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HomeMy WebLinkAboutPermit File BLD-2013-0519 2016 O Avenue (2) -s,'r Y 4.•00 City of Anacortes Invoice/Permit#: BLD-2013-0519 904 6th Street Applied date: 12/16/2013 ? , y P.O.Box 547 Issue date: 12/16/2013 - r/ ; Anacortes, WA 98221-0547 -\- Expire date: 06/16/2015 (360) 293-1901 Job Address: 2016 0 AVE Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221-2534 Project: APN: P57380 Remarks: Convert existing garage and carport into classroom, preschool and fully sprinkler the building with fire alarm system. Owner: LUTHERAN CHURCH OF ANACORTES Contractor: Address: 2100 O AVE Address: ANACORTES WA 98221-2535 Phone: (360) 293- Phone: License#: General Information: Fees: Building Valuation 90000 Plan Review Deposit 300.22 Construction Type v-b Building Permit Fee 923.75 Occupancy Group e Plan Review Fee 184.68 #of Lavatories 2 Mechanical Permit Fees 34.15 #of Water Closets 2 Plumbing Permit Fee 55.00 #of Clothes Washers 1 State Building Code Fee Resi 4.50 #of Clothes Dryers 1 Reinspection Fee 55.00 Total Calculated: 1,557.30 Deposits/Receipts: 1,502.30 Total Due: 55.00 C? —I - - 03 to _ -13 = 7 r•- of .••- r. rrl 9 F'. va CO al n 7 .t I t.J c.n Ti in m N O F-'- .. u' 7 ICI I r_n el- in rt I- I IiI O .t I:,J r- c [J, Ir• Si I C rI n' o 0 S 0 --I I%) 7 w7 0 cnxl— c... m fj .. C' N ,-I- = x r ?3 , n , CO •• x r- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAIS&, 3 IFI. CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMME.1C I:; HEREBY CERTIFY THAT I E-RE-A9-AN. EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PR4Vk l©11kIS1 OF LAWS , D ORDINAN ES GOVERNING14101c..S TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR 'rig:Et GRANTING'O * PERMIT D .ES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS-OF ANY OTHER uTATF4DFd LOCAL LAW REG.LATIN ORS.�-UCTION OR T, E PERFORMANCE OF CONSTRUCTION. / •-'„,, �' - i11 iJl AO „, �_n to a? .•. rI SIGNATURE 0 e f NE' OR Ali :IeV" D A NT ISSUED B e ,- = t T L G11 Anacortes Planning & Community Development Dept. Permit Center t. P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 9Qp¢e- Ryan Larsen,Planning,Community and Economic Development Director FAX(360)293-1938 Don Measamer,Assistant Director,Building Official November 20, 2013 Parsonage Remodel 2016 "0"Avenue Anacortes, WA 98221 Occupancy Group: Church A-3 Daycare/Preschool: Group E Occupant Load: Existing Classroom: 110-37 Existing Classroom: 101-23 Existing Classroom: 103-10 Existing Classroom: 114-12 Conference Room: 111-7 Total Occupant Load: 89 Building Code Edition: 2012 Automatic Fire Sprinkler System: Required Automatic Fire Alarm System: Required Use Zone: - R4 Total Floor Area: 2,985 square feet Type of Construction: VB The following are comments and questions regarding the plan review done on the above mentioned project. Please revise the drawings as needed. 1. Provide complete details for the entry stairs and ramp. Stair rise,run, handrails, etc. Please note the ramp rise is shown as 1:12 minimum slope 1:12 is maximum slope. 2. Based on a total occupant of 89 two exists are required, exit signs, exit lighting and panic hardware or these exists. Identify the two main exists along wit the signs etc. 3. Revise all notes to reflect the 2012 code Editions. 4. Provide complete details for ADA Restrooms. Thank you, CITY OF ANACORTES Don Measamer Building Official/Assistant Director of Planning Cityof Anacortes Permit#: BLD-2013-0519 . 'f 904 6th Street Issue date: 12/16/2013 P.O.Box 547 Expire date: 06/16/2015 Anacortes, WA 98221-0547 (360) 293-1901 Job Address: 2016 0 AVE Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221-2534 Project: APN: P57380 Remarks: Convert existing garage and carport into classroom, preschool and fully sprinkler the building with fire alarm system. Owner: LUTHERAN CHURCH OF ANACORTES Contractor: Address: 2100 O AVE Address: ANACORTES WA 98221-2535 Phone: (360)293- Phone: License#: General Information: Fees: Building Valuation 90000 Plan Review Deposit 300.22 Construction Type v-b Building Permit Fee 923.75 Occupancy Group a Plan Review Fee 184.68 #of Lavatories 2 Mechanical Permit Fees 34.15 #of Water Closets 2 Plumbing Permit Fee 55.00 #of Clothes Washers 1 State Building Code Fee 4.50 #of Clothes Dryers 1 Total Calculated: 1,502.30 Deposits/Receipts: 0.00 Total Due: 1,502.30 r c:a T1 I a. to 0 o Ln + ':.a tv THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR #r CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. r''I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISION. OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, TINE �= GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SI NATURE OF OWNER OR AUTH IZED AGENT ISSUED BY t Anacortes Planning Cornim unity Development Dept. Permit Center I. P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Q� Ryan Larsen,Planning,Community and Economic Development Director FAX(360)293-1938 Don Measamer,Assistant Director,Building Official November 20,2013 Parsonage Remodel V n , 2016 "0"Avenue Anacortes, WA 98221 Occupancy Group: Church A-3 Daycare/Preschool: Group E Occupant Load: Existing Classroom: 110-37 Existing Classroom: 101-23 Existing Classroom: 103-10 Existing Classroom: 114-12- Conference Room: 111-7 Total Occupant Load: 89 Building Code Edition: 2012 Automatic Fire Sprinkler System: Required Automatic Fire Alarm System: Required _ Use Zone: R4 Total Floor Area: 2,985 square feet Type of Construction: VB The following are comments and questions regarding the plan review done on the above mentioned project. Please revise the drawings as needed. 1. Provide complete details for the entry stairs and ramp. Stair rise,run, handrails, etc. Please note the ramp rise is shown as 1:12 minimum slope 1:12 is maximum slope. 2. Based on a total occupant of 89 two exists are required, exit signs, exit lighting and panic hardware or these exists. Identify the two main exists along wit the signs etc. 3. Revise all notes to reflect the 2012 code Editions. 4; Provide complete details for ADA Restrooms. Thank you, CITY OF ANACORTES n'uft2- w Don Measamer Building Official/Assistant Director of Planning ICI y_0 w `w LgND USE roc)* Ilia _It 4k -4001,6 Cornmercila Building Permit Applicatoorn City of Anacortes Building Department P.O. Box 547 Anacortes, WA 98221 -Street Address: 904 6th Street Phone: (360) 293-1901 Fax: (360) 293-1938 SITE ADDRESS: --0/ Q A- v e CONTRACTOR ❑Applicant PROJECT DESCRIPTION Name Q &Rt'�'a"t ,t # CoN •44, C t C.".). .�.. ' P4)e sow Address doe:J e_ le Ared. y y City/State/Zip ( � ""��` • !/ j/ Phone FAX State License# Exp PARCEL NUMBER City of Anacortes Business License:o Yes ❑No P 3 + 8 PROPERTY OWNER ❑Applicant LEGAL DESCRIPTION Name rlN to tc G� t4�"Ii Gt�C�j /4r'''�""'_' .2 ...xi. A•to - Address WOO 0 A yeede,42. City/State/Zip AceicoattS 4)4 ffr 2( PROJEST VALUATION Phone FAX r '°--0,44 -4;e101• (3 0 K E-Mail Address Number of Stories f Building Area: chitect❑Designer ❑Engineer❑ Applicant 1st Floor ilQ64r s.f. 2nd Floor s.f. Name_RFS(p 6 ,S4C 3rd Floor s.f. Basement s.f. Address /f 3 i TQ'3 i m Rd Lot Area s.f. Construction Type City/State/Zip A PS', af jZ-/ Use Zone Phone.3‘44•ri)-loree5PFAX Impervious Area E-mail Address jtp i E6)eavl„/,:,z Other(Describe) TENANT 0 Applicant LENDER ER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name 40444004 f A IN VALUATION PERIZCW. .20/ Address /X41404 C Name City/State/Zip /4.vuA� ,1 4,1. PAN Address Phone FAX City/State/Zip E-mail Address Phone No. CONTINUED ON THE BACK Commercial Mechanical Fixtures Fuel Type LT'Natural Gas ❑ Electric ❑ Wood ❑ Propane Gas ❑ Other Type of Equipment • Number of Type of Equipment Number of Fixtures Fixtures Furnace <=100K BTU Gas Fireplace Boilers/AC/Heat Pump Other Units Gas Outlets Ventilation Fans Gas Water Heater Range Hood Commercial Plumbing Fixtures Type of Fixture Number of Type of Fixture Number of Fixtures p Fixtures Toilet A Utility Sink Dishwasher Hose Bibb Hand Sink Water Piping Kitchen Sink w/Disposal Additional Fixtures Clothes Washer 044f 4.pi. C� / Electric Water Heater �� I HEREBY ACKNOWLEDGE IF HAVE READ THIS PERMIT APPLICANT AND STATE THE INFORMATION IS CORRECT,AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING ACITIVIES COVERED BY THIS PERMIT APPLICATION. WITH THIS PERMIT ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A CURRENT WASHINGTON STATE CONTRACTORS LICENSE AND A CITY BUSINESS LTC STOP WORK RS WILL BE ISSUED ON JOB SITES WHERE CONTRACTORS/SUBCONTRACTORS ARE WORKING WITHOUT P PER LI Od 11 a/3 C NT'S GNATURE DATE c Last Updated Nov. 9, 2012 • I I .s5 . ,, r- -I I I --S i. 12 min- I I RI 305 \ ct AN r 18min 1 j fr 1 'E N ,T--- 455 - t l j+ ! r C I 1 r \... 