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HomeMy WebLinkAboutPermit 6626 - Irwin Residence - Additions and Remodel6626 91-177 irwin philip 13324 56th avenue south 6626 91-177 irwin philip addition remodel 13324 56th avenue south Permit 6626 - Irwin Addition • • : V - N V: r • I year 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: O Sprinklers 0 Detectors Q WA UTILITY PERMITS REQUIRED? Yes O (through Pubuo workel 3 No ZONING: BAR/LAND USE CONDITIONS? O Yes 0 No CONDITIONS (other than those noted on or attached to permit/plans) ....................... CITY OF TUKWILA Dept. of Community Development - Building Divisio 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: PROJECT INFORMATION SITE ADDRESS PROJECT NAME/TENANT Irwin, Philip & Judy TYPE OF 0 New Building U Addition 0 Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: 13324 56 Av S SUITE # VALUE OF CONSTRUCTION - $ 17,707.00 ASSESSOR ACCOUNT # 217200- 0210 -0 Add dining room and entry. Remodel kitchen and bathroom. Philip & Judy Irwin ADDRESS CONTRACTOR ADDRESS WA. ST. CONTRACTOR'S LICENSE # ROXBUC *189C2 ARCHITECT ADDRESS ............... TOT AI .............. APPROVED •R ISSUANCE BY: CERTIFICATE OF OCCUPANCY NO. Ceir,Q.10 o- DESCRIPTION.. BUILDING: PERMIT FEE: . • PLAN >CHECK:FEE.. BUILDING: SURCHARGE TOTAL;:: 13324 56th Avenue South, Seattle, WA Roxburgh Construction 1212 172nd Avenue N.E., Bellevue, WA Pernack Factor Architects 50 Bi: Bear Place N.W., Issa.uah, WA CODE, ° .comj?LIA ; NGE : // 9 SIGNATURE:. . ■4. J4 7 M �'�.,�, �). ; - 1 - t1 • ( PRINT NA , This permit'shall beco null and void if the w issuance, .or /f tie wo issu spend�d or abandons BUILDI1*a PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) F AN CHECK NO.: 91 - 177 USE FLOOR SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE CO C. TOTAL FEET LOAD FEET LOAD FEET LOAD FEET LOAD FEET LOAD SQUARE FEET • I hereby certify that I have read and examrh =d this permit and know the same to be true and correct. All provisions of lav and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. BUILDING OFFICIAL DATE: DATE: -- /G •- AMOUNT RCPT # DATE 1,89'.00 L(� UHr i) 123`.00 8533 5,:07 9:. 241 - 5929 EXP. DATE ZIP 98178 PHONE 746 - 9486 ZIP 98008 2 -19 -92 PHONE 392 -1611 ZIP 98027 TOTAL OCC, LOAD COMPANY: D w t''commenced within t 80 days win th or a penad of180 days ' the last fnspectl DATE ISSUED: PERMIT NO. CONTACTED L DATE READY DATE NOTIFIED (9 ; (inn.) BY: (snit.) PERMIT EXPIRES 2nd NOTIFICATION AMOUNT OWING pt 3 - 5 0 1 3RD NOTIFICATION BY: (Init.) PLAN CHECK NUMBER aA - 11 0 FIRE 0 OTHER REVIEW COMPLETED PROJECT NAME SITE ADDRESS INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGEIOCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE FEET LOAD FEET LOAD FEET LOAD FEET 114 SQUARE OCC. TOTAL U R FEET DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. REIil1 PLANNING 6 r - ���1 - ?� 0, 5 , 1N1 0 PUBEIe I -- WORKS jb► °i , INIT: INIT: - R W91 BUILDING - (o 6 final review INIT: ................., Vi BUILDING - � 4/ R. initial review 3 ( ROUTED ) INIT: G/ i BUILDINC�PERMIT APPLICATION TRACKING Phi\\p JO S 1 - 53�a u 51D P\v 3 CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: Sprinklers Detectors N/A FIRE DEPT. LETTER DATED: INSPECTOR: ZONING: IBAR/LAND USE CONDITIONS? REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? Yes PUBLIC WORKS LETTER DATED: TYPE O CONSTR CT • N: Y N TOTAL FEET LOAD SQ A EET OCC.LOAD BC D TION (year): 08/17/90 SITE ADDRESS SUITE # ( j 1 ,7 2. - 56 TI ,Ue C - . = ALUE OF CONSTRUCTION - $ ' : ff • . 1 -, l .00 PROJECT NAME/TENANT I ' 0\1 ` 10 11 ' SSESSOR ACCOUNT # i -? Z.aa --- 02-10 — 0 TYPE OF U New Building Addition U Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Stora•e 0 Reroof 0 Remodel residential 0 Other DESCRIBE WORK TO BE DONE: . Di) s I f •... to \ SL....; • _,.. 00 EL ..a' '; e- t- c UILDING USE (office, warehouse, etc.) �a1--(G.L,. i M;i,l.� NATURE OF BUSINESS:._.___ WILL THERE BE A CHANGE IN US : IF YES, EXPLAIN: SQUARE FOOTAGE - Building:II 82,s/3 Gs. Tenant Space: Area of Construction: /g2, 5-0 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? it o 0 Yes IF YES, EXPLAIN: PROPERTY OWNER °-+ I Lip . , j uDi 1- PHONE . 2 4 _ 1 _ 512.. ADDRESS 13 .'44 6-rd ;U S . GEArizt G1gs17 24) ZIP? " 1 7a-" CONTRACTOR /3X ba- r oh C 4-fl#3 PHONE 1(..„ - ( -'(%(o ADDRESS t�_� '+ I. C Q1 1 f► N 1\QVU - �.. � C "'[ b Z IP ) WA. ST. CONTRACTOR'S LICENSE # Rr)x eUC Ico Ca EXP. DATE ,g- ici , ARCHITECT � xc cp1�2..°' - c.- tl --i-:; PHONE 3 2 -- t c, t l AD DRESS CJV �1� � •(c'. ?L . u r. u, L, w) ZIPP 2- I ::: T . , 1> :.. O >.E SAMiNE THHls ::::: I Q ATiON `ND:K T11E SAMf" T£ ? AIM..... EE3Ek31t",�.h1�T FY .hfAT AN ..... l .... .................... . .............................. A ...... ...................... . ...... ..:: .: . ::,...... 'IE'. � 1ZEi�.T�? AP .I »Y. I�. IS. E. Mf1':<:<:: �:::::::< <>:�::: °:;;:<;;:<;; : �; ' tRUI�� �► ND :.G�RFtEC'T ; .ANI� : .1.1�1M.1�� #� ..�i .. Tt�{ Fi ... .. .............. . ........... .. . . BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE t' ')// DATE s / 1 1 PRINT NAME � �� � 1c..��. - �'— l��r'�`- PHONE 3crZ---Iloo ADDRESS _ CiTY /ZIPI S,cikQ- CONTACT PERSON 1,,1[kz. ( x .c. e ..... PHONE 2 2_ H 61( CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER APPLICATION MUST BE PILLED ; : OUT COMPLETELY DATE APPLICATION ACCEPTED 7- R1 BUILDRG PERMIT APPLICATION BUILDING PERMIT FEE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Deveiopmont prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Building Division to comply with current tee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations, The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION EXPIRES COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS n Completed building permit application (one for each structure • Assessor Account Number Two sets (2) of the following • Specifications Structural calculations stamped by a Washington State licensed ongineor Ei Soils report stamped by a Washington State licensed engineer Topographical survey Site plan Arohltectural drawings • Structural drawings Mechanical drawings • Elevations • Civil drawings Landscape plan H Completed utility permit application one for entire project) ri Six (8) sets of civil drawings NOTE: See utility permit appllcation`and checklist for;speclfc utilry submittal requirements g ht, width and le th), aisles, licensed COMMERCIAL TENANT LMPROVEMENTS Completed building permit application (one for each structure or tenant) (� Assessor Account Number Two'(2) sets of construction plans, which include: Site; plan • • Locati of toiant space • •Existing and proposed Overall building plan Tenan location • lies of adjacent (common wall) tenant • Overall dimenslonsof buitding'or square:foota Floor plan of proposed tenant space • Tenant space; plan with use of each rooabelled. Exjt doors, egress patt m L • New wails,: existing wall, and waits to be demolished Construction details Crass. sections showing.waii construction and method o :;. atta for floor and ceiling Structu cal cutations stamped by .a Was State ilcens engi r may equire 11 structural w is to be done (2 sets) ;NOTE y utlbty be wo 7s to b done, submit separate;udlity permit • application and plans REROOF :; • Complete bu1I og "permit, applica (one for each structure) C AasessorAccountNumber ri Narrative descnbing; roof, material being removed, and material being installed NOTE :A oerti tioatlorr letter is required prior to final inspeotlon and sign ; off of the permlf ANTENNA/SATEL1l.ITE. n Completed buiiding•permlt application Assessor Account •Number Two (2) seta of plans; which include Site Pian (showing bullding .and Iocatlon of entenna/satellite die E Detelis antenna/satellite dish and method of attachmen Structurat cslcuiatione stamped by a Washington State licens ` enginoet may be required e R ES ItiE N TIA I, REMOPEL8 Complet Iwllding'permitopplication (one for each structure) , Assessor Account Number Two (2) s ets of w drawings, wh , — .. in... ce • Sit Found pl • Fi p1 n •Roof. plan • Buii • cro eleva tions (all view • ._ Buing:ss= section • St framing plans NOTE: )f an utility work i • to be provi •utility permit ap and plans must s ubmitted one for each structure) Energy calculations stamped by a Washington State licensed engineer or architect . • • Legal description ❑ Working drawings, stamped by a Washington State licensed architect,; which include: • RACK STORAGE D Completed building permit application lJ Assessor Account Number Two (2) sets of plans, which include, E Building floor plan showing • Entire space where racks wiii be Iota ted • Exit doors Dimensions of all ai LI Tenant space floor plan showing rack storage Layout, aisles and exits. I NOTE' : tncluda: dimensions ot racks (hel rig d exit ways on plan Structural calculations stamped by a Washington State engineer (rack storage. 8` and over) RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS/ADDITIONS Completed building permit application (one for each structure) ; Legal description t� p 1 (,3'1 5 Assessor Account Number ; Two sets (2) of Working drawings, which include: v/ • Site plan Foundation plan /• Floor:plan V , 4 Roof plan • i• • Building elevations (all views) Building cross - section .. Structural framing plans Washington State Energy. Code data <: Completed utility permit application Six (6) sets of site plans showing utilities SIiBMITTAL CHECKLIST NOTE Building site plan and utility site plan may combined; See . utility permit application and checklist for specific submittal nsqulroments A kij1l na! topographical and soils information may be required if unique site conditions. REROOFS Completed building permit application Assessor Account Number; Narrative describing existing roof, material being removed, an material tieing installed NOTE: A certification letter is required prior to final inspection and sign off of the permit. Vt CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 PHONE N (2061 433.1800 Gary L. VanDnscn, Mayor TO: FROM: 51()-o lV -E? , DATE: MEMORANDUM SUBJECT: tee_ CO C, cr w 4-c <4Rs ev■ldi r■ Uolvc:± on P pr I , I Gg 1 Pon Chi2.c1` la3•o� %Q .5 c4 x 1pq. (5 0 • 0 114l rrolect: • -/ o le,.., ae:. 1ypo of nspectio . Address: i 33 q , -540 14 Ail 3. Date Called: Special Instructions: Date Wanted: $j18;71:14. Requester: J c,..401 Phone No.: ..2 f/ S/ I INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. OMMENTS: 0 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PROJECT: A ■ A ' C 7 AM/ PERMIT NO. I '/ / SITE ADDRESS: 7 2 ' DATE CALLED: q I TYPE OF INSPECTION: 714.1AtOn*i (\-- ,..... , DATE WANTED: c l - ) P1 - 9 7 1 S) REQUESTER SPECIAL INSTRUCTIONS: f---vt--IN-L-, PHONE NO.: INSPECTION RESULTS/COMMENTS: v _ c _ to . f ........... r ut._ ,...T.A..,.... ..._ — ei ,-, 1 /1 V INSPECTION RECORD CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 4•1•1110111•••■••■••■• 6300 Southcenter Boulevard —#100 Tukwila Washington 98188 PROJECT: w, - -g PERMIT NO. 6 (v, i SITE ADDRESS: /332 ./.77, L c � S c DATE CALLED: 9 - v - TYPE OF INSPECTION: ,,et.,,,,, CU, a DATE WANTED: .9--„',5" SPECIAL INSTRUCTIONS: REQUESTER: a./ PHONE NO.: dc' /- .6 INSPECTION RESULTS /COMMENTS: v (,�� >/, � � �_ ,„ r „ ��,,„�� y / ', (.7 �/” / INSPECTOR: �.�� DATE: =- , .! CITY OF TUKWIL A Dept. of Community Development - Building Division Phone: (206) 431 -3670 • INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: k it., / 0 PERMIT NO. (del O` (N SITE ADDRESS: S o1 _ (p I j c , DATE CALLED: 9 • lS -el( TYPE OF INSPECTION: ' i f .4 Alf 4111 ' DATE WANTED: , _ m • SPECIAL INSTRUCTIONS: REQUESTER: matt, PHONE NO.: - NONE, INSPECTION RESULTS/COMMENTS: ,�,, , y� �i91L G,�y,,� -to 4.,pr,� f �� (rte / ✓� c._ _ A d Ca ! / u C L '(4 .0' I ! - i i d t ' . / A cD IQ e:7p c CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -36 INSPECTOR: 4 4-4,,,e DATE: - /F ..