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HomeMy WebLinkAboutPermit File 1106 24th Street 1027304-1 €.002 09/30; '7'010 0 2 4 Permi t Fees. 008657 'n4y !! qq .4 y.GJ i-M a 1 -SI Y 0 City of Anacortes Permit#: BLD-2010-0118 904 6th Street Issue date: 10/06/2010 P.O.Box 547 Expire date: 04/03/2012 '. t Anacortes, WA 98221-0547 IrP €@ ' (360) 293-1901 Job Address: 1106 24TH ST Permit Type: Commercial Repair/Alter Permit ANACORTES WA 98221-2556 Project: APN: P31880 P31879 Remarks: Rehabiltation/upgrades to existing 20 unit apartment project. Owner: BAYSIDE ASSOC Contractor: Address: 2829 RUCKER AVE Address: STE 100 EVERETT WA 98201-3456 Phone: Phone: License#: General Information: Fees: # Forced Air Furnace <=1,000 1 Building Permit Fee 2,421.70 #of Boilers> 100000 BTU 1 Mechanical Permit Fees 65.45 #of Water Closets 1 State Building Code Fee 4.50 #of Dishwashers 1 Plumbing Permit Fee 195.00 #of Kitchen Sinks 1 Plan Review Fee 1,573.46 #of Water heaters 20 Total Calculated: 4,260.11 #of Slop Sinks 1 Deposits/Receipts: 0.00 #of Bathtubs 1 Building Valuation 467832 Total Due: 4,260.11 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW RE ULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OWNE O AUTH ED AGENT ISSUED BY ` \'„ -. . r ': t v v K v,: v v is ti i„v v w Sv,' ry W b ti �'Z', tr ( 1��;.° , l 1 r dye++d 4 - - PO Box 9Q64\�IOlympia WA 946 7119i 34 e(36Q)664 i400 1 4 STATE WASHINGTON r=. 0 Unified Business ID #: 602 416 992 , tl Domestic Profit Corporation Business ID #: 1 F Location: 2 r'=' t ; Expires: 08-31-2010 � 'NORCON CUSTOMER CARE, INC. k = 16705 NE 79TH STi =: REDMOND WA 98052 4425 °{ TAX REGISTRATION - INDUSTRIAL INSURANCE .`3 % c1 UNEMPLOYMENT INSURANCE :t - CITY LICENSES/REGISTRATIONS: t:<_ SAMMAMISH GENERAL BUSINESS _;,_'.1!-- [:.!,:--`7 2I<+; `' n DEPARTMENT OF e ABOR ND IND sTRIES l J' �. REGISTERED AS PROVIDED BY LAW AS I; F ' CONST CONT GENERAL P' L`' REGI ST. # EXP . DATE E?: lT-iF'. a CCO1 NORCOCC969N6 08/26/2010 EFFECTIVE DATE 08/26/2004a' NORCON CUSTOMER CARE INC p L. ---� 16715 NE 79TH STREET 4' REDMOND WA 980 5 2 i£s it<<; IN IN ` - 11 'l Detach And Display Certificate 4t The licensee'named above has been iss+ed.the business registrations or licenses listed,By accepting this document the_licensee certifies the information provided ' T, Qn tire application`for tliese'licenseswas complete,"true,and accurate to the.best J i of his or her knowledge,and that,business will be conducted in co,mi pliance:with � ', ail applicable Washington state,,county,and city regulations ! t erector Department at Lcehsing _ 4. M -4av .tr h .fig''``__i0:liy t. LEGAL DESCRIPTION: 3ARCEL "A": THAT PORTION OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., DESCRIBED AS FOLLOWS: 3EGINNING AT THE INTERSECTION OF THE CENTER LINE OF "N" AVENUE WITH THE CENTER LINE OF 24TH STREET; THENCE EAST LONG THE CENTER LINE OF 24TH STREET 180 FEET TO THE EAST LINE OF THESE PREMISES CONDEMNED BY THE UNITED STATES OF MERICA BY DECREE ENTERED SEPTEMBER 8, 1944, IN THE UNITED STATES DISTINCT COURT FOR THE WESTERN DISTRICT OF NASHINGTON, NORTHERN DIVISION, CAUSE NO. 687; THENCE NORTH 0°01'00" WEST 40 FEET TO THE NORTH LINE OF 24TH STREET; THENCE EAST ALONG THE NORTH LINE OF 24TH STREET 115 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00°01'00" NEST 250 FEET; THENCE WESTERLY PARALLEL WITH THE NORTH LINE OF 24TH STREET 115 FEET, MORE OR LESS, TO THE EAST LINE )F THE PREMISES CONDEMNED BY THE UNITED STATES OF AMERICA IN CAUSE NO. 687 ABOVE DESCRIBED; THENCE SOUTHERLY \LONG THE EAST LINE OF SAID CONDEMNED PREMISES TO THE NORTH LINE OF 24TH STREET; THENCE EASTERLY ALONG THE NORTH INE OF 24TH STREET 115 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. ;ITUATE IN THE CITY OF ANACORTES, COUNTY OF SKAGIT, STATE OF WASHINGTON. 'ARCEL "B": "HAT PORTION OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., )ESCRIBED AS FOLLOWS: 6EGINNING AT THE INTERSECTION OF THE CENTER LINE OF "N" AVENUE WITH THE CENTER LINE OF 24TH STREET; THENCE EAST ALONG THE CENTER LINE OF 24TH STREET 180 FEET TO THE EAST LINE OF THESE PREMISES CONDEMNED BY THE UNITED STATES OF MERICA BY DECREE ENTERED SEPTEMBER 8, 1944, IN THE UNITED STATES DISTINC f COURT FOR THE WESTERN DISTRICT OF VASHINGTON, NORTHERN DIVISION, CAUSE NO. 687; THENCE NORTH 0°01'00" WEST 40 FEET TO THE NORTH LINE OF 24TH STREET; -HENCE EAST ALONG THE NORTH LINE OF 24TH STREET 115 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00°01'00" VEST 125 FEET; THENCE EASTERLY PARALLEL WITH THE NORTH LINE OF 24TH STREET 117.07 FEET, MORE OR LESS, TO THE EAST INE OF THE SOUTHEAST 1/4 OF SAID SECTION 24; THENCE SOUTH ALONG SAID EAST LINE TO THE NORTH LINE OF 24TH STREET; HENCE WEST ALONG THE NORTH LINE OF 24TH STREET TO THE TRUE POINT OF BEGINNING. ITUATE IN THE CITY OF ANACORTES, COUNTY OF SKAGIT, STATE OF WASHINGTON. '.-P0',B ''6634,-,.,-diyinoia-r;wk,6850746,034-0(360),664,1400 •-:„,;c- ' '.R.EGESTRAT,1"CYNS:'NNID -;LIENS-ES STATE OF ji WASHINGTON Unified Business .ID it: -602 -416 -992 ..„ Domestic Profit Corporation Business ID #: 1 :::"-.,- Location: 2 Expires: 08-31-2010 F,1 i.-,•j, NORCON CUSTOMER CARE, INC. iilL!' 16705 NE 79TH ST REDMOND WA 98052 4425 --- 1 _-, ,-'.'1.-il ',-'.': TAX REGISTRATION r.'..S: ----,:. INDUSTRIAL INSURANCE ::: ,-.--.: UNEMPLOYMENT INSURANCE ..,, CITY LICENSES/REGISTRATIONS: SAMMAMISH GENERAL BUSINESS .: :::: ' ..; 43 DTLTP ARTIVIPNT OF I ABOR Al\ID INDUSTRIES !- I REGISTERED AS PROVIDED BY LAW AS ' 411 rr, CONST CONT GENERAL C,V 01 REGIST. # EXP . DATE CCO2 NORCOCC96gN6, 08/26/2010 EFFECTIVE DATE -08/26/2004 11 W :41 l'F'1 0 It NORCON CUSTOMER CARE INC 1..: HiI., , -4 16715 NE 79TH STREET REDMOND WA 98052 P 10 .: !:,., A:A11 11 [1 v-, 11' 'rx i--62.5-05:moo •E?, 7'...* — Detach And Dispia:, Certificate 7helicenseQnaltied_zbove-has been issued the business registrations or licenses: diSt.dZE3yateeptiq-Jhisdocariientthe:licens-e-e certifies the information provided ,-, , : --, ... .....c.: .„„7-'1,:,.. ,,,j....,..:_„- ___,:,:.,,::::.,,,,,,.,,,:,,,_,. ±_:_,,f ott.tha-applicatiaalcirthes.licenses was completeyttte-,and Bocut:ate401hepeStt:-: -_ -_:--2:.': : ,. -; ,,V.,.. ,..,.. :.-:.----: ,,,,.- , , .,-,:;::::,:i;,„:- : ,,: iv:1_,:. of=his,.or her knowledge And that business will be conducted th--_6orripltan9e:witl,::: -ri.,,:,, . ._ ,_ ___ ,_. . 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'::_Ftif,,INty!,:*.ifilpeett,AVAtitteigitinNTKOWAINM'aVi LEGAL DESCRIPTION: PARCEL "A": THAT PORTION OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SEC.I ION 24, TOVNSHIP 35 NORTH, RANGE 1 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTER LINE OF "N" AVENUE WITH THE CENTER LINE OF 24TH STREET; THENCE EAST ALONG THE CENTER LINE OF 24TH STREET 180 FEET TO THE EAST LINE OF THESE PREMISES CONDEMNED BY THE UNITED STATES OF AMERICA BY DECREE ENTERED SEPTEMBER 8, 1944, IN THE UNITED STATES DISTINC I COURT FOR THE WESTERN DISTRICT OF WASHINGTON, NORTHERN DIVISION, CAUSE NO. 687; THENCE NORTH 0°01'00" WEST 40 FEET TO THE NORTH LINE OF 24TH STREET; THENCE EAST ALONG THE NORTH LINE OF 24TH STREET 115 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00°01'00" WEST 250 FEET; THENCE WESTERLY PARALLEL WITH THE NORTH LINE OF 24TH STREET 115 FEET, MORE OR LESS, TO THE EAST LINE OF THE PREMISES CONDEMNED BY THE UNITED STATES OF AMERICA IN CAUSE NO. 687 ABOVE DESCRIBED; THENCE SOUTHERLY ALONG THE EAST LINE OF SAID CONDEMNED PREMISES TO THE NORTH LINE OF 24TH STREET; THENCE EASTERLY ALONG THE NORTH LINE OF 24TH STREET 115 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. SITUATE IN THE Cl I Y OF ANACORTES, COUNTY OF SKAGIT, STATE OF WASHINGTON. PARCEL "B": THAT PORTION OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSEC I ION OF THE CENTER LINE OF "N" AVENUE WITH THE CENTER LINE OF 24TH STREET; THENCE EAST ALONG THE CENTER LINE OF 24TH STREET 180 FEET TO THE EAST LINE OF THESE PREMISES CONDEMNED BY THE UNITED STATES OF AMERICA BY DECREE ENTERED SEPTEMBER 8, 1944, IN THE UNITED STATES DISTINC I COURT FOR THE WESTERN DISTRICT OF WASHINGTON; NORTHERN DIVISION, CAUSE NO. 687; THENCE NORTH 0°01'00" WEST 40 FEET TO THE NORTH LINE OF 24TH STREET; THENCE EAST ALONG THE NORTH LINE OF 24TH STREET 115 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00°01'00" WEST 125 FEET; THENCE EASTERLY PARALLEL WITH THE NORTH LINE OF 24TH STREET 117.07 FEET, MORE OR LESS, TO THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 24; THENCE SOUTH ALONG SAID EAST LINE TO THE NORTH LINE OF 24TH STREET; THENCE WEST ALONG THE NORTH LINE OF 24TH STREET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF ANACORTES, COUNTY OF SKAGIT, STATE OF WASHINGTON. o Mtd MkitillMrT(" orD May 28, 1976 • Mr. Austin K. Van Dusen A.I.A . Consulting Architect 3549 N.E. 165th Street Seattle, Washington 98155 RE: Plan Check #111-16 Bayside Apartments - Anacortes Your letter dated May 20, 1976 from AKVD to ENE. Dear Mr. Van Dusen; • Comments provided for your information: 2. Plans corrected as noted. ,V 4. One hour floor ceiling assembly is to be as per Item 27, Table No. 43-C with 12" Foamix lightweight concrete in lieu of the second layer of the double wood floor as approved by ICBO Report No. 1668. ;..i; • 6. One hour roof-ceiling assembly is to be as per IC80 Report No. 1018, Part II, Section 'G' . Roof trusses @ 24" o.c. with 2 layers of 5/8" Kaiser null-a-fire (type X) wallboard. The first wallboard layer is installed perpendicular to framing members and fastened with 6d nails. spaced @ 24" o.c. The second layer of wallboard is applied perpendicular to the framing members and fastened with 8d nails spaced 12" o.c. Stagger all joints in face layer 24" from base layer. Face layer also attached to base layer with 12" Type G screws 2" back from butt joints and spaced 12" o.c. 7. Partywall assembly to be as per ICBO Report No. 1632, Part II, Sec. 'D' The framing consists of two rows of 2 x 4 wood studs @ 16" o.c. with blocking of same size at midpoint. , Studs in opposite rows are staggered 8' o.c. and rows are spaced 1" apart. The plates for each row may be the same size or common plates may be used. .The exterior face of each row is then covered with 5/8" Type 'X' gypsum wallboard applied either vertically or horizontlly with 6d' cement coated cooler nails @ 7" o.c. with end joints on nailing members. R. uni1- 15 " 9. Smoke detectors to be Westlock Corporation Model 2001 ; S-169-UL-1021 ; z`i Fire Test #UL 167. VAR.'° �Y1*tic, 1 1!5. Plans corrected as noted. N.011,.;LQM iW j We hope these comments will satisfy your requirements. ; j Regards, Earl H. Edwards Architect w: Forest Investments Jean A. Morgan 12505 BELLEVUE-REDMOND RD.;SUITE 201 BELLEVUE,WASHINGTON 98005 (206) 455-5236 1'1 M^a , t--- ns.oc' ..----t PROJECT STATISTICS • ZONING R-3 OCCUPANCY GROUP H • FIRE ZONE III CONSTRUCTION Q I HOUR i ?d •1ST 44� IIo' as q : SITE AREA 43.357 SF PARKING 27 SPACES O 8 N —__ 11486' \/+">i"' 'lac 0 - — 41 eC `�! -.- J___--___c,BR4v'a,5 i0 IN'' 1 ail • • ct i P: .. 230.86--. - —•—e'Slao Seen— • . a, E 20 STREET —-—6'Sanitary Sewer ---.. . ----•-6'Water -- OSITE PLAN �_ lesesd DM/1 1 D 4LJl1 V ����IJIIiT O I��VJL��DV�V F3AY IQE AFAR T NIr M•11 µ rn•d'G P.'nT.s shoot description PLAN Isn Al 20 UNIT APARTMENT ANACQFSTE:S,WA. I� BELLEVUE,WASH.88005 ROB•455.5 3B FOREST INVESTMENT CORPORATION SEATTLE,WA. .r 1 Anacortes Planning&Community Development Dept. t4Y 4d Permit Center P O Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Ryan Larsen,Director•Don Measamer,Building Official FAX(360)293-1938 �aeo8"‘� April 12, 2010 Kory Knudson Norcon Customer Care Inc. 16705 NE 79th St. Redmond, WA 98052 RE: Plan review notes for the rehabilitation of the Bayside Apartments at 1106 24th St., Anacortes, WA Dear Kory, Please supply the following so we can complete the plan review for this project: 1. Identify fire rated walls on plan. 2. Verify 5/8" gypsum wallboard on rated walls behind showers & tubs. 3. Confirm working smoke detectors in all units. 4. Supply the project valuation. Thank you, Paul Ingalls Building Inspector City of Anacortes PLAN CN""+_C Jt�1.14 { �! 1 PRODUCT RESEARCH CO:MttYRUC?'1_N IN*PECTION L,ltS ION Cgt{9R)L"T.AA!-T...:. , COOK. CQn."ULTANT PRODUCE`,,; .'. VALUJC7'lON ; tt2CY,'TEC-ORAL D)EBIGN AUSTIN K. VAN DUSEN, , I ; -.__a" CITY OF AlA og,a',K^s3s1M'l T� T N r1t (Boo) 3B2 loan - -_ ' • •PLANS EXAMINATION REPORT lr 1891 3y"^X 27 APR IL 1976 PLAN CHECK NO. 111r n{ >, �� I- ti y JURISDICTION: ANACORTES PROJECT: 20—UNIT APARTMENT COM' -X STATE: WASHINGTON PROJECT ADDRESS: 24TH ST. & "0" AVE. OWNER: FOREST INVESTMENT CO. ARCHITECT: LEACH, THOMAS & GREINER VALUAT ION: "A"(292,000),"B"(182,500)ENG !NEER: CONSTRUCTION TYPE: V1—H ,. OCCUPANCY CLASSIFICATION: "H" "A"(k+8),"B"(32) FIRE ZONE: 3 STORIES: 2 OCCUPANT LOAD: LAND USE: R-3 FLOOR AREA: PLANS EXAMINERS: AVD, WI "A"(11,200),"B"(7,000) ACTUAL: ALLOW: 1973 UNIFORM BUILDING CODE BASIS FOR ALLOWABLE INCREASE: • 1. A SEPARATE BUILDING PERMIT IS REQUIRED FOR EACH BUILDING IN THE COMPLEX. SECTION 301(A). 2. IN BUILDING "A" ONE UNIT MINIMUM MUST BE EQUIPPED TO CONFORM WITH THE REQUIREMENTS OF ANSI A11701, BARRIER—FREE DESIGN CODE FOR THE HANDICAPPED. WASHINGTON STATE BUILDING CODE. THIS UNIT SHOULD BE IDENTIFIED ON THE SUBMITTED DRAWINGS. 3,. IN BOTH BUILDINGS, A 32--INCH MINIMUM WIDTH ACCESS SHOULD BE PROVIDED IN TOILET FACILITIES. 2'-4" DOORS DO NOT COMPLY. SECTION 1711(eB). 4. IN BOTH BUILDINGS, UNLESS SPECIFICALLY ALLOWED BY A RESEARCH RECOMMEND— ATION OR SUBSTANTIATED WITH TEST DATA UNDER SECTIONS 107 AND 107, SPEC— i C IAL COVERINGS FOR FLOORS, BALCONIES, ETC. CANNOT REPLACE ANY PART OF A FIRE—RESISTIVE ASSEMBLY IN REFERENCE TO FOOTNOTE NO. 14, TABLE NO, 43..C. ATTENTION IS DIRECTED TO THE SECOND STORY FLOOR ASSEMBLY. 54 IN BOTH BUILDINGS, FLOOR—CEILING AND ROOF—CEILING ASSEMBLIES ARE REQ'D TO BE ONE—HOUR FIRE—RESISTIVE. SUCH ASSEMBLIES SHOULD BE IDENTICAL TO ONE OF ITEMS NO. 22 THROUGH 27, TABLE NO. 43—C, FOR FLOOR—CEILING ASSEM— BLIES. ALSO, THE GYPSUM ASSOCIATION DESIGN DATA MANUAL LISTS VARIOUS APPROVABLE ASSEMBLIES. SEE ALSO THE ICBO RESEARCH REPt, RTS FOR APPROVABLE FLOOR—CEILING ASSEMBLIES USING LIGHTWEIGHT CONCRETE SURFACES. 6. FIRE—RESISTIVE SYSTEMS INVOLVING WOOD TRUSSES SHOULD COMPLY WITH APPLICABLE RESEARCH RECOMMENDATIONS PROMULGATED BY THE ICBO RESEARCH COMMITTEE. CONVENTIONAL FIRE .RESISTIVE SYSTEMS USING WOOD JOISTS ARE NOT APPLICABLE WHERE WOOD TRUSSES ARE USED TO REPLACE JOISTS. REFERENCE I I IS MADE TO ITEM 10, PART Ii , RESEARCH RECOMMENDATION NO. 1000; ONE—HOUR CEILING CONSTRUCTION, PART II, RESEARCH RECOMMENDATION NO. 1352; OR ITEM C4, PART II, RESEARCH RECOMMENDATION NO. 1602. NOTE THAT ALL REQUIRE DOUBLE GYPSUM BOARD WITH RESILIENT CHANNELS BETWEEN. ADMINISTRATION FIRE DEPARTMENT POLICE DEPARTMENT PUBLIC LIBRARY MUSEUM OF HISTORY P.O. BOX 547 1011 12TH STREET 1011 12TH STREET 1209 9TH STREET 1305 8TH STREET (206)293-5171 (206)293-5171 (206)293-5171 (206)293-2700 (206)293-5171 A.C. AIR CONDITIONING ACOUS. ACOUSTICAL M.C.. MEDICINE CABINET AO COVER SHEET BASIS ADJ. ADJUSTABLE (M) MODIFIED A.F.F. ABOVE FINISH FLOOR MIN. MINIMUM HAZARDOUS MATERIALS IN EXISTING CONSTRUCTION: AO.1 SITE PLAN ALUM. ALUMINIUM UNIT INTERIORS: MIR. MIRROR SITE NOTES: MISC. MISCELLANEOUS BASIS ARCHITECTURE Et CONSULTING ASSUMES NO RESPONSIBILITY FOR THE MANAGEMENT ANOD. ANODIZED MOLD AND MILDEW: SIGNAGE: AO.2 ACCESSIBILITY DETAIL PLAN MTL, METAL RESPONSIBLE FOR INSURING THAT PERSONNEL WITHIN THE WORK AREA ARE PROTECTED PROVIDE MARKED PATH OF TRAVEL THROUGH SITE FROM PUBLIC RIGHT OF WAY OF HAZARDOUS MATERIALS THAT MAY BE ON SITE. THE CONTRACTOR SHALL BE REPAIR MOLD AND MILDEW IN BASE CABINET AREAS UNDER SINKS.CUT ARCHITECTURE BD. BOARD MTD. MOUNTED OUT DAMAGED DRYWALL AND PATCH. REPAIR PLUMBING AS REQUIRED. AND BETWEEN ACCESSIBLE UNITS AND AMENITIES. BLDG. BUILDING FROM EXPOSURE TO HAZARDOUS MATERIALS. IF MATERIALS ARE DISCOVERED THAT MAY BE A1.1 ACCESSIBILITY DEMOLITION PLAN BLKG. BLOCKING (N) NEW HAZARDOUS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND CEASE WORK COUNTERTOPS/CABINETRY: LANDSCAPING/DRAINAGE: QT BOT. BOTTOM N.I.C. NOT IN CONTRACT UNTIL CONDITIONS CAN BE MAINTAINED IN COMPLIANCE WITH ALL APPLICABLE INSTALL NEW COUNTERTOPS IN SELECTED KITCHENS.REFURBISH OR REMOVE JUNIPER PLANTS LOCATED AT THE BASE OF APARTMENT BUILDINGS. lJ� REGULATIONS. REPLACE CABINETRY AT KITCHENS AND BATHROOM VANITIES.REPLACE UPGRADE LANDSCAPING FOR IMPROVED APPEARANCE. A1 .2 TYPICAL UNIT PLAN BM. BEAM NO. NUMBER KITCHENS&BATHS AS IS EXCEPT ACCESSIBLE UNITS,SEE PLANS. SEE ALSO"SPORTS COURT-DEMOLISH"LINE ITEM BELOW, CONSULTING CAB. CABINET NTE NOT TO EXCEED 1. ALL WORK SHALL CONFORM TO THE WASHINGTON STATE BUILDING CODE WHICH ADOPTS SITE WATER MANAGEMENT: CEM. CEMENT REFRIGERATORS: N.T.S. NOT TO SCALE THE 2006 INTERNATIONAL BUILDING CODE, IRC, IMC, IFC, UPC Et ALL OTHER APPLICABLE REPLACE AT ALL UNITS WITH ENERGY STAR APPROVED. INSTALL(5)FIFTY FIVE GALLON WATER CATCHMENT DRUMS AT EACH A8.1 ACCESSIBILITY DETAILS- EXTERIOR CER. CERAMIC CODES a ORDINANCES OF THE CITY OF ANACORTES, WASHINGTON. OF 5 DOWNSPOUT LOCATIONS. C.G. CORNER GUARD O.C. ON CENTER 0.D, OUTSIDE DIAMETER SMALL APPLIANCES: ASPHALT,SEAL COAT,AND RE STRIPE: A8.2 ACCESSIBILITY DETAILS- INTERIOR C.L. CENTER LINE OCCUPANCY: R-2 REPLACE ALL HOOD VENTS WITH NEW ENERGY STAR. REPLACE SECTIONS OF DAMAGED ASPHALT-PROPERLY PREPARE AND COMPACT 1001 I) STREET CLG. CEILING O.H. OVER HEAD STORIES: 1 Et 2 THE SUB GRADE, PROVIDE SOIL AMENDMENTS OR NEW BASE MATERIALS IF PLUMBING FIXTURES: NECESSARY. REPAIR AND REPLACE HEAVED, RAVELED AND CRACKED AREAS OF SUITE 202 CLR. CLEARANCE PL. PLATE ASPHALT PAVING.CLEAN RECTANGULAR SAW CUTS AND SUB-BASE PREPARATION A8.3 DETAILS 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS a SHALL NOTIFY THE REPLACE FIXTURES AND REPLACE TUBS/SURROUNDS IN ALL UNITS, PLAM. PLASTIC LAMINATE ACCESSIBLE UNITS,SEE"ACCESS-BATHROOM FIXTURES"AND CRITICAL. NEW SEAL COAT AND STRIPING. SAN RAFAEL, CA 94901 CMU. CONCRETE MASONRY UNIT ARCHITECT OF ANY DIMENSIONS Et CONDITIONS WHICH DIFFER FROM THOSE SHOWN, A8.4 DETAILS COL. COLUMN PLYWD. PLYWOOD "ACCESS BEFORE STARTING WORK. DIMENSIONS GIVEN AS (CLR.)ARE CODE REQUIRED Et SHALL BE -BATHROOM ACCESSORIES." CONCRETE FLATWORK: PHONE (415) 457-6035 MAINTAINED. NOTE:WATER CONSERVING FIXTURES REQUIRED. CONC, CONCRETE I POUNDS/SQ. INCH REPAIR AND REPLACE EXISTING SECTIONS WALKWAYS WHERE OFFSET TO PRESSURE TREATED ADJACENT TUB/SURRONDS: OTHERWISE GRIND EDG IS ES.ESTER THAN 3"DUE TO SETTLING OR HEAVING. ALTA SURVEY - BY OTHERS FAX (415) 457-6036 CONST. CONSTRUCTION CONTR. CONTRACTOR ELT. QUARRY TILE 3. ALL DIMENSIONS FOR NEW CONSTRUCTION ARE TO FACE OF STUD. ALL DIMENSIONS FROM INSTALL NEW TUB/SURROUNDS IN ALL UNITS.EXISTING CONSTRUCTION ARE FROM FACE TO FINISH, UNLESS OTHER WISE NOTED (U.O.N.). SPORTS COURT-DEMOLISH:CH C.T. CERAMIC TILE RISER BATHROOM FAN: REMOVE CONCRETE AT EXISTING SPORTS COURT. PROVIDE LANDSCAPING IN G� CTSK. COUNTERSINK (R) REMOVE 4. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED INSTALL NEW HUMIDISTAT OR CONSTANT RUNNING FAN IN ALL AREAS NOT USED FOR PARKING AND NEW RAMP. `ARLES PICK, ARCHITES�r� CTR. CENTER REINF. REINFORCING DIMENSIONS. DIMENSIONS FOR EXISTING CONDITIONS Et ELEVATIONS MAY BE APPROXIMATE. BATHROOMS(INCLUDING ACCESSIBLE).ENERGY STAR APPROVED. `A�t TOT LOT: Q\V` DBL. DOUBLE tkitl , READ REQUIRED WATER HEATERS: INSTALL EQUIPMENT,ADDITIONALC ATDDING AT LEASTONEQUIRED 12"COMPLIA NT MCDEPTH.REPLACE p `, 5. ALL INSTALLATIONS TO BE IN ACCORDANCE WITH BEST INDUSTRY STANDARDS Et rr REV. REVISED PROVIDE SEISMIC RESTRAINTS AT ALL WATER HEATERS.REPLACE ALL IA° D.F. DOUGLAS FIR ROOM MANUFACTURER'S REQUIREMENTS, SEE ATTACHED SPECIFICATIONS. WATER HEATERS ANTICIPATED IN TERM(7 TOTAL). ACCESS PARKING LOT REPAIR: .`t,GO� DET. DETAIL INSULATE HOT WATER PIPES AT HOT WATER HEATERS&COLD WATER ADJUST PAVING IN SPACES AND AISLES NOT TO EXCEED 2%SLOPE IN ANY P\_ 1d t 1........14 ................/...1/ RO. ROUGH OPENING 6. ALL THE DRAWINGS SHOW REPRESENTATIVE Et TYPICAL ATTACHMENTS, CONNECTIONS, PIPES EXPOSED TO THE ELEMENTS. DIRECTION.STRIPE AND PROVIDE SIGNAGE- k DIAG. DIAGONAL 0 DIA. DIAMETER RWL RAIN WATER LEADER FASTENINGS Et ETC. SHALL BE PROPERLY SECURED IN CONFORMANCE WITH BEST PRACTICE. C` �� � HVAC: ACCESS CURB CUT RAMPS: SHEET INDEX0) ° /I� DIM. DIMENSION SAD SUPPLY AIR DUCT 7. THE PLANS ARE NOT BASED ON A SURVEY Et ARE INTENDED ONLY TO SHOW GENERAL INSTALL NEW ENERGY STAR COMPLIANT FURNACE AT DISABLED INSTALL NEW CURB CUT RAMPS AT ACCESSIBLE PARKING SPACES.SEE PLANS. �� �7/' DN. DOWN SCHED. SCHEDULE LAYOUT OF PROPERTY a WORK LOCATIONS. CONDITIONS SHOWN APPROXIMATE. ACCESSIBLE UNIT. ACCESS-CONCRETE FLATWORK AT PATH OF TRAVEL: 'L � Q DR. DOOR SEC. SECTION REPLACE CONCRETE WALKS, LANDINGS, RAMPS&HANDRAILS ALONG PATH OF O O tt FLOORING: TRAVEL FROM ACCESSIBLE UNITS TO AMENITIES&TO CITY SIDEWALKS,PER �� N � r- �ON� �i DWG. DRAWING SHT. SHEET 8. ALL WORK TO BE PAINTED TO MATCH (E). REPLACE CARPET&PAD IN SELECTED UNITS,USE"GREEN LABEL PLUS PLANS. RAISE WALK TO BE FLUSH WITH ENTRY AT UNIT 19, P� I t' ��V� �. 1 D.S. DOWNSPOUT SEtP SHELF AND POLE 9. ALL WORK SUBJECT TO ASSOCIATED PROJECT MANUAL SPECIFICATIONS AND CERTIFIED"REFER TO PRE CONSTRUCTION MATRIX. EXTERIOR LIGHTING: VQk' $� �N �y�G,� (E) EXISTING SL SKYLIGHT INSTRUCTIONS BY ARCHITECT. SMOKE DETECTORS: UPGRADE EXTERIOR LIGHT FIXTURES WITH ENERGY STAR RATED TYPE, O. P 0° 0* cP' EA. EACH SIM. SIMILAR INSTALL HARD WIRED SMOKE DETECTORS WITH BATTERY BACK IN ALL INSTALL SENSORS OR TIMERS. .` ELEC. ELECTRICAL SPEC. SPECIFICATION UNIT BEDROOMS. BUILDING NOTES: ��tGG1 D E.P. ELECTRICAL PANEL SQ. SQUARE ACCESS-KITCHEN: SIDING: A S.S. STAINLESS STEEL REPLACE CABINETRY AND COUNTERTOPS AT ACCESSIBLE UNIT.PROVIDE ��`� ELEV. BUILDING ELEVATION REPAIR GAPS IN VINYL SIDING AS NEEDED, REPLACE PER OWNER REQUIREMENTS. S.S.D. SEE STRUCT. DRAWINGS REQUIRED MOUNTING HEIGHTS AND CLEARANCES OF KITCHEN REPAIR TRIM&FASCIA AS REQUIRED. EQ. EQUAL SYMBOL/ LINE DESCRIPTION S.M.D. SEE MECH. DRAWINGS CABINETS AND COUNTERTOPS.SEE PLANS. EXP. EXSPOSED BUILDING EXTERIOR SOFFIT VENTS: EXT. EXTERIOR STD. STANDARD ACCESS-APPLIANCES: REPAIR EXTERIOR SOFFIT VENTS AS REQUIRED. ♦ (N) DIRECTIONAL SIGNAGE STL. STEEL REFRIGERATORS: SITE LOCATION REPLACE WITH TOP MOUNT FREEZER, ENERGY STAR APPROVED.CONFIRM CRAWL SPACES: PATH OF TRAVEL FOR SECTION F.FLR. FINISH FLOOR STOR. STORAGE ADA COMPLIANCE OR PROVIDE COMPLIANT REFRIGERATOR-SEE"ACCESS- REPLACE AND REWIRE INSULATION. REPLACE AND SECURE VISQUEEN SOIL COVER. �� FLASH FLASHING STRUCT. STRUCTURAL APPLIANCES".REFER TO PRE-CONSTRUCTION MEETING MATRIX. INSTALL SUMP PUMP IF NECESSARY. 504 COMPLIANCE F.O.F. FACE OF FINISH SUSP. SUSPENDED I GUTTERS/ DOWNSPOUTS: GENERA` NOTES REFRIGERATOR TO HAVE ALL CONTROLS,100%REFRIGERATOR SPACE, REPLACE GUTTERS AND DOWNSPOUTS AT ALL LOCATIONS. j/ (N)CONCRETE ANTICIPATED, F.O.S. FACE OF STUD T.B. TOWEL BAR AND 50%FREEZER SPACE BELOW 54'.RANGE TO HAVE SELF-CLEANING MA' UIY �oom;. VERIFY IN FIELD OVEN AND ACCESSIBLE CONTROLS.PROVIDE COUNTER-MOUNTED WINDOWS: .. : pl _ I.i:V.:2;: FR.C. FRENCH CASEMENT T.O.S. TOP OF SLAB _ _ �''' �t �£�: ''k' � CONTROLS FOR VENT HOOD AND DISPOSAL.INSTALL AS NEEDED. REPLACE EXISITNG WINDOWS WITH NEW DUAL PANE VINYL INSULATED WINDOWS. ' E• FIG. FOOTING TGL. TEMPERED GLASS .' ._III St' > FX. FIXED TEtG TONGUE AND GROOVE ACCESS-BATHROOM FIXTURES: STAIRS: €f $'` z�rhSt. • - — (N)GRADING Et OR LANDSCAPE GA. GAUGE TYP. TYPICAL PROVIDE NEW WALL HUNG LAVATORIES,WAND SHOWER AND FOLD REPLACE STAIR TREADS WHERE WORN. PROVIDE CONTRASTING NOSING AT TOP l • _ — DOWN SEAT.INSTALL ADDITIONAL GRAB BARS AND BLOCKING AS AND BOTTOM TREADS. • igthst GALV. GALVANIZED U.B.C. UNIFORM BUILDING CODE REQUIRED.RELOCATE EXISTING TOILET WITH PROPER CLEARANCES,GRAB EXISTING BUILDING CONDITIONS ACCESS STAIRS: 2Rdh St #: (E)WALL TO REMAIN BARS AND BLOCKING;PROVIDE FLUSH VALVE ON WIDE SIDE. " GL. GLASS U.O.N. UNLESS OTHERWISE NOTED PROVIDE INFILL BLOCKS FOR ALL STAIR RISERS AT EACH TREAD AND NEW CANE ' ...... GR. GRADE 2 TWO STORY APARTMENT BLDGS RAILS. INSTALL ADDITIONAL HANDRAILS AT BOTH SIDES OF EXTERIOR STAIRWAYS, • q • • • (E)WALL TO BE REMOVED V.G. VERTICAL GRAIN 1 ONE STORY STORAGE BLDG ACCESS-BATHROOM ACCESSORIES: WITH EXTENSIONS AS REQUIRED. - :rn r GWB. GYPSUM WALL BOARD VERT. VERTICAL LOWER MOUNTING HEIGHT OF VANITY MIRRORS TO 40"AFF.PROVIDE 4" 22nd 5t WALL MOUNT SHELVES.INSTALL ADDITIONAL GRAB BARS AND ACCESS-LEASE OFFICE INTERIOR: //////////, (N) INTERIOR PARTITION GYP. GYPSUM V.I.F. VERIFY IN FIELD EXISTING TOTAL APT UNITS =20 BLOCKING.ALSO PROVIDE CONFORMING ACCESSORIES IN CONFORMING REMODEL AND PROVIDE REQUIRED CLEARANCES IN OFFICE. PER PLANS. H.A.R. HOT AIR REGISTER 19 TWO BEDROOM/ONE BATH UNITS LOCATIONS.SEE PLANS. '_. v : W/ WITH ACCESS LAUNDRY ROOM INTERIOR: (N) 1 HOUR RATED WALL HDR. HEADER WC WATER CLOSET 1 TWO BEDROOM/ONE BATH TO 11C UNIT REMODEL AND PROVIDE REQUIRED CLEARANCES. LOWER FOLDING TABLE TO 34" ACCESS-FLOORING: HEIGHT ABOVE FINISHED FLOOR MAXIMUM.PER PLANS. "�` i i - - HGR. HANGER WD. WOOD INSTALL NEW GLUE DOWN CARPET THROUGHOUT UNIT AND NEW 25rh CtSt r J,. ; HDWD. HARDWOOD W.P. WATERPROOF EXISTING PARKING VINYL IN KITCHEN&FOYER HALL. ACCESS-STORAGE AREA: � � HORZ. HORIZONTAL OPEN SPACE =27 PROVIDE ACCESSIBLE STORAGE AREA. Lith St DATE/REVISION ACCESS-SWITCHES,HARDWARE: 271h Co HT. HEIGHT HC PARKING =2 RELOCATE ALL LIGHT SWITCHES AND POWER OUTLETS IN ACCESSIBLE ACCESS-SWITCHES, HARDWARE: ?.ath 5t • ` HVAC. HEATING, VENTILATING TOTAL PARKING =29 SPACES UNITS TO REQUIRED MOUNTING HEIGHTS.PROVIDE LEVER OPERATED RELOCATE ALL LIGHT SWITCHES AND POWER OUTLETS TO REQUIRED MOUNTING PROGRESS SET: 9-9-08 AIR CONDITIONING HARDWARE AS REQUIRED. HEIGHTS.PROVIDE LEVER OPERATED HARDWARE AS REQUIRED. "' 29th S ; ¢I • f• BID SET: 9-30-08 NEW PARKING t h' INT. INTERIOR VAN HC PARKING = 1 ACCESS-THERMOSTAT: ACCESS-UPGRADE LIFE/SAFETY: ... . . E; ' 't ')'. CONSTRUCTION REVISION: 1-21-10 LOWER THERMOSTAT ON WALL AS REQUIRED. INSTALL AUDIBLE/VISUAL LIFE/SAFETY SYSTEM IN COMMON AREAS AS g INST. INSTALLATIONNEEDED• ' " REVISION PER RD Et AP: 2-22-10 INSUL. INSULATION 504 PROJECT SUMMARY ACCESS-UPGRADE LIFE/SAFETY: - " "' 2.nd yt •• .1 32nt1_SI REQUIRED 5%OF 20 UNITS = 1.0 UNIT ' .