'if both closer and latch are provided (a) Front Approach. Pull Side (b) Front Approach, Push Side r -1 z j ; r.: >. j I E 1 \ 42 rain _ �n I �0 riii ri I 8 :� I 1065 \ 915 1 1 (c) Hinge Approach. Pull Side (d) Hinge Approach, Pull Side 12 min' o r � I 24 min V) I I ri;i :EC- 2 E - 1 G10 rl I1FA:41, 1 I. l EI '� iliMMMNI I , ., _54 min (1370) if closer is provided S * If hi tti:closer and latch are provided "* 48 min (1220) if bath closer and latch provided (e) Hinge Approach, Push Side (f) Latch Approach, Pull Side .f r ± # # 1 _24 mint_ c IQ tv _l. r aiiiiiL l 1 *48 ruin (1220) if closer is provided (g) Latch Approach, Push Side 404 Doors and Doorways 404.1 General. Doors and doorways that are part of an accessible route shall comply with Section 404. 404.2.3.2 Swinging Doors. Swinging doors shall have maneuvering clearances complying with Table 404.2.3.2. TABLE 404.2.3.2—MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS TYPE OF USE MANEUVERING CLEARANCES AT MANUAL SWINGINN DOORS Approach Direction Door Side Perpendicular to Doorway Parallel to Doorway (beyond latch unless noted From front Pull 60 inches(1525 mm) 18 inches(455 mm) From front Push 48 inches(1220 min) 0 inches(0 mm)3 From hinge side Pull 60 inches(1525 mm) 36 inches(915 mm) From hinge side Pull 54 inches(1370 mm) 42 inches(1065 mm) From hinge side Push 42 inches(1065 mm)1 22 inches(560 mm)3&a From latch side Pull 48 inches(1220 nun)1 24 inches(610 imn) From latch side Push 42 inches(1065 imn)2 24 inches(610 mm) 'Add 6 inches (150 mm) if closer and latch provided. 2Add 6 inches (150 mm) if closer provided. 3Add 12 inches (305 mm) beyond latch if closer and latch provided. 4Beyond hinge side. ANACORTES PARSONAGE REMODEL 3031 REGISTERED WI L ARD. CAS E STATE F WASHINGTON 2016 0 AVENUE LUTHERAN CHURCH ANACORTES , WA 98221 _.. .._. GENERAL NOTES PROJECT TEAM FIREBLOCKING FLASHING SHEET INDEX --PER 2012 IRC R602.8,(AND WHEN APPLICABLE R1001.16, R1003.13) GENERAL FLOOR PLAN Cont. A.F. ABOVE OWNER 2012 IBC,SECTION 1503 FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT WALL FLASHING:APPROVED CORROSION-RESISTIVE FLASHING ARCHITECTURAL A.F.F. ABOVE FINISH FLOOR OPENINGS BOTH VERTICAL AND HORIZONTAL AND TO FORM AN 1. CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY 7. PROVIDE MULTIPLE STUDS IN WALL AT POINT LOADS PER ( ) SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A ANACORTES LUTHERAN CHURCHWORKMANSHIP. ALL WALLS SHALL BE PLUMB AND TRUE. ALL PLAN AND LOADS PER PLAN AND AS REQUIRED. VERIFY ADJ. ADJUSTABLE EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY CS1.01 COVER SHEET/SITE PLAN ALUM. ALUMINUM MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY CONNECTIONS SHALL BE MADE SECURE ACCORDING TO LOAD TRANSFER TO FOUNDATION. 2100 0 AVENUE AND THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL A1.02 SITE DETAIL ACCEPTED CONSTRUCTION PROCEDURES OR AS SPECIFIED APPROX. APPROXIMATE FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: FRAMING COMPONENTS. tHE FLASHING SHALL EXTEND TO THE DI.01 DEMOLITION PLAN 8. ALL GLASS LOCATED IN AREAS LISTED AS HAZARDOUS ANACORTES, WA 98221 A2.01 FLOOR PLAN HEREIN OR AS PER THE 2012 EDITION OF THE INTERNATIONAL LOCATIONS PER IBC SECT.24 SHALL BE TEMPERED,OR 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED '� BD. BOARD PARCEL #P57380 A3.01 ELEVATIONS BUILDING CODE(IBC) IMPACT RESISTANT AND LABELED. FURRED SPACES NOT TO EXCEED 10'-0"HORIZONTALLY,AND AT THE TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL 2. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR ANYILLS BLK'G. BLOCKING CEILING AND FLOOR LEVEL. ENVELOPE.APPROVED CORROSION-RESISTANT FLASHINGS SHALL BE A3.02 SECTIONS CHANGES, ERRORS,OMISSIONS OR DEVIATIONS BY THE 9. MIN:20''W 24 HEGRESS SASH S5.7 SQ. FT. AREA.EMERGENCY 2. BOT. BOTTOM 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND INSTALLED AT ALL THE FOLLOWING LOCATIONS: A6.01 A7.01 INTERIORILS ELEVATIONS ��1� ✓ OWNER OR CONTRACTOR,EITHER INTENTIONAL OR ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL ARCHITECT HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS, �fl � C.J. CEILING JOIST 1)AT TOP OF ALL EXTERIOR WINDOWS AND DOOR OPENINGS IN SUCH "? ACCIDENTAL. FROM INSIDE WITHOUT THE USE OF KEYS,TOOLS OR CLG. CEILING COVE CEILINGS,ETC. A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF-FLASHING `'ry ;t 3. THE OWNER IS ADVISED THAT THESE DRAWINGS AND SPECIAL KNOWLEDGE.2012 IBC 1026.3-4 CONC. CONCRETE 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND �++ PHILLIP D. CASE WINDOWS HAVING A CONTINUOUS LAP OF NOR LESS THAN y (}} ASSOCIATED CONSTRUCTION DOCUMENTS ARE THE ONLY BOTTOM OF THE RUN AND WALL CAVITIES IN LINE WITH STRINGERS. INCHES OVER THE SHEATHING MATERIAL AROUND THE PERIMETER Clete ,d CONT. CONTINUOUS 15393 DECEPTION RD MEDIUM AVAILABLE TO EXPRESS THE INTENT OF THE ELECTRICAL OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE \ s DESIGNER AND CANNOT BE ASSUMED TO BE COMPLETELY ANACORTES, WA 98221 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS,CHIMNEYS AND ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED Y-)�f7�j Ct ��� 1. ALL ELECTRICAL BOXES ARE TO BE RATED BY CODE FOR D.F. DOUGLAS FIR FIREPLACES AT CEILING AND FLOOR LEVEL,WITH NON-COMBUSTABLE WHEN SPECIFICALLY APPROVED BY BUILDING OFFICIAL. 