• f f INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 2- c 02 44, /-; s 6.4,, CITY OF TUKWILA Building Division 6200 Soulhcenlor Blvd. Tukwila, WA 98188 433-1845 Signed _ Date l'" '''�,� Job Address CORRECTION NOTICE The following items are found to be in violation of Ordinance �1,Q. and shall be corrected. u llding official /1 spoctor PROJECT: 0 1 PERMIT NO, SITE ADDRESS: MR • I DATE CALLED: q / TYPE OF INSPECTION: riVilf1.4.1.... DATE WANTED: g -g ( - . . SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: / D 4, A fi1 INSPECTION RESULTS/COMMENTS: • 0 .0 • .... . ' - ■ I .ar Li ... , , . / ... it /- _19 -b- C"---6°— 6 i t CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: r ) i PERMIT NO. (o7 SITE ADDRESS: a (v / DATE CALLED: • 7 i - TYPE OF INSPECTION: P DATE WANTED: g 7 11 .M. - • .m. SPECIAL INSTRUCTIONS: REQUESTER: II, 4.4 , i ..a. PHONE NO.: c Vq/ INSPECTION RESULTS/COMMENTS: CAZ.e_z_,___ Ce1-7/7/6-4-/ ( ., AO INSPECTOR: ty_. A-1-- .//),4,91 DATE: P—. 2 7— ei / INSPECTION RECORD CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 sc h. / ij o �44 ?5`, -i •ray.+ 1 Permit No. 4 ' Date `. e f t .+ / . 7„) 4 /31e, L. (I . CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 Job Address ?- Lr/ -- ._ . _ 41 /4,e" CORRECTION NOTICE The following items are found to be in violation of Ordinance 0/3C- and shall be corrected. r ,// <s7r'0 s i•*: }�'R Signed J /t-, Building 'Official /Inspector d PROJECT: PERMIT NO. � SITE ADDRESS: �� �� y --C S -, `` E DATE CALLED: -.._ TYPE OF INSPECTION: � p,,9�� DATE WANTED: 3 -/ _9/ - fir SPECIAL INSTRUCTIONS: REQUESTER: _ ___ PHONE NO.: INSPECTION RESULTS /COMMENTS: ,,°...bdifr ` �, ` l �- ,,,, INSPECTOR _ J __,,,ly, DATE:-- 1?""... --5 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard -- #100 Tukwila Washington 98188 PROJECT: SITE ADDRESS: VAIRFAMPFTV NI PERMIT NO. W CO L Z- tU -, S ' DATE CALLED: ' S " /Gl' r � Airy TYPE OF INSPECTION: ' ∎). DATE WANTED: 75'"" f S REQUESTER: tk3l - PHONE NO.: 1(p -cit. ' !, ( f. m. SPECIAL INS RUCT ONS: � 11 INS - ECTION PAW i RESULTS /COMMENTS: z, _ . j ,, 00 INSPECTOR: DATE: 4 CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Permit No. _ __ Date CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 e trs^-at.L Job Address /3)2 CORRECTION NOTICE The following items are found to be in violation of Ordinance L . and shall be corrected. /YPa a/ /1 Gc1 ,c` -Sac ,/' /-7S c_ 4p AV /_. 2- 7 lieu- 04-4,04 - -/ j or4 — Signed Building Otticla Inspector OWN uniform load design span tributary width dead load live load total load stick frame pernack factor * * REVISION SUBMITTAL * * DATE '' d e PROJECT NAME rgN /`, ADDRESS /3 3 57: v CONTACT PERSON Do Al 7<61< 4,J r .7 F PHONE �j a ARCHITECT OR ENGINEER Al A k PERMIT NUMBER W (..P Q W (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: F . 7 0. tom, SHEET NUMBER(S) 'Cloud" or highlight all areas of revisions and date revisions. ISUBMTLTED TO: ko+ CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 b q&... A( • RECEIVED CITY OF TUKWILA AUG 2 2 1991 PERMIT CENTER w ( 4• . El, A. crN I ) R O V D A�' SE? 5 \991 ONISION 1�" August 22, 1991 IRWIN REVISION PERMIT # 6626 Called Done Roxurgh and left message for him to call back. Problem: Revions to Architects drawings may only be sub mitted with his approvel. FOR O PHONE MESS • E %_A. A.M ' el a EAS,E,CALL wANT,S.T ,Eg yoU Oki CODE DATE 40.¢17,/1 q 0- NUMB ER HQ.NNECALL TIME (� 1 EXTENSION FRETUaNED YPU1l GALL. srmns =n 'J..�.. ' 111 Y ' � 4 I.. 7, r i il r .�.. TOPS ' "" FORM 4nn3 DATE ARCHITECT' OR ENGINEER TYPE OF REVISION: SUBMITTED TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * PROJECT NAME ' g-WR M ADDRESS 1 �i 4-f C (p e - s CONTACT PERSON M I f- Per PHONE E! PERMIT NUMBER / (If previously issued) PLAN CHECK NUMBER 6 1 ( 1 7 r M,Gte4, Itf o s SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. D A T E r 5 - I ( - , `` 9 I * * REVISION SUBMITTAL * * PROJECT NAME w na Q �� 1 L ADDRESS Z Sc ' " - A- U • ', CONTACT PERSON ■,.\ v Y ARCHITECT OR ENGINEER H H14- PERMIT NUMBER 6 cv, PLAN CHECK NUMBER L C? (K ) ! r L 1 N >� 0"Pr5F_ Mr tii SUBMI'1'1 TO: • CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 M I lu 144 1 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. Pe,(z. N he (If previously issued) eA TYPE OF REVISION: ! ; C • o P F PHONE r I — ;c( rte P e 2`r `(' TI IKWII_A APPROVED AUG 15 1991 BOLDING DIVISION CITY OF RECEIVED NUU I y .131 PERMIT CENTER CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKIVILA, WASHINGTON 98188 Plan Check #91 -177: Irwin, Philip & Judy 13324 56 Av S PHONE 11 (206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME ART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER � coC0 . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 7. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), and Washington State Energy Code (1990 Edition). 9. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority violate or cancel the provisions of this code shall be valid. Gary L. VanDuseu, Mayor "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 X 2 Foundation • 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 X 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 R 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) SITE ADDRESS: 13324 56 Av S Q BUILD1G PERMIT INSPECTION RECORD CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 (Post with Building Permit in conspicuous place SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Irwin, Philip & Judy CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (1)(0 (o-.;cy. INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -In inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be Installed to keep attic ventilatbn points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: • Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. MVO JUN21 1991 CITY '( TUr ■vvtLA PLANNING DEPT. June 21, 1991 City of Tukwila Dept. of Community Development 6300 South Center Blvd. Tukwila, WA 98188 Attn: Ann Siegenthaler RE: Irwin Residence 13324 56th Ave. S. Tukwila, WA Dear Ann: The following calculation using Tukwila's multipliers show that new construction shall be under $2,500.00 New entry- 17 sq. ft. x`$72.90 = $ 1,239.30 I X 624.16---7 I°g° • GC: New canopy- 96 sq. ft. x $13.10 = $ 1,257.60 gip X 0 ,55 = Oho ' S (used carport miltiplier) $ 2,496.90 ,; & c. y 3 Please call me or Mike Pernack if you have any questions. Sincerely, Judy Irwin • -- / Ve te , ets 4/4C-t- - ( 4 6 // f ACTIVITy LOG COMMENTS X 1. Footings 2. Foundation 3. Slab /Slab insulation 4. Shear Wall Nailing X 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling X 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final X 17. Building Final PL ,N REVIEW COMMEt & Plan Check No.: 91 Project: I W1N - Re%1Det\roe REMODCI, REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and Tight fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final Inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition),- - Editlo: 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. • .112 11 111 CITY OF TUKW1LA Department of Community Development - Building Division Phone: (206) 431 -3670 OCCUPANCY GROUP TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HEIGHT / # OF STORIES Q __ FLOOR AREA tia5 OCCUPANT LOAD EXITING REQUIREMENTS (1 ? DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION CHAPTER 51-10, W.A.C. NOTES PREPARED BY: PLAN REVIEI D k. PART V, CHAPTER 23, W.S.E.C. Tear-AO EC?, Pfee.046C112 K► PLAN CHECK NUMBER 9I - 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: U - � 1 L. 4 p T 1 N ADDRESS: 1'3324 _- DATE: cam T f . 54 ✓ DATE: q3/T " • 1 1 1 1 .- 1 / 1 SITE PLAN LN FEET ) 1 inch = 20 ,„,t,,,,,....: L.: - - 7.-.,7 . , :,... .i -!f:'=:,...:: 1, ,..,,,.ei,.. N \ '-•,,,J...:;"74,... kNj 1 \ . ,....:,; : 1 .,. .r . H. ,! f -1-1 . . (/41f/;;: i.'' , , . II f iqS, \ .'• - • - •••• • 1, ' . f.. 7i. .: '-.7 7 „ 1 _ >' / "..,T2 ._ ;..73 •. --7; :17 1'1- 4 :1- 3,r . -', 1 I '( 4 '-`,-.:-. , i 4 ‘ .7 e, il ; .•, \ :•:1! ... . . ......s ; — . , ,,. - I . ..,_ ,... : .. , . 1. ------ — .. '2. e.:• ; -!''''''': I r ;'- _ .3 . 1 ' ''• '' .. ' ,. ° ) Ir : ' 1 . ,. 4 :J I .' ''..•2.7.'Ll--'.2_,_:.:risl-E)L:,:-..i'.:-f-51';-':7--i-i--17-;:1!r:-.1:1',., . .r. Ft r,- - Z A ■Ier I . • .■ cl ,, ' '- !1.''..‘i17,_ h ' , :.-- . !:•'2F-...."- ,,,,::'•-• 4 , - , - ,,I ' ...c :! , P ‘• N 1 •<,'. :-7... - • ' -• ; ,•-i•-•••••••'*;:"-- ji ;\\' 10, t i-;:j-A` ''''::".' '''::..-,.1--;:1:1:::!:: :1-1:1,.--.:-/:•i; 1 ' II :l' 4„ . '..<..,.,.,::::"..;,:j.:_-,::1,,.•::,-.!;. , ,,. .: ..... ' ,:l. .,..,• ,...; -. \ : 1-:::.-.4..1:4;::::::,-;: i..:;.' ••‘, • - i 4 :.• •t:i-7,.,1:',, .,.-A . :•-:--t ....,_ ,...,,•... ,,,„ . ..,_.._., , .. .,.,... .. "4 7; '''-- 7 .- • ■• -\,,,••,.. ., , ___,.:7_ .,,,_ i - ---,,,, •-•,`„...`„; _....;;_ !:4 !'• _ li _.•:; c-c ' ' : • •-, — 7: 7 - - — :'•-• -.\ ' : • ,-,.. V ,/, ,,, I Z-, ',. St s 4,, 1 ' ••••/ ...,!..-4 \s. \,: • : - ';---.., 0 . .1 : , ,. ,::,.. s.(: , ; ....; ■ ?..;;. '6,-4 I - i' l l ;, , , ,...,..,, 1„ 4 :41v . :;._ : :..1: 7 : : ; ;;----- '• 4 , • •: s • ..,, -:- _.. , ,; • „.,,;,,,,.:.,; , i_J : ,_ :- . A ... .... 7 i ' tf•::: :..:: .. ': --'` l' L-_-_:•.!. \ i - ' . 2 ' -K' ' . -.A.!,.., • ;.. .4 ... ii••■•\ • k§ • \`: `v. S • . • c • 13 1, • s- _ • • . rsr .. •sz• "I I : •' Z.- ' • S ■_!. , ' `,... '" 6 ' . - ... ,,,... 1 .: 1 I 5 ti• < ' A % ... :,1".1•1',Ti*:il`' i LT 5T , .,,‘`• f•■•• s,: \ • , . . • .: • A : ..?. i r,.. ,: i../ ..' ' . . • . : - _-1='-f!I_. 13 GRAPHIC SCALE 1 L_LJ T A i • - • • • 1SJIL:. • 1 . LEGAL DESCRIPTION EAST RIVE:PT HN GARDEN IkS 2ND • ,:., e : j , • c. 9. t ..41 CO340. • 1 otm.a • " , • r j r n . e 0 ' tA•■••■•,nr , K4,-... \ s [., .46: 141, ..le• 1-e 41 .-- (1 ""E 1/1/ I sl • N ■. 6 „ cz-s- ADDITION 44 1 3' \ / / / / , it I e es fLic) ecji ‘..r,$) I I 1 I 2_1 31 41 pi NO 1B " tr. 4_1‘ r.AN • . "• 'S,14 • C14 • It • - .4. ,10. 41- g4'&Q fletir) rr.or-1 *°* , e-Y- ()jt:; re?.;)rie 6.-of 1111 • 40•) (..,41\JJ ‘'f" go 10c)4-11oNJ isew W- 1,064 e , -s1 • .1 ; ••.,) ; e■pi I 4 OWNER Philip & Judy Irwin _ ADDRESS 1 3324 56th Ave. S. Seattle, _ TAX PARCEL NUMBER 21 7200— 021 0-0 STATISTICS — RESIDENTIAL SITE Slitl..ALL)RESS ZONING CODE 'DOI AREA LOT_ C.OVERAGE ALLOYLD. ACTLIA.L . LOT COLA GE: (F( OT PRINT) ALLJWAI3LE .HEICHT/A.ERAGE .CfADE AC.T.U.AL PIEr.22HT/ A AVG. P.MK,ING LA1KING . PROVIDED ET I3ACK3 FR(_)NT LAR SIDE . .31D E BUILDING CL).DES c).:SCOPALI.C.'{ Lr P_ALI C LEP AR A :1`1`-; 00..1.1..TRUCTION TYFT 6UILDING SIZE ' 1ST - 7 LOOF 1 tr v•.) gavr9 1"),c -S-41:Ff.7214i7R'. TOTAL. .FEET. F. OOT COVERAGE ENERGY (:)r V) so** ..■•• 75.127 Ni 121r-IH(- 11 bF- \A) • Nes 1 67 - QP • 1 IN • HEhrl..S ISTEM, TG BE INSULATION CEILING E I C R SLAB. GROSS FLOOR. AREA GLAZED_ .AREA N) .14tegre- IK.Y.LIGH.T. AREA TOTAL .CLAZE'D tREA PERCENT GLAZES). AREA ALL. W_INDOWS 10 B.E..I)OUB_LE LL DOOR.S.. TO...BE . WEATHER_ STRIPPED ALL_ CONS.I.PUCTION__JOINTS...T.0_.BE _CAULKED. — 1 f . 1 t. N'fl 1 KJ evo \ ft,1 ii";:ovJ • KJ1 i Z,[411 r1r 4dr> 6,cim\rnsfiL, - rot - 1> WA 98178 PHONE 241-5929 Zot , ' •- Ir27- 14D, 2 T ri :1 I2 1 ifr'n = , L ■••••■•■••••••••••=11•01.1V J MID 7 \J1i rt„00 SIPARAft. PERMIT AND • API)ROV AL RWIRED • •ir eaegM•imr/...1/•■•/MME.r.ONerif. 1 1 ‘\[,--,77- `,)(A F.E1 1/4 1 (A-k- t < e.4 _PI ta-1A19 fI• i1 .1‘, •••••11•10 1••••0116.1 „--- . I I 1 —)1 •• . • . •^ ••••—•• 1 , •r." ,—.................-.•••••••-•••••••••• - E,LE4 it...k.„)(wi tAc-k - t\doblaod Vox tt.e Oat\ ONe,c.N.t 0a et 011,1 IN:10 • • jl.u.'! 0 5 .1991 \ , ‘"21';V:SA A 1 ( 1. . • • • • 1 • • • • • • no.