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Permit • CITY OF TIGARD SITE WORK V COMMUNITY DEVELOPMENT DEPARTMENT PERM! r 13126 SW Hall Blvd. Tigard, Oregon 97223.8199 (503) 639 -4171 PERMIT # • S I T94 -0045 639 -4171 DATE ISSUED: 02/08/95 • PARCEL: 25103DD- 01000 SITE ADDRESS...: 13935 SW PACIFIC HWY subpIVISION • ZONING: C —G BLOCK. LOT • TYPE OF WORK :NEW PAVING? :Y RESO. NO. : EXCV VOLUNE.:800 cy GRADING? •Y VALUE...$: 56574 FILL VOLUME. :0 cy LANDSCAPING? •Y ENG FILL?...... :N SITE PREP? •Y SOILS RPT READ ? :N STORM DRAINS ?... :Y IMPERV SURFACE.. :38000 sf Remarks: Boston Chicken— A request for Site Development Review approval to allow construction of a 3,361 square foot restaurant with 59 parking spaces. Owner : •— FEES -- - - -- BOSTON CHICKEN type amount by date recpt 1111 MAIN ST SSDC $ 0.00 JDA 02/08/95 — PRMT $ 304.00 JDA 02/08/95 — VANCOUVER WA 98660 5PCT $ 15.20 JDA 02/08/95 — Phone #: (206) 750 -0668 PLCK $ 197.60 JDA 02/08/95 — EROS $ 100.00 JDA 02/08/95 — Contractor: - - -- ERPC $ 32.50 JDA 02/08/95 - JOSEPH HUGHES CONSTRUCTION ERPC $ 32.50 JDA 02/08/95 —. 7035 SW HAMPTON 1 iGARD OR 97223 -- -- ._ Phone #: 620 -8134 $ 681.80 TOTAL Reg #.. : 45645 REQUIRED INSPECTIONS -- - - - - -- This permit is issued subject to the regulations contained in the Erosion Control Tigard Municipal Code, State of Ore. Specialty Codes and all other Excavation insp applicable laws. All work will be done in accordance with F i l l I n s p e c t i o n approved plans. This permit will expire if work is not started Grading Insp within 180 days of issuance, or if work is suspended for more Strm Drain I n s p _ than 180 days. Final Inspection I IV Permittee Signatur-e: _ _ �i _ 7 _ Issued By: C all for inspection — 639 -4175 a � Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. • Tigard, OR 97223 (503) 639 -4171 D : Jobsite Address: 131 3 S S U✓ l Ore /� f' ' �",/��'`/�� /j� ti� f:` 4'i?': i `. , ??�:v:.� ;:...vi': ; ?4�;N'+A!i C `�C:tiv'ii:Y +F >:�:i':r ..}i }. •::.. S �a r C � Off • Tenan t: Suite Su to# � •:a'. } •. ?..:; � :S is Valuation: / 3 O[ YC ; z.:: } > },.:ti{ >:;:: tc}•:' vA> iv.-0 tii4:Jiii } } ti?:iYR:i:. ��z:�•,v~;;:s >::'? >�is :? „' fi:;: k :.:.•::,:. • Owner: An.5 o C b" Address: . 1 rna►,n rApprovals:::E�ectuired:>�:,: }: ;<�_ ..... :,........... . .fir:: ^1C ?L:: : :: ^:iFa. vi \: si ::•`.•`Fv;Y: ? }; { %: ; ::i�Ji:ti' :.:`. +�' i tijy� `Planniii .. Phone: ii��� - :........:..:.....: r i i .k.:: { :i: �`i:�i:': w:::.�: niJi' �i:: ij:�Sif�:•Y�ii:�::::� }i:J:.Yi }} v:viY ^ii: !4. ?� 2 0 7 D Contractor: � /� � _ E� t! ' 1'4- -4C2-/ Y 5 I P (-)141-11 Address: Type of const: .51/ Occupancy class: 3 Phone: Sprinklered? Yes IN Contractor's License # • (attach copy of current Oregon license) Sq. ft. of project: > 36/ • 1 Story , 2nd, etc.) / 7 Architect/Engineer: ,Qe>, n 0 ,cTa e Grrscc 1 Proposed use: 4,-,..41, Address: le) NL✓ 1 rA /l UP. Previous use: / ) 6) . 