1 1/4_ \\ / ALL-INCLUSIVE. INSTALLATION. PH: 360.982.4069 DIA. DIAMETER MATERIALS. 1., it 4. IN ALL CASES, NOTED DIMENSIONS SHALL SUPERSEDE DIM. DIMENSION <)0013. - .1 C, SCALED DIMENSIONS. ELEVATIONS DN. DOWN 2)UNDER ENDS OF MASONRY,WOOD OR METAL COPINGS AND SILLS. 6. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR 1. VERIFY ALL DOWNSPOUT LOCATIONS PER LOT. DR. DOOR '�)•DIoZ - L NOTED FOR ANY PART OF THE WORK,THE DETAILS SHALL BE 3)CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. THE SAME AS FOR OTHER SIMILAR WORK. THE 2 GABLE END CONDITIONS: E. EXISTING BUILDING CODE 4)WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A `�`�_ �M� CONTRACTOR SHALL ASSUME CONSISTENT CONSTRUCTION ALL PLYWOOD SHEAR PANELS MUST EXTEND CONTINUOUS PRACTICES OCCUR IN AREAS WHERE DETAILS DO NOT FROM THE DIAPHRAGM U.N.O. THIS REQUIREMENT MAY BE EA. EACH WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION. INDICATE SPECIFIC MATERIALS OR PROCEDURES. TYPICAL ELIMINATED IF THE TRUSS MFR. PROVIDES AN ADEQUATE ELEV. ELEVATION DESIGNED PER: 2012 INTERNATIONAL BUILDING CONSTRUCTION AND INDUSTRY STANDARDS SHALL BE SHEAR OR DRAG TRUSS IN THOSE LOCATIONS. THE EQ. EQUAL CODE (I.B.C.) 5)AT WALL AND ROOF INTERSECTIONS FOLLOWED THROUGHOUT. ARCHITECT/DESIGNER AND STRUCTURAL ENGINEER SHALL EQUIP. EQUIPMENT ENGINEERED PER: 2012 INTERNATIONAL BUILDING 6)AT BUILT-IN GUTTERS 8. ALL FRAMING ANCHORS, HOLD DOWNS,AND SHEAR WALLS BE NOTIFIED OF SUCH A DECISION AND PROVIDED WITH EXT. EXTERIOR CODE (I.B.C.) SHALL BE SUBJECT TO INSPECTION PRIOR TO COVERING. APPROPRIATE CALCULATIONS PRIOR TO THE START OF WORK. F.F. FINISH FLOOR 9. ALL"T"STRAPS WILL BE INSTALLED AT THE FOUNDATION 3. WHEN A SHEAR WALL IS INDICATED ON THE STRUCTURAL FLR. FLOOR CODE DATA OCCUPANCY: E - EDUCATION FLOOR AREA INSPECTION. DRAWINGS FOR A PORTION OF A WALL,THE REMAINING FTG. FOOTING 11. TYP. EXTERIOR BEARING WALL: PORTION IN THE SAME PLANE SHALL BE SIMILARLY CONSTRUCTION: TYPE VB, SPRINKLER 2X6#2 HEM/FIR STUDS @ 16"O.C.w/DBL.TOP PLATE AND SHEATHED TO PROVIDE FOR A UNIFORM SURFACE. GALV. GALVANIZED LEGAL HENSLER'S 2ND TO ANA. SINGLE BOTT.PLATE. LAP SPLICES 24"AT TOP PLATES. GYP. BD. DESCRIPTION: LTS 9 TO 14 BLK 1 DEFERRED SUBMITTALS EXISTING FLOOR AREA 2,656SF 4. INSTALLATION OF ALL ROOFING AND WALL FLASHING TO BE GYPSUM BOARD329 12. THE CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW PER INDUSTRY STANDARD AND THE 2012 IBC.SECTIONS PROPOSED ADDITION FLOOR AREA SF ROUGH-OPENING DIMENSIONS WITH THE DOOR AND 1507.2.9.1-4 HM. HOLLOW METAL ZONED: (6M1) CHURCH TOTAL PROPOSED FLOOR AREA 2,985 SF WINDOW MANUFACTURERS. HORIZ. HORIZONTAL - FIRE ALARM SYSTEM(UNDER SEPARATE PERMIT AND REVIEW) 5. MINIMUM(2)LAYER:;GRADE"D" PAPER REQUIRED BETWEEN REQUIRED IBC SECT. 907.2.1 13. ALL BEAMS SHALL BE FRAMED DOWN WITH THE TOP OF THE CEMENTIOUS BOARD AND PLYWOOD WHEN SHOWN ON INSUL. INSULATION BEAM FLUSH WITH THE TOP PLATE OR AS A DOOR OR ELEVATIONS. - FIRE SPRINKLER SYSTEM (UNDER SEPARATE PERMIT AND REVIEW) WINDOW HEADER,WHICHEVER APPLICABLE, UNLESS 6. NOT USED - INT. INTERIOR REQUIRED IBC SECT. 903.2.1.2 OTHERWISE NOTED. 7, ELEV.OF FLOOR OR LAND'G Y"MAX BELOW THRESHOLD IS * PROJECT IS TO BE A PHASED PROJECT. THIS WILL BE _ FLOOR PLAN REQ'D FROM THE RE'.1'D EXIT DOOR. WHERE DOOR IS NOT JT. JOINT DETERMINED WITH THE SCHOOL SCHEDULE AND GENERAL sue" 1. REFER TO ENERGY COMPLIANCE TO LOWER RIGHT FOR THE REQ'D.EXIT DOOR A STAIRWAY OF 2 OR FEWER RISERS LAV CONTRACTOR. WALL,CEILINGS,AND FLOOR INSULATION INFORMATION. IS PERMITTED WHERE DOUR DOES NOT SWING o/RISER.2012 LAVATORY IBC 1008.1.4-6 MINIMUM REQUIREMENTS: MAX. MAXIMUM WALL R-21 8. FLASH o/TOPS OF WINDOWS&0/TOP OF TRIM. CEILINGS R-38"OR"R-30 @ VAULTED SPACES. MECH. MECHANICAL FLOORS R-30(o/UNHEATED SPACE ONLY.) 9. EXTERIOR STAIRWAYS PER IBC 1023(SEE NOTE UNDER MFG. MANUFACTURE SLAB FLR EDGE R-10 FLOOR PLAN) MIN. MINIMUM 2. NOT USED 10. EXTERIOR GUARDRAILS REQUIRED WHERE GRADE IS MTL. METAL GREATER THAN 30"BELOW WALK. TO COMPLY WITH IBC 1012 (SEE NOTE UNDER FLOOR PLANS) N. NEW 3. NOT USED N.I.C. NOT IN CONTRACT 4. GUARDRAILS: WINDOW MANUFACTURER: N.T.S. NOT TO SCALE 6.01 REQUIRED AT PORCHES,BALCONIES, RAISED FLOOR 1 IT IS THE RESPONSIBILITY OF THE WINDOW PROVIDER TO O.C. SURFACES WHERE DROP IS MORE THAN 30"TO FLOOR OR ENSURE THAT WINDOWS IN ROOMS REQUIRING EGRESS, ON CENTER I • GRADE BELOW. 