••■■•••••11111M11011070011•It •I• <ate: 4A4)1 Job No. 9102 • ( — A 1 . 1 ,/ • -- I. ■ DRAFTSPERSON: M. CROUSE I DATE: 03 -13 -91 JOB NO: 0291 -03 f i DRAWN BY F A CAD RESOU COMPUTER DESIG DRAFTING SERV 9613 ISSAQUAH -HOBA ISSAQUAH, WA (206) 391 -4397 SNOISIA3R II 1 1 , ON! 111 " • 1 1 1 1 .- 1 / 1 SITE PLAN LN FEET ) 1 inch = 20 ,„,t,,,,,....: L.: - - 7.-.,7 . , :,... .i -!f:'=:,...:: 1, ,..,,,.ei,.. N \ '-•,,,J...:;"74,... kNj 1 \ . ,....:,; : 1 .,. .r . H. ,! f -1-1 . . (/41f/;;: i.'' , , . II f iqS, \ .'• - • - •••• • 1, ' . f.. 7i. .: '-.7 7 „ 1 _ >' / "..,T2 ._ ;..73 •. --7; :17 1'1- 4 :1- 3,r . -', 1 I '( 4 '-`,-.:-. , i 4 ‘ .7 e, il ; .•, \ :•:1! ... . . ......s ; — . , ,,. - I . ..,_ ,... : .. , . 1. ------ — .. '2. e.:• ; -!''''''': I r ;'- _ .3 . 1 ' ''• '' .. ' ,. ° ) Ir : ' 1 . ,. 4 :J I .' ''..•2.7.'Ll--'.2_,_:.:risl-E)L:,:-..i'.:-f-51';-':7--i-i--17-;:1!r:-.1:1',., . .r. Ft r,- - Z A ■Ier I . • .■ cl ,, ' '- !1.''..‘i17,_ h ' , :.-- . !:•'2F-...."- ,,,,::'•-• 4 , - , - ,,I ' ...c :! , P ‘• N 1 •<,'. :-7... - • ' -• ; ,•-i•-•••••••'*;:"-- ji ;\\' 10, t i-;:j-A` ''''::".' '''::..-,.1--;:1:1:::!:: :1-1:1,.--.:-/:•i; 1 ' II :l' 4„ . '..<..,.,.,::::"..;,:j.:_-,::1,,.•::,-.!;. , ,,. .: ..... ' ,:l. .,..,• ,...; -. \ : 1-:::.-.4..1:4;::::::,-;: i..:;.' ••‘, • - i 4 :.• •t:i-7,.,1:',, .,.-A . :•-:--t ....,_ ,...,,•... ,,,„ . ..,_.._., , .. .,.,... .. "4 7; '''-- 7 .- • ■• -\,,,••,.. ., , ___,.:7_ .,,,_ i - ---,,,, •-•,`„...`„; _....;;_ !:4 !'• _ li _.•:; c-c ' ' : • •-, — 7: 7 - - — :'•-• -.\ ' : • ,-,.. V ,/, ,,, I Z-, ',. St s 4,, 1 ' ••••/ ...,!..-4 \s. \,: • : - ';---.., 0 . .1 : , ,. ,::,.. s.(: , ; ....; ■ ?..;;. '6,-4 I - i' l l ;, , , ,...,..,, 1„ 4 :41v . :;._ : :..1: 7 : : ; ;;----- '• 4 , • •: s • ..,, -:- _.. , ,; • „.,,;,,,,.:.,; , i_J : ,_ :- . A ... .... 7 i ' tf•::: :..:: .. ': --'` l' L-_-_:•.!. \ i - ' . 2 ' -K' ' . -.A.!,.., • ;.. .4 ... ii••■•\ • k§ • \`: `v. S • . • c • 13 1, • s- _ • • . rsr .. •sz• "I I : •' Z.- ' • S ■_!. , ' `,... '" 6 ' . - ... ,,,... 1 .: 1 I 5 ti• < ' A % ... :,1".1•1',Ti*:il`' i LT 5T , .,,‘`• f•■•• s,: \ • , . . • .: • A : ..?. i r,.. ,: i../ ..' ' . . • . : - _-1='-f!I_. 13 GRAPHIC SCALE 1 L_LJ T A i • - • • • 1SJIL:. • 1 . LEGAL DESCRIPTION EAST RIVE:PT HN GARDEN IkS 2ND • ,:., e : j , • c. 9. t ..41 CO340. • 1 otm.a • " , • r j r n . e 0 ' tA•■••■•,nr , K4,-... \ s [., .46: 141, ..le• 1-e 41 .-- (1 ""E 1/1/ I sl • N ■. 6 „ cz-s- ADDITION 44 1 3' \ / / / / , it I e es fLic) ecji ‘..r,$) I I 1 I 2_1 31 41 pi NO 1B " tr. 4_1‘ r.AN • . "• 'S,14 • C14 • It • - .4. ,10. 41- g4'&Q fletir) rr.or-1 *°* , e-Y- ()jt:; re?.;)rie 6.-of 1111 • 40•) (..,41\JJ ‘'f" go 10c)4-11oNJ isew W- 1,064 e , -s1 • .1 ; ••.,) ; e■pi I 4 OWNER Philip & Judy Irwin _ ADDRESS 1 3324 56th Ave. S. Seattle, _ TAX PARCEL NUMBER 21 7200— 021 0-0 STATISTICS — RESIDENTIAL SITE Slitl..ALL)RESS ZONING CODE 'DOI AREA LOT_ C.OVERAGE ALLOYLD. ACTLIA.L . LOT COLA GE: (F( OT PRINT) ALLJWAI3LE .HEICHT/A.ERAGE .CfADE AC.T.U.AL PIEr.22HT/ A AVG. P.MK,ING LA1KING . PROVIDED ET I3ACK3 FR(_)NT LAR SIDE . .31D E BUILDING CL).DES c).:SCOPALI.C.'{ Lr P_ALI C LEP AR A :1`1`-; 00..1.1..TRUCTION TYFT 6UILDING SIZE ' 1ST - 7 LOOF 1 tr v•.) gavr9 1"),c -S-41:Ff.7214i7R'. TOTAL. .FEET. F. OOT COVERAGE ENERGY (:)r V) so** ..■•• 75.127 Ni 121r-IH(- 11 bF- \A) • Nes 1 67 - QP • 1 IN • HEhrl..S ISTEM, TG BE INSULATION CEILING E I C R SLAB. GROSS FLOOR. AREA GLAZED_ .AREA N) .14tegre- IK.Y.LIGH.T. AREA TOTAL .CLAZE'D tREA PERCENT GLAZES). AREA ALL. W_INDOWS 10 B.E..I)OUB_LE LL DOOR.S.. TO...BE . WEATHER_ STRIPPED ALL_ CONS.I.PUCTION__JOINTS...T.0_.BE _CAULKED. — 1 f . 1 t. N'fl 1 KJ evo \ ft,1 ii";:ovJ • KJ1 i Z,[411 r1r 4dr> 6,cim\rnsfiL, - rot - 1> WA 98178 PHONE 241-5929 Zot , ' •- Ir27- 14D, 2 T ri :1 I2 1 ifr'n = , L ■••••■•■••••••••••=11•01.1V J MID 7 \J1i rt„00 SIPARAft. PERMIT AND • API)ROV AL RWIRED • •ir eaegM•imr/...1/•■•/MME.r.ONerif. 1 1 ‘\[,--,77- `,)(A F.E1 1/4 1 (A-k- t < e.4 _PI ta-1A19 fI• i1 .1‘, •••••11•10 1••••0116.1 „--- . I I 1 —)1 •• . • . •^ ••••—•• 1 , •r." ,—.................-.•••••••-•••••••••• - E,LE4 it...k.„)(wi tAc-k - t\doblaod Vox tt.e Oat\ ONe,c.N.t 0a et 011,1 IN:10 • • jl.u.'! 0 5 .1991 \ , ‘"21';V:SA A 1 ( 1. . • • • • 1 • • • • • • no.••■■•••••11111M11011070011•It •I• <ate: 4A4)1 Job No. 9102 • ( — A 1 . 1 ,/ • -- I. ■ DRAFTSPERSON: M. CROUSE I DATE: 03 -13 -91 JOB NO: 0291 -03 f i DRAWN BY F A CAD RESOU COMPUTER DESIG DRAFTING SERV 9613 ISSAQUAH -HOBA ISSAQUAH, WA (206) 391 -4397 " • 1 1 1 1 .- 1 / 1 SITE PLAN LN FEET ) 1 inch = 20 ,„,t,,,,,....: L.: - - 7.-.,7 . , :,... .i -!f:'=:,...:: 1, ,..,,,.ei,.. N \ '-•,,,J...:;"74,... kNj 1 \ . ,....:,; : 1 .,. .r . H. ,! f -1-1 . . (/41f/;;: i.'' , , . II f iqS, \ .'• - • - •••• • 1, ' . f.. 7i. .: '-.7 7 „ 1 _ >' / "..,T2 ._ ;..73 •. --7; :17 1'1- 4 :1- 3,r . -', 1 I '( 4 '-`,-.:-. , i 4 ‘ .7 e, il ; .•, \ :•:1! ... . . ......s ; — . , ,,. - I . ..,_ ,... : .. , . 1. ------ — .. '2. e.:• ; -!''''''': I r ;'- _ .3 . 1 ' ''• '' .. ' ,. ° ) Ir : ' 1 . ,. 4 :J I .' ''..•2.7.'Ll--'.2_,_:.:risl-E)L:,:-..i'.:-f-51';-':7--i-i--17-;:1!r:-.1:1',., . .r. Ft r,- - Z A ■Ier I . • .■ cl ,, ' '- !1.''..‘i17,_ h ' , :.-- . !:•'2F-...."- ,,,,::'•-• 4 , - , - ,,I ' ...c :! , P ‘• N 1 •<,'. :-7... - • ' -• ; ,•-i•-•••••••'*;:"-- ji ;\\' 10, t i-;:j-A` ''''::".' '''::..-,.1--;:1:1:::!:: :1-1:1,.--.:-/:•i; 1 ' II :l' 4„ . '..<..,.,.,::::"..;,:j.:_-,::1,,.•::,-.!;. , ,,. .: ..... ' ,:l. .,..,• ,...; -. \ : 1-:::.-.4..1:4;::::::,-;: i..:;.' ••‘, • - i 4 :.• •t:i-7,.,1:',, .,.-A . :•-:--t ....,_ ,...,,•... ,,,„ . ..,_.._., , .. .,.,... .. "4 7; '''-- 7 .- • ■• -\,,,••,.. ., , ___,.:7_ .,,,_ i - ---,,,, •-•,`„...`„; _....;;_ !:4 !'• _ li _.•:; c-c ' ' : • •-, — 7: 7 - - — :'•-• -.\ ' : • ,-,.. V ,/, ,,, I Z-, ',. St s 4,, 1 ' ••••/ ...,!..-4 \s. \,: • : - ';---.., 0 . .1 : , ,. ,::,.. s.(: , ; ....; ■ ?..;;. '6,-4 I - i' l l ;, , , ,...,..,, 1„ 4 :41v . :;._ : :..1: 7 : : ; ;;----- '• 4 , • •: s • ..,, -:- _.. , ,; • „.,,;,,,,.:.,; , i_J : ,_ :- . A ... .... 7 i ' tf•::: :..:: .. ': --'` l' L-_-_:•.!. \ i - ' . 2 ' -K' ' . -.A.!,.., • ;.. .4 ... ii••■•\ • k§ • \`: `v. S • . • c • 13 1, • s- _ • • . rsr .. •sz• "I I : •' Z.- ' • S ■_!. , ' `,... '" 6 ' . - ... ,,,... 1 .: 1 I 5 ti• < ' A % ... :,1".1•1',Ti*:il`' i LT 5T , .,,‘`• f•■•• s,: \ • , . . • .: • A : ..?. i r,.. ,: i../ ..' ' . . • . : - _-1='-f!I_. 13 GRAPHIC SCALE 1 L_LJ T A i • - • • • 1SJIL:. • 1 . LEGAL DESCRIPTION EAST RIVE:PT HN GARDEN IkS 2ND • ,:., e : j , • c. 9. t ..41 CO340. • 1 otm.a • " , • r j r n . e 0 ' tA•■••■•,nr , K4,-... \ s [., .46: 141, ..le• 1-e 41 .-- (1 ""E 1/1/ I sl • N ■. 6 „ cz-s- ADDITION 44 1 3' \ / / / / , it I e es fLic) ecji ‘..r,$) I I 1 I 2_1 31 41 pi NO 1B " tr. 4_1‘ r.AN • . "• 'S,14 • C14 • It • - .4. ,10. 41- g4'&Q fletir) rr.or-1 *°* , e-Y- ()jt:; re?.;)rie 6.-of 1111 • 40•) (..,41\JJ ‘'f" go 10c)4-11oNJ isew W- 1,064 e , -s1 • .1 ; ••.,) ; e■pi I 4 OWNER Philip & Judy Irwin _ ADDRESS 1 3324 56th Ave. S. Seattle, _ TAX PARCEL NUMBER 21 7200— 021 0-0 STATISTICS — RESIDENTIAL SITE Slitl..ALL)RESS ZONING CODE 'DOI AREA LOT_ C.OVERAGE ALLOYLD. ACTLIA.L . LOT COLA GE: (F( OT PRINT) ALLJWAI3LE .HEICHT/A.ERAGE .CfADE AC.T.U.AL PIEr.22HT/ A AVG. P.MK,ING LA1KING . PROVIDED ET I3ACK3 FR(_)NT LAR SIDE . .31D E BUILDING CL).DES c).:SCOPALI.C.'{ Lr P_ALI C LEP AR A :1`1`-; 00..1.1..TRUCTION TYFT 6UILDING SIZE ' 1ST - 7 LOOF 1 tr v•.) gavr9 1"),c -S-41:Ff.7214i7R'. TOTAL. .FEET. F. OOT COVERAGE ENERGY (:)r V) so** ..■•• 75.127 Ni 121r-IH(- 11 bF- \A) • Nes 1 67 - QP • 1 IN • HEhrl..S ISTEM, TG BE INSULATION CEILING E I C R SLAB. GROSS FLOOR. AREA GLAZED_ .AREA N) .14tegre- IK.Y.LIGH.T. AREA TOTAL .CLAZE'D tREA PERCENT GLAZES). AREA ALL. W_INDOWS 10 B.E..I)OUB_LE LL DOOR.S.. TO...BE . WEATHER_ STRIPPED ALL_ CONS.I.PUCTION__JOINTS...T.0_.BE _CAULKED. — 1 f . 1 t. N'fl 1 KJ evo \ ft,1 ii";:ovJ • KJ1 i Z,[411 r1r 4dr> 6,cim\rnsfiL, - rot - 1> WA 98178 PHONE 241-5929 Zot , ' •- Ir27- 14D, 2 T ri :1 I2 1 ifr'n = , L ■••••■•■••••••••••=11•01.1V J MID 7 \J1i rt„00 SIPARAft. PERMIT AND • API)ROV AL RWIRED • •ir eaegM•imr/...1/•■•/MME.r.ONerif. 1 1 ‘\[,--,77- `,)(A F.E1 1/4 1 (A-k- t < e.4 _PI ta-1A19 fI• i1 .1‘, •••••11•10 1••••0116.1 „--- . 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ECT low, STAlf Of daff$: 6151,14Wris-WR. 1 i'40 z>.tor 134\PINCvie-, Oz. 4 C.,..6.114017.5 4 w‹. spet.x/114 4 • A ll = is a il ouF -nor! rf--/-4N1 ti M - UP e • Ie I L No.18 e <,.. �W..• ii E T I T 6 8 G 9 9 I E Z W3T IIIIIIIII Iilii lliri T lllllllliillillllll IIIIIII IIIIIIIII Iiilliiil iI!ilti!!I IIIIIIIII III li!II IIIIIIIII IIIIIIIlilIIIIIIIII IIII IIIII IIIIIIIII N-17.0 k -- 1\10/J 60n L -- (li 1 ( ExI ) , /Fr ova- - 1 -(v-I fro t,1 \ k3J 0-1 R 2 Ca ,e2kIAir CITY OF TUKWILA APPROVED Jih 1 1911 A Aid Bt It.CI SION CITRECEIVED IILA MAY 7 1991 PERMITCENTER Typical CCT Installed iii ;MAf i s'i F';' Da #e .,•f0�y4! I Job No. OL N1 ,J )r>O ^. - =- — --� (H &- (4 . [x1 1111 & ) (I,PJ 44-4,. r - -l Iz ,% �v LK,A Vtr 1�' w 1, 'F I�-1� la1Ib INc)UI„ 2)C4 C 1%" p, 04w 1 4.- 11 kNE4 1 169'J n, owl ox1onhicl IJ,i eOHrocii ) ( 4.i' N6i1.6S Toed P3V4 p.wr4ust, ,* rsix F104 Pq ��6II r14400 ifi N 0-A OK UF, '" )1Vh kr i 'aG, 114UL4 5 efoi•vJ, t r OAti 7 641 , 04 / 1Yr --g- -�= re__. vIL +41 (ri rJ 6) Imo, 341' ,r ., ,9D ( 1.1111,10 I X 10 1t s. 1i°' 4 • .c 'L .. r. l T� Tzi!I "tl04 it '/ W A I k r2 p X � I X Ir/ I 4 ,, (.I -a CZ)0-4- 6,4.r lm-r) r i 611‘, 1 Ie1(w4or' '%'r rf — 4 *s P I i _._____ -_ ,Au. I �I ,� I_ i I 11x' { OW , t- '5 IDIK6 ,., T ET • • I TI T 6 TS IL 111111111 Ills IIII Illilllll IIIIIIIII 1!1111111 Illiliill Iliillilllllii1Illllllll1llll OM ea' l e g i 11 O`►` ! Wzr m a • iiiiluuhiiduii I�I,i11lIIlII'II I 1 1 I 111 11i111I�111�1� I II�IIIIIIIIIIII IIIi111I 1111�111 6 , No.18 c ii 1111 Z wu IIII�IIII Illiliili 4 I2. )4 001 — fICI I ii " I y 1r r .4A i� 001,4 eatarl rl �_vJ CNf. ... 13 p` NIOto 4 .A'1,1611-#'1"6 I t\1 N e 6 4» t• ' 1 (O.?) 14 4 4 CITY OF TUKWII.A APPROVED s ILDI G !VISION RECEIVED (;TTY OF TI JKVVILA MAY 7 1991 PERMITCENTER w Y 0 7 l99 1 .122 FS ii ;i1F d`l) ARCHITECT I MINA I. J Pf RNACK STATE Of WASHINGTON V WINDOW & SKYLIGHT SCHEDULE t 111 SYM SIZE QT" GLAZED AREA SO FT x QTY EATED AREA ONLY TYPE REMARKS C k Le •p $ ‘-' ez14-• 1 j 2 3 I 3 li ifoli 2-; 2 7 ".‹. 6 ._ Pif LOCATION SIZE ( -1- 12 Dili 1 EADJAMB•THRES 6f /rte' (_ - r-.-, �- — 11 p SWING 10-40 L"4 ;` Y � 6 °� /1 Ai ---- TEMP MATTFIN 0 1 — I 3 1p$ i:* titilo 2, Z7 ��.�. � i rs uA 1 21 -- -- - — 6°4= ! - ■.. 4 _, 4. fae [ � i ..-► 6 . . 1 ts. r g 02 C) - - - ---- ( 232. 7f 0 AZ 1 [ C, I tio . • 03 `L& 're 0 , 0 q ) b t 1 rior-46410-2 04 0 oz. 1 1 * • t e vIV i yo LA II °R. 0 FIALA., -ra p-r 5-V-01.. � • y M I ll 1 1 u H.o.. � 1ralik u 6n � 1 ® 1 1 . 4 101 -- _ - - F m li rjogyil : 1 i ID VI il; 4 II 06 pi c /0111 7 _ . _ 4 n 07 VA r ....Loi r O8) Xr.i- L Ia.. 1 1 1 o lo r 1 - 0 31 I i i 1 � 11111 I i 0 � - � ___, WOO 41 1 - -------_---- -- n _ __ ____ ______ 0 - • F7 la 4011114 I ii 11111 Nil rn __ - - ._. 1 1 SONO l' ilill I - --- - _ - 13 WA 011 i -- __ ■ __ -_i_ ___ 51 ________ - -- - ME O 1 1 it © ■ A 1 1 6 I ,/, , , \ /\ CITY OF TUKWILA —_ - R t8:0 i ■ A ■ 6., 1 i . a Vllr 131- Si JU; .�. .% RIADI '' 'I __ ..._ - -- -• ,..,., ,,,,,,,,,,, , 18 18 19 19] � ROOM FINISH SCHEDULE t 111 'II _ OPENING ROUGH '� DOOR - --j a WALL THICK I N - HARDWARE DETAILS REMARKS NO W 3 LOCATION SIZE ABEL LOCK CLOS THRES PUSH 1 EADJAMB•THRES — 11 p SWING THICK a ---- TEMP MATTFIN 0 1 — NO 0 I _ 4 01 � G b 14W I - 1-14-1/4A) _ . [ � i wf,„, 02 441--1 V Verie, V(9 � i ___ e, l O 3 [ I tio . • 03 `L& 're 0 , 0 q ) b t 1 rior-46410-2 04 0 oz. 1 1 * • t e vIV i yo LA II °R. 0 FIALA., -ra p-r 5-V-01.. � • y M I ll 1 1 u H.o.. � 1ralik u 6n � 1 ® 1 1 . 