79,2-0T Note: Plumbing & mechanical plans must be submitted at time of Phone: S° 3 - ZZ$ — 3 8 g building permit application. COMMENTS: Applicant Signature & Phone number Received by: JL 6 Date Received: /a 14-/ y Permit # Account Description Amount Amt. Pd. Bal. Due 77' °° 75 Bldg. Permit (BUILD) 3 °1 4 Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) , s as Bldg: Plumb: Mech: Plan Check (PLANCK) !91- Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) Residential TIF (TIF -R) Mass Transit TIF (TIF -MT) Commercial TIF (TIF -C) Industrial TIF (TIF -I) Institutional TIF (TIF -IS) Office TIF (TIF -O) Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) f oa. at) Erosion Planck/USA (ERPLAN) 3 Z. S Erosion Planck/COT (EROSN) ?Z,Sb TOTALS: g14m UN I F I ED SEWERAGE AGENCY OF WASH I NGTON COUNTY FIXTURE UNIT RATINGS 6 Acid' I TOTAL TOTAL F I X 11. E VALUE db 1 l e L F� r�, /G NUMBER NUMBER BAPTISTRY/PONT 4 1 BATH - TUB /SHOWER 4 - JACUZ /7N B'L 4 CUSPIDOR /WATER ASP 1 D I MIWAS'HER - CJMIER 4 DOFEST 2 OR INKING FOUNTAIN 1 FLOOR DRAIN - 2 INCH 2 / �zz L 1 g (1-2—b3 j e 5 r� ro h� 3 INCH / /// - 4 INCH 6 GARBAGE D I SPOSAL - DOU (TO 3/11 HP) 16 - COMM (IO 5 HP) 32 - IND( OVER 5HP) 48 OIL SEP ( GAS STA) 6 SHOWER - GANG I - STALL 2 - S 1 !iC - BAR Litt S 2 /e - BRADI -EY . 5 - COM.ERC I AL 3 it/5 - SERVICE 3 r7/ al `13 WASHER • CLOTHES 6 - WATER !OCT 6 WATrEi. t CLOSET 6 3 URINAL 6 �6 - F x value (this ten) , '7 / IDU - this tenant 160 Run. fx value— bldq 9) tc5 Run. mU - bldg. -) � (&) Sewer permit # 54-4 5 ,,o as-.01Sr (C v &d i �' Fog l DI) DATE / ' I I NSR TOTAL BUS INESS Q Cl ek•ev -N i I Eou ADDRESS /3935 .5w &1 A Hwy/, PERMIT NO. TAX MAP/ LOT / COUNTED FROM 73 -25 R83 } APPLICATION — STREET IMPROVEMENT /EXCAVATION COPY TO: ORDINANCE NO. 74 -14 • ` N (WHITE) - FILE N (YELLOW) - INSP. (INSTRUCTIONS - N (PINK) - OTHER AGENCY INSTRUCTIONS ON SEPARATE SHEET) ® (BLUE) - APPLICANT r o APPROVED Ii] APPLICATION NO.• - 7G _I NOT APPROVED ❑ CITY OF TIGARD, OREGON FEE AMT.: E 338.00 PENDING FEE. PMT. ❑ CITY HALL RECEIPT NO.:' 9.c°' Z/<a) s7. PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY DATE C / ! / C is _ - � PENDING AGENCY "OK" ❑ Application and Progress Record I MAINTENANCE BOND * PENDING INFORMATION ❑ FOR STREET IMPROVEMENT /EXCAVATION AS REQUIRED C ANNUAL ❑ PENDING VARIANCE ❑ EXPIRATION DATE: / _ r PERMIT NO.: ( ° ( 'A - 9 , DATE ISSUED: 7- /3 /`)S , BY: 1 / -- - ' (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL CONCRET D/W AP ROACH, STORM SEWER EXTENSION' SAN' SEW CQNNECrial DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT B C tMohwest L.P. 1111 Main St. Suite # 560 Vancouver, WA 98660 206 - 750 -0668 NAME ADDRESS CITY PHONE CONTRACTOR NAME ADDRESS CITY PHONE PLANS BY W & H Pacific 8405 SW Nimbus Ave. Beaverton, OR 97008 -7120 626 -0455 NAME ADDRESS CITY PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 8,450 DOLLARS (2) FOR OFFICE USE: CMIN. 2) EXCAVATION DATA: 0.04 X s 8,450.00 = g 338.00 STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS /TYPE BY TYPE LENGTH WIDTH DEPTH 4 ITEM & QUANTITY STREET OPENED Gaarde St. — See ' Attached =, INSPEC- R TION E Q U ESTIMATED STREET OPENING DATE: / / S ESTIMATED STREET CLOSING DATE: / / T D STREET (3) SECURITY NO. SECURITY AMT.: $ 8,450.00 CLOSED SURETY CO.: NsPEC. ; CERTIFIED CHECK ❑ CASH ❑ BOND 0 (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS / CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. a SITE: 13935 SW Pacific Hwy. -see attached - 1 ( I 1 1 0 I wCA 2rca5 I 1 I I X I g 1 I m I SCR 94 -0025 Applies �- - - - N., - - - - - � " V ■ - - - S. W. Gaarde Street • oI -CURBA � - _ - - - -.. • - - - - I ‚CO ( I 1 I I I . 