+ a ,�, LAM. LAMINATE PROVIDE FLASHING DOORBELL AND HARDWIRED FIRE ALARMS IN gQpp„kiepCh3eet�rsc. • • Mop;bean 07 h+xvTEct or YroeFtlsn LAV. LAVATORY NO CONVERSION REQUIRED: ACCESSIBLE UNIT AND IN ONE FURTHER UNIT TO BE DESIGNATED FOR ,C^�, HEARING AND SIGHT IMPAIRED INDIVIDUALS.SEE PLANS. [5)iIj' 7:-nfl� �i ,.�MAT. MATERIAL /� MM.B.AX. MACHINE BOLT I, MAR N 6 )Q 1� 0 ® PROJECT NAME: __ ____..___'._-- NORTH ABBREVIATIONS PROPERTY INFO SCOPE OF WORK - NOTE: SOME ITEMS NOT SHOWN IN PLANS. VICINITY MAP BAYSIDE APARTMENTS RENOVATIONS r^„.,»-,,•,t tco..<`mx.....y.o....w:o,+......»,.y,,.,.a..,r',.,.,�t:v;.`.�.xt>..m.a.,.♦,.,.B`,.s.,.L,>.,..,tw.m^,..1.+„.r,,..,...y.,.�.:,n�,Y,4»..t4"t.wWv.ut.,».n.s Y..n...<.a—, ,eta.A.iu.,t,x;M,».,..h a>,,,,eee,,hn...w\-:v3+3.M�..fi-C»..},a,,,,�.�.,<..w w`.,•o�#....�+.3t.',.�.,�<',t. .,l�,�.,,}Mm»..,.,.,x..a.,.-.e�„O,.:w..ot.„,.ro^».•>..e«.., .v..; `. .e.»:.....»..,....,'.Q..,I-.L, v N .k». , tFs f�.'\y,r.',..:'•'t4:t3,,'n b�n ,,.,...a„ .,n.:; �».,�... '„:'• .. . ...... ,.2,. t t3a 1.:�:.1......^.3.. .5} ty.' ..a, x..,.....,N • �. :;. k r ' ,, 4 Yi 3 : ...',s.s.�.:.`.. 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ARCHITECTURE U Tn L SITE WATER MANAGEMENT: 1 jl I INSTALL(5)FIFTY FIVE GALLON WATER CATCHMENT DRUMS AT EACH OF 5 DOWNSPOUT LOCATIONS. ASPHALT,SEALCOAT,AND RE-STRIPE: C®N S U LTI N G REPLACE SECTIONS D ONS OF DAMAGEDGEE ASPHALT-PROPERLY PREPARE AND COMPACT THE SUB GRADE, PROVIDE SOIL AMENDMENTS OR NEW BASE MATERIALS IF / ' / ' NECESSARY. REPAIR AND REPLACE HEAVED, RAVELED AND CRACKED AREAS OF / / / / / / / ASPHALT PAVING.CLEAN RECTANGULAR SAW CUTS AND SUB-BASE PREPARATION // / / / / / / , / CRITICAL. NEW SEAL COAT AND STRIPING. / altrAer/ id"1")." CONCRETE FLATWORK: 3q OO1 I� S I RI'.I'.IREPAIR AND REPLACE EXISTING SECTIONS WALKWAYS WHERE OFFSET TD ADJACENT SECTION IS GREATER THAN / DUE TO SETTLING OR HEAVING. SUITE2O2,��� i L1CF OTHERWISE GRIND EDGES. jor ' F- 5HSAN RAFAEL, CA94901FLUS ����� �/� /� - - -- AREAS NOT USED FOR PARKING AND NEW RAMP. Apia.' FAX (41.5) • 57 sons TOT LOT: / / / / •SIM / / -� / i �J� / INSTALL ADDITIONAL PADDING AT REQUIRED 12"MINIMUM DEPTH. REPLACE / / / ,1 / / / MAIL % EQUIPMENT, INCLUDE AT LEAST ONE ADA COMPLIANT PIECE. / / / ACCESS- PARKING LOT REPAIR: ADJUST GRADE i A CEssIBLE MAID / ADJUST PAVING IN SPACES AND AISLES NOT TO EXCEED 2%SLOPE IN ANY CHARLES PICK, ARCHITECT / PATH OF TRAVEL SITE NOTE: DIRECTION.STRIPE AND PROVIDE SIGNAGE. AS REQ'D, TYP. / ox 5 / / REPLACE WALKWAYS SECTIONS AS NEEDED TO PROVIDE ACCESS-CURB CUT RAMPS: II (E)PROPERTY SIGNAGE SLOPES IN DIRECTION OF TRAVEL NTE 5% a CROSS SLOPES INSTALL NEW CURB CUT RAMPS AT ACCESSIBLE PARKING SPACES.SEE PLANS. NTE 3% (SECTION 504 REQUIREMENT 15 2%, 3% AS PRACTICAL ACCESS-CONCRETE FLATWORK AT PATH OF TRAVEL: ACCOMMODATION OF (E)CONDITIONS). MARK AREAS OF READ REPLACE CONCRETE WALKS, LANDINGS, RAMPS Et HANDRAILS ALONG PATH OF TRAVEL FROM ACCESSIBLE UNITS TO AMENITIES a TO CITY SIDEWALKS,PER DETAIL PLAN CONC REPLACEMENT AT TIME OF PRE-CONSTRUCTION WALK. PLANS. RAISE WALK TO BE FLUSH WITH ENTRY AT UNIT 19. 1 EXTERIOR LIGHTING: SCALE:1 /4 =1 -0 INSTALLRADE SEXEXTER 0R TIMERS.FIXTURES WITH ENERGY STAR RATED TYPE, (E)WD CURB 11 1 REPLACE GUTTERS & j DOWNSPOUTS, TYP ALL LEGEND I1 TOT LOT SEE DETAIL- UNIT 1117 (N)HC UNIT#19 Et BENCH SYMBOL/ LINE DESCRIPTION (N)TRASH BIN I • (N) DIRECTIONAL SIGNAGE PLAN 1 /A0.2 I 0 PATH OF TRAVEL FOR SECTION APT BLDG OFFICE/ 504 COMPLIANCE I- N CONC WALK ® LAUNDRY ( ' I 12 �UNNITS BEDRM Fe (N)CONCRETE ANTICIPATED, LJJ ' NTE 5% IN DIRECTION OF - TRAVEL& 2%CROSS SLOPE . 7 ""'" / VERIFY IN FIELD U-I W/FLUSH TRANSITION TO - — I I _ Ce (E)CONC,TYP I �, _ r y/ ® -__ (N)GRADING &OR LANDSCAPE I ♦ ♦ r in " ,/ / i o IOU,,,,,r/ %�/ %iD /� 'i G //UfO// O� I - (E)WALL TO REMAIN o� a A���,,,, is ���° 0; 0 = = 00 0 00 0 0 0 0 0 0 0 j (E)SIGN I �" / / ,• ,;,_;." (E)WALL TO BE REMOVED (N) MAIL :OX (N)VAN /�/ H/C /� ///////// (N) INTERIOR PARTITION N I LOCATION FOR I �,- HC ACCESSIBLE UNIT / "o/ / :;+:;$;:?K:::;:, (N) 1 HOUR RATED WALL ppplRl G n /// 7 REMOVE (E)CONC i . I // WI ,, SEE DETAIL 4 ' 7' ' r, AT SPORTS CT, - - - PLAN 1 /A0.1 �';'„� / RE-GRADE & / DATE/REVISION I ���� INSTALL LAWN (N) STRIPING FOR C��; % / ACCESSIBLE PARKING REMOVE (E);HED & INSTALL-- /'/ 0, MTL CANOPY W/MAINT / PROGRESS SET: 9-9-08 ASPHALT DRIVEWAY I STORAGE & BIKE RACKS, • j o REPAIR AS NEEDED SEE (N)PLAN A0.2 (51,, / BID SET: 9 30 08 as MIN WIOTH,TYP I C' sa* A;• J ) CONSTRUCTION REVISION: 1 21 10 REVISION PER RD a AP: 2-22-10 / /O��/ , �� O � 'S / (E)LANDSCAPE • '( ,ir REPLACE GUTTERS & '"t DOWNSPOUTS, TYP ALL PROJECT NAME: ' I • BAYSIDE IIII I L • APARTMENTS (E)MAIL (N)CONC WALKS NTE 5% IN DIRECTION OF - - TRAVEL Et 2% CROSS SLOPE REMOVE (E)JUNIPER • W/FLUSH TRANSITION TO , PLANTS,TYP 1 (E)CONC,TYP RENOVATIONS 2 STORY APT BLDG 8-TWO BEDRM UNITS Y (E)LANDSCAPE . a 3 PROJECT LOCATION: U ' J z a 3 0 0 1106 24th STREET ASPHALT DRIVEWAY ANACORTES ' WASHINGTON 98221 • TRASH • L _ SHEET TITLE: ffli (E)TRASH SITE PLAN • ❑ ❑ I • SITE PLAN NORTH AOl SCALE:NTS Copyright 2010 by Charles Pick, Architect Et Basis Architectural it Consulting I I I I ,,, , BASIS \ , HC UNIT #19 \ ARCHITECTURE sj LOWER(E)THERMOSTAT AS LIVING RM (N)CONFORMING TOILET WI I FLUSHOMETER ON OPEN SIDE \\ REQD FOR X. CONFORMANCE. �\ ,/ CONSULTING AFF48" MAX. GRABB AND /' BLOCKING. SEE A8.2 FOR Q/ CONFIRM a/OR INSTALL GFCI \\ LOCATIONS AND MOUNTING , (IN KITCHENS Et BATHS) HEIGHTS (TYP.ALL) , � L 1 CARPET I (N)MODULAR TUB& C (E)TOT LOT MOUNT UPPER CABINETS @ 54"AFF MAX. I VINYL ) ENCLOSURE W/CONFORMING \\ �� 1 OO1 D STREET I I— - MOUNT UPPER FIXTURES:VERIFY 60's CLR CABINETS @ 48" FRAMING PRIOR TO ORDER STORAGE \\' ��� SUITE 202 PROVIDE VENT SWITCH AT COUNTER FRONT C il J AFF MAX. —RELOCATE WALL HUNG LAV. AINTENANCE SAN RANAEL, CA 94901 l`J) KITCHEN OVER SINK, 40'AMIRROR 9PHONE ��115) 45�-6035 (N)4"SHELVES TENANT(N)SELF CLEANING OVEN, FRONT MNT CONTROLS , Y CARPET STORAGE/i VINYL FAX (415) 457-6036 (N)KITCHEN CABINETS a COUNTERS,TYP (N)SINK W/ REAR L—J I l.1 V ' —� \ / (N)CONFORMING SOFT FALL \,, /, (N) COMPLIANT REF } DRAIN. WRAP ?TAG\ MULCH 12"MIN. DEPTH PIPES 48"CLEAR g-p•• REQ'D IL REF I r e CHARLES PICK, ARCHITECT BATH 48"CLEAR(TYP) - `�, -� - - �,I7� (N) 3068 \ !' w RELOCATE ELEC \ 1 DOOR BELL(N)FLASHING STORAGE CIRCUIT PANEL ° o • r Y , // �� in SAWCUT(N)GROOVED BORDER AT(E)LEVEL LDG, SEE 4/A8.1 A8.2 - - (N)SD W/ - — REMOVE TOP COURSE OF (E)LEVEL LANDING I CLOSET / - ( STROBE Li �— (N)GROOVED (E)LEVEL (E)BORDER AS SHOWN, (r ,1 \ / BORDER AT LEVEL 48"MIN CLR OPENING \ \ 1 STROBE(N)SD / (N)3068 // LDG, SEE 4/A8.1 yyy N \ Flr (N) 3068 —LOWER(E)CLOSET PROVIDE ACCESSIBLE \ /� /'�`' ' ' �, /I - LAUNDRY FOLDING 'NO HANDRAILS NOTIFY —_'- (N) RAMP NTE 8.33%SLOPE \ �— 1 r a / RODS AND SHELVES TO (N)LEVER OP z rc COUNTER NTE 34"AFF, \ _ ARCHITECT IF IN DIRECTION OF TRAVEL i. (E)CONC WALK W.H. I > g 54"AFF,TYP DETAIL 8/A8.3 HDWR I -- - GREATER THAN 6"RISE AND 2%CROSS SLOPE. 0 7%SLOPE DN ' ' — " ' `-- ALIGN I VINYL CARPET WASH ( 1 A S WIDEN DOORWAYS TO 36", FLUSH • —INSTALL(N)WATER (N) INSTALL(N)DRS @ HC UNIT ' ,.I' I (N)PARK BENCH LEGEND HEATER WITH STRAPS o / INSTALL (N)CONFORMING RAMP HANDRAILS PER 9/A8.1 f a / RELOCATE DRYER PROVIDE --"✓� ? BEDROOM WASH ACCESSIBLE WASH a DRY 1 j (N) SD WI -- EACH REVERSE(E)DR —� --- STROBE LAUNDRY rtINSTALL(N) OFFICE SYMBOL/ LINE DESCRIPTION LEVER OP HJWR -- --- - BEDROOM DRYER C ♦ (N) DIRECTIONAL SIGNAGE REMOVE CARPET APPLY NON SKID WATER PROOF STRIKESIDE (N)SD W/— (E) ONCRETE Et SURFACE AT ALL STAIR TREADS a REPAIR DRY ROT,AS REQ'D CLEARANCE STROBE NOTE: (N)CANE DETECTORS AT ALL STAIRS, SEE 11/A8.1,TYP 1PATH OF TRAVEL FOR SECTION INSTALL RISER BLKS AT ALL STAIRS,SEE 2/A8.3,TYP UP (NJLEVEL LDG @-7"OF(E)BOTTOM + G TREAD, RISER HTS REQUIRED TO BE (E)CONC 504 COMPLIANCE (N)CONTRASTING STRIPING ON TOP a BOTTOM TREADS DRYER 2'-0" ® \ FLUSH ////,f/. EQUAL Et NTE a"VARIANCE i, TO REMAIN / RI / , // j (N)CONCRETE ANTICIPATED, / ; A � I I I I I r— (N)ACCESSIBLE TRASH BIN / //,/ VERIFY IN FIELD (N)SIGNAGE, PER (N)SIGNAGE, PER j / ,// / (N)HANDRAILS W/ EXTENSIONS (N) LEVEL LANDING NTE-}"FE T , / .// INSTALL(N) DECO WROUGHT IRON / BOTH SIDES, SEE 3,6,7 a @ 2%SLOPE IN ANY DIRECTION. GUARDRAILS BOTH SIDES, SEE 9/A8.1 1/A8.1, TYP. 1/A8.1,TIP. / j - /. / 48" LEVEL LDG / / 9/A8.3,TYP ALLGRADING &OR LANDSCAPE 12"TYP --" (N)GROOVED BORDER AT - REMOVE 6-0 / / (N) /��/' / /// 12" —WELD ON (N)WHEEL CURB / EXTEND(E)LDGSTAIR & 12 i / TRANSITION TO(E)CONCRETE. LEVEL LDG, SEE 4/A8.1 / ADJUST GRADE,TYP / / / / (E)CONC STAIRS IrI / / NTE 5%SLOPE IN DIRECTION OF �' ,! ,/ / ; / �// �. / �, } GUIDES BOTH SIDES, SEE 9/A8.1 // j /,/ O Y k j TRAVEL&2%CROSS SLOPE T / / •G / / / / /, r / / / (E)WALL TO REMAIN - -- / ' / / ,�a.do.006o' • Ji n // f i�Y 7T / // / / / // / j/ /, ��/. / /' / / 0000000000000' � ,j� /`(, •• . g s • fir_,_/ /' % /j , j , /� / ,/' / / _ (E)WALL TO BE REMOVED / o000000000000 k / • / YkDGP,E (E) RAMP SLOPE DOWN S% s� � � TRANSITION TO (E)CONCRETE. / J5 / 0000000000000� sl'Y • • / // / er e• r NTE 5%SLOPE IN DIRECTION OF Tf 0000000000000000000000000• fff • r ' 000000000000o r .+� I: • / ," // / , ioo0 oa oa00000• //////%/// (N) INTERIOR PARTITION TRAVEL Et 2%CROSS SLOPE / 0000000000000 / / / /- / / / /, / / / / / / / / ( ) ( I .. (N) 1 HOUR RATED WALL / '/ / (N)CONC CURB / / / /� 000000000000.�/// ///// '' '/ // / // j< / . // ' //, / / �Y if, / Apr i„ Ai��Il� i��IZe�I/i���llrAfr ,/ ECONC TO REMAIN .. 0 00000000000 / / // // / � � i 1 / (N)TR 'GATED D ES / / / / , // / W/ F SH TRA ITION / / I�, / j/i ///// //T77 INSIFALL(N) NDRAILS /I / / / T• PARKING EE 3/A8 I I �� AS.3 _— W/WFjEEL GUIDES BOTH / / /� /// / SIDES, SEE.9/A8:1 I/ / SAWCUT& INSTALL (N)CONC / CUT BACK(E)RAMP 6'AND (N)GROOVED I, / / / Y ' / / 'j/ CURB FLUSH W/(N)LAWN DATE/REVISION / (N)WHEEL STOP, / / (N)WHEEL STOP, / / N)WHEEL STOPS, TERMINATE (E) RAILING AS SHOWP. BORDERAT LEVEL— / / / // / CUTa (E)CONC TO REMAIN DOWEL SET,TYP. / DOWEL SET, TYP. DOWEL SET,TYP ALONG — ,• / / / // , / / , // / ACCESSIBLE PATH OF REPLACE W/ (N) LEVEL LANDING NTE LDG, EE 4/A8.1 / ' / i ' TRAVEL. 2%SLOPE IN ANY DIRECTION 'I / / / / / / // / / PROGRESS SET: 9-9-08 / / / ASPHALT W/LEVEL SURFACE / REMOVE (E)DAMAGED / / / / / / , BID SET: 9-30-08 ' ' / / / NTE 2%CROSS SLOPE IN ANY / / CONC PAD, SHOWN DASHED / / / / i - / DIRECTION @ALL HC CONSTRUCTION REVISION: 1 21 10 // / / PARKING SPACES AND / / / / // REMOVE (E)CRACKED SPORT REVISION PER RD Et AP: 2-22-10 / / AISLES, SEE DETAIL 5/A8.1 / / (N)PLANTER AREA/ / / COURT-GRADE Et LANDSCAPE / LA�JDSCAPE VENDOR / / / / TO SUBMIT PLANTING PLAN / /// . / ' / 1 , / / DEMO (f)�SPHfCLT / / �' / / / // / / / a / / /' / / / / ® ' / • ®NW PROJECT NAME: / (N)HC VAN SPACE/ © / / / / / / / / , t / / NO / BAYSI DE ,,, / / , / PARKING / / (E)PAVING (E)CONC WALKWAY // j APARTMENTS / / j F-1 // / / / , / ,,, / / gc7, 1 / 7 / i ///, f1i / 2.-p.. / / 9'-0" / / , %8'-0" / j / A'-0" - / RE-USE (E)BIKE RACKS / / '//// //�// / / RENOVATIONS O / / j '�// / /// ///-�/j // / t 24"TYP OVERHANG, SHOWN / / / / / / / / / / / / / , / / / / / / / % , / , , / ///// / /f�/ DASHED / ' / '/ /j/ / ,/ /`=/7— 6"x PAINTED STL SUPPORT TRANSITION PAVING TRANSITION PAVING / /I //// ,//7 /// , POST,TYP // // j / PROJECT LOCATION: (E)OR(N)CONC / / I/ /%i-7/ / / / EDGE OF SLAB B:TURN . %N` i1 II , /// / / r / • / '// DOWN FIG 1106 24th STREET S , I / ,/ / // LX M� //// (E)WD a il / // ``/ / DEMO E WD STORAGE SHED, ® ti / II / / / �``/// SHOWN DASHED ANACORTES . ., ���, /+` � �• / %//,' '. /y`• / N PT4x4PDST WASHINGTON LANDSCAPE Et SHRUBS ` / `' / /4/ /''/ j/- j 98221 LANDSCAPE VENDOR TO SUBMIT . / / PLANTING PLAN / /% (N)72"HIGH WD ENCLOSURE WI ,r'" �' I I / // / , CAP B GATE AS SHOWN (E)PAVING / z „ -/- / / 0 /// / /'r/ h • /, ,. SHEET TITLE: '' K / / / /" / /,y ACCESSIBILITY iN�/ ) 2 0 //// - y/j/ / PAINTED STL SUPPORT POSTS&METAL CANOPY,/ t / % / / / (BAJA OR SIM BY OTHERS) DETAIL PLAN ,y // /// / / g ., t , —1-- — 7 - NORTH t r _ w. • / �Y .. , i - � �/ A02 _______ ______ _____ DETAIL PLAN SCALE:1 /4" =1'-0" Copyright 2010 by Charles Pick, Architect Et Basis Architectural Et Consulting BASIS ARCHITECTURE & CONSULTING 1001 D STREET SUITE 202 SAN RAFAEL, CA 94901 PHONE (415) 457-6035 FAX (415) 457-6036 CHARLES PICK, ARCHITECT I I I I HC UNIT #19 / LIVING ELMLEGEND / SYMBOL/ LINE DESCRIPTION __ _ _ • (N) DIRECTIONAL SIGNAGE I I PATH OF TRAVEL FOR SECTION I / 504 COMPLIANCE STORAGE 6 I MAINTENANCE j FD REMOVE LINEN / (N)CONCRETE ANTICIPATED, KITCHEN CLOSET&TOILET TENANT \ -- �Z VERIFY IN FIELD STORAGE - _ (N)GRADING &OR LANDSCAPE _ I I Li % I 1STORAGE — _ _- IREF I I \\ \\ �/ (E)WALL TO REMAIN BATH I L (E)WALL TO BE REMOVED — -) \ / S(OpC K'AIK tot DEMOLITION ICON STORAGE q//l/////l//r (N) INTERIOR PARTITION flNp f5% �) SHOWN (N) 1 HOUR RATED WALL ,,__ i _ NOTE: C.7fstop&2% CONC CURB tricw DASHED,TYP CLOSET J K SEE PLANS FOR ACTUAL LAYOUT (I f. ./Te fp 0estser A8.3 '� CR N z — REMOVE(E)TUB "\ \ / ` O$5S B33% c°a°°°°O REMOVE(E)WALLDR, SHOWNSECTION& N GROOVED BORDER AT <OPF 000°°c° °°o c°'°'o' O 0000°o°oco o°000 o°'o• �I S ORAGE ��2ELOCATE DR, DASHED DATE/REVISION LEVELSURFACERAONF \ 000°oo°O°O oo ao°oO°0000'OQ000°000°O°o• r„ ,\ _ W.H. WALK/RAMPTRANSITION oo °00000ovoe000°°o°° NTESLppED I r _� + — PROGRESS SET: 9-9-08 °o 0 0°°,'o 0o coccoo o °coc°Ocoo° N 8.3 - '"� - - -- ', e1%ceosssLppE% / II BID SET: 9 30 08 CONC / RELOCATE (E)ELEC CONSTRUCTION REVISION: 1-21-10 �SFOpf INp,REs% \ II IIII / CIRCUIT PANEL TRUNC,TED DOMES CROSS 51.04 p6`1%TION \ II L. REVISION PER RD Et AP: 2-22-10 \ \R.0 p FLUSH TRANSITION AT f N \ LEVEL LOG BEDROOM jj \ i 1 REMOVE(E)DRS @ REMOVE 7 ENLARGE DR LAUNDRY OFFICE \\ \ NTE 6"715E (E)NON-CONFORMING \ \ REVERSE (E)DR `\ AB 3 BEDROOM 36ETMPGS TO SINK B.CAP OFF Ia I SWING \\\\ PLUMBING PIPES I� JJ \, \\\ (N)ASPHALT SURFAC NTE 2% ACCESSIBLE AISLE I 7-— — \, SLOPE IN ANY DIRECTION \ RELOCATE DRYERS T ---1. \ PROJECT NAME: NOTE: B:VENTS FOR IF SEE DETAIL SHEET AB.1 FOR CURB CUT RAMP, PARKING SPACE DESIGN, \\\ ACCESSIBLITY \ / / / GROOVED BORDER, TRUNCATED DOMES, SIGNAGE&PAINT STRIPING \ I I BA 1 S I D E // / \ \\\\ I I I I - 1� I APARTMENTS / // \ \\ REMOVE t6'OF(E)RAMP Et RAILING I III (E)CONC LDG TO / /// / N \\\ \\ III BE WIDENED \A8.3y / / �\\5% CO p \\ / � I / /�,f � 0p c LL-7_-T RENOVATIONS BUl / 5••/ E,N \\\\\\\\\ Ir CT UPASpNAITSURFgCf I / / \ \� \\\\\\\ REMOVE(E)CONC / / \\\ \\�\ cL j \\\\ � A8.3 — __- - - / \\ �\ PROJECT LOCATION: atii; Set- 24th STREET 1 DIAGRAM OF BUILT UP ASPHALT AT jN)ACCESSIBLE AISLE A 0 PARKING S - S (E)PARKING REMOVE(E)CONC @ STAIRS, SHOWN DASHED ANACORTES SCALE: 1 /4" = 1'-0" L - - WASHINGTON EXISTING / DEMOLITION HC UNIT Et LEASE/ LAUNDRY PLAN 98221 SCALE:1 /4"=1'-0" SHEET TITLE: li ACCESSIBILITY DEMO PLAN I AI . 1 Copyright 2010 by Charles Pick, Architect a Basis Architectural @ Consulting UNIT INTERIORS: BASIS MOLD AND MILDEW: LL/�1 ARCHITECTURE C�HlITECTURE REPAIR MOLD AND MILDEW IN BASE CABINET AREAS UNDER SINKS.CUT 1�` OUT DAMAGED DRYWALL AND PATCH. REPAIR PLUMBING AS REQUIRED.UNTERTOPS/CABINETRY: SSTALL NEW COUNTERTOPS IN SELECTED KITCHENS.REFURBISH OR Sc.IIVJXI REPLACEITCHES&BCABIAEHSY ASI KITCHENS CONSULTING KITCHENS&BATHS AS IS EXCEPT ACCESSIBLE UNITS,SEE PLANS. REFRIGERATORS: REPLACE AT ALL UNITS WITH ENERGY STAR APPROVED. SMALL APPLIANCES: REPLACE ALL HOOD VENTS WITH NEW ENERGY STAR. 1001 1) STREET PLUMBING FIXTURES: SUITE 202 REPLACE FIXTURES AND REPLACE TUBS/SURROUNDS IN ALL UNITS, SAN RAN AEI. CA 94901 ACCESSIBLE UNITS,SEE"ACCESS-BATHROOM FIXTURES"AND "ACCESS-BATHROOM ACCESSORIES." PHONE (415) 457-6035 NOTE:WATER CONSERVING FIXTURES REQUIRED. TUB/SURRONDS: FAX (415) 457-6036 INSTALL NEW TUB/SURROUNDS IN ALL UNITS. BATHROOM FAN: INSTALL NEW HUMIDISTAT OR CONSTANT RUNNING FAN IN ALL CHARLES PICK, ARCHITECT BATHROOMS(INCLUDING ACCESSIBLE).ENERGY STAR APPROVED. WATER HEATERS: PROVIDE SEISMIC RESTRAINTS AT ALL WATER HEATERS.REPLACE ALL WATER HEATERS ANTICIPATED IN TERM (7 TOTAL). INSULATE HOT WATER PIPES AT HOT WATER HEATERS&COLD WATER PIPES EXPOSED TO THE ELEMENTS. HVAC: INSTALL NEW ENERGY STAR COMPLIANT FURNACE AT DISABLED ACCESSIBLE UNIT. FLOORING: REPLACE CARPET&PAD IN SELECTED UNITS,USE"GREEN LABEL PLUS CERTIFIED"REFER TO PRE-CONSTRUCTION MATRIX. SMOKE DETECTORS: INSTALL HARD WIRED SMOKE DETECTORS WITH BATTERY BACK IN ALL UNIT BEDROOMS. LEGEND SYMBOL/ LINE DESCRIPTION • (N)DIRECTIONAL SIGNAGE 1 I I I �� PATH OF TRAVEL FOR SECTION 504 COMPLIANCE TYP UNIT I _. I (N)PAINTED STL CANOPY SUPPORT POST B:CONC FIGS (N)CONCRETE ANTICIPATED, BY BAJA CARPORTS OR SIM <j/ VERIFY IN FIELD OPEN ' INSTALL(N)COUNTERTOPS IN SELECTED KITCHENS. LIVING RM - - - (N)GRADING &OR LANDSCAPE REFURBISH OR REPLACE CABINETRY AT KITCHENS&BATHROOM VANITIES, - - (N)72"HIGH WD ENCLOSURE W/ STRIP CARCASSES, SURFACE SAND, PRIME& EPDXY COAT(2x) ,ten OPEN CAP&GATE AS SHOWN INSTALL(N)DRS Et DRAWERS E WALL TO REMAIN (N)MAINTENANCE (E) STORAGE .Ak!CrNCLOSURE o (E)WALL TO BE REMOVED fir At)ell,,\' 1 I REPAIR MOLD a MILDEW IN BASE CABINET AREA UNDER SINKS, fi ills, ti- I CUT OUT DAMAGED DRYWALL&PATCH, y/W//////// (N) INTERIOR PARTITION t��" '�)1 , � REPAIR PLUMBING AS REQ'D, REINSTALL CABINETS. 48"MIN l+C•,,,. I I 111 REPLACE ALL HOOD VENTS IREFURBISH OR REPLACE CABINETRY ............. (N) 1 HOUR RATED WALL (E)CONC WALK i ' I ' 1 1 i f E — — — — — , _ - W/NEW ENERGY STAR BATHROOM VANITIES. (N)PLANTER Et SHRUBS - LJ - REFER TO BAJA CARPORTS (OR O KITCHEN LANDSCAPE VENDOR TO SUBMIT II I I SIM)SPEC FOR FTG E. DATE/REVISION PLANTING PLAN L - L STRUCTURAL I j I- 0 \ REPLACE FIXTURES a REFURBISH (E)OR(N)CONC W/(N)TURN TUBS/SURROUNDS IN ALL UNITS (N)REFRIGERATORS IN PROGRESS SET: 9-9-08 DOWN FTG ALL UNITS REF BID SET: 9-30-08 \\ M , N._____Y BATH INSTALLENERGYSTAR(N)HU,MIDIS TYPTAT OR CONSTRUCTIONREVISIONPERRD REVISION:& AP: 2 1-21-102210 (N )M A I NT a B I KE S T 0 RAGE CONSTANT RUNNING FAN, 1 i SCALE:1/4"=1'-0" SP ' %O CLOSET ' I ---1 1 DN I PROJECT NAME: (N)ROOF SLOPE TO LAWN t W.H. 1 Er-)`�._�- REMOVE CARPET a APPLY NON SKID _ ___ L (N)PAINTED STL CANOPY, WATER PROOF SURFACE AT ALL STAIR i' - BAYS I D E BAJA CARPORTS OR SIM TREADS a REPAIR DRY ROT, AS REQD - 6"x PAINTED STL SUPPORT INSTALL SEISMIC RESTRAINT POST,TYP I AT ALL WTR HTRS, APARTMENTS OPEN II (N)WTR HTRS AS REQ'D (N)CANE m. k .. (N)72"HIGH WD ENCLOSURE W/ STAIRS,S,ESEE 111/A8.1,TYP - - } BEDROOM m fa I CAP&GATE AS SHOWN - I. cei pi � � � 1 4 _ w" - - I 1'A�4j7 I4 INSTALL LLSTAI BLKSAT 11 II BEDROOM RENOVATIONS ALL STAIRS,SEE F. � _F 0� '4` "• 'i� ",:?�,�±,1�, 2/A8.3,TYP 1I - - - 1 f1 �s"i ti ■ ma 1 iS+'- r `icy (N)CONTRASTING STRIPING ,ry 1 — 1 • ' (E)PAVING ON TOP&BOTTOM TREADS l�l N LAWN AREA n ft-e�� 4 T 7_ II II I I I I PROJECT LOCATION: I Y LAC H \ H -_Sic--1 (N)PLANTER&SHRUBS \ L _1 L - J LANDSCAPE VENDOR TO SUBMIT (N)HANDRAILS W/ EXTENSIONS 1106 24th STREET PLANTING PLAN BOTH SIDES, SEE 3,4,6& 9/A8.3,TYP ALL ANACORTES 2 (N )MAINT &t BIKE STORAGE TYPICAL UNIT PLAN WASHINGTON SCALE:1 /4'=1'-0" SCALE:1 /4"=1'-0" 98221 SHEET TITLE: UNIT PLAN AI . 2 _____ - Copyright 2010 by Charles Pick, Architect & Basis Architectural Et Consulting 17"MIN NOTES: NOTES: SEE 5/A8.1 CURB-CUT RAMPS: z UNAUTHORIZED VEHICLE WARNING SIGN" t (24" RECOMMENDED) li EVERY STAIRWAY HAVING TWO OR MORE RISERS SERVING ANY BUILDING HANDRAILS ARE REQUIRED ON PEDESTRIAN RAMPS THAT PROVIDE ADDITIONAL REQUIREMENTS FOR TRANSITION 6 BASIS OR PORTION THEREOF SHALL CONFORM TO THESE REQUIREMENTS. ACCESS, EXCEPT THAT AT EXTERIOR DOOR LANDINGS, HANDRAILS ARE FROM ACCESSIBLE AISLE TO ROUTE. v HANDICAP PARKING ACCESSIBLE ROUTE - 1. SIGN IS TO BE POSTED AT EACH ENTRANCE TO THE OFF-STREET \ - 1.5"MAX RADIO NOT REQUIRED ON RAMPS LESS THAN 6" RISE OR 72" IN LENGTH. SIGNAGE PARKING FACILITIES, OR POSTED AT EACH ACCESSIBLE PARKING UNAUTHORIZED VEHICLES 1. MIN. WIDTH OF 36" IF THE OCCUPANT LOAD IS LESS THAN 49. MIN. PARKED IN DESIGNATED THE P. ACCESSIBLE E SPACES NOT ARCHITECTURE WIDTH OF 44" IF IT IS MORE THAN 50. (1) HANDRAILS ARE ON BOTH SIDES AND CONTINUOUS THE FULL LENGTH z �w DISPLAYING DISTINGUISHING 2. THE PHONE NUMBER AND ADDRESS WHERE TOWED VEHICLES CAN BE 2. HANDRAILS ARE ON BOTH SIDES OF STAIRWAY. ACCESSIBLE PARKING SPACE DESIGN o PLACARDS ISSUED OF THE RAMP. RECLAIMED IS POSTED AND A PERMANENT PART OF THE SIGN. z LICENSE PLATES ISSUED 3. THE UPPER APPROACH AND ALL TREADS OF EXTERIOR STAIRS IS (2) FINISH HEIGHT OF HANDRAILS BETWEEN 34"-38"ABOVE RAMP N 3. LETTERS MUST BE 1"MIN IN HEIGHT. f FOR PERSONS WITH ' MARKED WITH A STRIP OF CLEARLY CONTRASTING COLOR A MIN OF 2" 1. STANDARD STALL MUST BE 9'-0" BY 18'-0"AND AISLE DlsAealneswlLLeEToweD SURFACE. MUST BE 5'-0" BY 18'-0" 4. SIGN IS NOT LESS THAN 17" BY 22". N 0 AWAY AT THE OWNER'S . IN WIDTH A MAX OF 1" FROM THE TREAD NOSE OR LANDING. (3) HANDRAILS EXTEND A MIN. OF 12"OF LEVEL DISTANCE BEYOND TOP U, EXPENSE. INTERIOR STAIRS REQUIRE STRIPING ON THE UPPER APPROACH AND 2. SURFACE OF PARKING SPACE AND ACCESS AISLE MUST ce CONSULTING LOWER TREAD. AND BOTTOM OF THE RAMP AND ARE RETURNED. NOT EXCEED 2%GRADIENT IN ANY DIRECTION. " TOWED VEHICLES ANGLED NOSING (4) HANDRAIL HAS SMOOTH SURFACE, NO SHARP EDGES OR CORNERS, N MAY BE RECLAIMED AT 4. ALL CONTRASTING COLOR STRIPS ARE AT LEAST AS SLIP RESISTANT AS AND EDGES HAVE A MIN. RADIUS OF 3. CURB RAMP REQUIRED WHEN WALK IS AT DIFFERENT T"'°P" B ' LEVEL THAN PARKING ELEVATION. RAMP MAY NOT BE ACCESSIBLE PARKING STALL CESSIBLE AISLE evrELEPHONINc 1 OR THE OTHER TREADS OF THE STAIR. (5) HANDRAIL HAS ENOUGH MIN. STRUCTURAL STRENGTH TO SUPPORT A LOCATED IN ACCESS AISLE OR PARKING SPACE. \ 5. THE TOP OF THE GRIPPING SURFACE OF THE HANDRAIL 15 34"-38"MAX 11"MIN. 250-LB. POINT LOAD. PARKING SPACE SIGNAGE ABOVE THE NOSING OF THE TREADS 4. PROVIDE PARKING BUMPER OR CURB IN SPACE. 1001 D STREET 1. MAX. (6) HANDRAILS DO NOT ROTATE WITHIN THEIR FITTINGS. 5. PROVIDE THE CORRECT NUMBER OF ACCESSIBLE UNAUTHORIZED VEHICLE SIGN 12"MIN (7) WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL IS FREE OF STALLS ON SITE. 1. POST SIGNAGE AT EACH ACCESSIBLE SPACE. (NOTE: CA ONLY) SUITE 202 SHARP OR ABRASIVE ELEMENTS. 2. AREA OF SIGN IS NOT SMALLER THAN 70 SQUARE INCHES.* (8) ENDS OF HANDRAILS ARE EITHER ROUNDED OR RETURNED SMOOTHLY o 3. WHEN POSTED IN A PATH OF TRAVEL, BOTTOM OF SIGN IS 80"MIN SAN RAFAEL, CA 94901 IE. TO FLOOR, WALL, OR OTHER POST. VAN ACCESSIBLE STALL aD FROM FINISHED GRADE.", 1Lti PHONE (415) 457-6035 11/4"- 11/2" 4. POST ADDITIONAL SIGN AT VAN ACCESSIBLE SPACES STATING 'VAN 12"MIN FLUSH RISERN ADDITION TO STANDARD ACCESSIBLE STALL ACCESSIBLE" BELOW SYMBOL OF ACCESSIBILITY . FAX (415) 457-6036 READIRTMENTS: 5. REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL WITHC i 1i/ " 1. ACCESSIBLE AISLE MUST BE 8-0"AND LOCATED ONBEADED TEXT OR EQUAL. 6. SIGN TO BE CENTERED AT THE INTERIOR END OF THE PARKING SPACE.F HANDRAIL IS 34%38" 1,5"MAX RADI S PASSENGER SIDE. PARKING I MAX ABOVE THE TREADS 2. "VAN ACCESSIBLE' SIGNAGE E REQUIRED. 7. TEXT AND ACCESSIBILITY SYMBOL TO BE WHITE ON DARK BLUE ONLY CHARLES PICK, ARCHITECT ■ BACKGROUND. 3. 