4 101 -- _ - - F m li rjogyil : 1 i ID VI il; 4 II 06 pi c /0111 7 _ . _ 4 n 07 VA r ....Loi l O8) Xr.i- L Ia.. 1 1 1 o lo r 1 - 0 31 I i i 1 � 11111 I i 0 � - � ___, WOO 41 1 - -------_---- -- n _ __ ____ ______ 0 - • F7 la 4011114 I ii 11111 Nil rn __ - - ._. 1 1 SONO l' ilill I - --- - _ - 13 WA 011 i -- __ ■ __ -_i_ ___ 51 ________ - -- - ME O 1 1 it © ■ 1 1 6 I ,/, , , \ /\ t8:0 i ■ A ■ 6., 1 i . - - - t Si 1 __ ..._ ,..,., ,,,,,,,,,,, , 18 18 19 19] __________________ -- -- 20 ■ 21 . _ 22 ■ O r ■ ID 3 ■ 24] [41:125 6 E26 tIll [•] CAI ■ ■ 8 Ed 29 30 30 31 0 i 0 0 1 ■r . . 0 0 F i a -- ■■ � , w 3 ■ 36 P ■� m ■ tai is - - -- 38 ■ ■ __ , ....__ - (39 I -- _- 40 [ 40 41 41 -- - - 42 . 43 - _- 44 44 _ 4 -5 II 45 �46 46 7 f 47) ■ � ROOM FINISH SCHEDULE t 111 'II REMARKS Na FLOOR WALLS CEILING NAME BASE MATERIAL 9 fi io z !I W 3 __I e _ j ( Y • L(.1 SOU,TH WALL LP 6 s = — 11 :,- :( ,i a t 1 6 ‘) [ No 910106-1 12 • - 1-14-1/4A) [ � i wf,„, C Y57fn1a k4iFai _ II Lj,'jt' II 4A06r.. 0 • � i ___ e, [ I tio . • 11 II/Ll.m ar 1 0 oz. 1 1 * • t e vIV i yo LA II °R. • y M I ll 1 1 u H.o.. � 1ralik u 6n � 1 1 1 0 4 101 F m li rjogyil : 1 i ID VI il; 4 II /0111 1 II 4 n VA r ....Loi l i..... . L Ia.. 1 1 1 o lo r 1 - 0 31 I i i 1 � 11111 I i � Aultiltill LI. 410 ii WOO 41 1 n F7 la 4011114 I ii ligi1 OM III rn __ ink I 11 rl 1 1 SONO l' ilill I airril WA 011 i r 1 1 )7/01 II I I El 1 it I ,/, , , \ /\ t8:0 i ■ A ■ 6., 1 i . - - - t 1 ..._ ,..,., ,,,,,,,,,,, , > I III11' VI �IIIIII1 t 111 'II t 1 1 1 1�IIIIIII1II ii ,S llII L l Illil ll llI11 �I II1111 1 111111IIII 9 fi C !I W 3 • ti .;t 'DOOR SCHEDULE f rimur 1 5I I / �� I��l 1_ No.18 0: <, r r ro .. r . MANUFACTURER �L MATERIAL i`,--'L W /SCREENS 0 12- w t Jk;» 4Js H 1JST M 06~5 R - RECEIVED CITY OF TI IKWILA MAY 7 1Y91 PERMIT CENTER 0 t K MAY 0 7 1591 M 4 1111 lIII IIII1IIIIII 1 1 1 1 1 1 1 1 1 I II1IIII 1111111 11 IIII1IIII !III IIII IdIIII IIIIIIIIIIIIIWIIIIIIII EXTERIOR OPENINGS for natural light end ventila- tion shall open directly onto a street or public alley or a yard or court located on the same lot as the building. For the purpose of determining tight and ventil- ation requirements, any room rnae be considered as a portion of an adjoining room when one-half of the tires of the common wall Is open and un- obstructed and provides an opening of not less than one-tenth of the floor area of the Interior room or 25 square feet, whichever is greater. Section 12O5(a). U.8.C. - 02.0 LIGHT - Alt habitable macros within a dwelling unit shntt be provided with natural tight by means of exterior glazed openings with an area not lass than one- tenth of the floor area of such rooms with a minimum of 10 square feet. Section 1205(a), U.B.C. 011.0 VENTILATION - All habitable rooms within a dwelling unit shall be provided with natural ventilation by means of openable exterior openings with an area of not - •st....ctn e, a l e :wee geed of such rooms with s minimum of 5 square feet. In (feu of required exterior open- ings for natural ventilatfon, a mechani- cal ventilating system may be provided. Such system shalt be capable of prcvidino two air changes per hour In all habitable rooms, with a minimum of 5 cubic feet of air per minute (5 cfm) per occupant taken from outdoors. Section 305, Table No. 3 -1, Washington State Energy Code and Section 1205(a), U.B.C. 04.0 VENTILATION - Alt bathrooms, water closet compartments, taundry rooms and similar rooms shall be provided with n eturat ven- tilation by means of openabte exterior openings with an area not less than one- twentieth of the floor area of such rocs with a minimum of 1 -1/2 square feet, or shalt be provided with exhaust fans con- nected directly to the outside or other . ventilation systems approved by the building official having a capacity of not tesa than that-specified in Table No. 3 -1, Section 305, Washington State Energy Code and Section 1205(a), U.B.C. 05.0 Kitchens, without natural ventilation, shatt be provided with exhaust fans connected directly to the outside or other ventilation systems approved by tree building official having a capacity of not less than that specified in Section 305 and Tabte No. 3 -1, Washington State Energy Code. 05.1 Unless otherwise approved by the building official, kitchen range exhaust hoods shalt be exhausted directly to the outside, using metal ductwork (complying with Chapter 10), with smooth interior surfaces. Section 1104 and Chapter 10, U.N.C. 05.2 Domeatic clothes dryers shalt be exhausted directly to the outside If to an area that la habitable or contsll:ing other fuel- burning appliances and shalt meet the provisions of Section 1104, U.M.C., as well as clothes dryer manufacturer's instructiorba and recommendations, Section 1903, U.M.C. Dryer exhaust ducts shett terminate on the outside of the building and shalt be equipped wiht a beck -draft dartper. Ducts shell not be connected or installed with sheet metal screws or other fasteners which wilt obstruct the finw. Unless otherwise permitted or required by the dryer manufacturer's instructions and approved by the building official, dryer exhaust ducts shall not exceed a total combined horizontal and vertical length of 14 feet, including two 90- degree elbows. Two feet shalt be deducted for each 9O-degree elbow in excess of two. Section 1104, 1903, U.M.C. HABITABLE SPACE (ROOM) is space in a structure for living, steeping, eating, or cooking. Bathrooms, toilet compartments, closets, halts, storage, or utility space and similar areas are not considered habitable space. Section 409, U.B.C. 01 . 0 CEtLtNG HEfc11rS - Habitable space shalt have a ceiling height of not less than 7 feet, 6 Inches, except as otherwise permitted in this section. Kitchens, halts, bathrooms, and toilet compartments may have a ceiling helQht of not tess than 7 feet measured to the lowest pro- jection from the ceiling. Where exposed beam ceiling members are spaced at less than 48 inches on center, ceiling height shall be measured to the bottom of these members. Where exposed bean ceiling members are spaced at 48 Inches or more on center, ceiling height shall be meas- ured to the bottom of the deck supported by these members, provided that the bottom of the members is not less that' 7 feet above the floor. if any room in a building has a sloping ceiling, the prescribed ceiling height for the room Is required In only one - half the area thereof. No portion of the roost measuring less than 5 feet from the fin- ished floor to the finished ceiling shalt be included in any computation of the minimum area thereof. If any room has a furred ceiling, the prescribed ceiling height is required in two- thirds the area thereof, but in no case shall the height of the furred ceil- ing be less than 7 feet. Section 1207(a), U.B.C. LIGHT, VENTILATION AHD SANITATION water closet compartment minimum 30" wide with 2' clear space in front. Section 511(a), U.B.C. '07.0 Shower Malts shall be relatively smooth. hard, nonabsorbent, and not adversely affected by moisture to • height of not less than 70 inches above the drain in- let. Section 510(b), U.B.C. When 9ypeuaa is used as a base for tite or wall panels for tub or shower enclosures or water closet compartment wale, water-resistant gypsum backing board casptyirlg with U.B.C. Standard No. 47 -14 shalt be used, except that water- resistant gypsum board shalt not be used in the following locations: FOUNDATIONS 08.0 09.0 10.3 10.4 10.5 ••• a . b. Over a vapor retarder; In areas subject to continuous high humidity, such as saunas or steam; rooms; c. On ceilings. Section 4712. Wood framing in shower watts shalt be protected per Section 2516(k), U.B.C. Footings and foundations unless otherwise approved by the building official, shalt be constructed of masonry, concrete, or treated wood In conformance with U.B.C. Standard No. 29-3 and In at( cores ghats extend below the frost line and meet the tMlnInun death as repuircd in Table No 29-A unless Another depth Is recommended by a foundation in- ye,Pt1ation. Section 2907(a). U.B.C. Assured allowable ,;oil bearing value 2000 PSF. Sulxmit report per Section 2905 If other than 2000 PSF. Foundation footings shall be placed upon firm, undisturbed native soil. Footings placed upon flit shalt be subject to Sections 23011, 2903 and 2905, U.B.C. Cut slopes for permanent excavations shalt be not steeper than 2 horizontal to 1 vertical and elopes for permanent fills shalt be not steeper than 2 horizontal to 1 vertical unless substantiating data justifying steeper slopes are submitted. Deviation from the foregoing limitations for slopes shall be permitted only upon the presentation of n a6ii investigation report acceptable to the building official. 10.0 The placement of buildings and structures on or adjacent to slopes steeper than 3 horizontal to 1 vertical shalt be in accordance with current King County ordinances, as well as Figure No. 29-1, U.B.C., and the following subsections: 1 Building clearance from ascending slopes. In general, buildings below slopes shaft be set a sufficient di.atence from the v.v,iw. ♦v r.v•.ul, rl1v4,.1.tlf I 114a411 D'uflC drainage, erosion and shallow failures. Except as provided for in Subsection e (below) and Figure No. 29 -1, U.B.C., the following criteria will be assumed to provide this protection. Where the existing slope is steeper than 1 horizon - tat to 1 vertical, the toe of the slope shall be assumed to be at the intereac- tion.of a horizontal plane drawn from the top of the foundation and a plane drawn tangent to the slope at an angle of 45 degrees to the horizontal. Where.a retaining watt is constructed at the toe of the slope, the height of the atope shall be measured from the top of the wail to the top of the slope. 0.2 Footing setback from descending slope surface. footing on or adjacent to slope surfaces shall be founded in firm mater - ial with an embedment and setback from the slope surface sufficient to tovide vertical and lateral support for the footing without detrimental settlement. Except as provided for in Subsection e (below) and Figure 29-1, U.B.C., the following setback is deemed adequate to meet the criteria. Where the slope is steeper than 1 horizontal to 1 vertical, the required setback shall be measured from an imaginary plane 45 degrees to the horizontal, projected upward from the toe of the slope. Poole. The setback between pools regulated by the U.B.C. and slopes shall be equal to one -half the building footing setback distance required by Section • 2907(d) and Figure No. 29-1, U.B.C. That portion of the pool wall eithin a hori- zontal distance of 7 feet from the top of the scope shalt be capable of supporting the water In the pool without soil support. Foundation etevattgn. On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved discharge device a mini- mum of 12 inches plus 2 percent. The building official may eppi alternate elevations, provided it can be demonstra- ted that requfred drainage to the point of discharge and away from the structure 1s provided at all locations on the site. The building official may approve Alternate s t �iacks and cue rances, The building official may require an invectf- gation and recommendation of a qualified engineer to demonstrate that the intent of Section 2907(d), U.B.C., has been satisfied. Such an investigation shall include consideration of materiel, height of slope, slope gradient, toad intensity, and erosion characteristics of slope .mat ' .l. (Ref. Table No. 29 -A, attached), U.O.C; 12.0 Minimum foundation wall reinforcement and foundation sill anchorage requirements (Ref. Table No. 29 -A -1, attached), King County Ordinance No. 13.0 Foundations supporting wood shell extend at least 6 itches above the adjacent finish grade. Section 2907(a), U.B.C. 14.0 Foundations for all buildings where the surface of the ground slopes more than 1 foot in 10 feet shatt'be levet or shalt be stepped so that both top and bottom of such foundation are level. Section 2907(c), U.B.C. 15.0 16.0 17.0 18.0 19.0 20.0 21.0 .. • .. .... —.. . w.er... .... I V∎w1v41,I\.IIY Individual concrete footings under bearing walls, of pier post and beam systems and concentrated loads, shall have a minimum 8 -inch edge thickness, • designed per Section 2303, 2615(1), 2622 and 2907, U.B.C. individual concrete pier footings shall project a minimum of 8 inches above exposed ground unless the columns or posts which they support art of approved wood of natural resistance to decay or treated wood. Section 2516(c) 4, U.B.C. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in base- ments end which support permanent struc- tures shalt be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least 6 Inches above exposed earth and at least 1 inch above such floors. Section 2516(c) 4, U.B.C. Provide 18-inch minimum crawl space under wood Joists and 12 inches under wood girders. Section 2516(c) 2, U.B.C. Crawl space unobstructed eccess, minima 18 inches by 24 inches. Section 2516(c) 2, U.B.C. Crawl space ventilation, minimum net area of 1 square foot for each 150 square feet of under-floor area, openings shalt be located as close to corners as practical and shall provide cross ventilation. The openings shall be covered with 1/4 -inch corrosion - resistant wire mesh. Section 2516(c) 6, U.B.C. Unless otherwise approved by the building official, foundation walls enclosing a basement below finished grace shall be damp- proofed outside by approved methods and materials. Section 1707(d), U.B.C. Atl lumber, plywood, particleboard, structural glued - laminated timber, end- jointed lumber, fiberboard sheathing (when used structurally), hardboard siding (when used structurally), piles and poles regulated by this chapter shalt conform 36.0 to the applicable standards or grading rules spec- ified in the U.B.C. and shalt be so Identified by the grade mark or a Certificate of Inspection issued by an approved agency. 37.0 All lumber, timber, plywood, and toles required to 1 be Treated Wood under Section 2516(c) Shall be identified by the quality mark of an approved in- spection agency which maintains continued super- vision, testing, and inspection. over the quality of the product as specified in U.B.C. Standard No. 25 - 12. 22.0 Frame nailing to be in compliance with Table No. 25.0, U.B.C. 23.0 Wood members entering masonry or concrete requires 1/2 irtr_h net air space on top, sides, end end. Section 2516(c) 5, U.B.C. 24.0 Fourtciatlon cripple walls shalt be framed of studs not less in size than the stud- ding above with a minimum Length of 14 inches, or shalt be framed of solid blocking. When exceeding 4 feet In height, such walla shall be framed of studs having the size requirements for en additional story. Solid blocking or ply- wood she thlno gu y be used to brace cripple walls having a stud height of 14 inches or less. Section 2517(g) 4, U.B.C. 25.0 Wood member end bearing shall have sufficient bearing area based on allow- able values for compression perpendicular to grain per Table 25-A-1, U.B.C. 25. 1 For conventional construction, the ends of each Joist shall have not less than 1-1/2 inches of bearing on wood or metal, nor less than 3 inches on masonry except where supported on a 1 x 4 ribbon strip moiled to adjoining stud. Section 2517(d). 26.0 Bearing partitions perpendicular to joists shall not be offset from support- ing girders, walla, or partitions more than Joist depth. Section 2517(d) 5, U.B.C. 27.0 Joists under and parallel to bearing partitions shall be doubled. Section 2517(d) 5, U.B.C. 28 0 Solid blocking over bearing partitions, wal t s, and L'eanau. Section 25I7(c1) 3, 2517(h) 6, U.B.C. 28.. 1 Bridging /aolld blocking /cross bracing per Section 2SO4(h), U.B.C. A 30.0 Columns and posts, framed to true end bearing adequately anchored at top and bottom, with a positive direct connection to assure against uplift and lateral dis- piacemrent. Section 2303, 2510, U.B.C. and U.B.C. Standard No. 25-17. 31.0 Structural subflooring, plank flooring, and combined subfloor- underlayment floor systems shall coupty with Section 2517(e), 2516(h), U.B.C. 32.0 Wood stud small framing for size, height, and spacing. Section 2517(g) and Table No. 25-R-3'(Ref. attached), U.B.C. 13 .0 All exterior walls and main cross-atud partitions shatt be effectivety and thoroughly braced to Sections 2517(g) 3, 2303, and Table 25 U.B.C. (Ref. 34. Trusses: Stress analysis and drawings/ details shall be stomped by an approved State of Washington Registered Engineer. (Drawings /details shall be on Job site for framing inspection.) 4/.V rtrestoppin.g and drattstopping shall be installed to cut off all concealed draft openings (both vertical and horizontal). Section 2516(f), U.B.C. 34. 1 Pre - manufactured trusses shall be identified by manufacturer's steep. 14.2 Girder and field-assembted truss: Engineered stress analysis and details shall be aubn.itted to Building Division for approval. 34.3 Use approved /applicable truss support hnngers. 34.4 Field identification of tight metal plate-connected trusses Is required. Information branded, marked, or other- wise permanently affixed to each truss shall contain the following: 34.5 Engineering data and details shall be approved by the building official before any field cuts or truss alterations. 34.6 All roof trusses shall be so framed and tied into the framework and supporting walls so as to form an integral part of the whole building. Roof trusses shall have Joints well fitted and shall have all tencion members welt-tightened before any toad is placed upon the truss. Diagonal and sway bracing shalt be used to brace all roof trusses. Section 25.1742.. U.B.C. Standard No. 25 King County Ordinance No. .33.v 1 38.0 39.0 40.0 "41.0 1) identification of the truss manufacturing company; 2) The design toad; 3) The truss spacing. linen the roo slope re tees hall J.14, members supporting rafters and ceiling Joists such as ridge board, hips, and valleys shall be designed as beams. Section 2517(h) 1, U.B.C. Rafter ties maximum 4 feet o.c. where ceiling Joists and rafters are not parallel, fastened as required. Section 2303, 2517(h) 4, U.B.C. Roof sheathing !hall be in accordance with Table No. 25-S-1 and Ho. 25-S -2 for plywood or Tables No. 25 -R -1 and No. 25 -R -2 for lumber or Table No. 25-S -3 for particleboard. Section 2517(h) 7, U.B.C. All wood exposed to weather, such as wood used for deck framing including decking, railings, joists, beams, and posts shall be pressure treated or cedar per Section 2516(c) 11, U.B.C. When decks, porches, etc., are more than 30 inches above grade, provide guardrails not less than 36 inches high with inter- mediate members spaced such that a sphere 6 Inches in diameter cannot pass through (to withstand a horizontal force of 20 lbs. per lineal foot applied at right angles to the top reit). Table No. 23-8 and Section 1711, U.B.C. Plywood roof sheathing exposed on the underside shalt be bonded with exterior glue Section. 2517(h) 7, U.3.C. Application of roof - covering materials shalt be In accordance with Section 3203. (Ref. Tables 32-B -1, 32 -8.2, 32-0 42.0 ATTIC VENTILATION - The net free ventilating area shall be not less than 1/150 of the are of the space ventil- ated, except that the area may be 1/300, provided at least 50X of the required ventilating area is provided by ventila- tors located in the upper portion of the apace to be ventilated at least 3 feet above eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. Section 3205(c), U.B.C. 43.0 Rafter spaces enclosed by ceilings directly applied to underside of rafters shell be sized to adobe a minimrr.rm 1 inch clear vented air space above the insula- tion. Washington State Energy Code and Section 3205(c), U.B.C. 44.0' Attic access ninimnm 22" x 30 ", 30 -inch headroom, unobstructed, readily access- ible opening. Section 3205(a), U.B.C. 1 I I 47.0 I 148.0 50.0 II II I ; ll11 lll l1IIIIIIIl I IIIl l III 1I � I EXTERIOR WALL 45.0 EXTERIOR WALL COVERINGS. Exterior wood stud watts shill be covered on the out - 'side with materials specified in Section 2516(g), U.B.C. 46.0 All- weather exposed surfaces shall have a weather barrier to protect the interior wall covering of a hunan occu- pancy. Section 1707, 2516(g), U.R.C., U.B.C. Standard Nos. 17-1 and 32-1. BRICK VENEER. Shall comply with the provisions of Section 3006(d), U.B.C. Veneer shall support no toad other then its own weight and the vertical dead load of veneer above. Section 3004(a), U.B.C. 49.0 Masonry shall not be supported by wood members except as provided for in Section 2515, U.R.C. GARAGE/CARPORT Provide an occupancy separation between the residence ' rte p R, Division 3 C-cu- pancy) and the garage (Grtet t(, Div.! sion 1 Occupancy) with ma' :riots approved for 1 -hour fire - resistive c rttruction on the garage side. Section 503(d), U.B.C. Garages and carports with uses above shall have 1 -hour protection for both ceiling end structural members. Section 503(b). 51 . 0 Doors between the garage (Group M, Division 1 Occupancy) and residence (Croup g, Division 3 Occupancy) shalt be self-closing, tight - fitting, solid wood door 1-3/8 inches in thickness. Section 503(d), U.B.C. There shalt be no openings between garage and rooms used for sleeping purpoees. Section 1104, U.R.C. 52.0 In areas where motor vehicles are stored or operated, floor surfaces shalt be of noncombustible materials or asphaltic paving materials. Section 1105, U.B.C. 53.0 An occupancy separation need not be provided between residence (Group R, Division 3 Occupancy) and a carport (Group M, Division 1 Occupancy) havinsL rsq enclosed uses above, provided the carport is entirety open on two or more sides. Section 503(a), U.B.C. EXITS REQUIRED EXiT Is a continuous and unobstructed means of egress to a public way. PUBLIC WAY is any street, alley, or similar pnrce' of land essentlally.unobatructed from the ground to the sky which is deeded, dedicated or otherwise permanently appropriated to the public for public use and having a clear width of not leis than 10 feet. 54.0 Minimum of one exit door with dimensions of 3 feet by 6 feet, 8 inches. Section 3303(s), 3304(e), U.B.C. 55.0 Basements and every sleeping room shall have at least one operable window or exterior! door approved for emergency escape or rescue. Escape or rescue windows shall have a minimum net dear opening of 5.7 square feet. The minimum net clear opening height dimension shalt be 24 irchos. The minimum net clear opening width dimension shalt be 20 inches. Where windows are provided as a means of escape or rescue, they shall have a finishedotilt height not more than 44 inches above the floor. Section 1204, U.B.C. 56.0 Provide two means of egress from all floors 500 square feet and larger above the second story. Section 3303(a), U.B.C. NOTE: If the finished floor t.vel directly above a usable under-floor space is more than 6 feet above grade as defined herein for more than 50X of the total perimeter or is more than 12 feet above grade at any point, such usable or unused under -floor space shalt be consid- ered as a story. Section 420, U.B.C. 57.0 All corridors shall be not less than 36 inches wide. Section 3305(b), U.B.C. 58.0 Alt rooms comprising a dwelling unit (residence) shalt have access through an interior door to other parts of the dwelling unit. Section 21.04.315, King County Code Title 21. IHER1Y CONSERVATION 59.0 All insulation materials including facings such as vapor barriers or breather papers installed within floor/ ceiling a;sembties, roof /ceiling assem- blies, watts, crawl spaces, or attics shall ia a flarle rating not to exceed 25 and a smoke density not to exceed 450 when tested in accordance with U.B.C. Standard No. 42 -1. Section 1713, U.B.C. EXCEPTIONS: a. Foam plastic insulation shall comply with Section 1712 of the Uniform Building Code. b. When such materials are 1r>_ctal(ed in concealed spaces, the flame - spread end smoke-devetoped limita- tions do not apply to the facing, provided that the facing is installed in substantial contact with the unexposed surface of the ceiling, floor, or wall finish. 