHED 4 / U II G Z Q z r ZI � 20 -I W a z" na J 1 Lu Li. w n 3 w r W Z � a 5L FFr — I- J INSECT SCREEN a II —_ III �J SINGLE -PLY ROOFING SYSTEM 1 X 4 TREATED a 13" / \ 12 6" RIGID INSULATION FIBER CEMENT PANELS I CI n 1" METAL HAT a 1 � I v Sim. D E 4 STANDING SEAM, PRE - FINISHED 4 / U C X16'- 6 "AP.F. Z Q z r ZI � 20 w W a z" 3' 0" 3/16" STEEL PAINTED END PLATE AT ALL EXPOSED BEAM ENDS GLU -LAM BEAM PER STRUCTURAL WALL WOOD BASE 4" CONCRETE SLAB � G - - -- u II :1 u 4 RADIANT FLOOR TUBER J / 2'' RIGID INSULATION J/ 'VAULT SLAB DETAIL I /2 = I -U 3 1n_2 A.F.F. INSECT SCREEN PRE - FINISHED METAL FLASHING DETAIL I 1/2 = I -U \ `PWD SHEATHING 14 "'I' JOIST PER STRUCTURAL, 24'' O.C. — JOIST HANGER — 2 X 12 LEDGER, CONT. — 2 X 6 STUDS X4 24' O.C. & 6' BATT INSULATION, R -21 6 X 10 HEADER 5/3" G.W.B. FIBERGLASS FRAME THERMO PANE WINDOW W/ NAIL FIN V SAFE DEPOSIT STEEL CONNECTION PLATES, BY BANK EQUIP. VENDER 12" CONCRETE SLAB AND FOOTING, SEE STRUCTURAL DWGS Ci T -BAR ACOUSTICAL TILE CEILING GLU -LAM BEAM, PER STURCTURAL G) E v I D o OU ED P ? C U oa o i ° 3 `p1 � a 3 .CE EDp' ? M UD_t N Sim. OP. H gE3.10 D. E STANDING SEAM, PRE - FINISHED METAL FLASHING CAP / U 2X 12 TREATED X16'- 6 "AP.F. Z Q z r � 20 w W _ z CONT. CLEAT J 1 Lu Li. w Q 3 w r W Z � a 5L J INSECT SCREEN - r �J SINGLE -PLY ROOFING SYSTEM 1 X 4 TREATED / \ 12 6" RIGID INSULATION FIBER CEMENT PANELS _' 1/4 VAPOR BARRIER 1" METAL HAT 1 CHANNELS Q 16" O.C. 2" RIGID INSULATION WEATHER BARRIER PWD SHEATHING '/'FASTENERS �- Q 2' -0" O.C. HORIZONTAL j I I A.F.F. _ \_ 1n_2 A.F.F. INSECT SCREEN PRE - FINISHED METAL FLASHING DETAIL I 1/2 = I -U \ `PWD SHEATHING 14 "'I' JOIST PER STRUCTURAL, 24'' O.C. — JOIST HANGER — 2 X 12 LEDGER, CONT. — 2 X 6 STUDS X4 24' O.C. & 6' BATT INSULATION, R -21 6 X 10 HEADER 5/3" G.W.B. FIBERGLASS FRAME THERMO PANE WINDOW W/ NAIL FIN V SAFE DEPOSIT STEEL CONNECTION PLATES, BY BANK EQUIP. VENDER 12" CONCRETE SLAB AND FOOTING, SEE STRUCTURAL DWGS Ci T -BAR ACOUSTICAL TILE CEILING GLU -LAM BEAM, PER STURCTURAL G) E v I D o OU ED P ? C U oa o i ° 3 `p1 � a 3 .CE EDp' ? M UD_t N Z N U 3 Q Z Q z r � 20 w W z Q J 1 Lu Li. w Q 3 w r W Z � a 5L J r•\ lJ 'B" REGISTERED ARCHITECT THOMAS J. SA TATE OF WASHINGTON PERMIT SET JULY 2014 I Rev6lorr, Clo4ng Date i i ALL RIGHT RESERVED THESE DRAWINGS ARE THE PROP RTY OF MSGS ARCHITECTS AND ARE NO T 1TJ BE USED OR REPRODUCED IN ANY MAN ER, WITHOUT PRIOR WRITTEN PERMISSI Sheet Title B DETAILS ) s Sheet No1 Mel ■ MSGS Project No. 13 -133 WEBB STIFFENER PER JOIST MFR CONL 2%SCL RIM JOIST PER JOIST MFR a 0 h r a 0 h 0 m 3 0 N W M Rej N LD � O co U a = Q i z Q O O o ° 3 m w o �> Lu ,L. W L a E ULU 6 O U 3 r` J O v E O T U o Q Rej N LD z a = Q J a z Q �> m? Ly o �> Lu ,L. w a :E a 3 ULU w z J O 28" REGISTERED ARCHITECT ITATE OF WASHINGTON SET JULY 2014 is Closing Date ALL GHTS RESERVED THESE DRAWINGS ARE THE F FOPERTY OF MSGS ARCHITECTS AND ARE OT TO BE USED OR REPRODUCED IN ANY AANNER, WITHOUT PRIOR WRITTEN PEEN SSION. Sheet Title DETAILS f i Sheet No _ A8.12 MSGS Project No. p 13 -133 r 0 0 L U m a M O N I 0 N O -o 0 rn 3 0 0 00 LO M i m 3 0 s U C 0 m` E r C O C DO U Li LO LO r� 0 0 ca O N 6 GENERAL NOTES THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE_ STRUCTURES DURING CONSTRUCTION PER SEI /ASCE STANDARD NO. 37 -02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. CONTRACT DRAWINGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSION) OR DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMAIRY STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED SUCH AS, WALL CONFIGURATIONS. INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB SLOPES AND DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. DESIGN CRITERIA VERTICAL LOADS AREA DESIGN DEAD LIVE LOAD PARTITION CONCENTRAI[ED ZONE 1 LOAD 1 LOAD LOADS ROOF 18 PSF 1 25 PSF I 3004 SNOW: ROOF SNOW LOAD = 25 PSF LATERAL FORCES LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO BRACED FRAME /SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY BRACED FRAME / SHEARR WALL ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND /OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. WIND: THE BUILDING MEETS THE CRITERIA TO USE THE "METHOD 2 - SIMPLIFIED ENVELOPE PROCEDURE" PER ASCE 7 -10. - EXPOSURE CATEGORY = B - BASIC WIND SPEED (3 SEC. GUST), VULT = 110 MPH; VASD = 85 MPH - RISK CATAGORY PER TABLE 1.5 -1 = II - TOPOGRAPHIC FACTOR Kzt = 1.0 - INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = f 0.18 - COMPONENTS AND CLADDING LOADS, SEE THE FOLLOWING TABLES: ROOF SURFACES POSITIVE PRESSURES (PSF) NEGATIVE PRESSURES (PSF) EFFECTIVE WIND AREA ZONE 1 2 1 2 3 1 2 3 10 SF 16.0 16.0 16.0 -19.9 -34.7 -51.3 20 SF 16.0 16.0 16.0 -19.4 -31.9 -47.9 50 SF 16.0 16.0 16.0 -18.6 -28.2 -43.5 100 SF 16.0 16.0 16.0 -18.1 -25.5 -40.2 FRAMING DETAILS FOUNDATIONS - UNO 3000 0.50 -- 57 OR 67 FRAMING DETAILS WALL SURFACES AND ROOF OVERHANGS POSITIVE PRESSURE (PSF) NEGATIVE PRESSURE (PSF) ROOF OVERHANGS (PSF) EFFECTIVE WIND AREA ZONE 1 4500 4 5 4 5 2 3 10 SF 21.8 21.8 -23.6 -29.1 -40.6 -68.3, 20 SF 20.8 20.8 -22.6 -27.2 -40.6 -61.6 50 SF 19.5 19.5 -21.3 -24.6 -40.6 -52.8. 100 SF 18.5 18.5 -20.4 -22.6 -40.6 -46.1 500 SF 16.2 16.2 -18.1 -18.1 - - 1. ZONES ARE AS DEFINED BY FIGURE 30.5 -1 IN ASCE 7 -10. SEISMIC: (ASCE 7 -10) V = CsW WHERE Cs = SIDS ;WITH (e) Cs MINIMUM = 0.044 SDsIe > 0.01 OR 0.5Si Cs MINIMUM = R FOR S1 > 0.6g Ie Sol Cs MAXIMUM = T(Ie) FOR T S TL OR SD1TL Cs MAXIMUM = T 2 FORT > TL SEISMIC IMPORTANCE FACTOR, Ie = 1.0 RISK CATEGORY OF BUILDING PER TABLE 1.5 -1 = II SPECTRAL RESPONSE ACCELERATIONS Ss = 1.252 S1 = 0.499 SITE CLASS PER TABLE 20.3 -1 = D DESIGN SPECTRAL RESPONSE ACCELERATIONS SIDS = 0.835 & ST = 0.499 SEISMIC DESIGN CATEGORY = D W = EFFECTIVE SEISMIC WEIGHT OF BUILDING = 192.58 KIPS ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE RESPONSE MODIFICATION FACTOR PER TABLE 12.2 -1, R = 6.5 Cs = 0.128 DESIGN BASE SHEAR V = 24.65 KIPS PIPES, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE. CONFORM TO SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. PUBLICATION "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS ". SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13 FOUNDATION DESIGN CRITERIA SOIL BEARING PRESSURE: 1500 PSF (ASSUMED)* ACTIVE PRESSURE - UNRESTRAINED: 35 PCF +6H SEISMIC SURCHARGE (ASSUMED) PASSIVE RESISTANCE: 200 PCF (INCLUDES F.O.S. ? 1.5) (ASSUMED) COEFFICIENT OF FRICTION: .35 (INCLUDES F.O.S. ? 1.5) (ASSUMED) *1/3 INCREASE ALLOWED FOR SEISMIC OR WIND LOADING ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR "STRUCTURAL BACKFILL ". NATIVE EARTH BEARING SHALL BE SURFACE COMPACTED. AREAS OVER- EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (F'c =2000 PSI) OR "STRUCTURAL BACKFILL ". AREAS DESIGNATED "STRUCTURAL BACKFILL" SHALL BE FILLED WITH APPROVED WELL- GRADED BANKRUN MATERIAL. MAXIMUM SIZE OF ROCK 4 ". FROZEN SOIL, ORGANIC MATERIAL AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. A COMPETENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL. PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER - SOFTENED FOOTINGS. FREE DRAINING BACKFILL MATERIAL FOR RETAINING & BASEMENT WALLS A CLEAN, FREE DRAINING, WELL GRADED GRANULAR MATERIAL CONFORMING TO ASTM D2487 GW OR SW WHOSE MAXIMUM PARTICLE SIZE DOES NOT EXCEED 3/4" AND WHOSE FINES CONTENT (MATERIAL PASSING THE NO. 200 SIEVE) DOES NOT EXCEED 5 %, WITH A MAXIMUM DUST RATIO CONCRETE CAST -IN -PLACE CONCRETE % PASSING U.S. NO. 200 SIEVE % PASSING U.S. NO. 40 SIEVE = 2/3 MAX. MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE CONCRETE MIX TABLE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTION SEQUENCING, STRUCTURAL DETAILS, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A STRUCTURALLY SOUND, AESTHETICALLY ACCEPTABLE FINISHED PRODUCT. WATER REDUCING ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE REQUIREMENTS. CONCRETE MIX DESIGNS SHALL CLEARLY INDICATE THE TARGET SLUMP. SLUMP TOLERANCE SHALL BE f 1 -1/2 INCHES. AGGREGATE: COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE II PORTLAND CEMENT, UNLESS NOTED OTHERWISE. FLYASH: SHALL CONFORM TO ASTM C618 CLASS C OR F, MAXIMUM LOSS OF IGNITION SHALL BE 1.0 %. SLAG: GROUND GRANULATED BLAST - FURNACE (GGBF) SLAG SHALL CONFORM TO ASTM C989 GRADE 100 OR 120. ALTERNATE MIX DESIGNS: VARIATIONS TO THE MIX DESIGN PROPORTIONS MAY BE ACCEPTED IF SUBSTANTIATED IN ACCORDANCE WITH ACI 318, CHAPTER 5. PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. ADMIXTURES: ADMIXTURES SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE - APPROVED EQUAL. ALL MANUFACTURERS RECOMMENDATIONS SHALL BE FOLLOWED. WATER: SHALL BE CLEAN AND POTABLE. MAXIMUM CHLORIDE CONTENT: THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED 0.15% BY WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE. CONCRETE EXPOSED TO WEATHER: PROVIDE 5.0% TOTAL AIR CONTENT FOR ALL CONCRETE EXPOSED TO WEATHER. TOTAL AIR CONTENT IS THE SUM OF ENTRAINED AIR PROVIDED BY ADMIXTURES AND NATURALLY OCCURRING ENTRAPPED AIR. AIR CONTENT SHALL BE TESTED PRIOR TO BEING PLACED IN THE PUMP HOPPER OR BUCKET; IT IS NOT REQUIRED TO BE TESTED AT THE DISCHARGE END OF THE PUMP HOSE. THE TOLERANCE ON ENTRAPPED AIR SHALL BE +2.0% AND -1.5% WITH THE AVERAGE OF ALL TESTS NOT LESS THAN THE SPECIFIED AMOUNT. TOTAL CEMENTITIOUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG. AT THE CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES SHALL CONTAIN NOT LESS THAN 5 -1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, UNLESS NOTED OTHERWISE. CONCRETE MIX NOTES: 1. FIBROUS CONCRETE REINFORCEMENT SHALL BE "FIBERMESH" MANUFACTURED BY PROPEX CONCRETE SYSTEMS OR PRE - APPROVED EQUAL AND SHALL CONFORM TO ASTM C1116 TYPE III 4.1.3, PERFORMANCE LEVEL 1, AND SHALI_ BE 100 PERCENT VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS CONTAINING NO REPROCESSED OLEFIN MATERIALS AND SPECIFICALLY MANUFACTURED FOR USE AS CONCRETE SECONDARY REINFORCEMENT. DOSAGE SHALL FOLLOW MANUFACTURER'S RECOMMENDATION BUT NOT LESS THAN 1.5 LB /CU. YD. 2. MAXIMUM WATER CONTENT 240 PC'Y. 3. THIS MIX SHALL CONTAIN 1 GALLON PER CY OF 'ECLIPSE' SHRINKAGE REDUCING ADD MIXTURE BY W.R. GRACE OR APPROVED ALTERNATE. FOR CONCRETE REQUIRING AN AIR ENTRAINMENT ADMIXTURE, "ECLIPSE PLUS" SHALL BE USED. KLPIy:4 *1ON 9ITi]ObI OLIN I PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER- VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL- NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AN[) ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. FLOATING & FINISHING OPERATIONS: WATER SHALL NOT BE ADDED TO THE CONCRETE SURFACE DURING FLOATING & FINISHING OPERATIONS. PRE - APPROVED EVAPORATION RETARDER SPECIFICALLY DESIGNED FOR FLOATING & FINISHING OPERATIONS ARE ACCEPTABLE. FORMED SURFACES: FORMWORK CLASS OF SURFACE PER ITEM CLASS OF FINISH ALL SURFACES EXPOSED TO PUBLIC VIEW, U.N.O. A ALL SURFACES RECEIVING A COURSE TEXTURED COATING SUCH AS B PLASTER OR STUCCO, UNLESS NOTED OTHERWISE ALL OTHER SURFACES, UNLESS NOTED OTHERWISE C COLD WEATHER PLACEMENT 1. COLD WEATHER IS DEFINED BY ACI 306 AS "A PERIOD WHEN FOR MORE THAN 3 SUCCESSIVE DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40° F." 2. NO CONCRETE SHALL BE PLACED ON FROZEN OR PARTIALLY FROZEN GROUND. THAWING THE GROUND WITH HEATERS IS PERMISSIBLE. 3. CONCRETE MIX TEMPERATURES SHALL BE AS SHOWN BELOW. HEATING OF WATER AND /OR AGGREGATES MAY BE REQUIRED TO ATTAIN THESE TEMPERATURES. 4. THE CONCRETE MAY REQUIRE PROTECTION FOR 4 -7 DAYS AFTER POURING. IF TEMPERATURES REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES ARE SLIGHTLY BELOW FREEZING (30° F MIN.) AT NIGHT AND ABOVE FREEZING DURING THE DAY, KRAFT PAPER WITH COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS. 5. NO ADDITIVES CONTAINING CHLORIDES SHALL BE USED. USE "POZZUTEC 20 +" BY MASTER BUILDERS OR "POLARSET" BY W.R. GRACE OR PRE - APPROVED EQUAL. MAX. MIN. AGGREGATE GENERAL NOTES 2 DESIGN f'c (PSI) GEMIERAL NOTES FLYASH GRADING GENERAL NOTES ITEM (AT 28 PAYS U.N.O.) GENERAL NOTES OR SLAG ASTM NOTES 5 S2.10 RATIO (PCY) AASHTO ROOF FRAMING PLAN SLABS ON GRADE - UNO 4000 0.45 100 57 OR 67 1 ARCHITECTURALLY EXPOSED 4000 0.45 100 57 OR 67 1, 2, 3 SLABS ON GRADE S4.10 FRAMING DETAILS 10 54.11 FRAMING DETAILS FOUNDATIONS - UNO 3000 0.50 -- 57 OR 67 FRAMING DETAILS STEM WALLS AND OTHER WALLS EXPOSED TO EARTH 4500 0.45 100 57 OR 67 OR WEATHER ALL OTHER CONCRETE 4000 0.50 -- 57 OR 67 CONCRETE MIX NOTES: 1. FIBROUS CONCRETE REINFORCEMENT SHALL BE "FIBERMESH" MANUFACTURED BY PROPEX CONCRETE SYSTEMS OR PRE - APPROVED EQUAL AND SHALL CONFORM TO ASTM C1116 TYPE III 4.1.3, PERFORMANCE LEVEL 1, AND SHALI_ BE 100 PERCENT VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS CONTAINING NO REPROCESSED OLEFIN MATERIALS AND SPECIFICALLY MANUFACTURED FOR USE AS CONCRETE SECONDARY REINFORCEMENT. DOSAGE SHALL FOLLOW MANUFACTURER'S RECOMMENDATION BUT NOT LESS THAN 1.5 LB /CU. YD. 2. MAXIMUM WATER CONTENT 240 PC'Y. 3. THIS MIX SHALL CONTAIN 1 GALLON PER CY OF 'ECLIPSE' SHRINKAGE REDUCING ADD MIXTURE BY W.R. GRACE OR APPROVED ALTERNATE. FOR CONCRETE REQUIRING AN AIR ENTRAINMENT ADMIXTURE, "ECLIPSE PLUS" SHALL BE USED. KLPIy:4 *1ON 9ITi]ObI OLIN I PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER- VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL- NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AN[) ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. FLOATING & FINISHING OPERATIONS: WATER SHALL NOT BE ADDED TO THE CONCRETE SURFACE DURING FLOATING & FINISHING OPERATIONS. PRE - APPROVED EVAPORATION RETARDER SPECIFICALLY DESIGNED FOR FLOATING & FINISHING OPERATIONS ARE ACCEPTABLE. FORMED SURFACES: FORMWORK CLASS OF SURFACE PER ITEM CLASS OF FINISH ALL SURFACES EXPOSED TO PUBLIC VIEW, U.N.O. A ALL SURFACES RECEIVING A COURSE TEXTURED COATING SUCH AS B PLASTER OR STUCCO, UNLESS NOTED OTHERWISE ALL OTHER SURFACES, UNLESS NOTED OTHERWISE C COLD WEATHER PLACEMENT 1. COLD WEATHER IS DEFINED BY ACI 306 AS "A PERIOD WHEN FOR MORE THAN 3 SUCCESSIVE DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40° F." 2. NO CONCRETE SHALL BE PLACED ON FROZEN OR PARTIALLY FROZEN GROUND. THAWING THE GROUND WITH HEATERS IS PERMISSIBLE. 3. CONCRETE MIX TEMPERATURES SHALL BE AS SHOWN BELOW. HEATING OF WATER AND /OR AGGREGATES MAY BE REQUIRED TO ATTAIN THESE TEMPERATURES. 4. THE CONCRETE MAY REQUIRE PROTECTION FOR 4 -7 DAYS AFTER POURING. IF TEMPERATURES REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES ARE SLIGHTLY BELOW FREEZING (30° F MIN.) AT NIGHT AND ABOVE FREEZING DURING THE DAY, KRAFT PAPER WITH COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS. 5. NO ADDITIVES CONTAINING CHLORIDES SHALL BE USED. USE "POZZUTEC 20 +" BY MASTER BUILDERS OR "POLARSET" BY W.R. GRACE OR PRE - APPROVED EQUAL. E 00 0 U ,r) U 0 0 P v I. � 3 v P M l »7LIfi V) nUl W U L K•� U > Q h W 0 W LL. Q L- o 8 P a C U U 3 � o U- 6 0 3 0 0 �n 'a E T 0 U Z m J w w Z 05/14/2014 07/07/2014 Revisions Closing Date t s ALL RIGHTS RE ERVED THESE DRAWINGS ARE THE PROPERTY RE MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, . ITHOUT PRIOR WRITTEN PERMISSION_ 4' Sheet Title s i GENERAL INOTES Sheet No, 51.10 SGS Project No. h 13 -133 DRAWING INDEX 1 SIAO GENERAL NOTES 2 51.11 GEMIERAL NOTES 3 S1.12 GENERAL NOTES 4 51.13 GENERAL NOTES 5 S2.10 FOLJNDATION PLAN 6 52.20 ROOF FRAMING PLAN 7 53.10 FOLJNDATION DETAILS 8 S3.11 FOLJNDATION DETAILS 9 S4.10 FRAMING DETAILS 10 54.11 FRAMING DETAILS 11 S4.12 FRAMING DETAILS 12 54.13 FRAMING DETAILS E 00 0 U ,r) U 0 0 P v I. � 3 v P M l »7LIfi V) nUl W U L K•� U > Q h W 0 W LL. Q L- o 8 P a C U U 3 � o U- 6 0 3 0 0 �n 'a E T 0 U Z m J w w Z 05/14/2014 07/07/2014 Revisions Closing Date t s ALL RIGHTS RE ERVED THESE DRAWINGS ARE THE PROPERTY RE MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, . ITHOUT PRIOR WRITTEN PERMISSION_ 4' Sheet Title s i GENERAL INOTES Sheet No, 51.10 SGS Project No. h 13 -133 T 0 0 s U a m Pill a M 0 N I 0 N 0 0 ti 0 Z 0 a co Lo M 3 L V 0 m` E 0 r c O c 0 U 0 U- T 0 00 Ln M 0 0 Fi 0 N U' CONDITION OF PLACEMENT AND CURING ALL OTHER SLABS WALLS & SLABS FOOTINGS MIN. TEMP. FRESH CONCRETE AS ABOVE 30' F. 60 55 MIXED FOR WEATHER INDICATED. 0 TO 30' F. 65 60 DEGREES F. 1' -3" BELOW 0' F. 70 65 MIN. TEMP. FRESH CONCRETE AS PLACED AND MAINTAINED, 55 50 DEGREES F. 3' -4" 2' -7" 2' -7" 2' -0" MAX. ALLOWABLE GRADUAL DROP IN TEMP. THROUGHOUT FIRST 4' -0" 3' -1" 24 HOURS AFTER END OF PROTECTION, DEGREES F. 50 40 HOT OR WINDY WEATHER PLACEMENT HOT WEATHER IS DEFINED BY ACI 305 AS "ANY COMBINATION OF HIGH AIR TEMPERATURE, LOW RELATIVE HUMIDITY, AND WIND VELOCITY, TENDING TO IMPAIR THE QUALITY OF FRESH HARDENED CONCRETE.. ACI 305 FIGURE 2.1.5 SHALL BE USED BY THE CONTRACTOR TO ESTIMATE THE RATE OF EVAPORATION. WHEN THE ESTIMATED RATE OF EVAPORATION IS GREATER THAN 0.2 PSF /HOUR THE PLACEMENT SHALL BE CONSIDERED A HOT WEATHER PLACEMENT. PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING ARE NECESSARY. PRECAUTIONS TAKEN BY THE CONTRACTOR VARY DEPENDING UPON THE FACTORS ASSOCIATED WITH WATER EVAPORATION AND INCLUDE BUT ARE NOT LIMITED TO: 1. LIMITING CONCRETE TEMPERATURE TO 1007 AT TIME OF PLACEMENT. 