1 I (5) NOTE: THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT -OF -WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES. TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. I , ' I/ APPLICANTS SIGNATURE: '. � � f - ` DATE / / Special Conditions /Provisions: 1. All work shall conform to City of Tigard, Oregon, Standards and Specifications. Note the attached Drawings and Details. 2. Notify City Inspector Letha Thomas ( #639 -4171) 24 hours before starting any work. 3. Access -to and egress -from parcels of land adjacent to the work area shall be maintained at all times. Pedestrian safety shall be provided for by the contractor at all times. 4. Removal /replacement work and damage repair work shall be promptly initiated and completed to the City's satisfaction. No work shall be considered complete until it is accepted by the City. The City reserves the right to cause testing and certification of work or repairs to be performed, to the City's satisfaction, at permittee's expense. 5. Erosion control shall be provided for by the contractor. 6. ORS 757.541 -571 applies (pre- notification for location of underground facilities, etc.). 7. It is the sole responsibility of the permit holder to provide for proper right -of -entry (and /or easements) prior to starting work. Proof of right -of -entry (and /or properly executed easements) shall be provided to the City. The City shall in no way be construed to be liable for the permit holders failure to obtain or provide for proof of right -of -entry (or easements). 8. All easements deemed necessary by the City, to facilitate operation, maintenance and access to new public facilities or to enable public usage of sidewalks, etc., shall be properly prepared, executed and provided to the City . prior to City release of any work assurance funds and prior to City closure of the project permit. 9. A sewer connection permit is required to be obtained from the City's Building Division prior to connecting to the City's sewer system. 10. Utility relocations, modifications or repairs, which may be necessary, shall be performed in a timely manner at the permittee's expense. dyspec- con.sop DATE: /�, / PLANS CHECK NO.: / ` ?t / /� ^0> l7 I /0 . 3C'— ' PROJECT TITLE: COUNTYWIDE TRAFFIC IMPACT FEE WORKSHEET raid (FOR NON -SINGLE FAMILY USES) nnAlu/ G AooRESS: ... .f , ITY/ZIP /PHONE: RATE PER 4 -eL Aim -_ 4 ' . . to • LAND USE CATEGORY TRIP TAX MAP NO.: RESIDENTIAL $155.00 e5 / 03 0 ► - 01 OD O y BUSINESS AND COMMERCIAL $39.00 SIT1JS O. ADORE - OFFICE $143.00 l 3S . it-t_._.; oc., - INDUSTRIAL $150.00 / INSTITUTIONAL $64.00 PAYMENT METHOD: • CASH /C:HFCK CREDIT • INSTITUTIONAL ONLY: BANCROFT (PROMISSORY NO LAND USE CATEGORY ESCRIPTION OF USE Y AVG. TRIP RA WEEKEND AVE TRIP RATE DEFER TO OCCUPANCY • �3 Z L�}4 / OD. Q. BA S I S: Ce;7 - 2e"fi ge.. C�� 2 C 336/ 0 . - 75 P ,e A .__. ...eze,,,6, 4,,,, ..., -.., 0(, I, 7 ce,..4pe.„.. cl.....„_, . - / CALCULAT NS: 9 0 Tif = 77 .4,e ge22.2 i — G • e d 2 le-?ze4/cr 5 " •D - 27ea.,- ,..-e".0 =-- 7- 6 S F A - ndie).4.4..&" (01 ,,L /UZ = 3 3 / 3 , 3 v , I 1 e PROJECT� R G ERATION: ����QQ s .. G I/ ci -.7. ci 7L JJJ oc l- Meg • • 7, 3 v D .7SD , L f = 3 s.L I ADDITIONAL NOTES: 1 q� FOR ACCOUNTING PURPOSES ONLY: Ti 1 67 L`'tti"' � — ( CC � ��J )( .Z 3/. 