1 1I 111 rlllI l I,7IIIIIIIIiiIII 6 No. '0 ej` 1 SOLID FUEL•BURNiNG APPLIANCES include air - tight stoves, ffreplace stoves, room heaters /fireplace stoves, factory -built fireplaces, and fireplace Inserts. 1 60.0 Unless otherwise ado all solid fuel burnl � King County, comply with the provision nces e shalt Section 504, U.H.C. ( HEATING 61 .0 Each dwelling unit shall be provided with heating facilities capable of maintaining 70 degrees F at a point 3 feet above the floor in all habitable rooms when the outside temperature is as set forth in Section 304, Washington State Energy Code. Section 1212, U.B.C. 62.0 Fuel-burning equipment located within the building envelope (constructed under the Washington State Energy Code) shalt obtain combustion air from outdoors, meeting the provisions of Section 607, U.M.C. 62.1 Fuel - burning equipment located Qutaide the building envelope shall meet the provisions of Section 601, U.M.C. 2.2 Ductwork, tocatlon, and source of combustion air, reference Section 602, 606, 603, and 604, U.H.G. SOLID FU j. URNING APPLIANCES • NOTE: BUILDING ENVELOPE. The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. Section 202, Washington State Energy Code. 63.0 Wood stoves shall be approved by the building official for safe use or comply with applicable nationally recognized standards as evidenced by the listing and label of an approved agency. 63. 1 Listed appliances. the installer shall leave the manufacturer's installation instructions attached to the appliance. Clearances of listed apptiances from combustible materials shall be as speci- fied in the listing or on the rating plate. 63.2 Unlisted appliances shalt be installed with standard clearances from combustible construction specified in Table No. 5-A. The standard clearances of Table 5 -A may be reduced by employing the forms of pro- tection specified in Table No. 5-8. Forms of protection specified in Table No. 5-8 may be utilized to reduce clear- ances to combustible construction. 63.3 Outside combustion air required for both listed and uxttisted appliances. Section 502(a), 504, WAt: 51 -12 -102 Section 219. 64.0 All warm -air furnaces shall be listed and labeled by an approved agency and in- stalled to listed specifications. Section 504, U.M.C. 65.0 epplierteee intended for installation in closets, alcoves, or confined spaces shall be so listed. Section 504, U.H.C. 66.0 No warm - air furnace shall be installed in a room used or designed to be used as a bedroom, bathroom, closet, or in any enclosed space with access only through such room or space, except direct vent furnaces, enclosed furnaces, and electric heating furnaces. Section 704, U.M.C. 67.0 No warm -air furnace shall be installed in a closet or alcove tess than 12 inches wider than the furnace or furnaces in= stalled therein with a minimum clear working space less than 3 inches along the sides, back, and top of the furnace. Section 704, U.H.C. 68.0 liquefied petroleun gas - burning appli- ances shell not be installed in a pit, basement, or similar location where heavier- than -air gas might collect. Appliances so fueled shalt not be in- stalled In an above -grade under -floor space or basement unless such location is provided with an approved means for re- moval of unburned gas. Section 504, U.N.L. 69.0 For provisions regarding the inatallatioe of masonry fireplaces, reference the attached "fireplace detail." 70.0 Appliances installed in garages or other areas where they may be subjected to mechanical damage Shall be suitably guarded against such damage by being installed behind protective barriers or by being elevated or located out of the normal path of vehicles. 70.1 Heating or cooling equipment located in a garage and s'hich generates a glow, epark, or flame capable of Igniting flari- mabte vapors shalt be install'- with the pilots and burners or heating Bement, and switches at least 18 Inches above the floor level. Section 508, U.M.C. 71 .0 Fire dampers need not be Installed in air ducts passing through the weft, floor, or ceiling separating a residence (Group R, Division 3 Occupancy) from a garage (Group M, Division 1 Occupancy), provided such ducts within the garage are con- structed of steel having a thickness not less than 0.019 inch (No. 26 galvanized sheet gouge) and have no openings into the garage. Section S03(d), U.B.C., inner.. II s. 72.0 Warm-air or crawl Sections furnace installations in attics spaces shall comply with 708 and 709, U.M.C. 73.0 Every appliance designed to be vented shalt be connected to a venting system complying with Sections 901, 902, and Table Nos. 9 -A and 9 -B, U.M.C. 74.0 Every factory - built chimney, Type L vent, Type B gas vent, or Type aW gas vent shall be installed In accordance with the termite of its listing, manufacturer's in- structions, and the applicable provisions of Chapter 9, U.M.C. Section 903(a),u.M.0 75.0 A Type B or BW gas vent shalt terminate not teas than 1 foot above the roof through which it passes nor less than 4 feet from any portion of the building which extends at an angle of more than 45 degrees upward from the horizontal not less than shown in Figure 1, U.M.C., un- less listed /tested otherwise. Section 906(d), U.M.C. 76.0 A Type L venting system shalt terminate not Less than 2 feet above the roof through which it passes nor less than 4 feet from any portion of the building which extends at an angle of more then 45 degrees upward from the horizontal unless listed /tested otherwise. Section 906(e), U.M.C. 77 .0 Vent connectors shelf be installed within the space or area in which the appliance is located and shall be connected to a china-ley or vent in such a manner as to maintain the clearnnce to combustibles per Table HG. 5-C, 1!,$.C. DUCTWORK 78 0 Duct systems shalt be of metal as set forth in Tabte Wos. 10-A, 10 -8, and 10-C or factory -made air ducts complying with U.M.C. Standard No. 10 U.H.C. 78 1 Joints and seams shelf be substantially air - tight. Section 1002(c), Table No. 10 (rectangular ducts) and Table No. 10-8 (flat, oval, and round ducts), U.M.C. 78 2 Installation of ducts shall comply with Section 1004, U.M.C. STAIRWAYS 79.0 Usable space under stairs shall have walls and soffits (on the enclosed side) protected as required for 1-hour fire - resistive construction. Section 3306(m), U.B.C. 80.0 Flrebtock stairs: Between stair stringers at top and bottom and along run between studs. Section 2516(1), U.8.C. 81.0 STAIRWAYS: Maxine' rise 8 inches; minimum run 9 inches; headroom minimum 6 feet, 8 inches; minimum width 36 inches. Handrails to have ends returned and placed minimum 34 inches, maximum 38 filches above tread nosing. Unless designated for the disabled, the handgrip portion of handrails shall be not less than 1-1/2 inches nor rare than 2 inches in cross- sectlorza( dimension or the shape shall provide an equivalent. . - gripping surface. The hendgrfp portion of handrails shall hwa a eeooth surface with no sharp corners. Handrails pro- jecting from a wall chatl have a space of not less than 1 inches between the watt and the handrail. Section 3306, U.B.C. MISCELLANEOUS 82.0 Glazing subject to human Impact shalt ei comply with this section, 5406, U.B.C., and be so labeled to identify compliance. The following shall be considered speci- fic hazardous locations: a. Glazing in ingress and egress doors except Jalousies. b. Glazing in fixed panels and sliding or swinging panels of sliding or swinging -type doors other than wardrobe doors. c. Glazing in storm doors. d. Glazing in all unframed swinging doors. e. Glazing in shower and bathtub doors and enclosures (including window;. within 60 inches above the shower or bathtub drain intet). f. Glazing, operable or inoperable, adjacent to it door in ell buildings and within the same wall plane as the door whose nearest vertical edge Is within 12 inches of the door in a closed position and whose bottom edge is less than 60 inches above the floor or walking surfnce. g. Glazing In fixed panels other than those covered by Item f which have a glazed area in excess of 9 square feet and the lowest edge Is less than 18 inches above the finished floor level or walking surface within 36 inches of such glazing. In lieu of safety glazing, such gtezed panels may be protected with a horizontal (member not less than 1-1/2 inches In width when located ' between 24 and 36 inches above the walking surface. EXCEPTION: 1 86.0 The following products, materials, and uses are exempt from the above hazardous locations: 1) Openings in doers through which a 3 -inch sphere is unable to peas. 2) Assemblies of r.eaded gloat or faceted glass and Items of carved glass when used for decorative purposes In doom or In locations described in Section 5406(d), (tent f or g, above. 3) Gtazfng in raftfngs regardless of height above a walking surface. Included are structural banister panels and nonstructural in -fill panels. . 83.0 FIRE-WARe :NG SYSTEMS - Every dwelling unit shalt be provided with smoke detectors conforming to U.B.C. Standard No. 43 - 6. Detectors shall be mounted on the ceiling or watt at a point centrally located In the corridor or area giving access to each separate sleeping area. When the dwelling unit has more than one story and in duettinga with basements, a detector shalt be installed on each story and in *.hr basement. In dwelling units where a story or basement Is split into two or more levels, the smoke detector shell be installed on the upper levet, except that when the lower level contains a sleeping area, a detector shall be in- stalled on each levet. When sleeping rooms are on an upper level, the detector shalt be placed at the ceiling of the upper level in close proximity to the stairway. In dwelling units where the ceiling height of a room open to the hallway serving the bedrooms exceeds that of the hallway by 24 inches or more, smoke detectors shall be installed in the hallway and in the adjacent room. Detector, shall sound en alarm sudible in all sleeping areas of the dwelling unit in thich they are located. Section 1210 V.B.C. 84.0 SKYLIGHTS: Skylight glazing shall be constructed of laminated glass with e minimum 30 mIl polyvinyl butyral (or equivalent) interlayer wired glass, approved plastic materials meeting the requirements of Section 5207, heat - strengthened glass or fully- tempered glass. Heat - strengthened glass, fully - tempered glass and wired glass, when used in multiple-layer glazing systems as the bottom glass layer shall be equipped with noncorrosive screens capable of supporting the weight of the glass end shall be substantially sup- ported below and Installed within 4 inches of the glass. 'They shalt be constructed of a noncombustible material not thinner than 0.08 inch with a mesh not larger than 1 inch by 1 inch. Heat - strengthened glass and full - temperer glass when used in single -layer systems shall have screens installed below the glazing. Sloped glazing and skylights shall be designed to withstand the trib- utary toads specified in Section 2305, U.B.C. Section 3402, Section 3403, Section 3405. ENERGY CONSERVATION These Prescriptive Requirements are applicable only to low-rise residential buildings which are designed under the prescriptive (Chapter 6) approach to the Washington State Energy Code Third Edition and are located in Zone 1. (46000 Degree Days) This requirement applies only to non- electrically heated buildings. 