2. APPLICATION OF AN EVAPORATION RETARDER. 3. USE OF FOG SPRAY. 4. REDUCTION OF POUR SIZE, 5. PLACING CONCRETE AT NIGHT. CONTROL AND CONSTRUCTION JOINTS CONSTRUCTION JOINTS SHALL MEET THE REQUIREMENTS OF ACI 301 SECTIONS 2.2.2.5 AND 5.3.2.6. SPECIAL BONDING METHODS PER SECTION 5.3.2.6 SHALL BE SATISFIED BY ITEM 4 BELOW UNLESS OTHERWISE DETAILED ON THE STRUCTURAL DRAWINGS. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN ON PLAN OR ADDITIONAL CONSTRUCTION JOINTS ARE REQUIRED SUBMIT PROPOSED JOINTING FOR STRUCTURAL ENGINEERS APPROVAL. PROVIDE CONSTRUCTION JOINTS AS INDICATED BELOW UNLESS NOTED OTHERWISE ON THE PLANS: 1. SLABS ON GRADE. PROVIDE CONSTRUCTION AND /OR CONTROL JOINTS AT 16 FEET O.C. MAXIMUM FOR UNEXPOSED SLABS ON GRADE AND 12 FEET O.C. FOR EXPOSED SLABS ON GRADE. COORDINATE JOINTS WITH ARCHITECTURAL DRAWINGS. EMBEDDED ITEMS 1. NO ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE. 2. ALL EMBED PLATES SHALL BE SECURELY FASTENED IN PLACE. 3. ALL EMBEDDED STEEL ITEMS EXPOSED TO EARTH SHALL BE GALVANIZED. 4. ALL EMBEDDED STEEL ITEMS EXPOSED TO WEATHER SHALL BE PAINTED UNLESS NOTED AS GALVANIZED. SEE DRAWINGS AND SPECIFICATIONS FOR PAINT, PRIMER, AND GALVANIZING REQUIREMENTS. CONCRETE CURING AND SEALING CURING PROCEDURES SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE TO MAINTAIN CONCRETE IN A MOIST CONDITION. VERIFY CURING AND /OR SEALING PRODUCTS ARE COMPATIBLE WITH FLOOR COVERINGS SHOWN ON THE ARCHITECTURAL DRAWINGS. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. SLABS ARE DEFINED AS SLABS ON GRADE, CONCRETE ON METAL DECK, ELEVATED POST- TENSIONED OR MILD REINFORCED DECKS, AND TOPPING SLABS ITEM CONCRETE CURING NOTES ALL OTHER SLABS 1, (3 OR 4 OR 5) FORMED SURFACES EXCLUDING FOUNDATIONS 2 ALL OTHER CONCRETE NONE CONCRETE CURING NOTES: 1. WHEN THE ESTIMATED EVAPORATION RATE IS GREATER THAN 0.2 PSF /HOUR, PROVIDE A SPRAY APPLIED EVAPORATION RETARDER IMMEDIATELY AFTER CONCRETE PLACEMENT. THE EVAPORATION RATE MAY BE CALCULATED PER ACI 305 FIGURE 2.1.5. 2. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS B SPECIFICATIONS, PER MANUFACTURERS RECOMMENDATIONS TO ALL FORMED SURFACES IMMEDIATELY AFTER FORM REMOVAL. NOT REQUIRED IF FORMWORK REMAINS IN PLACE FOR MORE THAN 7 DAYS. 3. PROVIDE PRE - APPROVED CONTINUOUS WET CURE METHOD FOR A MINIMUM OF 14 DAYS. 4. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS B SPECIFICATIONS OR ASTM C1315 TYPE 1 CLASS A SPECIFICATIONS, PER MANUFACTURERS RECOMMENDATIONS IMMEDIATELY AFTER FINAL FINISHING. CURING COMPOUND SHALL BE COMPATIBLE WITH ARCHITECTURAL FLOOR COVERINGS AND SEALERS. 5. PROVIDE 'ULTRACURE MAX' MOISTURE RETAINING COVER BY MCTECH GROUP, OR APPROVED EQUAL, FOR A MINIMUM OF 14 DAYS. GROUT NON- SHRINK GROUT: MASTER BUILDERS "MASTERFLOW 555" OR PRE - APPROVED EQUAL. GROUT SHALL CONFORM TO CRD -C621 AND ASTM C1107 WHEN TESTED AT A FLUID CONSISTENCY PER CRD- C611-85 FOR 30 MINUTES. GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION, INSTALLATION, AND CURING. EPDXY GROUT IN CONCRETE: HILTI HIT -HY 150 MAX -SD OR PRE - APPROVED EQUAL. TWO PART LOW SAG EPDXY. USE EQUIPMENT WHICH WILL ACCURATELY MIX AND DISPENSE THE COMPONENTS. HOLE SHALL BE HAMMER - DRILLED ONLY. HOLE SHALL BE DRY AND CLEANED WITH WIRE BRUSH AND PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR OR ROD SHALL BE ROTATED AS IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. REINFORCING STEEL REINFORCING STEEL SHALL CONFORM TO: ASTM A615, GRADE 60 TYPICAL UNLESS NOTED OTHERWISE. DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 318. REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE Fy =60 KSI (UNLESS NOTED OTHERWISE) VENEER TIE BAR MINIMUM LAP SPLICE LENGTHS (Is ") MINIMUM DEVELOPMENT LENGTHS ("Lid") MINIMUM EMBEDMENT LENGTH FOR SIZE TOP BARS (1) OTHER BARS TOP BARS (1) OTHER BARS STANDARD END HOOKS ( "Ldh ") #3 2' -0" 1' -6" 1' -6" 1' -3" 0' -7" #4 2' -8" 2' -0" 2' -0" 1' -7" 0' -9" #5 3' -4" 2' -7" 2' -7" 2' -0" 1' -0" #6 4' -0" 3' -1" 3' -1" 2' -4" 5 -1/2 #7 5-10" 4' -6" 4' -6" 3' -6" 6 #8 6' -8" 5' -2" 5' -2" 3' -11" 1' -7" SPLICE TABLE NOTE: 1. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM REINFORCING STEEL COVER PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE. CONCRETE CAST AGAINST EARTH - - -- 3" EXPOSED TO WEATHER OR EARTH -- 2" WALLS AND SLABS NOT EXPOSED TO WEATHER - - -- 3/4" MASONRY MASONRY VENEER: SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 14 OF THE IBC, AND THE PROJECT SPECIFICATIONS. MORTAR: SHALL BE TYPE S PER IBC. CONFORM TO ASTM C270. MINIMUM COMPRESSIVE STRENGTH = 1800 PSI. ANCHORED VENEER (MASONRY AND STONE UNITS): ALL VENEER ANCHORAGE ATTACHMENTS SHALL CONFORM TO IBC SECTION 1405.6 AND ACI 530 SECTIONS 6.1 AND 6.2 FOR SEISMIC DESIGN CATEGORY D. ANCHOR TIES AND JOINT REINFORCEMENT SHALL BE HOT- DIPPED GALVANIZED PER ASTM A153, CLASS B -2 AND SHALL BE MANUFACTURED BY WIRE -BOND OR LOCK RITE OR PRE - APPROVED EQUAL. ANCHOR TIES SHALL BE SPACED 16 "O.C. EACH WAY MAXIMUM, AND SHALL HAVE A LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE OF NO. 9 GAUGE OR EQUIVALENT. THE JOINT REINFORCEMENT SHALL BE CONTINUOUS WITH BUTT SPLICES BETWEEN TIES PERMITTED. ANCHORAGE OF VENEER TO BACKING SHALL BE AS FOLLOWS: BACKING VENEER TIE ATTACHMENT TO BACKING WOOD STUDS WIRE -BOND RJ -721 OR ZINC PLATED SCREWS BY MANUFACTURER PARTIAL PENETRATION LOCK RITE SPC PINTEL TIE & TRICLIP - - - -- STRUCTURAL STEEL DETAILING. FABRICATION AND ERECTION ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION, THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, JUNE 22, 2010, THE AISC CODE OF STANDARD PRACTICE, APRIL 14, 2010 AND THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS JUNE 22, 2010. HOLES, COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT BE MADE IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. MATERIAL PROPERTIES OTHER SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U.N.O.; ASTM A572 (Fy = 50 KSI) WHERE INDICATED HOLLOW STRUCTURAL SECTIONS: RECTANGULAR & SQUARE - ASTM A500 GRADE B (Fy = 46 KSI) STRUCTURAL STEEL PIPES: ASTM A53, GRADE B, TYPE E OR S (Fy = 35 KSI) MACHINE BOLTS (M.B.): ASTM A307, GRADE A ANCHOR BOLTS (A.B �: ASTM F1554, GRADE 55, UNLESS NOTED OTHERWISE, ASTM F1554, GRADE 105 WHERE INDICATED. WELDING STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D1.1. CERTIFICATION: ALL WELDING SHALL BE PERFORMED BY WABO /AWS CERTIFIED WELDERS. WELDERS SHALL BE PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING. WELD TABS (ALSO KNOWN AS WELD "EXTENSION" TABS OR "RUN OFF" TABS) SHALL BE USED. AFTER THE WELD HAS BEEN COMPLETED THE WELD TABS SHALL BE REMOVED AND THE WELD END GROUND TO A SMOOTH CONTOUR. WELD "DAMS" OR "END DAMS" SHALL NOT BE USED. THE PROCESS CONSUMABLES FOR ALL WELD FILLER METAL INCLUDING TACK WELDS, ROOT PASS AND SUBSEQUENT PASSES DEPOSITED IN A JOINT SHALL BE COMPATIBLE. ALL WELD FILLER METAL AND WELD PROCESS SHALL PROVIDE THE TENSILE STRENGTH CHARPY V -NOTCH RATINGS AS FOLLOWS: GRAVITY FRAME WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V -NOTCH (CVN) RATING FILLET 70 KSI - - - -- PARTIAL PENETRATION 70 KSI - - - -- WELDED CONNECTIONS INSPECTION: 1. ALL WELDING SHALL BE CHECKED BY VISUAL MEANS AND BY OTHER METHODS DEEMED NECESSARY BY THE WELDING INSPECTOR. THE STANDARDS OF ACCEPTANCE FOR WELDS TESTED BY ULTRASONIC METHODS SHALL CONFORM TO AWS CIA. ALL WELDS FOUND TO BE DEFECTIVE SHAILL BE REPAIRED AND REINSPECTED BY THE SAME METHODS ORIGINALLY USED, AND THIS REPAIR AND REINSPECTION SHALL BE PAID FOR BY THE CONTRACTOR. GENERAL REQUIREMENTS EPDXY GROUTED ANCHORS: "ALL- THREAD' - ASTM A36 (FY = 36 KSI) UNLESS NOTED OTHERWISE. EXPANSION ANCHORS: AT CONCRETE, PROVIDE "KWIKBOLT TZ" BY HILTI, INC., OR "STRONG -BOLT" BY SIMPSON STRONG TIE, INC., OR PRE - APPROVED EQUAL. AT MASONRY WALLS, "KWIKBOLT III" BY HILTI, INC., "POWER -BOLT" BY POWERS /RAWL FASTENING, INC. OR "WEDGE -ALL" BY SIMPSON STRONG TIE, INC OR PRE - APPROVED EQUAL. EMBED BOLT INTO CONCRETE OR MASONRY 8 BOLT DIAMETERS MINIMUM, UNLESS NOTED OTHERWISE. INSTALL ANCHOR PER MANUFACTURER'S PUBLISHED RECOMMENDATIONS. FINISH: STRUCTURAL STEEL SHALL BE PRIME PAINTED, UNLESS NOTED OTHERWISE, AND SHALL BE CLEAN OF LOOSE RUST, LOOSE MILL SCALE, OIL, GREASE AND OTHER FOREIGN SUBSTANCES AND SHALL MEET THE REQUIREMENTS OF SSPC -SP1. WHERE STRUCTURAL STEEL IS NOTED TO BE PAINTED, ALL AREAS COMPRISING THE FAYING SURFACES OF BOLTED CONNECTIONS MADE WITH SLIP - CRITICAL TYPE BOLTS (A325SC OR A490SC) SHALL COMPLY WITH THE REQUIREMENTS OF THE RCSC SPECIFICATION. WHERE STRUCTURAL STEEL IS NOTED TO BE GALVANIZED, IT SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, A384, AND A385. ALL SURFACES WITHIN TWO INCHES OF ANY FIELD WELD LOCATION SHALL BE FREE OF MATERIALS THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. FIELD TOUCH -UP OF PRIMED, PAINTED, AND GALVANIZED SURFACES SHALL BE PERFORMED TO REPAIR COATING ABRASIONS, AS WELL AS TO PROTECT ALL AREAS AT CONNECTIONS. CARPENTRY NAILS: CONNECTION DESIGNS ARE BASED ON "COMMON WIRE" NAILS WITH THE FOLLOWING PROPERTIES: PENNYWEIGHT DIAMETER (INCHES) LENGTH (INCHES) TRACKER ** COLOR CODED NAILS 8d 0.131 2 -1/2 BLUE 10d 0.148 3 PURPLE 16d 0.162 3 -1/2 ORANGE 20d 0.192 4 - FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY BE USED AT EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS *BASED ON 15/32" PLYWOOD OR OSB * *REFERENCE TO COLOR CODED NAILS P5 TRACKERS SYSTEM OR PRE - APPROVED EQUAL WOOD SHEATHING (STRUCTURALI: SHEATHING ON ROOF SURFACES SHALL BE PLYWOOD ONLY SHEATHING ON FLOOR AND WALLS SHALL BE PLYWOOD OR ORIENTED STRAND BOARD (OSB). PLYWOOD SHEATHING SHALL BE 5 -PLY MINIMUM WHERE INDICATED AS 3/4" OR THICKER. WOOD SHEATHING SHALL BE "STRUCTURAL I" CONFORMING TO PS1 -09 AND /OR PS2 -10. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS: ROOF FRAMING AT 24" O.C. (32/16); WALLS (32/16); ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT ALL PANEL EDGES UNLESS OTHERWISE NOTED. GLUE - LAMINATED MEMBERS: INDICATED IN STRUCTURAL DRAWINGS AS "POC" SHALL BE PORT ORFORD CEDAR COMBINATION 22F- V /POCi (Fb =2200 PSI, Fv =265 PSI, E= 1.8X10 ^6 PSI) AND POC COMBINATION 2 FOR COLUMNS. ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED TO VIEW; INDUSTRIAL APPEARANCE WHERE NOT EXPOSED TO VIEW. ALL MEMBERS TO HAVE EXTERIOR GLUE AND HAVE AITC OR APA -EWS STAMP. CAMBER AS SHOWN ON STRUCTURAL DRAWINGS. FRAMING LUMBER: STANDARDS. EACH PIECE SHALL BEAR THE- GRADE TRADEMARK OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSC CERTIFIED GRADING RULES. SPECIES AND GRADE (BASE DESIGN VALUE.) DIAMETER LENGTH EQUIVALENT SPACING TRACKER ** COLOR FASTENER TYPE (INCHES) (INCHES) (INCHES) CODED NAILS 8d COMMON WIRE 0.131 2 -1/2 6 4 3 BLUE 8d "DIPPED GALV. BOX" 0.131 2 -1/2 6 4 3 PSI) OR 8d "SHINY BOX" 0.113 2 -1/2 4 -1/2 3 2 -1/2 YELLOW 12 GA. STAPLES 0.1055 1 -7/8* 6 5 -1/2 4 - 14 GA. STAPLES 0.080 1 -1/2* 6 4 3 - 15 GA STAPLES 0.072 1 -1/2* 5 3 2 -1/2 - 10d COMMON WIRE 0.148 3 6 4 3 PURPLE 10d "HOT DIPPED GALV. BOX" 0.148 3 6 4 3 - 10d "SHINY BOX" 0.128 3 1 4-1/2 3 2 -1/4 WHITE *BASED ON 15/32" PLYWOOD OR OSB * *REFERENCE TO COLOR CODED NAILS P5 TRACKERS SYSTEM OR PRE - APPROVED EQUAL WOOD SHEATHING (STRUCTURALI: SHEATHING ON ROOF SURFACES SHALL BE PLYWOOD ONLY SHEATHING ON FLOOR AND WALLS SHALL BE PLYWOOD OR ORIENTED STRAND BOARD (OSB). PLYWOOD SHEATHING SHALL BE 5 -PLY MINIMUM WHERE INDICATED AS 3/4" OR THICKER. WOOD SHEATHING SHALL BE "STRUCTURAL I" CONFORMING TO PS1 -09 AND /OR PS2 -10. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS: ROOF FRAMING AT 24" O.C. (32/16); WALLS (32/16); ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT ALL PANEL EDGES UNLESS OTHERWISE NOTED. GLUE - LAMINATED MEMBERS: INDICATED IN STRUCTURAL DRAWINGS AS "POC" SHALL BE PORT ORFORD CEDAR COMBINATION 22F- V /POCi (Fb =2200 PSI, Fv =265 PSI, E= 1.8X10 ^6 PSI) AND POC COMBINATION 2 FOR COLUMNS. ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED TO VIEW; INDUSTRIAL APPEARANCE WHERE NOT EXPOSED TO VIEW. ALL MEMBERS TO HAVE EXTERIOR GLUE AND HAVE AITC OR APA -EWS STAMP. CAMBER AS SHOWN ON STRUCTURAL DRAWINGS. FRAMING LUMBER: STANDARDS. EACH PIECE SHALL BEAR THE- GRADE TRADEMARK OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSC CERTIFIED GRADING RULES. SPECIES AND GRADE (BASE DESIGN VALUE.) E 1. 6x BEAMS AND HEADERS. "DOUG FIR= LARCH" NO. 1 (Fb =1350 PSI, Fv =170 PSI) 2. 2x TO 4x JOISTS, PURLINS AND HEADERS. "DOUG FIR - LARCH" NO. 2 (Fb =900 PSI, Fv =180 PSI) OR "HEM -FIR" NO. 1 (Fb =975 PSI, FV =150 PSI) 0 0 3. 6x POSTS AND COLUMNS. "DOUG FIR=LARCH" NO. 1 (Fc =1000 PSI) 4. EXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG FIR - LARCH" NO. 2 (Fb= 900 PSI, Fc =1350 PSI) OR "HEM -FIR "' NO. 1 (Fb =975 PSI, Fc =1350 PSI). 5. INTERIOR NON- BEARING STUD WALLS. "DOUG FIR - LARCH" NO. 2 (Fb =900 PSI. Fc =1350 PSI) OR "HEM -FIR" NO. 1 (Fb =975 PSI, Fc =1350 PSI) U 6. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING. "DOUG FIR - LARCH" N0. 2 (Fb= 900 PSI, Fc =1350 PSI), OR "HEM -FIR" N0. 1 (Fb =975 PSI, Fc =1350 PSI). 7. UTILITY & STANDARD GRADES NOT PERMITTED. 3 O PROGRESS 05/14/2014 PERMIT SET I 07/07/2014 Revisions Closing Date ALL RIGHTS RESERVE THESE DRAWINGS ARE THE PROPERTY OF M GS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER. WITH UT PRIOR WRITTEN PERMISSION. GENERAL N6TES S11.11 Mscs Project No. 1 � -133 E 0 0 o a U M 3 O 0 0 3 m moo' os E s O' � 3 0 6 3 3 • 0 6 M N 'Q v E O u o 0 a PROGRESS 05/14/2014 PERMIT SET I 07/07/2014 Revisions Closing Date ALL RIGHTS RESERVE THESE DRAWINGS ARE THE PROPERTY OF M GS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER. WITH UT PRIOR WRITTEN PERMISSION. GENERAL N6TES S11.11 Mscs Project No. 1 � -133 T 0 s U T m STRUCTURAL COMPOSITE LUMBER (SCL I: SHALL BE MANUFACTURED BY REDBUILT LLC., OR PRE - APPROVED EQUAL IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS CONFORMING TO A CURRENT ICC EVALUATION REPORT. MIINIMUM DESIGN VALUES 1. 2x SCL: Fb = 1700 PSI, Fv = 285 PSI, E = 1300 KSI 2. 1 -3/4" SCL: Fb = 2600 PSI, Fv = 285 PSI, E = 1800 KSI 3. 3 -1/2" SCL: Fb = 2900 PSI, Fv = 285 PSI, E = 2000 KSI 4. 5 -1/4" SCL: Fb = 2900 PSI, Fv = 285 PSI, E = 2000 KSI 5. RIMBOARD: APA /EWS PERFORMANCE RATED RIM (PRR -401) 1 -1/4" MINIMUM THICKNESS MEMBERS HAVE BEEN DESIGNED TO SERVICEABILITY AND OTHER PERFORMANCE BASED REQUIREMENTS, WHICH MAY EXCEED MINIMUM DESIGN LOADS AND CODE REQUIREMENTS. SUBSTITUTIONS MUST MEET OR EXCEED MOMENT, SHEAR, AND STIFFNESS OF THOSE MEMBERS SPECIFIED AT THE SAME DEPTH AND SPACING. PRESERVATIVE TREATED WOOD REQUIREMENTS: TREATMENTS OTHER THAN THOSE LISTED BELOW ARE NOT PERMITTED. CCA: CHROMATED COPPER ARSENATE NOT PERMITTED FIR: DOUG -FIR OR HEM -FIR SBX: DOT SODIUM BORATE SP: SOUTHERN PINE ACQ: ALKALINE COPPER QUAT CBA & CA: COPPER AZOLE 2. CONNECTORS: JOIST HANGERS, STRAPS, FRAMING CONNECTORS, COLUMN CAPS AND BASES, ETC. FASTENERS: MACHINE BOLTS, ANCHOR BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE WASHERS AND NUTS. NAILS, SPIKES, WOOD SCREWS, ETC. 3. G60, G90 & G185 PER ASTM A653 FOR COLD- FORMED STEEL CONNECTORS. BATCH /POST HOT -DIP GALVANIZED PER ASTM A123 FOR STRUCTURAL STEEL CONNECTORS. HOT -DIP GALVANIZED PER ASTM A153 FOR FASTENERS OR MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.9.1 OR MORE, AS OTHERWISE SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH A 9% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3 "x3 %0.229" PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWEI) BY IBC SECTIONS 2308.9.10, 2308.9.11, AND 2308.10.4.2 OR AS RESTRICTED BY PLANS OR DETAILS, OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. FRAMING CONNECTORS: SHALL HAVE ICC APPROVAL AND BE MANUFACTURED BY SIMPSON E STRONG -TIE COMPANY, SAN LEANDRO, CA., OR PRE - APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND o QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD N HOLES AS REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS. REFER TO PRESERVATIVE TREATEIp WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. 0 N rl O 0 n l N ro Ln r� v, 3 0 r U C O m` r C 0 C y.+ V N U 00 LO M a O d' O N m LAG SCREWS: SHALL CONFORM TO ANSI /ASME STANDARD 818.2.1. LAG SCREWS SHALL BE OF A DIAMETER INDICATED ON DRAWINGS WITH A MINIMUM OF 8x DIA. EMBEDMENT IN SUPPORTING MEMBER UNLESS NOTED OTHERWISE. CLEARANCE HOLE FOR THE SHANK SHALL BE THE SAME DIAMETER A; THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE UNTHREADED PORTION OF THE SHAW. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE SCREWS OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE SCREW. LAG SCREW SHALL NOT BE DRIVEN WITH A HAMMER. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. OPEN -WEB TRUSSES AND I- JOISTS: SHALL BE MANUFACTURED BY REDBUILT LLC, OR PRE - APPROVED EQUAL IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS. MEMBERS SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE: OF WASHINGTON. THE ENTIRE OPEN -WEB TRUSS /1 -JOIST ASSEMBLY SHALL BE AS APPROVED BY CURRENT ICC -ES REPORT. MEMBERS SHALL BE DESIGNED TO CARRY THE LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLANS AND DETAILS. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLANS AND TRUSS DESIGN DRAWINGS. TRUSSES /1- JOISTS SHALL BE PROVIDED TO COMPLETE THE ROOF AND /OR FLOOR FRAMING FROM THE SHEATHING TO THE SUPPORTING MEMBERS BELOW. MEMBER DESIGNATIONS ON PLANS ARE FOR TYPICAL UNIFORMLY LOADED CONDITIONS. MANUFACTURER SHALL PROVIDE ADDITIONAL MEMBERS Aa REQUIRED TO SUPPORT SPECIAL LOADING CONDITIONS INDICATED ON DRAWINGS. TOP CHORD AT STRAP CONNECTIONS TO CONCRETE OR MASONRY WALLS SHALL BE COMPOSED OF A STRUCTURAL COMP081TE LUMBER MEMBER APPROVED BY A CURRENT ICC REPORT FOR SUCH A USE OR AT CONTRACTORS OPTION, STRAP NAIL HOLES SHALL BE PRE - DRILLED IN CHORD. PROVIDE SHOP AND INSTALLATION DRAWINGS AND CALCULATIONS PRODUCED UNDER THE SUPERVISION OF AND BEARING THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. DETAIL DRAWINGS TO INDI(IATE MEMBER TYPES, SIZE, SPACING, BRIDGING, BLOCKING, CONNECTIONS, ANCHORING, BEARING PLATE AND OTHER PERTINENT DETAILS. PROVIDE 1Y2" 0 OPEN KNOCKOUTS AT 12" O.C. ON ALL ROOF I- JOISTS. TYPICAL I -JOIST VENTED BLOCKING NO SCALE 4�'O HOLES CENTERED IN DANELS AT 8" O.C. - (3) SOLES AT 32" O.C. JOISTS, ;2) HOLES AT 24" O.C. JOISTS /2" MIN. CLR '0 TOP CHORD MEMBER DESIGN CALCULATIONS SHALL BE PROVIDED FOR STANDARD LOADING ALONG WITH DESIGN CHECKS FOR SPECIAL LOADING CONDITIONS WHICH INCLUDE FREE BODY DIAGRAMS, LOADING BREAK DOWN, DESCRIPTION OF LOADS (I.E. MECH UNIT, SUSPENDED WALL, ETC.) AND THE RATIONALE FOR LOADING DISTRIBUTION ON MULTIPLE MEMBERS. SUBMITTAL SHALL ALSO PROVIDE ANY DOCUMENTATION NECESSARY TO INTERPRET DATA INDICATED ON CALCULATIONS. MEMBERS HAVE BEEN DESIGNED TO MEET SERVICEABILITY AND OTHER PERFORMANCE BASED REQUIREMENTS, WHICH MAY EXCEED MINIMUM DESIGN LOADS AND CODE REQUIREMENTS. SUBSTITUTIONS MUST MEET OR EXCEED MOMENT, SHEAR, AND STIFFNESS OF THOSE MEMBERS SPECIFIED AT THE SAME DEPTH AND SPACING. REFER TO THE FRAMING CONNECTORS SECTION OF THESE GENERAL NOTES FOR REQUIREMENTS PLACED UPON CONNECTOR HARDWARE SPECIFIED BY TRUSS ENGINEER AND /OR PROVIDED BY TRUSS MANUFACTURER. SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13 AND COMMERCIAL PUBLICATION "SPRINKLER SYSTEM INSTALLATION WITH GUIDELINES FOR REDBUILT OPEN -WEB TRUSSES AND I- JOISTS ". LOADS HUNG FROM JOIST NOT SPECIFICALLY IDENTIFIED ON STRUCTURAL DRAWINGS SHALL NOT EXCEED 30 POUNDS AT ANY ONE POINT, NOR SHALL TOTAL LOADS IN POUNDS ON ANY ONE JOIST EXCEED 8 TIMES THE JOIST SPAN IN FEET, UNLESS DETAILED OTHERWISE ON THE DRAWINGS. ATTACHMENT OF LOADS EXCEEDING 90 POUNDS SHALL BE APPROVED PRIOR TO INSTALLATION. DO NOT NOTCH OR DRILL THRU TRUSS MEMBERS. MISCELLANEOUS: PRE - APPROVED SUBSTITUTIONS SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANICAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. SHOP DRAWINGS /SUBMITTALS THE FOLLOWING SHOP DRAWINGS /SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. STRUCTURAL ENGR. BLDG. DEPT 1. CONCRETE MIX DESIGNS X X PRESERVATIVE CONNECTORS & `' APPLICATION SPECIFIED MATERIAL TREATMENT (1) FASTENERS (2)(3) L X FOUNDATION SILL PLATES, 2x, 4x, 6x (FIR), OR SBX GALV (G60) N } TOP PLATES & LEDGERS GLULAM (SP) X 8. CONTRACTOR'S STATEMENT OF RESPONSIBILITY ACQ, CBA, CA GALV (G185) L o ON CONCRETE OR I w O MASONRY WALLS O i 3 CCA: CHROMATED COPPER ARSENATE NOT PERMITTED FIR: DOUG -FIR OR HEM -FIR SBX: DOT SODIUM BORATE SP: SOUTHERN PINE ACQ: ALKALINE COPPER QUAT CBA & CA: COPPER AZOLE 2. CONNECTORS: JOIST HANGERS, STRAPS, FRAMING CONNECTORS, COLUMN CAPS AND BASES, ETC. FASTENERS: MACHINE BOLTS, ANCHOR BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE WASHERS AND NUTS. NAILS, SPIKES, WOOD SCREWS, ETC. 3. G60, G90 & G185 PER ASTM A653 FOR COLD- FORMED STEEL CONNECTORS. BATCH /POST HOT -DIP GALVANIZED PER ASTM A123 FOR STRUCTURAL STEEL CONNECTORS. HOT -DIP GALVANIZED PER ASTM A153 FOR FASTENERS OR MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.9.1 OR MORE, AS OTHERWISE SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH A 9% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3 "x3 %0.229" PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWEI) BY IBC SECTIONS 2308.9.10, 2308.9.11, AND 2308.10.4.2 OR AS RESTRICTED BY PLANS OR DETAILS, OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. FRAMING CONNECTORS: SHALL HAVE ICC APPROVAL AND BE MANUFACTURED BY SIMPSON E STRONG -TIE COMPANY, SAN LEANDRO, CA., OR PRE - APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND o QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD N HOLES AS REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS. REFER TO PRESERVATIVE TREATEIp WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. 0 N rl O 0 n l N ro Ln r� v, 3 0 r U C O m` r C 0 C y.+ V N U 00 LO M a O d' O N m LAG SCREWS: SHALL CONFORM TO ANSI /ASME STANDARD 818.2.1. LAG SCREWS SHALL BE OF A DIAMETER INDICATED ON DRAWINGS WITH A MINIMUM OF 8x DIA. EMBEDMENT IN SUPPORTING MEMBER UNLESS NOTED OTHERWISE. CLEARANCE HOLE FOR THE SHANK SHALL BE THE SAME DIAMETER A; THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE UNTHREADED PORTION OF THE SHAW. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE SCREWS OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE SCREW. LAG SCREW SHALL NOT BE DRIVEN WITH A HAMMER. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. OPEN -WEB TRUSSES AND I- JOISTS: SHALL BE MANUFACTURED BY REDBUILT LLC, OR PRE - APPROVED EQUAL IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS. MEMBERS SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE: OF WASHINGTON. THE ENTIRE OPEN -WEB TRUSS /1 -JOIST ASSEMBLY SHALL BE AS APPROVED BY CURRENT ICC -ES REPORT. MEMBERS SHALL BE DESIGNED TO CARRY THE LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLANS AND DETAILS. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLANS AND TRUSS DESIGN DRAWINGS. TRUSSES /1- JOISTS SHALL BE PROVIDED TO COMPLETE THE ROOF AND /OR FLOOR FRAMING FROM THE SHEATHING TO THE SUPPORTING MEMBERS BELOW. MEMBER DESIGNATIONS ON PLANS ARE FOR TYPICAL UNIFORMLY LOADED CONDITIONS. MANUFACTURER SHALL PROVIDE ADDITIONAL MEMBERS Aa REQUIRED TO SUPPORT SPECIAL LOADING CONDITIONS INDICATED ON DRAWINGS. TOP CHORD AT STRAP CONNECTIONS TO CONCRETE OR MASONRY WALLS SHALL BE COMPOSED OF A STRUCTURAL COMP081TE LUMBER MEMBER APPROVED BY A CURRENT ICC REPORT FOR SUCH A USE OR AT CONTRACTORS OPTION, STRAP NAIL HOLES SHALL BE PRE - DRILLED IN CHORD. PROVIDE SHOP AND INSTALLATION DRAWINGS AND CALCULATIONS PRODUCED UNDER THE SUPERVISION OF AND BEARING THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. DETAIL DRAWINGS TO INDI(IATE MEMBER TYPES, SIZE, SPACING, BRIDGING, BLOCKING, CONNECTIONS, ANCHORING, BEARING PLATE AND OTHER PERTINENT DETAILS. PROVIDE 1Y2" 0 OPEN KNOCKOUTS AT 12" O.C. ON ALL ROOF I- JOISTS. TYPICAL I -JOIST VENTED BLOCKING NO SCALE 4�'O HOLES CENTERED IN DANELS AT 8" O.C. - (3) SOLES AT 32" O.C. JOISTS, ;2) HOLES AT 24" O.C. JOISTS /2" MIN. CLR '0 TOP CHORD MEMBER DESIGN CALCULATIONS SHALL BE PROVIDED FOR STANDARD LOADING ALONG WITH DESIGN CHECKS FOR SPECIAL LOADING CONDITIONS WHICH INCLUDE FREE BODY DIAGRAMS, LOADING BREAK DOWN, DESCRIPTION OF LOADS (I.E. MECH UNIT, SUSPENDED WALL, ETC.) AND THE RATIONALE FOR LOADING DISTRIBUTION ON MULTIPLE MEMBERS. SUBMITTAL SHALL ALSO PROVIDE ANY DOCUMENTATION NECESSARY TO INTERPRET DATA INDICATED ON CALCULATIONS. MEMBERS HAVE BEEN DESIGNED TO MEET SERVICEABILITY AND OTHER PERFORMANCE BASED REQUIREMENTS, WHICH MAY EXCEED MINIMUM DESIGN LOADS AND CODE REQUIREMENTS. SUBSTITUTIONS MUST MEET OR EXCEED MOMENT, SHEAR, AND STIFFNESS OF THOSE MEMBERS SPECIFIED AT THE SAME DEPTH AND SPACING. REFER TO THE FRAMING CONNECTORS SECTION OF THESE GENERAL NOTES FOR REQUIREMENTS PLACED UPON CONNECTOR HARDWARE SPECIFIED BY TRUSS ENGINEER AND /OR PROVIDED BY TRUSS MANUFACTURER. SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13 AND COMMERCIAL PUBLICATION "SPRINKLER SYSTEM INSTALLATION WITH GUIDELINES FOR REDBUILT OPEN -WEB TRUSSES AND I- JOISTS ". LOADS HUNG FROM JOIST NOT SPECIFICALLY IDENTIFIED ON STRUCTURAL DRAWINGS SHALL NOT EXCEED 30 POUNDS AT ANY ONE POINT, NOR SHALL TOTAL LOADS IN POUNDS ON ANY ONE JOIST EXCEED 8 TIMES THE JOIST SPAN IN FEET, UNLESS DETAILED OTHERWISE ON THE DRAWINGS. ATTACHMENT OF LOADS EXCEEDING 90 POUNDS SHALL BE APPROVED PRIOR TO INSTALLATION. DO NOT NOTCH OR DRILL THRU TRUSS MEMBERS. MISCELLANEOUS: PRE - APPROVED SUBSTITUTIONS SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANICAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. SHOP DRAWINGS /SUBMITTALS THE FOLLOWING SHOP DRAWINGS /SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. STRUCTURAL ENGR. BLDG. DEPT 1. CONCRETE MIX DESIGNS X X 2. REINFORCING STEEL SHOP DRAWINGS X `' 3. VENEER ANCHORAGE SYSTEMS X X 4. STRUCTURAL STEEL X X 5. GLU- LAMINATED MEMBERS X X 6. WOOD I- JOISTS X X 7. CONDUIT EMBEDDED IN CONCRETE X X 8. CONTRACTOR'S STATEMENT OF RESPONSIBILITY X X SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE /SPECIAL INSPECTION SECTION U Z Q CIO J W 3 W Z ]8554 PROGRFS 05/14/2014 PERMITS 07/07/2014 ReviH.rh Closing Date 6 1 w tl ALL RIGHTS RES VED THESE DRAWINGS ARE THE PROPERTY F MSGS ARCHITECTS AND ARE NOT iO BE SED OR REPRODUCED IN ANY MANNER, ITHOUT PRIOR WRITTEN PERMISSION. Sheet Title I 's G�NERAL �OTES I k Sheet No. S1912 M iGS Project No 1 13 -133 `' E V% } o 0 0 �� 0 0 r0 L SS N U I 6 O O O i 3 0) C) M E W as u �0 3 •� o p E O T m U ° D_ 3 U Z Q CIO J W 3 W Z ]8554 PROGRFS 05/14/2014 PERMITS 07/07/2014 ReviH.rh Closing Date 6 1 w tl ALL RIGHTS RES VED THESE DRAWINGS ARE THE PROPERTY F MSGS ARCHITECTS AND ARE NOT iO BE SED OR REPRODUCED IN ANY MANNER, ITHOUT PRIOR WRITTEN PERMISSION. Sheet Title I 's G�NERAL �OTES I k Sheet No. S1912 M iGS Project No 1 13 -133 T m 0 L U ED r� a N O N a: O N 0 0 0 0 =1 3 ri 0 00 LO r7 rn 3 r U c 0 m` r C 0 C v U Ll T 0 i n O 0 N m STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBQ SECTION 1704 AND AS NOTED HEREIN. STRUCTURAL AT HGR HANGER A.B. SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES SOILS VERIFY MATERIALS BELOW SHALLOW ABOVE FINISH FLOOR HT HEIGHT IBC 1705.6 ALTERNATE FOUNDATIONS ARE ADEQUATE TO ACHIEVE INTERIOR X ARGHITEGTURAL J5T J015T THE DESIGN BEARING CAPACITY BUILDING JT JOINT BLK'G BLOGKIN6 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER ANGLE BM BEAM L.L. LIVE LOAD DEPTH AND HAVE REACHED PROPER MATERIAL BOTTOM OF FOOTING X LONG LEG HORIZONTAL B.O.T. BOTTOM PERFORM CLASSIFICATION AND TESTING OF LONG LEG VERYIGAL BRG BEARING LOG. LOCATION CONTROLLED FILL MATERIALS BETWEEN X LAMINATED 5TRAND LUMBER B.U. BUILT UP VERIFY USE OF PROPER MATERIALS, DENSITIES LAMINATED VE14EER LUMBER (G =) CAMBER MAX. MAXIMUM AND LIFT THICKNESSES DURING PLACEMENT AND X M.B. MACHINE BOLT G.F.S. GOLD - FORMED STEEL COMPACTION OF COMPACTED FILL MEGHANIGAL G.J. CONTROL /GONSTRUGTION JOINT MEZZ. MEZZANINE PRIOR TO PLACEMENT OF COMPACTED FILL, CENTERLINE MFR MANUFACTURER GLR. GLEARANGE OBSERVE SUBGRADE AND VERIFY THAT SITE HAS MINIMUM X CONCRETE MASONRY UNIT MISC. MISCELLANEOUS BEEN PREPARED PROPERLY COLUMN MTL METAL GONG. STRUCTURAL MATERIAL VERIFICATION OF STRUCTURAL STEEL NEAR FACE CONN. MANUFACTURER TO PROVIDE AISC 360 CHAPTER N5 STEEL A. FOR STRUCTURAL STEEL, IDENTIFICATION CONSTRUCTION X CERTIFIED MILL TEST REPORTS AISC 341 CHAPTER J6 CONTINUOUS MARKINGS TO CONFORM TO AISC 360 ON GENTER GONTR. GONTRAGTOR OPN'G OPENING B. MANUFACTURER'S CERTIFIED MILL TEST GOORDINATE X OPPOSITE G.P. COMPLETE PENETRATION REPORTS POWDER ACTUATED FASTENER GTRV CENTERED PERP. PERPENDIGULAR'. MATERIAL VERIFICATION OF WELD FILLER CUBIC, YARD R MANUFACTURER TO PROVIDE AISC 360 CHAPTER N5 DOUBLE MATERIALS PARTIAL PENETRATION D.F. CERTIFICATE OF COMPLIANCE P.P.T. PRESERVATIVE PIR� TREATED A. IDENTIFICATION MARKINGS TO CONFORM TO DIAMETER X POUNDS PER SQUARE FOOT DIAS. DIAGONAL AWS SPECIFICATIONS LISTED IN GENERAL NOTES PARALLAM DIM. DIMENSION P.T. POST TENSION B. MANUFACTURER'S CERTIFICATE OF DEAD LOAD X PLYWOOD DW6 DRAWING COMPLIANCE REINFORCING DWL DOWEL REQ'D REQUIRED INSPECTION OF WELDING EXISTING 5GHED. SPECIAL INSPECTIONS IN THIS AISC 360 CHAPTER N5 EACH A. COMPLETE AND PARTIAL JOINT PENETRATION X E.F. SECTION ARE WAIVED WHERE AISC 341 CHAPTER J6 SHEATHING GROOVE WELDS ELEVATION SIM. FABRICATION IS PERFORMED ON THE AWS D1.1 ELEVATOR B. MULTI -PASS FILLET WELDS X EN6R. PREMISES OF A FABRICATOR 50. SQUARE C. SINGLE -PASS FILLET WELDS > 5/16" X 5TO REGISTERED AND APPROVED IN E.W. EACH V4AY D. PLUG AND SLOT WELDS X EXP. ACCORDANCE WITH IBC SECTION STL STEEL E. SINGLE -PASS FILLET WELDS 5 5/16" EXTERIOR X 1704.2 FON FOUNDATION T$B F. FIELD - INSTALLED WELDED STUDS F.F. X T$6 TONGUE AND GROOVE FLR G. WELDING OF STAIRS AND RAILING SYSTEMS _T X F.O.M. FACE OF MASONRY T.O.F. INSPECTION OF STEEL FRAME JOINT DETAILS FOR F.O.5. FACE OF STUD T.O.S. TOP OF STEEL FRM'6 COMPLIANCE WITH APPROVED CONSTRUCTION TRTV X F.R.T. FIRE RETARDANT TREATED TYP. DOCUMENTS F.S. FAR 51DE U.N.O. UNLESS NOTED OTHERWISE CONCRETE REINFORCING STEEL AND PLACEMENT U.T. X SPECIAL INSPECTIONS NOT REQUIRED ACI 318:3.5,7.1 -7.7 VERT. VERTICAL 6ALV. 6ALVANIZED FOR THE FOLLOWING CONDITIONS: IBC 1910.4 GL. 6LULAM ANCHORS CAST IN CONCRETE -PRIOR TO AND WORK POINT 6R. ACI 318: 8.1.3, 21.2.8 WT DURING PLACEMENT OF CONCRETE 6WB GYPSUM WALL BOARD NON- STRUCTURAL SLAB ON GRADE IBC 1908.5, 1909.1, HDR HEADER X CONCRETE FOUNDATION WALLS WITH 1705.2.1, AISC 360 f'c 5 2500 PSI SECTION N7 ANCHORS POST- INSTALLED IN HARDENED X ACI 318: 3.8.6, 8.1.3, 21.2.8 CONCRETE ISOLATED SPREAD FOOTINGS FOR IBC 1909.1 BUILDINGS THREE- STORIES AND VERIFY USE OF REQUIRED DESIGN MIX ACI 318, X LESS ABOVE GRADE PLANE IBC 1904.2, 1910.2, 1910.3 2, 1910.2, 1 CONTINUOUS FOOTINGS SUPPORTING SAMPLING OF FRESH CONCRETE, SLUMP TEST, ASTM C172, C31 AIR CONTENT, TEMPERATURE OF CONCRETE AT X WALLS OF THREE - STORIES AND ACI 318:5.6, 5.8 TIME OF MAKING SPECIMENS LESS ABOVE GRADE PLANE IBC 1910.10 WHERE WALLS ARE LIGHT -FRAME MAINTENANCE OF SPECIFIED CURING ACI 318:5.11 -5.13 CONSTRUCTION AND STRUCTURAL TEMPERATURE AND TECHNIQUES X DESIGN IS BASED ON F'c s 2500 PSI IBC 1910.9 MATERIAL VERIFICATION OF REINFORCEMENT X MANUFACTURER SHALL PROVIDE IBC 1705.12.1 STEEL FOR ASTM A615 REINFORCING MILL TEST REPORTS WOOD FRAMING SHEAR WALL NAILING X SPECIAL INSPECTION NOT REQUIRED IBC 1705.10.1, 1705.11.2 FOR FASTENER SPACING > 4" O.C. DIAPHRAGM NAILING X SPECIAL INSPECTION NOT REQUIRED IBC 1705.10.1, 1705.11.2 FOR FASTENER SPACING > 4" O.C. NAILING, BOLTING, AND ANCHORAGE OF IBC 1705.10.1, 1705.11.2 COMPONENTS THAT ARE PART OF DRAG STRUTS, BRACES AND HOLD -DOWNS THAT ARE PART OF X THE SEISMIC RESISTING SYSTEM PREFABRICATED WOOD STRUCTURAL ELEMENTS X SHOP INSPECTION FOR TRUSSES IBC 1704.2.5. SUSPENDED ANCHORAGE AND SEISMIC BRACING X ASCE 7 -10, APPENDIX 11A CEILINGS ANCHORED INSPECTION PROGRAM SHALL VERIFY: VERIFICATION AT BEGINNING OF IBC 1705.11.5, 1704.5 VENEER 1. SIZE, TYPE OF VENEER ANCHORS X CONSTRUCTION ACI 530 /ASCE5 /TMS402 2. SIZE, GRADE OF JOINT REINF. X 3. PROPORTIONS OF MORTAR X 4. CONSTRUCTION OF MORTAR JOINTS X 5. INSTALLATION OF TIES X TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.5. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. > REVIEW OF TESTING AND INSPECTION REPORTS. > REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. ABBREVIATION LI5T ® AT HGR HANGER A.B. ANCHOR BOLT HORIZ. HORIZONTAL ADD'L ADDITIONAL H55 HOLLOW 5TRUG -TURAL SECTION A.F.F. ABOVE FINISH FLOOR HT HEIGHT ALT. ALTERNATE INT. INTERIOR ARCH. ARGHITEGTURAL J5T J015T BLDG BUILDING JT JOINT BLK'G BLOGKIN6 L ANGLE BM BEAM L.L. LIVE LOAD B.O.F. BOTTOM OF FOOTING LLH LONG LEG HORIZONTAL B.O.T. BOTTOM LLV LONG LEG VERYIGAL BRG BEARING LOG. LOCATION BTWN BETWEEN LSL LAMINATED 5TRAND LUMBER B.U. BUILT UP LVL LAMINATED VE14EER LUMBER (G =) CAMBER MAX. MAXIMUM GANT. CANTILEVER M.B. MACHINE BOLT G.F.S. GOLD - FORMED STEEL MEGH. MEGHANIGAL G.J. CONTROL /GONSTRUGTION JOINT MEZZ. MEZZANINE C� CENTERLINE MFR MANUFACTURER GLR. GLEARANGE MIN. MINIMUM GMU CONCRETE MASONRY UNIT MISC. MISCELLANEOUS COL. COLUMN MTL METAL GONG. CONCRETE N.F. NEAR FACE CONN. GONNEGTION N.5. NEAR SIDE CON5T. CONSTRUCTION NT5 NOT TO SCALE GONT. CONTINUOUS O.G. ON GENTER GONTR. GONTRAGTOR OPN'G OPENING GOORD. GOORDINATE OPP. OPPOSITE G.P. COMPLETE PENETRATION P.A.F. POWDER ACTUATED FASTENER GTRV CENTERED PERP. PERPENDIGULAR'. G.Y. CUBIC, YARD R PLATE DBL. DOUBLE P.P. PARTIAL PENETRATION D.F. DOUGLAS FIR P.P.T. PRESERVATIVE PIR� TREATED DIA. OR (1) DIAMETER P.5.F. POUNDS PER SQUARE FOOT DIAS. DIAGONAL P5L PARALLAM DIM. DIMENSION P.T. POST TENSION D.L. DEAD LOAD PW. PLYWOOD DW6 DRAWING REINF. REINFORCING DWL DOWEL REQ'D REQUIRED (E) EXISTING 5GHED. SCHEDULE EA. EACH S.G.L. STRUCTURAL GOMPO5ITE LUMBER E.F. EACH FAGE 5HT'6 SHEATHING EL. ELEVATION SIM. SIMILAR ELEV. ELEVATOR 5.0.6. SLAB ON 5RAD� EN6R. ENGINEER 50. SQUARE EQ. EQUAL 5TO STANDARD E.W. EACH V4AY STIFF. STIFFENER EXP. EXPANSION STL STEEL EXT. EXTERIOR 5TRUCT. STRUCTURAL FON FOUNDATION T$B TOP $ BOTTOM F.F. FAR FACE T$6 TONGUE AND GROOVE FLR FLOOR THIRD THREADED F.O.M. FACE OF MASONRY T.O.F. TOP OF FOOTING F.O.5. FACE OF STUD T.O.S. TOP OF STEEL FRM'6 FRAMING TRTV TREATED F.R.T. FIRE RETARDANT TREATED TYP. TYPICAL F.S. FAR 51DE U.N.O. UNLESS NOTED OTHERWISE FT5 FOOTING U.T. ULTRASONIC TESTED GA. 5A6E /5AU6E VERT. VERTICAL 6ALV. 6ALVANIZED W/ WITH GL. 6LULAM N.P. WORK POINT 6R. GRADE WT WEIGHT 6WB GYPSUM WALL BOARD W.W.R. WELDED WIRE RONFORGING HDR HEADER CD U M U O � w M V P O L O D� o oD T C 6 O Or 0 3 0 0 �n 'a E T 0 U Z Q m J W W Z "0 SAS. 30554 9 L ONAL PROGRESS I 1 05/14/201, PERMIT SET 071071201, Rev SMn i Closing Date I , a h ALL RIGHTS RESERV D THESE DRAWINGS ARE THE PROPERTY OF h SGS ARCHITECTS AND ARE NOT TO BE USE OR REPRODUCED IN ANY MANNER, WIT OUT PRIOR WRITTEN PERMISSION. Si eet Ti9e 4 f GE ERAL N TES I I eet N. S1.13 MSGi Project No. 13-133 T W 0 r U T m a N O N O N r O O H 0) 3 O N m ao r� fn 3 L U C O m` E C O_ C U IN 00 n n N 0 O O N x I �1 1 A B C D E F FOUNDATION PLAN RAN INS 14- pp FOUNDATION NOTES 1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. FINISH FLOOR = 0' -0" A.F.F. UNLESS NOTED OTHERWISE. 2. 3. 4. 5. F 6. 7. ��• 8. [ ] INDICATES WOOD STUD WALL. WOOD STUDS SHOULD ALIGN WITH JOIST LAYOUT AND BE SPACED ® 24" O.C. MAXIMUM UNLESS NOTED OTHERWISE. PROVIDE 7/16" WOOD SHEATHING AT ALL EXTERIOR WALLS NAILED WITH 8d ® 6" O.C. AT ALL PANEL EDGES (PROVIDE 2x BLOCKING AT UNSUPPORTED PANEL EDGES) AND 8d @ 12" O.C. AT INTERMEDIATE FRAMING TYPICAL UNLESS NOTED OTHERWISE. SEE NOTE #9 FOR ADDITIONAL SHEAR WALL NAILING, INDICATES CONCRETE WALL FOOTING 1' -6" UNLESS NOTED OTHERWISE. SEE 53.10 FOR TYPICAL FOOTING DETAILS. INDICATES MASONRY VENEER. FOR ATTACHMENT OF VENEER TO BACKING SEE GENERAL NOTES. INDICATES CONCRETE SPREAD FOOTING. SEE 8/S3.10 FOR SCHEDULE. INDICATES HOLLOW STRUCTURAL SECTION STEEL COLUMNS ORIGINATING AT FOUNDATION. INDICATES WOOD STUD BUILT -UP COLUMN. SEE 2/S4.10 FOR TYPICAL DETAIL. INDICATES SPECIAL BUILT -UP WOOD STUD COLUMN REQUIREMENTS UNDER HEADER. FOR TYPICAL FRAMING REQUIREMENTS AT OPENING IN STRUCTURAL WALLS SEE 54.10 FOR TYPICAL DETAIL. 9, OX OORR `J INDICATES SPECIAL WOOD STUD WALL TYPE. SEE 5/54.10 FOR SCHEDULE. 10. 1 % INDICATES HOLDOWN. SEE 4/54.11 FOR SCHEDULE. 11. / INDICATES DEPRESSED OR SLOPED SLABS. FOR SLOPE AND EXACT LOCATION SEE ARCHITECTURAL DRAWINGS. 12. FOR TYPICAL CONCRETE SLAB -ON -GRADE DETAILS SEE 53.11. 13. FOR TYPICAL PLACEMENT OF STEM WALL REINFORCEMENT, STEPS IN FOOTING AND FOUNDATION CONSTRUCTION JOINTS SEE DETAILS 6/S3.10, 4/S3.10, & 7/S3.10. 14. FOR TYPICAL EXCAVATION LIMITATIONS IN THE PROXIMITY OF FOUNDATIONS SEE 5/53.10. 15. FOR TYPICAL VERTICAL PIPE PENETRATIONS IN STEM WALL SEE 2/54.11. 16. NON- STRUCTURAL STUD WALLS ARE NOT SHOWN OR SHOWN SCREENED. FOR LOCATION SEE ARCHITECTURAL DRAWINGS. FOR BRACING AT TOPS OF WALLS SEE S4.12. �£ o� n l M � O � w c V ; M ' V P O a Cn U U LA U INn V Z Q N J Q Cie W 0 W LL Q C� C J O PERMIT 5ET =s 0� O a T C O O O s � O a 3 O p LD 'a E T 0 3 _ U Z Q on w Lu w z 05/14/2014 07/07/2014 Revisions i Closing Date e w f i ALL RIGHTS SERV ED THESE DRAW I NGS ARE THE PRO PER1 Y OF MSGS ARCHITECTS AND ARE NOT TO IE USED OR REPRODUCED IN ANY MANNE Z, WITHOUT PRIOR WRITTEN PERMISSION. Sheet Title f f I FOUNDATION PLAN I Sheet No, 2910 j MSGS Project No. 13 -133 V, 0 0 L U T m E a N 0 N d O N n O 0 rn 3 0 N N 0 00 LO M d m rn 3 r U C O m E C O C N U L� 0 m M d i V1 0 O 0 N V o OC�) (DD w -v 4' -V' 2V " -0 L 2U' -0 I0� -0 19/32" PH. 5HT'6 -- 51MP50N GM5TG Ibx5O' -O" 5TRAP AT RIM J5T MFR DE516N FOR 14 P5F NET UPLIFT (A5D -WIND) I (3) all 51MP50N 651806' O STRAP W/ 2x FLAT N BLK'6 BTWN JST 5 W AT 5OFFI Ic 5 IC 4. "1P50N GG TYPE )L. GAP 10 H16H 4 LOW 10) TOTAL -� 3%8x9" 6L. P.O.G. AT 4' -0" AT LOW 3%6x9 6L. - P.O.G 51MP50N GG TYPE COL. GAP 3%8x9" 6L. P.O.G. AT 4' -0" AT LOW CANOPY . _ X33, 5 19/32" PK 5HT'6 A T I SOFFIT 54Ij2 ARCH 8) 51M. _ O E 51MP50N GM5 G I(gx4O' -O" 5TRAP AT RI - 2x FLAT BLK'6 WHERE 5TRAP EXTEN05 BEYOND RIM I I b ADD 'L JST AS 54.13 REQ'D AT ED6E it i O v N xv 4— v O o _ O • RIM Cyzl NM�� 3 - (312x� a 5 J5T MFR DESIGN TOP CHORD FOR 2-350" WIND ASD ADLOAD B C D ROOF FRAMING PLAN Lq�Ilfi W/ 2x FL T BLK'6 BT 0 v � ® NO 1/e " =1' -0" (3)2x6 7 -.�I II �_- 1 y • � M ! o ®MROf�� AIR�uI 50LAR PHOTOVOLTAIG PANELS PER ARCH - J5T MFR DE516N FOR 5P5F ADLOAD E =�Z:r.. — EliI J -- (3)2x6 6 �I 5 7 J5T MFR DESIGN FOR Opp. 6 14 P5F NET UPLIFT AT HAND 54.13 OVERHAN (A5D -WIND) 6x10 FLAT H16H AND LOW E F H 0 Z ROOF FRAMING NOTES 1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. FINISH FLOOR = 0' -0" A.F.F. UNLESS NOTED OTHERWISE. 2.____ INDICATES STRUCTURAL WALL EXTENDING TO ROOF STRUCTURE. 3. INDICATES PENETRATION IN ROOF STRUCTURE. 4 "(G =_ ")" INDICATES CAMBER FOR GLULAM BEAMS. C =0" UNLESS NOTED OTHERWISE. 5. PROVIDE 19/32" WOOD SHEATHING OVER ENTIRE ROOF STRUCTURE. NAIL WOOD ROOF SHEATHING WITH 8d ® 6" O.C. AT ALL SUPPORTED PANEL EDGES AND 8d 0 10" O.C. AT INTERMEDIATE FRAMING. TYPICAL UNLESS NOTED OTHERWISE. 6. FOR SUPPORT OF MISCELLANEOUS MECHANICAL EQUIPMENT AND PIPES FROM ROOF STRUCTURE SEE 54.12. 7. JOIST MANUFACTURER DESIGN ALL JOISTS FOR 7PSF NET UPLIFT U.N.O. (ASD— WIND). E I I b ADD 'L JST AS 54.13 REQ'D AT ED6E it i O O 4— sa.11 N FIT 5412 M U 5a .0 2x O O o ° 3 MO 0) U • RIM Cyzl NM�� 3 - (312x� a 5 J5T MFR DESIGN TOP CHORD FOR 2-350" WIND ASD ADLOAD B C D ROOF FRAMING PLAN Lq�Ilfi W/ 2x FL T BLK'6 BT 0 v � ® NO 1/e " =1' -0" (3)2x6 7 -.�I II �_- 1 y • � M ! o ®MROf�� AIR�uI 50LAR PHOTOVOLTAIG PANELS PER ARCH - J5T MFR DE516N FOR 5P5F ADLOAD E =�Z:r.. — EliI J -- (3)2x6 6 �I 5 7 J5T MFR DESIGN FOR Opp. 6 14 P5F NET UPLIFT AT HAND 54.13 OVERHAN (A5D -WIND) 6x10 FLAT H16H AND LOW E F H 0 Z ROOF FRAMING NOTES 1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. FINISH FLOOR = 0' -0" A.F.F. UNLESS NOTED OTHERWISE. 2.____ INDICATES STRUCTURAL WALL EXTENDING TO ROOF STRUCTURE. 3. INDICATES PENETRATION IN ROOF STRUCTURE. 4 "(G =_ ")" INDICATES CAMBER FOR GLULAM BEAMS. C =0" UNLESS NOTED OTHERWISE. 5. PROVIDE 19/32" WOOD SHEATHING OVER ENTIRE ROOF STRUCTURE. NAIL WOOD ROOF SHEATHING WITH 8d ® 6" O.C. AT ALL SUPPORTED PANEL EDGES AND 8d 0 10" O.C. AT INTERMEDIATE FRAMING. TYPICAL UNLESS NOTED OTHERWISE. 6. FOR SUPPORT OF MISCELLANEOUS MECHANICAL EQUIPMENT AND PIPES FROM ROOF STRUCTURE SEE 54.12. 7. JOIST MANUFACTURER DESIGN ALL JOISTS FOR 7PSF NET UPLIFT U.N.O. (ASD— WIND). Tr Z m i J W i W Z PROGRESS 05/14/2014 PERMIT SEt 07/07/2014 i 4 Revisions ClDing Date s ALLRIGHTS RESE VED THESE DRAWINGS ARE THE RE 'PEAT" MSGS ARCHITECTS AND ARE NOT TO BE ED OR REPRODUCED IN ANY NWNNER. ITHOUT PRIOR WRITTEN PERMISSION. Sheet Title w R00 FRAMING LAN m i d i Sheet No. S .20 M GS Project No. 13 -133 E L O O 4— o N L T C M U O O o ° 3 MO 0) U v 3 �0 3 • � 0 O P E CD T Q ° �U Tr Z m i J W i W Z PROGRESS 05/14/2014 PERMIT SEt 07/07/2014 i 4 Revisions ClDing Date s ALLRIGHTS RESE VED THESE DRAWINGS ARE THE RE 'PEAT" MSGS ARCHITECTS AND ARE NOT TO BE ED OR REPRODUCED IN ANY NWNNER. ITHOUT PRIOR WRITTEN PERMISSION. Sheet Title w R00 FRAMING LAN m i d i Sheet No. S .20 M GS Project No. 13 -133 I [a m E a 0 N I 0 N 0 Q) 0 .i 0) 3 o_ M N Ip u� N rn 3 0 t U 0 m` E r C O C a) U O _T O 00 M 0 0 0 N 2x STUD WALL —� SHT'6 VENEER- SEE GENERAL NOTES FOR ANCHORAGE — 8d ® b" 0.6. EXTEND REINF. INTO 4" GMU AT PLANTER - FINI5H GRADE - PLANTER ? < AT SIM.� � N I'-I" AT 2xb STUD AND I'-5" AT 2xI( PL WASHER 3"x3"xI/4" 6ALV. TRT'D 2x T'T W/ 5/8" A.B.5 AT 4' -0" O.G. - EMBED 7" MIN. 15# BLD6 PAPER OR VAPOR BARRIER (2) #4 GONT. AT TOP INSULATION SEE ARCH #4 DOWEL ® 16" O.G. EA. FAGE #4 GONT. ® 12" O.G. EA. FACE FOR STEM WALL GREATER THAN 12" TALL 11.1 AT 2" GLR. (2) #5 GONT. 3" GLR. SEE PLAN TYPIGAL FOUNDATION AT EXTERIOR STUD WALL WITH VENEER n SECTION PIPE PARALLEL TO WALL- NO SCALE FT6 FT6 2x STUD WALL - 5HT'6 --- R WASHER 3 "xY'A /4" 6ALV 8d @ 6" O.G. - FINI5H GRAPE TRT'D 2x h'_ N 5/8"(P A.B.'S AT 4' -0" O.G. - EMBED -Y MIN. 15# BLD6 PAPER OR VAPOR BARRIER (2) #4 GONT. AT TOP INSULATION SEE ARCH. #4 DOWEL ®Ib" O.G. f I' -2" EA. FACE #4 GONT. ® 12" O.G. FOR — STEM WALL GREATER THAN 12" TALL - TYP. J2 " GWLR. I '--- (2) #5 GONT. 3" GLR. SEE PLAN TYPICAL FOUNDATION AT EXTERIOR STUD WALL 2 SECTION 53.10 NO SCALE GONG. BAGKFILL BELOW FT6 Y2 EXCAVATION WIDTH OF PERMITTED BELOW FT6 MIN. PRIOR TO LOADING 01OO°oo0g�0o TYPIGAL FOR PARALLEL PIPES ADJACENT TO FOOTINGS s°, NOTES: so I. FOUNDATIONS SHALL NOT BE LOADED PRIOR TO COMPLETING a8 STRUCTURAL BAGKFILL UNDER $ NEAR FOOTINGS. ao O 2. GONGRETE BAGKFILL SHALL BE USED UNDER FOOTINGS WHERE o° i COMPACTION CANNOT BE ACCOMPLISHED. a 3. ALL STRUCTURAL BAGKFILL NOTED SHALL BE COMPACTED TO o °I i OF MAX. DENSITY PER A5TM. STRUCTURAL BAGKFILL 4. A PIPE SLEEVE SHALL BE PROVIDED FOR 5HALLOW PIPES CAST WITHIN (2) -TIMES THE IN GONGRETE. TRENCH DEPTH EA. 5. PIPES SHALL NOT BE PLACED IN THE FOOTING WITHOUT 5PEGIFIG 51DE OF Flf6 APPROVAL FROM THE ENGINEER. 6. FOR VARIATIONS GONTAGT ENGINEER. TYPIGAL FOR PERPENDICULAR PIPES UNDER FOOTINGS SEC 5� NO SCALE SEE ARCH. FOR ROUGH INTERFACE REVEALS V2" DEEP x 1/3 WALL LAP SPLIGE5 - W/ 1/4" UNIFORM LAP SPLICE =S - WIDTH KEY WAY NOTES GENERAL AMPLITUDE NOTES NERAL EITHER MIN. -L SLAB TOP EITHER SIDE I/2" WIDTH OF \-6" PVG CONT. WATER5TOP NORMAL REINF. GONT. THRU l^IATERSTOP F EXTERIOR WALL OR JOINT -SEE APPLICABLE MIN. BASEMENT (W/ WELDED DETAILS FOR REINF. JOINTS) TYPICAL AT VERTICAL WALL JOINTS TYPICAL AT GONGRETE GRADE BEAMS $ FOOTIN('S NOTE: OBTAIN APPROVAL OF ENGINEER FOR LOCATION OF ANY GON5T. JOINTS. 7 TYPICAL FOR AND FOOTN65 CONSTRUCTION JOINTS �5 NO 5GALE 51MP50N ABU BASE GONG IL\I (4) #4 EA. WAY 3" SECTION 1 I' -0" 5/8" (P EXP. ANCHOR - EMBED 6" 2" GLR, TYR #5 VERT: (2) BARS AT E06E I" GLR.— 3" MAX., I" MIN. 2x STUD WALL - 5HT'6 —� 3 "x3 "A /4" 6ALV. TL NA5HER — 8d ® 6" O.G. -- 4" MIN. II" AT 'IN" 20" 3" GLR. 2" GLR. ..W.. SEE PLAN TRTV 2x it W/ 5/8" cP A.B.5 ® 4'1 O.G. - EMBED 7" MIN. 15# BLD'6 PAPER OR VAPOR BARRIER (2) #4 GONT. AT TOP DOWEL ® 16" O.G. (2) #5 GONT. TYPICAL FOUNDATION AT INTERIOR BEARING STUD WALL SECTION 53.10 NO SCALE LAP SPLICES - SEE GENERAL NOTES PLACE CORNER BARS ALTERNATELY AS LAP SPLIGE5 - SEE GENERAL NOTES LAP SPLICES - SEE GENERAL NOTES U BAR TO MATGH 51ZE $ 5PAGIN6 OF HORIZ. REINF. REINF. SAME SIZE $ 5PAGIN6 AS LONGITUDINAL FTC REINF. (LAP 2' -0" MIN. W/ LONGITUDINAL FT6 REINF) 4'-O" MIN. 2 MIN.L EQ. O LONGITUDINAL N FT6 REINF. MIN. DIMENSION SAME AS FT(5 THICKNESS 7\7/-\\77\7/-\7, 0 TYPICAL STEPPED FOOTING NO SCALE NOTES: I. VERT. REINF. SHOWN 15 ADD'L IF NORMAL STEM WALL REINF. 15 NOT IN PROPER LOCATION. 2. CORNER BARS ARE SAME 51ZE $ SPACING AS HORIZ. REINF. 3. GO" 5TD HOOK MAY BE SUBSTITUTED FOR GORNER BARS. SEE NOTE #5. 4. REINF. AT ALL CORNERS, ENDS, $ INTERSECTIONS OF WALLS SHALL BE PLACED IN ACCORDANCE W/ APPROPRIATE DETAIL SHOWN. 5. USE 90" STD HOOK FOR EMBEDMENT LE55 THAN 24" PAST FACE OF WALL. / � —MIN. GLR. PER GENERAL NOTES +I/2" MAX. TYPIGAL REINFORGIN6 PLACEMENT FOR CAST IN PLACE CONCRETE WALLS AND STEM WALLS DETAIL NO SCALE MARK DIMENSIONS REINF. EA. WAY GB TYPE BASE O^ F3.5 311 II" (3) #4 F4.0 4' -0" 20" (4) #4 TOP $ BOT. F4.5 4' -b" 20" (4) #5 TOP $ BOT. REINF. "W" (EA. WAY) (EVENLY I 2" GLR. H - 3" 7,x /xnx GLR. 6" MAX. TYP 5EGTION NOTES: I. CENTER ALL FOOTINGS ON COLUMN ABOVE EXCEPT AS SHOWN OTHERWISE. 2. FOOTINGS SHALL BEAR ON UNDISTURBED OR COMPACTED MATERIAL, SEE GENERAL NOTES. DE516N BEARING PRESSURE 15 1500 P5F. TYPIGAL GONGRETE SPREAD FOOTING DETAILS SECTION NO SCALE 5/8" BR6 If W/ (4) 5/8" (P A.B.5 2 EMBED 7" MIN. 1/2" OVERSIZED + HOLE W/ PL �-(4) #5 DWLS SPREAD FOOTING �g SECTION 53.10 I " =1' -0 " FT6, E) PER 53 io ASPHALTIC EMULSION 3/4" NON - SHRINK J L GROUT TYP. FT6 5EEss.io � TYPICAL STEEL GOLUMN AT SPREAD FOOTING SECTION NO SCALE I Closing Dote STL GOL. SEE GB TYPE BASE O^ COL. PER PLAN FDN PLAN 3 o +O /16 IS# BLDG PAPER OR VAPOR BARRIER #4 TIES AT b" O.G. GONG. CURB 15# BLD'6 PAPER MIN. PER ARCH. ALL AROUND GOL. U ALL AROUND O 10" 50. PLINTH 5LAB/PAVIN6 I I PAINT ALL STEEL PER ARCH. I I BELOW FLOOR W/ U `l P �-(4) #5 DWLS SPREAD FOOTING �g SECTION 53.10 I " =1' -0 " FT6, E) PER 53 io ASPHALTIC EMULSION 3/4" NON - SHRINK J L GROUT TYP. FT6 5EEss.io � TYPICAL STEEL GOLUMN AT SPREAD FOOTING SECTION NO SCALE U Z m J w w Z PROGRESP 05/14/2014 PERMITS 07/07/2014 Revisions I Closing Dote i O^ r -4— U O ALL RIGHTS RESVED THE PROPERTY ARE NOT TO BE ANY MANNER, PERMISSION. U `l P r�U 60 o E ° °3 m i •� o M V ,n 'Q P E O M 0 a a � 1 U Z m J w w Z PROGRESP 05/14/2014 PERMITS 07/07/2014 Revisions I Closing Dote i r ALL RIGHTS RESVED THE PROPERTY ARE NOT TO BE ANY MANNER, PERMISSION. vk THESE DRAWINGS ARE MSG ARCHITECTS AND SED OR REPRODUCED IN ITHOUT PRIOR WRITTEN [ Sheet Title FOU DATION ETAILS Sheet No, S.10 M GS Project No. 13 -133 Ti. N 0 r U m E a 0 N <h O N n 0 0 0 .11 3 r7 00 Ln M (n 3 D s U C O L m C O C N C) U O L� co M 7 N 0 O 0 N NOTE: LOGATE JOINTS AT NON - BEARING WALL5 WHERE POSSIBLE- SUBMIT PATTERN TO ARCH. FOR APPROVAL I/8" 5AWGUT x 1/4 SLAB DEPTH - SAW WITHIN 4 TO 12 HOURS OF POURING SLAB - FILL W/ MASTIC, TYPICAL CONTROL JOINT FOR FIBER REINFORCED SLAB ON GRADE GONT. 1x2 NOM. SHEAR KEY — 2' -0" 12" TOOLED JOINT R =118" MIN. TYPICAL GON51FRUGTION JOINT FOR FIBER REINFORCED SLAB ON GRADE C) SECTION OPTIONAL GON5T. JT SEE ARCH. FOR FINISH NORMAL I SLAB MAX .L THIGKNE55 Oil #4 NjtL ® 2' -0" O.G. AT OPTIONAL GON5T. JT FOR STEPS ? 4" NO SCALE GLR r#4 NOSING BAR FOR STEPS GREATER THAN 5" NORMAL SLAB THIGKNE55 EQUAL TO SLAB THIGKNE55 TYP16AL SLAB STEPS OR DEPRESSIONS �5 DETAIL 53.11 NO SCALE 5HT'6 2x4 TOP fi 1/4" NOTE: PROVIDE 2xb FLAT JAMB STUDS AT OPNG5 W/ 2x4 HEADER AND SILL. EDGE NAIL PAVING /CURB PER ARCH WALL BEYOND #4 - EXTEND 2' -0" PAST EA. ED6E OF OPN'G (HOOK BAR5 THAT CANNOT BE EXTENDED) i SLAB JOINT AT FDN WALL BEYOND OPN6 - SEE ARCH. (015GONTINUE AT FOR EXACT OPN'G) LOCATION NORMAL FTC, GONT. AGRO55 OPN'G (REINF. NOT SHOWN) TYPICAL FIBER REINFORCED SLAB AT INTERIOR BEARING WALL OPENING 2 SECTION 53.11 NO SCALE 2x STUD WALL B.U. HDR PEiZ PLAN — 51MP50N DTG b" O.G. EA. FACE 3/16'(P 51MP50N TITIEN 5GREW ® 1:2" O.G. - EMI3ED 1!/2" 2xD TRT'D I SLAB ON GRADE SECTION BLOGKOUT FDN WALL AT OPN'6 - FOR THICKNESS OF SLAB SEE ARCH.—, 30# BLOC PAPER BTWN WALL S 5LA'. (1) #4 - EXTEND 2' -0" PAST EA. EDGE OF OPNG (HOOK BARS THAT GANNOT BE EXTENDED) #4x3' -O" ® 12" O.G. AT OPN'G INSULATION SEE ARCH. NORMAL GONT. FDN WALL 3 FTC, (REINF. NOT SHOWN) TOP HORIZ. REINF. SAME AS NORMAL WALL TOP REINF. - LAP W/ NORMAL WALL TOP HORIZ. I' -b" MIN. EA. EDGE OF OPN'G TYPICAL FIBER REINFORGED SLAB AT EXTERIOR OPENING SECTION NO SCALE )/ \ I!.�" TYP. FDN WALL AT EN05 OF WALL AT OPENINGS MORE THAN 2'1 NOTES: I. AROUND OPENIN65 i l OR LE55 NO ADDITIONAL REINFORCING REQUIRED. 2. REINFORGING 5HOWN 15 #4 AT SLAB MID - DEPTH. HOOK BAR5 THAT CANNOT BE EXTENDED. TYPIGAL SLAB ON GRADE 0I56ONTINUITY REINFORGEMENT PLAN DETAILS NO SCALE of ¢ f VJ so REPRODUCED IN t1T ANY MANNER, WITH PRIOR WRITTEN PERMISSION. e ° i 0 o "E' v U U T C C M 0 Z U o0 o ° � 3 a O w J ° c L w E a� �3 z a3 w ¢ Z W �I O v W P E O U T M a i f# k { f I k ¢ f � ARE NOi TO BE USER REPRODUCED IN t1T ANY MANNER, WITH PRIOR WRITTEN PERMISSION. e i 0 U 0 Z af � m O J w z w ¢ Z W O W Z O U k e I l PROGRESS 05/14/2014 PERMIT SET 07/07/2014 i Revisions Closing Date ALL RIGHTS RESERVE HESE DRAWINGS ARE V THEPROPERTOEMSARCHITECTS AND ARE NOi TO BE USER REPRODUCED IN t1T ANY MANNER, WITH PRIOR WRITTEN PERMISSION. e Shda.t Title FOUNQATION DETAILS Shut No S311 MSGS oJecf No. 13.133 0 0 s U m a 0 N I 0 N 0 0 v m 0 ±11 O o 0 00 M 3 0 r U C 0 m E C O C v U v T 0 w M d 0 ° DBL. TOP R- NAIL GONT. IAV (2) ROW5 I bid ® b" 0.G — HEADERS SHALL BE 6x10 MIN AT 2x6 WALLS I$ 4x10 MIN. AT 2x4 WALLS U.N.O. HEADERS INSTALLED TI6HT TO TOP fE U.N.O. - REFER TO PLAN FOR 51ZE5 IN EXCESS OF MINIMUMS QUANTITY OF BR6 5TUD5 PER PLAN- (1) MIN. —� FLUSH FRAMED HDR WHERE INDICATED ON PLAN - EXTEND OVER BIRO STUDS BELOW OR TC SUIT JST HANGERS DBL 5TUD5 WHERE INDICATED ON PLANS DBL. TOP R- NAIL CONT. W/ (2) ROWS I6d ® 12" O.G. --\ PROVIDE 5TUD5 BELOW TO MATGH 51ZE S QUANTITY OF BIRO STUDS 2x BLK'G EA. SIDE OF NOTGHED 5TUl.