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07-0381 Creek St. plaza Bldg. A Stamped Arch.GENERAL NOTES: 1) ALL WORK SHALL CONFORM TO APPLICABLE CODES AND REGULATIONS AS ENFORCED BY THE CITY OF YELM AND THE STATE OF WASHINGTON. 2) PRIMARY CODE IS 2003 INTERNATIONAL BUILDING CODE INCLUDING WA. STATE AMENDMENTS. & WA. STATE ENERGY CODE 2003 3) VERIFY CONDITIONS AND DIMENSIONS IN THE FIELD. NOTIFY ARCHITECT OF ANY IRREGULARITIES. 4) A COPY OF THE APPROVED PERMIT PLANS MUST BE ON SITE AT ALL TIMES. 5) MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL WORK IS TO BE BIDDER DESIGNED AND INSTALLED ACCORDING TO THE SCOPE OF WORK SHOWN IN THIS DOCUMENT PACKAGE. PERMITS, LICENSES, FEES, ETC. SHALL BE ARRANGED FOR OR PROVIDED BY THE CONTRACTOR UNLESS PRIOR ARRANGEMENTS ARE MADE WITH THE OWNER. 6) ALL STREETS AS WELL AS THE PREMISES SHALL BE KEPT CLEAN AS A RESULT OF THIS CONSTRUCTION ACTIVITY. 7) THE SAFETY, SECURITY AND QUIET ENJOYMENT OF THE GENERAL PUBLIC, CENTER TENANTS AS WELL AS THE EXISTING AND ADJACENT IMPROVEMENTS IS THE RESPONSIBLITY OF THE CONTRACTOR. 8) DEBRIS AND MATERIAL NOT TO BE INCORPORATED INTO THE WORK SHALL BE REMOVED FROM THE SITE IN A RESPONSIBLE AND TIMELY MANNER. SITE SECURITY IS THE RESPONSIBILITY OF THE CONTRACTOR. 9) THE ABSENCE OF SPECIFIC DETAIL OR NOTE DOES NOT IN ITSELF CONSTITUTE GROUNDS FOR ADDITIONAL SCOPE OR COST. THE CONTRACTOR SHALL SEEK CLARIFICATION AND DIRECTION FROM THE ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DELIVER A COMPLETE PROJECT AS SUGGESTED BY THESE DOCUMENTS AND CONSTRUCT THE PROJECT IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS. 10) CONCRETE IS TO BE A MIN OF 3,000 LB MIX, POURED ON FIRM, DRY BEARING WHEN SITE TEMPERATURE WILL BE ABOVE 34 DEGREES FAHRENHEIT AND DRY DURING THE FIRST 48 HOURS OF CURING. ENSURE CONCRETE IS FULLY CURRED PRIOR TO LAYING FLOOR FINISHES. CONTACT THE ARCHITECT FOR MAX PERMITTED MOISTURE CONTENT. 11) ALL PRE - MANUFACTURED LUMBER, STEEL &SHOP FABRICATED COMPONENTS ARE TO BE SIZED AND INSTALLED ACCORDING TO THE MANUFACTURER'S DETAILS AND CRITERIA. 12) ALL STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, SHALL BE FIRE STOPPED PER CODE. 13) CONTRACTOR TO BE RESPONSIBLE FOR ASSEMBLY & ERECTION, FOR THE COORDINATION OF TRADES, FOR THE SITE AND FOR WORK THAT MAY PROVE DETRIMENTAL TO THE STABILITY OR WEATHERABILITY OF THE STRUCTURE. 14) PROVIDE BLOCKING / BACKING FOR GRAB BARS, CABINETS, FIXTURES AND THE LIKE. 15) THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFETY ON THE JOB SITE. 16) EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS, WALL PANELS AND FOUNDATIONS, AND AT ALL SUNDRY CONDITIONS OF THE BUILDING ENVELOPE AND BETWEEN TENANT SPACES SHALL BE SEALED, CAULKED, GASKETED AND /OR WEATHER- STRIPPED AGAINST SPREAD OF SMOKE O AND OR FIRE AIR LEAKAGE AND PROHIBIT O BIT ANIMA L OR INSECT INTRUSION. US ON. 17) THE CONTRACTOR HAS THE RESPONSIBLITY TO LOCATE UTILITIES, METERS AND VALVES AND TO PROVIDE ACCESS, INCLUDING PANELS AND HOUSING S , FOR ALL NEW SERVICES E RESULTING NG FR M O THIS WORK. O K. 18) ALL WORK SHALL BE WARRANTEED BY THE CONTRACTOR FOR ONE FULL YEAR FROM THE DATE OF SUBSTANTIAL PERFORMANCE AS SHALL BE DOCUMENTED IN WRITING BY THE ARCHITECT SUBSEQUENT TO A SITE REVIEW AFTER APPLICATION FROM THE CONTRACTOR. 19) ALL WORK IS TO BE PERFORMED TO THE CONVENTIONAL STANDARDS OF THE APPLICABLE INDUSTRY OR TRADE. 