85.0' CEILING AND ROOF SECTIONS - Provide! a minimum added insulation of R -30 at alt roof /ceiling areas for an overalt U- value of 0..3 WSEC Table 6 -1, King County Ordinance No. 9190. EXTERIOR ABOVE -GRADE WALLS - Provide a minimum added insulation level of R -19 or R -13 with R.3.2 insulating Sheathing for an added maximum overall U -value of .06. WSEC Table 6 -1, King County Ordinance No. 9190. 86. GASMEN( WAILS Concrete or masonry walls of unfinished and finished basements req•eira an added insulation levet of R-19 if insulated on the interior, or R-10 rigid if insulated on the exterior. King County Ordinance No. 9190. 87.0 FLOOR SECitoNS - Provide a minimum added insulation levet of R-19 at all floors over unheated space for an overall U-vatue of 0.55. WSEC Table 6-1. 88.0 SLAB PERIMETER - Slab perimeter edges within 12" of grade in heated spaces are required to be insulated to provide a ther- mal break between the slab and the foundation wall or, for monopours between the slab edge and the exterior. The insulation shalt extend downward from the top of the stab for a minimum, distance of 24" or downward to the bottom of the stab and then horizontally beneath the slab for a minimr.m total dis- tance of 24 inches. insulation installed outside the foundation shalt extend downward a minimun of 6 inches below grade, but not less than ' to the frost tine ar T . 80 extend deeper than to tene Wit [sfit footing. MAY 7 1991 PERMIT CENTER MAY 07 WI CITY OF TUKWILA APPROVED JIM 6 1991 AS NOTED BUILDING DIVISION • Material type Height of Unbalam* ed 8ackfill 2 Min. Wall Thickness Sill Plate Anchorage Required Reinforcing Vertical . Noriuxntal Hullo.. Unit Masonry (supported at tcp by floor systere i et bottom by slab) 4' or less 8" 1/2" A 10" A.B. at 6' o.c. g4 at G' o.c. 14 bond beans at top, 2 - 14 at footing Over 4' • • Hot allowed unless special d_sign Is submitted and approved. Concrete 'tanner ..00d cripple welt & supported at bottom by slab)1 3' or Tess 6" 1/2" A 10" I 4 A.B. at Worse 6' o.c. 04 at top and 2 64 at footing 4' or less 8" 1/2" A 10" 4 A.B. at None 6' o.c. 14 at too and 2 84 at footing Over 4' Not allowed unless special design is submitted and approved. Concrete tst.pporttrd at imp by (t6wr &gate/% 1 at bottom by slab) 4' or less 6" 1/2" A 10" A.B. at 6' o.c. 4 Non 14 at top and 2 04 at footing 5' or - less 8" ' 1/2« :. 10" A.S. at 6' o.c. None 14 at too and Z 14 at looting a. or less , • It 1/2" A 10" A.B. at 4' o.c. 14 at 16" 4 o.c. )(6) 84 at 16" o.c. and Z 84 at footing Over 8' Mot •Ilona t.nless special design Is aLk'itted and approved. W000 SHINGLES w000 SHAXEB ROOF SLOPE NOT PERMiTTEO BELOW 3:12 NOT PERMITTED BELOW 4:121 3404 Table No. 32-C Soe Tabla No. 32-C DECK R'EQUIREMENT 1 Shingles and shakes shall be ap ro roofs with solid or spaced sheathing. Spaced sheathing for wood roofs shall be spaced no( to exceed 6 inches clear nor more than the nominal width of the sheathing board. Sheathing boards shall 'or not less than 1 inch by 4 inches nominal J rncnsiuns. Sheathing shall conform to Sections 2516 (i) and 2517 (h) 7. UNDERLAYMENT Temperate climate ,- No Requirement, One 18. inch -wide interlayment of Type 30 felt shingled between each course ill su.:h a planner that no felt is cxiosed to the weather hcluw the snake t utts Severe climate: In areas subject to wind- driven snow or roof ice binldup. Twolayersuf nonperforated Type 15 felt applied shingle fashion shalt bc installed uai solid cemented together with approved cementing material between the plies extending from the cave up the roof to a line 36 inches insidc the exterior wall line of the building. Sheathing shall be solid and the shakes shall be applied over a layer of nunperforalcd T) pe 15 felt applied shin - gle fashion. Two layers of nsnperforatcd Type 15 felt applied shingle fashion shall be installed and solid ce- mental together with approved cementing material be- tween the plies extending from the e]ve up the roof to a line 36 inches inside the exterior wall line of the build- 1 i "g• 1 OFU►OE LENGTH T TO LESS THAN 4' IN 12' trxbsc. 4' IN 12 AND STEEPER Inches WOOD SHINGLES __ . No. 1 I6 -inch PA 5 No. 2' I6 -inch 31/2 4 No. 3. 16 -inch 3 3 No. i 18 -inch 4'/4 5'/z No. 2' 18 -inch 4 4 No. 3' 18 -inch 3 4 No 1 24-inch 5)14 7 /2 No. 2' 24 -inch 5 6'/: No. 3 -inch S 5'/z w000 0HAtct:sr 18•inch 7 7'/1 24 inch 10 10 STUB SUE (Inches! dE.AA1NO 1WLLS NONSEJ1 MO Ib1LLI LATLRALLY t443UPPORTTA STUD :i .iG)T>' (►.01 SUPPORTING 1500F AND G�'' ONLY IMPORTING out Fttx7fl, F1t?`JF AND C EJIJMO SUPPOITT1fl0 TWO FLOORS, ROOF AND I:t;JUNG IATLRAU.y toomn POeo VW 1*JOHTl t 1 PUNIC (> l SPf (►'+cna) 1. 2X5 --- - - - 10 16 2.2114 10 24 16 --- 14 24 3. 3 x 4 10 24 24 16 14 24 4 . 2 x 5 10 24 24 - 16 24 5.2x6 10 e: 24 16 ( 20 24 laewatnor rudoms litOPOICTI.0 aY n•C YN rOtodrl ATI' n1.CRNtsn or rcJI )A1x)H WALL. Iv.crw) *trim or rool (incr..; T ocvmess Or FOOTNG v. ) - ptrtm atudw uwimsluatao OfOUwO aunraCt (11.4•••.1 (11.4•••.1 11 COw.0 CTL UHT U 11.0.• A .r Al ' 1 6 6 I1 b I 2 8 A 15 7 Is 3 1 0 I r) 18 tl It COME C-110(5 NAJLiHQ' Corrosion- resistant rails. minimum No. 14 gauge ) hz -inch head, or corrosion - resistant staples, when ap- prvved by the building official. h Fasteners shall comply with the requirt,mcnts Fasteners shall be long enough to penetrate into the • sheathing. whlchevcr 1. 1. Joist to sill or girder, toenail 3 -8d 2. Bridging to joist, toenail each end 2 -88d 3. 1" x 6" subfloor or less to each joist, face nail 2-8d 4. Wider than 1' x 6" subfloor to each joist, face nail 3-8d S. 2' subfloor to joist or girder, blind and face. nail 2 -16d 6. Sole plate to joist or blocking, fact nail I6d at 16' o.c. 7. Top plate to stud, end nail 2 -16d 8. Stud lo sole plate 4-8, toenail or 2 -16d, end nail 9. Double studs, face nail ' 16d at 24" o.c. 10. Doubled top plates. face nail ' 16d at 16' o.c. 11 Top plates, laps and intersections. fact. nail 2 -16d 12. Continuous header, two pieces 164d at 16' o.c. along each edge 13. Ceiling joists to plate, toenail 3-8d 14. Continuous header to stud, toenail 4 -8d 15. Ceiling joists, laps over partitions, face trail 3-16d 16. Ceiling joists to parallel relic,, face nail 3 -16d X IT Rafter to piste, toenail 3 -8d X 18. I" brace to each stud and plate, :.ice nail 2 -8d Each end and each 25' dwell. 19. r x 8" sheathing or less to each bearing, face nail 2-8d 20. Wider than 1" x 8' sheathing to each bearing, face nail 3-8d X 21. Built -up comer studs 16d at 24" o.c. 22. Built -up girdcr and beams 20d at 32' o.c. at top x,id bottom and staggered 2 -20d at ends and at each splice X X CONNECTION - KLILING 23. 2" planks 2- I6d al cach hearing 24. Plywood and purticlelivard:s Subfloor, roof and will sheathing (to framing): 1 /2'' and less 6d' 19/32 ".3 /4" 1(d) or 6d4 7 /8 ".I" 8d2 11/8 I Oda or 8d Combination Suhfloor- underlaymenl (to framing): 3/4" and Its fxla X 7;g " -I" 8J4 11/8".11/4" 100 or 8d' 25. Pane! Siding (to framing): 1 /t' or Icss 6d" 318" 8db 26. Fiberboard Sheathing:7 i/2" No. I 1 1' i.K (xl3 No. 16 ga.v - 23/J2" No. I I ba.s . 8t13 No. 16 ga.9 _ ATTACHMENT Type of fasteners r Corrosion- resistant rails. minimum No. 14 gauge ) hz -inch head, or corrosion - resistant staples, when ap- prvved by the building official. h Fasteners shall comply with the requirt,mcnts Fasteners shall be long enough to penetrate into the • sheathing. whlchevcr --, Corrosion - resistant nails, minimum No. 13- gauge' /)z- inch head, or corrosion - resistant staples, when ap- . proved by the building official. of U.B.C. Standard No. 25-17. sheathing 3 /4 inch or through the thickness of the is less. No. of fasteners 2 per shingle L 2 per shake Exposure Field of roof Hips and ridges Weather exposures shall not exceed those set forth in Table No. 32•C. Hip and ridge weather exposures shall not exceed those permitted for the field of the roof. Method _ Shingles shall be laid with r side lap of not !ess than 11/z inches between joints in adjacent courses, and not in direct alignment in alternate courses. Spacing between shingles shall bc approximately '/4 inch. Each shingle shall be fastened with two nails only, positioned approx- imately 3 /4 inch from each edge and approximately I inch above the exposure line. Starter course at the eaves shall be doubled. • ( Shakes shall be laid with a side lap of not less than I' /a inches between joints in adjacent courses. Spacing be- twcen shakes shall be not less than 3 /s inch nor more than '/s inch except for preservative- treated wood shakes which shall have a spacing not less than '/4 inch nor more than 3 /0 inch. Shakes shall be fastened to the sheathing with two nails only, positioned approximately 1 inch from each edge rend approximately 2 inches above the exposure Iioc. The starter course at the caves shall bc doubled. The bottom or full layer may be either shakes or shingles. Fifteen -inch or 18 -inch shakes may be used for the starter course at the caves and final course at the ridge. FLASHING Valleys Other flashing . Per Section 3208 (c) I 0 Per Section. 3208 (c) 2 SE18MPC ZONE coNCi71oN TYPE OF BRACEI AMOUNT OF MRACINO A E C D E r o H 3 and 4 One Story Top of Two or Three Story X X X X X X X X Each end and each 25' dwell. First Story of T1wo Story or Second Story of Three Story , X X X X' X X X Each end. 25% of wall length to be shcatlrcd. • First Story of Three Story • • X X X X' X X X Each end. 40% of wall length to be sheathed. 1 :) is 4 2. For perimeter insulation, only utter - resistant material, such as extruded polystyrene, may be used. All 0 66iic foam products must be protected against damage and covered or coated to prevent exposure to daylioht. 3. insulation levels for slabs are a minimum of R-10. WSEC 601(c), King County Ordinance No. 9190. 89.0 GLAZING AND SKYLIGHTS - a. Shalt be limited to a maximum overall U-value of 0.65 with a furnace minimtull AFUE 78X or heat pump HSPF of 6.8. Glazing glass 60 shell be required with furnace AfUE 74-77.9 percent. King County Ordinance "o. 9190. h. Maximun glass area is not to eACee'd 1 21X of the gross floor area. c. All skylights shall be double- glazed. The area of all skylights with a U-value of more than .6S (78X AfUE) or .60 (74X AfUE) shalt be multiplied times two (x 2) and added to the total glass area in "percentage of glass" calculations. The actual area of Class 60 (74• AFUE) and maximi1% U-vatue of .65 (78X AfUE) skylights may be used and shall be added to wall glazing area In "percentage of glass" calculations. WSEC Sec. 601(d), King County Ordinance No. 9190. 90.0 INFILTRATION CONTROL - 1. Exterior joints around windows and door frames, openings between walls and foundations, between watts and roof and between wall panels; open- ings at penetrations of utility services through walls, floor, and roofs; and all other such openings in the building envelope, including access panels into unheated spaces, shall be eeared, caulked, guskete:d, or weatherstripped to limit air leakage. 2. All exterior doors, other than fire -rated doors, shall be designed to limit air leakage around their perimeter when in a closed posi- tion. Doors between residence area garage are not considered 'fire - rated' and must meet the above requi rement. 3. All exterior windows shall be designed to unit infiltration into or from the building envelope which shall be substantiated by testing to Standard ASTM E 283-73. Site - built and millwork shop -made wooded sash are exempt from testing but shall be weatherstripped, caulked, and made tightly fitting. WSEC Sec. 6O1(e). 