98"MIN VERTICAL CLEARANCE IS PROVIDED AT PARKING 60° 8. POST ADDITIONAL SIGN STATING "MINIMUM FINE $250"BELOW THE PARKING SPACE AND VEHICLE ROUTE. ONLY MINIMUM 4. FOR EVERY EIGHT ACCESSIBLE SPACES (OR FRACTION O SYMBOL OF ACCESSIBILITY.* FINE$250 OF) PROVIDE ONE VAN ACCESSIBLE SPACE, BUT NOT MINIMUM eo LESS THAN ONE. CS# FINE 250 P Alaht S [VAN ACCESSIBLE M ^ 1 ROUNDED NOSING ACCESSIBLE PARKING SIGNAGE I SLOPE TO DRAIN NTE 2% ENLARGED DETAIL(NTS) F. - (NOTE: FINE NOTICE IS CA ONLY) am - EQUAL EQUAL 8'-0" FOR VAN 10 EXTERIOR STAIRWAYS 7 HANDRAILS -- 4 ACCIESSIBLE PARKING SPACE DESIGN 1 ACCIESSI1BLE SIGNAGE AT PARKING AREAS LEGEND 12" 2"la _-I j 7 i///////////,w///////////////,,,//,//,//// ////////////////////////y , I SYMBOL/ LINE DESCRIPTION I ACCESSIBLE ROUTE OF TRAVEL :' "Y:'LEVEL RAMP LEVEL .•' cc. . (N) DIRECTIONAL SIGNAGE LItQE OF TREADS ABOVE - I I ' """""""`'` ' CONCRETE 1. AN ACCESSIBLE ROUTE IS PROVIDED TO THE BUILDING ENTRANCE FROM �� I 014 1q / NTE 8.33% SLOPE ::;: ::•- NTE 8.33%SLOPE Z SIDEWALK PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING SPACES, AND PATH OF TRAVEL FOR SECTION/ \ • PUBLIC STREETS AND SIDEWALKS. 504 COMPLIANCE \ d to 1 1 - 1 L �u T VEHICULAR AREA 2. AND DWELLING E UN TS HAT ARE ON SITESIBLE BUILDINGS, ELEMENTS, / (N) CONCRETE ANTICIPATED, r &is° SCHEMATIC PLAN / CURB CUT RAMPS. SIGNS AND IDENTIFICATION j VERIFY IN FIELD =LI:ICI= z (N)4"x 4"x 3" BASE PLATE WITH PROVIDE 6"MIN RADIUS AT RAIL (4)Z" EXPANSION ANCHORS. BEND FOR SAFETY 1 12" v 1. CURB RAMP IS 48"MIN WIDE. SEE 6/A8.1 GROOVED BORDER & 1. SIGNAGE CONTAINING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 2. SURFACE SLOPE NTE 1:12 GRADIENT (8.33%). TRUNCATED DOMES: (N)GRADING&OR LANDSCAPE 1 i Jr. WIN TYP. UON RAMP IS LOCATED AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY 12" '•• 1 3. PROVIDE A LEVEL LANDING AT THE UPPER END OF THE CURB RAMP, 48"MIN ADDITIONAL REQUIREMENTS FOR MAJOR EXTERIOR JUNCTION WHERE ACCESSIBLE ROUTE DIVERGES --- DEPTH AND EXTEND THE FULL WIDTH OF RAMP. DETECTABLE WARNING SURFACES. -J Wr TYP. UON 3.1. SLOPE OF TOP LANDING AREA NTE 2% GRADIENT IN ANY DIRECTION. FROM THE REGULAR CIRCULATION PATH. (E)WALL TO REMAIN i ,.�- �i N .4' it/ 4. CURB RAMP MAY NOT ENCROACH INTO VEHICULAR TRAFFIC. 2. SIGNAGE INDICATES THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES. 5. TRANSITION FROM RAMP TO VEHICULAR AREA OR STREET MUST BE FLUSH. (E)WALL TO BE REMOVED 8" MIN 3. CHARACTERS AND SYMBOLS MUST CONTRAST WITH THEIR I • 6. PROVIDE 12" GROOVED BORDER AT TOP/ SIDES OF RAMP AT LEVEL SURFACE. NOTE: NOTIFY ARCHITECT IF (N) BACKGROUND. WHITE TEXT ON BLUE BACKGROUND RECOMMENCED. VERSION#1 W/ CURB 7. CURB RAMP HAS DETECTABLE WARNING SURFACE THAT EXTENDS FULL WIDTH RAMP EXCEEDS 6" RISE. RAILINGS (LIGHT TEXT ON DARK BACKGROUND OR DARK ON LIGHT ACCEPTABLE.) /iiiiaiiiii (N) INTERIOR PARTITION I a CONC. CURB- BOTHSIOSIDES WHEEL GUIDE-LV BOTHIONSI AND DEPTH, EAT IS PG FLARED SIDES R HAS NFO CIN DETECTABLE REQD IF MORE THAN 6". AND A STROKE WIDTH-TO-HEIGHT RATIO g TIO BETWEEN 3:5 AND 1:1 OPTIONAL (VERSION#1)2" OPTIONAL (VERSION#2) WARNING THAT IS APPROVED BY APPROPRIATE ENFORCING AGENCY. 4. CHARACTERS HAVE A WIDTH-TO-HEIGHT } BETWEEN 1:5 AND 1:1. ACCESSIBLE •::::::::::::• (N) 1 HOUR RATED WALL ENTRANCE •.`•..`..•.`:::.. PROVIDE NEW 1 ' 0 TO 1}" 0 PIPE 01a . 14 5. AT DIRECTIONAL SIGNAGE TO BULDINGS CR FACILITIES, CHARACTERS -11.- GUARD RAIL FOR CANE DETECTION • ARE A MINIMUM OF 3" IN HT. WHEN POSTED OVERHEAD 80"OR MORE. AND PROVIDE A MINIMUM OF 80" NOTE: TYP PLANS SHOWN. SEE PLANS FOR SPECIFIC INSTALLATION • LEVEL AREA NTE 2% Ja 6. AT PERMANENT ROOMS AND SPACES: CLEAR HEAD ROOM. lirNOTE: TYP PLANS SHOWN. SEE I rn ;D SLOPE ANY DIRECTION 3 6.1. LETTERS AND NUMERALS ON SIGNS ARE RAISED 32', UPPERCASE TYPICAL DIRECTIONAL SIGNAGE DATE/REVISION °D `:' ? CHARACTERS, AND WRITTEN IN BRAILLE DIRECTLY BELOW TEXT. (ACTUAL MAY VARY) 2"x e" FLAT STEEL STOCK I PLANS FOR SPECIFIC INSTALLATION 'v ,,, 6.2. MOUNT SIGNS ADJACENT TO LATCH SIDE OF DOOR, AND AT 60" PROGRESS SET: 9-9-08 • 1. LEVEL LANDING 3" PER FOOT MAX. SLOPE FROM FF TO CENTERLINE OF SIGN. I E 1.1. THERE SHALL BE A LEVEL Et CLEAR FLOOR OR LANDING ON EA. SIDE 14 x I / Z 7. SIGNAGE IS TO BE INSPECTED AND APPROVED BY THE ENFORCING BID SET: 9-30-08 OF EXIT DOOR. RAMP Hn AGENCY THROUGH PLAN REVIEW AND INSPECTED AFTER CONSTRUCTION REVISION: 1-21-10 I 2. THE LENGTH OF LEVEL AREA IN THE DIRECTION OF DOOR SWING 60" EtM , :>e opINSTALLATION.' REVISION PER RD a AP: 2 22 10 44" IN THE OPPOSITE DIRECTION. illrellail z w 3. THE WIDTH OLF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR CONCRETE 7 v:•.rn�+•••••••••" \ CONCRETE • SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR : ' S� Q \ SIDEWALK EXTERIOR& 18" PAST THE STRIKE FOR INTERIOR DOORS. VERSION#2 W/ WHEEL GUIDES SIDEWALK O 1"'?f�'� :` 4. USE VERSION#1 OR#2, CURBS OR WHEEL GUIDES REQUIRED, BOTH � �Op } : 1'}+;:: : �:: SCHEMATIC SECTION SPAN TBD SIDES. CURB �/ r "' ' 1 \ (CURB C CSC ON i AS REQ'D Jr VEHICULAR AREA 11 CANE DETECTION 8 PEDESTRIAN RAMPS _ CURB-CUT RAMPS 2 ACCESSIBLE ROUTE OF TRAVEL_ AND SIGNAGE PROJECT NAME: SCALE: 1 /2" =1'-O" SCALE: 1 /2" =1'-O" SCALE: 1 /4" =1'-0" SCALE: 1 1/2" =1'-0" BAYSIDE APARTMENTS INTERNATIONAL SYMBOL OF ACCESSIBILITY: RAMP 12" Fir - t 1/4" 3/4" 1. SYMBOL DEPICTS PROFILE VIEW OF WHEELCHAIR WITH NOTES: SEE 7/A8.1 PEDESTRIAN RAMPS AND 8/A8.1 HANDRAILS: OCCUPANT. GENERAL: ANY PATH OF TRAVEL IS CONSIDERED A RAMP IF ITS SLOPE IS ADDITIONAL REQUIREMENTS FOR RAMPS r ;1 2. BACKGROUND TO BE PAINTED BLUE. SYMBOL AND GREATER THAN 1:20 OR 5%. THE LEAST POSSIBLE SLOPE SHALL BE USED r; : ,. = v Xl OUTLINE TO BE PAINTED WHITE. RENOVATIONS FOR ANY RAMP. NOTE: WHEN RAMP DIRECTION CHANGES 30 DEGREES OR MORE, THE r' ` 4 :el. HANDRAILS ARE REQUIRED ON PEDESTRIAN RAMPS THAT PROVIDE LANDING MUST BE A MIN. 72" IN LENGTH AND INCLUDE A MIN 60"BY 60" "� ° ACCESS, EXCEPT THAT AT EXTERIOR DOOR LANDINGS, HANDRAILS ARE TURNING PLATFORM. � A-1) Y r R 0, d 4 `s° 4 36.. NOT REQUIRED ON RAMPS LESS THAN 6" RISE OR 72" IN LENGTH. Si' MIN 4 et t (1) BOTTOM AND INTERMEDIATE LANDING(S)ARE AT LEAST AS WIDE AS 60 MA, GROOVED BORDERS ENLARGED DETAIL (NTS) \ 0 PROJECT LOCATION: THE REQUIRED RAMP WIDTH. (2) SURFACE SLOPE OF LANDING(S) DOES NOT EXCEED 1:50 GRADIENT \ 1. THGROOVED E BORDER MUST BE ON THE LEVEL SURFACE AT THE TOP OF 1 ! 1106 24th STREET (2%) IN ANY DIRECTION. i TOP PLATFORM (3) INTERMEDIATE LANDING(S) ARE A MIN. OF 60' LONG IN THE RAMP DIRECTION. % 2 3/B" ANACORTES (4) INTERMEDIATE LANDING(S)WHERE THE RAMP CHANGES DIRECTION rn / • \ PAR / , ARE 60" BY 60"MIN. - _�\_ ' (5) FINISHED SURFACE OF RAMP AND LANDING(S) IS STABLE, FIRM AND 60 MIN �/% / \\It-. q° �Q o�ooa �o .45"ATBASE \ WASHINGTON SLIP-RESISTANT. SIT, �I(, (6) RAMPS AND LANDINGS WITH DROP-OFFS HAVE EDGE PROTECTION �, OO OO O O ;D n p��1 CONSISTING OF EITHER A GUIDE CURB A MIN. 2" IN HEIGHT ON EACH SIDE �, / © OO O = 70 OF THE RAMP, OR A WHEEL GUIDE RAIL CENTERED 3" PLUS OR MINUS 1" INTERMEDIATE © © OO O ii STRIPING AT ACCESSIBLE PARKING AREAS: ON EACH SIDE OF THE RAMP. PLATFORM O O G �I/ tit(7) OUTDOOR RAMPS) AND THEIR APPROACHES ARE DESIGNED SO WATER CONC 0 .9"AT BASE 1. SURFACE IDENTIFICATION OF ACCESSIBLE PARKING STALLS COMPLIES DOES NOT ACCUMULATE ON WALKING SURFACES. °b �Q, ASPHALT FLUSH C WITH ONE OF THE NOTED STRIPING CONFIGURATIONS: MIN / - 1.1. IN BLUE, OUTLINE OR PAINT STALL ON THE GROUND. IN WHITE, l2 Ott'. DETECTABLE WARNING SURFACE ENLARGED DETAIL (NTS) OUTLINE OR PAINT ON THE GROUND A PROFILE VIEW OF A SHEET TITLE: WHEELCHAIR WITH OCCUPANT, OR 1.2. OUTLINE A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN 1. DETECTABLE WARNING SURFACE EXTENDS THE FULL WIDTH AND WHITE ON BLUE BACKGROUND. THE PROFILE VIEW SHALL BE LEVEL LANDING DEPTH OF A CURB-CUT RAMP, EXCLUDING THE FLARED SIDES, IF IT LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT ADJOINS A VEHICULAR TRAFFIC WAY. OFFICER WHEN VEHICLE IS PROPERLY PARKED IN STALL AND BE ACCESSIBILITY DETAILS: 2. DETECTABLE WARNING SURFACE CONTRASTS VISUALLY WITH 36"H BY 36"W. ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. 4. MARK ACCESSIBLE AISLE WITH A BLUE BORDER. PAINT HATCH LINES EXTERIOR 60•• 3. DETECTABLE WARNING SURFACE DIFFERS FROM ADJOINING WALKING BLUE OR WHITE, NTE 36"0.C." Mik SURFACES IN RESILIENCY OR SOUND ON CANE CONTACT. 5. THE WORDS"NO PARKING"ARE PAINTED IN WHITE ON THE GROUND WITHIN EACH ACCESS AISLE. "NO PARKING"LETTERS ARE A MIN. OF 12" HIGH AND VISIBLE TO TRAFFIC ENFORCEMENT OFFICERS.' GENERAL RAMP 6 GROOVED BORDER EtDETECTABLE WARNING 3 ACCESSIBLE PARKING_ SPACE STRIPING A8 . I ' SCALE: 1/4" 1 0 SCALE: 1 1/2 1 0 SCALE: 1 1 /2 1 0 - 1 Copyright 2010 by Charles Pick, Architect Et Basis Architectural a Consulting BASIS TOILET ROOM IDENTIFICATION SIGN, -1" DIAGRAM: NOT TO SCALE ARCHITECTURE THICK 12"WIDE WI BRAILLE FLAT FACED HOOK (MOUNT RAISED LETTERS. ON WALL IF DOOR SWINGS PERMANENT ROOM OUT) / i-�_ COMPRESSED CARPET 1/4" IDENTIFUCATION SIGN �'� MAX. BELOW THRESHOLD & �_ FINISH FLOOR EVEN EQ EQ * EQ EQ / LATCH: j� � �, ,.� CONSULTING �` OPERATION SHALL NOTES: NOT REQUIRE ANY /ice-- i In MIRROR TWISTING OR GRASPING \ (1) GRAB BARS AND TOILET SEAT AND ALL ASSOCIATED FASTENERS SHALL SUSTAIN - THRESHOLD 250 POUND FORCE IN DIRECT LOAD, POINT LOAD OR SHEAR AT ANY POINT. GRAB LEVER VALVE \ \ / 1/2"MAX AT 1:2 SLOPE 1/4"MAX, 1001 D STREET BARS SHALL NOT ROTATE WITHIN FITTINGS. 17" MIN (2) WALL SURFACES SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SUITEl0`L \ �` I SAN RAFAEL, CA 94901 SHALL HAVE A MINIMUM RADIUS OF 19"MAx (3) ALL FAUCETS SHALL BE OF LEVER TYPE AND USABLE WITH ONE HAND TO - \ THRESHOLD PHONE (415) 457-6035 OPERATE. oci SCALE: 3"= 1'-0" FAX (415) 457-6036 v Z lb._ Z aD� CHARLES PICK, ARCHITECT O M 'et �\ Ai �\ \ \ \ NOTE: PROVIDE BUMPER IN WRAP PIPING SIGNAGE POCKET TO PREVENT DOOR ACCESSIBLE STALL DOOR& HARDWARE FROM FULLY RECEDING. \ i/ / N t t -Jr "Iy 32"MIN. \ 32"MIN. 32"MIN. FLEXIBLE SHOWER PAPER TOWEL 54" MIN HINGED DOOR FOLDING DOOR SLIDING DOOR SPRAY HOSE MIN. \ DISPENSER & 12 / 60"LONG, TUB SIM RECEPTACLE 42" MIN. LONG -FOOT HEAD -� z // FLUSH z ', / ACTIVATOR // 11/2" 24" MIN / 1-1/4MIN0 TO WIDE \ r — — fvV N `IJ Xd 4 1-1/ZMAXO / 36" / PULL SIDE LEGEND 24" MIN 24" MAX D SINGLE LEVER 5 ,I /LQ \ L i \ � \ L I \ o 24"MIN CLEAR AT EXTERIOR DOORS SYMBOL/ LINE DESCRIPTION iN /^ ,� .k k k \ z 0 \_ _�� S rn re., 0\\ n MIXING VALVEZ ^ ng g \ Z _ DISPEN�ERR Q D 118"MIN CLEAR AT INTERIOR DOORS ♦ (N)DIRECTIONAL SIGNAGE CONTROL rAT )) I 7 M 'AREA f °r +1 N N INSULATED v v v N `T1 f- • e Z 3 O/r PATH OF TRAVEL FOR SECTION Y Q' PIPE WRAP 12" MAX NI _ 504 COMPLIANCE \ \ \ i z_ PROVIDE THIS SANITARY H.C. H. C. H.C. LAVATORY PAPER TOWEL NAPKIN TOILET TOILET PAPER SANITARY TOILET n ADDITIONAL SPACE IF % J� (N)CONCRETE ANTICIPATED, W/SEAT IN TUB FOOT HEAD a MIRROR DISPENSER DISPENSER DISPENSER NAPKIN (FRONT) v PUSH SIDE DOOR IS EQUIPPED VERIFY IN FIELD 2%MAX FOLDING SURFACE SHOWER DISPOSER WITH BOTH A LATCH I SLOPE SEAT \ J - - J AND A CLOSER 1 "M (N)GRADING a OR LANDSCAPE N (E)WALL TO REMAIN 5 MOUNTING HEIGHTS FOR BATHS AND OTHER MIN . CLEARANCES AT DOORS (E)WALL TO BE REMOVED 2 SCALE: 3/8" =1%0" SCALE: 1/4" =1'-0" /////////// (N)INTERIOR PARTITION . ---- ....--...-. .••••• (N)1 HOUR RATED WALL 36"MIN. •, / 1' 6" NOTE: CABINET LAYOUTS VARY, SEE PLANS FOR LAYOUT. -/ -/ DATE/REVISION TYPICAL CLEARANCES & REQUIREMENTS SHOWN UPPER CABINETS OPPOSING 6"MAX. RANGE @ 54"AFF 18"MIN. PROGRESS SET: 9 9 08 / '1 BID SET: 9-30-08 7\ - CONSTRUCTION REVISION: 1-21-10 NOTE: REVISION PER RD Et AP: 2-22-10 // \ \ h, DOOR CLOSERS MUST BE SET SO THAT ' IT TAKES AT LEAST 3 SECONDS TO \ I/ •• A/ ;\\\ KITCHEN CABINETS Z ' V / 8 INM \ CLOSE FROM AN OPEN POSTION OF 70 f DEGREES TO WITHIN 3" OF LATCH. ACCESSIBLE REF \ \ / / " f \ \ 7 PROJECT NAME: \ SELF-CLEANING RANGE v v L��� DOOR CLOSER f, W/FRT CONTROLS 0\ 1OFAPPLICABLE) N • GFCI o BACKSPLASH & \ \ p�\� BAYSIDE Wce APARTMENTS r z LL 1 COUNTERTOP / / LOW PROFILE SINK WI REAR u_ 1 wI O ® ® ® ®® 1 00 (IF GLAZED) GLASS DRAIN Et LEVER OP FAUCET. A. _ - BO10"TTOM a - HOOD FAN/LIGHT BOTTOM �, f / z o SWITCH @ APRON RAIL WRAP PIPES WI ///////���``` PREFABRICATED INSULATION / \ p - k / \ / \ \ KIT OPEN 0 r "' m OPEN r 1 RENOVATIONS 0 N\ > / \ \ 1NY \ y p C O END PANELS 1 (_ / 'I / / V�I C I 18"MIN. 36"MIN. 30"MIN 30"MIN NOTE: BUMPER ON CHAIR BATHROOM LAYOUTS VARY, SEE PLANS \ PROJECT LOCATION: FOR LAYOUT. TYPICAL CLEARANCES Et REQUIREMENTS SHOWN --------_ 1106 24th STREET KITCHEN ELEVATION GENERAL NOTES AND CLEARANCES RESTROOM GENERAL NOTES DOOR CLOSER AND KICKPLATE ANACORTES 7 SCALE: 1/2" =11-0" SCALE: 1/2" =1'-0" SCALE: 3/8" =1'-0" WASHINGTON LEVERS PUSH/PULLS PANIC BARS 98221 1111 .1m � [1 PUSH NSHEET TITLE: _IN_ : N ACCESSIBILITY DETAILS: b b INTERIOR !+1 M FLOOR FLOOR DOOR HARDWARE A8 • 2 4 SCALE: 1 1/2" =1'-0" Copyright 2010 by Charles Pick, Architect Et Basis Architectural Et Consulting NOTE: BASIS ALL CONCRETE AND PAVING WORK INCLUDING - PATCHING SUBJECT TO THIS DETAIL, ARCHITECTURE RADUIS ®7' i 1 1/2" A HT.=28"TO 34"ABOVE vSTAIR NOSING PER UBC NOTE: INSTALL 4" POURED CONCRETE SIDEWALK, NTE BATTER SIDE IF AT VEHICLE CURB. 5%GRADIENT AND 2%CROSS SLOPE, UNLESS VERTICAL IF AT ANY OTHER oVI d "FEATHERING" OF AC PAVING IS NOT ACCEPTABLE, CONSULTING OTHERWISE SPECIFIED. 48"MIN WIDTH AT 48"MIN 6" 2" LOCATION (SHOWN DASHED) (N) 1 ')" DIA. WOOD HANDRAIL W/ MINIMUM DEPTH FOR(N)AC IS 171.. SIDEWALK. / i OFFSET STANDARD BRACE, SCREW NTE 2%CROSS SLOPE �%// ATTACHED TO STUDS OR 4x4, \ \ • • v ' 32" o.c. MAX, SEE 1/A8.2 MOISTURE BARRIER z 1111 l (N)AC PAVING, SAWCUT FULL DEPTH o - _ w g N % (N)GSM"Z" FLASHING W/ N #3 REBAR® 12" o,c, BOTH WAYS AT AREAS OF \ T- „ eT— W re 0- N SLOPE r4, HEMMED EDGE TYP (E)AC PAVING 1 OO1 D S 1 RE1 rh SOIL EXPANSION, OTHER LOCATIONS USE 6"x6" ^ (E)EXT. WALL N StII'1'E 202 k-SAN• cK.aF t 5.... L .L WIRE MESH. � • �: � ., • • ;n 7 i a �'c. kh" r �... �. F ,.: � St. <d mix `�{f• _h tt r.4": ry a .i t .W fr r S h,: o-p }y- s �x'. r . ''^'7 - �. �` SAN xnrnF:I. CA 94901 33t'"..' .t'. Or, 4 r 1•, S. A• � Y w4 `c >. ��(,�. �` TRIM (E) VINYL SIDING, ADD SOLID SHIM,- S� t � „ .Y. r, • 3.- I I1 I IIII—III— I I—I I -III-III-1 I(-III-1,l�I-III1^I I •III .(I� I I •°- ''a. ' '• `� =1 1 • a t- _5�} L� 5� � ) � _ .. - ADD VINYL SIDING TRIM EDGES Et IN - n� r ) any` A n I'�IONF. (415) 457-6035 -1�I-1 I I-1 I I-1�I-1 I 1=�I-1�1-1�1-1�1=1�I-1 I I-1 I I-1�I-1�I-1�11 •, r - - - - - - \ � ���/ -�- -i- =�11:41:111p1;;::::::7-4:::, � � -i-- =,- =111I 1I1-111 111 111 11 111E111E111E111E111E111-111E111E111-111- . , r SEALANT® EACH BRACKET. cr(1 a 24 FAX 41.511=1�1=1I1=111-111=�1p1 =111=1�1=111=1T1-111E1111-1111 • .• • „Dj . - �, ^ -3 ,J -; S c ) 457-6oa(�1= 1 1 1-1 —I 1 111 1 1 111 1 n�- -n(-n� -n ) -ham-,hVINYL TRIM 4SIDES � E ti PER MANFR. RE S. _ =1 a �c ( r i r� a tea ) r\/ r rr r ;-k r ` SUB-BASE AT CONCRETE: \ CHARLES PICK, ARCHITECT SCARIFY a COMPACT SUB-GRADE TO A DEPTH OF / •9 / SUB-BASE AT ASPHALT: SUB-BASE AT ASPHALT: 12". NATIVE MATERIAL SHALL BE COMPACTED TO INSTALL 8" CLASS 2 AGGREGATE BASE THE BASE INSTALL 8"CLASS 2 AGGREGATE BASE THE BASE 90%OF MAX DENSITY PER ASTM D-1557 MATERIAL SHALL BE COMPACTED TO 95%MAX. MATERIAL SHALL BE COMPACTED TO 95%MAX. DENSITY PER ASTM D-1557 4 HANDRAIL DETAIL DENSITY PER ASTM D-1557 SCALE: 3" = 1'-0" CONCRETE FLATWORK/ CURB TO ASPHALT TRANSITION W/SUB- BASE PREP 4 (N )AC PAVING TRANSITION TO (E) ,TYPICAL SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" LEGEND (E)WALL (N)PLANTER OR LAWN AREA (N)MAINT STORAGE AREA SYMBOL/ LINE DESCRIPTION (N)2x6 SHAPE BHT.= 72" /jam WRAP W/SELF ADHERING • (N) DIRECTIONAL SIGNAGE CAULK 4"STRUCTURAL CONC. SLAB (N)2x4 PT TOP PLATE , BITHUTHENE, MIN 4" DN 2'-0" W/6 MIL. VAPOR BARRIER 0/ (N)1x4 CEMENTITIOUS TRIM �I EACH SIDE PATH OF TRAVEL FOR SECTION 4"SAND III (N)A35 CLIP 504 COMPLIANCE / (N)COLD FORMED (N)(N)t' EXTERIOR PLYWD � COUNTER, OVER /I// (N)CONCRETE ANTICIPATED, PLYWD,TYP (E)PRECAST CONC. TREAD /// VERIFY IN FIELD / s • I. \ -_,-. f/ (N)CEMENTITIOUS 8" LAP SIDING gig' -- \ 2x4 \ V V , 7 SIDING 0/(N)7" EXTERIOR PLYWD \ -. - (N)GRADING S OR LANDSCAPE Vkr JAMES(N)WD FRAMED SCREEN L WALL W/ IN Q V 1'1 JAMES HARDIE OR SIM LAP SIDING 8 TRIM ° 0 Id.. X1. si D (E)WALL TO REMAIN D p (N)2x WD STUDS C�24"o.c. 0: 1 3 INOTE: (N)GATE SIM CONTRUCTION W/ 4-1 (E)WALL TO BE REMOVED 1"17 . D 'r 1� (N) 11/2"x 1 1/2"ANGLE 3/4 HE WIDTH OF N 4x PT WD POST, ADDITIONAL CROSS BRACING ^ J_ /p//////// (N) INTERIOR PARTITION \ ( ) ; (E TREAD WITH EXPANSION ANCHORS INTO V.4'j Sire-Ij f+ SEE PLAN i 11" (E) UNDERSIDE OF (E) PRECAST TREAD. PROVIDE (N)2x, SCREW D Q a • �_ •% (N)PT WD STARTER STRIP s� I (E) OR (N)CONC SLAB W/ �f /�- IN ANGLE LEG FOR SCREWS INTO TOP EDGE ATTACHED TO r Q %` 4, 4, 4, dr ( ) €� )III (N)A35 CLIP (N)CONC TURN DN \ OF RISER BLOCK (N) HOUR RATED WALL (E)STUDS Q I a �` 0 0` •' • • FTG C� PERIMETER Air, 4 � � � -) (N)4x PT WD RAIL 7 �I � a_ �, �° �° �- �' �_ I (N)12" DIA CONC. FTG NEW 1" (NOM) RISER BLOCK PAINTED TO ` _� i • e j to, • li a MATCH (E) STRINGER T f� 1"MIN CLR DATE/REVISION m 3"CLR I' ___`� o �� SECURE RISER BLOCK TO TREAD WITH /� \ D O w �/ EXPANSION ANCHORS PROGRESS SET: 9-9-08 \ \ BID SET: 9 30 08 N L - ° (E)4" x 12" STRINGER 14" I (E)FF \ �( (E) BRACKET EACH SIDE TO REMAIN 2x#4 \ 8 LAUNDRY FOLDING COUNTER 5A ( N )TURN DN CONC FTG @ MAINT STORAGE 5 ENCLOSURE SCREEN WALL 2 RISER BLOCK DETAIL PROJECT NAME: SCALE: NTS SCALE: 3" = 1'-0" SCALE: 1" = 1-0" SCALE: 3" = 1'-0" BAYSIDE — ) (N) 1 1/2" DIA PIPE HANDRAILz#1.7 I ) I APARTMENTS RETURNED TO NEWEL POST AT _ __ FACE OF EXISTING WALL BEYOND TRIM (E)HANDRAIL, SHOWN DASHED TOP HANDRAIL HORIZONTAL EXTENSION /0 12"MIN PAST TOP STAIR NOSING, RETURN HANDRAIL a INSTALL (N)EXTENSION U (E) WOOD HANDRAIL TO REMAIN /I TO WALL I RETURN HANDRAIL TO WALL (CONTRACTOR TO VERIFY HEIGHT o ABOVE NOSING AND SIZE OF MEMBER I Y - RENOVATIONS IN FIELD. IF EXISTING CONDITIONS (N) 1 1/2" DIA STEEL HANDRAIL FURNISHED,, PREVENT MOUNTING NEW HANDRAIL AND INSTALLED WITH RESPECT TO EXISTING BRACKETS AND HANDRAIL AT RAILING TO REMAIN (OR MODIFIED AS NOTED) I 30' -34"ABOVE NOSING, REPLACE 1'-0" WITH NEW TO ALLOW NEW WORK LINE OF (E) WALL BYND. I MIN PROVIDE (N) STEEL MOUNTING BRACKETS AS DESCRIBED IN THIS DETAIL T E D RAILX U - - - SECURED 0 ( )W00 ING AT MAX N LAG BOLT INTO PROJECT LOCATION: z z STRUCTURE a DIAM. o BY 4"AS SHOWN 1 / w i' 1 (t) LANUIN6 i q } o I i(E) LANDING (EACH END) o q 1 106 24th STREET I I /� E? (N) MOUNTING BRACKET'S v 1 - / ,,ICI! -- - M (I M / I M ANACORTES i-n L PR VI , MOUNTIN B' CKETS. WASH I NGTON (N) 1 1/2" DIAM. STL. PROVI (N)COM TRI. (N) 1 1/2" DIAM. STL. �- b - o PIPE HANDRAIL. ^' o PIPE HANDRAIL. MOUN ING LEDGE . SE DETAIL PAINTED. I PAINTED. 4/A-8. . ' I [— 98221 o --(E)TREADS AND NEW RISER o (E)WD STAIRS ;., 1 BLOCKS. SEE DETAIL ELSEWHERE ;.,' TO REMAIN / (E)TREADS\ FOR NEW RISER BLOCKS i N:1/4 1----1H---- SHEET TITLE: (E) STRINGER TO REMAIN (E) CONC. (N)4"x4"x1/4"STL. (E) CONC. (N) 4"x4"x1/4"STL, WALKWAY TO MOUNTING PLATE W/ WALKWAY TO MOUNTING PLATE W/ DETAILS REMAIN, (4) 1/2" EXPANSION REMAIN. (4) 1/2" EXPANSION ANCHORS. ANCHORS. BOTTOM HANDRAIL EXTENSION SCALE: AS NOTED \ SCALE:1"=1'-0" 1'-0" 11" 1'-0" 11'- / / / / / / 9 BOTTOM HANDRAIL EXTENSION AT EXISTING GUARDRAIL/ HANDRAIL 6 BOTTOM HANDRAIL EXTENSION AT EXISTING WALL 3 TOP HANDRAIL EXTENSION SCALE: 1" = 1 -0 SCALE: 1" = 1 -0 SCALE: 1" = 1'-0' A8 • 3 Copyright 2008 by Charles Pick, Architect 8 Basis Architectural E3 Consulting NTERIOR I EXTERIOR t BASIS (E) OR ORIESYL SIDING & :,.. ACCESSORIES TO BE WATER TIGHT PER MANFR RE 'R Q ARCHITECTURE 'v HEADER & 1 (E)EXTERIOR WALL CONSULTING W/WD SIDING, tv SHOWN APROX • (E)BLDG WRAP 0/SELF ADHERING FLASHING ROUGH OPENING 1001 D STREET INSTALL (N)SELFADHERING FLASHING .;; UP 6" 0/(N)WDW FIN SUITE F 202 WINDOW UNIT SAN RAFAEI., A <)4901 I PHONE (415) �157-603 5 FAisc X (415) 4.57-6036 , / \ . SILL • MATCH AS R Q I DO NOT SEAL .C' s';-. : .., ,. Ili FINISH DRYWALL TO k. , s �NN E 'D CHARLES PICK, ARCHITECT Oo h, O_ JAMB TRIM BEYOND" ' - •,,.` INSTALL DUAL PANE INSULATED WDW ( ) ONSTRUCTION TYPE / / „6 STEP 1 &2 STEP 3, 4 & 5 NOTE: (E)CONDITIONS a VINYL SIDING, SHOWN APPROXIMATE NOTES: - REFER TO PROJECT MANUAL FOR SHEET MEMBRANE FLASHING - WALL FRAMING & OR PLYWD SHEATHING NOT WDW HEAD (N)CONSTRUCTION TYPE WDW W/FIN SHOWN FOR CLARITY. 1 SCALE: 3" = 1'-0" LEGEND I. ` • �,' `:;.'. :.:„',h ... INTERIOR EXTERIOR , SYMBOL/ LINE DESCRIPTION : T INSTALL DUAL PANE INSULATED . (N) DIRECTIONAL SIGNAGE INSTALLATION STEPS WDW W/(N)CONSTRUCTION TYPE r - JAMB TRIM BEYOND , PATH OF TRAVEL FOR SECTION FLASH' FLASHIN t AT SILL.1 INSTALL'FORTE S COMPLIANCE O 504CO C 2. INSTALL'FORTE FLASH' FLASHIN' AT JAMBS. III / '/ , (N)CONCRETE ANTICIPATED, ^I' '.y' `•:.'1 • Mk:A / VERIFY IN FIELD FINISH DRYWALL TO F / 3. INSTALL SHEET MEMBRANE FLASHING (S.M.F.)O AT SILL, CUT MATCH AS REQ'D `' " ll� --,, // ,11";- ,,;' :_'; `; `.r. • ,'t AND LAP ON SILL, LEAVE BACKING ON SO BLDG PA"' CAN BE TUCKED —SEAL FULLY W/SIKA 1A — UNDER. INSTALL (N)SELF ADHERING (N)GRADING &OR LANDSCAPE . , WINDOW UNIT . , t, ' I FLASHING W/WDW INSTALLED 0/ — 4. INSTALL WINDOW IN SEALANT BED. - B (E)WALL TO REMAIN '.O. 5. INSTALL'FORTE FLASH' FLASHING AT HEAD, BED IN SEALANT. I . ; :' ;;:;, I INSTALL SHEET MEMBRANE (E)WALL TO BE REMOVED , ., 6. INSTALL BLDG PAPER AT SILL,TUCK UNDER S.M.F. - (E)BLDG WRAP ' TUCK UNDER W//�///// (N) INTERIOR PARTITION FLASH ING HING DN ` '' 7. CONTINUE BLDG PAPER 2" LAP 0/ LOWER COURSE- HOLD BLDG WI I -,< 't PAPER OFF OF VERTICAL NAILING FIN. E EXTERIOR WALL I .-....::::::::r:: (N) 1 HOUR RATED WALL (E)EXTERIOR 6,4 I W/WD SIDING, } SHOWN APROX Pt I- (E)BLDG WRAP 8. INSTALL VERTICAL S.M.F.O 0/ VERT. NAILING FIN AND BLDG44 PAPER AT JAMBS. I DATE/REVISION r. • � (E) OR (N)VINYL SIDING & I ACCESSORIES TO BEWATER TIGHT INSTALL HORIZ. S.M.F. @ HEAD, LAP 0/ WINDOW FRAME, NAILING PER MANFR REQR P - - 8 PROGRESS SET: 9 9 0 9 FIN VERT. S.M.F. AND WALL SURFACE. BID SET: 9-30-08 NOTE: (E)CONDITIONS a VINYL SIDING, SHOWN APPROXIMATE ej STEP 6, 7, 8 & 9 WDW SILL (N)CONSTRUCTION TYPE WDW W/FIN PROJECT NAME: BLDG PAPER &t SELF ADHERING WRAP DIAGRAM 2 SCALE: 3" = 1'-0" (JAMB SIMILAR) SCALE: 1" = 1'-0" — BAYSIDE APARTMENTS RENOVATIONS PROJECT LOCATION: 1106 24th STREET ANACORTES WASHINGTON 98221 SHEET TITLE: DETAILS SCALE: AS NOTED 9 A8 . 