42"MIN. HEIGHT AND TO BE DESIGNED SO MEET THE STANDARD EGRESS REQUIREMENTS IN THE IBC. S 89°03'42"E 139.91' THAT A 4"MAX. SPHERE MAY NOT PASS THROUGH. TO PL. PROPERTY LINE - - - - - - - - - - - - - - - - COMPLY w/IBC 1012. 2. WINDOWS SHALL BE INSTALLED AND FLASHED IN P-LAM. PLASTIC LAMINATE (E)PROPERTY LINE K �� a-x 5. ELEV. OF FLOOR OR LAN DIG Y"MAX BELOW THRESHOLD IS ACCORDANCE WITH THE MANUFACTURERS WRITTEN PLYWD. PLYWOOD I r x REQ'D FROM THE REQ'D EXIT DOOR. WHERE DOOR IS NOT INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION x :7/ LANDING THE REQ'D. EXIT DOOR,A STAIRWAY OF 2 OR FEWER RISERS INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER QTY. QUANTITY --x x x 4 ' 44.e " IS PERMITTED WHERE DOOR DOES NOT SWING o/RISER.2012 FOR EACH WINDOW. I - PARSONAGE IBC 1008.1.4-6 RAD• RADIUS J GENERAL CONTRACTOR TO VERIFY AND x I I x iI w REMODEL 6. STAIRWAYS-2012 IBC 1019 COMPLY WITH OWNER SPECS. REF. RECEPTACLE t x In 36"MINIMUM STAIRWAY WIDTH. LANDINGS SHALL HAVE A 36" REFERENCE I a CN/ z w ANACORTES MIN. DIMENSION IN THE DIRECTION OF TRAVEL. RISERS TO BE REQ'D. REQUIRED x " .. 7"MAX. HEIGHT,&TREADS TO BE 11"MIN. DEPTH,BOTH WITH R.O. ROUGH OPENING LUTHERAN A MAXIMUM VARIATION OF s". TREADS W/SOLID RISERS TO x I I ;_ - yy x HAVE i"MIN.TO 14"MAX.NOSING OR 11"MINIMUM DEPTH. 4' SC. SOLID CORE I III " F a CHURCH SPHERE MAY NOT PASS THROUGH OPEN RISERS. SHT'G. SHEATHING -GUARDRAIL @ OPEN SIDE OF STAIRWAY: SIM. SIMILAR I d I REQUIRED WHERE STAIR HAS A TOTAL RISE OF 30"OR MORE. STOR. STORAGE THE TRIANGULAR OPENINGS FORMED BY RISER TREAD AND x OPEN SIDE OF STAIRWAY DESIGNED SUCH THAT A SPHERE 6" STRUCT. STRUCTURAL w I x I ANACORTES,O AVENUE DIA MAY NOT PASS THROUGH. GUARDS OPEN SIDE OF SIM. SIMILAR w I i WA 98221 TREADS SHALL NOT ALLOW A 4?"SPHERE TO PASS. - w * x --UNDER STAIR PROTECTION--IBC 717.4.2 TEMP. TEMPERED w FIRESTOP BETWEEN STUDS AT STRINGER. 6'-8"MIN.VERTICAL T•O W. TOP OF WALL (j -, x HEAD CLEARANCE. PROTECT ENCLOSED ACCESSIBLE UNDER TYP. TYPICAL j STAIR WALLS B CEILING W/ "GWB ' .` x U.L. UNDERWRITERS - iw x ..._ �IzCITY OF LABORATORY R'E�hQVELANTERCURB x 5° w • LL w ANACORTES, + (�colvc WALK M WASHINGTON 1reT� OF r�, r�c,.°�I" E f'CFA�r/� iJ 1P'1 VERT. VERTICAL w w t APPROVED PLANe W/ p� x (E)CONC.WALK W x 0 WITH u' SC_ x s;" ,. W/O WITHOUT• ZIW x ZIP COVER SHEET / PERMIT NC \`��C� I �S -0.5- I I - x REGRADE PAYGROUND BARK 3 SITE PLAN x I I w 1kDUFtESS . g. _._ _ APPROVED BY l� $I /- - - - - - JOB NO. 13.0003 ///////////////////////////////////// x x- x x x xJ(E)CHURCH BLDG OUTLINE I DATE: 08.29.13 SUBJECs 0FI LD INSPECTION. OVERSIGP�'' . `' ()ODE IS NGT INCLUDEl DRAWN BY: JL (E)SIDEWALK CHECKED BY: PC / REVISIONS: 7, I 12.05.13A CITY REVISIONS ////////// i '//////////////////////, (E ":-_P�H BLDG OUTLINE ARCHITECTURAL SITE PLAN SCALE: 1 " = 10' SHEET: CS1101 DEMOLITION FLOOR PLAN NOTES 3031 REGISTERED GENERAL: ARVErT J_ -COORDINATE WITH OWNER ON DISPOSITION OF ALL CASEWORK, PLUMBING FIXTURES, ! L D. CASE 831-6" LIGHTING, FIXTURES,EQUIPMENT,ETC.PRIOR TO DISPOSAL. STATE F WASHINGTON -SOME CASEWORK AND EQUIPMENT ITEMS TO BE RELOCATED AS NOTED BY OWNER OR ARCHITECT. 1 1 . 1 -COORDINATE SCOPE OF DEMOLITION TO PROVIDE FOR MECHANICAL,PLUMBING,AND _ ' ELECTRICAL WORK. -NEW CEILINGS MUST MATCH EXISTING FINISHES AND PAINT -ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER SPECS. -ALL FLOORING IN ROOMS WITH DEMOLITION WILL BE REMOVED AND PREPPED FOR NEW FLOORING PER FINISH SCHEDULE -OWNER RETAINS ALL OWNERSHIP AND RIGHTS TO ALL EQUIPMENT BEING REMOVED. G.C. TO COORDINATE WITH THE OWNER. i 4 °a I DEMOLITION KEY NOTES 1 TOILET n REMOVE EXISTING DOOR AND FRAME,RELOCATE OR RETURN TO OWNER,SEE DOOR CLASS ROOM SCHEDULE. ElCONF. ROOM STORE ROOM © t N n REMOVE EXISTING WALL PER PLAN. PATCH AND REPAIR EXISTING WALLS TO REMAIN. 3 4 'REMOVE EXISTING FOUNDATION WALL AT STORAGE,MIN.8"BELOW NEW TOP OF FLOOR STORAGE � EllI11 ® I I REMOVE EXISTING CASEWORK it _� 11 © 4 REMOVE AND REINSTALL PLUMBING PER PLAN . \ ----...