91.0 VAPOR BARR I ERS /GROUNO COVERS - An approved vapor barrier shad be properly installed in roof decks, in enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters, and at exterior wall's. inset stapled batty wi th perm rating less then one may be installed if the vapor barrier is to the warm side. Staples are placed nor more than 8 inches on center, and gaps between the facing and the (raining do not exceed 1/16 Inch. 91 .1 A grounicover of 4 rni t . (0.004 ") polyethylene or equivalent shall be laid over the ground in all crawl spaces. The ground cover shaft be overlapped one foot at each Joint and shall extend to the foundation wall. WSEC Sec. 402. 92.0 HEATING EQUIPMENT - Mininrtm efficiency of furnace and heat pumps to be determined by glazing class (see #89.0.a.). King County Ordinance No. 9190. 93.0 WOOOSTOVES /FIREPLACES - Shalt be provided with: a) tightly - fitting flue dampers, operated with a readily accessible manual or approved automatic control; b) an outside source for combustion air of 6 square inches in area and shall be provided with a readily 'operable damper; c) other solid fuel - burning appliances shall be provided with caTtustion air ducted directly to the appliance per the manufacturer's specifi• cations. WSEC Sec. 411. 94.0 DUCT INSULATION - Shall be installed in accordance with WSEC Table 4 -16. 95.0 PIPING INSULATION - Shall be insulated in accordance with WSEC Table 4-17. Recirculating systetrer shall coitply with WSEC Sec. 422. 96.0 SiIOIJERS - Showers shall be equipped with flow control devices to limit total flow to a maximum of 3 gpu per shower head. WSEC Sec. 423. 97.0 WATER HEATERS - Water heaters are required to meet ASHRAE Standard 90A -80, and be labeled as such. in addition, electric water heaters Installed in unheated spaces shall be placed on an noncompresslble surface Jr floor insulated to a minimum of R-10. WSEC Sec. 420. 98.0 ELECTRIC NEAT - low-rise residential buildings which are designed for electric space heating shall comply with the Northwest Energy Code 1987 Edition. See NWEC LOW-RISE RESIDEN- TIAL COMPLIANCE APPLICATION form attached. _1v.0 •'l suununc rue u( slope Top of slaps W 2 but need not c. cced 15' tna.e FIGURE NO. 19 -1 Fa... c 01 footing 11 I I ' I sect .I n..1 sicced •i4 mu TABLE NO. 4- A- FOUNOAT1ONS FOR STUD BEAMING WALLS -- MINIMUM REQUIREMENTS' s 'Where unusual Condhrsnnt or boo cond:110m or found. ha ding% and h undnurn-s Sh+II 1. u required in Sectt,Tn 2 ( ) rfw pcwnd under the floor may be uca"? 1 l :o the cicv•hon of the lop of the fn.•mg 3 Fvxtryiations may surrnn a m•f in •t.lnion to the stipulated number of floors FounJalnxhg suppcsrtsns ants only 0 be a required fur suplvxtsng tint flow T..tie t.o. (9 A I - fol.o<uti ern wall reinforcement requirements - for Group M, Division 3 and Group X, Division 1 Occupancies only (also reference minimum foundation requirements in Table ao. 29-A). )LUTE: foundation walls '.hl..tl.l noh 10• sul'1'It.•.I to n.ue than 30 PCF equivalent fluid plessurr (well drained soil) rs." a :urchargc. i where there Is no slab at bottom of will as In • crawl space, auAl_'ut+ unbalanced backlill shalt be 30" unless on *Items(' design 1s approved. 2 The floor diaphragm shod be completed before b>,sckfilling or the foundation wall sufficiently braced to prevent damage by the backlill. 3 this table is not Intended to prevent temperature and shrinkage cracks. c whin well .rid footing are not monolithic provide dowels to match vertical reinforcement, or .here there Is no vertical reinforcement use Il. al i' o.c. ma *iman. Minimum lap or projection is 24 bar diameters. 5 Solid block first two joist spaces adjacent to anchor bolts where floor joists are parallel to the wall. 6 vertical steel shall be placed within the Inside hall of the watt inside lace of the wall. There shall be a minimum of two (2) •ncnor bolts per foundation (slit) plate with one bolt located twelve (1?) inches of each end of each foundation (sill) plata. Foundation plates mnd onto shell Gird of wo4Fd specified In Section 2516(c) 3. TABLE NO. 25-V-WALL BRACING and not closer than 3 /4" clear from the 'See Section 2517 (g) 3 for full dcsctiption. 'Bracing at ends shall be near thereto as possible. Braces shall be installed so that there is no unbraced section along the wall exceeding 25 feet 'Gy wallboud'applied lo supports at 16 inches on center within bu the TABLE HO. 2S -0-- NAILING SCHEDULE 'Common or box nails may be used except where otherwise stated. 2Cornmon or deformed shank. 3Common. 4Deformed shank. SNails spaced at 6 inches on t enter al edges, 12 inches at intermediate supports (10 indleN at intern)ediatt supports for floors), except 6 inches at all supports where spans are 48 inches or more. For nailing of plywood and particleboard diaphragms and shear walls, refer to Section 2513 (c). Nails for wall sheathing may be common, box or casing. bCorrosion- resistant siding or casing nails conforming to the requirement. of Section 2516 (j) 1 7 Fastencis spaced 3 inches on center al exterior edges and 6 inches on center at intermediate supports. 8Conosion- resistant roofing nails with 7 /1e.inclediemelet head and II /2 -inch length bur I/+. inch sheath:nb and I3/4 -inch icngth for 25/32 -inch .healhing conforming to the requilc- rncnts of Section 2516 (j) 1. 9CorTosiun- resistant staples with nominal 7I16 -inch crown and Illg -inch length fur U2 -inch sheathing and II /2 -inch length for 25/32 -inch sheathing confor to the requirements of Section 2516 (j) I . TABLE NO. 25 HEIGHT AND SPACING OF WOOD STUDS' 'Utility rade studs shall not bc spaced m re than 16 inches on center. nor support more than a roof and ceiling, no exceed 8 feet in height for exterior walls and load bearing or 10 feet for interior nonload- bearing walls. 'Shall not be used in exterior walls. 'Listed heights are distances between points of lateral support ylaccd perpendtc,:lar to the plane of the wall. Increxecs in supported height are permitted where justified by an analysis. TABLE NO. 32-C--MAXIMUM WEATHER EXPOSURE 'To be used only when specifically permitted by the building official. )Exposure of 24 -inch by '/e -inch rcsawn handsplit shakes shal not exceed 5 inches regard - less of th. roof slope. When approved by the building official, wood shakes may be installed on a slope of not less than 3 inches in 12 inches when an undertayrtlent of not Tess than nonperfornted Type 15 felt in installed. TABLE NO. 32-B-1-SHINGLE APPLICATION ROOF SLOPE DECK REQUIREMENT UNDERLAYMENT Temperate climate Severe climate: In areas subject to wind -driven seuw or roof ice buildup. ATTACHM TT Type of fasteners No. of fasteners' Exposure Field of roof Hips and ridges Method Per Section 3208 (c) 1 A Per Section 3208 (c) 2 'Figures shown are for normal application. For special conditions such as mansard application and where roofs arc in specie! wind regions, shingles shall be attached per manufacturer's instructions. FLASHING Valleys Other flashing 7:12 lo holm Urn4:12 Asphalt strip shingles may bc installed on slopes as low 15 2 inches in 12 inches. provided the shingles arc approved self - scaling or are hand - scaled and arc in- stalled with an undcrlaymcnt consisting of two iayel s 01 nonperforaled Type 15 felt applied shingle fashion. Starting with an 18 -inch -wide sheet and a 36- inch•widc sheet over it at the caves, each subsequent sheet shell be lapped 19 inchcs horizr)rtially. Same as for temperate climate, and additionally the :wo layers shall be solid cemented together with approved cementing material between the plies extending from the cave up the roof to a line 24 inchcs inside the exterior wall line of the building. Illilllllil'IIIItII ' tilllllll Z IIII! IIIIIII! Ilillll! IIIlIilI14, IIlII�tI1l1�tI1IlI1�1I1lllllllll I 7 =LL + I I I 1 II L Nola it)- .:fie.... (v ^i x 1; >s, G � ;11411111111 t s z w) T ii!!1!i!i !!!!1!!i! !!!!1!!!! i iiiliiii !!!!1!!i! i!!!1!!!! !i!il!i!! !!!!I!!!! ABLE NO. 3'2-B-2-SHINGLE OR SHAKE APPL !CATION A.W 0.LT 11HM4GLES NOT PERMUTED BELOW 2:12 Asphalt shingles shall be fastened lo solidly sheathed tools Sheathing shall conform to Sections 2516 (1) and 251'/ 111) 7 Corrosion - resistant nails, minimum 12-gauge 1 /6-inch heath. or approved corrosion-resistar1 staples, minimum 1 6- gaugc " /la inch crown width. Fasteners shall comply with the requirements of U.B .C. Standard No. 25.17. Fasteners shall be long enough to penetrate into the sheathing 3 /4 inch or through the thickness of the sheathing, whichever is less. 4 per 36-40 -inch strip 2 per 9 -I8 -inch shingle 4 i2 e,vi ever One layer nunpalor te11 I) pc 15 IC11 lapped 2 thchc' horizontally and 4 inches vctii' ally to shed water. Same as for temperate climate, except that one layer No 40 coated roofing or coated glass base sheet shall bc, applied from the caves to a line 12 inches inside the exterior wall line with all laps cemented together Per manufacturer's instructions included with packages of shingles. • Per manufacturer's instructions included with packages of shingles. Hip and ridge weather exposures shall not exceed those permitted for the field of the roof. J CITY OF TUKWILA APPROVED JUN 6 1991 AS NOTED BIIIL!)iN( OIVISInW RECEIVED r.1TYfFTIIKWl1* MAY 7 1991 PERMIT CENTER S A Y 07 1991 A -7 i ava SNOISIAMI 1 z P DRAWN BY I A CAD RESOURCE COMPUTER DESIGN & DRAFTING SERVICES 9613 ISSAQUAH - HOBART RD. ISSAQUAH. WA 98027 (206) 391 -4397 DRAFTSPERSON: M. CROUSE DATE 03 -13-91 .108 NO: 0291 -03 pr 20 i to SITE PLAN 20 GRAPHIC SCALE IRWIN ADDITION 40 ( IN FEET ) 1 Inch = 20 ft e0 \ LEGAL DESCRIPTIDN EAST RIVERTOON GARDEN TRS 2ND LOT 41 ` S s s . s g , 2s r Iv. 11tr44 : >, � 1 I 1 1 1 1 1 1 1 1 1 1111 . 1111 111`ij i'1f I I1111111I111111111111111 1111111111l y t I I i :'Ii 1 pri l r I l 1 I I IT1111 II 1101 II ITf I I 11, p u,Nn 7 NCH • 1. • 2 3 4 5 6 I gl FLEXIBLE RULER • 302AW 'OE 6e ee LE 92 SE vz EE ZE le 0? 61 eI a 91 GI nI El El a 01f 11111111111111111 I111111111111111111I Il111111111111111111111I I1I1111111111111111I111111111111111111111111111111111111111I I11111111111111111111111111111111111I I I111111111111111111111I111111111111111111111 ' I I•;:: ,;rs 4 f .Dr tom/ 12R_, l ocx�f(�t i IF THIS MICROFILMED DOCUMENT IS LESS :CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT OWNER Philip & Judy Irwin ADDRESS 13324 56th Ave. S. Seattle, WA 98178 PHONE 241 -5929 TAX PARCEL NUMBER 2 17200-0210-0 STATISTICS - RESIDENTIAL SITE SITE ADDRESS ZONING---- __ -- - . -- CQDE_ I OT _AREA ()T COURAGE ALLQWED _ AC TUAL L OLCGVFRA(E jFDO-I.P_R1N_IaI III � ±Lr 7- ALLOWARl F HFIGIEI/AVERAGE_GRADJi.__- AC_TIIAL HFIGHTLHT. ABOVE AVG. GRADE PARKING REQUIRED_ PARKING PRQVIDED_ S EI._BAC K S_ —.ER QIII. BEAR__ SIDE SIDF BUILDING CODES _________ I I SF QGC_UPAN_CY_ -- QCCUP_ANCY SEP.ARA.TJONS C.QNSIR.UCTI OIL - -- -- — _ BIM DING SIZE I "T -r-#% % !� M �I�IN_ 151. FLOOR t_I r Z bG 1� T 4.1- Pie, ... _ IO.TAL SQUARE_EEET EOM PRINT_(ACT.._LOT COVERAGE ENERGY 11, 1E 2 tip. C�Krdlif- 41�_L1fll�� _ _ 1 L -) fp ITJc -Flv HFAT SYSTEM _IO_BE__ INSULATION -_ CEILING . WALLS_._ FLQQR_ . SI AB GRQSS_ELOOR AREA GLAZED.AREA., XN- L V51 10 1.611%r SKYLLGHT AREAa� W I t�DQ►LS IELTAL_GLAZED AREA _ . _ PERCENT GLAZED. AREA 1 3'2' - I� e, _ ,_4 ALL_WINGQWS TO RE_ DQIJAI F GLAZED ALL DOORS_ TQ_BE WEATHER _STRIPPED ALL___CDNSIRUCTION ,IOIILTS 10 BE_.CAULKED 1:. 64 PIL— tz 14.1f112 P.a ii - -rr Uij L4 : IN XP14 kit5W XiDi l r oi% 1A) o P K / 499 Nvn/ 171 N 111 r ,.DD >Lc D < H&) woo WIN cvo f J -DLrr „i/ �� a•1 � �w \ 0vJN aL— — 7- ¢ P-1i 14 FI'( 20 son. 2, C X11 r1r9IULI cAo 5 12ht1c,� r1IRRVfZ t9. C.. unrr�.ar - roll 7. JI I1.G4:2Rs FIST of 4WI r'.1 f\iw Katz. FAN r :JJ tJ A- 4 w &La,- - - 7 11 JUN 0 5 1991 JUN 05 1991 z JUN 1P ` i 1 Atit r NO P! If in /H 4 ate: 4 // , )l J C ob No. 9102 A•1