4 Copyright 2008 by Charles Pick, Architect Et Basis Architectural Ft Consulting ALTA/ACSM LAND TITLE SURVEY BASIS OF BEARING: ACERAGE: ZONING: PARKING STALLS: '® w w 20TH ST w w a a - _ _, f z IN A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 24, STATE PLANE-WASHINGTON NORTH PARCEL P31879 R-4A- RESIDENTIAL HIGH DENSITY A 27 - STANDARD STALLS 22ND ST SITE 28,750 SQ. FT 0.7 ACRES SETBACKS: 2 - HANDICAP STALLS TOWNSHIP 35N, RANGE 1E, W.M., SKAGIT COUNTY, WASHINGTON FRONT: 10' 29 - TOTAL PARKING STALLS _ zaTHST PARCEL I P3 1880 14,776 SQ. FT. D 0.3 ACRES SIDE: 5' Q'�� FLOOD INFORMATION: 26TH ST 27TH ST inl BY GRAPHIC PLOTTING ONLY,THIS PROPERTY IS IN ZONE "X" OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 29 HST '- -I 5303170040A, WHICH BEARS A EFFECTIVE DATE OF 09-17-2003 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD S 88°06'25"E 115.00' of SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS NE1/4-SE1J4 SEC. 24-35-1E DETERMINATION OR APPLY FOR VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. INDEX BLOCK & VICINITY MAP 1.0' ° 0 • 0 — a o ZONE "X" DENOTES AREAS OF OUTSIDE THE 500 YEAR FLOODPLAIN. SCALE; 4" = 1 MILE • � -- Sze LEGEND:e TITLE INFORMATION: \ V SURVEYOR'S NOTES: J 1k THE TITLE DESCRIPTION AND SCHEDULE B ITEMS HEREON ARE FROM LANDAMERICA COMMERCIAL SERVICES,AGENT ORDER NO. l Ply —3 GUY ANCHOR 127638-TA, DATED SEPTEMBER 28, 2007. LEGAL DESCRIPTION FOR PROPERTY WAS PROVIDED BY CLIENT. ' GROUND / 0.0' I PMT POWER METER ASPHALT C POWER POLE WI DROP WESTSOUND ENGINEERING, INC, HAS CONDUCTED NO INDEPENDENT TITLE J� ( RESEARCH AND IS NOT AWARE OF ANY TITLE ISSUES AFFECTING THE LANDSCAPE LIGHT LEGAL DESCRIPTION: SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP. 1` ,-----N HEIGHTe " 0.2' ROOF DRAIN CONCRETE WESTSOUND ENGINEERING INC, HAS RELIED WHOLLY ON THE ABOVE . ss 8.4' CATCH BASIN PARCEL"A REFERENCED LEGAL DESCRIPTION AND THEREFORE QUALIFIES THE MAP'S , 1 ACCURACY AND COMPLETENESS TO THAT EXTENT. // i �///20:3'///� �,0.0 0 4a MAIL BOX p HOG WIRE FENCE THAT PORTION OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., o LJ �' ,,- 243.0SQ. FLryi 3\ / STREET SIGN L ` / —ID WOOD FENCE DESCRIBED AS FOLLOWS: NO ATTEMPT HAS BEEN MADE BY WESTSOUND ENGINEERING TO %///zo.3,//� t Q SEWER MANHOLE G UNDERGROUND GAS LINE DETERMINE THE EXISTENCE OR LOCATION OF ANY EASEMENTS, , TELEPHONE PEDISTAL BEGINNING AT THE INTERSECTION OF THE CENTER LINE OF"N" AVENUE WITH THE CENTER LINE OF 24TH STREET; THENCE EAST RESTRICTIONS, OR COVENANTS WHICH MAY SERVE OR ENCUMBER THIS BP UNDERGROUND POWER LINE 19.3' f 35.4' f ALONG THE CENTER LINE OF 24TH STREET 180 FEET TO THE EAST LINE OF THESE PREMISES CONDEMNED BY THE UNITED STATES OF PROPERTY OTHER THAN THOSE DISCLOSED BY THE CLIENT PROVIDED r FIRE HYDRANT s UNDERGROUND SEWER LINE AMERICA BY DECREE ENTERED SEPTEMBER 8, 1944, IN THE UNITED STATES DISTINCT COURT FOR THE WESTERN DISTRICT OF -- f I �e \ b ER WATER METER D UNDERGROUND STORM LINE WASHINGTON, NORTHERN DIVISION, CAUSE NO. 687; THENCE NORTH 0°01'00"WEST 40 FEET TO THE NORTH LINE OF 24TH STREET; LEGAL DESCRIPTION. L 0 f I L `` ' •• 1:4 WATER VALVE T TELEPHONE LINE THENCE EAST ALONG THE NORTH LINE OF 24TH STREET 115 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00°01'00" THIS SURVEY WAS PERFORMED WITH A 3"TOTAL STATION USING P I / 1 II — — — — BUILDING OVERHANG WEST 250 FEET; THENCE WESTERLY PARALLEL WITH THE NORTH LINE OF 24TH STREET 115 FEET, MORE OR LESS, TO THE EAST LINE TRAVERSE AND RADIAL METHODS. THIS SURVEY MEETS OR EXCEEDS el .4:.,-.: OF THE PREMISES CONDEMNED BY THE UNITED STATES OF AMERICA IN CAUSE NO. 687 ABOVE DESCRIBED; THENCE SOUTHERLY ACCURACY REQUIREMENTS CONTAINED IN WAC 332.130.090. Q o ��\ / I • ALONG THE EAST LINE OF SAID CONDEMNED PREMISES TO THE NORTH LINE OF 24TH STREET; THENCE EASTERLY ALONG THE NORTH I 1 LINE OF 24TH STREET 115 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. ALL MONUMENTS SHOWN WERE LOCATED DURING THE COURSE OF THIS 0 s, rr`l SURVEY UNLESS OTHERWISE NOTED. j 1 I i SITUATE IN THE CITY OF ANACORTES, COUNTY OF SKAGIT, STATE OF WASHINGTON. li J • PARCEL "B': THIS SURVEY WAS PERFORMED IN JUNE OF 2008 AND IS INDICATIVE OF `I I / /�i>o;,/ f / i \ CONDITIONS EXISTING AT THAT TIME. O I • THAT PORTION OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 35 NORTH, RANGE 1 EAST,W.M., I I f i +�g'L DESCRIBED AS FOLLOWS: SURVEYOR'S CERTIFICATE: ei 17.0' 3 ' •']�'Y o Q J BEGINNING AT THE INTERSECTION OF THE CENTER LINE OF"N"AVENUE WITH THE CENTER LINE OF 24TH STREET; THENCE EAST THE UNDERSIGNED (THE "SURVEYOR") HEREBY CERTIFIES TO ALE HOUSING, • ALONG THE CENTER LINE OF 24TH STREET 180 FEET TO THE EAST LINE OF THESE PREMISES CONDEMNED BY THE UNITED STATES OF o �" ry LP, BOSTON CAPITAL CORPORATE TAX CREDIT FUND XXXI, A LIMITED I AMERICA BY DECREE ENTERED SEPTEMBER 8, 1944, IN THE UNITED STATES DISTINCT COURT FOR THE WESTERN DISTRICT OF w ^ 3�^ o ‘� PARTNERSHIP WASHI (OAR) MUTUAL BANK AND USDA RURAL °° 'L WASHINGTON, NORTHERN DIVISION, CAUSE NO. 687; THENCE NORTH 0°01'00"WEST 40 FEET TO THE NORTH LINE OF 24TH STREET; i 3 0 �j1 DEVELOPMENTS THAT (A) THE SURVEYOR IS A PROFESSIONAL LAND I 2 STORY WOOD 1 $` N • -_ __ See°ro6'zs'E 117.1a' Q THENCE EAST ALONG THE NORTH LINE OF 24TH STREET 115 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00001'00" SURVEYOR IN GOOD STANDING 1N THE STATE OF WASHINGTON (B) THIS 0 56z6 SQ.r r. r‘if I I m `- 0 ,- . • • • • • • •_': WEST 125 FEET; THENCE EASTERLY PARALLEL WITH THE NORTH LINE OF 24TH STREET 117.07 FEET, MORE OR LESS, TO THE EAST PLAT OF SURVEY AND THE PROPERTY DESCRIPTION SET FORTH HEREIN ARE z II E -- LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 24; THENCE SOUTH ALONG SAID EAST LINE TO THE NORTH LINE OF 24TH STREET; r' i••. TRUE AND ACCURATE AND WERE PREPARED FROM AN ACTUAL �� a f I 7' _ ( 111 �• • THENCE WEST ALONG THE NORTH LINE OF 24TH STREET TO THE TRUE POINT OF BEGINNING. ON THE-GROUND SURVEY OF THE REAL PROPERTY (THE "PROPERTY") SHOWN �.�j\� o f C) ``' L o MI31 � / / SITUATE IN THE CITY OF ANACORTES, COUNTY OF SKAGIT, STATE OF WASHINGTON. HEREON; (C) THE SURVEY WAS CONDUCTED BY THE SURVEYOR OR UNDER HIS Q pf I 3 /-cl • SUPERVISION; (D) ALL FOUND MONUMENTS SHOWN HEREON ACTUALLY EXIST `✓ '///' •7,-o'/ Q 0 AND THE LOCATION, SIZE AND TYPE OF MATERIAL THEREOF ARE CORRECTLY 0I. I 9ti 1 er SHOWN; (E) WITHOUT LIMITING THE FOREGOING,THIS MAP OR PLAT AND 5 ' / SPECIAL EXCEPTIONS: THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE Scev.o' 5 , k \ ,�\• ❑ I / fSURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 'i 7• 1. GENERAL TAXES, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS,IF ANY, FIRST HALF 2005, AND INCLUDES ITEMS 2, 3,4, 5, 6, 7(A), 7(B)(1), 7(C), 8, 9, 10, 11(A), o a / DELINQUENT MAY 1, 2007, IF UNPAID, SECOND HALF DELINQUENT ON NOVEMBER 1,2007, IF UNPAID: 11(ACCURACY STANDARDS AS ADOPTED BY THEREOF.17 AND 18 OF TABLE A ALTA, O PURSUANT TO THE AND ACSM AND IN �g3 — 1 i / ACCOUNT NO. YEAR AMOUNT BILLED AMOUNT PAID BALANCE OWING EFFECT ON THE DATE OF THIS CERTIFICATION, THE UNDERSIGNED FURTHER ` 350124-0-099-0002 2007 $3,783.51 $1,891.76 $1,891.75 CERTIFIES THAT THE POSITIONAL UNCERTAINTIES RESULTING FROM THE , �_ _ SURVEY MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE 0 - _ _ 1 + 1�� PROPERTY I.D. NO.: 931879 ALLOWABLE POSITIONAL TOLERANCE; (F) EXCEPT AS SHOWN ON THIS PLAT q I , n — i it) 350124-0 1D0 D009 2007 $2,530.50 $1,265.25 $1,265.25 OF SURVEY, (A) THERE ARE NO VISIBLE EASEMENTS OR RIGHTS OF WAY OF III 3 I PROPERTY I.D. NO.: 931880 WHICH THE SURVEYOR HAS BEEN ADVISED, AND(B) THERE ARE NO f I r, o I (NOT SURVEY RELATED) OBSERVABLE, ABOVE GROUND ENCROACHMENTS (i) BY THE IMPROVEMENTS ;a % //;7;0.'/ I \ z1.4' I az.3' r "' ° gClfr ON THE SUBJECT PROPERTY UPON ADJOINING PROPERTIES, STREETS OR j �� f I M„ M o o 21.5 k m 4 N 1 VERTICAL DATUM 2. MUNICIPAL ASSESSMENTS AND IMPACT FEES, IF ANY, LEVIED BY THE CITY OF ANACORTES ALLEYS, OR(ii) BY THE IMPROVEMENTS ON ADJOINING PROPERTIES, STREETS o N/ / , ^_ I VV ELEV. 70.36 (NOT PLOTTABLE) OR ALLEYS UPON THE SUBJECT PROPERTY; AND (G) THE MEASURED BEARINGS / /////lea;// , l N\ NAVD 88 AND DISTANCES SHOWN FOR THE BOUNDARY OF THE PROPERTY ON THIS k 7.7 74' 1� I NGS PID TR0542 3. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: PLAT OF SURVEY FORM A MATHEMATICALLY CLOSED FIGURE AND THE LEGAL > ///// 2 STORY WOOD /// DES: S 329 1952 GRANTOR: BAYSIDE ASSOCIATES, A LIMITED PARTNERSHIP DESCRIPTION IN THE REFERENCED TITLE COMMITMENT DESCRIBES THE SAME: I % BUILDING M \� � HEIGHT 3311 SQ.FT. PROPERTY AS IS SHOWN IN THIS PLAT OF SURVEY. TRUSTEE: THE FARMERS HOME ADMINISTRATION UNITED STATES DEPARTMENT OF AGRICULTURE, 1.3' :" a HEIGHT BUILDING f I 24.4' J `� U �` 35.r 247 I f I' ACTING THROUGH THE STATE DIRECTOR OF THE FARMERS HOME ADMINISTRATION, _�,Ls" wns r�`1 ae /.: ' f I UNITED STATES DEPARTMENT OF AGRICULTURE Q4.°F 9 �' 4. — - - 4 " "°�� �i4m1— — — — to.5' wu f I C P A D H C. S C A _- AMOUNT: $368,000.00 E-o'� '� ay+G �" 'v • ! DATED: DECEMBER 29, 1976 / - ._-7.i 20'X20' ELECTRIC I EASEMENT PER Ia _ - —o 20= MI Ell Mill RECORDED: DECEMBER 29, 1976 • a �� 56• AFN 852138 `54 RECORDING NO.: 848393 �� e so4as 9 yw —� 115.m , I (IN��) (NOT SURVEY RELATED) SL i S`I'I �'CIST- - .� f inch=20feet % �'IALLAO -57 `---�� 119-- ' �j,, i I S ::°06'25"E .27, z 8 14' `l1A\R‘,....v ulryz.in n 4. UNRECORDED LEASEHOLDS, IF ANY; RIGHTS OF VENDORS AND HOLDERS OF SECURITY INTERESTS ON PERSONAL llSDCB RIM: 52.85 PROPERTY INSTALLED UPON SAID PROPERTY, AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE OnIMIM -- DI7 II • \ 8�_. 111 8"RCP(W): 49.29 EXPIRATION OF THE TERM. THOMAS E. BATTEY,REGISTERED PROFESSIONAL LAND SURVEYOR N 18" RCP(5): 49.08 (NOT SURVEY RELATED) CERTIFICATE NUMBER 30425 - __ •• _ 8"RCP(N):49.00 — 'i'�.�' _- /! DATE: \ " 5. FOR EASEMENTS, RESTRICTIONS, AND OTHER EXCEPTIONS, SEE SCHEDULE "B-1", ATTACHED. ill \ 1 ��' (NOT PLOTTABLE) ALTA/ACSM LAND TITLE SURVEY FOR& REQUESTED BY s \ SDMH RIM: 53.47 • \ 6\ vs %S \ " 10"CMP(W):46.41 PACIFIC HOUSING ADVISORS v S3 10•CMP(E):46.28 SCHEDULE "B 1" `. . - : s , " _ _ "CMP(S):45.98 ALLIED PACIFIC DEVELOPMENT , _ 7 10 P(N): 45.91 EXCEPTIONS: i 1700 SEVENTH AVE, SUITE 2075 / 4TH STREET I / $ sDMr IM: 53.32 3" BRASSIE W(PUNCH A. EASEMENT AND THE TERMS AND CONDTIONS THEREOF: SEATTLE, WA 98010 z 1 MP(5):46.76 LS#11941 GRANTEE: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION, SUCCESSORS AND ASSIGNS __� { "- 12"CMP(W):46.79 lc— ______:Lr/ w_ w _w " " " " ,� PURPOSE: THE RIGHT TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE AND ENLARGE AN \ __,(pi a / UNDERGOUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM çg . estSoL AREA AFFECTED: THE SOUTH 20 FEET OF THE WEST 20 FEET DATED: FEBRUARY23, 1977 r !G RECORDED: MARCH 8, 1977 1 �i e e I n g 9 SDCB RIM:: 51.2 4 AUDITOR'S NO. : 852138 8" RCP(W); 1.2 217 S.W.Wilkins Drive Port Orchard,Wa, 98366 8" RCP(S): 51.04 B. MEMORANDUM OF LEASE, INCLUDING TERMS& CONDITIONS THEREOF: Phone(360) 876-3770 Fax[360)876-0439 LESSOR: BAYSIDE ASSOCIATES/WILLIAM R. WOOD, BY KAREN CROSTA, PROP. MGR., CONIFER MGMT., E-mail:wse@wsengmeering.com http://www.wsengineering.com INC., ATTORNEY-IN-FACT LESSEE: WEB SERVICE COMPANY, INC. DRAWN DATE DRAWING DATED: FEBRUARY 23, 1977 TJB 06/27/2008 1693.12.DWG RECORDED: SEPTEMBER 28, 1998 AUDITOR'S NO. : 9809280090 CHECKED FIELD BOOK JOB NUMBER (NOT SURVEY RELATED) TEB 18 1693.12 lig CITY OF ANACORTES BUILDING PERMIT PERMIT NO.: BLD2001-00146 P.O. BOX 547 APPLIED: 5/21/01 ANACORTES, WA 98221 ISSUED: 5/21/01 (360)293-1901 EXPIRES: 5/21/02 SITE ADDRESS: 1106 24TH ASSESSOR'S PARCEL NO.: 350124-0-100-0009 PROJECT DESCRIPTION: REside with vinyl siding. OWNER CONTRACTOR BAYSIDE APARTMENTS SUPERIOR EXTERIORS 1106 24TH STREET ANACORTES,WA 98221 805 RUSSELL ROAD • CONCRETE,WA 98237 Primary Phone: Primary Phone: 360-826-6213 Phone 1: Phone 1: License#: LIC SUPERE'066 TYPE OF WORK: NEW AREA VALUE: $ 26,000.00 i TYPE OF USE: MF LOT: sf REQUIRED SETBACKS: CENSUS CATEGORY: 1ST FLR: sf ZONING: ? FRONT: ft 2ND FLR: sf Occupancy Groups BASEMENT: sf SIDE 1: ft GAR/CARPORT: sf SIDE 2: ft 1: R1 2: REAR: ft OTHER: sf 3: 4: REQUIRED PARKING Construction Types NUMBER OF UNITS: ,9 . rs I co 1: 5N 2: STORIES: II KO 1 49 r-- I r- I et ..,-. a KO I r mm a riw' I r- n I r 1 3: 4: BUILDING HEIGHT: we, n t"'^ ' n' realm ,II 40 1 M ..... 11 " 1 1 I sf alai y T II I I 1 Wa ash ii 1 i i FEES NOTE ��W�� I I OJW�� u ' A ' W Type By Date Receipt Amount Q5Ft.. I¢m % ri W j r a ce o 22Gtfi rei a+w-4w, II H- ' g w PRMT MRD 5/21/01 $323.20 JSca 0.1aaarc•a •- STBC MRD 5/21/01 $4.50 ,,c,s,oz , 11 Q II Lea ..,,, 6 ,-r-�mr�¢m a rn.- Sr< r .-.xm-- x_m a ,-, ow o TOtal: $327.70 '- w- ii Ho ao Lae it 04r~a >C aH O tat,. U t Ztato H N� W WC 4-4 I hereby acknowledge that I have read this permit and state that the abc ° ®.__, s,., ay!ae TO comply with all ordinances and state and federal laws regulating activities red by this per It. Issued by Applicant or gwn Signa e CONDITIONS OF APPROVAL: i 24 Hour Notice Required For All Inspections BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD94-0419 P.O. BOX 547 APPLIED: 10/13/94 ANACORTES, WA 98221 ISSUED: 10/13/94 (206) 293-1901 EXPIRES: 10/13/95 SITE ADDRESS: 1106 24TH ASSESSOR'S PARCEL NO. : 2435-010-100-0009 PROJECT DESCRIPTION: Reside — OWNER — CONTRACTOR — LENDER BAYSIDE APTS. MCR CONSTRUCTION 1106 24TH STREET 724 ROSARIO ROAD ANACORTES WA 98221 ANACORTES WA 98221 MCRCO**088RN TYPE OF WORK *ADD AREA (sf) VALU. . . $: 7000 TYPE OF USE •MF LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY •434 1ST FLR • 0 FRONT • 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft :7 BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- : ? : 7 : 7 : 7 .• OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 :7 :7 :7 :7 NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0: 0: 0: 0: BUILDING HEIGHT. : 0 ft — FEES — NOTES I Code Amount---- By- Date---- Receipt PRMT $ 90. 00 MD 10/13/94 3111 STBC $ 4.50 MD 10/13/94 3111 `, TOTAL $ 94.50 I I hereby acknowledge that I have read this permit and state that the above inform-tion is co, i, an. to comply with all ordinances and laws regulating activities covered by this permit. iP ‘ A )/AkH rfroe thatifrASPF Issued bj Am' icant or Owner' s ign. ulT 24 Hour Notice Required For All I .spections bld_prmt, Rev: 06/11/92 iT• Site Address: I HGb 2 94- S f f e.e_+ Lot Block: Addition: Permit No. Date Description of Permit q7b Corresrofclence 000. Corr C. sponcicnce \cri }MUSS Entinee�r` inl Need 11-76 Vvfiavice F1vy\ ca\ ,on Nib Doarr,) of Aoljushvievd 1 nclinS 101 -75 Corn plain+ �ecornl t I °Pio Plan CIneck IQ 1b P iann ; v1 Cornrni55ton fl; nukts Sawas J S IruciY lgctl Coftesfondence_ / PERMITS ISSUED ADD?ESS' , /L n &- aTo iE PERMIT NC. INSPECTIONS BUILDING 75- • LT'C i RICLL • iI'JC:?LL.'tidi3OHS II 21s 1— a.-s .3-/// 24 .27S0 Sit, ' re, .r./..2//>x a r, FOR INSPECTIONS CALL: CITY OF ANACORTES PERMIT 42 8409 293.1901 BUILDING PERMIT 11I3 --2.4tb street 1 " 24 Hrs. Notice Requested Site Address NAME,(OR NAME OF BUSINESS). Continental F'ropertte PLUMBING MAILING ADDRESS 1 I Ct ft-•Z-I t h Street No. TYPE OF FIXTURE ORATEM FEE , o CITY 7 LEgPII,ONN UMBER Water Closet $ Anacortes, WA 98221 ,,.9:3 -"t 4 Bathtub NAME Lavatory (j Shower „ ADDRESS Kitchen Sink ° x Dishwasher CITY TELEPHONE NUMBER Laundry Tray Clothes Washer NAME Water Heater owne r Urinal Q ADDRESS Drinking Fountain - _ Floor Sink or Drain CITY TELEPHONE NUMBER Slop Sink , uWater Piping . •I STATE LICENSE NUMBER CITY LICENSE NUMBER fltResidential 0 Non-Residential PERMIT' $ , 0 New 0 Add 0 Alter ❑ Repair TOTAL FEE $ OtBuilding 0 Plumbing ❑,Mechanical MECHANICAL 0 Sign 0 Demolition 0 Other 0 GAS 0 OIL ❑ ELECT. 0 OTHER Legal Description of Property or Tax Account Number No. TYPE OF EQUIPMENT FEE Lot Block of 243501-(}-- 100.0009 + Air Cond. Unit $ 24 3 a 0 1--0-•0 9 9-0 00 2 Refrigeration Unit— HP . Boiler— '".:. HP I " Forced Air System— BTU/KW ' Describe Work Floor Furnace Construct 12' x 20 ' bike Shed per Wall Heater sketch submitted. Unit Heater Clothes Dryer Occupancy Use ; Ventilation Fan ❑ Single Family Residence 0 Multi-Family Residence Range Hood ❑ Office 0 Retail ❑ Storage 0 Church Air Handling Unit— CFM 0 Restaurant 0 Other St F n t.s4 ggs Pre-manufactured Stove or Fireplace r. NOTICE Gas Piping This permit is issued by the Building Official and,under the provisions • of the Uniform Building Code,shall expire by limitation and become null and void if the building or work authorized by such permit is not coin- PERMIT $ • " menced within 180 days from the date of permit issuance,Or if the building TOTAL FEE $ or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. TOTAL FEES VALUATION FEE By affixing my signature, I hereby certify that I am,the owner of the Building - 2 ,000. 00 $ 41 ,00 property for which this permit is issued or am an authorized represen- tative of the owner. Plan Check 0.00 All provisions of laws and ordinances governing this type of work will Plumbing be complied with whether specified herein or not,including routine calls Mechanical for inspections. Sign - 4 41 1 „� ' 6 Demolition I r I rl " I ✓ Energy Surcharge Signature of Owner or Authorized Agent (Date) State Surcharge 4. . 50 Other Street Setback Side Yard Setback Rear Yard Setback TOTAL $ 4 t . 0_ Use Zone Occupancy Group Type of Const. Conditions: • RII2 MI VN Lot Area Vacant Site pwelling Units ' •' ❑Yes 'Y No . ‘ Fire Sprinklers'��{Required No. of Stories Bedrooms Occupant Load ❑Yes D-No 1 0 Size of Bldg. Plans Checked By: 240 SQ. FT. Ef WHEN SIGNED AND DATED BELOW,THIS IS YOUR PERMIT Permission is hereby given to do the above described work according to the conditions - hereon and according to the approved plane and specifications pertaining therto,subject to ' compliance with the ordinances of the CITY 0 ANACORTES. ( Permit Issued By > � c.,,,�,.�--1 /1 ,/9 0 r Building 0 cial (Date) Edwin Frank PERMIT 1°ids POB Centerline of "N" Avenue DESCRIPTION : PARCEL "A" (AF # 720425 That portion of the NEZ of the SEA of Section 24, Township 35 N, Range 1 E, , W.M., described as follows: Beginning at the intersection of the center line of "N" Avenue produced with the o tyr tliene SoAf 4dhe crtereeen cnt.e lfnoto 2thtehE ntofTne: amisa 0 cngnhemne - red m September 8, 1944, in the U.S. District Court for the Western District of Washington, Northern Division, Cause No. 687; Thence: N 0°O1'12" W - 40.00 feet to the N line of 24th Street; Thence: N 89°58'48" E - along the N line of 24th Street - 115.00 feet h1 to the true point of beginning; Thence: N 0°01'12" W - 250.00 feet; Thence: 40' N00°01112"W - 250.00' S 89°58'48" W - parallel with the N line of 24th Street - 115.00 feet, more or less, Thlk to the E line of the premises condemned by the USA in Cause No. 687 above described; Thence: S 00°01'12" E - along the E line of said condemned premises to the N line I of 24th Street; Thence: N 89°58'48" E - along said N line of 24th Street - 115.00 feet, more or less, to the true point of beginning. Situated in Skagit County, o _ w Washington. Subject to easements, reservations, etc. of record. 0 0 ao . rl PARCEL "A PARCEL "B" (H-57680 ) " o '' °" That portion of the NEB of the SE' of Section 24, Township 35 N, Range 1 E, W.M. , - w .-1 described as follows: • a en z Beginning at the intersection of the center line of "N" Avenue produced with co co the center line of 24th Street; Thence: E along the center line of 24th Street - wIn 125.00' �� 125.00' 180.00 feet to the E line of those premises condemned by the USA by decree entered N co r{ ° „ September 8, 1944 in the U.S. District Court, for the Western District of -4 N00 O1 12 W Washington, Northern Division, Cause No. 687; Thence: N 00°01'12" W - 40.00 feet to - o co the N line of 24th Street; Thence: N 89°58'48" E - along the N line of 24th Street - w a w 115.00 feet to the true point of beginning; Thence: N 00°01'12" W - 125.00 feet; 1-4 z .. co Thence: N 89°58'48" E - parallel with the N line of 24th Street - 116.98 feet, more N o 0' - or less, to the E line of said SE' of said Section 24; Thence: S 0°59'30" E - u PARCEL "B" ti Lc, 125.018 feet along said E line to the N line of 24th Street; Thence: S 89°58'48" W - ) H ' m along said N line of 24th Street to the true point of beginning. Situated in Skagit z County, Washington. Subject to easements, reservations, etc. of record. E line - of NE SE FOREST INVESTMENT CORP. •40.006 0 125.018' y_V V -1{-*_ � PREPARED FOR: 10655 NE 4th - Suite 805 NOO°59'30"W N OOA j. -1{q\ Bellevue, Washington 98004 of WAs,;4,� 7 `9i " SCALE: 1" = 60' DRAWN BY: RV JOB NO: 280-76 «3 � 4} 4�`!;_I 1 [ DATE: 5-21 -76 APIROVED BY: JJV DRAWING No280-76 0 = Reference Point .o i": � �"} RFf E0 ' DESCRIPTION: see above E\, P i 0 = Iron Pipe (set) �ufrn IAr.D` `r� JOHN J . VADAI h ASSOCIATES MERIDIAN: Phone: 293 7551 2701 Commercial ave. , Anacortes, Wn' Assumed local S. . . i ,,,, ___, _ nao aph .. . _. , ,_ _. ........., . , , , 0 116.00' t PROJECT STATISTICS ZONING R-3 OCCUPANCY GROUP H FIRE ZONE MI CONSTRUCTION 3 1 HOUR SITE AREA 43,357 SF 2� 3� 4 4{ ' I _. fit .. • UNIT COUNT 20 2 BR i . ._ __ � a 1 ill • ' l ?ti COVERAGE 22? i 611 PARKING 27 SPACES c y:r, 1 p �!' 1 • dl } Y li ,, jj 1 0 ` 1 j 1 I I14.S6' _ ,i tg It t - ' 11 rcrs'ai c to . 4, tit tip ..- 4 C. I t 1%— 14 i 1 N • p t _�i , , ...,..1 . r -� - ' i i_ ;, i 41 I, t 0 r ,... As '+ I ce~ I :i { 1 -"' t .4i... \ 230.86' , S" Si OM Sewer - _ . l , 24m STREET , 8 Sanitary Sewer 6" Water - - I 0 SITE PLAN200° 111:tt%'%•to , Nrncrr+ a. O i9 t�'""� 195G k, ,r �':9 f lssusd sheet description lEnt _l-, .-•.., c �"` oOY ' flP FA T . "7N a :,,.,; ,'{ r S ,,-7. SITE PLAN 1_ UJ__ o _ J_ a1i _ c rrr WA.AIA �, v iod � $ 11$ 20 UNIT A1��.�3'"�'M N'� f ,,�I� �. I�,. ,� v Al rrLL-EVUE ,WASH . 99005 RCM - 455 - Seas FOREST INVESTMENT CORPORATION SEATTLE, WA. e* 1 tis0 09/27/2002 03:01 FAX 3603369401 SKAGIT CO HEALTH eloo1 fl PETER BROWNING,DIRECTOR J `` 4 e ITOWARD LEfBRAND, HEALTH OFFICER ` t � 700 S. 2"d ST. #301,P_O_ BOX 91071,MOUNT VERNON,WA 98273-1071 41 Tel (360)336-9380, Fax (360) 336-9401 "41. eMl tied **!'lease note address change** • FAX DATE: R ?/p3- TO: fr'L fliaasSalithr FROM: - Dag ol.hbvL FAX NUMBER ag3-/9S • This message consists of .3 pages, including this cover sheet If the message received is incomplete please call (360) 336-9380 and let us know_ COMMENTS: oroo, of Ff L �vr (/3Qi / ,/ ib6 4�� ri�/I75 2cY �_cvJ_ CONFIDENTIALITY NOTICE: I) The information contained in this material may be privileged and is intended only for dic use of the individual(s)orenliry(ies)named above. Unsullied use. disclosure or copying is strictly prohibited and maybe unlawful. If you have received ibis communication in error,please notify us immediincly by telephone and velum the original rrreasage rm us by mail. Thank you. 2) This information may are disclosed to you from records whose confidentiality is protected by stale law andfor may be protected by federal confidentiality mles In this event state law prohibits you from making any further disclosure of it without the specific written consent of the person to whom it pertains or as otherwise permitted by state law. 09/27;2002 03:01 FAX 3603369401 SKAGIT CO HEALTH U1002 0 o 111111111111111111111111111111111 • Skagit County Auditor 9/27/2002 Page 1 of 2 1:53PM Evroknownl¢ms,s Rt. Co umrAm ucaFANC.wrn,mm a+ A¢ I1SdT15KOM'sntcr MI.PD.BOX clam MaMry miad,4'A FCn4ILM1"L awlmry'm P4 MY W/3) ' %,011 are Certified Mail#7001 2510 0005 7183 3353 September 27, 2002 Don Barrier Bayside Associates do Conifer Management Inc. P.O. Box 11246 Tacoma,WA 98411 RE: Property located at Apartment 20 of Bayside Apartments. 1106—24th Street, Anacortes,WA 98221 Skagit County Parcel#,Tax ID : P31879 • Legal Description: TAX 31 BAAAAB TH PIN NE"/4 SE'/4 BAT INT OF C/L N AVE WI C/L 24TH ST TH E ALG C/L 24TH ST 180FT TO E LI PROP CONVD BY USA CAUSE#687 TH N 0-01-00 W 4OFT TO N LI 24TH ST TH E ALG N LI 24TH ST 115 FT TPB TH N 0-01-00 W 250FT TH WLY PLW N LI 24T14 ST 115FT MIL TOW LI SD CONVD PROP TH SLY ALG E LI SD PROP TO LI 24TH ST TH ELY ALG N LI SD 247H ST 115FT/ML TPB Release for Use Per WAC 246-205-580 Dear Mr. Barrier On March 28, 2002, I received clothing taken from a child removed from the custody of residents at Apartment 20, Bayside Apartments. 1106 —24th Street, Anacortes,WA. The current custodians of the child requested that the clothing be analyzed for methamphetamine. I sent'/:of each of the pair of overalls and shirt to Aituras Analytics, a Washington State certified lab for the analysis of methamphetamine. Results indicated methamphetamine present on the clothing sample at 95 ug. These results were significant and were passed on to Anacortes Police Department On May 23 I was notified that Anacortes Police would not be conducting a search warrant on the property. I contacted F Heather Miller, on site property manager to inform her of the findings on the clothing from a resident of Apartment 20 and received permission from representatives from the property 06/27/2002 03:02 FAX 3603369401 SRAGIT CO HEALTH 00a rJ owners to sample for methamphetamine in Apartment 20. On May 28, 2002 after 2 day entry notice posting by Heather Miller I entered Apartment 20 and swabbed 4 surfaces. Swabs were analyzed by Alturas Analytics for methamphetamine. On June 5, 2002 I received sample results. All swab results exceeded the Washington State Department of Health clean up standard for methamphetamine of 0.5 ug/100 cm2. Contamination may be the result of residual from methamphetamine use or handling or may indicate the property was used as a drug lab. Due to the findings methamphetamine from surface swabs over the state clean up level, contamination presents a potential immediate or long-term health hazard. The property at the above address was therefore designated unfit for use as of June 6, 2002. On August 22, 2002 certified drug lab clean up contractors Theresa Borst and Stacy Haney of Bio Clean LLC initiated removal of contaminated items and chemicals from the property. They thoroughly cleaned the inside of the apartment. On August 23,2002 they took post clean up swab samples inside the apartment and had them analyzed for methamphetamine. Methamphetamine was below the Washington State Department of Health Clean Up Standard in all samples. On September 24. 2002 t received their final clean up report on the property and found all work acceptable. The information upon which the property was originally declared unfit for use has been addressed by the above clean up and final sampling on the property_ The Skagit County Health Department has released this property for use. Thank you for your cooperation in this matter. If you have any questions or would like additional information, please contact me at 336-9380. Sincerely, 7°,11.2 D AL)itPolly Environmental Health Specialist cc: Skagit County Auditor Carolyn Comeau,Washington State Department of Health Anacortes Building Department City of Anacortes Police Department 20020927014 Skagit county Auditor 912712002 Page 2 2 1:53PM co. $ .4% ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. N PERMIT CENTER 0 N P.O. Box 547, ANACORTES, WA 78221 'C\ is9i. % IRN MUNCE, DIRECTOR E N EDWIN FRANK, BUILDING OFFICIAL December 4 , 1991 Karin Baldwin , Property Manager National Partnership Management 317 Woodgate Place Burlington , WA 98233 Ref : Bayside Apartments, 1106 24th Street . Dear Ms . Baldwin: Upon inspection of the new window installation at this project I offer the following ; 1 . Based on information I have received it appears that the new window units were placed with nailing flanges removed . The new vinyl window frames appear to have been bedded in mastic at the interior window sill trim and caulked to the siding on the exterior . 