6 ! Z ROAD AMT. 1 - G (33t. I - 3,5 .LL/� 4 3 � / /�.vv TRANSIT AMT.: /'hlSS 17-4- As 31) G , Le. , 4 lei _ /l, 71 _ 4.36o0.4.)0 a, / // 7 1 S. L) 0 PREPARED BY��A Yf i���s' f 1 CC: WASHINGTON COUNTY J _ G \ TIF NOTEBOOK form tif10 DATE: I PLANS CHECK NO.: _ /v_ /y _ 0 /a PROJECT TITLE: R COUNTYWIDE OSIZ-I 0A it,ke TRAFFIC IMPACT FEE APPUCANT: WORKSHEET Rr ,+ C/ C.,e MI) (FOR NON -SINGLE FAMILY USES) MAfuNG ADDRESS: • /ZIP /PHONE: / RATE PER Wile U C J W l4 % n- G CO LAND USE CATEGORY TRIP TAX MAP NO.: RESIDENTIAL $155.00 S I /? .3 on - 0 l [7D 0 BUSINESS AND COMMERCIAL $39.00 SI111S O. ADDRESS• / I OFFICE $143.00 f � /SS , 0ar; 'L ill . c INDUSTRIAL $150.00 INSTITUTIONAL $64.00 PAYMENT METHOD: • • C'.ASH /CHFC IC CREDIT INSTITUTIONAL ONLY: BANCROFT (PROMISSORY NOTE) LAND USE CATEGORY OF USE Y AVG. TRIP RAT7 WEEKEND AVE TRIP RATE DEFER TO OCCUPANCY ' -j Z 0 /00 IX) BASIS• -Q/ (� . c,e f;-(.} 33 6/ 96 ie.0, tzw CALCULATIONS: 77P = 7hoz.s4i, d Sr cs 6 1. . . 1 i 1 -‘ P -al X 43q . DO 3.341 x /oo. oo ;c $31= o = /3, ivg`.vv . PROJEI4T31PG ENERATION: - ' i /OS'. Oo ADDITIONAL NOTES: - FOR ACCOUNTING PURPOSES ONLY: ROAD AMT. ;r _ CJ -fi 9 07/.ov TRAN2iTAMT.: /l 4_, 4 .V3 ,7,vv PREP B Y ,t r .in._.....„ CC: WASHINGTON COUNTY TIF NOTF_ROOK form tif10 • • Plan Review # C J — 4 14:12:12,5" I) I Date /1/01f4 CITY OF TIGARD OREGON Structural Special Inspections The owner or architect or engineer of record shall complete Parts B & D of this form and then return it to the Building Division for approval to issuance of a building permit. (Please note that a separate soils special inspection form may be required and additional special inspections may be required for contractor design items.) P, VPG;ll Gtft J Project Address: /?f/? . , eht:76 /, 4 Project Name: grogrAtorAl Architect of Record - (Firm): f?p.T . /... 1150,5 Phone No: (24 744 Engineer of Record (Firm): /ltAQ7"P1[5 / //�11/ /,1J Phone No(2cri) 323— 2-/ The following special inspections and structural observations shall be performed according to the State Building Code and the City of Tigard's Municipal Code Chapter 14.06.010 - 14.06.040 unless a schedule of inspections is submitted by the Engineer of Record and approved by the Building Division. A. Igt Reinforced Concrete ❑ Prestressed Concrete j a Structural Steel ❑ Structural Masonry, f'm = Welding ❑ Fireproofing Other kr rvArC fry StPP./ B. Indicate the special inspector or approved testing agency to perform the special inspections noted in Part A above, including addresses and phone numbers. Submit names, qualifications and certifications of the special inspectors assigned to the project. The special inspector or inspection agency shall submit a final signed report to the Building Division stating that all items requiring special inspection and testing were fulfilled and reported and, to the best of his/her knowledge, in conformance with the approved design drawings, specifications, approved change orders and the applicable workmanship provisions of the U.B.C. (see U.B.C. 7015 for soils special inspection final report requirements). Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when continuous was required, etc.) shall be specifically itemized in this report. CO YLSo}. 1 rung / / C. ❑ Structural Site Observation by Engineer of Record D. The owner hereby agrees to employ the special inspector, approved testing agency and/or engineer for the above -noted special inspections and /or structural observatio . /%1 Signature of Own r Print Name C H 2! STOP H CR_ _ ` 1 / A) C Phone No. Firm e /JOLT! -I W�$T / L e P Date • Structural Plans Examiner signature - tea« 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 Plan Review # 5Pi /4 Date / Xi/ g CITY OF TIGARD OREGON Soils Special Inspections This form shall be signed by the Owner, Engineer or Architect of Record and returned to the Building Division prior to issuance of the permit. Please note that a separate structural special inspection form may be required. 