20) THE CONTRACTOR IS TO COOPERATE WITH THE OWNER, THE TENANT AND THE TENANTS SUPPLIERS AND TRADES FOR WORK THAT SHOULD BE INCORPORATED DURING THE CONTRACTOR'S SCOPE; LANDLORD SCOPE PRECEEDING TENANT IMPROVEMENT, AND SHALL COOPERATE WITH TENANT'S TRADES SHOULD THE OWNER PERMIT OVERLAP IN THE TIMELY EXECUTION OF CONTRACTS. CONSTRUCTION NOTES: ALL WORK SHALL CONFORM WITH APPLICABLE CODES AND REGULATIONS. 2. VERIFY DIMENSIONS AND CONDITIONS IN THE FIELD. NOTIFY ARCHITECT IF NOT AS SHOWN. 3. ALL CONSTRUCTION IS SUBJECT TO FIELD REVIEWS OF OWNER'S REPRESENTATIVES' AS WELL AS FINAL APPROVAL AND ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE CITY OF YELM. 4. SPECIAL INSPECTIONS SHALL BE PROVIDED BY THE OWNER THRU AN AGENCY APPROVED BY THE LOCAL BUILDING DEPARTMENT FOR: A. REINFORCED CONCRETE B. STRUCTURAL MASONRY C. STRUCTURAL WELDING D. HIGH STRENGTH BOLTING E. SOIL INVESTIGATION COPIES OF ALL SPECIAL INSPECTION REPORTS ARE TO BE FORWARDED TO THE BUILDING DEPARTMENT, THE CONTRACTOR, THE OWNER, THE ENGINEER AND THE ARCHITECT OF RECORD. 5. WELDING MUST BE PERFORMED BY WABO CERTIFIED WELDERS. CERTIFIED CARDS MUST BE PROVIDED FOR REVIEW BY INSPECTORS 6. AN APPROVED SET OF PERMIT DOCUMENTS MUST BE KEPT ON SITE AT ALL TIMES FOR ACCESS BY INSPECTORS. 7. CONSTRUCTION EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY EARTH DISTURBANCE. 8. SPECIAL CONSULTANTS /INSPECTORS WILL BE PROVIDED BY THE OWNER FOR GEOTECHNICAL AND STRUCTURAL INSPECTIONS /TESTING, DURING THE COURSE OF CONSTRUCTION. GENERAL CONTRACTOR IS TO CALL FOR INSPECTIONS IN A TIMELY MANNER. FIRE PROTECTION SYSTEM (DESIGN BUILD — DEFERRED SUBMITTAL) TIMING OF INSTALLATION: 1. FIRE APPARATUS ACCESS ROADS SHALL BE CONSTRUCTED AND APPROVED AND FIRE HYDRANTS SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO COMMENCEMENT OF COMBUSTIBLE FRAMING. FIRE ACCESS ROADS SHALL REMAIN UNOBSTRUCTED AND SERVICABLE DURING BUILDING CONSTRUCTION. HYDRANT FLOW REQUIREMENTS: 2. THE MINIMUM HYDRANT FLOW REQUIRED IS 1,500 GPM AT 20 PSI RESIDUAL PRESSURE FOR A 2 —HOUR DURATION. THE REQUIRED FLOW SHALL BE PROVIDED BY WATERMAINS INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE CITY OF YELM UTILITY & FIRE DEPARTMENTS, AS WELL AS NFPA 24. VERIFICATION THAT THE REQUIRED FLOW HAS BEEN MET MUST BE CONFIRMED PRIOR TO OCCUPANCY APPROVAL. FIRE SPRINLER SYSTEM REQUIREMENTS: 3. A STANDARD AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE PROVIDED THROUGOUT THE BUILDING IN ACCORDANCE WITH NFPA 13 STANDARDS (CURRENT EDITION). THE FIRE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED BY A WASHINGTON STATE LEVEL III CERTIFIED FIRE SPRINKLER SYSTEM CONTRACTOR IN ACCORDANCE WITH WAC 212 -80. FIRE ALARM SYSTEM REQUIREMENTS: 4. AN APPROVED AUTOMATIC AND MANUAL FIRE ALARM SYSTEM WITH SUPERVISED MONITORING SHALL BE PROVIDED THROUGHOUT THE BUILDING IN ACCORDANCE WITH THE CITY OF YELM FIRE DEPARTMENT ALARM REGULATIONS AND NFPA 72 STANDARDS, PLANS AND SPECIFICATIONS SHALL BE SUBMITTTED BY A LICENSED FIRE ALARM CONTRACTOR TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. SUBMITTALS &PERMITTING: FIRE SPRINKLER AND ALARM FIRE SPRINKLER AND ALARM SYSTEMS TO BE DESIGNED IN ACCORDANCE W /CURRENT CODES AND WILL BE THE SUBJECT OF A DEFFERED SUBMITTAL BY A DESIGN /BUILD CONTRACTOR. FIRE SPRINKLER DESIGNS ARE TO BE SUBMITTED TO THE CITY PRIOR TO THE COMMENCEMENT OF FRAMING. TWO COPIES OF SAID SUBMITTAL TO THE CITY IS TO BE PROVIDED TO THE ARCHITECT. THE GENERAL CONTRACTOR SHALL ARRANGE FOR A KNOX BOX AVAILABLE FROM THE FIRE DEPARTMENT. ADDITIONAL PERMITS BY TRADES (REQUIRED): PLUMBING SYSTEMS — G S