2 . Removal of the fins creates a potential for water leakage to the sheathing or framing that lies around the window. It is therefor necessary that the caulking be inspected by your maintenance people periodically to verify that the caulking has not deteriorated. This should be done annually for those windows that have direct exposure to the weather and at least once every five years for all windows. 3 . It is noted that siding has been damaged near the corners of some of the windows . This siding should be either replaced or repaired to prevent water leakage to behind the weather barrier . 1 4 . Due to the nature of the replacement of the windows I , have determined , after inspection , that a permit would not be called for on this job. It is my opinion , however , that the building code would require permit and inspection of this type of work under normal circumstances. If I can be of any further assistance please feel free to contact me . Sincerely , CITY OF ANACOR ES Edwin A. Fr nk Building Official j 293-1901 EAF : mg • 0 24TH STREET SEWER STUDY * Average Daily Sewage Flow for Domestic Sewage 50 gpcd 1 . 70 houses X 3 pople X 50 = 10,500 gpd 2. School 25 gpcd X 568 Students = 14,200 gpd 3. Church Approx. = 150 gpd 4. Dr. Clinic 450 gpd 5. Rest Home/by meter reading 19,000 gpd 6. Hospital/by meter reading 15,260 gpd 7. Armory/by meter reading 340 gpd Sub Total 59,900 gpd * Correct for peak flow factor 3.5 = 209,650 gpd * Infiltration 80 acres X 457 g/ad = 36,560 gpd * Storm 80 X 2000 g/ad = 160,000 gpd Total 406,210 gpd 406,210/16 hr. X 60 min. = 423 gpm 423/7.48 X 60 sec. = 0.943 cfs * Taken from Sewer Study by S.T.R. PROPOSED APARTMENTS Total 68 Units @ 2 people/unit 1 W.C. 6 units 1 Lav 1 Unit 1 Tub 2 Units 1 K.S. 2 Units I 1 C.W. 2 Units 1 D.W. 2 Units 15 Units X 68 = 1020 Units 1020 Units = 210 gpm maximum demand on water demand load chart (A-2, pg. 135 U.P.C.) 210/7.48 X 60 = 0.47 Cu. Ft./Sec. Total = 0.943 + 0.47 cfs = 1 .413 cfs SEWER STUDY 24th STREET APARTMENTS 1. 12" line 1. 2% slope w/"n" of 0 . 015 Max cap. full = 31/2 cfs @ 4 ft/sec. Max flow calculated @ 1. 47 cfs = 42% of max cap. 2 . 10" Line 1. 18% slope w/"n" 0 . 015 Max full = 2 . 1 cfs @ 3 .6 ft/sec Actual Flow approx 1. 2 cfs = 57% of max cap. 3. 10" line 1. 7% slope w/"n" 0. 015 Max full 2 .4 cfs at 4 . 3 ft/sec Actual flow approx 1. 2 cfs = 50o of capacity 4. 8" on 24th Street from N to 0 Slope 0. 0028 w/"n" 0. 015 Max full 0 . 67 cfs @ 1. 8 ft/sec Actual flow approx 0. 3 cfs 5. 8" on 24th Street from N to M Slope 3 . 5% w/"n" of 0. 015 Max full 2 .1 cfs @ 6. 5 ft/sec Actual Flow RECOMMENDATIONS 1. That Chris Leady Apartments make their sewer connection to manhole in alley between 23rd & 24th Street on "0" Avenue. 2 . That apartments on 24th between '"N" & "M" connect to sewer at manhole at approx. 24th & N. NOTE: This manhole is not channeled and channelization would be required. 3. That the Ray Massey apartments hook into sanitary sewer on 0 Avenue between 22nd & 23rd Street. This line is satisfactory. 1 0 �� I � 1a \i ! � . - - l. - t I t .�"'" i s:"�.. .. 4t N P lei ipp 4 tie,& A A 4` ` oD.c. 2rZ -ec/ Anacortes Planning Commission Regular Meeting February 11, 1976 In the absence of Mr. Sandvik, Vice-Chairman Ned Andrich called the meeting to order at 7 :30 p.m. Roll: Present : Ned Andrich, Bill Ellin, Helen Vincent , Herb Pearson and Bill Coleman. Stan Sandvik was excused and Dick Waldron was absent. There were no omissions or corrections to minutes of previous meeting and Mr. Andrich declared them to be approved as if read . First item of business was a previously presented request for site plan approval by the Forest Investment Co . on a apartment complex to be located in the 1100 block on 24th Street . The petitioner had been asked tb bring in a detailed landscaping plan fob the project . Mr. Russell, of the architectural firm of Leach, Thomas and Griener, presented a colored, detailed landscaping plan which indicated the number, kind and approximate size of the trees and shrubs proposed to be used. Motion by Mr. Pearson that the Commission approve the arch- itectural plans for the Bayside Apartments , as presented, as being contiguous to the surrounding area. Under discussion, it was noted that the City has no present plans to upgrade the existing• access road at the end of "0" Avenue and the Fire Dept . has requested this access road reamin open for additional access for safety purposes. Vote: all in favor, motion carried . Application for a Shoreline Management Substantial Development permit on behalf of Snelson-Anvil, Inc . was presented by Gene Anderson, who stated the project is a continuation of the present extension of that company and consists of constructing additional barging facilities in Parcel No. 44 of the Anacortes Industrial Park. Snelson-Anvil is also endeavoring to purchase the 100-foot strip(formerly occupied by Pioneer Shingle) which lies immediately adjacent to their land and, if they are successful in obtaining this piece, they will adjust their plans some- what. However, for the present , their request covers only the facility to be located in their own property, Parcel 44 . The development in- cludes dredging a barge c:±nnel and constructing a barge loading facility. At a later date, they also wish to construct a warehouse- type building on said property. This development is much the same as the existing facility now on Parcel 41 . Mr. Anderson also requested approval of their site plan for the area if the permit application was approved. Mr . Kinzel of the City Permit Review Dept . , advised the application was complete in all respects , the environmental worksheet was in good order and he recommended approval of the application for the shorelines management development permit . Drawing No. 394-S-28 showing the site plan was discussed. Motion by Mr. Coleman, seconded by Mr. Ellin, that the Commission recommend City approval of the application for the shoreline management permit . Vote : all in favor, motion carried. Motion by Mr. Coleman that the Commission approve drawing 394-3-28 showing the site plan for the general development of the parcel, but excluding the location of the building itself. Seconded by Mr. Pearson. Vote : All in favor,motion carried. Page 2 Mr. Gene Jordeth of ABC Charters then presented a re-application for a shoreline management substantial development permit including putting a permanent foundation under the existing building on their property in Skyline and to build docks . The number of parking spaces , proposed construction, etc . are in compliance with City regulations . ABC Charters must have the Shoreline management permit before the Corps of Engineers will issue their permit . There was considerable discussion concerning the building (which was originally put ap as a temporary building) and the water service to the building. Mr. Ford read a letter which had been sent to Mr. LaBarge of ABC Charters in October of 1975 which set forth (1) that a new shoreline management application be made; (2) that the building on the site be made permanent according to code prior to July 1, 1976 . There was additional discussion and motion was made by Mr. Pearson that the application for the shoreline management permit be approved for the building, but that the moorage not be approved. There was no second to this motion. Mr. Pearson felt the moorage should not be approved because there was apparently not enough water for adequate fire protection. Mr. Iversen, Bldg. Inspector, advised he had been in- structed by the City attorney that the City had no authority to deny a building permit , but could deny water for a facility under the present moratorium. The building has a residential water hook-up which was granted by the Council. Motion by Mr. Ellin that the shoreline manage- ment substantial development permit application by ABC Charters be approved as presented with the reservation that the building be brought up to code by July 1 , 1976 in accordance with the stipulation in the letter to Mr . LaBarge under date of October, 1975 . Vote : Ayes--Ellin, Vincent , Coleman. No--Pearson. Abstained: Andrich. Next item of business was a request for approval of a site plan for construction of a building in conjunction with the motel owned by Marvin Portis on Ferry Terminal Road. Mr. Portis posted the plan which indicated 3 motel units on the ground floor with an office and a gift shop on the second floor. He stated his plans for a septic tank sewage disposal system have been presented to the County Health Dept . Mr. Ford explain- ed the City regulations concerning hook-up to a sewer line if and when one is constructed for the area. There was further discussion about access , use of the building, access to the gift shop etc . Mr. Pearson said he did not feel the plans submitted by Mr. Portis were in keeping with the City 's comprehensive plan for the area and asked Mr. Portis if he had thought about the future development of the rest of his extensive property in the vicinity. Mr. Iversen, Bldg. Inspector, said the applicant had complied with the Planning Commission' s suggest- ions for the present zoning of the area, had met all the requirements and complied with the City ordinance . Motion by Mr. Ellin, seconded by Mr . Coleman, that the site plan be approved as presented. After further discussion, vote: Ayes--Vincent , Ellin, Coleman. No--Pearson. Abstained Mr. Andrich. Motion carried. Commission then considered a petition for rezone from R-1 to R-3 three lots on the corner of 35th and "N" Avenue as presented by Mr. Arthur Graves. Mr. Graves was present and stated he wished to build a duplex on the property and pointed out that there is an existing triplex and an existing duplex on the other end of the block at 35th and "M" Avenue. These are under the grandfather clause for the area. It is the wish of Mr. Graves to live in one apartment and rent the other. His proposed Page 3 building would be only 1 story high. Motion by Mr. Ellin, seconded by Mrs . Vincent that a public hearing on this petition be set for March 10th 1976 and all property owners be properly notified. Vote : All in favor. Motion carried. Mr . Presler stated a map showing the existing uses in the immediate area would be prepared by City staff for the Commissioriis viewing. The next item was the Council's decision to vacate the road right-of-way in the Anaco Beach area which the Planning Commission had recommended be denied. Mr. Ford sait it appeared to him the Council felt the route proposed was not ghe best and there would be too much traffic disruption. Mr. Presler stated he thought the Council apparently felt an alternate route would be acceptable . The City staff does not agree with Council. The Council did not give any reasons except possibly that the route should be scenic . There followed a lengthy discussion of the matter and Mr. Pearson read a resolution listing the follwoing suggestions : ( 1) that the Commission forward to the Council a list of justifications for their recommendation; ( 2) that the Commission urge the Council to reconsider their decision to vacate the road-right-of-way (3) that the Commission suggest that the City Council engage a Planning Consultant for the purpose of obtaining expert opinion on the matter; (4) the Commission request the Council to meet with the Planning Commission to discuss the issue . Mr. Pearson moved these suggestions be forwarded to the Council in the form of a letter. There was no second to the motion. Mr. Andrich stated he concurred with the City Engineering Dept . in their recommendations to the Council and that it would be poor planning to vacate the street . Mr. Andrich called for a report on the Mayor' s request for the list of items which had had no action. The list is not yet ready for transmittal. Mr. Andrich appointed Mr. Ellin and Mr. Coleman as a committee to draft a list of instructions for presenting site plans for approval. This list to be used by petitioners as well as City staff. Secretary read memorandum from Mr . Presler requesting additional meeting in February due to more items needing review. Memorandum also from Mr. Davenport on same subject . Mr. Presler gave further reasons for his request . Motion by Mr. Coleman, seconded by Mr. Ellin that Commission hold meeting on February 18th & notice be published. Vote: all in favor. Motion carried. Meeting adjourned at 10 : 30 p .m. Ida Rolph, Secretary IR Anacortes Planning Commission Regular Meeting January 28, 1976 Meeting called to order at 7 : 30 p.m. by Vice-Chairman, Ned Andrich. Roll call: Present were Ned Andrich, Bill Ellin, Helen Vincent , Herb Pearson, Bill Coleman and Dick Waldron. Stan Sandvik was excused. Citysstaff included Mr. David M. Ford, Jr . , and Ray Iversen. There were no ommissions or corrections to the minutes of the previous meeting and Mr. Andrich declared them to be approved as if read. There was a letter from Harry Davidson, addressed to the City Engineer, to the effect that Skyline Associates objected to any vacation of city-owned property defined as 40-foot right-of-way in the Plat of Anaco Beach abutting their property to the south. Under old business , Mr. Howard LaGarde, on behalf of Raider Marine, Inc . , re-presented site plans for their development in the Anacortes Industrial Park with changes to conform with the previous requests of the Planning Commission. He indicated the modifications , described the proposed landscaping for attractive surroundings and proper site screening. After considerable discussion, motion by Mr. Ellin, seconded by Mrs . Vincent , that the plan be approved as shown. Vote: all in favor except Mr. Pearson who voted no. Motion carried. Firest item of new business was a site plan submitted by Forest Investment Corporation for the Bayside Apartments to be located in the 100 Block of 24th Street . On behalf of the developer, Annette Wood presented the plans and stated there would be 20 2-bedroom apartments in units two stories high. She showed plans indicating there would also be a library and storage room and parking for 27 automobiles . The building intends to attractively landscape the open space. All public services are available and the project will house 64 persons . The apartments are intended to rent for $225 per month. The Commission had several questions which were answered by Miss Wood. Mr. Ford advised the Commission that the Fire Dept. had said "0" Avenue would have to be improved and extended to give through access for safety purposes . After more discussion, motion by Mr. Waldron, seconded by Mr. Ellin bAt`;,U that the Commission require a landscaping plan before approval. Vote: All in favor. Motion carried. Mr. Andrich contined the matter to the next meeting. ite plan for the new clubhouse for the Skyline Beach Club was presented by Mr. John Carabba. The location is the old air- strip in Skyline. The Beach Club has title to a 5-acre site and wishes approval of their plans to build a clubhouse covering 4 ,600 square feet. Mr. Carabba described the building and advised that the area is proposed to eventually indlude a putting II Page 2 green, tennis courts, and possibly even another swimming pool. The building will be used for a club office, meeting room; has a small kitchen and restrooms . There will be no locker rooms or anything of that nature . The plan proposed what appeared to be ample parking, but this will have to be approved by the Engineering Department . Mr. Carabba advised a landscape architect had been hired to do the landscaping, putting in an automatic sprinkling system, etc. There was considerable discussion about what con- stituted proper landscaping and "green-belting" . Motion by Mr. Ellin that the Commission accept the site plan as presented for the construction of the clubhouse and it ' s immediate surrounding area only. Mr. Pearson moved to amend this motion to include the statement, "provided a detailed landscaping plan is submitted" . Mrs . Vincent seconded the amendment . Vote on the amendment : all in favor. Amendment carried. Vote on the original motion: all in favor. Motion carried. Mr. Ellin requested a copy of the letter from Harry Davidson for his files . Chairman instructed secretary to provide same to Mr. Ellin. There being no further business , meeting adjourned at 8 : 50 p.m. Ida Rolph, Secretary IR fT . Fitc2 � OFA NAcoR E:S,wwi�A SI-III TTC'I'0N � Cirri" 98221 .• _, April 13, 1976 \ Annette M, Wood Forest Investment Corporation 10655 NE 4th / Suite #805 Bellevue, Washington 98004 Re: Environmental Worksheet Bayside Apartments, Anacortes, Washington Dear Annette: The City has reviewed the Environmental Worksheet for the above proposed project, and determined that the proposed project/activity has no signif- icant environmental impact and normal processing is approved. A Public Notice will be published in the Anacortes American on April 21 , 1976. A certification of publication will be requested and all cost will be billed direct to you. Thank you for your cooperation. Very truly yours, di) Gerald A. Presler Asst. City Engineer/ Dir. Community Development GP:cm ADMINISTRATION FIRE DEPARTMENT POLICE DEPARTMENT PUBLIC LIBRARY MUSEUM 0 HISTORY P O BOX 547 1011 12TH STREET 1011 12TH STREET 1209 9TH STREET 1305 817- STREET (206)293-5171 (206)293-5171 1205)293-5171 (2051 293-2700 (2061233-5171 L FOREST INVESTMENT CORPORATIGty 10655 N. E.4TH/SUITE 805 BELLEVUE,WASHINGTON 98004 April 1, 1976 Mr. Ray Ivorson, Building Inspector City of Anacortes Post Office Box 547 Anacortes , Washington 98221 Reference: The Bayside Apartments Dear Mr. Ivorson: Enclosed you will find our application for Building Permit for the above referenced project. You will also find en- closed a copy of our plot plan for this project. You will receive the plan check as soon as Mr. VanDuesen has completed. Should you have any questions with regard to our application, please do not hesitate to call me at 454-8433 . Sincerely, FOREST INVESTMEN CO•PORAT N Annette M. Wood Secretary/Treasurer AMW/nh Enclosures PLAN CF'TCR;NG (^\ \ _% PRODUCT visa sARcr: CONRTRUC:'TCN INSP4CTIOR DRlION CONSOLtANR COOK Cm LTART PYRiHO utD UCr,6qyy parR ION 'CK TECIRAL DESIGN C,v' AUSTIN K. VAN DUSfi T EN, CITY OF ANACO ,T,EE PAT 'Ik®?Ns1as (201 a) a® -some 98 � ‘ PLANS EXAMINATION REPORT 1891 y ', to^° __ P __ .\ M Y_ APR IL, 6 `'L, 1976 PLAN CHECK NO. 111 " fi ® t' #'DATE: 27 idiri „a• ' JURISDICTION: ANACORTES PROJECT: 20—UNIT APARTMENT 'COM 2X STATE: WASHINGTON PROJECT ADDRESS: 24TH ST. & "0" AVE. OWNER: FOREST INVESTMENT CO. ARCHITECT: LEACH, THOMAS & GREINER V,ALUAT ION: "A"(29R2,000),"B"(182,500)ENGINEER: CONSTRUCTION TYPE: V1—HH. OCCUPANCY CLASSIFICATION: "N" "A"(48) ,"B"(32) FIRE ZONE: 3 STORIES: 2 OCCUPANT LOAD: LAND USE: R-3 j FLOOR AREA: PLANS EXAMINERS: AVD, WI "A"( 11,200) ,"B"(7,000) ACTUAL: ALLOW: 1973 UNIFORM BUILDING CODE BASIS FOR ALLOWABLE INCREASE: 1. A SEPARATE BUILDING PERMIT IS REQUIRED FOR EACH BUILDING IN THE COMPLEX. SECTION 301(A). 2. IN BUILDING "A" ONE UNIT MINIMUM MUST BE EQUIPPED TO CONFORM WITH THE REQUIREMENTS OF ANSI A11701, BARRIER—FREE DESIGN CODE FOR THE HANDICAPPED. WASHINGTON STATE BUILDING CODE. THIS UNIT SHOULD BE IDENTIFIED ON THE SUBMITTED DRAWINGS. 30 IN BOTH BUILDINGS, A 32—INCH MINIMUM WIDTH ACCESS SHOULD BE PROVIDED IN TOILET FACILITIES. 21-4" DOORS DO NOT COMPLY, SECTION 1711(a). I 4. IN BOTH BUILDINGS, UNLESS SPECIFICALLY ALLOWEO BY A RESEARCH RECOMMEND— ATION OR SUBSTANTIATED WITH TEST DATA UNDER SECTIONS 107 AND 107, SPEC— IAL COVERINGS FOR FLOORS, BALCONIES, ETC. CANNOT REPLACE ANY PART OF A FIRE—RESISTIVE ASSEMBLY IN REFERENCE TO FOOTNOTE NO. 14, TABLE NO, 43—C. ATTENTION IS DIRECTED TO THE SECOND STORY FLOOR ASSEMBLY. 5. IN BOTH BUILDINGS, FLOOR—CEILING AND ROOF—CEILING ASSEMBLIES ARE REQ'D TO BE ONE—HOUR FIRE—RESISTIVE. SUCH ASSEMBLIES SHOULD BE IDENTICAL TO ONE OF ITEMS NO, 22 THROUGH 27, TABLE NO. 43—C, FOR FLOOR-CEILING ASSES BLIES. ALSO, THE GYPSUM ASSOCIATION DESIGN DATA MANUAL LISTS VARIOUS F APPROVABLE ASSEMBLIES, SEE ALSO THE ICBO RESEARCH REPORTS FOR APPROVABLE FLOOR—CEILING ASSEMBLIES USING LIGHTWEIGHT CONCRETE SURFACES. 6. FIRE—RESISTIVE SYSTEMS INVOLVING WOOD TRUSSES SHOULD COMPLY WITH APPLICABLE RESEARCH RECOMMENDATIONS PROMULGATED BY THE ICBO RESEARCH COMMITTEE, CONVENTIONAL FIRE—RESISTIVE SYSTEMS USING WOOD JOISTS ARE NOT APPLICABLE WHERE WOOD TRUSSES ARE USED TO REPLACE JOISTS. REFERENCE IS MADE TO ITEM 10, PART II , RESEARCH RECOMMENDATION NO. 1000; ONE—HOUR CEILING CONSTRUCTION, PART II, RESEARCH RECOMMENDATION NO. 1352; OR ITEM C4, PART II , RESEARCH RECOMMENDATION NO, 1602. NOTE THAT ALL REQUIRE DOUBLE GYPSUM BOARD WITH RESILIENT CHANNELS BETWEEN. ADMINISTRATION FIRE DEPARTMENT POLICE DEPARTMENT PUBLIC LIBRARY MUSEUM OF HISTORY P.O. BOX 547 1011 12TH STREET 1011 12TH STREET 1209 9TH STREET 1305 8TH STREET (206)293-5171 (206)293-5171 (206)293-5171 (206)293-2700 (206)293-5171 _VA J� Lrj5LIU[114.,NJ May 28, 1976 Mr. Austin K. Van Dusen A. I.A Consulting Architect 3549 N. E. 165th Street Seattle, Washington 98155 RE: Plan Check #111-16 Bayside Apartments - Anacortes Your letter dated May 20, 1976 from AKVD to EHE. Dear Mr. Van Dusen: Comments provided for your information: L 2. Plans corrected as noted. ,V 4. One hour floor ceiling assembly is to be as per Item 27, Table No. 43-C with 11/2" Foamix lightweight concrete in lieu of the second layer of the double wood floor as approved by ICBO Report No. 1668. • 6. One hour roof-ceiling assembly is to be as per ICBO Report No. 1018, Part II, Section °G' . Roof trusses @ 24" o.c. with 2 layers of 5/8" Kaiser null-a-fire (type X) wallboard. The first wallboard layer is installed perpendicular to framing members and fastened with 6d nails spaced @ 24" o.c. The second layer of wallboard is applied perpendicular to the framing members and fastened with 8d nails spaced 12" o.c. Stagger all joints in face layer 24" from base layer. Face layer also attached to base layer with 11/2" Type G screws 2" back from butt joints and spaced 12" o.c. f 7. Partywall assembly to be as per ICBO Report No. 1632, Part II, Sec. 'D' The framing consists of two rows of 2 x 4 wood studs @ 16" o.c. with blocking of same size at midpoint. Studs in opposite rows are staggered 8' o.c. and rows are spaced 1 " apart. The plates for each row may be the same size or common plates may be used. The exterior face of each row is then covered with 5/8" Type 'X' gypsum wallboard applied either vertically or horizontlly with 6d cement coated cooler nails @ 7" o.c. with end joints on nailing members. ft°'s un\{ islu g. Smoke detectors to be Westlock Corporation Model 2001 ; 5-169-UL-1021 ; ' a `�nc"'' 61. Fire Test #UL 167. l nU . :.z.ttY t yt 1• -‘ • 1 115. Plans corrected as noted. 2c ,1,£4 i;y,i ) We hope these comments will satisfy your requirements. .;, fix)? -r • / Regards, Earl H. Edwards Architect w: Forest Investments Jean A. Morgan 12505 BELLEVUE-REDMOND RD., SUITE 201 a BELLEVUE,WASHINGTON 96005 0 (206) 455-5236 dreg.. ft # ," O — 2 (IK.Y^it r" ` 'Y 1 — VA^`"L� t.A 2 so . 21 e.,C r @ 2&/2e. ' z'7 5. Bop Fe e 90 a f S T6ritL, LD&A guAkett IMf 250 . ties - .&/ r R 5, FDN.A Pet 9 01 -. S"/ S; T"vTkL 3LD 1Lr5, ""rat-AC.. Tit 06- A 575 15 CII If iimmmi_ 'i.tHMM %P 0 May 28, 1976 Mr. Austin K. Van Dusen A. I.A Consulting Architect 3549 N.E. 165th Street Seattle, Washington 98155 RE: Plan Check #111-16 Bayside Apartments - Anacortes Your letter dated May 20, 1976 from AKVD to EHE. Dear Mr. Van Dusen: Comments provided for your information: 4.• 2. Plans corrected as noted. ©V.- 4. One hour floor ceiling assembly is to be as per Item 27, Table No. 43-C with 11/2" Foamix lightweight concrete in lieu of the second layer of the double wood floor as approved by ICBO Report No. 1668. 