„._„.. L ,„ 15 1 REMOVE EXISTING SLIDING DOOR AND ALL ASSEMBLY PER PLAN. REPAIR AND PATCH _ WALL TO REMAIN. i J 6 REMOVE EXISTING WINDOW AND FRAME. © IIn REMOVE EXISTING WASHER AND DRYER AND RETURN TO OWNER. CAP ALL ai ENTRY C° PLUMBING. 0 N , L I i; I __ _ 1 I n REMOVE EXISTING UTILITY SINK AND RETURN TO OWNER. CAP ALL PLUMBING. 3 f El 9❑ REMOVE EXISTING SHOWER/TUB AND RETURN TO OWNER. CAP ALL PLUMBING. ® Ell9 J2 10 REMOVE EXISTING WATER CLOSET AND RETURN TO OWNER AND PREPARE ALL PLUMBING FOR NEW W/D CONNECTIONS. - El ROOM OFFICE © 4 11 REMOVE EXISTING GARAGE CONCERETE SLAB ONLY. 1ji _ 8 ti 7 0 © 10 IC) o LEGEND © EXISTING WALL TO BE REMOVED N EXISTING WALL TO REMAIN N it \ CLASS ROOM No WORK ` EXISTING DOOR TO BE REMOVED CLASS ROOM IEXISTING DOOR TO REMAIN II `*q ii i PARSONAGE KITCHEN o REMODEL NO WORK ANACORTES LUTHERAN CHURCH 2016 0 AVENUE \ H, ANACORTES,WA 98221 26-8" / 28'-1" / 16'-0° / 12'-3"/ / CITY OF V.I.F. ANACORTES, 83 0" 3, °„ / WASHINGTON ft DEMOLITION PLAN JOB NO. 13.0003 DATE: 08.29.13 DEMOLITION PLAN DRAWN BY: JL SCALE: 1/4" = 1'-0" CHECKED BY: PC REVISIONS: 12.05.13 CITY REVISIONS SHEET: ii D2 . 01 83'-6" / / EXISTING FLOOR PLAN NOTES 26'-11 1/2" 15'-10" 12'-0" 8'-6" 20'-21/2" / / / / A / 3031 1."ALIGN"MEANS TO ACCURATELY LOCATE FINISHED FACES IN SAME PLANE REGISTERED ARC}HTETLe 8' 2. "TYPICAL"MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS,UNLESS OTHERWISE NOTED. c�al / "SIMILAR"MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED:VERIFY HIL P D. CASE DIMENSIONS AND ORIENTATIONS ON PLANS AND ELEVATIONS. STAT OF WASHINGTON a • 5.0 - 3.ALL DIMENSIONS ARE TAKEN FROM THE STUD FACE OF WALLS,AND FROM THE CENTER LINE OF COLUMNS AND BEAMS,UNLESS NOTED OTHERWISE. (o// ,I-o 3 4.TWO STUDS SHALL BE PROVIDED AT THE END OF THE WALLS AND AT THE SIDE OF ALL OPENINGS. \ \ 5. INSTALL DRYWALL WORK IN ACCORDANCE WITH THE CURRENT VERSION OF UNITED STATES \ \ 0 \ u u fir- u GYPSUM-GYPSUM CONSTRUCTION HANDBOOK,ASTM C645,ASTM C754,AND ASTM C840:MOST ' ''` O STRINGENT REQUIREMENTS PREVAIL. TOILET �� 6. VERIFY PARTITION THICKNESS FOR INTERNAL INCLUSIONS,SUCH AS PLUMBING. FOR I 113 CORRECT INSTALLATION OF PANELS, BOXES,ETC.VERIFY WITH THE ARCHITECT. I �A I © I 7. ALL EXPOSED INTERIOR METAL,WOOD,AND GYPSUM BOARD SURFACES SHALL BE FINISHED •cl/:�(i➢ B, PER FINISH SCHEDULE AND SPECIFICATIONS. COLOR TO BE SELECTED BY OWNER. CLASS ROOM = CONF. ROOM STORE ROOM �� CLASS ROOM 110 \ 111 112 O 0 I 114 = N 8. ALL GYPSUM BOARD TO BE 5/8"THICK TYPE'X'UNLESS NOTED OTHERWISE ON DRAWINGS. O R 1 = 9. USE WATER RESISTANT(GREEN BOARD)GYPSUM BOARD IN ALL TOILET AREAS. IF 1-HR o Z_ I I I - ASSEMBLY W.R. BOARD TO BE INSTALLED OVER ASSEMBLY. it- INFILL GARAGE S. X DOOR WITH NEW J 10. BLOCKING IS REQUIRED AT THE FOLLOWING LOCATIONS(FIRE RETARDANT @ RATED WALLS): LLI WINDOW = r I I I ® 7'-9114" B.RAIUS WHERE ATTACHED TO WALLS M R1 / A.CONTERS C. DOOR FRAMES s CDfl _� _ D.CASED OPENINGS -I � tb X -4 ® 0 B u \ E.WALL MOUNTED DOOR STOPS ADD PANIC HARDWA E F. FIRE EXTINGUISHER CABINETS G.TOILET 0 7,-0" 110 y TO EXISTG DOOR H.CASEWORKESSORIES 6" N > t ENTRY /-v Lb -_ O 4 \ T —� I 105 \ T T Y \ I 100 �` €} _ \ \ ty I 106 (5)44"H.COAT or (� i� = \ 0 I (E) O HOOKS _ b \rer:6,ts - O FURNACE �J Ai+ \ xr M ILET I 107 5 C� U +la7o1 toa z CLASS ROOM I 107 5 D IA701 B A7.01 B O 5 \ • 109 0 •, ��`° UTILITY I TOILET �, OCHILD'S w �� l �a�—\ �° D '/A7.01 B CROON ! . I 105 � •t` ' 0 ET KEY NOTES 0 / _ c' "1 0 104 (E) c�p o W —_ :52 106 (E) ~ g�, (N) TOILET DER = O O n �° © "+ W/D HATE 1 INSTALL NEW CASEWORK ((( C7 004 .IA701 B - Lj X Thr,� ,( j� - /' 4')- \ o O2 RE-INSTALL NEW PLUMBING FIXTURES c Ors (\ —� ° 003 j002J n w 03 INSTALL NEW PLUMBING FIXTURES PER PLAN O©ra? ¢ 4 �� O4 24"X 36"MIRROR ® EN --a iss 1 IP-.-..-CE°2: , aa. ® � C ® O WALL PROTECTION PER INTERIOR ELEVATIONS ��� N 6 TOILET TISSUE DISPENSER ®C ®c /� f CLASS ROOM CLASS ROOM ✓ 103Th" 101 0 12"DEEP SHELF AT 60"HIGH I A 0 2'x2 MOP SINK(G.C.TO VERIFY CORRECT SIZE) ytJ ` I I � , I LEGEND I a (000 NEW WALL PER PLAN. MATCH EXISTING • 3.0 - CONSTRUCTION \ EXISTING WALL TO REMAIN I dr\ NEW DOOR TO PER SCHEDULE I I I _I KITCHEN = o EXISTING DOOR TO REMAIN PARSONAGE 102 ✓ . _✓ REMODEL I I 0 EXIT SIGN BY OTHERS ANACORTES I �,� LUTHERAN [ CHURCH " .611 6 O O B r l . \ \ 2016 O AVENUE ANACORTES,WA 98221 /1' 9"/ I I / 5' 6" / 8' 3" 13' 2 112" /11-101/ 6'-8" / 3'-9 1/2" / CITY OF iiiANACORTES, 26'-11 1/2" 27'-9 1/2" 16'-0" 12'-3" WASHINGTON / / / / / 3'-0" FLOOR PLAN 26'-11 