S EMS DESIGN BUIL D GAS PIPING SYSTEMS TRADE SUBMITTAL FIRE ALARM SYSTEM (DESIGN — BUILD) FIRE SPRINKLER SYSTEM (DESIGN— BUILD) UNDERGROUND FIRE MAINS & HYDRANTS TRADE SUBMITTAL ELECTRICAL PERMITS (DESIGN— BUILD) SIGN PERMITS TRADE SUBMITTAL LEGAL DESCRIPTION SEE CURRENT SURVEY AS PART OF THE CIVIL ENGINEERING SET OF DOCUMENTS SUBMITTED UNDER SEPARATE COVER. STATE BUILDING CODE EDITION: SECTION 1 — BUILDING AREA LIMITATIONS If there are multiple construction types, or if a fire wall divides the building, orovide a separate analysis for each area Repeat as necessary. X Building is constructed per IBC 302.3.1 for Non - separated Uses, Use most restrictive Atin calculation (or) Type of Area Identify all use and occupancy classification Tabulated Floor Area, At (Table 503) Construction 1 group(s) ( i.e. B, M, R -2, A -3, etc.): Building VB 15,858 sf Current ►B, M, A -2, A -3 Tenant Improvement DOOR/WINDOW /RESTROOM DETAILS sf Proposed loo- some interior improvements are included 1 2.041 sf see floor plan Change of Use sf I Proposed ► X Building is constructed per IBC 302.3.1 for Non - separated Uses, Use most restrictive Atin calculation (or) Story /Level Occupancy Area Tabulated Floor Area, At (Table 503) 2 for multi -story, 3 for single -story 1 ROOF PLAN 1,267 sf 14,000 sf Maximum Allowable Floor Area (provide a separate analysis for each use): Aa= At + [Atlf] + [Atls] Cash DOOR/WINDOW /RESTROOM DETAILS S5.1 PANEL ELEVATIONS 1 2.041 sf 11,500 sf Break down the (Teriyaki) areas of occupancies 1 (Fitness) 6,929 sf 11,500 sf based on storyllevel M, B, A -2 Take as A -2 for worst Case 1 (Remainde 5,621 sf 11,500 sf r) sf sf sf sf X Building is constructed per IBC 302.3.1 for Non - separated Uses, Use most restrictive Atin calculation (or) ❑ Building is constructed per IBC 302.3.1 for Separated Uses, perform "Sum of the Ratios" calculations Frontage Increase, If=[F /P- 0.25]W/30; Sprinkler Increase *, 1,= 300 F= 619 ' I = 50 • r 2 for multi -story, 3 for single -story P=619 ROOF PLAN W =20 *Not permitted when used for fire- resistive substitution Maximum Allowable Floor Area (provide a separate analysis for each use): Aa= At + [Atlf] + [Atls] 6,000 + [6000 x 50] + [ 6000 x 300] / 100 = 24,300 s.f, DOOR/WINDOW /RESTROOM DETAILS S5.1 SECTION 2 BUILDING USE OR OCCUPANCY g4($Ing'have ian automatic sprints r systar SECTION 3 — BUILDING CONSTRUCTION Type of Constructraw va , ra k€ar t s i uon*'� NO Building . for i �:r csstr +rc tx,n ___ Nate: Not akwed when used el3ewhere # Of Str:r3 Pre :c ist ca RaUlrtg R €;gtiam>r forts 'PER TABLE. 601 4d�t€i fscst df eSeparation, Rating #iestzed I fro xoii+ of 13FS£are Tat rsi "t1 5t?d3 R 4 €t hAs �. ft' .r .._.. .. .......:. .. I Structural Frame l�rs Beaemg WaPs interior hrs F6E t ConstNetion hrs Roo L:a� EirctE u hr$ �. ...: . - -- ------------------------------ r I SHEET LEGEND A -0.0 TITLE SHEET A -0.1 SITE PLAN A -1.0 BUILDING A FLOOR PLAN A -1.2 ROOF PLAN A -2.0 BUILDING ELEVATIONS & SECTION A -2.1 METAL CANOPY & WALL SECTION A -3.0 DOOR/WINDOW /RESTROOM DETAILS SI A GENERAL STRUCTURAL NOTES S2.1 FOUNDATION PLAN S2.2 ROOF FRAMING PLAN S3.1 TYPICAL DETAILS S3.2 TYPICAL DETAILS S4.1 ROOF DETAILS S4.2 FRAMING DETAILS S5.1 PANEL ELEVATIONS DESIGN TEAM Architect: Thomas Thompson, AIA 29619 15th Ave NE Stanwood, WA 98292 cell: 206 -409 -0755 (preferred) 360- 629 -3985 Fax: 360 - 629 -5435 tsq @att.net_ Civil Engineer: Contour Engineering, Inc Brett Allen PO Box 607 Olalla, Washington 98359 (253) 238 -5351 Fax: 253-857-5458 Structural: Swenson Say Faget Diana Leonard 2124 Third Ave Suite 100 Seattle, WA 98101 206 - 443 -6212 Fax: 206- 443 -4870 dleonard@swensonsayfaget.com Landscape Architect: William (Corky) Brown Landscape Architect 16630 30th Dr. S.E. Bothell, WA 98012 ph: (425) 417 -4609 fax: (425) 486-1564 corky_b @comcast.net GEOTECHNICAL ENGINEER: The Riley Group, Inc. 17522 Bothell Way NE Bothell, WA 98101 Plumbing: BY DESIGN BUILD to later permit Mechanical: BY DESIGN BUILD to later permit Electrical: BY DESIGN BUILD to later permit architecture C C a o iz E entitlements Thomas Thompson AIA tsq @att.net cell: 206 - 409 -0755 ph: 360- 629 -3985 fax: 360- 629 -5435 29619 15th Avenue NE Stanwood, WA 98292 "" I REGISTERED IMAS J THOMPSON TE OF WASHINGTON Consultant Project Q � U 1�1 w Ce U J LU LLJ Z W �. W LU Z ix L.LJ LU > �5__ Q IL C� O zee < w e -, W W > ® W >- , LIJ ad C:) J �-' m M Revisions BPA - SUBMIT 06 -10 -07 BPA RE- SUBMIT 09 -10 -07 File No. Drawn Checked Date Sheet A-0,90 COVER SHEET 1� 0 cicicicicic RIVER ROCK TO PRE -CAST CONC OR CMU PANELS TO GC OPTION ELEVATION 12' LINDSCAPE WALLS PLAN SCALE: 1/4" = 1' -0" / I LANDSCAPE MASONRY - AUTOZONE & BLDG A SHARED ENCLOSURE BRICK OVER PRE -CAST 24'x 12' (INSIDE) x WHIGH 4�. WIN C NAD 83 WSPCS 39. o SOUTH ZONE SCREEN WALLS CGF = 0.99991929 @ NOTED LOCATIONS. _ SEE LANDSCAPE PLAN. 0 1 15 131101 6W I � AUTOtONE 6,800 S.F. \ RETAIL BLDG A 15,858 S.F. "C'AL E;; I 1' ::: 301 RETAIL BLDG B 3,069 S.F. \ RETAIL BLDG C 6,804 S.F. 32,531 S.F. @ 1/250 =130 CARS ^ 8�; ° FAST FOOD 3,500 S.F. -a STARBUCK'S 1,750 S.F. 00 00 5,250 S.F. @ 1/200 = 26 CARS \ '� O TOTAL FLOOR AREA - 37,781 S.F. COVERAGE = 21.7% SITE AREA (APPROX) = 173,798 S.F. (before dedication) TOTAL CARS REQUIRED 156 TOTAL CARS PROVIDED 169 (incl. 29 compacts @ 17 %) 37' CAPE OLEDEST RIAN PLAZA SCALE: 1/4 " = 1' -0'/ kDE BRICK VENEER TO SCORED CONCRETE TIMBERFORM BENCHES PLANTERS V N SUBJECT OF THIS PERMIT Cn BPILDINP A 1x,858 0. J EMBOSSED 6 FT WIDE • WALK-WAYS MMIK 29 0 0 15' = JAPPROX. 6,500 S.F. y OF DEDICATION 23 Cn N l{YJ C7 U) a I I I I I � _ I I cn a N W � BUILDIN C '— ' � a 15' En _6,804 s,f /1 o Q t- --,- - - T- -I - = I I I I a I I Cn N I �IzU ra li'll I'll Lei -• , I I � BUIL ING ►' ' I I 1 nil 'J\ Cn -o Cn v W Cn ..yl I .. ■ 0 architecture - E C p c - d Q E entitlements Thomas Thompson AIA tsq @att.net cell: 206 - 409 -0755 ph: 360 - 629 -3985 fax: 360- 629 -5435 29619 15th Avenue NE Stanwood, WA 98292 3447 REGISTERED ARCHI C .'S�j AS J THOMPSGN TATE []F WASHINGTONI Consultant Project 0 CV QJIM N W = � W Z C W F W W w/ W L IQ > Z �G L W � \ D W >- •L U �.`■ p J =D M W r l Revisions BPA - SUBMIT 06 -10 -07 REV 06 -22 -07 REV 09 -10 -07 File No. Drawn Checked Date 06 -09 -07 Sheet SITE PLAN A -0.1 (D- CJ REFLECTED CEILING LEGEND: 2x4 TROFFER W/ 3 -32 W T -8 C/W STANDARD PLEXI LENSE BY LANDLORD ® 1x2 TROFFER W/ 2 -32 W T -8 C/W STANDARD PLEXI LENSE BY OWNER o SURFACE MOUNT FLOURESCENT W/1 -32 W T -8 C/W LENSE SWITCHED AT DOOR WITH FAN �- EXIT SIGN & EMERGENCY LIGHT COMBO (EXISTING AT EXIT DOORS) ADD ONE FROM KITCHEN FOR TENANT SC SIGN OUTLET /CIRCUIT (EXISTING) O TO TENANT PANEL BY LANDLORD 2 TYP IC AL TENANT CEILING SCALE: 3/32" = 1' -0" DIFFUSER, SIZE AND DISTRIBUTION BY HVAC TRADE IN DESIGN /BUILD CONTRACT. PROVIDE CONNECTION TO EXISTING RTU DROPS & THERMOSTAT AND ALL DISTRIBUTION IN THIS CONTRACT. SUBMIT & PAY FOR PERMIT BY LANDLORD ® FIRE PROTECTION TRADE WILL SECURE PERMITS AND DROP & INSTALL HEADS