____ 1/2" MIN. A.B. AT NOTCHED STUD NOTE: FG INDICATES 51MP50N A35 OR A34 AT 2x4 WALL5. s / i (b) I6d TYP: (4) I6d TYP. DEL. TOP I'L PER W5TD /0110 OR STRAP PER W5TD /Og00 STUDS UNDER WINDOW AT TYP. 5PAGIN6— DROP FRM'6 AS REQ'D FOR HEAD EL. HDR INDICATED AS "LOW" ON PLAN -FG ■I ■Illl�l��a �� • • - In _�I-I-I�III� I TYPIGAL BEARING STUD WALL AND OPENING FRAMING DETAIL 1/2"=I'-O" ROOF 5HT'6 SEE 54.10 I -JO15T FRM'6 I -JOIST BLK'6 OR SOLID RIM - PROVIDE VENTILATION (1) 2x (LESS THAN 6-0 ") (2) 2x (6-0" TO 10'-0") BLKG AT HORIZ. JOINTS IN WOOD SHEATHED WALLS ADDED STUD BLK'G BELOW BR6 STUDS IN J015T CAVITY I$ ABOVE HDR ROOF 5H1'6 SEE 54.10 I -JOIST BLK'6 OR SOLID RIM SOLE PL -JOIST FRAMING PROVIDE (1) FULL HT STUD MIN. AT DROPPED HDR U.N.O. - PROVIDE (2) FULL HT WHEN OPN6 EXCEEDS b' -O" FG WHERE OPN'6 EXCEEDS 6-0" b AT ALL 4x B bx P05T5 (6) III TYP. —(4)1( d TYP. (I) 2x (LESS THAN 6-09 (2) 2x (6' -O" TO 10' -0 ") INDICATES NO. OF CRIPPLE STUDS REQ'D UNDER END OF HDR - PROVIDE (1) STUD MIN. U.N.O. ON PLANS FG WHERE OPN6 EXGEED5 6-O" 8 AT ALL 4x I$ bx POSTS TRT'D SILL fE- REFER TO 54.11 NOTE: TOP PLATE LAP = Ig52# (Gd =1.0) 2. ALL EXTERIOR WALLS AND ALL DE516NATED SHEAR WALLS SHALL BE BLOCKED AT ALL SHEATHING EDGES. EDGE NAILING APPLIES TO ALL TOP AND BOTTOM PLATES, VERTIGAL JOINTS, HORIZONTAL BLOCKED JOINTS, WALL GORNER5, AND HOLDOWN ANCHORED STUDS. 3. WHERE BEAMS OR HEADERS FRAME INTO WALLS AND A GOLUMN IS NOT GALLED OUT, PROVIDE BUILT -UFO COLUMN PER 2/54.10 FOR BEAM PERPENDICULAR TO WALL. 4. [X /XI INDIGATES BUILT -UP STUD COLUMNS AT HEADERS IN WALLS - SEE W5TD /100 FOR BEAM PARALLEL TO WALL. 5. RIM J015T OR BLOCKING GONNEGTION TO TOP PLATE. b. PROVIDE 3x OR DOUBLE 2x MEMBERS FAGE NAILED PER 3/54.10 AT ALL ABUTTING PANEL EDOE5 WHERE INDIGATED. 7. PROVIDE 3x SILL PLATE WHERE INDIGATED. 8. WHERE SOLID 5AWN STUD LENGTH CANNOT BE OBTAINED, 5GL STUDS MAY BE SUBSTITUTED. 50LID SAWN FRAMING MAY NOT BE SUBSTITUTED FOR SPEGIFIED 5GL FRAMING. CHEDI NO SCALE i H6 TYR A35 BM AT WALL END BEAM AT WALL BEAM AT HIP (b) I6d EA. SIDE TYP. A35 STUD EA. 51DE PH. FILLER - 3/4" MAX. TYPICAL BUILT -UP COLUMN AT BEAM PERPENDIGULAR TO WALL DETAIL NO SCALE DIAPHRAGM NAILING SCHEDULE SPEGIAL SHEAR WALL GONSTRUGTION SGHEDULE NAILS SPACING TABLE I -SHEAR WALL REQUIREMENT5 > 0" < "D" < 1" NO STRAP REOV 2 EDGE DIAPHRAGM 8d 518" MNGHOR 5RIM/BLOCK MARK SHEATHING REQUIREMENTS O" < "D" < 21/2" NAILING FIELD NAILING SOLE NAILING BOLT WAGING CONNECTOR OA 7 /I6" (1) SIDE SHEATHING 8d ® b" O.G. 8d ® 12" O.G. I6d ® 8" O.G. 48 "' O.G. A35 ® 16" O.G. A35 ® 16" O.G. OB 7/16" (1) SIDE UNLESS NOTED 8d ® 4" O.G. 8d ® 12" O.G. (2) ROWS I6d 46, O.G. ON PLAN SUPPORTED 8d @ 8 O.G. PANEL EDGES O ROOF DIAPHRAGM 8d b" O.G. DIAPHRAGM O 23/32" T$G TABLE 2 - STUD 5PAGIN6 REQUIREMENT5 FIRST GHARAGTER INDICATES SPEGIAL STUD SPACING PER TABLE 2 FIELD NAILS 8d 10" O.G. UNBLOGKED SECOND GHARAGTER INDICATES SPEGIAL SHEAR WALL REQUIREMENTS STUD SIZE # STUDS REQ'D MARK I$ SPACING AT MEMBER BR6 PER TABLE I NOTES: I. INDICATES SPECIAL STRUCTURAL WALL TYPE. ALL PANEL EDGES 2xb ® 24" O.G. I O 2x10 ®24" O.G. WALLS SHOWN ON STRUCTURAL DRAWINGS ARE 2X6 AT 16" O.G. UNLE55 DESIGNATED SPEGIAL. STUD LAYOUT SHALL MATGH O3 (2) 2x6 ®24" O.G. 2 MEMBER LAYOUT ABOVE WHERE APPLICABLE, ALL OFRM'6 4 EXTERIOR WALLS SHALL HAVE 7/16" WOOD SHEATHING AND BE NAILED WITH 8d AT 6" O.G. AT EDGES AND 12" O.G. IN FIELD 5 III FSS nFSIr AIATFn CIPFr.IAI 2. ALL EXTERIOR WALLS AND ALL DE516NATED SHEAR WALLS SHALL BE BLOCKED AT ALL SHEATHING EDGES. EDGE NAILING APPLIES TO ALL TOP AND BOTTOM PLATES, VERTIGAL JOINTS, HORIZONTAL BLOCKED JOINTS, WALL GORNER5, AND HOLDOWN ANCHORED STUDS. 3. WHERE BEAMS OR HEADERS FRAME INTO WALLS AND A GOLUMN IS NOT GALLED OUT, PROVIDE BUILT -UFO COLUMN PER 2/54.10 FOR BEAM PERPENDICULAR TO WALL. 4. [X /XI INDIGATES BUILT -UP STUD COLUMNS AT HEADERS IN WALLS - SEE W5TD /100 FOR BEAM PARALLEL TO WALL. 5. RIM J015T OR BLOCKING GONNEGTION TO TOP PLATE. b. PROVIDE 3x OR DOUBLE 2x MEMBERS FAGE NAILED PER 3/54.10 AT ALL ABUTTING PANEL EDOE5 WHERE INDIGATED. 7. PROVIDE 3x SILL PLATE WHERE INDIGATED. 8. WHERE SOLID 5AWN STUD LENGTH CANNOT BE OBTAINED, 5GL STUDS MAY BE SUBSTITUTED. 50LID SAWN FRAMING MAY NOT BE SUBSTITUTED FOR SPEGIFIED 5GL FRAMING. CHEDI NO SCALE i H6 TYR A35 BM AT WALL END BEAM AT WALL BEAM AT HIP (b) I6d EA. SIDE TYP. A35 STUD EA. 51DE PH. FILLER - 3/4" MAX. TYPICAL BUILT -UP COLUMN AT BEAM PERPENDIGULAR TO WALL DETAIL NO SCALE DIAPHRAGM NAILING SCHEDULE DIAPHRAGM LOCATION NAILS SPACING TYPE > 0" < "D" < 1" NO STRAP REOV FLOOR DIAPHRAGM DIAPHRAGM 8d b" O.G. "D" <- 244" BOUNDARY o 0 O" < "D" < 21/2" 23/32" T46 2x6 T Q J 2!/2" < I'D` <- 35/8" (2) ST2215 W/ (8) Ill EA, END SHEATHING FIELD NAILS 8d 12" O.G. UNBLOCKED Z CFL C 2h" "D" <_ 4" UNLESS NOTED 0 ON PLAN SUPPORTED 8d 6" O.G. PANEL EDGES ROOF DIAPHRAGM 8d b" O.G. DIAPHRAGM BOUNDARY 23/32" T$G SHEATHING FIELD NAILS 8d 10" O.G. UNBLOGKED UNLESS NOTED ON PLAN SUPPORTED 8d " b O.G. PANEL EDGES NOTES: I. PROVIDE (2) ROW5 OF SPEGIFIED DIAPHRAGM BOUNDARY NAILING OVER INTERIOR SHEAR WALLS AND THE FULL LENGTH OF "GOLLEGTOR5" WHERE INDICATED ON PLAN. 2. WHERE BLOCKED DIAPHRAGM INDICATED ON PLAN, PROVIDE 2x4 FLATH15E BLOGKIN5 WITH Z2 CLIPS AT E, END AT ALL UNSUPPORTED PANEL EDGES. USE 2x4 5GL FLATWI5E BLOCKING IN LIEU OF SOLID SAWN WHERE NA._.. SIZE OR SPACING EXCEEDS 8d ® 4" O.G. DBL. TOP IF'S EDGE NAILING FIELD NAILING PER PLAN MI E/'�1��1� 5HT'6 FOR 5PEGIFIG WALL TYPE 5 NAILING 5EE a.10 I6d FAGE NAILING AT PANEL EDGE NAILING STAGGERED SPACING U.N.O. NAILING 3x MIN. 2x MIN. (2)2x MIN. NOTES: EDGE NAILING DETAIL I. PANEL EDGE NAILING AND PLATE NAILING SHALL BE STAGGERED IN ALL GASES. 2. SHEATHING JOINT SHALL OCCUR AT COMMON MEMBER UNLESS IT O6GUFZ5 AT A SPEGIFIED DEL. MEMBER. 3, EDGE NAILING AS GALLED FOR ON PLANS 4 DETAILS APPLIES TO AREA:) INDICATED AND AT HOLDOWN ANGHORED STUDS. TYPICAL 5HEARWALL NAILING DETAIL NO 5GALE II /nI I =/ I ll n0 GIJ=AM WAI I EQUAL DO NOT NAIL IN PENETRATION AREA I-� STRAP PER PLAN W5TD0700 OF HOLE d SEE W5TPOIOO FOR HOLE--,,, PIPE /CONDUIT i EQUAL EQUAL ALLOWABLE DBL. TOP _ PLATE PENETRATIONS i - - -- - - -- I" MIN. -- �I o PL GENTER STRAP DBL. TOP EDGE DIST. ON DBL. R'S DOUBLE TOP PLATE REINFORCEMENT NOTES: - I. BORING, GUTTING 8 NOTGHIN6 WALL TWIGE THE o FRM'6 OTHER THAN INDICATED LARGER HOLEI HERE REQUIRES PRIOR APPROVAL DIA. MIN. I III FROM ENGINEER OF REGORD. "D" MAX. = 40% "W" 2. BORING, GUTTING I$ NOTGHIN6 WITHIN THE I OR LE55 PER MIN. MIDDLE 113 OF THE STUD HEIGHT IS NOT 2x HOLE DIA. I E06E DIST. ALLOWED WITHOUT PRIOR APPROVAL OR 6" MIN. " MIN. EDGE DIST. FROM ENGINEER OF REGORD. AFTER BORING 3. NOTGHING AS INDICATED 15 PERMITTED 2" MAX. ON ONE FAGE OF THE WALL ALONE. 4. MAXIMUM BORED HOLE DIAMETER IN "W"/6 MAX. -- STUD "D" MAX. LIMITED TO 25% "W" AT BUILT -UP STUDS 8 HOLDOWN ANCHORED STUDS. ALLOWABLE LOAD BEARIN6/5HEARWALL STUD BORING GUTTING 8 NOTCHING DETAIL NO SCALE TYPICAL DIAPHRAGM NAIL IN6 FLOOR J5T5- TYP. SCHEDULE SEE NOTE 2 BTM OF STUD NO SCALE DO NOT NAIL IN EQUAL--, PENETRATION AREA STRAP "D" PER TABLE PER TABLE PLAN OF HOLE S HOLE PIPE /CONDUIT FQUAIL EQUAL LGENTER STIR DBL TOP i'L ON DBL. IE'S OR ED ;TURAL R5T OVERHANG OR E DETAILS PLATE HOLE DIAMETER 51MP50N STRAP SIZE "D" INCHES 6p > 0" < "D" < 1" NO STRAP REOV 2x4 H E 6 J "D" <- 244" (2) 5T2215 W/ (8) I6d EA. END o 0 O" < "D" < 21/2" NO STRAP REOV 2x6 T Q J 2!/2" < I'D` <- 35/8" (2) ST2215 W/ (8) Ill EA, END 0" < "D" < 2!/2" NO STRAP REQ'D 2x8 Z CFL C 2h" "D" <_ 4" (2) 5T6224 W/ (14) I6d EA. END TYPIGAL REINF. AT WALL DOUBLE TOP PLATE PENETRATIONS SCHEDULE I6d ® III O.G. FADE NAILED NO SCALE (2) ROWS III b" O.G. - (14) Ibd MIN. DBL. TOP fE JOINT IN JOINT IN BOT. 2x PL TOP 2x I 4' -O" LAP MIN. DETAIL NO SCALE °o N LID M 0 M v I. M v P 0 ME U ° } -11-- 8 P U 6p > Q a H E 6 J Z •� o 0 E E W T U ° PROGf ESS 05/14/2014 PERMITISET 0710712014 Revisions I Closing Date I I ALL RIGHTS I ESERVED THESE DRAWINGS ARE THE PROPER Y OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNI R, WITHOUT PRIOR WRITTEN PERMISSION Sheet Title RAMING DETAILS Sheet No. X4.10 I MSGS YloJect No. iYi 13 -133 Ih V > Q = H U J Z Q � CID W Q J W w r Q w Z CFL C J 0 PROGf ESS 05/14/2014 PERMITISET 0710712014 Revisions I Closing Date I I ALL RIGHTS I ESERVED THESE DRAWINGS ARE THE PROPER Y OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNI R, WITHOUT PRIOR WRITTEN PERMISSION Sheet Title RAMING DETAILS Sheet No. X4.10 I MSGS YloJect No. iYi 13 -133 T I W, m E a 0 I a 0 N n O 0 0 a i7 rn Ln Ln rf N U 3 0 L U C 0 m` E 6 r C o_ E W P U TO LL T 0 00 LO rr) 0 0 60 O N NOTES: I. SILL R SHALL BE PRESERVATIVE PRE55URE TRT'D - REFER TO GENERAL NOTES FOR 6ALV. REQUIREMENTS FOR CONNECTORS $ FASTENERS. 2. HOLES IN SILL R SHALL BE A MIN. OF 1/32" TO A EQ. MAX. OF I /Ib" LARGER THAN THE BOLT DIA. 3. HOLES, GUTS $ NOTGHE5 IN 3x OR 4x TRT'D PLATES ;J SHALL BE TRT'D WITH A q% SOLUTION OF COPPER NAPHTHENATE. ANCHOR BOLTS H/'7" MIN. A MIN. OF (2) A.B. EMBED $ 3 "x3" ?E WASHER SHALL BE PROVIDED (MIN. 0.229" THICK) NP. IN. EA. SILL SECTION SEE STUD WALL GON5T. 5GHEDULE FOR SIZES $ 5PAGIN65 SILL h JOINT L t I ® ® LJ ® 1/2" MAX. TO 5HT'G PROVIDE (1) A.B. EA. 51PE V' =b" MIN. $ 12" MAX. WHERE SILL FL' 15 BORED, GUT OR NOTCHED MORE THAN 113 THE PL WIDTH TYPICAL SILL R ANCHORAGE 1 DETAIL NO 5GALE HOLDOWN 5GHEDULE FOUNDATION ANCHOR ROD TYPE ! MARK HOEDOWN ANGHOR ROD REQ'D STUDS REF. DETAILS DIA. REINF. 4 < HDU2 518" (2) #4 (2) 2x 5/54.11 $ 3/54.11 ® HDU4 5 18" (2) #4 (2) 2x 5/54.11 $ 3/54.11 �5 5Tf,'AP HOU5 518" (2) #4 (2) 2x 5/54.11 $ 3/54.11 I. ALL HOLDOWNS SHALL BE INSTALLED PER MFR'S REGOMMENDATIONS. 2. PROVIDE BACK TO BAGK ANCHOR ROD HOLDOWN5 AGRO55 FLOOR LINE PER 3. ALL - THREAD ROD A5TM A36 W/ 3 "x3 "x3/8" PLATE W/ DBL. NUTS AT FOUNDATIO . 4. EMBEDMENT MAY REQUIRE STEPPING DOWN FOOTING PER 4/53.10 TO ACHIEVE REQUIRED EMBEDMENT. SCHEDULE NO SCALE I -JST BLK'6 PER SEE ARCH. - MFR. W/ VENTING OPP. SLOPE EDGE NAIL SHEATHING DIRECTION T522 AT EVERY OVERSIZE WEB AT SIM. OTHER JST STIFF. TO SUIT -J5T HOLDOWN PER I -JOIST MFR ---� NAIL PER -J5T MFR. ®EA. BR6 NOTE: FOR FASCIA DETAI IN& DEPTH PER PLAN SEE 7 s4.0 BEVELED 6L. BEAM PER PLAN TYPICAL I -JOIST TO BEAM GONNEGTION 8 SECTION 54.11 NO SCALE STEM $ PIPE PROVIDE ANCHOR BOLTS TRT'D ADJACENT TO BORED, GUT SILL OR NOTCHED R PER REINF. EA. SIDE IV2" MAX OF PIPE BLOCK OUT_ PIPP GONDUIT TYPICAL VERTIGAL PENETRATIONS IN STEM WALL SECTION 54.11,/ NO 5GALE REQ'D STUDS PER SCHEDULE - (2) 2x MIN. ANCHOR BOLTS PER,/ � VY GLR.J If- 3/8 "x3 "NO' -3" WASHER W/ NUTS TOP $ BOT. 3" GLR; ANGHOR F HOEDOWN 5GHEDULE TRT'D SILL 1' -3" 3 ELECTRICAL CONDUIT TRT'D SILL R CONT. REINF. #4 W/ 5TD HOOK EA. END EA. 51DE OF ANCHOR ROD - TOTAL QUANTITY PER SCHEDULE TYPICAL FOUNDATION ANCHOR ROD HOLDOWN DETAIL NO SCALE SAL I -JOIST TO BEAM CONNECTION SECTION NO 5GALE NAIL NON -STRUCTURAL I A.B. HOEDOWN NAILER - TYP. I @�'V`n'"�I @I @` TYP. A.B. HOLDOWN AT GORNER GRO55WALL 5HEARWALL ON FTG/ 5TEMWALL- A35 ® 24" O.G---,' EXTERIOR OR GORRIDOR WALL ON FT6 /5TEMWALL . ;M .5 NAIL ALT. HOLDOWN LOCATION AT CORNER GPO55WALL 5HEARWALL ON THICKENED SLAB FT6 STRAP HOLDOWN LOCATION TYPICAL GRO55HALL HOLDOWN LOCATIONS PLAN DETAIL NO SCALE NAILER - TYP. LT-P4 @ 24" O.G. E V BUTT ENDS E6 STRAP W/ 2x FLAT OF I- JOI5T5 -J5T BLK'6 00 3/4" PW. OU55ET PER MFR. REQ'D STUDS PER �W/ (3) 8d EA. J5T Ibd ® b" O.G. s EDGE NAIL IN I -J5T BLK'6 PLAN - ATTACH PER L5TA24 AT EVERY E06E NAIL OTHER _15T OTHER _15T SHEATHING 5Tf,'AP I -JST BLK'6 PER E« T 522 AT EVERY OVER51ZE WEB ;MIN . 2�z OTHER _15T STIFF. ® EA. _15T PLATE PLAN TO SUIT 6U55ET I$ Lu HOLDOWN PER NAIL JOIST I -JOIST MFR. RIM J5T Q ° 2x 5GL 3 BR65 PER 2x4 W/ (4) 8d MFR. NAILS TO WEB 51MP50N A35 OF I -J5T CLINCH STIFF. TO SUIT ENDS OF NAILS -JOIST 2x4 BLK'6 _ z SIMPSON L5TA24 2 a GTR'D AT 6L. BM I -JST MFR l 5PLIGE � BEVELED 6L. 2x BEVELED R BY J5T PROVIDE SOLID BEAM PER PLAN SAL I -JOIST TO BEAM CONNECTION SECTION NO 5GALE NAIL NON -STRUCTURAL I A.B. HOEDOWN NAILER - TYP. I @�'V`n'"�I @I @` TYP. A.B. HOLDOWN AT GORNER GRO55WALL 5HEARWALL ON FTG/ 5TEMWALL- A35 ® 24" O.G---,' EXTERIOR OR GORRIDOR WALL ON FT6 /5TEMWALL . ;M .5 NAIL ALT. HOLDOWN LOCATION AT CORNER GPO55WALL 5HEARWALL ON THICKENED SLAB FT6 STRAP HOLDOWN LOCATION TYPICAL GRO55HALL HOLDOWN LOCATIONS PLAN DETAIL NO SCALE NAILER - TYP. LT-P4 @ 24" O.G. TYPIGAL FLOOR TO FLOOR ANCHOR ROD HOLDOWN -DETAIL NO SCALE I I • I -JO15T PER PLAN 2x STUDS END BLOCK PER MFR -JOIST BLK'6 ® 32" O.G. DBL. TOP 8 NOTE: - LAP PER FOR FASCIA - SEE ARCH. TYPICAL I -JO15T BLK'6 PARALLEL TO EXTERIOR WALL SECTION STRAP $ BLK'6 PER PLAN (2) 2x4 x 4' -0" W/ (2) Ibd ® 8" O.G. — (8) 1/4"(P x 8" 51MP50N 5D5 ® 3" O.G. -� I -J5T PER PLAN TYPICAL TJI TO WALL GONNEGTION SECTION Fi6R BY 15T MFRj 2x10 B.U. GOL; ECTION NO SCALE 51MP50N HDU4 W/ 5/3"(P THR'D ROD 2x STUD WALL �SGL RIM DBL. Rill TOP lf- 51MP50N A35 GLIF 2x STUD WALL) E V THE PROPERTY OF MS GS E6 STRAP W/ 2x FLAT OU BACK TO BACK ANCHOR 00 SEE ARCH. BLK'6 PER PLAN REQ'D STUDS PER ROD HOLDOWN5 PER s O AT EVERY SCHEDULE - (2) PLAN - ATTACH PER U E06E NAIL OTHER _15T 2x MIN. SCHEDULE 5Tf,'AP I -JST BLK'6 PER ° O SOLE PEFZ MFR W/ VENTIN6 5HT'6 PLATE PLAN III ® 8" O.G. Lu NAIL PER -JST RIM J5T Q ° 2x 5GL 3 MFR AT EA. BR6 ° 3 FA�GIA OVERSIZE WEB 51MP50N A35 3 • STIFF. TO SUIT n 771 FRM'6 PER PLAN - 2x4 BLK'6 HOLDOWN PER l 2 M 51 . ®2x FRM'6 AT STRAP I -JST MFR -J5T � 2x BEVELED R BY J5T PROVIDE SOLID LDBL. E06E NAIL MFR - NAIL W/ Ibd BLK'6 TO MATCH TOP fQ (2) Ibd 8" O.G. 5TA66ERED STUDS ABOVE $ TOP $ 2x STUDS DBE. TOP BELOW REQ'D STUDS PER T CENTERED -LAP PER o SCHEDULE - (2) UNDER J5T 2x MIN. TYPIGAL FLOOR TO FLOOR ANCHOR ROD HOLDOWN -DETAIL NO SCALE I I • I -JO15T PER PLAN 2x STUDS END BLOCK PER MFR -JOIST BLK'6 ® 32" O.G. DBL. TOP 8 NOTE: - LAP PER FOR FASCIA - SEE ARCH. TYPICAL I -JO15T BLK'6 PARALLEL TO EXTERIOR WALL SECTION STRAP $ BLK'6 PER PLAN (2) 2x4 x 4' -0" W/ (2) Ibd ® 8" O.G. — (8) 1/4"(P x 8" 51MP50N 5D5 ® 3" O.G. -� I -J5T PER PLAN TYPICAL TJI TO WALL GONNEGTION SECTION Fi6R BY 15T MFRj 2x10 B.U. GOL; ECTION NO SCALE 51MP50N HDU4 W/ 5/3"(P THR'D ROD 2x STUD WALL �SGL RIM DBL. Rill TOP lf- 51MP50N A35 GLIF 2x STUD WALL) @ l f PROGRESS 05/14/2014 PERMIT SET 07/07/2014 @ f Revisions @ Closing Date ALL RIGHTS RESERVED TH E V THE PROPERTY OF MS GS E6 O OU ANY MANNER. WITHOUT 00 N f � P s Z LO U T C M QJ ° O O m c uj Lu W j Lu Z i Q ° 3 J O ° 3 c 3 • 0 6 n .Q a E O � o 0 a @ l f PROGRESS 05/14/2014 PERMIT SET 07/07/2014 @ f Revisions @ Closing Date ALL RIGHTS RESERVED TH DRAWINGSARE THE PROPERTY OF MS GS @ ARE NOT TO BE USED OR @ I ANY MANNER. WITHOUT ! i N f � Z N QJ m c uj Lu W j Lu Z i J O L c c 1 @ l f PROGRESS 05/14/2014 PERMIT SET 07/07/2014 @ f Revisions @ Closing Date ALL RIGHTS RESERVED TH DRAWINGSARE THE PROPERTY OF MS GS CHITECTS AND fE ARE NOT TO BE USED OR PRODUCE D IN ANY MANNER. WITHOUT OR WRITTEN PERMISSION. Sheetlfjle FRAMING DETAILS Sheet o. S4. 1 MSGS Proje 1 No. 13 -1 3 Ail 0 L U m a 0 N I It 0 N 0 O 75 N O 97 3 N a m ao M / N U 3 L U C O m E r C O c U N L U E� T 0 00 to a N 0 0 N / Loa Y QUALIFY AS i� O� LATERAL SUPPORT OI n PLAN Q" 2 x GONT. MEMBER < 8' NONE REQ'D 8' -10' 2 x 6 10' -13' 2 x 8 13' -I6' 2 x 10 16-20' 1 2 x 12 Ibd AT 32" O.G. STAGGERED $ (2) Ibd T AT END OF WALL �2 CEILING 2x CONT. FULL LENGTH OF WALL FOR 51ZE SEE 5GHED NOTES: I. THI5 PLAN 15 AN EXAMPLE ONLY IT DOES TOP OF WALL BRACE NOT REPRESENT A SPECIFIC WALL 2. "V INDICATES UNBRAGED LENGTH OF WALL5. 3. AT CONTRACTORS OPTION IN LIEU OF EXTRA TOP FL': OI INDICATES HORIZ BRACE EXTENDING TO ADJACENT CORNER SEE 2/54.12. 