1/2" / PROPOSED / / / 83'-0" / EXISTING / JOB NO. 13.0003 DATE: 08.29.13 DOOR AND FRAME SCHEDULE WINDOW/ RELITE SCHEDULE DOOR TYPES WINDOW / RELITE TYPES DRAWN BY: JL DOOR FRAME FIRE WINDOW FIRE MARK TYPE SIZE MATL GLAZ'G FINISH MATL EL I,A RATING NOTES MARK SIZE MATL TYPELABE RATING NOTES FLOOR PLAN WD HGT L WD HGT / PC 001 3'-0" 6'-8" HM TG HM - WS,L,T,KP - - " = 1 " 002 3'-0" 6'-8" HM TG HM - WS,L,T,KP r MI A 2'-6" a'-0" VINYL SINGLE HUNG 6'-8"HEAD CHECKED BY: 002 3'-0" 6'-8" HM - HM - L, B NOT USED NOT USED SCALE: 1/4 1 -0 REVISIONS: 003 3'-0" 6'-8" HM T- HM - WS,L, , PH C 620" _ 3'-2" VINYL SLD-BY 6'-8"HEAD 104 3'-0" 6'-8" WD - WD - L D 9'-3" 2'-8" VINYL XOX - 6'-8"HEAD E 1'-6" 3'-0" VINYL PICT. 6'-8"HEAD 105 3'-0" 6'-8" WD - WD - L - I106 3'-0" 6'-8" WD - WD L 1 - 12.05.13Q CITY REVISIONS 107 2'-6" fi'-8" WD - WD - L INSULATED TEMPERED DOOR TYPE TO BE Ri z'-o" 3'-0^ WD PICTURE 6'-8°HEAD 110 3'-0" s•-e" wD - WD 1 GLASS APPROVED BY OWNER \_„B 111 3'-0" 6'-8" WD - WD - A 112 3'-0" 6'-8" WD - WD - L 113 3'-0" s'-s^ WD - WD - L 1 FLUSH PANEL 114 3'-0° s'-e° wD - WD - - KICKPLATE FASTENED W/ 'n POOR # FRAME ABBREVIATIONSIONS SS SCREWS AND WASHERS. SHEET: SEE DOOR SCHEDULE FOR — F— P:P.KICK PLATE PH PANIC XAROWAR A2 9 0 1 T.THRESHOLD Y .MAT HER STRIPPED / D E 3031 REGISTERED w/ IT T " I�HIL/ A P D. CASE I STAT' OF WASHINGTON Res-""11 G, ;to 0 ------- ,1--------- -------- ------- �_======-- -------- - - -- ---- I'I--------- ---- -- - ---------- -------- I'I--------- ------- -------- .11 -------• T17-- _.--------- MINNIENIflE - ----- • EXISTING SIDING / Ill �' - --� - (N)H/C RAMP AND I I I 1 I I I I I , I r I I TO REMAIN I'I r��_-I..I r -- � LANDING I 1 r I I I I I I r I I r I ✓�/... Wigaillillanilignilninillni NW1111111111111111 1011.1.11111111111 7 (N)HORIZ. HARDIE _ - - - PLANK SIDING REMOVE(E)PLANTER AND MORTAR WORK EAST ELEVATION SCALE: 1/411 = 11-0" REMOVE(E)WINDOW AND INSTALL(N)SIDING II II 1 . ,_ - I- r r r r r r r r r r r r I r r r r r r r r rr , 1 _ / i .I I — ' I 1 r r I 1 1 1 1 1 r r r I 1 1 1 _ l I _ _ I1 I r 1 1 I r I r I I _ 1 1 1 1 I 1_ 1 1 1 r J 1 I 1 1 I I I- 1 1 1 1 1 1 1 I I 1 1 1 I 1 1 \ \ III 1 1 1 1 r 1 1 1 1i ll ) 1 1 1 1 1 1 1 1 I I l 1 I 1 1 I� t l J 1 1 1 1 1 1 1 I II -• II 1 1 1 1 I 111 f ! I I1 1 ' 1 1 1 1 1 1 1 1 1 l I I 1 11 1 1 1 1 1 1 1 1 l L 11 1 1 1 1 1 1 1 I L I - HHH HH f1 1 fA 11 L I -I 1 1 1 1 1 1 1 r 1 1r -1 "I - 1r 1 1 1 1 1 1 r 11 1 1 r I r 1 1 r 1 11 1111 1 1 1 1H 1 1 1 1 1 r I I r I r 1 1 1 1 11 J I 1 1t 11 1 1 1 I II I I I II 1 1 1 1 1 1 1- / I I I I I I I 1 111 - 11 \J Li Li7\ - y n (N)HORIZ. HARDIE (N)HORIZ.HARDIE PLANK SIDING PLANK SIDING SOUTH ELEVATION SCALE: 1/411 = 11-011 PARSONAGE REMODEL ANACORTES LUTHERAN CHURCH 2016 0 AVENUE iANACORTES,WA 98221 EXISTING PROPOSED INFILL CITY OF ANACORTES, WASHINGTON 2 / •6.01 - . - . - - . - - - - . - . - - . - . . - . - . - - - -- - - - - . - - - - . - . - . - - __ ELEVATIONS rI rl , t -,.. Tr ! c_ y� I r r r ; JOB N0. 13.0003 ...... ..-. 1 1 - - \\ I n III I - -j - \ - - \ I DATE: 08.29.13 - r , 11 , 1 I I L I 1 _I I_ _ 1 I 1 I I II lir -� - 1 < I DRAWN BY. JL 11 1 1 1 1 I I I III 1 1 II IL I I I r 1 I 1 r 1 I I 1 ..�. ...... .... .. r I II ' \ -- 1 I � IIII CHECKED BY: PC 11t mm. I II I II r ' 1 1 1 1 1 I ' 1 1 I ,; 1 I I 1 I I I REVISIONS: I I I I I [ ... ..... ... ... 1 I ; \ 3 . . .../ .... , I 1 1 r 1 ' I : 1 1 lit 4 1 I 12.05.13� CITY REVISIONS ' REMOVE(E)GARAGE DOOR AND (N)HORIZ.HARDIE \ / -\\ REMOVE(E)SLIDING GLASS DOOR INSTALL(N)HORIZ.HARDIE PLANK SIDING WITH(N)HORIZ.HARDIE PLANK PLANK SIDING AND(N)WINDOW SIDING AND(N)WINDOWS PER PER PLAN PLAN WEST ELEVATION , SHEET: SCALE: 1/4" = 11-011 /� 3 . 0 1 3031 REGISTERED ARCM I HI I D. CASE I STATE OF WASHINGTON ,,, Dte,4 AO," FILL (E) ATTIC w/BLOWN IN INSULATION WITHIN b" OF ROOF PLATE •1116111111• stasis• EXISTING PLATE HEIGHT 1•10161•14 i1 Ii) Z4Z•Z•Z•Z1111 ZMON0,4 z b_8 HEADER (MATCH EXIST'G) . — . — . - . — rigALL NEW ELECTRICAL BOXES (5) 2x8 SANDWICH HEADER ARE TO BE WRAPPED w/(2) WRAPPED w/%°TYPE 'X' 6 e. LAYERS%'TYPE 'X'ewe ( REMOVE EXISTING EXTERIOR WALL AND SOFFIT SYSTEM w/ NEW%' TYPE 'X'GWB t (N SIDING PER ELEVATIONS 24° R-IO RIGID INSULATION(MIN) 1 4" CONG.SLAB FLOOR 15*FELT BUILDING PAPER 2' SAND )4"PLYWOOD SHEATH'S IGRA 8ED BARRIER 2x6 STUDS• 16'O.G. MAX. R-21 BATT INSULATION w $/V . VEL6.01 TYPE 'X'ems a u •' .a ed • A l a 4 _ d I d • III II ,. 