FROM RI SYSTEM AS REQUIRED FOR THE USE INTENDED. LOCATIONS ON THIS PLAN ARE DIAGRAMATIC ONLY. BY LANDLORD FOR VANILLA SPACE, ADDITIONAL HEADS TO TENANT ACCOUNT. BROAN 676 EXHAUST FAN DUCTED TO EXTERIOR. SWITCHED AT DOOR. MEN'S RM BY LANDLORD, WOMEN'S BY TENANT. ps SMOKE DETECTOR TYPICAL CEILING LAYOUT AT 11' -0 ". BRACING WIRES TO BE 12 GA. VERTICAL HANGER WIRE @ 4' -0' O.C. BOTH WAYS LATERAL FORCE BRACING WIRE SECURED TO MAIN RUNNER WITHIN 2' OF CROSS TEE INTERSECTION & SPLAYED 90 DEGREES FROM EA, OTHER AT 12' -0' O.C. IN BOTH DIRECTIONS STARTING AT 4' -0' FROM EA WALL COMPRESSION POSTS USG'S, DONN CORPORATION #VSA 12, 24 OR 47 TO SUIT, DO NOT CONNECT TO DECK, SEISMIC SUSPENSI ❑N SYSTEM DETAILS1 FOR CEILING Conform to IBC 803.9 GUIDELINES '_ONES 3 &4 DATED MAY, 2004 b If copy Is I Architect, NOTES, BRACING WIRES ARE INCLUDED ON GRID SPACING OF 12 FT. X 12 FT. WIRES ARE NOT SHOWN HERE FOR CLARITY, POST IS MADE UP OF 3/4' STEEL TUBING WITH .049' WALL THICKNESS. MAXIMUM UNSUPPORTED LENGTH IS 5' -2'. IF MORE THAN 5' -2' IS REQUIRED, NOTIFY ARCHITECT, POST TO HAVE SPRING AND CONNECTION FITTINGS AT TOP AND BOTTOM. (APPROXIMATE ALLOWABLE VERTICAL MOVEMENT IS 1/2' UNDER SEISMIC ACTION. INSTALL ACCORDING TO MANUFACTURER'S DIRECTIONS, POST ASSEMBLIES ARE AVAILABLE FROM DONN CORPORATION, INSTALL SYSTEM IN ACCORDANCE WITH UBC STD. 25 -2 SUPPLY COMPRESSION STRUCTS ADJACENT TO LATERAL BRACING POINTS SUPPLY ADDITIONAL 12 GA, WIRES FOR LIGHT FIXTURES INDEPENDENT OF GRID SUSPENSIION SYSTEM, ALTERNATING 18GA X 3.5' STEEL STUD BRACES --- 0 9 -O' O.C. FROM TOP OF INTERIOR PARTITIONS TO ROOF STRUCTURE (2)18 SCREWS 0 EA. BRACE 20 GA CONT. TRACT( W/08 SCREWS — INTO EACH STUD, EA SIDE T -BAR CLG AT DESIWTED HEOTS INSTALLED UNDER LANDLORD WORK PERMIT WHERE TERMINATING @ CEILING INTERNAL TENANT WALLS ONLY 20 CA CONT. TRACK — INTO EACH STUD, EA SIDE TYPICAL INTERIOR PARTITION/ RI DEMISING WALL 5 /8' TYPE X OVER 3 5/8' OR 6' (DEMISING) METAL STUDS 0 24' R -11 BATT INSULATION, ACOUSTICAL SEALANT ALL EDGES FLOOR TRACK /HILTI X -DNI 72 C/W WASHER TO SLAB 0 36' O.C. MAX WITHIN 6' OF END & SPLICE ICBO J1290 3 TYPICAL DEMISING WALL SCALE: 1 1 /2" = 1' -0" 18GA DEFLECTION TRACK W/ (2) %8 SCREWS 01Y O.C. ROCK WOOL IN FLUTES ROOF DECK DEEP LEG DEFLECTION TRACK SUP JOINT DO NOT CONNECT TRACKS 1 FLOOR PLAN SCALE: 3/32" = 1' -0" 9 C: TO MIN. FIRECODE RESISTANT ABBREVIATIONS 3" ABOVE CLG. RF: TO ROOF DECK, AIR TIGHT GWB. GWB: GYPSUM WALLBOARD WR: WATER (ALL PLUMBING WALLS). RI WALL & PARTITION LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION LL TYPICAL DEMISING WALL BETWEEN TENANTS 6 "x 22 GA. MTL. STUDS, 24" O.C. TO ROOF DECK (SECURED TO ROOF FRAMING) WITH 5/8" TYPE -X GWB UP TO ROOF DECK ON BOTH SIDES; C/W DEFLECTION TRACK, SMOKE SEAL W /ROCK WOOL & ACOUSTIC CAULK ALL EDGES, SEE DTL. TYPICAL EXTERIOR PERIMETER WALLS I RETAIL EXTERIOR WALLS TILT -UP CONCRETE, PAINTED 1 AIR SPACE 3 5/8" METAL STUDS © 16" OC R -13 BATT INSULATION 6 MIL POLY VAPOR RETARDER 5/8" GYP BD READY FOR TENANT FINISH `n TYPICAL TENANT RESTROOM WALL 3 -5/8 "x 22 GA. MTL. STUDS, 24" O.C. WITH 5/8" GWB ON EACH TO 9' -0 ", C/W BATT INSULATION, SEISMIC BRACE CORNERS. c c c a architecture entitlements c E c 0 Thomas Thompson AIA tsq@att.net cell: 206 - 409 -0755 ph: 360 - 629 -3985 fax: 360- 629 -5435 29619 15th Avenue NE Stanwood, WA 98292 3447 REGISTERED /11\ AS J THOMPSON _ATE OF WASHINGTON Consultant Project a N a W W Q � y Z vo 0 W .J W mU Revisions LL J LL ry U w W Z w z LLJ W > Q o- Q Q J > UJ LJJ > > >_ 5� L!J ­q- C:) L J O BPA - SUBMISSION 05 BPA - RE- SUBMIT 09 -10 -07 File No. Drawn Checked Date Sheet A -1.0 BLDG A FLOOR PLAN \J^ u� 4 PLAN- ER DTL, SCALE 1 1/2 " -1' -0' LADD NOTES: COORDINATE JOIST SPACING TO CLEAR LADDER AND ROOF SCUTTLE, O S,H.A, LADDER CLEARANCES MUST BE MET-NO OBSTRUCTIONS IN AREAS BELOW ROOF HATCH PROVIDE SAFTY CAGE IF LADDER EXCEEDS 20' -0' IN HEIGHT. LADDER & HATCH DETAIL E�SECTI" N - R❑ ❑E HATCH SCALE 1 1/2' =1' -0' KEYED NOTES O ROOF SCUTTLE - 2' -6' X 3' -0' TYPE 'S' WITH 'LADDER -UP' SAFETY POST MODEL 2 BY BILCO CO. SECURE SCUTTLE TO ROOF STRUCTURAL STEEL WITH THRU BOLTS ACCORDING TO MANUFACTURER'S DIRECTI ❑NS, HINGE PINS ARE TO BE WELDED NON- REMOVEABLE, O STANDARD 1' FIBER CANT, BUILT UP ROOFING, AND COUNTER FLASHING (AS REQUIRED), U3 3 -1/2' X 3 -1/2' X 1/4' ANGLED WELDED FRAME, EXTEND AND SECURE TO BUILDING ROOF STRUCTURE AS REQUIRED. �4 2 -1/2' X 3/8' FLAT STEEL BAR SIDE RAILS, AND 1' 0 STEEL RUNGS PUNCHED INTO RAILS 12' CENTERS AND WELDED. RUNGS ARE TO BE KNURLED OR DIMPLED TREATED TO MINIMIZE SLIPPING AND ARE TO BE FREE OF SHARP EDGES. RE -BAR MAY BE USED FOR RUNGS. O PROVIDE 2 -1/2' X 3/8' THICK FLAT BENT STEEL BRACKETS AT MAX. 4' -0' CENTERS. WELD TO SIDE RAILS WELD TOP TO STEEL ANGLE FRAME. O AT METAL STUD WALL, PROVIDE 1 -1/2' C.R. STEEL REINFORCING CHANNELS WITH WELDED 3/8' THRU BOLTS TO RECEIVE BRACKETS. CUT STUD FLANGES TO RECEIVE REINFORCING CHANNEL, AT MASONRY, FASTEN BRACKETS WITH 3/8' X 2 -3/4' WEDGE 'RED HEAD' OR "MOLLY" ANCHOR BOLTS. OPROVIDE 2 -1/2' X 2 -1/2' X 3/16" WELDED CLIP ANGLES SECURED TO CONCRETE FLOOR WITH 1/2' X 2 -3/4' WEDGE 'RED HEAD' OR 'MOLLY' ANCHOR BOLTS. O FRP WALL PANELS, FLOOR TO ROOF, Og GASKETED FASTENER. 1'X ROUGH PINE NAILER TREATED WITH CUPRINOL, WOOD NAILER FASTENED TO ROOF DECK; THICKNESS TO MATCH TOP OF ROOF DECK INSULATION, 12 NON -SLIP METAL LANDING SUSPENDED FROM ROOF. 13 GUARD RAIL. ALL SECTION B —B S� 2 SCUPPER DETAIL NTS SECTION C —C DETAIL 1 DETAIL 2 ROOF PLAN SCALE: 3/32" 9 45 CONTINUOUS FRONT CLEAT. 46 SEAL 47 PROVIDE (3) 1" - OVERFLOW HOLES. 48 PREFINISHED 6" DIA DOWNSPOUT AND 16" X 10" X 10" RECEIVER. 49 GALVANIZED SHEET METAL COUNTERFLASHING. 5o GALVANIZED THRU WALL LINER. BOTTOM OF OPENING LOWER THAN COMPLETED ROOF TO ENSURE DRAINAGE. 51 ROOF SIDE OF SCUPPER. 52 GRAVEL STOP. 53 12 "W X 12 "H OPENING. 54 FLASHING AT ROOF SIDE OF SCUPPER. 55 SOLDER (TYP.). 0) c c c O architecture entitlements C 0 E a� a C a I' Thomas Thompson AIA tsq@att.net cell: 206 - 409 -0755 ph: 360 - 629 -3985 fax: 360 - 629 -5435 29619 15th Avenue NE Stanwood, WA 98292 3447 REGISTERED > J THOMPSON OF WASHINGTON Consultant Project Revisions BPA - SUBMIT 06 -10 -07 BPA - RE- SUBMIT 09 -10 -07 File No. Drawn Checked Date Sheet A- • ROOF PLAN 0 ry N w Q� < U d. L Z u > u4i W �. LU w iii■ w U Q Z 12 < u _■ UJ,u w I-% O J LJJ U �� -4 Revisions BPA - SUBMIT 06 -10 -07 BPA - RE- SUBMIT 09 -10 -07 File No. Drawn Checked Date Sheet A- • ROOF PLAN 13 12 11 10 9 8 7 6 CDSOUTH ELEVATION SCALE: 3/32" = 1' -0" 5 4 3 2 i � I I 3 SCALE: 3/4L= 1' -0" 4s PREFINISHED METAL DOWNSPOUT 46 1/8" BENT STEEL PLATE BOLTED TO WALL TO PROTECT DOWNSPOUT s7 BACKER ROD W /SEALANT ALL AROUND a8 6 "x 6" SQ. DOWNSPOUT TRANSITION TO 6" DIA PIPE (4" DIA ® DRIVE —THRU) 4s 1" x 2" PRESSURE SLOTS EACH SIDE 50 LINE OF PAVING 51 STORM DRAIN FLUSH WITH TOP OF PAVING ALIGH WITH ROOF SCUPPER ABOVE. 