2O INDICATES BRACE UP TO ROOF STRUCTURE SEE 3/54.12 $ 4/54.12. TYPICAL LATERAL SUPPORT FOR INTERIOR NON - BEARING WALLS NOT EXTENDING TO STRUCTURE DETAIL 3/4" GLR: NO SCALE 3/4" GLR. TYPICAL GONNEGTION AT TOP OF NON - BEARING WALL EXTENDING TO ROOF STRUCTURE PERPENDICULAR TO JOISTS Q SECTION �54.12J NO SCALE l /I6" 5HT'6 - 12" O.G. INTERMEDIATE NAILING 2x4 ® 24" O.G. I -JOIST I -JOTS SEE 10 54.12 - - - -- _ - -� MTL SOFFIT PER ARCH. SECTION 54.12 I "= I' -O" (2)2x4 FOR BRACE LENGTH UP TO 14' - (2)2x5 FOR BRACE LENGTH 14' TO 20' CEILING (2) Ibd EA. 51DE Ibd ® I6" O.G. NOTES: I. MAX. 5PAGIN6 OF BRACES = 10' -0" 2. BRACES NOT REQ'D WITHIN 8' -0" OF OTHER LATERAL WALL SUPPORT, CORNERS $ INTERSECTIONS TYPICAL TOP OF WALL BRAGE (HORIZONTAL) SECTION 54.12 NO SCALE I -J5T (2)2x4 FOR BRACE LENGTH UP TO 14' - (2)2x6 FOR BRACE LENGTH 14' TO 20' H3 A35 e GEILIN6 d . NOTES: I. MAX. SPACING OF BRACES = 10' -0" 2. BRACES NOT REQ'D WITHIN 8' -O" OF OTHER LATERAL WALL SUPPORT, CORNERS $ INTERSECTIONS TYPICAL TOP OF WALL BRACE UP TO STRUCTURE SECTION 54.12 NO SCALE " MIN. 5" MAX U44 JST H6R NP. 1 /2 "Q M.B. 2x4 EA. 51DE 2x4 EA. 51DE OF I -J5T BOT. CHORD -JST NOTES: SPRINKLER ® MAX. LOAD =90# NUT $ WASHER I. ALL FRAMING 5HOWN BY ATTACHMENT EA. HANGER (2) 2x4 W/ P.W. GENERAL CONTRACTOR PER SPRINKLER ® H6R (EXCEPT BY SPRINKLER CONTRACTOR NOTE: FC)R LINES GREATER THAN CONTRACTOR IF USED FOR /2 "� MIN. 3 "cP HANG FROM 6LULAM BEAMS OR SUPPORT SPRINKLER LINES) ROD STUD WALL OR HANG PER DETAILS FOR MEGH. UNIT 2. DO NOT GUT OR DRILL OR SUPPORT OFF WALLS WHEN sa.i2 OR OTHER HANGING THRU JOIST. SPECIFICALLY APPROVED BY 3. MAX. SUPPORT LOAD = LOAD5 (BY .) MEGH 5TRU6TUfRAL ENGINEER 500 #. TYPICAL SPRINKLER LINE ATTACHMENT TYPICAL DETAIL FOR HANGING LOAD5 FROM I -JO15T FOR LINES 3Np OR SMALLER (ALL HEAT PUMPS, R FANS OR E FANS OVER 90 #) SECTION rb-"R\ SECTION X54.12 NO 5GALE 54.12J NO SCALE 1/2" 5HT'6 I -JOIST - �2x STUD WALL SEE 10 54.12 2x4 BLK'6 W/ (2) Ibd AT EA. �___ -- - - -- STUD MTL SOFFIT PER ARCH. 12 SECTION 54.12 1 "= I' -O" 8d ® 4" O.G. BRACE PERP. TO JST - SEE W5TO2200 — EDGE NAILING 5HEATHIN6 —� END BLOGK5 PER MFR. i VENTILATION PER GENERAL NOTES FILL GAP W/ ROGK WOOL 2x4 FLAT ® TINSULATION UNLE55 NOTED 8 -O O.G. OTHERN15E BY ARCH. rlV" GLR 2x SHIM BOARD W/ (4)1(2d CLINCHED I -J5T BLK'6 (4) Ibd TYP. TYPICAL BRACE CONNECTION PERPENDIGUI -AR TO I JOISTS SECTION 14.12J NO SCALE I -JS (2) Ibd EA. END \� /- -MAX. LOAD =`IO# EACH HANGER NOTE: FOR LINES GREATER THAN 3 "Q HANG FROM 6LULAM BEAMS OR 8 STUD WALL OR HANG PER DETAIL saj2 OR SUPPORT OFF WALL5 WHEN 5PEGIFIGALLY APPROVED BY STRUCTURAL EN61NEER TYPIGAL SPRINKLER LINE ATTACHME=NT FOR LINES 3N OR SMALLER rq,,� SECTION 54.12 NO SCALE SIMPSON "Z" GLIP O" TYP.- 2xbx16" EA. SIDE W/ (2) Ibd OPEN WEB TRU55 OR I -J5T- TYPICAL CONNECTION AT TOP OF NON - BEARING WALL EXTENDING TO ROOF STRUCTURE, PARALLEL TO J015T rSECTION 54.12 NO SCALE 5HT'6 I -JOI 51MP50N A55 6L. BM TOP $ BOT. 2x6 BRACE 51MP50N A35 8' -O" O.G. MAX. ® 48" O.G. 2x4 AT EA. J5T _� -2x4 BLK'6 Sd o b" O.G. 1,-O± -UIb" 5HT'6 1136" REDA45 - 12" O.G. - ® Ib" O.G. INTERMEDIATE NAILING (4) Ibd 8d ® 6" O.G. - (4) Ibd TYP. TYP. PANEL MTL SOFFIT WEB BLK'6 EDGE NAILING PER ARCH. BY MFR TYP. SECTION 7.12 Aa aess� L � 1 �SIONk VT'" OXU PRO O U SET 07/07/201, [E C� Revisions 6 O CD ° MIN 3 'r 61 w E f ° o ALL RIGHT °3 THE PROP RTY OF MSGS ARCHITECTS AND ARE NOT I 3 •� o 6 MI Q P N E E TYPICAL GONNEGTION AT TOP OF NON - BEARING WALL EXTENDING TO ROOF STRUCTURE PERPENDICULAR TO JOISTS Q SECTION �54.12J NO SCALE l /I6" 5HT'6 - 12" O.G. INTERMEDIATE NAILING 2x4 ® 24" O.G. I -JOIST I -JOTS SEE 10 54.12 - - - -- _ - -� MTL SOFFIT PER ARCH. SECTION 54.12 I "= I' -O" (2)2x4 FOR BRACE LENGTH UP TO 14' - (2)2x5 FOR BRACE LENGTH 14' TO 20' CEILING (2) Ibd EA. 51DE Ibd ® I6" O.G. NOTES: I. MAX. 5PAGIN6 OF BRACES = 10' -0" 2. BRACES NOT REQ'D WITHIN 8' -0" OF OTHER LATERAL WALL SUPPORT, CORNERS $ INTERSECTIONS TYPICAL TOP OF WALL BRAGE (HORIZONTAL) SECTION 54.12 NO SCALE I -J5T (2)2x4 FOR BRACE LENGTH UP TO 14' - (2)2x6 FOR BRACE LENGTH 14' TO 20' H3 A35 e GEILIN6 d . NOTES: I. MAX. SPACING OF BRACES = 10' -0" 2. BRACES NOT REQ'D WITHIN 8' -O" OF OTHER LATERAL WALL SUPPORT, CORNERS $ INTERSECTIONS TYPICAL TOP OF WALL BRACE UP TO STRUCTURE SECTION 54.12 NO SCALE " MIN. 5" MAX U44 JST H6R NP. 1 /2 "Q M.B. 2x4 EA. 51DE 2x4 EA. 51DE OF I -J5T BOT. CHORD -JST NOTES: SPRINKLER ® MAX. LOAD =90# NUT $ WASHER I. ALL FRAMING 5HOWN BY ATTACHMENT EA. HANGER (2) 2x4 W/ P.W. GENERAL CONTRACTOR PER SPRINKLER ® H6R (EXCEPT BY SPRINKLER CONTRACTOR NOTE: FC)R LINES GREATER THAN CONTRACTOR IF USED FOR /2 "� MIN. 3 "cP HANG FROM 6LULAM BEAMS OR SUPPORT SPRINKLER LINES) ROD STUD WALL OR HANG PER DETAILS FOR MEGH. UNIT 2. DO NOT GUT OR DRILL OR SUPPORT OFF WALLS WHEN sa.i2 OR OTHER HANGING THRU JOIST. SPECIFICALLY APPROVED BY 3. MAX. SUPPORT LOAD = LOAD5 (BY .) MEGH 5TRU6TUfRAL ENGINEER 500 #. TYPICAL SPRINKLER LINE ATTACHMENT TYPICAL DETAIL FOR HANGING LOAD5 FROM I -JO15T FOR LINES 3Np OR SMALLER (ALL HEAT PUMPS, R FANS OR E FANS OVER 90 #) SECTION rb-"R\ SECTION X54.12 NO 5GALE 54.12J NO SCALE 1/2" 5HT'6 I -JOIST - �2x STUD WALL SEE 10 54.12 2x4 BLK'6 W/ (2) Ibd AT EA. �___ -- - - -- STUD MTL SOFFIT PER ARCH. 12 SECTION 54.12 1 "= I' -O" 8d ® 4" O.G. BRACE PERP. TO JST - SEE W5TO2200 — EDGE NAILING 5HEATHIN6 —� END BLOGK5 PER MFR. i VENTILATION PER GENERAL NOTES FILL GAP W/ ROGK WOOL 2x4 FLAT ® TINSULATION UNLE55 NOTED 8 -O O.G. OTHERN15E BY ARCH. rlV" GLR 2x SHIM BOARD W/ (4)1(2d CLINCHED I -J5T BLK'6 (4) Ibd TYP. TYPICAL BRACE CONNECTION PERPENDIGUI -AR TO I JOISTS SECTION 14.12J NO SCALE I -JS (2) Ibd EA. END \� /- -MAX. LOAD =`IO# EACH HANGER NOTE: FOR LINES GREATER THAN 3 "Q HANG FROM 6LULAM BEAMS OR 8 STUD WALL OR HANG PER DETAIL saj2 OR SUPPORT OFF WALL5 WHEN 5PEGIFIGALLY APPROVED BY STRUCTURAL EN61NEER TYPIGAL SPRINKLER LINE ATTACHME=NT FOR LINES 3N OR SMALLER rq,,� SECTION 54.12 NO SCALE SIMPSON "Z" GLIP O" TYP.- 2xbx16" EA. SIDE W/ (2) Ibd OPEN WEB TRU55 OR I -J5T- TYPICAL CONNECTION AT TOP OF NON - BEARING WALL EXTENDING TO ROOF STRUCTURE, PARALLEL TO J015T rSECTION 54.12 NO SCALE 5HT'6 I -JOI 51MP50N A55 6L. BM TOP $ BOT. 2x6 BRACE 51MP50N A35 8' -O" O.G. MAX. ® 48" O.G. 2x4 AT EA. J5T _� -2x4 BLK'6 Sd o b" O.G. 1,-O± -UIb" 5HT'6 1136" REDA45 - 12" O.G. - ® Ib" O.G. INTERMEDIATE NAILING (4) Ibd 8d ® 6" O.G. - (4) Ibd TYP. TYP. PANEL MTL SOFFIT WEB BLK'6 EDGE NAILING PER ARCH. BY MFR TYP. SECTION 7.12 I.1 N Z > a N a OC W W a U Z Q m i w W Z b of�r Aa aess� L � 1 �SIONk VT'" OXU PRO O U SET 07/07/201, T C C� Revisions 6 O CD ° { 3 'r �p w E f ° o ALL RIGHT °3 THE PROP RTY OF MSGS ARCHITECTS AND ARE NOT I 3 •� o 6 MI Q P N E E p1 T Q U ° Sheet No. 4.12 MSGS Project No. I.1 N Z > a N a OC W W a U Z Q m i w W Z b of�r Aa aess� L � 1 �SIONk VT'" PRO RESS 05/14/201, PERM SET 07/07/201, f Revisions I Closing Date { i 'r �p w f ALL RIGHT RESERVED THESE DRAWINGS ARE THE PROP RTY OF MSGS ARCHITECTS AND ARE NOT I D BE USED OR REPRODUCED IN ANY MAN IER, WITHOUT PRIOR WRITTEN PERMISSI Sheet Title FRAMING I DETAILS Sheet No. 4.12 MSGS Project No. I 13 -133 T a m E 0 0 N I 0 N 0 0 0 roll 01 to M d O 3 0 s U c 0 m E Q) C O C i U LQ) T 0 00 r� 0 0 0 N i Y SOLE NAIL 2x 5TUD5 ED6E NAIL U.N.O. rED6E NAIL GONT. 2x 5GL RIM JOIST— WEB 5TIFF. BY J5T MFR RIM NAIL5 PER MFR A35 ®Ib" O.G. DBL. TOP T - PER PLAN LAP PERe NAIL BR6 PER 1O J015T MFR - (2) 12d MIN. HDR AT OPN65 ED6E NAIL - 5EE PLAN 2x STUDS TYPIGAL I -JOIST BEARING AT EXTERIOR WALL SECTION 54.13 I "= I'-O" I -J5T PER PLAN FA5GIA - SEE ARGH.- 51 MPSON r ti A35 - SEE�5GL sa.lo BLK'6 51 MP50N H2A fl 1z PAINTED STEEL 6L. BM ENGL05URE GAP - 5EE ARCH. 51MP50N L5TA15 ADJAGENT SIDE 5HT'6 (4) 2x10 B.U. GOL. SECTION 51MP50N A35 EA. SIDE, PAINTED 2x10 BLK'6 6LA55 PER TO MATGH ARGH. ENCLOSURE 5EE ARGH. - GAP PAINTED STEEL ENGL05URE GAP 3%xb P.O.0 - 5EE ARGH. 6L. BLK'6 SOLE NAIL - 1/4" cW" 51MP50N 505 (2) 2x SOLE R 5GREW5 @ 5 O.G. E06E NAIL 2x STUD`_j U.N.O. E06E NAIL bd ® 4" O.G. GONT. 2x 5GL I5/4° BM WIDTH + /8" S RIM J015T— -WEB STIFF. RIM NAILS PER MFR 3!/2„ BY -15T MFR EA. SIDE k -1 -JOI5T PER PLAN 1/4" k x - 5 2x STUD5 - END BLOGK PER MFR -1 -JOI5T Eli ® 32" O.G. DBL. TOP R - EDGE NAIL LAP PER �g sa.lo TYPIGAL I -JO15T BLK'6 PARALLEL TO EXTERIOR WALL n SECTION OPENING PER ARGH. SECTION "= I , -O" I " =1' -O" 5GL BLK'6 TYP. 5HT'6 2x WOOD STUD WALL bx10 W/ 51MP50N H6UbIO H6R EA. END - FULLY NAILED - (2) BR6 5TUD5 AT DOOR BENT R 3 /I6"x5 "x5" xb" EA. SIDE W/ GOUNTER5UNK HOLES lYq" 2A' (6) #10 x 2V2" _� SGRE_WS L 5L.BM 6L. BM (b) #10 WOOD STUD x Ih" WALL 5GREW5 2 SEE ARGH. O - SLOPES "EHT6 D AT c5HT'6 xb - ED6E 5EE 4 NAILIN6 54.13 5HT'6 I -J5T PER 2x WOOD PLAN 5TUD WALL x Wb) 1 /4 "x4V2" 51MP50N 5D5 NOTE: FOR CONDITION 5GREW5 AT EA. STUD BETWEEN JOISTS, SEE. 54.13 3 SECTION 54.13 6L. BM BR6 R 51DE R WELD WELD BM OLT WIDTH "t'i tz "Q" b 51ZE (2 3/4" 1/4" 1/4" 1/8" 3/4" TYPIGAL 6LULAM BEAM BEARING GONNEGTION ASSEMBLY DETAIL ,54.13J NO 5GALE SILL FC 2x NO STUD ) HDR ABOVI OPN'6 IMM U SECTION (2) 2x10 B.U. COL NOTCHED EA. JAMB STUD I /Ib" FOR b" WINDOW JAMB A5 REO'D AT 6L. BM 6L. BM (2) 2x10 B.U. GOL. PL STOPS AT BM END GONDITION- 2' -0" 51MP50N H8 8d ® 4" O.G. ® 24" O.G. 2xb ® 24" O.G. 2xb SHT'G BTWN JOISTS 51MP50N L13 H5R TYP. 2x WOOD 2x LEDGER STUD WALL �4 SECTION 54.13 X EDGE NAILING x Ibd ® 8" O.G. O 51MP50N Hb bd ® 4" O.G. ® 32" O.G. 5HT'6 ED6E 51MP50N NAILIN6�� LB H6R 1 I--5T 5HT'6 PER PLAN 2x WOOD BLK'6 PER MFR 5TUD WALL 2xb ®24" O.G. 2xb LE06ER W/ (2) Ibd AT EA. 5TUD SECTION SYM. ABOUT ¢ 5igx9 6L. BM I I I - + + + + + + I c� 2" 13ja" m + + #10 x 2�'2" 5GREW5 TYP. ALUMINUM + + m 5 1/2„ STOREFRONT FRAME BENT R 31Ib"x T F 0' -5" EA. 51DE - (1) 51DE AT END - NOT AT STOREFRONT FRAME 5%x6 6L. BM 5" R 3/16" - GOUNTE =RSINK HOLES FOR FLUSH SCREW - BOTH 5IDE5 AT NO PERP. BEAM DETAIL 54.13 R 3/16" - 000NTER5INK HOL 6L. 5TO PER FOR BENT R AT ADJA NT 51DE SEE 10 54.13 BM #10 % 112" ZEW5 2 SECTION 111=11-011 5/111 .E 54.13 GOL. BEAM PER PLAN GOL. +�+ + + A ° = 12" UNLESS 5EE 5q 13 NOTED OTHERN15E I I ON DETAIL GALLOUT 5TL GOL. PER PLAN TYPIGAL GONTINUOUS BEAM OVER GOLUMN GONNEGTION SECTION 54.13 NO 5GALE E V) � o O O a = r 1 T C V 6 O 3 `OT E n E E U '10 V a = H Z J � 00 Q W w L LL. r _ a Lu � Z L L O PROGRESS 05/14/2014 PER�ITSET 07/07/2014 Revisi ns Closing Date i c ALL RI HTS RESERVED THESE DRAWINGS ARE THE PR DPERTY OF MSGS ARCHITECTS AND ARE N0 T TO BE USED OR REPRODUCED IN ANY NNER, WITHOUT PRIOR WRITTEN PERMISSION Sheet Title c E t FRAMING DETAILS E c Sheet No. S4.13 MSGS Project No. 13 -133 4 2 t, I5/4° BM WIDTH + /8" S SIDE R k k k 3 3!/2„ k k k k 1 1/4" k x - 5 5EE 5PEGIFIG DETAIL LAP 1/4" k FOR LOGATION $ MIN. -- N NUMBER OF BOLT5 FULL BR6 R =- "a" L LENGTH COL. 5TL GOL. 3 3/I6 TO R BM OLT WIDTH "t'i tz "Q" b 51ZE (2 3/4" 1/4" 1/4" 1/8" 3/4" TYPIGAL 6LULAM BEAM BEARING GONNEGTION ASSEMBLY DETAIL ,54.13J NO 5GALE SILL FC 2x NO STUD ) HDR ABOVI OPN'6 IMM U SECTION (2) 2x10 B.U. COL NOTCHED EA. JAMB STUD I /Ib" FOR b" WINDOW JAMB A5 REO'D AT 6L. BM 6L. BM (2) 2x10 B.U. GOL. PL STOPS AT BM END GONDITION- 2' -0" 51MP50N H8 8d ® 4" O.G. ® 24" O.G. 2xb ® 24" O.G. 2xb SHT'G BTWN JOISTS 51MP50N L13 H5R TYP. 2x WOOD 2x LEDGER STUD WALL �4 SECTION 54.13 X EDGE NAILING x Ibd ® 8" O.G. O 51MP50N Hb bd ® 4" O.G. ® 32" O.G. 5HT'6 ED6E 51MP50N NAILIN6�� LB H6R 1 I--5T 5HT'6 PER PLAN 2x WOOD BLK'6 PER MFR 5TUD WALL 2xb ®24" O.G. 2xb LE06ER W/ (2) Ibd AT EA. 5TUD SECTION SYM. ABOUT ¢ 5igx9 6L. BM I I I - + + + + + + I c� 2" 13ja" m + + #10 x 2�'2" 5GREW5 TYP. ALUMINUM + + m 5 1/2„ STOREFRONT FRAME BENT R 31Ib"x T F 0' -5" EA. 51DE - (1) 51DE AT END - NOT AT STOREFRONT FRAME 5%x6 6L. BM 5" R 3/16" - GOUNTE =RSINK HOLES FOR FLUSH SCREW - BOTH 5IDE5 AT NO PERP. BEAM DETAIL 54.13 R 3/16" - 000NTER5INK HOL 6L. 5TO PER FOR BENT R AT ADJA NT 51DE SEE 10 54.13 BM #10 % 112" ZEW5 2 SECTION 111=11-011 5/111 .E 54.13 GOL. BEAM PER PLAN GOL. +�+ + + A ° = 12" UNLESS 5EE 5q 13 NOTED OTHERN15E I I ON DETAIL GALLOUT 5TL GOL. PER PLAN TYPIGAL GONTINUOUS BEAM OVER GOLUMN GONNEGTION SECTION 54.13 NO 5GALE E V) � o O O a = r 1 T C V 6 O 3 `OT E n E E U '10 V a = H Z J � 00 Q W w L LL. r _ a Lu � Z L L O PROGRESS 05/14/2014 PER�ITSET 07/07/2014 Revisi ns Closing Date i c ALL RI HTS RESERVED THESE DRAWINGS ARE THE PR DPERTY OF MSGS ARCHITECTS AND ARE N0 T TO BE USED OR REPRODUCED IN ANY NNER, WITHOUT PRIOR WRITTEN PERMISSION Sheet Title c E t FRAMING DETAILS E c Sheet No. S4.13 MSGS Project No. 13 -133 4 TYPIGAL 6LULAM BEAM BEARING GONNEGTION ASSEMBLY DETAIL ,54.13J NO 5GALE SILL FC 2x NO STUD ) HDR ABOVI OPN'6 IMM U SECTION (2) 2x10 B.U. COL NOTCHED EA. JAMB STUD I /Ib" FOR b" WINDOW JAMB A5 REO'D AT 6L. BM 6L. BM (2) 2x10 B.U. GOL. PL STOPS AT BM END GONDITION- 2' -0" 51MP50N H8 8d ® 4" O.G. ® 24" O.G. 2xb ® 24" O.G. 2xb SHT'G BTWN JOISTS 51MP50N L13 H5R TYP. 2x WOOD 2x LEDGER STUD WALL �4 SECTION 54.13 X EDGE NAILING x Ibd ® 8" O.G. O 51MP50N Hb bd ® 4" O.G. ® 32" O.G. 5HT'6 ED6E 51MP50N NAILIN6�� LB H6R 1 I--5T 5HT'6 PER PLAN 2x WOOD BLK'6 PER MFR 5TUD WALL 2xb ®24" O.G. 2xb LE06ER W/ (2) Ibd AT EA. 5TUD SECTION SYM. ABOUT ¢ 5igx9 6L. BM I I I - + + + + + + I c� 2" 13ja" m + + #10 x 2�'2" 5GREW5 TYP. ALUMINUM + + m 5 1/2„ STOREFRONT FRAME BENT R 31Ib"x T F 0' -5" EA. 51DE - (1) 51DE AT END - NOT AT STOREFRONT FRAME 5%x6 6L. BM 5" R 3/16" - GOUNTE =RSINK HOLES FOR FLUSH SCREW - BOTH 5IDE5 AT NO PERP. BEAM DETAIL 54.13 R 3/16" - 000NTER5INK HOL 6L. 5TO PER FOR BENT R AT ADJA NT 51DE SEE 10 54.13 BM #10 % 112" ZEW5 2 SECTION 111=11-011 5/111 .E 54.13 GOL. BEAM PER PLAN GOL. +�+ + + A ° = 12" UNLESS 5EE 5q 13 NOTED OTHERN15E I I ON DETAIL GALLOUT 5TL GOL. PER PLAN TYPIGAL GONTINUOUS BEAM OVER GOLUMN GONNEGTION SECTION 54.13 NO 5GALE E V) � o O O a = r 1 T C V 6 O 3 `OT E n E E U '10 V a = H Z J � 00 Q W w L LL. r _ a Lu � Z L L O PROGRESS 05/14/2014 PER�ITSET 07/07/2014 Revisi ns Closing Date i c ALL RI HTS RESERVED THESE DRAWINGS ARE THE PR DPERTY OF MSGS ARCHITECTS AND ARE N0 T TO BE USED OR REPRODUCED IN ANY NNER, WITHOUT PRIOR WRITTEN PERMISSION Sheet Title c E t FRAMING DETAILS E c Sheet No. S4.13 MSGS Project No. 13 -133 4 SYM. ABOUT ¢ 5igx9 6L. BM I I I - + + + + + + I c� 2" 13ja" m + + #10 x 2�'2" 5GREW5 TYP. ALUMINUM + + m 5 1/2„ STOREFRONT FRAME BENT R 31Ib"x T F 0' -5" EA. 51DE - (1) 51DE AT END - NOT AT STOREFRONT FRAME 5%x6 6L. BM 5" R 3/16" - GOUNTE =RSINK HOLES FOR FLUSH SCREW - BOTH 5IDE5 AT NO PERP. BEAM DETAIL 54.13 R 3/16" - 000NTER5INK HOL 6L. 5TO PER FOR BENT R AT ADJA NT 51DE SEE 10 54.13 BM #10 % 112" ZEW5 2 SECTION 111=11-011 5/111 .E 54.13 GOL. BEAM PER PLAN GOL. +�+ + + A ° = 12" UNLESS 5EE 5q 13 NOTED OTHERN15E I I ON DETAIL GALLOUT 5TL GOL. PER PLAN TYPIGAL GONTINUOUS BEAM OVER GOLUMN GONNEGTION SECTION 54.13 NO 5GALE E V) � o O O a = r 1 T C V 6 O 3 `OT E n E E U '10 V a = H Z J � 00 Q W w L LL. r _ a Lu � Z L L O PROGRESS 05/14/2014 PER�ITSET 07/07/2014 Revisi ns Closing Date i c ALL RI HTS RESERVED THESE DRAWINGS ARE THE PR DPERTY OF MSGS ARCHITECTS AND ARE N0 T TO BE USED OR REPRODUCED IN ANY NNER, WITHOUT PRIOR WRITTEN PERMISSION Sheet Title c E t FRAMING DETAILS E c Sheet No. S4.13 MSGS Project No. 13 -133 4 R 3/16" - 000NTER5INK HOL 6L. 5TO PER FOR BENT R AT ADJA NT 51DE SEE 10 54.13 BM #10 % 112" ZEW5 2 SECTION 111=11-011 5/111 .E 54.13 GOL. BEAM PER PLAN GOL. +�+ + + A ° = 12" UNLESS 5EE 5q 13 NOTED OTHERN15E I I ON DETAIL GALLOUT 5TL GOL. PER PLAN TYPIGAL GONTINUOUS BEAM OVER GOLUMN GONNEGTION SECTION 54.13 NO 5GALE E V) � o O O a = r 1 T C V 6 O 3 `OT E n E E U '10 V a = H Z J � 00 Q W w L LL. r _ a Lu � Z L L O PROGRESS 05/14/2014 PER�ITSET 07/07/2014 Revisi ns Closing Date i c ALL RI HTS RESERVED THESE DRAWINGS ARE THE PR DPERTY OF MSGS ARCHITECTS AND ARE N0 T TO BE USED OR REPRODUCED IN ANY NNER, WITHOUT PRIOR WRITTEN PERMISSION Sheet Title c E t FRAMING DETAILS E c Sheet No. S4.13 MSGS Project No. 13 -133 4 '10 V a = H Z J � 00 Q W w L LL. r _ a Lu � Z L L O PROGRESS 05/14/2014 PER�ITSET 07/07/2014 Revisi ns Closing Date i c ALL RI HTS RESERVED THESE DRAWINGS ARE THE PR DPERTY OF MSGS ARCHITECTS AND ARE N0 T TO BE USED OR REPRODUCED IN ANY NNER, WITHOUT PRIOR WRITTEN PERMISSION Sheet Title c E t FRAMING DETAILS E c Sheet No. S4.13 MSGS Project No. 13 -133 4 PROGRESS 05/14/2014 PER�ITSET 07/07/2014 Revisi ns Closing Date i c ALL RI HTS RESERVED THESE DRAWINGS ARE THE PR DPERTY OF MSGS ARCHITECTS AND ARE N0 T TO BE USED OR REPRODUCED IN ANY NNER, WITHOUT PRIOR WRITTEN PERMISSION Sheet Title c E t FRAMING DETAILS E c Sheet No. S4.13 MSGS Project No. 13 -133 4 General Mechanical Notes All thermostats used for both heating and cooling shall provide a range or deadband of at least 5 °F. WSEC Section C403.2.4.2 All thermostats are to be seven day programmable, micro - processor based. All heating and cooling systems shall have automatic start controls for each HVAC system WSEC Section C403.2.4.3.3 All ductwork shall be constructed and sealed per SMACNA standards. All ductwork shall be braced per IMC 2012. Duct support per 603.10. All refrigerant used shall be Puron (R-4l Oa). All flues shall be located a minimum of 10' from outdoor air intakes. All exhaust terminations shall be a minimum of 10' horizontally from, or 3' above outdoor intakes. All air - economizer shall have modulating outdoor air and return air dampers capable of directing 100% outdoor air for cooling WSEC Section C403.3.1.1.1 All air - economizers shall be fully modulating, capable of partial cooling (integrated operation). Air handlers which supply in excess of 2,000 CFM shall have a return mounted smoke duct detector. All addressable functions of duct smoke detectors, and wiring for shutdown, shall be by others. All roof mounted units shall be secured to their respective