1=_I 1 �- , I 11_I I- 1 1111-11 I-i 11_ - I f f 1 111=1 1 111_ 111 I i i-III I I-1 I _ I 11 1 1 I1 1 11 I 1 1 11 11 1 REMOVE EXISTING CONCRETE I I=_— —_ I- (NO STEM WALL rye EXIsnN6 SLAB (E)FOUNDATION TO REMAIN PER - — STRUCTURAL FOOTING 11- PLAN 1—" : - ° 1=1 ° j: - 4° TIGHT LINE,EXISTS.9Y9TEM TO I I-1 11=1 I I,TI 1 1- I -1 1- I 11 4'PERF.FT6.DRAIN,GOMtGT TO EXIST. SYSTEM PARSONAGE REMODEL ANACORTES LUTHERAN CHURCH 2016 0 AVENUE ANACORTES,WA 98221 A SECTION SCALE: 1/2" = 11-0°' CITY OF ANACORTES, WASHINGTON vW SECTION JOB NO. 13.0003 DATE: 08.29.13 DRAWN BY: JL CHECKED BY: PC REVISIONS: 12.05.13A CITY REVISIONS SHEET: A3 . 02 I FINISH PER ELEVATION/ 3031 REGISTERED 15#BLDG. PAPER OR AR�Tf�ET AIR INFILTRATION BARRIER/ ((=4 7/16"OSB SHEATHING 2x8(FOR CARPET TACK STRIP NAILG) HILL D. CASE 2X6 STUDS @ 16"O.C. P.T.MUD SILL W/5/8"DIA.x10"A.B.@ 48"O.C.w/2"x2"x3/16"WASHER STATE F WASHINGTON R-21 INSULATION PER W.S.E.C. 4-3/8"MIN.R 12"MAX.EA. END 1/4"PER 1'-0" 4"CONC.SLAB JOINT&CORNER EMBED BOLTS 7"MIN. INTO CONC. lx8 S.W.CEDAR WRAP 4x8 BEAM 2"x24"RIGID R-10 INSUL. 2x8 @ 24"O.C.w/ 2x LEDGER 6 MIL. BLACK V.B. 16d @ 6"O.C.SOLE PLATE 4x4 COLUMN 4'-6" 12'-0" 2x2 VERT.RAILS @ 4 12"O.C.EA.SIDE 3 FINISH GRADE LANDING 4x4 SPACERS — — — 1I- 4'-0" 4'-0" 4'-0" _ III 4"DIA. DOWNSPOUT TIGHTLINE 12"H.PLANTER BOX 4"MIN.GRANDULAR I � TO APPROVED DISCHARGE - ICI' CIF r- 3'-0" 3'-0" FILL 9 111-, 6.01 (E)CONC.FOUNDATION Z w w 6 " 1�- _ .,,. 4"DIA.PERF.PIPE/PEA GRAVEL a0 a0 FILL/WRAP W/FILTER FABRIC o m f�nC XNX O ¢ Q w LATTICE DETAIL 2 SCALE: 3/4" FOUNDATION DETAIL 3 0 =3 G.C.TO VERIFY zo LL LANDING AMOUNT OF 9/A6.01 LANDING Lo o STEPS NEEDED w U' 0 w 7,10 f� 7 0" 7RISERSAT V.I.F. n XV �� SCALE: 1/4" = ,'-O" RAMP DETAIL EXTEND THE RAIL 12" PAST EDGE OF STAIRS AND RAMP FM PLAN ' Ili dia. STEEL VI POST LOVER IL i tY IlY SLEEV IN MORTAR 4 %Y HANDRAIL IN � PARSONAGE n < _ REMODEL FI FVATMI ANACORTES L UTHERAN - - - -I —1 — 111 1 1— 1—ITI-I I — ROCKBASE myp) CHURCH qM COWA07M 2016 O AVENUE = = SOILS(TYPJ ANACORTES,WA 98221 =f LTf 1 I �L11 I 1I— SECTION SCALE: 3/4" = 1'-O" HANDRAIL RAMP 9 CITY OF ANACORTES, WASHINGTON DETAILS JOB NO. 13.0003 DATE: 08.29.13 DRAWN BY: JL CHECKED BY: PC REVISIONS: 12.05.13 1 CITY REVISIONS SHEET: A6001 '7t ' =1i :Y .a✓i "e tx rz � £ 3031 4REGISTERED ARf ITECT CnD. CASE SWASHINGTON 18"SHELF w/ ! V AUi7 SUPPORTS VANITY LIGHT VANITY LIGHT 18"SHELF w/ (2)30"x60"STORAGE 48"HIGH WALL SUPPORTS CABINETS ROBE HOOK S.I.C. PROTECTION 28"x42" 28"x42" ON ALL WALLS MIRROR PLAM COUNTERTOP MIRROR PLAM COUNTERTOP WITH SINK STACKABLE (E)WATER T-y WITH SINK WASHER/DRYER SEMI a -RECESSED 0o S.I.C. (VERIFY SIZE HEATERo '? REMAIN TO TDISP. PAPER w/OPENING) o "V8' "'r4' 2'-6" 2,6„ FRP PANELS ON MOP SINK BOTH WALLS A C D D B D SCALE: 1/4 - 1 -0 SCALE: 1/4 - 1 -0 " _ - " CHILD'S TOILET 104 2 " - ' " TOILET 105 3 SCALE: - 1 0 UTILITY ROOM 106 4 VANITY LIGHT 48"HIGH WALL 38"x46" MIRROR PROTECTION ON ALL cv 36"W.x42"H.PLAM WALLS WALL HUNG SINKS DIVIDER,MOUN 'To r-9" Q WALL w/ iv CORNER " FLOOR MOUNT - - O FF N V-3" V-3" (5) EO. 5PAGE B C D B SCALE: 114" = 11-011 CHILD'S TOILET 107 6 SCALE: 1/4" = 11-0„ NOT USED tj SCALE: 1/4" = 1 -o CLASSROOM 109 8 VANITY IGHT " PARSONAGE 3'-6 j 1'-0" 6" 3'-0" MIRROR PLAMREMODEL �+ WITH INK ERTOP NACORTEa7 WITH SINK z L UTHERAN CHURCH V-6" 3'-l" 4'-0" 2016 O AVENUE ANACORTES,WA 98221 A B SCALE: 1/4" = 11-0" TOILET 113 9 LE: 114" = 11 NOTdSED 10 SCALE: 1/4" = 11-01, NOT USED 11 SCALE: 1/4" = 11-01, NOT USED 112 CITY OF 4 SOAP ANACORTES, WASHINGTON DISPENSER TOILET ROOM SIGNAGE TO 60"MIN. �✓ COMPLY WITH TITLE 24 Cjlpn0 HANDICAP REQUIREMENTS INTERIOR 36"GRAB BAR 36"GRAB BAR v �E"a 12"DIA. �OF fLOF MIRROR � � ELEVATIONS FIXTURE FIXT RE 42"GRAB BAR 42"GRAB B TOILET PAPER � a "-9„ C{ )SIDE 12" 4"MIN. DISPENSER 18" 18" ELEVATION T-4. MEN UNISEX WOMEN MIN. MIN. r w JOB N0. 13.0003 � J FLUSH _ � ACTIVATOR ON �o = w a DATE: 08.29.13 v °- m Z m o 0 WIDE SIDE or p W.C. _ DRAWN BY: JL ih INSULATE \� g UNDER SINK N PIPES CHECKED BY: PC \P TOILET TOILET PAPER SEAT COVER LAVATORY IDENTIFICATION SYMBOLS DISPENSER DISPENSER 1-0" 9" REVISIONS: MIN. SIGNS TO BE 1/8"THICK CLEAR ACRYLIC 12.05.13 1 CITY REVISIONS 1-5 PLASTIC PLASTIC PANEL WITH GRAPHICS APPLIED TO 18" 32"MIN. A SINGLE D FRONT 6" 36"MIN. MIN. THE UNDERSIDE,OVER 118"COLORED OCCUPANCY ELEVATION ACRYLIC(VERIFY COLOR)ATTACHED TO MIN. CLEAR TOILET DOORS WITH"SCOTCH MOUNT"DOUBLE FACED ADHESIVE 1/32"THICK TAPE SHEET: SCALE: 1/4 - 1 -0 TYP. ADA TOILET R A S ALE: 1/4 11-01, TYP. ADA MOUNTING HEIGHT 1 SCALE: 1/411 = 1'-01' A7001 S 5 NOT USED � 16