52 RWL / STORM DRAIN CONNECTION & CLEAN —OUT. PROVIDE FITTINGS FOR 4" AND 6" DIA. CONNECTIONS SEE DETAIL 5 SHEET A -2.1 B 0 RWL PROTECTION & CLEAN —OUT SCALE: 1 /4 — 1 0 (DWE ST ELEVA T ION SCALE: 3/32" = 1' -0" A C2�)0 RTH EV ATION SCALE: 3/32 = 1' -0" B I E WALLSECTION A � PRE —CAST CANOPY SCALE: 1/4" = 1' -0" c c C architecture entitlements C_ Q) E a� t� a c a 1 Thomas Thompson AIA tsq@att.net cell: 206 - 409 -0755 ph: 360- 629 -3985 fax: 360- 629 -5435 29619 15th Avenue NE Stanwood, WA 98292 3447 REGISTERED ARCHITEC:T,- HAS J TH[AdPSON TE OF WASHINGTI Consultant Project Revisions BPA - SUBMISSION 05 BPA - RE- SUBMIT 09 -10, File No. Drawn Checked Date Sheet A-24,0 ELEV'S SECTION D ry Q � N w Q � J U � w Z W � W w a at LLJ ~Q z c Q � � W W w }' C:) w mVM� - Revisions BPA - SUBMISSION 05 BPA - RE- SUBMIT 09 -10, File No. Drawn Checked Date Sheet A-24,0 ELEV'S SECTION 4 CDANOF SCALE: 1 5/4 X 12 PAINTED CEDAR OR EIES ASSEMBLY TO CONTRACTOR'S SELECTION ?ATE WOOD FROM CONCRETE WITH 15# ASPHALT FELT 5/4 X PAINTED CEDAR OR EIES ASSEMBLY TO CONTRACTER'S SELECTION ?ATE WOOD FROM CONCRETE WITH 15# ASPHALT FELT ALL EXPOSED METAL GROUND SMOOTH, RUST FREE AND PAINTED WITH RUST INHIBITING SYSTEM 3 CANOPY EDGE SCALE: 1/4 FULL SIZE C &A SCI A @ ALE: 1 /4 FULL cl npF7 F-I ASHING ASSEMBLY EMBED CENT, TREATED NAILER IN PANEL SURFACE CAULKED TO ROOF OR EXTEl' AS MAY I WARRANT SUPF PAIN 1.5" F SLOE SPAl' PAIN AS P 2x2 ( EXTE MIN CCT 2x4 I• ANC rxs! PREF & RV TO S ALL E WITH 3/4'' C/� 13 WALL SECTION — CANOPY (:DsTALE: 1/2" FING: ARKEY LOW SLOPE VENTIONAL 502 LY V4XHA / PROTECTION ,RD OVER ',1 (3.5 ") YISOCYNURATE J LATI ON 0) c r_ N architecture entitlements C_ E a� a a 9 Thomas Thompson AIA tsq @att.net cell: 206 - 409 -0755 ph: 360 -629 -3985 fax: 360- 629 -5435 29619 15th Avenue NE Stanwood, WA 98292 3447 REGISTERED RCHITECT- HOM J THOMPSaN /ST OF WASHINGTON Consultant Project 0 J m Q N Q J IMM LU W W Al LJ w w U W Z U W W Q w 0 r C C. W Revisions BPA - SUBMIT 06 -10 -07 BPA - RE- SUBMIT 09 -10 -07 File No. Drawn Checked Date Sheet A -2.1 METAL CANC 17' -0" 17' -0" 2" 2" 2" 2" 2" 2" 2" 2" 3, -0" ' -10" 4' -4" ' -10" 3' -0" - 6' -0" 4' -4" Al T 17 0 O -- - N i o O � T T o o= o= T T T o _ 1 0 1 0 — 0 i 0 - - - - - -- -- - -- -- -- — - -- - - - T T 0 � T T T I - „rr,,,,,,,,,4rr ,,,,,,,r,r,r rrrr„ rrr,,,,,,,,,,,,,,r, r, rr,r,r,,,,,,,r,,,,rr r,r,rr„ r,r,,,,,,,,,,,,,r,r,r,,,,r,r,,. / 153 S.F. TYP OF 11 = 1,683 S.F. FOR RETAIL BUILDING A: TOTAL GLAZING AREA: 2,100 S.F. TOTAL EXPOSED WALL AREA FOR ENERGY CODE: 9,974 S.F. THEREFORE: GLAZING = 21.05% FOR WASHINGTON STATE ENERGY CODE: VISION GLAZING TO HAVE MAX DOUBLE GLAZED U VALUE OF 0.60 (FRAMES WITH THERMALLY BROKEN SECTIONS) AND A MAX SHGC OF 0.60 3'0' X 7'0' HOLLOW INSULATED METAL DOOR AND FRAME WITH 4' HEAD DOOR AND HARDWARE TO BE 3/4 HR, RATED 1 1/2 PAIR BRASS BALL - BEARING BUTTS W/ ,,_0, NON- REMOVABLE PINS DEAD BOLT W/ 1" THROW KEYED TO EXTERIOR (ASSEMBLY TENANT TO HAVE PANIC BAR IN LIEU TO DOORS B2, 33, 35, B6, B7 & B8) LOCKSET WITH LEVER HANDLES WEATHERSTRIPPING TO HEAD, JAMBS AND THRESHOLD CHECK -CHAIN o THRESHOLD W/ MAX 112' ADA RISE DOOR SWEEP r- ° RAIN SHIELD un SILENCERS PEEP HOLE TYPICAL EXTERIOR DOOR 89989 (B7) B8 B9 10 B ALL GLAZING SHALL BE CERTIFIED AND LABELED WITH IT'S U- FACTOR AND SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCY LICENSED BY THE NFRC, SECTION 1312.1 3'0" X 6'0" SOLID CORE DOOR AND METAL FRAME 1 1/2 PAIR BRASS BALL- BEARING BUTTS CLOSER ❑ PRIVACY SET W/ LEVER HANDLES ' WALL STOP SILENCERS ADA SIGN TYPICAL INTERIOR RESTROOM DOOR C1 C2 D2 E2 F2 3' -0" 1, T