6. One hour roof-ceiling assembly is to be as per ICBO Report No. 1018, Part II, Section 'G' . Roof trusses @ 24" o.c. with 2 layers of 5/8" Kaiser null-a-fire (type X) wallboard. The first wallboard layer is installed perpendicular to framing members and fastened with 6d nails spaced @ 24" o.c. The second layer of wallboard is applied perpendicular to the framing members and fastened with 8d nails spaced 12" o.c. Stagger all joints in face layer 24" from base layer. Face layer also attached to base layer with 12" Type G screws 2" back from butt joints and spaced 12" o.c. 7. Partywall assembly to be as per ICBO Report No. 1632, Part II , Sec. 'D' The framing consists of two rows of 2 x 4 wood studs @ 16" o.c. with blocking of same size at midpoint. Studs in opposite rows are staggered 8' o.c. and rows are spaced 1" apart. The plates for each row may be the same size or common plates may be used. The exterior face of each row is then covered with 5/8" Type 'X' gypsum wallboard applied either vertically or horizontlly with 6d cement coated cooler nails @ 7" o.c. with 19. end joints on nailing members. -fl (his unit15 Smoke detectors to be Westlock Corporation Model 2001 ; S-169-UL-1021 ; uknFire Test #UL 167. l�aut n5 Plans corrected as noted. tali, v�22, ,i.}hy4We hope these comments will satisfy your requirements. IN.4;5a,kcziaRegards,egNQ YO Earl H. Edwards Architect w: Forest Investments Jean A. Morgan 12505 BELLEVUE-REDMOND RD.,SUITE 201 0 BELLEVUE, WASHINGTON 98005 0 (206/ 455-5236 . Ji I 20 MAY, 1976 MR. EARL H. ED'WARDS LEACH, THOMAS F. GREINER, ARCHITECTS 12505 BELLEVUE-REDMOND ROAD, SUITE 201 BELLEVUE, WASHINGTON 98005 REFERENCE: PLAN CHECK, JOB NO. 111-16 BAYSIOE ADARTiMENT COMPLEX s , , YOUR LIR. DATED 5/11/76 E . To AKVD DEAR MR. EDWARDS, THIS WILL ACKNOWLEDGE RECEIPT OF L F ' 'ENCEO LETTER OF COMMENT ON THE PLANS EXAMINATION 111.16, VISED DRAWINGS. SOME REMARKS IN RETURN SEEM A A . THESE REMARKS +n'ILL BE NUMBERED TO COINCIDE WITH THE NUMDE I G OF I EMS ON THE REFERENCED PLANCHECK REPORT. ITEMS NOT INCLUDE ELOW R CONSIDERED TO BE RESOLVED AND THUS NEED NO FURTHER COMMENT 2. THE PLAN DETA SHEET A-3 SHOWS ONLY THAT THE DOOR IS NOW WIDE if ENOUGH TO AC MODATE wHEELCHAIR. NO INDICATION IS GIVEN OF THE REQUIREMENT GRAB PS, SPACE UNDER SINK, ETC. AS PR:-VIDED FOR IN THE ANSI A NDARD. 4. REFERENCE IS MADE TO I.C.B.O. REPORT NO. 1668, AND I ASSUME THAT IT IS YOUR INTENTION TO UTILIZE THIS PRODUCT IA THIS BUILDING. THERE- FORE, IT IS NECESSARY THAT THE DRAWINGS INDICATE COMPLIANCE WITH THE APPROVED ASSEMBLY AS DESCRIBED IN THAT REPORT. IF YOU INTEND TO USE ONE OF THE APPROVED ASSEMBLIES DESCRIBED IN TABLE NO. 43-c, THE OWGS SHOULD SHOW COMPLIANCE WITH THE DESCRIPTION. AN ASSEMBLY THAT IS SIMILAR TO ONE SHOWN IS NOT SUFFICIENT FOR FIRE-RESISTIVE REQUIREMENTS. j. SAME IS TRUE FOR OTHER FIRE-RESISTIVE FLOOR-CEILING OR ROOF—CEILING ASSEMBLIES. THEY MUST BE DESIGNED AND INSTALLED TO MATCH THE DESCRIP- 'HON GIVEN IN THE APPROVED LISTING. 6. THE BUILDING OFFICIAL WOULD APPRECIATE KNOWING 4.HEETiER YOU INTEND To USE REPORT NO. 1018, (AND WHETHER YOU ARE GOING TO USE THE ONE-HOUR ASSEMBLY LISTED UNDER PART II , SUBSECTION "E", "F " OR ""G'") , OR WHETHER IT IS YOUR INTENTION TO USE REPORT NO. 1352, �''77 II , SUBSECTION "D". , THIS WILE HELP HIM TO ASCERTAIN WHETHER OR NOT THE CORRECT MATERIALS HAVE BEEN DELIVERED TO THE SITE, AND SET THE GUIDELINES FUR THEIR INSTALLATION. PLEASE CLARIFY. ' 7. AGAIN, IF IT IS YOUR INTENTION TO USE THE ASSEMBLY LISTED UNDER ITEM NO. 76 , EHE DRAWINGS SHOULD SHOW THE ASSEMBLY AS IDENTICAL TO THE f DESCRIPTION, RATHER THAN JUST SIMILAR TO IT. IF VOU WISH TO USE ' REPORT NO. 1632. PLHAuu INDICATE THE ASSEMBLY YOU ARE INTENDING TO BOLLOW. . . ,;.I EARL H. EDWARDS PAGE TWO I 9, IT IS EVIDENT IN THE ORIGINAL SET OF DRAWINGS THAT YOU HAVE PROVIDED FOR SMOKE DETECTORS IN THE UNITS. HOWEVER, THE MAKE, MODEL, AND 1' APPROVAL ARE NOT SHOWN. I AM INTERESTED IN BEING A3LE TO ASSURE THE BUILDING OFFICIAL THAT THE UNITS PROVIDED ARE TESTED AND FOUND TO dE SATISFACTORY FOR THIS INSTALLATION. THIS IS WHY I NEED TO KNOW THE ABOVE INFORMATION. 15, DETAIL 5/A-4 SHOULD ALSO INDICATE THE. NAILING FOR THE GYPSUM SHEATHING AS INDICATED IN ITEM NO. 80, T RILE NO. 43-9. ? i THANK YOU FOR YOUR PROMPT AND THOUGHTFUL ATTENTION TO THE REPORT. SINCERELY , AUSTIN K. VAN OUSI:N, AIA iorI CO: RAY IVERSEPJ, ANAG'JRTEii 8/0 0"1 JEAN A. MORGAN, FOREST INV. J • 0(1°) K,! • • , Y t • • r 1 i ! 4 I , • FOREST INVESTMENT CORPORATION 10655 N.E.4TH/SUITE 805 BELLEVUE,WASHINGTON 98004 AUSTIN K. VAN DUSEN, AIA BUILDING CODES CONSULTANT PLANS EXAMINATION DIVISION RECEIVED MAY 1 4 1976 May 12, 1976 Austin K. Van Dusen, A.T.A. Consulting Architect 3599 N.E. 165th Street Seattle, Washington 98155 Reference: Bayside Apartments, Anacortas, Washington 1 Dear Mr. Van Dusen: Enclosed please find two (2) sets of our revised blueprints for the above project, together with cover letter from Leach, Thomas & Greiner, Architects . After you have reviewed these plans, please call me at your earliest convenience to advise if all the corrections re- quired have been made so that we may expedite issuance of . the building permit. " p Sincerely, FOREST INVESTMENT CORPORATION 4.0-79 /Jean/A. Morgan f Estimator JM:jcd _ I Enclosures II Ili D O _MEDI 9 k_ MI IN -j0Ep 0 MIN MMM RECEIVED MAY 1 it 9976 AUSTIN K. VAN DUSEN, AIA May 11 , 1976 BUILDING CODES CONSULTANT PLANS EXAMINATION DIVISION Austin K. Van Dusen, A. I.A. Consulting Architect 3599 N.E. 165th Street Seattle, Washington 98155 Reference: Plan Check No. 111-16 Bayside Apartment Complex • Dear Mr. Van Dusen: Your comments on the referenced project are appreciated and we are making corrections to alleviate the deficiencies noted. The following remarks are in response to your 18 point plans examination report. 1 . The Contractor will be advised that separate building permits are required for each building in the complex. 2. See Sheet A-3 for handicapped equipped unit. 3. Toilet room doors will be 32" wide. 4. Floor ceiling assembly is similar to Item No. 27 UBC Table 43-C with 11/2" light weight concrete substituted for the second layer of wood flooring per I.C.B.O. Report No. 1668. 5. Same 6. Fire resistive ceiling roof system per I.C.B.O. Report No. 1018 or 1352. 7. Similar to Item No. 76 UBC Table 43-B per I .C:B.O. Report No. 1632. 8. The Contractor will be advised. 9. See Electrical Plan 3/A-3. 10. See Electrical Plan 3/A-3. 11 . See Roof Framing Plan 4/A-4. 12. See Elevations 1/A-5. 13. Revised per Comments. 14. Noted on Drawings. 15. See Notes Sheet A-4. 16. Revised per Comments. 17. Revised per Comments. 18. Revised per Comments. We trust that these remarks along with the corrected plans will satisfy your requirements. Sincerely, Earl H. , Edwards EHE/jk 12505 BELLEVUE-REDMOND RD.,SUITE 201 BELLEVUE, WASHINGTON 98005 (206) 455-5236 i C • International Conference Of Building Officials Report No. 1668 RESEARCH COMMITTEE RECOMMENDATION October,1975 i FOAMIX LIGHTWEIGHT CONCRETE As an alternate carpeting, Aladdin Mills High D Back Antron WEBSTER CONCRETE COMPANY, INC. Nylon 3-ply (20 ounce) carpet face weight, with 38 ounce high 1061 VICTORY PLACE density backing may be used and assigned an IIC of 57. See Fig- BURBANK, CALIFORNIA 91502 ure No. 1. 2. The following floor-ceiling construction may be assigned an I. Subject: Foamix Lightweight Concrete. Impact Insulation Class (IIC) of 50 and a Sound Transmission Class (STC) of 51. The floor construction is identical to that in II. Description: A. General: Foamix is a cellular lightweight Paragraph C 1 above, except that the ceiling side of the framing concrete utilizing a liquid foaming agent that is introduced directly consists of typical resilient channels (Federal Specification QQS- into the wet concrete in the ready-Mix truck. The concrete has a 775) applied across the joists spaced at 24 inches on center. The minimum density of 100 pounds per cubic foot and is pumped channels are attached to each joist by means of Ira-inch long dry- to the site of installation. A density check is made with a one-sixth wall screws. One-half-inch thick regular gypsum wallboard is cubic foot density can and a spring scale. When the concrete is applied with long dimension across the channels and attached with used on the exterior and is not protected from the weather, it shall 1-inch long drywall screws spaced 12 inches on center, all bear- not be aerated and shall have a minimum 28 day compressive ings. The joists and screw heads are finished with a typical drywall strength of 2000 pounds per square inch. joint system. B. Application: Foamix lightweight concrete is applied on wood The overall floor construction is 12% inches thick. The concrete floor framing members over a subfloor conforming to Table No, surface is covered with a Cushioned Pacemaker Vinyl 3202 Con- 43-C covered with an approved building paper. The Foamix is goleum or equivalent adhesively attached. See Figure No. 2 applied to a thickness of not less than 11th inch and is used in lieu D. Mix: Proportions for one cubic yard of Foamix having a of the finish flooring required by Table No. 43-C of the Code for density of 100 pounds per cubic foot are as follows: a one-hour fire-resistive rating in wood floor construction. Cement 658 Pounds Except for constructions requiring a fire-resistive or sound trans- Sand 1875 Pounds mission classification, "Foamix" lightweight concrete may be ap- ai plied over Identification Index 42/20 plywood for joists spaced 24 a-inch Aggregate 387 Pounds inches on center using unblocked square edge joints. Water 42 Gallons Entrained Air 35 Percent C. Sound Transmission Control: 1. The following floor-ceiling Option Up to 15 percent by weight of constructions may be assigned a Sound Transmission Class (STC) 1/2-inch aggregate may be sub- j e of 51 and an Impact Insulation Class (IIC) as noted below. Fram- stituted for a similar amount of ing of 2 by 10-inch wood joists spaced at 16 inches on center with sand. 3%-inch thick glass fiber insulation (0.22 pound per square foot meeting Federal Specification HH-1-52ID), with vapor barrier, III. Evidence Submitted: Installation procedures,material speci- stapled between the lower portions of the joists. The ceiling con- fications, compression tests and thermal conductivity tests are sists of 1/2-inch thick regular gypsum wallboard applied normal submitted. to joists and nailed in accordance with Table No. 47-G of the Uni- form Building Code. Wallboard joints are finished with tape and joint compound. IV. Recommendation: That Foamix Lightweight Concrete as The floor sheathing is 1/2-inch Group I 32/16, or 1/2-inch thick described in this report is an alternate type of construction to that Group II 32/16 plywood with end joints staggered 48 inches, and specified in the Uniform Building Code for one-hour fire-resistive nailed with 6-penny common nails at 8 inches on center. Plywood floor construction subject to the following conditions: edges are not required to be blocked unless for structural pur- 1. The size of slab measured between screeds is limited to a poses. A 20/20 Kraft type paper vapor barrier is installed over maximum of 20 feet by 20 feet. the plywood. One and one-half-inch thick Foamix lightweight The 2. density is not less than 100 pounds per cubic foot ex- concrete,weighing an average of 110 pounds per cubic foot is then as noted. placed and finished to a semi-smooth surface. Overall thickness of cent the assembly is 121/2 inches and the average weight is approxi- 3. Control joints are installed at doorways serving rooms (F- mately 21 pounds per square foot. The concrete is covered with larger than 200 square feet in area. I a 50-ounce per square yard rubberized felt pad and carpeting of 4. STC and IIC ratings are limited to the carpeted assemblies 100 percent nylon pile carpet, J. P. Stevens 'Fantasia 31.14 described. ounces pe square yard pile weight and 44 ounce per square yard i backing ( 5 ounces total; or equivalent is assigned an IIC of 64. This recommendation is subject to annual re-examination. I 11 01 3 Page l of 2 i, 1i • Page 2 of 2 Report No. 1668 10 Figure No. 1 1 2 0 0 0 Q Q 11111111 IP111111 1111111111111111R 11111/1111 i ,FIT ti/3,dd It.l. thit.4li 4 . ' '`' '1W0i.' h 1 ' ,4 REFER TO. PARAGRAPH C-1 I 1. Nylon carpet 31.14 ounces per square yard or Matron nylon 20 ounces per I square yard. 2. Fifty-1ounce per yard rubberized felt pad. f l' 3. One and one-half-inch thick Foamix lightweight concrete. Average of 110 pounds per cubic foot. 4. 20/20 Kraft type paper vapor barrier installed over 5/R-inch thick plywood ` subfloor. 5. 2 by 10-inch wood joists spaced at 16 inches on center. U 6. 3}4-inch thick glass fiber insulation. (R-11 0.22 pounds per sq. ft.) ji 7. One-half inch thick regular gypsum wallboard nailed direct to joist in accordance with the Code. I II Figure No. 2 0 0 0 0 s. P; 3 'iJ©cs A•, tln lill �l.lhliili u'� Iln'i .1�,..11/ Yl'll�ii�,iof� � u�li h�L0i1114�'F'.w°��a� i ! 6 REFER TO PARAGRAPH C-2 1. Cushioned Pacemaker Vinyl 3202 Congoleum or equivalent. 2. One and one-half inch thick Foamix lightweight concrete. Average of 110 , • pounds per cubic foot. 3. 20/20 Kraft type paper vapor barrier installed over 5/8-inch thick plywood f subfloor. 4. 2 by10-inch wood joists spaced at 16 inches on center. • 5. 3Yz-inch thick glass fibre insulation. (R-11 0.22 pounds per sq. ft.) t 6. Resilient channels applied across joists at 24 inches on center. 7. One-half-inch thick regular gypsum wallboard nailed direct to joist in accordance with the code. t. International Conference of Building Officials 1 !" Report No. 1632 I RESEARCH COMMITTEE RECOMMENDATION July,1975 GYPSUM WALLBOARD ASSEMBLIES perimeter ratio shall be not less than 0.238. Column piotection is I GYPSUM ASSOCIATION provided by three lacers of 1/2-inch Type X wallboard attached 1800 NORTH HIGHLAND AVENUE with Type S screws to No.28 gauge I9S-inch steel channels having HOLLYWOOD, CALIFORNIA 90028 1%-inch legs with a 1/2-inch hp. Length of channels shall he 1/2I I) inch less than column height. I. Subject: Gypsum Wallboard Assemblies. A layer of wallboard the width of the column flange is placed ! I against each flange after it has been previously attached on the I II. Description: A General: The fire-resistive assemblies con- opposite side to the legs of steel channels at each edge or corner list of gypsum wallboard conforming to U.B.C. Standard No. (see Figure No. 2). Two layers of wallboard are vertically applied 47-10. over the flange to the outside leg of the channels. Three layers of I 1 B. One-hour Nonload-bearing Noncombustible Partition: The wallboard are placed vertically across the column web and attached partition assembly consists of light'gauge steel :hannel shaped to the channels. Vertical corner joints of each layer of wallboard studs and runners conforming to ASTM Specification C 645-70 are offset. Horizontal joints of adjacent layers are staggered 30 except that the stud flanges are stiffened with a 90' 1/2-inch deep inches on center. Screws of each layer are placed 12 inches on lip. The studs have a minimum depth of 248 inches, spaced 24 center and I inch ham each horizontal joint. Screws for layers inches on center and ,ee set m tip and bottom runners The run- direct to studs are 1 inch long aid 1% inches and 21i inches long hers arc fastened to the Boo and ceiling with fasteners spaced 24 for second and third layers respectively. No. 28 gauge steel corner inches on center. Five-eighths-inch Type X gypsum wallboard is bead with 154-inch legs is attached to each co ncr with 4d coated i, applied horizontally to the studs and is fastened with lunch Type box nails and then covered with joint compound. S drywall screws spaced 8 inches on center at joints and 12 inches Where the column depth exceed 36 inches the wallboard rivei on center at intermediate studs. Screws are placed with a minimum the web is applied horizontally with the joints of adjacent layers edge distance of 7a inch. Horizontal joints on one face ale offset staggered 12 inches on center. Additional channels are placed 12 inches Finn those on the opposite face vertically along the inside of the flanges and at the center of the C. Two-hour Solid Partition for Shaft Enclosure: The assembly web. The wallboard is attached to these additional channels with a is similar to Item 53 of Table No. 43-B of the Code except that screws as described above. No. 26 gauge runner channels are the "V" edge gypsum coreboard is first installed to 2-inch by placed at the column top and base across the web. 2-inch metal floor and ceiling runners with drywall screws spaced H. Alternate Floor or Roof Construction: 1. Where metal lath 12 inches on center. The runners are anchored at 24 inches on centeringis set forth in Table No. 43-C, ',f-inch deep No. 28 center with approved fasteners. Two layers of 1/2-inch Type X gauge ( inimum) corrugated-steel deck welded to supports 15 gypsum wallboaid ate laminated on one side of the coreboard inches on center with washers may be used as an alternate to the with all of the vertical joints being offset at least 3 inches, metal lath in one and two-hour fire-resistive assemblies �r D. One-hour Fire-resistive Staggered Stud-Bearing Partition: 2. As an alternate method of construction to Footnote 14 of The framing consists of two rods of 2-inch by 3-inch or 2-inch by Table No. 43-C, 1-inch fiber sound deadening board may be in- 4-inch wood studs at 16 inches on center with blocking of the stalled between the suhfioor and the finish floor in lieu of the build- same size at nndhcight. Studs in opposite rows are staggered 8 ing paper. ' inches on center and'the rows are spaced 1 inch apart. The plates 3. Alternate Suspended Ceiling Construction: Gypsum for each row may be of the same size material or common plates 1? p' wall- for both rows may be used. The exterior face of each row is then board ceilings directly attached to steel framing as set forth in eosered with 9S-inch Type X gypsum wallboard applied horizon- Table No. 43-C may be suspender) with 11/2-inch cold-rolled steel tally or veitically with 6-penny cement coated cooler nails at 7 carying channels spaced 48 inches on center which ale suspended inches on cent(/' with end joints on nailing members. Firestops with No. 8 SWG galvanized wire hanger spaced 48 niches on when required may be of mineral wool batts 2 inches thick in the center. Furring channels are placed perpendicular to the carrying ' intervening spaces between the two rows of studs or of 1/2-inch channels and secured thereto by No. 18 SWG galvanized wire ties gypsum board. Where 2-inch by 3-inch studs are used they must (double strand); the wallboard is then installed in the manner be stress graded material as set forth in Table No, 25-A. required for direct attachment. E. Two-Hour Nonload-bearing Noncombustible Partition: The I. Allowable Partition Heights: Based upon Section 2312 (hi partition consists of a base layer of 1/2-inch Type X wallboard of the Uniform Building Code, the allowable height limits of non- applied parallel or perpendicular to each side of 13s-inch No. 25 bearing partitions are as follows: gauge metal studs 24 inches on center with 1-inch Type S drywall 1. Partitions utilizing Ni: 25 gunge channel studs (.0209-inch screws 12 inches on center. A face layer of 1/2-inch Type X wall- base metal), conforming to ASTN1 C-645 except that the board is applied parallel m perpendicular to the studs with 19e- flanges are stiffened with a 90'. r.i-inch deep lip, shall have inch Type S drywall screws 12 inches on center Joints of each maximum heights as set forth in Tables No. I and No. H. layer and of each side are staggered 24 inches on center. The No. 20 gauge stud has one flange 19S inches wide. The F. One-hour Ceiling On Wood Framing: The construction con- other flange is fir inches wide. Each flange is stiffened with casts of joists, lower choids of trussed rafters, pitched or flat roof a 90° 1/a-inch deep lip. Allowable partition heights are trusses, etc., spaced a maainuun of 24 inches on center. The ceiling shown in Table No. Ill. consists of two plies of `,x-incli Type X gypsum wallboard installed 2. Two-inch solid pmanions (/cosh acted of 1 -inch gypsum pcipend icuI it to the ft amiug. The base ply is attached to the wood . wallboard hunnated to each side of 1-inch solid of laminated framing with 1'n-inch di ywall screws o: 1 aka-mch 6d cooler, box co:eboard shall not exceed 11 feet. or Parker head nails spaced 21 inches nraxinmm can center and the Two3. wo and one-fourth-ilia semi-solid uhtios constructed of face ply with 1%-inch rb ywall screws or 23'-inch 8d cooler, box ah-inch face sheets laminated to each side of 1-inch by or Parker head nails spaced 12 inches maximum on center and, in 6-inch laminated gypsum rbs spaced 2 feet on center shall addition, with 11/2-umh 'Type G drywall screws 2 inches back from not exceed 12 feet face layer butt joints spaced 12 inches maximum on center. Base . and face plies must have joints offset a minimum of 24 inches. 4. Two and five-eighths-inch semi-solid petitions constructed Face layer joints and screw heads are coveted with joint compound of 1:_-inch face sheets laminated to each side of 1%-inch by system. 6-inch laminated gypsum ribs spaced 2 feet on center shall p4C. Two-hour Steel Column Protection: Column sizes may vary not exceed 12 feet. ,,4y Flom a depth of 7 to 611 inches. The minimum flange width and 5. The chase wall consists of a double row of 1%-inch deep thickness shall be 4 inches and ;I; inch respectisely. The mini- No. 25 gauge channel studs spaced 24 inches on center. The mum web thickness shall be iR inch. Also, the column weight to studs are placed opposite each other and so located that the Page l of 3 - ' ' I ' Page 2 of 3 Report No. 1632 outer flanges of the studs are 12 inches apart. The two rows published by the Gypsum Association may be accepted except "„J of studs are interconnected at 4-foot intervals with %-inch items RD 1110 and RD 2460. thick 12-inch by 12-inch pieces of gypsum wallboard at- 2. Generic sound control systems as listed in the Fire Resistance tached to each web of the studs with three 1-inch drywall Design Manual 1975-76 Edition as published by the Gypsum screws. Full length sheets of 'se-inch wallboard are applied Association may be accepted that are indicated to have sound vertically to each face of the partition and are attached to ratings of 50 STC for partitions and 50 STC and 50 IIC for floor the studs with 1-inch drywall screws spaced 12 inches on ceiling systems Partition systems shall he sealed at top and bottom I center. The maximum partition height shall not exceed 16 wood plates or metal runners with beads of non-hardening caulk- feet. ing compound except that tape and joint treatment compound may 6. The demountable wall consists of 23 -inch deep No. 25 be used in lieu of caulking at the top plate in wood frame systems. gauge channel shaped studs spaced 24 inches on center. Full Where carpet and pad are specified for the IIC sound rating shown length sheets of 4‘-inch thick gypsum wallboard are installed in the manual, the carpet shall be a 44-ounce wool carpet with a vertically with edge joints centered on stud flanges. Edge 40-ounce hair pad. . joints are covered with a metal batten strip attached to the studs with 1-inch drywall screws spaced 12 inches on III. Evidence Submitted: The results of fire endurance tests center. The wallboard is attached to intermediate studs with conforming to U.B.C. Standard No. 43-1, transverse load and , an approved adhesive. The maximum partition height shall sound transmission tests are submitted. not exceed 11 feet 6 inches. J. Joint Treatment: Taping and finishing of the joints and Recommendation fastener heads for square edge gypsum wallboard and V-edge IV. Recommendation: That the Gypsum Wallboard Assemblies gypsum backing board may be omitted where specified in Tables described in this report are alternate methods of construction to ' Nos. 43-A, 43-B and 43-C of the Uniform Building Code. that specified in the Uniform Building Code provided construction t K. Fire-Resistive and Sound Control Systems: 1. Generic fire and partition heights are as set forth in this report. s resistance ratings (those not designated by Company code letter) as listed in the Fire Resistance Design Manual 1975-76 Edition as This recommendation is subject to annual re-examination. . t i TABLE NO. 1—ALLOWABLE PARTITION HEIGHTS BASED ON WALLBOARD TABLE NO. II—ALLOWABLE PARTITION HEIGHTS BASED ON STUD ! ' AND NO. 25 GAUGE STUDS ACTING AS A COMPOSITE SECTION'" PROPERTIES ONLY—NO. 25 GAUGE STUDS' STUD DEPTH (In Inches) STUD DEPTH (In Inches) STUD . SPACING FACING 1% 2'z 314 3% 4 6 STUD 1% 2% 3IA 3% 4 6 I I (In ON SPACING F Inches) EACH SIDE HEIGHT IN FEET AND INCHES (In Inches) HEIGHT IN FEET AND INCHES 16 %"—one-ply 11'0" 14' 8" 17'10" 19'5" 20'8" 18'10" 12 10'7" 14'5" 17'10" 19'5" 20' 8" 18'5" i 24 35"—one-ply 10'0" 13' 5" 16' 0" 17'3" 18'5" 17' 8" 16 9'7" 13'2" 16' 2" 17'8" 17'11" 16'0" "' , 24 IS"—two-ply 12'4" 15'10" 18' 3" 19'5" 20'8" 19' 0" 24 8'5" 11'6" 14' 2" 15'2" 14' 8" 13'0" • 'The tabulated partition heights are based on the steel studs acting as a 'The tabulated partition heights are bawd on the steel stud section composite section with the wallboard to onfosm to the load and properties only to conform to the load and deflection criteria specified deflection criteria specified in Chapter 23 of the Code in Chapter 23 of the Code. 