roof curbs. All exposed edges of internal duct liner shall be sealed with a mastic coating. All completion requirements must comply With WSEC Section C408.2 To comply with WSEC Section C408.1.3.2 systems documentation, record documents and training will be completed and coordinated with owner. To comply with WSEC Section C408.1.2 preliminary commissioning report will be submitted to owner after being certified by registered design professional or approved agency. All thermostats to be mounted such that the top of the device is 48" above finished floor. All gas piping shall be sized per 20121FGC. All HVAC systems need to be air balanced and adjusted to deliver final flow rates within 10 % of design rates. Outdoor air supply and exhaust ducts shall shut automatically when the system or spaces served are not in use or during building warm -up, cooldown, and setback. WSEC Section C403.2.4.4 Outdoor air supply and exhaust ducts shall be equipped with motorized dampers. WSEC Section C403.2.4.4 ' Equipment shall meet the minimum efficiency requirements of WSEC Section C403.2.3 System sizing to comply with WSEC Section C403.2.2 Duct Insulation Schedule: All ductwork shall be insulated as follows: INSULATION R -TYPE TYPE DUCT TYPE: Supply /Return LOCATION Not within insulated envelo a exterior of buildin on roof in attic -above insulation in crew) s aces R -8 mint_ 2" wrap or liner - PSI More than 2800 cfm within insulated envelope before motorized damper Wall Ursula tion level (C In 5t VFD) OA Intake More than 2800 ctm within insulated envelope after motorized damper R -8 min 2" wrap or liner OA Intake Less than 2800 cfm within insulated envelope __ R -7 __ 2" wrap or liner OA Intake Within insulated envelope <55 Deg F or >105 Deg F R -3.3 I" wrap or liner - Supply Ducts Within insulated envelope, exposed to space served. R -0 Supply Ducts Within building, conditioned space R -0 HONEYWELL R -6 min 2" wrap or liner Return /Exhaust Within building, unconditioned space AE -2 HONEYWELL Supply /Return /Exhaust -- EATER SOURCE MARK HEAT MAKE PUMP SCHEDULt MODEL CFM ESP FLOW OSA kW MAKE PSI FT. W( UN H2O) (C In 5t VFD) (CFM 2.3 CARRIER 50PSH036YCC5ACCZ 1200 040 CONSTANT rnN,T"T 208 317 WSHP 1 SEQUENCE OF OPERATIONS WSHP's FANS SHALL RUN IN THE OCCUPIED MODE AND CYCLE IN THE UNOCCUPIED MODE. COMPRESSORS SHALL CYCLE TO MAINTAIN ROOM TEMPERATURE SETPOINTS OF 70 -74 F OCCUPIED AND 64 -85 F UNOCCUPIED. AIR UNITS SHALL ALSO CYCLE THE COOLING MODE TO MAINTAIN HUMIDITY LEVELS OF 60 % R.H. (ADJ.). ALL UNITS (EXCEPT WHERE LISTED IN THE SCHEDULE) WILL HAVE INTERNALLY MOUNTED CONDENSER CONTROL VALVES WHICH WILL BE INTERNALLY CONTROLLED. UNITS THAT DO NOT COME WITH INTERNAL CONTROL VALVES ARE SETUP TO CONTINUALLY RUN WATER AND ARE USED AS A MINIMUM BYPASS FOR LOW END PUMP CONTROL. WSHP -2 AUXILLARY HEAT IS ONLY TO BE USED WHEN EITHER P -1 FAILS OR WSHP -2'S COMPRESSOR FAILS. FIX-1, EF -1 SHALL BE ENABLED TO RUN IN THE OCCUPIED MODE. PP_1 GEOTHERMAL PUMPS SYSTEM SHALL BE LEAD LAG AND MODULATE AT THE A RATE BASED ON STATIC PRESSURE TO PROVIDE A CONSTANT GPM FLOW THROUGH GSHP'S AS THEY OPEN AND CLOSE INTERNAL HYDRONIC VALVES TO ACCOMMODATE SPACE - HEATING AND COOLING. PUMP SHALL RUN WHENEVER THERE IS ANY CALL FROM A HEAT PUMP, PUMPS SHALL BE BALANCED TO THE LOWEST HEAD PRESSURE BASED ON A CALL FROM ALL UNITS. LEAD PUMP SHALL CHANGE AFTER 7 CALENDAR DAYS. RADIANT FLOOR & P -2 THE RADIANT ZONE SHALL HAVE A WALL MOUNT TEMPERATURE SENSOR AND SLAB SENSOR. GSHP -5 AND P -3 SHALL RUN TO MAINTAIN TEMPERATURE SETPOINTS. THE SYSTEM SHALL BE CONTROLLED TO LIMIT SLAB TEMPERATURE TO NO GREATER THAN 110 DEG F IN HEATING, AND NO LESS THAN 68 F IN COOLING. GSHP -3 & GSHP -5 SERVE A COMMON AREA, GSHP -5 SHALL BE FIRST STAGE HEATING AND COOLING AND INTERLOCKED WITH WSHP -5 TO ENSURE NO SIMULTANEOUS HEATING AND COOLING OCCURS. 4P @32 F H2O STRIP HEAT GPM WPD WPD BTU /H kW MAKE PSI FT. W( 26,000 N/A 9.0 2.3 74 47,000 15.. 15.0 1.9 16.0 14,800 N/A 5.0 4.0 3.1 WSHP -3 CARRIER- 50PSH018NCC3ADCZ 600 0.40 vulva INIVI '�� _ �� 13,000 10,000 WSHP -4 CARRIER 50PSH012ECC3ADCZ 400 0.40 CONSTANT N/A CONSTANT N/A 30000 27,000 WSHP 5 CARRIER 50PSW036CCCSACA7 NA NA rn BEPROVIDED ON ALL UNITS, ' (INCLUDES ISOLATION VALVES, PT PORTS, AUTOMATIC BALANCING VALVE, AND STAINLESS FlUat), Et r v ITCHES " SEPARATE POWER CONNECTING REQUIRED FOR STRIP HEATER. MCA = 74, MOCP = 80 @ 2081230 -3 N/A 3.0 1.9 N/A 9.0 2.2 11.6 CONDENSATE PUMPS ARE TO BE INSTALLED ONLY WHERE REQUIRED. "'NO WATER VALVE ON WSHP -1 Watts Amps Comments MARK MAKE MODEL 9nu0 MARAOCO Qr4FPr H F HYDRONICS SCHEDULE GPM Pre' Cap FT HD Watts Amps Comments MARK MAKE MODEL TANK SIZE WEIGHT FLOW FAN SPEED CFM OSA ESP GALLONS the 2012 IMC (Washington State Amendments), We are using -- EXPANSION TANK ET -1 AMTROL EXTROL -15 2 5LBS EXPANSION TANK, CIROUND MOUNT ET -2 AMTROL SX -30V 14 25LBS 125" SWEAT AIR ELIMINATOR AE -1 HONEYWELL PM125S -- 3.5LBS - - 2" FLANGED AIR ELIMINATOR AE -2 HONEYWELL PV200F -- 31 LBS CHEMICAL PDT FEEDER TO BE PROVIDED WITH FUNNEL AND VALVE PACKAGE (2 VALVES), CARTRIDGE FILTER Occupancy Rate OSA /SQFT Density 30LBS ASSEMBLY AND FILTER ELEMENT FOIR TEMP LESS THAN 100 DEGREES CPF -1 GRISWOLD DB- D- SB -CS -Z 5 7 -LOOP WITH ISOLATION AND BALANCING VALVES M -1 UPONOR TRUEFLOW JR I PRESSURE REDUCING /REGULATING FEED VALVE; WITH FAST FILL AND DOUBLE CHECK VALVE DCV -1 HONEYWELL FM911 - - #/1000 SF HEAT RECOVERY SCHEDULES DX GPM Pre' Cap FT HD Watts Amps Voltage Volt - Phase WT Comments LBS. _ oltagq Comments MAKE MODEL FLOW FAN SPEED CFM OSA ESP AMPS the 2012 IMC (Washington State Amendments), We are using I 290 MARK ZD -3 -2 Constan--FD__ 1 310 with the 2012 IMC Section 403.2 Washin ton State Amendments. (CFM IN H2O HOEM700 Volt - Phase - HX -1 LOSSNAY LGH- F600RX3 -E CONSTANT HIGH 537 537 0.5 5.7 208 -1 Occupant 'REQUIRED STAR I tRb 6 ILI lUurvrv-i. I o rnvvlU�.+�� *•- •• *�••• - - -- - -- PUMP K SCHEDULES MAKE MODEL GPM Pre' Cap FT HD Watts Amps Voltage Volt - Phase WT Comments LBS. _ -2 rR RMSTRONG _ MAGNA3 D 65 -150 F ARMSTRONG MAGNA340 -80 F 41 45 10.0 25 1301 265 566 1.20 208 -230/1 .208 -230/1 98 35 CAST IR(CN INLINE ASHRAE Standard 62.1 -2010 Ai.. n. nli4a- 1A /nrlerahno} vt:nwau011 u rrruvvl . I....... y ---•-- ---- -- ZD -1 -1 .._.__.- - -- 14" ZD -1 -2 HONEYWELL 500 12" BD -3 HONEYWELL ASHRAE Standard 62.1 2010 as an alternate means of compliance Per section 403.2 of the 2012 IMC (Washington State Amendments), We are using I 290 10" ZD -3 -2 HONEYWELL 1 310 with the 2012 IMC Section 403.2 Washin ton State Amendments. Comments HOEM700 MA LAY IN SUPPLY SHOEMAKER HOEMAKER MA HARD LID SUPPY SHOEMAKER 600T LAV IN RETURN /EXHAUST /TRF People OSA _ 'no Occupant Occupant Occupant Kp Vent Description Space 7 Occupancy Rate OSA /SQFT Density Count Count V bz Reclined cno roe (Per 1000 E People (if C STRUCTIGN JOB NUMBER: SQFT /Rooms From ASHRAE Std 62.1 CFM /Person SQFT #/1000 SF Pea le Known CFM QSA CFM WSHP -1 15 0.0 90 - 112 290 Conference /meetings rooms 5 0.06 50 _ 903 Office Space 5 0.06 5 0.0 77 96 Total 1,193 19.0 208 WSHP -2 2447 Office Space 5 0.06 5 12 7.0 182 227 650 Main Entry Lobbies 5 0.06 10 7 0.0 72 89 3,097 18.7 263 317 Total WSHP -3 117 Conference /meetings rooms 5 0.06 50 110 0.0 61 76 298 Office Space 5 0.06 5 1 0.0 25 32 11.3 108 Total 495 EER I COP I MOTOR I MCA I MOCP 19.7 1 4.1 17.5 3.6 14.0 2.8 `MARK BD -1 MAKE CFM HONEYWELL N/A DIAMETER INCH 12" ZD -1 -1 HONEYWELL 700 14" ZD -1 -2 HONEYWELL 500 12" BD -3 HONEYWELL N/A 8" ZD -3 -1 HONEYWELL I 290 10" ZD -3 -2 HONEYWELL 1 310 1 10" 14.0 20 25.0 40 10.0 15 7.0 15 15.0 25 MARK A Voltage olt -Phase 208/230 -3 2081230 -3 208/230 -1 FILTERS CO2 NO NO DUCT SMOKE I DETECTOR NO I NO CONDENt PUMF NO NO NO NO NO 208/230 -1 2 "MERV 13 NO _ NO NO 208/230 -3 2" MERV 13 NO NO YES SCHEDULE OPl MAKE MODEL Comments HOEM700 MA LAY IN SUPPLY SHOEMAKER HOEMAKER MA HARD LID SUPPY SHOEMAKER 600T LAV IN RETURN /EXHAUST /TRF c HllF"GKFR _ 'no HARD LID RETURN /EXHAUSTITF SATE FILTERS WT LBS Comments 2" MERV 13 369 PROVIDE WITH 2" FILTER RACK, EXTENDED RANGE PACKAGE, TWO -WAY MOTORIZED CONTROL VALVE, ECM MOTORS & HOSE KIT* SIZED FOR 3.0GPM /TON. MAKE 2 "MERV 13 452 __ 2" MERV 13 198 2" MERV 13 173 INPUT (BTU /HI I (Volt - Phase) 2" MERV 13 250 FIREPLACE SCHI=L1Li BHP MARK AREA MAKE MODEL Heat Cap Voltage Comments SERVED I INPUT (BTU /HI I (Volt - Phase) BLACK LOUVER GRILL BLACK ENAMEL LINER, GL -ASS TRIM Yes I IN OPl 564 HO GSR2 35 000 110 - 1 CONSTANT 225 FAN SCHEDULt BHP Vcharge WT Comments MARK MAKE MODEL STYLE FLOW CFM ESP BDD Constant I VFD) IN H2O Yes I IN �- Phase - _ - EF - - -� CONSTANT 225 0.500 YES 1/15 115 -1 26 W /CURB 0 [ O LOU Ww o ADO o J Q� - ED w 0 0 x 1- 3 � �wn rnU Ztxr O�z G6 �jZ N�O M O�uSS K Uy CxLL'� J o GO F,W Z� U< --fO zJ /w1 x Ta0G H w I W GO WG,m Orr z,¢c U -U xwc-�J O ww y Ol-:1p LL 1 d ��¢wwzrw ' K x O ZIOWD, a jz1 OO.~wz¢d '�a QJ Z�.0ro O L K- U d w O p w 0 0 ° mgz wonfoDL -o 3zo'` . ¢ }w--°O z `o _0 2cwaF n .. O(~J 'U Ow U w1K J 1- �Ka: z'2 U O o0wo zo . - m O o 0 ^" W a a vll� c L V)? oaae -1a o 2� z 3 3� Z 3 o°> o ' Z U 0 S� u =z a na to (p o Kp DeslcN Der. SAJ DRAWN r. SFC cno roe FYM10.DWG E GIBBERING JOB NUMBER. C STRUCTIGN JOB NUMBER: i] 2 J W T co W J W co 6 VJ W 0 z Q DRAWING NUMBER M 1.0 2" LOOP FIELD SUPPLY &RETURN TIE CONDENSATE TO SINK DRAIN �J Lf b N HYDRONIC /CONDENSATE FLOOR PLAN B. 0 4' e - - - _ -SCALE: -1/8' = V- 0" — — -- - — - - - W Z 6 z z 5 J K �� FZZ p ' z R` Z U Q Y- J� Z W. 0- hrntiP.� vJ p p�JU U'.InIy ALL. �6 Q`�Wrn QtJnOVSi i K ZfG K1= U wa wwOOZO.c�.ow �.. o B-� U d K� O- -O-Wolo x0. �Kw�dwO�C9 p W r W H H V O 0 O p S U ZU o �U' � LL> J u R't7 -dW Z 2 fcOZj 2'OZ �O hgr�w -+OKO �K to ZdW�UUWS w0 ¢ O .0 J ~ J J4 -2II 14 r ED ED o a N Z v 0. o V5 o n o K o NDM.1 ED BY SAJ DRAM BY SFC CAD FILE FYM20.DWG NGINEERING JOB NUMBER'. s to r '- O N C O • r� w O U Z F 3 � 0 o A J m > U O T w� IWOz O J LL w z u o orc „o a U U z z 2 Q 2 J4 -2II 14 r ED ED o a N Z v 0. o V5 o n o K o NDM.1 ED BY SAJ DRAM BY SFC CAD FILE FYM20.DWG NGINEERING JOB NUMBER'. s to r '- DEAVANG NUMBER M2.0 W (Q) V Z W O U U Z J > U O z 0 O J LL U Q 2 DEAVANG NUMBER M2.0 -210 CTURER NSTRUCTIONS) —CONDENSATE PUMP SUSPENDED FROM STRUCTURE WITH SUPPORT FRAOM(WHERE REQUIRED) TYPICAL CONDENSATE DETAIL SCALE:NTS 1" TIP P2� AE1� ,�� TO RADIANT TIP 1" LOOP MANIFOLD TIP TIP WSHP -5 STORAGE ROOM ROOM 1111 BRAIDED HOSE KIT DETIAL SCALE:NTS TO WSHP -1 & 3 SEE PLA NIC FLOOR R PLAN P -1 2" P // � P �/ —AE-2 TIP T 314" 3/4 "� nT /P HOUSE KEEPING PAD BY OTHERS TO WSHP -1 &2 UNDER SLAB. J SEE HYDRONIC FLOOR PLAN 2" CPF -1-\ BOILER DRAIN VALVE -J ET W L DRA CHECK VALVE 3/4" DOMESTIC FILL HYDRONIC PIPING LAYOUT SCALE: NTS ,� SHUT -OFF VALVES (TYP) /– PROVIDE WITH 2" UNIONS FOR LOOP FIELD PIPES �TO LOOP FIELD I I I MANIFOLD SUPPLY /RETURN:hePEX V ALL CIRCUIT LOOPS: hePEX 5/8" CIRCUIT LOOPS = 12" O.C. W/ 6" O.C. OUTER PERIMETER V COMMUNITY ROOM 1171 121 T� 119 *mil 368' CASH 106 VAULT DE `--- - - - - -- ----- - -r - -- ; -- - - - - -- ---------- . __ _ _____________ ____________________ 1 - - - - -- ------------------ _— _— _—_ —_ —_ —_ -------------------- _� ________ -- 11i1iii1i1iiili IT. �illllllili 11 IIII IIIIIIIIIIII Do IIIIIIIIIIII IIIIIIIIIII 1111111111 439' 1 11 1 7v 1111 111 1111 r1 - -rt 1111 1111 1 11 LEASED SPACE I_ I &I 1111 1111 111 II-rrt II 11 1111 ii Ilfllll 1111111 1111111 1111111 1111111 111111 1111111 1111111 1111111 111111 _. 111111 111111 n 11111111 11111111 11111111 11111111 1111111 11111111 11111111 11111111 IIIIIIII HALL j 113 /l�l SLAB J, LOUNGE CONFERENCE ROOM 117 450' —.._.— _ - -- w z Q �o w, �JO �wz�o (n Z U Q 2 w 7 Z 2 2 F¢ Z ti ti V U Q~ i 'W(/j l7HOOp ��VI. ¢J(9 l=pHKQ�� I- r/>WOQK� U Z W N W Z¢ F (n Z (A W � U OjFZUyO Zia dw¢tnZpOU��. w �iwo Wl-LLw2 ¢ LL¢ S U n w O p O 00 w�tnjZ 3 Z Q w 2 O W W n U J�+(AI�LLW��Z �SO��O,�i Jw6 O Q O CO CO w F LL O z0 m0 � N rc ^y .0 r n a c $� z v� pw_ o 5 U o O C qo ¢ U C7 Z Z.Q. V J I_I2 ti 0 0 DF IGNEG ar. SFC Ba wm ev. CAD FILE OFYM30.DWG ENGINEERING JOE NUMBER. CONSTRUCTION JOB NUMBER VAULT I0£ TECHNOLOGY 0 109 O RADIANT MANIFOLD QUIET ACCESS SIDE RQO ____a___ 112 STORAGE A J 1„ HALL j 113 /l�l SLAB J, LOUNGE CONFERENCE ROOM 117 450' —.._.— _ - -- w z Q �o w, �JO �wz�o (n Z U Q 2 w 7 Z 2 2 F¢ Z ti ti V U Q~ i 'W(/j l7HOOp ��VI. ¢J(9 l=pHKQ�� I- r/>WOQK� U Z W N W Z¢ F (n Z (A W � U OjFZUyO Zia dw¢tnZpOU��. w �iwo Wl-LLw2 ¢ LL¢ S U n w O p O 00 w�tnjZ 3 Z Q w 2 O W W n U J�+(AI�LLW��Z �SO��O,�i Jw6 O Q O CO CO w F LL O z0 m0 � N rc ^y .0 r n a c $� z v� pw_ o 5 U o O C qo ¢ U C7 Z Z.Q. V J I_I2 ti 0 0 DF IGNEG ar. SFC Ba wm ev. CAD FILE OFYM30.DWG ENGINEERING JOE NUMBER. CONSTRUCTION JOB NUMBER M3.0 O A J z C 0 Q � Z Q � Z } J L Z Q a` M3.0 " PIPE, 000- SLINKY TYPICAL SLINKY LAYOUT SCALE:NTS W W Z Q F Z I� R, jQOmww�QaW —Q N Zz z QFjUZF2 F Q Z w wpwvi�Fop� h m�D�miw�azQ W op�. ? � ' 'd N(nwZQF -WZm W,. wr�io Wo ' FpUOO?F.a..l" i Uw )wp R'�'iWd - C O¢LLm�UawOmCD `.�F- m�KHIWUJ00 � p Z H r Z O ¢ r U. w = General Plumbing Notes 1. All piping and plumbing per 2009 UPC. 2. Field verify all plumbing material /equipment locations and dimensions before proceeding with any work and rep ort all discrepancies to the general contractor. 3. These plans are schematic and do not indicate every offset required for routing. It shall be the P.C.'s responsibility to coordinate pipe routing and elevations with other affected trades before construction. Where conflicts occur, rerouting may be necessary. 4. Coordinate plumbing installation with HVAC Mechanical, Fire Protection, and the Electrical Contractor. 5. Plumbing contractor to coordinate line voltage power connections with the E.C. for equipment within the plumbing contractors scope. 6. Field coordinate footing and floor sleeves where necessary 7. All pipe sizing noted on the drawings are minimum. 8. Provide cleanouts on sanitary sewer system as required by 2009 UPC. 9. All fire stopping of through and membrane penetration as required by the UPC shall be provided and installed by the P.C. 10. Slope Waste piping at 2% per foot minimum. Slope 4" waste piping at 1% per foot minimum 11. Pipe insulation to be provided on all hot water piping. Insulation to be minimum of 1/2" for condensation control and at rounouts, and min. 1" at traps under handicap lavatories. 12. Hangers and supports per M55 SP69. Hagers do not need to be oversized for pipe insulation. Provide suitable brace for horizontal cast iron per UPC. 13. G.C. to provide and install access panels where necessary for access to isolation valves and cleanouts. P.C. to coordinate locations with G.C. 14. P.C. to provide accessible shutoffs for all domestic hot and cold water lines serving fixture batteries. 15. Provide and size vents per UPC. Combine vents and coordinate roof penetrations with G.C. prior to installation. All roof penetrations require flashing. 16. All floor drains require trap primers unless otherwise noted. Size and install per industry Standards. 17. P.C. shall provide markup of deviations from contract dwgs for incorporation in as -built set on full size dwgs. 18. P.C. shall provide full plumbing submittal package to Sunset Air for approval prior to purchase and installation. 19. Label all Piping and Direction of Flow. 20. PIPING MATERIAL SCHEDULE: PIPING COLD WATER: HOT WATER: RAIN LEADERS: WASTE: WASTE: VENT: GAS' LOCATION ALL ALL ALL ABOVE GROUND BELOW GROUND ALL ALL MATERIAL COPPER /PEX COPPER /PEX PVC ABS /PVC - PVC PVC SCHEDULE 40 BLACK IRON JOINT NO -LEAD SOLDER NO -LEAD SOLDER CONTACT CEMENT HUB OR HUBLESS CONTACT CEMENT CONTACT CEMENT THREADED <2 -1/2" 21. PIPING INSULATION SCHEDULE: HW 3_/4 PIPING TYPE PIPE SIZE INSULATION TYPE INSULATION THICKNESS UNDERSIDE OF ROOF DRAINS: OVERHEAD RAIN LEADERS: ALL ALL FIBERGLASS FIBERGLASS 1/2" 1/2" VERTICAL RAIN LEADERS: OVERHEAD COLD WATER: HOT WATER: ALL ALL ALL NOT REQUIRED FIBERGLASS FIBERGLASS -- 1/2" PER WSEC cin i r =ronln SYMBOL DESCRIPTION FIXTURE 5GHtuLILt DESCRIPTION 40 Gallon Hot Water Heater GAS PIPE Model Proe203 DOMESTIC COLD WATER V DOMESTIC HOT WATER HW 3_/4 DOMESTIC W CIRCULATING 9HWH-1 SHW -1 HB-1 DOMESTIC WASTE - - -- DOMESTIC VENT - 2 2 3 3 3 - CONDENSATE WATER - - - - - -- REFRIGERANT -Do- ISOLATING VALVE - GLOBE VALVE -{ GATE VALVE -�H CHECK VALVE - BUTTERFLY VALVE PRESSURE REDUCING VALVE - BALL VALVE -I I- UNION - COCK �- PETE PLUG STRAINER r4 w D'4 MOTORIZED VALVE REDUCED PRESSURE BACKFLOW PREVENTER PRESSURE REGULATOR VALVE SOLENOID VALVE rPDI-10 RELIEF VALVE W - -WATER HAMMER' ARRESTOR. - 'LETTER INDICATES PLUMBING& DRAINAGE INSTITUTE SIZE. PLUMBING FIXTURE 5GHtuLILt DESCRIPTION 40 Gallon Hot Water Heater Make Rheem _ Model Proe203 W V CW /4 HW 3_/4 REMARKS 20 Gallon Electric Hot Water Tank, 120v, 2000 watt _ 9HWH-1 SHW -1 HB-1 Expansion Tank - - -- - Wall Mount Lavatory Stainless Single Bowl Kitchen Sink Floor Mount Janitor Sink Floor Mount Toiler Sho wer ADA Hose Bibb Amtrol Kohler Elkay Kohler Kohler FIBER -FA8 ER- Therm -x- trot -30 K -2032 LRQ2522 K -6710 _ K -3519 38 21310 - 2 2 3 3 3 - - 1 1/2 1 1/2 2 2 222 - 1/2 1/2 1/2 1/2 1/2 - - Symmons S -60 -H Faucet, 0.5 GPM flow rate. Chicago Faucets 201- AGN8AE3 -317 Faucet w /1.0 GPM Aerator Chicago Faucets 897 Kohler Pressure Lite _1.0 Toilet. 