T o T b n � T T GLASS & ALUM ENTRANCE DOORS A8 S A2 (B8 A5 A6 2 -3'0' X 8'0' ANODIZED ALUM AND GLASS W/4 1/2' A7 A9 � O � � � THERMALLY BROKEN FRAME 3 PAIR BRASS BALL- BEARING BUTTS W/ NON- REMOVABLE PINS 3'0' X 8'0' ANODIZED ALUM AND GLASS W/4 1/2' DEAD BOLT W/ V THROW KEYED TO EXTERIOR THERMALLY BROKEN FRAME CYLINDER 1 112 PAIR BRASS BALL - BEARING BUTTS W/ NON - REMOVABLE PINS KAWNEER PANELINE CR -90 CONCEALED ROD DEVICE DEAD BOLT W/ 1' THROW KEYED TO EXTERIOR PULL TO EXTERIOR AS KAWNEER CO -12 CYLINDER WEATHERSTRIPPING TO HEAD, JAMBS AND THRESHOLD THUMBTURN ON INSIDE 2 ADA COMMERCIALCLDSERS AS LCN 4040 SUPER - SMOOTHY PUSH /PULL AS KAWNEER CO -12 (2 PER DOOR LEAF) THRESHOLD W/ MAX 1/2' ADA RISE PADDLE EXIT DEVICE TO ASSEMBLY TENANT DOORS A2, A3, A4 SILENCERS A5, A6, A7 WEATHERSTRIPPING TO HEAD, JAMBS AND THRESHOLD ADA COMMERCIALCLOSER AS LCN 4040 SUPER - SMOOTHY THRESHOLD W/ MAX 1/2' ADA RISE SILENCERS 2 DOORS I HARDWARE SCALE: 1 /8 "= 1' -0" 2" 2" 2" f �6 f /l irrr,,,ri , r , r�irr ,r,r,r,rrr,rrrrrr,r,r,rr,rrr,r, rrrrrr, rrrr, rvrrrrrrrrrrr ,rrrr,r,r,r,rrr „r,rrrr„ 153 S.F. 3'0' X 7'0' HOLLOW INSULATED METAL DOOR AND FRAME WITH 4' HEAD DOOR AND HARDWARE TO BE 3/4 HR, RATED 3'-0' 1 112 PAIR BRASS BALL - BEARING BUTTS W/ NON- REMOVABLE PINS DEAD BOLT W/ i' THROW KEYED TO EXTERIOR LOCKSET WITH LEVER HANDLES WEATHERSTRIPPING TO HEAD, JAMBS AND THRESHOLD CHECK -CHAIN o THRESHOLD W/ MAX 1/2' ADA RISE DOOR SWEEP SILENCERS RAIN SHIELD TYPICAL EXTERIOR SERVICE ROOM DOOR 00 17'— 4Y)” F 156 S.F. 7' -2 1/2" lei 2„ 2„ 2„ 2„ 3' -0" 5' -4" 3' -0" 108 S.F. INTERIOR ELEVATIONS - SIDE WALL �NTERIOR ELEVATIONS - WET WALL @__'�,IINTERI.�OR ELEVATIONS - SIDE WALL B A {'1' -0CA TOILET R❑OM NOTES AND ACCESSORIES 7' -2Y4" 0 WALLS & DOORS/ READY FOR PAINT (D FLUSH LEVER TO BE ON OPEN 5'— OMIN 5/8„ WATER— RESISTANT DRYWALL SIDE OF TOILET PER A D,A, SHT VINYL FLOORING C/W 6" BASE TOP OF SEAT 17 "MIN -19 "MAX A.F.F. 2 3 0 GRAB BARS MOUNT AS SHOWN ADA ACCESSIBLE TOILET R❑OM, 16 I FASTEN TO BACKING TO SUPPORT NAME PLATE ON DOOR. co I 14'- 4Y4" 18 4 300 LBS LIVE LOAD, g 5' -0" DIAMETER WHEEL CHAIR II PROVIDE 1,25 "MIN TO 2 "MAX DIA SPACE ALLOWANCE L� —L W/ 1.5" CLEARANCE FROM WALL, s O 1,5 MIN FROM OBJECTS BELOW �o ARISTON POINT -CF -USE ELECT 2,75 GAL „ AND 12 "MIN FROM ABOVE WATER HEATER MODEL GL2 5 INSTALL -- UNDER LAV S❑ AS NOT TO COMPROMISE TOILET TISSUE DISPENSER. ADA CLEARANCES PR ❑VIDE ENE 110V ALTERNATE DOOR I I g 5 TYPICAL WALL INSTALL RELATIVE TO TOILET DEDICATED OUTLET ADJACENT TO LOCATIONS I I AS SHOWN OUTLET LOCATION, CCT TO TENANT PANEL, I I 14 "MIN -19 "MAX A.F.F. M ❑UHT 1.5" PROVIDE ACCESS IF BEHIND DRYWALL, I _ _ 42 X 54 I L- J MIN CLEAR OF GRAB BAR. T 1 COMPLY WITH ALL CODES ALLOW CONTINUOUS PAPER FEED >> PR ❑VIDE EXHAUST FAN AND SWITCH ADA MIRROR MOUNT BOTTOM AT DUCTED TO EXTERIOR 3' -4" A,F F, MIN 35 CFM RATING PAPER TOWEL DISPENSER AND 12 PROVIDE T -BAR CLG 2 8'-0" WASTE RECEPTACLE BY TENANT OPERATING CONTROL NOT TO EXCEED 40" A F F 0 TYPICAL TENANT RESTR00M SCALE: 1/4 "- 1' -0" architecture c c � _ E c e c °) a p c — a Q E entitlements Thomas Thompson AIA tsq @att.net cell: 206 - 409 -0755 ph: 360 - 629 -3985 fax: 360- 629 -5435 29619 15th Avenue NE Stanwood, WA 98292 3447 REG J TE OF WASHINGTON ON Consultant Project 0 N w -_ Q � J U CL Lu u Z } W II­_ W Lu z w < > Q Q Z Q u �Ww , 0 W ,u '" pC o W -� � M � m V >- 4- Revisions BPA - SUBMIT 06 -10 -07 BPA - RE- SUBMIT 09 -10 -07 File No. Drawn Checked Date Sheet A.3,90 DOOR WINDOW DTL