'Allowable partition heights are applicable only where wallboard is Other criteria is as follows: applied as follows: (a) Maximum steel bending stress-26,670 pounds per square inch. (a) The wallboard is applied with screws in accordance with Chapter (b) Web shear-1.33 X 83,200,000- (h/f)'. ' ' 47 of the Code. (c) Web bendineb g-1.33 are 520,negle000,00 — (h/t)'. To determine , , (d) Deflection is limited to the height — 120. TABLE NO. III—ALLOWABLE PARTITION HEIGHTS BASED ON STUD PROPERTIES ONLY—NO. 20 GAUGE STUD' STUD DEPTH (In Inches) 1 STUD 2% 3% 3% 4 6 SPACING (In Inches) HEIGHT IN FEET AND INCHES ' ' 12 16'10" 20'10" 22'6" 24'6" 31' 7" 16 15' 3" 18'11" 20'5" 22'4" 28'11" 24 15' 3" 16' 6" 17'0" 19'5" 25' 0" 'The tabulated partition heights are based on the steel stud section prop- erties only to conform to the load and deflection criteria specified in Section 2312 (b) of the Code. Other criteria are as follows: F (a) Maximum steel loading stress—26,870 pounds per square inch. (b) Web sheer—1.33 X 83,200,000— (h/tp. (c) Web bearing — 1.33 X 520,000,000 - (h/t)', To determine "hit",web cutouts are neglected. (d) Deflection is limited to the height+ 120. ) i s - BSI . Page 3 of 3 Report No. 1632 t O / t / 1 ® O r A a O ® 1 �ti 0 I OI lol 101 lol of Base metal thickness= .0209" min.—A = 11" min.;B = Ti!" min.;C = Sri" min. FIGURE NO. I Resilient Furring Channel Configurations i. _. . F igure No. 2 , 1 Note - Attachment channels between flanges only required where column depth exceeds 36 inches. e H . kI 1 International Conference of Building Officials ',' Report No. 1352 RESEARCH COMMITTEE RECOAII IEAOATIOR August,1975 GOLD BOND FIRE-SHIELD PLAIN AND roof system may be installed to any suitable wood framing, such as VINYL SURFACED DURASAN (TYPE "X") GYPSUM floor or ceiling joists, lower chords of pitched or flat roof trusses, WALLBOARD—WOOD FRAMING floor trusses, etc., spaced a maximum of 24 inches on center. NATIONAL GYPSUM COMPANY As an alternate the base and face plies may consist of 1/2-inch 1650 MILITARY ROAD Gold Bond Fire-Shield Type X Gypsum Wallboard. BUFFALO, NEW YORK 19217 As a further alternate the ceiling may consist of two plies of ii- I. Subject: Gold Bond Fire-Shield Plain and Vinyl Surfaced Inch Gold Bond Fire-Shield Type X Gypsum Wallboard installed Durasan (Type "X") Gypsum. perpendicular to the framing. The base ply is attached to the wood framing with 1t1a-inch drywall screws or 1%-inch Gd cooler, box II. Description: General: The 1-inch thick plain gypsum wall. or Parker head nails spaced 24 inches maximum on center and the board is composed of gypsum, noncombustible fiber, mineral ag, face ply with 1Ys-inch drywall screws spaced 12 inches on center gregates and paper surfaces. maximum or 2%-inch 8d cooler, box or Parker heady nails spaced A. One-hour Bearing Wall Construction (24-inch Stud $P86 7 inches maximum on center and in addition with 1 iz inch Typc ing): Cold Bond se-inch Fire-Shield plain, Durasan or Mono. G drywall screws 2 inches back from face layer butt joints spaced lithic Durasan surfaced gypsum wallboard applied vertically to 12 inches maximum on center. Base and face plies must have joints each face of 2-inch by 4-inch studs spaced not more than 24 inches offset a minimum of 24 inches. Face layer joints and screw beads on center. Blocking is installed at mid-height of walls when ye- covered with joint compound system quired under Section 2517 (f) of the Uniform Building Code and The wood framing may be spaced a maximum of 48 inches on the wallboard is attached to all studs with 6d cooler or box nails center if Gold Bond No.25 gauge is-inch-deep screw furring chan- spaced 7 inches on center or is so attached along vertical edges nels spaced a maximum of 24 inches on center are attached to the only and to intermediate studs with a 1-inch diameter bead of wood members with two 8-penny common nails having a minimum Gold Bond MC (modified contact) adhesive. Joints of plain sur. 11/2-inch penetration or two 1-inch-long Type W or Type S dry wall faced wallboard are covered with joint tape and joint compound. screws per framing member and channel intersection. Two plies Monolithic Durasan joints are leveled with joint compound and of wallboard are applied perpendicular to the channels and are covered by Durasan flaps and standard Durasan joints may be left screw-attached to them as described obese, using minimum exposed. lengths of 1 inch for the first ply and 1% inches for the second ply. B. Two-hour Bearing Wall Construction (16-inch Stud Spac. E. Gold Bond Fire-Shield Square or V-edge Backerboard: ing) With RF Resilient Furring Channels: The construction con. Where Gold Bond Fire-Shield Type X Gypsum Wallboard is speci- sssts of 2-inch by 4-inch nominal wood studs spaced 16 inches on fled in wall and ceiling assemblies above and Research Recommen- r center faced on each side with two layers of 1/2-inch Fire-Shield elation No. 1632, Cold Bond Fire-Shield square or V-edge Gypsum '. Type X Gypsum Wallboard. On one side, the gypsum wallboard Backerboard may be used without taping and finishing joints and is fastened directly to the studs as specified for partition No. 78, fastener heads, provided the thickness of the Backerboard, the 4 Table No. 43-B, Uniform Building Code. On the other side RF type of gypsum core, and the type and spacing of the fasteners are i resilient furring channels are applied horizontally over the wood the same as for the gypsum wallboard described studs, spaced 24 inches on center and are attached with 114-inch F. Non-rated Construction: Where a fire-resistive rating is not { GWB-54 nails or 1-inch or longer Type W or Type S drywall required, Cold Bond Kolorpin painted nails are provided for the I t screws. The 1-inch Type X wallboard is applied horizontally and attachment of 1/2-inch and se-inch thick Durasan wallboard to is attached along longitudinal edges to the furring channels with wood supports. The ? -inch thick board is fastened to vertical 1-inch long No. 6 self-drilling drywall screws spaced 12 inches on surfaces with 11/2-inch long 066-inch shank diameter, .135-inch center. Six-inch wide strips of wallboard are installed behind un- head diameter nails spaced 8 inches on center. The 1/2-inch board iy supported vertical butt joints and are attached at the ends and is fastened with 1%-inch long, .086-inch shank diameter, .135-inch I along the length of the strips by Type G 11/2-inch drywall screws head diameter nails spaced 8 inches on center. (C spaced 12 inches on center. A face layer of 1/2-inch Fire-Shield Identification: The wallboard and hackcrhoard are identified by '€ Type X Gypsum Wallboard is applied with joints staggered from the words"1/2-inch Cold Bond Fire-Shield Type X,""se-inch Gold- 11 the base layer joints and secured to the RF resilient furring chan- Bond Fire-Shield Type X" or "1/2-inch Gold Bond Super X Fire- !,i nels with 11-inch long Type S drywall screws spaced 12 inches on Shield" repetitively printed along one or both long edges of the center. Face layer joints and fastener heads are covered by Gold face side and a label authorized by Underwriters' Laboratories, Bond Tape Joint System. With this partition a sound transmission Inc., or Factory Mutual Research Corporation 'r class (STC) of 50 is attained. When desired,glass fiber or mineral III. Evidence Submitted: Fire tests covering both wall and wool insulation may be installed in the stud cavities. With 3% floor systems and STC tests ofwall systems ore submitted. , m e . inches of glass fiber insulation (R-11, 0.75 PCF density) in the . . stud cavities a sound transmission class (STC) of 54 is attained. Recommendation C. Two-hour Floor or Roof Construction: The wooden floor or roof is constructed as set forth in Table No. 93-C of the Uniform IV. Recommendation: That the types of construction described BuildingCode (Footnote 14 . A base layer of 1/2-inch Gold Bond �` ) y in this report are alternate types of construction to that specified Super X Fire-Shield Gypsum Wallboard is applied perpendicular in the Uniform Building Code for use where one-Lour fire-resistive to the wood joists and attached with 6d cement-coated cooler nails construction is required subject to the following conditions: spaced 7 inches on center. Cold Bond RF (Resilient Furring) 1. That %-inch Gold Bond Fire-Shield Plain, Vinyl Surfaced Channels as described above, spaced 24 inches on center (12 inches on center at butt joints) are applied over the base layer Durasan, Monolithic Durasan (Type "X") and Super X wallboard perpendicular to the joists and attached to them with Fire-Shield Gypsum Wallboard and Backerboard be can- , two 8d coated cooler nails per channel-joist intersection. A face sidered as noncombustible and Class I finish material. layer of sic-inch Gold Bond Super X Fire-Shield Gypsum Wall- 2. The one-hour partition with studs spaced 24 inches on center board is installed perpendicular to the RF Channels and attached is constructed with stress-graded lumber in accordance with to them with 1-inch self-drilling drywall screws spaced 12 inches the requirements of Chapter 25 of the Code. on center. Joints and screw heads covered with joint compound 3. Gold-Bond Kolorpin nails are used where a fire-resistive f r system. ' w. D. One-hour Ceiling Construction: A ceiling constructed in a time period is not required. ' manner identical to that described above for the 2-hopr floor or This recommendation is subject to annual re-examination. Page 1 of 1 • • International Conference of Building Officials 1 Report No. 1018 RESEARCH COMMITTEE RECORIRIEAOATIOA October,1975 KAISER GYPSUM WALLBOARD ("REGULAR" AND penny nails at 8 inches on center.long top Lind bottom:plates only • TYPE X") WOOD-FRAME FIRE-RESISTIVE ASSEMBLIES Treatment of joints in tingles on either the base of face plies is KAISER CEMENT AND GYPSUM CORPORATION not rcqurred 300 LAKESIDE DRIVE D Two-Hour, Load-Beating Pat Blinn: Planing shall consist of OAKLAND, CALIFORNIA 9466E 2 Is -1-inch snood studs spaced 16 inches on comet with liar I. Subject: Kaiser Gypsum W:tllbom ds (TA-inch uaan1 '.::-inch Mocking when` :egtm•ed by Section 2517 of the Undunn Building Code. Regular core), (t,z-inch Super Null-A-Fire — Type X), t TA-inch To both sides of the limning, two Lis eu of - Kaiser nrc•L Null-A-Fire — Type X), t Backerlioaid or Acoustibak I, and Kamm I'IApa N 1 Wallboard are applied ss ith u,nls or sinews Fit-Tex Sound Deadening Board, Kaiser. Fir-Tex Ca:pet Board, Base plies are applied s to tic.dly m Iron znntally and are Instrncd Kaiser Fir-Tex Nail-Buse Sheathing, KaIscr Resilient Strip, and with 6-penny marls in 1-inch TNPe S screws spaced 21 inches ou Kaiser Resilient Ceding Clips for fire-resistive, load-beating w nod- el rtoi Joints tic rill set Ui inches bchs ism oppositeoppositesoles Pure las 's ate applied s ertmally in hot izoitally .mil I astened with 8- stud pm titions and for fire-resistive wood-joist floor and ceiling construetion. Percy nails or 2-inch 'ripe S screws spaced 12 niches on cenb•r, Joints .me onset 16 inches minimum sbnnr those in the base ply. II. Description: A. One-I-tour, Load-Bearing Partition, Single All e.xpomed. joints uic finished with Kaisei joint Compound and Ply: Framing shall consist of 2-inch by 4-inch wood studs spaced Tape and Lasteneis cove:ed with Kaiser Joint Compound. 16 inches to 24 inches on center with fireblocking in accordance E. One-Hour Fire-Resistive Floor-Ceiling m Roof-Ceiling Assem- with Section 2517 of the Uniform Building Code. One ]ay or of ss- bly: The floor system consists of wood joists as descube,I in Table inch Kaiser Null-A-Fite (Type X) Wallhoaid is applied cithrt No 4.3-C, itun 27, of the 1973 Edition of the Uniform Builchng vertically or hoi izontally to etch side of the studs with 6-penny Code, Kaiser 1al-inch Null-A-Fite ('Type N1 Wallhcmd may he nails spaced 8 inches on center. All exposed hunts arc finished with applied do ectly to the soffit of the joists with 6-penny nails 1',a Kaiser Joint Compound and Tape and fasteners covete'I with Kruse: inches long with 'i-Inch diameter heads spaced 6 inches on cen- Joint Compound, ter All exposed joints are finished with Kaiser Joint Compound 1. As an alternate, Pi-inch Ts pe W screws may be used in lieu and Tape and fasteners cos ei ed with Kaisei Joint Compound. of nails noted in Table No. 43-B provided the spacing is as noted 1 As an alternate, 1iz-inch Type W screws spaced 6 inches on therein, center may be used in lieu of nails to fasten the wallboard to 2. As an alternate, an undercourse of liaise: Fir-Tex Rated the joists. Sound Deadening Board may he applied to the stood studs with 2 As an alternate, the Ina:d may be applied to 2-inch by 5-penny nails spaced 24 inches on center before the finish layers 2-inch wood furring stops supported by Kaiser Resilient Ceiling of TA-inch Null-a-Fire (Type X) wallboard are applied. Where Clips, The clips are formed hunt Type 302 stainless steel 0016 such an undercourse is used, nails used to apply the face layer of melt thick into a U-shaped strap hanger 25s inches high and Null-A-Fire shall penetrate the studs not less than inch, if screws are used instead of nails, they shall penetrate the studs not t r niches wide The hangers eacha e attachedusi i the mists by nailsd s, through pie-drilled holes in leg using 1-inch long galvanized less than a inch. roofing nails having a No. 11 gauge diameter and 1^_-inch head 3. As an alternate, on one side the sirs-inch Null-A-Fite diameter. The clips :ire spaced 24 inches on center along the (Type X) wallboard is applied horizontally to 0.018-inch thick furring strip, cm rying it lust uncle: and parallel to the soffit of Kaiser Resilient Stiips The resilient strips are placed horizoutalh each hoist. The weight of the wallbn,ud ceiling when applied pulls spaced 24 inches on center and the upper edge fastened to each the fun mg strip down about 14 inch from the mist soffit, The stud with 1fi-inch Type W screws. Splices are lapped 6 inches. Resilient Ceiling Clips are seemed to the joist with two nails per The wallboard is fastened to the ships using 154-inch Type S clip. screws at 12 inches on center. Three and one-half inch glass fiber foot is placed in batt insulation weighing 0.23 pounds per square 3. As an alternate, the Ioard may be applied to 0 018-inch the stud cavities.STC = 50. thick Kaiser Resilient Ships which :no attached to the mists. The resilient slips are placed pci lientlmrla: to the mists and spaced 29 B. One-Hour, Load-Bearing Partition, Two Ply, Nailed: Basic inches on center and fastened to each hoist with 1'l-inch Type W framing is typical wood framing of 2-inch by 4-inch studs at 16 screws or 0-penny nails. Splices are lapped 3 inches The wall- inches on center except that fireblocking is in accmdance V.ith board is applied pen pendicular to the strips and fastened with Section 2517 of the Uniform Budding Code. Base plies of 56-inch I-melt Type S screws spaced 11 inches on center Kaiser Gypsum Wallboard (Regular) are applied to the studs q, As an alternate, Kaiser Fir-Tex Rated Sound Deadening with 5-penny nails spaced 24 inches on center along the studs only Board may be installed over the suhllnor and nuclei the finished (base course is not nailed to top on bottom plates). Over this base flooring in seem donee with Becton 17(15 l¢) nl the Code. course, a face layer of fiz-uich Kaiser Gypsum Wallow d (Regu- lar) is applied with 8-penny nails or 15-inch Typc S sci ews 5 :\s an alternate 'nettled of cnnstI mien, the double wood spaced 12 inches on center along all Loon edges rib each Laud llom may be replaced Iy applying :r 's-inch interior-type ply- (including top and bottom plates) and at 24 inches on center mood, with e te:iur glue. .subflou: to the Ioists with 6-penny nails along lines of beating user udenurdi,rlm studs in the held,_ All spaced 12 niches on center Over this, a layer of 'i-inch Kaiser exposed joints ore finished with Raise' Joint Cowpnund and 'Tape (hypsunr Acousti ink is placed loosely and a lira en of ar-inch par- and fasteners covered with Kaiser Juml Cmmpmiu,l, tide ho:ucl or '-_-inch Kaiser Ism-Tex Nail-Base Sheathing stapled C. One-Hour, Load-Bearing, Two P1 s, Laminated: Basic tram- to the subflom with Iis-inch staples spaced 3 inches on center on ing is typical wood fiatoing of 2-inch by 4-inch studs at lG inches the edges of the panels told 6 inches on center in the field, on center except that fireblocking is ar aecu,d:nee with Section 6. As an alternate nrcthud of construction,the double wood floor 2517 of the Uniform Building Code. Base plies of iz-inch Kaiser may be related by applying a 5s-inch interior-type tongue and Gypsum Waltham it (Regular l are applied I nt17mn tally and groove plywood, with extet for glue, subfloor to the joists with 6- -fastened to all studs and plates using 5-penny nails at 8 inches on penny nails spaced 12 inches on center. Over this, a layer of ?'g- r, center. Face plies of Is-inch Kaisei Gypsum Wallboard (Regular inch Kaiser Fir-Tex Carpet Board is stapled to the subfloor with or Vinyl Finish) are applied vei tically using three 8-inch wide Pi-inch staples spaced 3 inches on center on the edges of the strips of Kaiser Laminating Compound per 4-font width of wall- panels and 6 inches on center in the field, or strip laminated with . board. Laminating strips are kept 1 inch from edges. Glue pressure 6-inch wide ribbons around perimeter and 16 inches on center in is obtained by means of horizontal blocking at one-quarter, one- the field of the panel with approved adhesives. ) half and three-quarter wall height levels until laminating corn- F. One-Hour Fire-Resistive Floor-Ceiling or Roof-Ceiling Con- pound has set. The face plies are additionally fastened using 5- struction: The construction consists of a double wood floor with i 1 r Page 1 of 2 i i■■ ! (f�� Y ' • Page 2 of 2 Report No. 1018 r building paper between as set faith in Table No. 43-C of the Code joints in face layer 24 inches from base layer. Face layer also supported on good joists spaced 16 inches on center. One-half- attached to base layer with 11/2-inch Type C screws 2 inches back • inch thick Super Null-A-Fire (Type X) Wallboa,d is installed per- from butt joints and spaced 12 inches on center All exposed joints pendicular to the joists and is fastened with 5-penny nails are finished with Kaiser Joint Compound and Tape and fasteners spaced 8 inches on center along each joist across each sheet of covered with Kaiser Joint Compound. wallboard. The nails are located % inch foam the long edge and H. KaiserVEd a Backerboard or Acoustibak: Where Kaiser a minimum of Mi - g inch from the hutted ends of the wallboard. All exposed joints ale finished with Kaiser Joint Compound and Tape Gypsum Wallboard (Regular core) or Kaiser Null-A-Fire (Type and fasteners covered with Kaiser Joint Compound. X) Wallboard are called for in wall and ceiling assemblies above i 1. As an a3temate method of construction, the board may be as finish layers, with joints and angles filled and taped, Kaiser applied to 2-inch tbyo 2-inch wood furring strips supported by t-Edge Backerboard (Regular cote) or Acoustibak (Type X) Kaiser Resilient Ceiling Clips attached to joists as described above. may be used without taping and finishingr of the joints,type provided gyp- The wallboard is installed perpendicular to the furring strips and the thickness of the Backerboard or Acoustibak. the of attached in the described manner. sum core, and the type and spacing of the fasteners are the same as for the Gypsum Wallboard or Null-A-Fire described. 2. As an alternate method of construction the board may be applied to Kaisci Resilient Strips as described above (E-3). I. Identification: The wallboard is identified by the printed 3. As an alternate, Kaiser Fir-Tex Rated Sound Deadening words "Null-A-Fire (Type X)" on the face of the board unit Board may be installed over the subfloor and under the finished alone the tapered edge. The V-Edge Acoustibak is identified by flooring in accordance with Section 1705 (g) of the Code. continuous face printing as follows: Ns-inch (or i/z-inch) KAISER 4. As an alter note method of construction, the double wood TYPE X. Backerboard is so identified on all package labels. floor may be replaced by applying a 1/2-inch interior-type plywood, The Super Type X wallbomd is identified by words "b -inch with exterior glue, subfloor to the joists with 6-penny nails spaced -hype X Super Null-A-Fire" continuously face printed along the 12 inches on center. Over this, a layer of ti-inch Kaiser Gypsum tapered edge of each board. The same wording appears on the Acoustibak is placed loosely and a layer of Ne-inch particle board bundling tape of each package. or 1/2-inch Kaiser Eii-Tex Nail-Base Sheathing stapled to the sub- Kaiser Fir-Tex Rated Sound Deadening Board is identified by Hoot with 15 -inch staples spaced 3 inches on center on the edges the words, "KAISER FIR-TEX RATED SOUND DEADENING of the panels and 6 inches on center in the field. BOARD" embossed into the surface and the same name is printed 5. As an alternate method of construction, the double wood on the package label. floor may be replaced by applying a 1/2-inch interior-type tongue Kaiser Fir-Tex Carpet Board is identified by the words,"KAISER and groove plywood, with exterior glue, subfloor to the joists with FIR-TEX CARPET'BOARD"printed on the surface. 6-penny nails spaced 12 inches on center. Over this, a layer of J. Nails: Nails shall be of penny size described for coated or 1/2-inch Kaiser Fir-Tex Carpet Board is stapled to the subfloor with plain cooler or common nails meeting Federal Specif"cation FF-N- 114.-inch staples spaced 3 inches on center on the edges of the 105B or equivalent Parkerhead DriTite nails (see Research Report ' panels and 8 inches on center in the field, or strip laminated with 1582). 6-inch wide ribbons around perimeter and 16 inches on center in the field of the panel with approved adhesives. III. Evidence Submitted: Reports on the results of fire tests made on standard wall and floor panels in accordance with U.H.C. "_ I i G. One-Hour Fire-Resistive Floor-Ceiling or Roof-Ceiling Con- Standard No. 43-1 are submitted, , i struction: The construction consists of a double wood floor with building paper between as set forth in Table No. 43-C, item 27 of Recommendation the 1973 Edition of the Uniform Building Code, or Alternate Con- IV. Recommendation: That Kaiser Gypsum Wallboard (Rego- 1 stritctions of items E and F above, and any suitable wood framing, far core),Kaiser Null-A-Fire (Type X),Kaiser 1/2-inch Super Null- such as ceiling joists, lower chords of pitched or flat roof trusses. A-Fire (Type X) Gypsum Wallboard, Kaiser 1/2-inch Acoustibak, etc. The maximum spacing of framing members shall be 24 inches Kaiser Fir-Tex Sound Deadening Board, Kaiser Fir-Tex Carpet I on center. The ceiling consists of two layers of 1-inch Kaiser Board, Kaiser Fir-Tex Nail-Base Sheathing, Kaiser Resilient Strip, Null-A-Fire (Type X) Wallboard. The first wallboard layer is in- and Kaiser Resilient Ceiling Clips installed as set forth in this re- stalled perpendicular to framing members and fastened with 6- port are alternate fire-resistive materials to those specified in the penny nails spaced 24 inches in centers. The second layer of wall- Uniform Building Code for the uses noted. board is applied perpendicular to the framing members and fastened with 8-penny nails spaced 12 inches on center. Stagger all This recommendation is subject to annual re-examination. �!r , th t N AUSTIN K. VAN DUSEN, AIA 3549 N.E. 165TH STREET • SEATTLE, WASHINGTON 98155 MESSAGE REPLY TO MR. RAY IVERSEN, BLDG. INSPECTOR DATE CITY OF ANACORTES P.D. BOX 547 ANACORTES, WA. 98221 DATE 27 APRIL, 1976 JOB NO. 111-16 -BLDG. VALUATION COMPUTATIONS: BLDG. "A". 