1.0 GPF, Bemis 1955C Seat - W/ Symmons Valves 1.5 Shower Head, Floor drain Tamper Proof, Exposed, Non - Freeze, Anti - Siphon, Automatic Draining _ ICE -1 DW -1 COFF -1 FD -1 IH -1 CR -1 '- Icemaker Outlet Box Dishwasher Coffee Maker Line Floor Drain Instant or Water Dispenser Circulating Water Pump OatleY TED TBD Zurn insinkerator Grundfos - TED TED Z415B SST -FLTR UP15- 10BUC7 - 2 - 2 - -- - - - 2 - -- 1/2 112 1/4 - -- - 1/2 - - - 314 - - - - _ Residential Style Dishwasher Coffeemaker (Verify Location) W /Trap Primer 120 Volts, 750 Watts, 6.25 amps, wl filter 120 Volts, 1125 hp, w /time clock W W Z Q F 2 o w= o N Djo No,'. 32; OWU FOUE (/J 2NW FZ- 1- HZ� S��i (/1 n'o- U'tnor�Q.�y Z Q Z O m a U w z o W Dow in 0 DO DO 0OU� AtLL U 16wm. -Jr, ocz ww z rw O zrri owns o Moz, oy�ww zip 2�jd ¢rnz p'pop¢ �iUw, �woa„�,owLL 0Z Zotxw,x,NNZ. o u0 O0U°LLwor'>x�� >>�- ZJW3U -(Y ln�n.WN z o I CL O Z .0Z 4LL Ow 1w =_0LL'4 Z OJ- WQ F j . 0 0 O 0 000 m LL U Z Vl O 00 o• a o m$ v h z m q vI ao' P a� o w_ ICI 0 5 N, U o O Im „o a I U � z rn Z Ow LU rn o LU 0 rc OEBIGNE aY'. SA/J� DRAWN SFIi F DO 0 cnO roeFYP10.DWG N INEERING JOB NU.rER I STRUCTION Joe NU.ER: i I 1 SHEET NOTES - ALL WATER CONNECTIONS ARE 1/2" UNLESS NOTED OTHERWISE. - ALL FLOOR DRAINS TO HAVE TRAP PRIMERS. - DOMESTIC WATER, WASTE, AND WATER SOURCE HEAT PUMP LOOP TO RUN IN A COMMON TRENCH THROUGH BANKING LOBBY. COORDINATE W/ ME. COMMUNITY ROOM 20 121 V HB -1 WORK ROOM 104 OFFFICE 03 1/2" HW 1/2" HI — LEASED SPACE 118 CASH 106 VIEWING C VAULT ( ROOM LT flL -- VAULT U) TELLERS Fl—o-51 r TECHNOLOGY 0 1/2" CW HWH -1 LOCATED ABOVE SHOWER. DIET I i PRESSURE RELIEF TO MOP SINK. R _ O v ACCESS DOOR BY G.C. L 2 Q STORAGE ao P -1 1 1 1 -TIE 1" INTO z - COLD WATER SUPPLY METER I I C - /C Z � EP I 314" CW 1 11444 " HW J U c W BANKING C C - Y LOBBY 02 HALL 1=3 1/2" CW p ILE11 12" HW z i- U) x i / OFINCE CO ROOM CE C� 3/4" CW 1 N DOMESTIC WASTE /VENT PLAN — _SCALE- 1/8'_ 1'-_Q'- V y fi noMESTIC WATER PLAN 0 4' a SCALE: 1/8" = V- 0.. p NQ) ui w = Q,Z EE �QJ�W WDO:aQ2. SO Q Z UN F p U Q E SO, NUN1=- OO�Z'N d'�U'NpF-KQ�In a s K Z F 2 US O W. W Z� Q w vD = 6 0 z F=- NJ f-OO d Z p�Uw00 6 U L) Z W K p ' = w N Z -� O U~ K X NF Oo-ru_0a. =poxwwz W >z ti p U -Lo N S M- j p U W N Ij m U 0"X" LL O rd n EC< zw 10 OOZp U O Q O Ir- i K • �, w O Q 3 ao O m� &B z p NQ) ui w = Q,Z EE �QJ�W WDO:aQ2. SO Q Z UN F p U Q E SO, NUN1=- OO�Z'N d'�U'NpF-KQ�In a s K Z F 2 US O W. W Z� Q w vD = 6 0 z F=- NJ f-OO d Z p�Uw00 6 U L) Z W K p ' = w N Z -� O U~ K X NF Oo-ru_0a. =poxwwz W >z ti p U -Lo N S M- j p U W N Ij m U 0"X" LL O rd n EC< zw 10 OOZp U O Q O r6' r 51 ;w a e ' o c 0 ;NEO Be SO AJ IN Br SFC CAD FILE OFYP20.DWG ENGINEERING JOB NUMBER. CONSTRUCTION JOB NUMBER Ir- K • �, w O Q 3 ao O m� &B z - - F- Z lJ I z Z U c W W Q Y U p z i- U) x L1J r6' r 51 ;w a e ' o c 0 ;NEO Be SO AJ IN Br SFC CAD FILE OFYP20.DWG ENGINEERING JOB NUMBER. CONSTRUCTION JOB NUMBER P2.0 I Ir- Lu Q - - F- Z lJ I Z W Q Y U i- U) L1J Q P2.0 I ELECTRICAL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED IN THE PRESENCE OF THE ENGINEER. A COMPLETE REPORT OF TEST PROCEDURES AND URN MO LIGHTING FIXTURE SCHEDULE S iM M ES FIXTURE DESCRIPTION RECESSED FLUORESCENT LIGHT FIXTURE LAMPS SINGLE POLE SWITCH MOUNTING & REMARKS SURFACE OR PENDANT MOUNT FLUORESCENT LIGHT FIXTURE (CIRCLE INDICATES RECESSED OR CONCEALED $D DIMMING SWITCH — SINGLE POLE LED JUNCTION BOX) AL1 -0 WALL MOUNT COMPACT FLUORESCENT LIGHT FIXTURE $OS COMBINATION SWITCH / OCCUPANCY SENSOR 15' POLE SURFACE OR RECESSED FLUORESCENT LIGHT FIXTURE $3 THREE WAY SWITCH LED 120'.. 70 ab MULTI — GANGED SWITCH (LOWER CASE LETTERS INDICATES SWITCHING) SURFACE OR RECESSED LED LIGHT FIXTURE '.. H—� SURFACE OR PENDANT MOUNT STRIP LIGHT (CIRCLE INDICATES RECESSED OR CONCEALED JUNCTION BOX) LCP LOW VOLTAGE LIGHTING CONTROL PANEL LED PC PHOTOCELL CONTROL { FIXTURE WITH EMERGENCY BATTERY PACK. PROVIDE UNSWITCHED HOT LEG, OS WALL MOUNTED OCCUPANCY SENSOR (LIGHTING CONTROL) O OS CEILING MOUNTED OCCUPANCY SENSOR (LIGHTING CONTROL) ® EXIT LIGHT FIXTURE (PROVIDE DIRECTION ARROWS AS INDICATED) PROVIDE UNSWITCHED HOT LE;. MOUNT IN GROOVE OF PLANTER WALL TO 1_1 ® WALL MOUNTED EXIT LIGHT FIXTURE (PROVIDE DIRECTION ARROWS AS INDICATED) PROVIDE UNSWITCHED HOT LEG. 120 FT ILLUMINATE THE PLANTER. DIMMABLE I1W SLAG 111V l�J 80CEn n � EG O . ❑y POLE LIGHT FIXTURE (ARROW INDICATES DIRECTION OF AIMING FOR OPTICS) LED 120 1.... 104 MOUNT 14' -0" ABOVE FINISHED FLOOR, FINISH PL1 w I III III III FIXTURE CONTROLS (LOWER CASE INDICATES SWITCHING ZONE, UPPERCASE INDICATES PHOTOCELL ZONE) RECEPTACLES DUPLEX RECEPTACLE (E INDICATES EXISTING TO BE REPLACED) DUPLEX RECEPTACLE (G INDICATES GROUND FAULT CIRCUIT INTERRUPTER) DUPLEX RECEPTACLE (C INDICATES ABOVE COUNTER) FOURPLEX RECEPTACLE I� EQUI101111101 ENT AND WIRING i C I P 0 m m 3 X o w NI 0 M M I III �j y Ep EP HH MH ADA -C7 CONDUIT STUB OUT (PROVIDE CONCRETE MARKER ON EXTERIOR) DEDICATED CONDUIT HOMERUN TO PANEL & CIRCUIT NUMBERS AS INDICATED ON PLANS RACEWAY CONCEALED IN WALL OR CEILING RACEWAY CONCEALED UNDERGROUND OR UNDER FLOOR SLAB, P = PRIMARY , S = SECONDARY MARKS INDICATE NUMBER OF #12 AWG UNLESS NOTED OTHERWISE GROUNDING CONDUCTOR FLEXIBLE CONDUIT GROUNDING SYSTEM PER CODE JUNCTION BOX — SIZE PER CODE (F INDICATES FIRE ALARM SYSTEM) MOTOR CONNECTION DISCONNECT SWITCH FUSED DISCONNECT SWITCH COMBINATION DISCONNECT / MAGNETIC MOTOR STARTER 120/208 VOLT PANELBOARD (OR AT RATED VOLTAGE AS NOTED) HANDHOLE MANHOLE — PRE —CAST CONCRETE W /COVER HANDICAP PUSH BUTTON CONNECTION UTILITY POLE POWER VAULT / MANHOLE O CONSTRUCTION NOTES O DEMOLITION NOTES W W INDICATES WEATHERPROOF FOR ALL DEVICES, PROVIDE LOCKING COVER ON RECEPTACLES. 7 ALL DEVICES WITH LIGHT LINE WEIGHT INDICATES EXISTING TO BE RETAINED ALL DEVICES WITH DASH LINE INDICATES EXISTING TO BE REMOVED DETAIL CALL OUT — A INDICATES DETAIL IDENTIFICATION, E2 INDICATES SHEET Ez E3 TAKEN FROM, E3 INDICATES SHEET DRAWN ON AH1 MECHANICAL EQUIPMENT CONNECTION — COORDINATE EXACT LOCATION AND CONNECTION 1 REQUIREMENTS WITH MECHANICAL. GENERAL NOTES FOR LIGHTING FIXTURE SCHEDULE 1. PROVIDE BALLASTS TO ACCOMMODATE DUAL LEVEL SWITCHING FOR ALL 3 AND 4 LAMP FIXTURES. 2. SEE DRAWINGS FOR EMERGENCY LIGHTING FIXTURES, 3. FOR LIGHTING CONTROLS WHICH INCLUDE DAYLIGHT, OCCUPANCY SENSORS AND TIME CLOCK CONTROLS, THE ELECTRICAL CONTRACTOR SHALL PROVIDE TESTING OF THE CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS TO MAKE SURE THEY ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED IN THE PRESENCE OF THE ENGINEER. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER. LIGHTING FIXTURE SCHEDULE SYMBOL FIXTURE DESCRIPTION MANUFACTURER/MODEL # LAMPS V W MOUNTING & REMARKS GARDCO - PUREFORM LED AL1 POLE MOUNT AREA LIGHT FIXTURE P21- AI- 1- BLC -70LA 120 70 15' POLE AL2 POLE MOUNTAREA LIGHT FIXTURE GARDCO - P- M LED 120'.. 70 20' POLE 70LA LA P 21 -A I -1- BLC 70 '.. GARDCO - BOLLARD LED LED BL1 BOLLARD LIGHT FIXTURE BR842- CWL -NW- 180 -18 120 18 SURFACE MOUNT INDIRECT DALS - LED TAPE LED 1275/ MOUNT IN GROOVE OF PLANTER WALL TO 1_1 WEATHERPROOF LED STRIP LIGHT LEDTAPEOUT -HP -5M 120 FT ILLUMINATE THE PLANTER. DIMMABLE PENDANT MOUNT LED DECORATIVE GLIGHTING BAY LON LED 120 1.... 104 MOUNT 14' -0" ABOVE FINISHED FLOOR, FINISH PL1 LIGHT FIXTURE GL2602- 0 -W -2 -C '... TO BE SELECTED BY ARCHITECT PORTFOLIO LED ''.. PENDANT MOUNT FIXTURE WITH BOTTOM OF PL2 PENDANT MOUNT LED DECORATIVE LCRA6A- 15 -DE010 120 22.6 FIXTURE AT +7'-6" AFF. FINISH TO BE SELECTED FIXTURE BY ARCHITECT BRUCK REGAL LED PENDANT HANG FIXTURE WITH BOTTOM OF PL3 PENDANT MOUNT LED DECORATIVE 222 - 874 -BZ 120 13 FIXTURE AT +9'-0" AFF. FINISH TO BE SELECTED FIXTURE BY ARCHITECT PORTFOLIO LED PL4 PENDANT LED LCR8A- 30- DE010 -BZ -E RC8A- 30- 80- 35- 8LM0 -LI -XX 120 39 PORTFOLIO # LED RL1 RECESSED 6" LED CAN LIGHT LD6Al2D010TE ERW6A159356LW1LI 120 22.4 COOPER METALUX# LED RL2 RECESSED 2'X2' LED TROFFER 22E N -1_D 1 -34 -U N V- L840 -C D 1 -U 120 134.8 RECESSED 8" LED CAN LIGHT WITH PORTFOLIO LED RECESSED IN SLOPED CEILING. ADJUST RL3 ADJUSTABLE ANGLE LDSA -30 120 43.4 AIMING TO MATCH THE SURFACE BELOW SURFACE MOUNT LED WRAP AROUND COOPER METALUX# LED 120 48 SL1 FIXTURE 4WNLED- 01 -41 -F- 120 - 1_840 -CD1 SURFACE MOUNT LED CYLINDER DOWN PORTFOLIO LED RECESSED IN SLOPED CEILING, ADJUST SL2 LIGHT LD6A -30 120 43.4 AIMING TO MATCH THE SURFACE BELOW RSA -PUK LED SL3 LED DISPLAY CASE 1201... 5 PENDANT MOUNT LED DECORATIVE BRUCK REGAL LED ''.''...... MOUNT FIXTURE TO TRACK OVER TELLER LINES 1L1 TRACK FIXTURE 222 - 874 -BZ 120 6 '... HANGING AT +7-13" AFF LIGHTING SCIENCE LED UC1 LED UNDER CABINET CRD- NW -D -MTL 120, 2 .. ELLIPTIPAR # LED 30" CANTILEVER CENTERED OVER SIGNAGE AT WL1 WALL MOUNT WALL WASHER S122- 0700- X -02- 1- 00- 0 -35 -00 VCS02300 120 18 +9, -0" AFF LUMAR # LED WL2 WALL MOUNT EXTERIOR AREA LIGHT 120 10 WALL MOUNT ABOVE DOORS AT +9'-0" AFG XTOR AK COOPER SURE -LITES # LED WALUCEILING MOUNT ALONG EGRESS EX1 UNIVERSAL EXIT SIGN APX6G 120 3 PATHWAYS POINTING DIRECTION OF EGRESS COOPER SURE -LITES # LED WALL MOUNT TWIN HEAD FLOOD AIM LIGHT EX2 TWIN HEAD FLOOD EGRESS LIGHT LEM 120 3 ALONG THE PATHS OF EGRESS Keynotes General Notes: Legend �E 0 0 o a U) E � 3 � 3 v 0 M nUl W U L lJ V N J W 0 W Li Q r, � o o� T C a O 3 � o p- p °u 3 o p E 0 a 3 i Z CID J W Lu W Z 7 /8 /wlk PERMIT SET Schema Ic 07/08/2014 Design Revisions I Closing Date ALL RIGHTS RE ERVED THESE DRAWINGS ARE THEPROPERT OF MSGS ARCHITECTS AND ARE NOT TO b USED OR REPRODUCED IN ANY MANNER WITHOUT PRIOR WRITTEN PERMISSION. I Sheei Title ELE.CTRICAL LEGEND AND SCHEDULES SheelNO. 101 OS Project No 13 -133 PROJECT NORTH N CE1 ELECTRICAL SITE 1 SCALE: 1 "= 20' -0" r I) ON POINT i 0 Keynotes General Notes: Legend 0 U t U O m C _V) U W U I Lei L E O a T C 6 O 3 `a) o C O' 6 0 3 o � 'a E _T O 'a N J Q W W Q CL O z m w r w Z 7 /S /WI4 ERMIT SET 07/08/2014 Revision{ Closing Date ALLRIG TS RESERVED THESE DRAWINGS ARE THE PROI ERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN • NY MAI JNER, WITHOUT PRIOR W RITTEN PERM )N Sheet Title PLECTRICAL SITE PLAN C Sheet No. E1.01 MSGS Project No. 13 -133 ti v AL1 AL 1 I - I I � Z51 E�- I� Y, �~ '--- - - - - -, AL1� AL2 h ATM ,I -- t NEW BANK BUILDING I I CAR CHARGING AL2 PEDESTAL -,I I I I ; I COMMU ITY I ROOM LEASE SPACE /OBL1 ®BL1 GO - -- - - - -- PROJECT NORTH N CE1 ELECTRICAL SITE 1 SCALE: 1 "= 20' -0" r I) ON POINT i 0 Keynotes General Notes: Legend 0 U t U O m C _V) U W U I Lei L E O a T C 6 O 3 `a) o C O' 6 0 3 o � 'a E _T O 'a N J Q W W Q CL O z m w r w Z 7 /S /WI4 ERMIT SET 07/08/2014 Revision{ Closing Date ALLRIG TS RESERVED THESE DRAWINGS ARE THE PROI ERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN • NY MAI JNER, WITHOUT PRIOR W RITTEN PERM )N Sheet Title PLECTRICAL SITE PLAN C Sheet No. E1.01 MSGS Project No. 13 -133 D D o- 0 \l I A I I B C FIRST FLOOR SCALE: 1 /@ ° -1. 0" 0 4 8' 16' SCALE: 1,/8" = V -0" D PROJECT NORTH N (: N I E I F �J CONSTRUCTION NpTES O1 PROVIDE OUTDOOR RATED LED STRIP PERMANENTLY ATTACHED TO BACK OF PLANTER WALL. O2 PROVIDE WEATHERPROOF JUNCTION BOX FOR CONNECTION TO OPEN /CLOSE SIGN. O3 PROVIDE NEMA 3R DISCONNECT SWITCH PADLOCKABLE IN THE OPEN AND CLOSE POSITION FOR SIGN. ® LOW VOLTAGE LIGHTING CONTROL PANEL. SEE SCHEDULE ON THIS SHEET FOR ADDITIONAL INFORMATION. OS LOW VOLTAGE 6- BUTTON SWITCH TURNS ZONE a -f ON AND OFF. O Keynotes General Notes: Legend o v I o � P n 0 C M a O O 0 3 `a1 W °O �o • � o O I on Q- P M 0 Q I N Z Q N J Q W 0 W ILL Q Ca C J O U Z Q m J w Lu w Z ' '7/8/W k I P�RMIT SET Design I 07/08/2014 Revisions y Closing Date !i X 6I 1 ALLRICHTS ESERVED THESE DRAWINGS ARE THE PROPER Y OF MSGS ARCHITECTS AND ARENOT TO E USED OR REPRODUCED IN ANY MANN WITHOUT PRIOR WRITTEN PERMISSION. Sheet Title FI ZST FLOOR LIG iTING PLAN 4 u Shoot No. 2.0 1 ■ MSGS Project No. 13 -133 A CID C D I I I I 1 I I� NIGHT — I I DEPOSIT—\ 5 ATM C 3 - -3 �- - ti 3 - - - — - 15 0��1 / I rF#§E 1 N 15 Jwc 21 L°'' I I 5 c +! ENs o J, �ECHILc ALc 3 MDP- 15,17,19 ST u I C ROC M — — _ - — — 1121 N 4DI_1P- 25 a 1i7i3i U ply G 3NgNC L086Y 29 1 27 C TV I I I vuNIT r 3 E3.01 _ 1 7 1,3,5 A B C FIRST FLOOR I E3.01 SCALE: 1/8' =1' -0' 0 4' 8' 16' SCALE: 1/8" = 1' -O" MD Ei �01... - *i1 4 MDP- ,45,4 'C4) C bFHCE �coalia ^ic- #1 CU. GND 101 OOM +36., 1 i 7 4 — — M G, I I COORDINATE I CONNECTION WITH UTILITY I I \ E F E I I F o I- 5 3 PROJECT D NORTH ER PLAN ()N CONSTRUCTION NOTES O1 (1) 1" CONDUIT FOR POWER TO DRIVE -UP (1) 2" CONDUIT FOR COMMUNICATIONS TO DRIVE -UP. 0 MOUNT ABOVE CEILING. COORDINATE LOCATION WITH VAULT LAYOUT. 0 MOUNT RECEPTACLE ABOVE DROP CEILING FOR VAULT SECURITY SYSTEM. ® PROVIDE HEATER MOUNTED IN CEILING AND THERMOSTAT. COORDINATE LOCATION WITH G.C. AND PROVIDE BRACING AS REQUIRED. COORDINATE LOCATION OF THERMOSTAT WITH THE OWNER. NEMA L5 -20R, FOR ATM @ 16" AFF. PROVIDE CONNECTION TO ATM AND SIGN AS REQUIRED. DISHWASHER rCOFFEE �F [MAKER V i 14 IIII,_ �r11I ! ` c PERMIT al�_ , U 1. , rl• Z � r.• Revisions Closing Date j W I Q W J L I ,• LEI` 16 • ALL RIGHTS Z 5� � L BE USED OR REPRODUCED IN I J O � PERMISSION. Sheet Title I l F�RST FLOOR PpWER PLAN I I Sheet No. 3.01 ail i 1 • riall_ I`�s -_1 �� lily' .i 161 1 LIN 1• t;; al 1• LCP IQ� Ir j I 5 3 PROJECT D NORTH ER PLAN ()N CONSTRUCTION NOTES O1 (1) 1" CONDUIT FOR POWER TO DRIVE -UP (1) 2" CONDUIT FOR COMMUNICATIONS TO DRIVE -UP. 0 MOUNT ABOVE CEILING. COORDINATE LOCATION WITH VAULT LAYOUT. 0 MOUNT RECEPTACLE ABOVE DROP CEILING FOR VAULT SECURITY SYSTEM. ® PROVIDE HEATER MOUNTED IN CEILING AND THERMOSTAT. COORDINATE LOCATION WITH G.C. AND PROVIDE BRACING AS REQUIRED. COORDINATE LOCATION OF THERMOSTAT WITH THE OWNER. NEMA L5 -20R, FOR ATM @ 16" AFF. PROVIDE CONNECTION TO ATM AND SIGN AS REQUIRED. DISHWASHER rCOFFEE �F [MAKER ENLARGED POWER PLAN E3.01 o SCALE: 1/4 " =1' -C 6%mmmmmmmiiiiii +III 5 1 U_ NIT` n� 1�0 I 1 ?Oi DP -1 3 M.P01 MDP79 I 1 I 1 1 1 1 F- - 1-COFFEE G C - OAKER 'TcIL 7 AC — I I 121 11' 1LY. 1 IAI ENLARGED POW SCALE: 1/4=1'-O' 0 2 4' 8' SCALE: 1/4" = 1' -0" z PROJECT NORTH )N -11,13 PROJECT NORTH )N C) Keynotes General Notes: Legend O o P � T C M 0 0 ° 0 Vf a � v � ° 3 �o • � o O v D- 0 T M U Q E L V i 14 AONALG1 ! ` c PERMIT al�_ , U 1. , rl• Z � r.• Revisions Closing Date j W I Q W J L I ,• LEI` 16 • ALL RIGHTS Z ENLARGED POWER PLAN E3.01 o SCALE: 1/4 " =1' -C 6%mmmmmmmiiiiii +III 5 1 U_ NIT` n� 1�0 I 1 ?Oi DP -1 3 M.P01 MDP79 I 1 I 1 1 1 1 F- - 1-COFFEE G C - OAKER 'TcIL 7 AC — I I 121 11' 1LY. 1 IAI ENLARGED POW SCALE: 1/4=1'-O' 0 2 4' 8' SCALE: 1/4" = 1' -0" z PROJECT NORTH )N -11,13 PROJECT NORTH )N C) Keynotes General Notes: Legend O o P � T C M 0 0 ° 0 Vf a � v � ° 3 �o • � o O v D- 0 T M U Q E L � N � oV 04 •A58Y4,G��C'�� V i AONALG1 ! ` c PERMIT SET ;H U J Z � Revisions Closing Date j W I Q W J L a LEI` ALL RIGHTS Z 5� � L BE USED OR REPRODUCED IN I J O � PERMISSION. � N � oV 04 •A58Y4,G��C'�� AONALG1 7 /8 /wI4 PERMIT SET Scherrjatic i Design 07/08/2014 Revisions Closing Date I ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPEI TY OF MSGS ARCHITECTS AND ARE NOT T BE USED OR REPRODUCED IN ANY MANY ER, WITHOUT PRIOR WRITTEN PERMISSION. Sheet Title I l F�RST FLOOR PpWER PLAN I I Sheet No. 3.01 MSGS Project No. 13 -133 C3� ,4J t 9� I PROJECT A B C NORTH D E1 ROOF POWER PLAN )N 33.02 SCALE: 1/8' =1' -0' 0 4 8' 16' SCALE: 1/8'' = 1' -0" I C� (I\ - U r1 r� ,G U U -n9 CONSTRUCTION NOTES O1 PROVIDE WEATHERPROOF GFCI RECEPTACLE MOUNTED 6" BELOW EAVES FOR HOLIDAY LIGHTING. ROUTE CIRCUIT THROUGH THE LIGHTING CONTROL PANEL. Keynotes General Notes: Legend o V) � o o � ON 0 a N C � P US C = L N o 0 3 `OT 0 M /'1 O ui W W w ° L u- 56 O 3 o • O d < Z C� C u � O M U 0 o a —V-r-r- 7/B/701A P RMIT SET { {I Schem tic 07/08/2014 Design j Rev6ions Closing Date ALL RIGHTS I ESERVED THESE DRAWINGS ARE THE PROPER Y OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNU , WITHOUT PRIOR WRITTEN PERMISSION. Sheet Title ROOF POf{ WER PLAN k Sheet No. 3.02 MSGS Project No 13 -133 Z ' C Q = L N Z Q ry m � ui W w ° L u- Q L < Z C� C u � C J O c —V-r-r- 7/B/701A P RMIT SET { {I Schem tic 07/08/2014 Design j Rev6ions Closing Date ALL RIGHTS I ESERVED THESE DRAWINGS ARE THE PROPER Y OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNU , WITHOUT PRIOR WRITTEN PERMISSION. Sheet Title ROOF POf{ WER PLAN k Sheet No. 3.02 MSGS Project No 13 -133