12 UNITS ! 807 SF/UNIT + 68 SF/UNIT FOR STAIRWAY a 10,500 SQ.FT. LAUNDRY 700 SQ.FT. 11,200 SQ.FT. 11,2oo(26.60/SF)(o.98) 291,961.60 BLDG. "8". 8 UNITS @ 807 SF/UNIT + 68 SF/UNIT FOR STAIRWAY = 7,000 SQ.FT. 7,000 (26.60)(0.98) 182,476.00 BLDG. PERMIT FEE CALCULATIONS: "A" 1ST 100,000 VAL'N. 287.00 "8" 1ST 100,000 VAL'N. 287.00 BALANCE (192,000x1.50/1000) 288.00 BAL. (83,000x1.50/1000) 124.50 C.575.00) 'CA11..50.., P/C FEE (575.0oxo.65) 373.75 P/C FEE (411.50x0.65) 267.47 TOTAL 948.75 TOTAL 678.97 PLANCHECK FEE OF 641.2 PAID. BY SIGNED corm rvrvi3wam.owmg eoara,m ,ao.Sos,pans,res vszz, ' CZEP YEL.LOW COPY SEND WHITE ANO P Ai< OOP E5 INTACr YR TE REP„ OE„Cn S KE„ P CCan RETURN µH TE COPY Ta ,ENDER PLAN CHECKING PRODUCT RESEARCH CONSTRUCTION INSPECTION DESIGN CONSULTANT CODE CONSULTANT PRODUCT & MAT'L. EVALUATION ARCHITECTURAL DESIGN FIRE PROTECTION AUSTIN K. VAN DUSEN, AIA CONSULTING ARCHITECT 3111411 N.M. IS/TX /T•. WASHINGTON /•1// (SOS) 382-104/ PLANS EXAMINATION REPORT DATE: 27 APRIL, 1976 PLAN CHECK NO. 111..16 JURISDICTION: ANACORTES PROJECT: 20-UNIT APARTMENT COMPLEX STATE: WASHINGTON PROJECT ADDRESS: 24TH ST. & "0" AVE. OWNER: FOREST INVESTMENT CO. ARCHITECT: LEACH, THOMAS & GREINER VALUAT ION: "A"(292,000),"B"(182,500)ENGINEER: CONSTRUCTION TYPE: V1-HR. OCCUPANCY CLASSIFICATION: "H" "A"(48) ,"B"(32) FIRE ZONE: 3 STORIES: 2 OCCUPANT LOAD: LAND USE: R-3 FLOOR AREA: PLANS EXAMINERS: AVD, WI "A"(11,200) ,'B"(7,000) ACTUAL: ALLOW: 1973 UNIFORM BUILDING CODE BASIS FOR ALLOWABLE INCREASE: 1. A SEPARATE BUILDING PERMIT IS REQUIRED FOR EACH BUILDING IN THE COMPLEX. SECTION 301(A). 2. IN BUILDING "A" ONE UNIT MINIMUM MUST BE EQUIPPED TO CONFORM WITH THE REQUIREMENTS OF ANSI A117.1, BARRIER-FREE DESIGN CODE FOR THE HANDICAPPED. WASHINGTON STATE BUILDING CODE. THIS UNIT SHOULD BE IDENTIFIED ON THE SUBMITTED DRAWINGS. 3e IN BOTH BUILDINGS, A 32-INCH MINIMUM WIDTH ACCESS SHOULD BE PROVIDED IN TOILET FACILITIES. 2'-4" DOORS DO NOT COMPLY. SECTION 1711(B). 4. IN BOTH BUILDINGS, UNLESS SPECIFICALLY ALLOWED BY A RESEARCH RECOMMEND- ATION OR SUBSTANTIATED WITH TEST DATA UNDER SECTIONS 107 AND 107, SPEC- IAL COVERINGS FOR FLOORS, BALCONIES, ETC. CANNOT REPLACE ANY PART OF A FIRE-RESISTIVE ASSEMBLY IN REFERENCE TO FOOTNOTE NO. 14, TABLE NO. 43-C. ATTENTION IS DIRECTED TO THE SECOND STORY FLOOR ASSEMBLY. 5. IN BOTH BUILDINGS, FLOOR-CEILING AND ROOF•-CEILING ASSEMBLIES ARE REQ'D TO BE ONE-HOUR FIRE-RESISTIVE. SUCH ASSEMBLIES SHOULD BE IDENTICAL TO ONE OF ITEMS NO. 22 THROUGH 27, TABLE NO. 43-C, FOR FLOOR-CEILING ASSEM- BLIES. ALSO, THE GYPSUM ASSOCIATION DESIGN DATA MANUAL LISTS VARIOUS APPROVABLE ASSEMBLIES. SEE ALSO THE ICBO RESEARCH PERMITS FOR APPROVABLE FLOOR-CEILING ASSEMBLIES USING LIGHTWEIGHT CONCRETE SURFACES. 6. FIRE-RESISTIVE SYSTEMS INVOLVING WOOD TRUSSES SHOULD COMPLY WITH APPLICABLE RESEARCH RECOMMENDATIONS PROMULGATED BY THE ICBO RESEARCH COMMITTEE. CONVENTIONAL FIRE-RESISTIVE SYSTEMS USING WOOD JOISTS ARE NOT APPLICABLE WHERE WOOD TRUSSES ARE USED TO REPLACE JOISTS. REFERENCE IS MADE TO ITEM 10, PART II , RESEARCH RECOMMENDATION NO. 1000; ONE-HOUR CEILING CONSTRUCTION, PART II , RESEARCH RECOMMENDATION NO. 1352; OR ITEM C4, PART II , RESEARCH RECOMMENDATION NO. 1602. NOTE THAT ALL REQUIRE DOUBLE GYPSUM BOARD WITH RESILIENT CHANNELS BETWEEN. PLANS EXAMINATION REPORT JOB NO. 111-16 20-UNIT APARTMENT COGEX (2) 27 APRIL, 1976 7. NO APPROVAL LISTING HAS BEEN FOUND ALLOWING DETAIL 7/A4 OF THE SUB- MITTED DRAWINGS TO BE USED AS ONE-HOUR FIRE-RESISTIVE WALL ASSEMBLY. SUBMIT A REVISED DETAIL CONFORMING TO APPROVED ASSEMBLY LIST IN TABLE NO. 43-B ( ITEMS NO. 74 THROUGH 79); U.L. APPROVED ASSEMBLY (SUBMIT COPY OF LISTING SHOWING DESCRIPTION); APPROVED ASSEMBLY FROM THE GYPSUM ASSOCIATION DESIGN DATA MANUAL; ICBO RESEARCH RECOMMENDATION LISTING; OR OTHER TEST SUBSTANTIATED DATA. 8. IN BOTH BUILDINGS, EVIDENCE SHOULD BE PROVIDED THAT THE TRUSSES HAVE BEEN BUILT UNDER AN APPROVED QUALITY CONTROL PROGRAM, ADMINISTERED AND INSPECTED BY AN APPROVED INDEPENDENT INSPECTION AGENCY UNDER THE ICBO RESEARCH PROGRAM. 9. IN BOTH BUILDINGS, EACH DWELLING UNIT REQUIRES APPROVED DETECTORS OF PRODUCTS OF COMBUSTION IN ACCORDANCE WITH THE REQUIREMENTS OF U.B.C. STANDARD NO. 43-6. SUCH DETECTORS ARE TO BEAR THE ICBO RESEARCH REPORT LISTING. 10. IN BOTH BUILDINGS, MECHANICAL VENTILATING SYSTEMS IN BATHS SHOULD BE DUCTED DIRECTLY TO THE OUTSIDE. SECTION 1305(x). 11. IN BOTH BUILDINGS, PROVIDE ATTIC ACCESS REQUIRED BY SECTION 3205(A) . 12. GLASS AND GLAZING SHOULD COMPLY WITH THE REQUIREMENTS OF CHAPTER 54, TYPE AND THICKNESS OF GLASS SHOULD BE SPECIFIED. 13. SEE ADDITIONAL NOTES ON THE SUBMITTED DRAWINGS. 14. SUBMIT TRUSS DESIGN AND DETAILS TO BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. 15. SPECIFY ALL SHEAR WALL AND FLOOR DIAPHRAGM NAILING SCHEDULES. SEE DETAIL 7/A4. 16. USE 2x8 HEM.-FIR #1 0 12" o.c. FOR ALL FLOOR JOISTS WHEN SPAN IS OVER 12'-0". SEE MARKED CORRECTION ON SUBMITTED PLANS. 17. PROVIDE ADEQUATE SUPPORT FOR ALL BEARING WALLS. SEE SHEET A4. 18. 4x10 AND 2-2x10 ARE NOT INTERCHANGEABLE IN ALL CASES. USE 4x10 AT DETAIL 5/A6. April 13, 1976 Austi , K. Vanpusen, IA 3549 Corth East 1 th Street Se ttle, Washing on 98155 Reference: Bayside Apartments 20 Units - Anacortes, Washington Dear Austin: b, Enclosed you will find our check in the amount of $641 . 22 for the plan check fee for the above referenced project. i' Please proceed immediatley with the structural plan check. ,� Please advise should you have any questions . Sincerely, FOREST IiVLSTM13.:T COCF.T In N_ �9 .tZeen Annette M. Wood Secretary/Treasurer A AMW/nh 1 Enclosure / cc: Mr. Ray Iverson Building Inspector City of Anacortes Post Office Box 547 Anacortes, Washington 98221 i F 1}{ 5 } FOREST INVESTMENT CORPORATION 10655 N.E. 4TH. / SUITE 805 BELLEVUE, WASHINGTON 98004 PHONE: (206) 454-8433 TO City of Anacortes AT Anacortes Washington SUBJECT Payment Advice DATE june 18 , 1976 Dear Sirs; Enclosed please find our check in the amount of $1, 145 . 00 for the sewer hook-up charge for the Bayside Apartment complex, per our agreement. �Q Colleen M. Murphy/F.I.C . ✓� 1 ‘ . cis 4,Q, A . � vv �6 1. 9 frSIGNED DETACH AND FILE FOR FOLLOW-UP AUSTIN K. VAN DUSEN, AIA 3549 N.E. 165TH STREET • SEATTLE, WASHINGTON 98155 TO DATE MR. RAYMOND IVERSEN BUILDING INSPECTOR CITY OF ANACORTES 1 P.O. Box 547 ANACORTES WA 98221 DATE APRIL 8, 1976 ON MARCH 24, 1976 I RECEIVED THE PLANS FOR THE BAY- SIDE APARTMENT COMPLEX (JOB #111-16). I HAVE BEEN IN CONVERSATION WITH ANNETTE M. WOOD, OF FOREST INVESTMENT CORP. IN BELLEVUE, WITH REGARD TO THE PLAN CHECK FEE WHICH, PER YOUR INSTRUCTIONS, IS TO BE COLLECTED DIRECTLY FROM THE APPLICANT. MISS WOOD HAS BEEN APPRISED OF THE $641.22 PLAN CHECK CHARGE AND HAS INDICATED THAT THIS WILL BE FORWARDED TO ME IMMEDIATELY. SEVERAL REQUESTS HAVE NOT PRO- VIDED THE NECESSARY FEE. THE PLANS ARE BEING HELD IN STRUCTURAL PLAN CHECK PENDING RECEIPT OF THE PLAN CHECK FEE WHICH, PER SECTION 303(B) IS RE- QUIRED AT THE TIME OF SUBMITTING PLANS AND SPECS FOR CHECKING. WANTED YOU TO KNOW THE STATUS OF THIS JOB. CC: ANNETTE M WOOD 271 �+ 4 / - 5 , BY t�'vi✓3F /' • 1i61mir -'q,... "'(�✓'�l�d® SIGNED Form rv-rvT3u erne rna.�K ao.rINSTROOTIONS TO es ENDEP. """ta INSTRUCTIONS TO RECEIVER 0 GANIEL J. EVANS STATE OF WASHINGTON ,.,_LIAM C JACOBS ;. GOVERNOR DIRECTOR 'L DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON 'S REGISTERED AS F°..':IOED BY LAWA5 a {/ 1-CQNTRACTORwGENERAL , I FOREST INVESTMENT CORP P SOX *73 g KENT WA 98031 ee ACCOUNT NUMBER EXPIRATION DATE 01RECT00. U 2t3SO1- FowREA$&A4299Nr 1 09ITp1,06 • • (90 ifci � x.x "4vx,xy xyx ' ta\tV9x9♦ /\/eyxie' x�• ♦� i<0x911,• ,•�•r i:0.0464 �� �e 4•• •Ix�• 4f.•/f}2 ��i�tiAl V,•1 y•l,y y•1_ 1^1_ xl••1,•N,Is•l .�,.►s.l .y.� a�.y..1. .►5_L.�.st.y..1..1..lc.hy,.1?+;1 �►�.h�ht.h_h.IIS `E; Np - 4S4 CITY OF ANACORTES 1 MUNICIPAL LICENSE, 1976 3, `q1, ,y 1 r.. • in. Nr ri Forest Investment Corp. , ,1 10655 N.E. Fourth #805 the above having made application for a City of Mecums Municipal ' \it License for the year 1976, as provided under Chapter VII of the Off l- Ifir Bellevue, Washington 8004rx' { 9 crel Code of Ordinances of the City of Anecares, and having agreed �� C 50.00 to comply with all provisions of said Coda Including the paN+atnt of rr:` such taxes as may be applicable, is hereby granted permisswn for Apart. Bldg.9 maintaining the above-described business within the corporate limits ' of the City ofh all rove c This license is taken and held subject to all ordinances ard'rmgula: trons of the City of Anacortes, existing et-he time of its-1Sspande or 3_�5_�6 ®� / which may hereafter be enacted or adopted and is subject to revoca- • CCCRRa .r4 non in such manner as may be prescribed in the Official Fode of 11 DATE r CITY CLERK Ordinances of the City of Anecortea. it.,1:: ,rhoh slal:.t. 1,_t;h0 tih ►ea �: / _t 1� . t r�,-,atac•t @t1,.xr •4C4tt •/ -<hr..t$Je rif S.an Board of Adjustments February 5, 1976 i_ i The Board of Adjustment meeting was called to order by Chairman Charles Biel at 7:30 p.m. Members pxnesent were Norwood Young, Charles Kiel, George Mehla. Absent: Ned Andrich, Charles Mason. Mr. Kiel asked the Boards pleasure on the minutes of the previous meeting held December 18, 1975. The minutes were approved as if read. Vote: All Ayes. Mr. James Rice, on behalf of Don R_.well, had the first variance request which was a variance to attach a carport to the west end of house. Carport to be within 6' of property line. Ten feet required sideyard. Mr. Rice stated that property from the west is 10' from the property line and there were no complaints received from any of the neighbors. Mr. Norwood Young moved that the variance be granted. Mr. Mehler seconded the motion. Vote: All Ayes. Mr. Conrad Johnson had the second request - 900 33rd Street - for a variance for existing 4-plex for lot size to be changed from 11,500 ft to 10,000 ft as presently being used. For the purpose of obtaining an Occupancy Permit from the City. Mr. Young brought up the point that this variance was brought to the Board by Mr. Coughlin and denied. Considerable discussion took place. Secretary was instructed to show in the minutes the following: "This is an unique situation where the building is already in existence the reason the Board is granting this variance is the hardship it causes the owner due to the lack of an Occupancy Permit." Mr. Mehler moved that the variance be granted. Mr. Young seconded the motion. Vote: All Ayes. Forest Investment -Cooporation had the third request which was a variance in minimum sq ftg from 43,500 to 43,357.5. This represents square footage of about z of 1%. Mr. Ledbetter stated that apartments were going to be built on this land. Mr. Mehler made a motion that the variance be granted. Mr. Young seconded the motion. Vote: All Ayes. Mr. Mark Egertson had the Louth variance request which was a rear, setback allowing 14'5", over a 20' setback. He wishes to add a family room on the back of the house which would put it only l4'5" from the property line. Mr. Egertson stated that he had talked to his neighbors and they have no objections. Mr. Mehler made a motion that the variance be granted. Mr. Young seconded the motion. Vote: All Ayes. Meeting adjourned 8:15 P.M. Laura Babarovich Secretary • GW,c .1 "'• Fr Ateee "i ri.y. ' / X (—r"r& Yz ) J' L •.�. •KFk:P ..�,,.. .)' .. � .. �'% .t:f- t,EW4'vy!`�.�_ .i {Q,:.� - •�.f a.� l.� { e (-- k)c �.U,.%'i4k'.".Ti�./ti, -t A. 7541 tat f `ej j..(� .r': ,.f,. . '.. 0-�t.1, I!I III COMPLAINT Pate cg—(9 — 7s— Time /D: ,) Ayti Phone number ___---Nme CIAL4 A sige44 Arnitts.5 Oty.444. Vritki aakA-D— To: Street Dept. ( ) ..ewer Dept. ( ) Water Dept. (A) Park Dept. ( ) Cemetery Dept. ( ) Engineering ( ) Office ( ) Sanitation Dept( ) Building ( ) Complaint: - !lit,co C4,4A ciet,inte- -ictorwit, ct.,t -1/4tert &-kttt'ed -4.0A-t ''L Received by(504,1440_414 Report: Handled by Date Y- 2 e 3c //- () if) e o cc, N. E . k4 ofOS . E . 34 SEC . 'an - 35 - I 4 SCALE I" - 100' Rat 12 - 63 F. S. 20 fh ST. • t • , 1 t t 1 t ✓� i P. J r J t- 2/ st _ �/_ J ST _ - - - - a E 21 sz • / . r 1 1 , "1 Q D . A D D' a . +4' €1." fig„ns -- r'cC4AA ) t a,9'8u1i''� `..�,.i P. c,r,"rr'' ;.C. y,,yyi —__�— D a '� A.v clCO2T 6� c—C aL StNF. O / JCq \0.4k N _ __ i ' OO PUY NGnI'T4 ( 0- / 40 -C-uNnaP`� t 4/ \ 0 0-/37 11 'NI Se Ln\L'6UUC+ t ... r N o-043 a M1 DISTRICT o i 3 a ; . 1-----f catiP� I' I 03 c, • z ti9 a r _�O_ pp�yIs <<, -� pN .p UacOrT£ S 2 1, j a�® ) 1 Tab i 1 .L kkfifi '2z r n LOO . fi 1 Cd^'�' o-l u z. - - i Jo- _ 4 I�l '� 0139 cc�ti Yy V I)..m�., E Peter' , xr . N OSP1-t)1_ GIST ? ar t.11 6ri:nE u33t3 "er oClnt ea{ g;ar:± C.C,t"on-Cs {7 � fil C GG k's t7• ., O 02c,t o o., -$ 'J6 �.�(t o to - -' -. u p 1 _ [ 1 ° v • f es. - - ncs4 v G,p-O hoZ 1 0 uo ;y w yyr-h' ,Le0.ye9 b p tnty 1°'°°yl')J $50411 iArN 1 L1179 11 br.L99 - L.c :c11 -1d.:_1dS01'1 '`'ems ° .s, Liare.ill 3 nzao (+ 1 e ( v.) O<953 1 , 16 iO • 4 1 n rILNn JJ LnbSoq eu� 71 v!i^.L 6.0 .rr„r N t2zo7,..9 f '� �}G A. zz� 9 % o+.. C . IA / /-0� LZLLh V A '� U a 9v9Fb5 t �V 1 -10 H� t .53e0>an T{ N ccs,9 8 a j 0 aa ' © £O 4i°9 beo-o 3 , it vy ,- o .r ' G Vr.a� d tZ iVdvNBI ` rr 82 / -0 10 / 81S / 0 'V ,Z V � -. t- Th Y" - Sbo-o ,ya n r F"• i. �74r ill•fl at N. LF/-0 ° 7.�+1vroq 7 isa �� � -Cr hL1u0Msn. 0 �_ C'dVb JO� Q JN'is not! n, 1 51tisOay MH t 0 1 , p ,yt' y ... -P- . V M /L,Jj:,1 J�Zid 'd- 1.: 14 g . ._�HliLy s fr. et VVb of uia3 ° - - -ice' 4.4 a -- - - 1S Pu a o- y- _ ' y „ a ______ _1 • 1 }C7 ® d . ° ON O n Z. 1 L Is 1 r 1 1 i 1 • 1 ' 1 S i a 3 7 �S' lV 3 H 1 • j. 1S • 4/ Ol 'S A £9 - Z1 -nnu .001 • •i 31VOS � (7) • C REDOBD OF FINDINGS OF FACT BY BOARD OF AWUSTEENT IN ALL CASES • • + Forest. Tntrp -tment Corr - iw R Woad - 211th & "0" Ave. • Requesting variance in minimum square footage from 43,500 to 43,357.5. I This represents square footage of about z of 1%. DATA • DATE THIS APPLICATION FILED 1-14-7.6 1t2ICE OF HEARING 1-20-76 DATE OF HEARING 2-5-76 .POSTED 1-20-76 ir SIGNED ' �Gf �� � 7% /%� L2•'totti t Secretary of Board SION granted Application or appeal is accordance with the terms of the following - order: • - • Date .--9 J .5 / 76 ' ! /1 C CL e 24 . /i� .`/•f CrZ'%� / / Secretary!, Board of Adjustment ti - • • p , IU.`:".il OF ZONING ADJUaT':ncr a,+✓�,'' 2w�n �5 o fg a‘2-944 3 cap° = January 13, 1976 � �/� Appellant Forest Investment Corp dress 10655 N. E. 4th Bellevue, 'dash. 9E004 I >0p,.Q `P< .43r S o o b i 4 ' Qe7740 "nA_ 43J357,5uw-ae. Above .;c_Tress Above 7 yi ?focation of property LONG Property at 24th and "0" Avenue Street and number Tax Acct #243501-0-100-0009 and #243501-0-099-0002 F Subdivision and Lot Number VARIANCE REQUEST: 8-7.46 Section 7.2.3 RecruestinE variance in minimum square footage from 43, 500 to 43,357.5. This represents square footage of about z of 1%. 1. Facts supporting owner' s contention that land and/or structures in question cannot yield a reasonable return if used only for a purpose permitted, and in accordance with other requirements of the (district) zone in which the land and/or structures are located. All other zanily, minimum requirements are met or exceeded as follows: Lot coverage allowed 35%, actual coverage 22%. Parking required 20, actual parking provided 27. To have 19 - 2 bedroom units and 1 - 1 bedroom unit would not change floor area of building. 2. Facts supporting owner' s contention that his plight is due to unique circumstances which are not the general condition of the neighborhood, and are not the result of the owner' s oin action: • 3. Facts supporting appellant' s and owner's contention that the use requested, if established, will not be of a general classifi- - cation, differing with the essential use provision of the (district) zone in which the land and/or structures are located: Setbacks meet or exceed minimums. Submit drawing or map as required. Previously submitted. Fo e t enves ent C poration Signature � W. R. Wood, General Manager LEGAL NOTICE CITY OF ANACOi:TES NOTICE IS HEkSBY clIV1ai that on February 5 , 19 76 , at 7.30 p m . within the City Council Chambers of the City Hall, of ,the City of Anacortes, Washington, a public hearing will be held by the Board of Adjustment to hear the requests Of Forest Investment Corp for: Variance in minimum square footage from 43,500 to 43,357.5. This represents square footage of about i of 1%. Anyone to speak for or against this will be heard at that time. 2 ( f U / (5 &Alice//V iCd City Clerk DATED THIS 20 DAY OF January 19 76 ti January 16, 1976 Mr. W. R. Wood Forest Investment Corporation 805 Seattle Trust Building Bellevue, Washington Dear Mr. Wood: Enclosed is a copy of the Planning Commision's Minutes for January 14, 1976 per your request of January 15th, 1976. As you can see by the Minutes, your site plan was not considered as no one was in attendance to present the plan to the Commission. In order to establish another date to meet with the Commission, please contact Mrs. Ida Rolph, Planning Commission Secretary at City Nall - Telephone: (206) 293-5171 . It is my understanding that you also have an appointment with the Anacortes Board of Adjustment on Thursday night, February 5, 1976 at 7:30 P.M. in the Anacortes Council Chambers. I hope this information is of some help. Sincerely yours, CITY OF ANACORTES David M. Ford, Jr. , P.E. Director of Public Works DF:cm Enclosure — f? in net eAdof/-d5 cc: Ida Rolph Ray Iversen,/ o Building Materials and Services Division Boise Cascade P.O. Box 1843 Bellevue, Washington 98009 (206) 454-3021 June 11, 1976 City of Anacortes Anacortes Washington Attention: Mr. Iverson - Building Inspector Dear Sirs: I have sent you three copies of the engineering needed for the trusses on the Bayside Apartment job. We are supplying the trusses to Forest Investment Corporation. If there are any questions pertaining to this, please call. Thank you. Very truly yours, BOISE CASCADE BUILDING MATERIALS & SERVICES Mike Davis Contractor Sales 1p � ,' L �tlP THIS DRAWING HAS BEEN REDUCED +—�L` �� % - ._____DNE HALF SCALE /V FF NN ((�qq1'F/� GIVEN SP�CIES AND GRADE HEM FIR I i'M7A M,IYMJLIVI A66 MER 2l I LOVABLE _. _ FOR NO.2 NO.3 N0 HEM.FIR HEM-FIR DF LAfl DF-LAR N0.1 MAR 1HODf HEM FIR OF LARN0.2 EEL.cm SIR DNS NO 2 DF-LAfl MSR 210M OF LAP OFLAa 1.6E CCMSaill ��� BB.- 4] is-0 DNS SEL BTfl. 18E SEL.STP OrvS-NO.1 nom CHORD MSR 2)COf MSZUIE OUI ®� 52E 22E ® 48' �" 45� 4• TOP CHORD 41' 55_2 ma �2._�0.. 2G 1111111123111 93' 11.. _ eorrom CHORD ZS.4 _ .• • • F L 3 E cEEDS 10�-3t REVIEW 2X4 BoT TOM CHORD DE FLEG7�ON• WEB MTUTIO • NOTE: WHEN f X J01�4SUBSTITUTION OF ANY MATERIAL. OF THE SAME SIDE IS PERMITTED.IF TAKEN FROM THE LEFT OF THE DESIRE ��. • JOINT JOIN IT 6t JOINT L JOINT 2_ JOI----NT 3 A A A R P r I a DOUBLE CUT �"� ;EQUAL UCTURAL NOTES EE EC6F CDD IN NSLFONOANC1/2 WITALLATESTE CONTIOON OOF W000NI ORM UILDING CODE AND"DESIGN 16 �y L se ES /e I(vfJO LV BEP B LOAD cm_ PF PLATES -�- TOP CHOPO P.�G SOP CH00.0 lL 1�.4 �F BOTTOM CHORD DL O 4' TRUES BEADING 2 (� A7 I © . J011.1TQ TOTAL `L OR PSF. Zb I,T • 6�A''r, H O _ O LVMBEP L STD ]5'].35]OR'35'0 MOISTURE CONTENT SMALL NOT J PLL EVMRER 4% l CONEOF AI I B 1• E%CEEO 15t�<%AT LIME OF FABHICPTION. v`, jZ VII % PLATES n• C�> 0B G, JOINT 3 eJl COMBO LOCK CONNECIOP PLATE I$M "FEAAcTUHEO iRT3 20 GA GALV STEEL WITN A M } WIDTH THEfOLOlOW11NG PLLOWABLE LOAOSwI EPOVN05 PEp 50VA0.E INCH OF EFF ECi1VE OCONTPCT \ Z IE L�i� \ WIDT CONFORM PM TO C B O PEPOflI NO Ifi9i ANO MAY BE INCREASED FOR DURATION OF LOAD If. GI ACCORDANCE WITN 11 H C 2SISS lC1 A DI AC�RAi�i //�1qq//���`'' STRESS 'I DIRECTION OF LOAD WITH. ' RESPECT TO TH£LENGTH pOUGLAS FIR LARCH I 1111191 1••30 Q• 1I ��/� OF THE PLPT 3N etrOESWEI JOINT 2NC) `NT"0�212 N5^ TpLLVLATES ON EACH FACE Oi TRU55 AT EAC MEMBEFSSPOHhIILOBE CVTEANOI11GGEOATOPPrt0.t. OEmilMEMBER,UNLESSOTHERWISEDIMENSIONEDBRICA OA , ' Q , - VIDE A TIGHT FITTING JOINT IN PCCOPOANCEWITH U B L STDS 5£C.25.L13fl lAl- PLATES SNALL_tt,�3L 3 NOT BE INSTALLED WHERE KNOTS OCCUR UI }AAA THIS DRAWING IS FOR THE SIGN DCSIGN ONLY THE BUILDING ARCHITECT OR ENGINEER SHOULD 1 I 1 BE WNSUREO FOP THE DESIGN OF THE ROOf•FRAMING SYSTEM AND ANY R ENGINEER TE SHOULY • r r31DIOP FERMPNENT BRACING. • • O IU'T 6 • JEY R.DO I_ P.... UT liD__ ill . _J 01NT5 roortrr 20R. o PELTON QQ I K -(BUSS s�oDt 1/D Q -_ 3`cNmwif • i- NA a°41 4-ro 2. F IJ ►• i,T• f irie : , , 41,e/ ett" SPAK.1 5313'—ib 7 :.. MS y...IKEY • •�/ , n.LEn. ° /� P. <Ds.cH•°� r.L ammo co.1xc. :bl' .:eep F_4L�4'MX I _ / QAr.r.T. J PJS(OHAL�� ulloK E.Y rL.cvllncTw BMW aaasL�ee- .HS.. . > 5K�as �s" _ TRUSS ELEVA710f� f r " u..TLE.•. . i , - .,. r.;.. „.:.- '4_.>.:. .:.- - .. a.t _. , ..a.-4, . -._ . ��_. ti _. . _ - '7 RL� � ar,1u _ ,5.,L4r 9r','_*.+1- f .^ -t rar,?[a.,-x- : '.::', -4-:-. MA�cCOMB® LOCK TRU��`-. � ' VI "--.n'.St,Y v:"`;_i-H M.:x`_�...,..sZ.."'y:--py.-s_ :`::�_ - •yti2 :v.='_,... ��)..??? .-�.:7 5, .k. ;9,.. ?`' ® L J ••,-_ 5 t ,:t 1� 1 SYH AST. .I V>4- - `s: ' a4f3 R.pO .rvc FaF BY El ' i "` c 4ro12 FINK TRUSS ML PELTON i ' JOINT 4 I n ' ' `�''� AXIMUM SPAN 53-3 3-22-74 DATE W 1 \` <y p�jpp PO�.� �' - P.H.BOWMAN CO, INC. oanw 1 JOINT-3 \V CS/ONAA'N 4640 ONION BAY PLACE N E • 13861 5L5 1100 E-42G4-I'4X I - JOINT 2 - JOINT 2 SEATTLE WASHINGTON 9em5 _ THE FOLLOWING ALLOWABLE LOADS IN POUNDS PER SODA RE IMH OF EFFECTIVE D MAT BE ITACT AREA CONFORM TO NCREASED CREASED FOR DURATIONIOF LOAD REPORT EINCH JOINT 1 JOINT 1 AND o a C IN {CI a IN ACCORDANCE � OIB ON OF LOAD WITH LUmBER SPECIES I JOINT 0 JOINT 5 JOINT C. iOESFECT TO THE LENGTH '�/ OF THE PLATE DOUGLAS'FIR LARCH HEM FIR TRUSS ELEVATION 0°TO 450 SOS LaGN2 is,{B IN2 450 TO 90. Ca"PIN? 113 LA/N2 DOUGLAS FIR ®. 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VAN DUSEN, A l CONSULTING ARCHITECT 3134D N.E. 166TH ST.. SEATTLE. WASHINGTON 06166 (2061 363-1046 17 OCTOBER, 1976 C MR. RAY IVERSEN, BLDG. OFFICIAL P.O. BOX 547 ANACORTES, WASHINGTON 98221 FOR SERVICES RENDERED JOB NO. 111-18 PLANS EXAMINATION AND REPORT ON PLANS SUBMITTED FOR BUILDING PERMIT ON PROPOSED CONSTRUCTION OF FOUR APARTMENT BUILDINGS INCLUDED IN THE ANACORTES MANOR COMPLEX FOR ANACORTES MANOR ASSOCIATES. BUILDING "A" 261.62 BUILDING "B" 233.35 BUILDING "C" 218.72 BUILDING "D" 205.07 918.76 rx,<+.? s, x NOTE ❑ I3RAM� . „ Y;. '` •RHE Olw ING rOA RO .61(5p5.O 11A5 TXXAS 7522L 1 � AUSTIN K. VAN DUSEN, AIA 3549 N.E. 165TH STREET • SEATTLE, WASHINGTON 98155 MESSAGE REFILY, TO I MR. RAY IVERSEN, BLDG, OFFICIAL DATE P.O. BOX 547 ANACORTES, WASBINGTON 98221 TOTAL PERMIT FEES 1,413.50 DATE 10/17/76 JOB NO. 111-18 PLANCHECK FEES: — BUILDING VALUATION: BLDG. "A" (402.50x0.65) 261.62 BLDG. "A" 6,755 SQ.FT. 176,913.45 BLDG. "8" (359.00x0.65) 233.35 BLDG. "8" 5,640 SQ.FT. 147,711.60 BLDG. "C" (336050x0.65) 218.72 BLDG. "C" 5,076 SQ.FT. 132,940.44 BLDG. "D" (315.50x0.65) 205.07 BLDG. "D" 4,512 SQ.FT. 118,169.28 TOTAL PLANCHECK 918.76 TOTAL VALUATION 21,983 SQ.FT. 575,734.77 PERMIT FEE CALCULATIONS: BLDG. "A" 1ST 100,000 VALUATION 287.00 BALANCE 77,000(1.50/1000) 115.50 PERMIT FEE 402.50 BLDG. "B" 1ST 100,000 VALUATION 287.00 BALANCE 48,000(1,50/1000) 72.00 PERMIT FEE 359.00 BLDG. "C" 1ST 100,000 VALUATION 287.00 BALANCE 33,000(1.50/1000) 49.5o PERMIT FEE 336.50 BLDG. "D" 1ST 100,000 VALUATION 287.00 BALANCE 19,000(1.50/1000) 28.50 PERMIT FEE 315.50 BY SIGNED F.rm rv-N]3u 4)T ne ora wing Boa re,Inc,eo.T El NS T Teas]52u ', I NOTE-0-GRAMS .y THE DRAW NG ROARD.60X A5.DAIEA5,TEXA$)5221 AUSTIN K. VAN DUSEN, AIA 3549 N.E. 165TH STREET • SEATTLE, WASHINGTON 98155 M E E S .;A G, .E . -- R E P L Y '. T❑ DATE MR, RAY IVERSEN, BLDG. OFFICIAL P.O. BOX 547 ANACORTES, WASHINGTON 98221 P DATE 17 OCTOBER, 1976 JOB NO. 111-18 -RAY, THE DRAWINGS ARE BEING RETURNED TO YOU VIA U.P.S. ON JOB NO. 111-18, ANACORTES MANOR. WE HAVE REVIEWED THE CORRECTIONS BY TELEPHONE, AND I FIND NO REASON WHY WE SHOULD HOLD UP TH PERMIT ISSUANCE (EXCEPT THAT YOU DON'T HAVE THE DRAWINGS YET) . I HAVE REVIEWED THE PLANCHECK REPORT WITH THE ARCHITECT'S OFFIC$, AND WILL FORWARD A COPY 0 THE REPORT DIRECTLY TO THEM. THE REPORT IS IN TYPING NOW AND SHOULD BE IN YOUR HANDS BY WEDNESDAY. SORRY FOR THE HOLD- UP, BUT THE DICTATING MACHINE WENT ON THE BLI K WHILE I WAS DICTATING THE REPORT, AND I DIDN' REALIZE IT. THUS, WHILE I WAS IN DES MOINES FOR THE ICBO CONFERENCE, THE TYPIST WAS WONDE INC WHAT TO DO WITH A PARTLY DICTATED REPORT, VAN BY SIGNED Form N-N]3l1 TIT he ord wine Boa c0.Inc Boo 505,Dall as.Tones]5221 INSTRUCTIONS TO SENDER. INSTRUCTIONS TO RECEIVER. 1. KEEP YELLOW COPY. 2. SENO WHITE AND RINK COPIES INTACT WRITE REPLY OETACH STUB. KEEP PINK COPY. 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