8Cs7'! eirrr Project Address: l3 .. 5 5-g P CIF7 4k,7 Project Name: P Architect of Record (Firm): t reetrr / , Lee /j e . Phone: C 7 74b_ 4077 Engineer of Record (Firm): befft J5 /e,H in/G, Phone:('e(r) ?t 3 - 2/ f Soils Engineer: ~T Firm: &P ,,r Phone:404 _1474 Lot: Subdivision: The following special inspections shall be performed according to the State Building Code and City of Tigard's Municipal Code Chapter 14.06.010 - 14.06.040: ❑ Engineered Grading ( >5,000 cubic yards) - U.B.C. 7014 Regular Grading - U.B.C. 7014 ❑ Compaction Reports (per ASTM standards listed in U.B.C. 7002) Testing Agency: Ca Y -Sari 7 s( �Y1 Phone: ❑ Other The owner hereby agrees to employ the above soils engineer for the above -noted special inspections. Signature of er Print Name CH e. STOP 14 Ce G . LINO Phone No. () 06) ]SO - 066 Firm BC IVO h{W£S 7 L. P. Date ////7/9 7 soissidoc \ 13 SW Hall Blvd., Tigar , OR 97223 (503) 639 -4171 TDD (503) 684 -2772 OCT 13 ' 09 05 ROBERT H LEE & ASSOC P.2 • Form 36: `- . . PRESCItrPTIVE jATR FOR ZONE l • Building • 1. Above-Grade Wall Area (gross ft 4. Roof Area (gross ft2) 3362 Area 30 °See Figure 3a 2 for climate . 2. Window Area (ft G 5 /I_ 5. Skylight Area (ft) zones 17 �T 3. P ercent Window to Wall Area. tt 0/ 6. Percent Skylight to Roof Area. Divide Divide line 2 by line 1 i 8.1 /o line 5 by line 4. Must be less than 3% Above . . . . Compliance P ..... Proposed Ground Component A - B C - . D , E : p G Values Walls - .. - °Percent window P2 cent° .9% 17% 18% 21% i 27% 37% 46% ( ` 1 S to wall area i - - pine 3). Max.. ...:.Single Double . Single 0:50 , Double 0.60 0.50 hh 'Max. SC limit Windows U -value Glazed Glazed Glazed Glazed cooled-buildings Max. No No 0.60 U applies - .60 0.50 No 0.60 0.40 U GLE�4R only, SC Limit Limit Limit ° To calculate the Above -Grade • Max. : U -value of the • • • . Wails • ` alva . ; :. f),20 0.20 0. 0 0.10 0.10 0.10 R_ta . walls, use !� Worksheet 3a. 7. Does design meet target? Enter the package letter (A -G) if all components of the values of the Z proposed building meet the criteria. Otherwise use Form 3b. O Roof, Flood - Proposed _ and Below- Component Standard U or R 1.,_ Grade Walls - • - - - Roof Max. U-value Up to 3 percent Skylight 0.059 BSkyllght shall be W thout Skylight 0.077 . _ d • d o u b l e g l a z e d • . •• .. . Q "' ' a min. • Slab-on-grade Floor Min. R -value of . Unheated Slab 4.5 R- I 0 C1 v4-inch air space. the Insulation Heated Slab 5.8 tTo calculate the Floor Over L-! • roof and floor Unheated Space Max. U -value 0.0 , �, • • u- value, use Worksheet 3b Below - and 3c Grade Walls .. • Min• R- value.af the Insulation 5 -. z 8. Does design meet target? Enter the "r if all components of the values of the proposed ` , W building meet the criteria. Otherwise try Form 3b. • . . • �' CO , Envelope 9. 'The perimeter-lhsulativri•for the slab- on'grade floor shall extend downward from the top of the slab for a . minimum distance of 24 inches. See Section 5303(d). in Enter the -- - tV reference 10 plans 10. The insulation for the below- ground wall shall extend. the full height of the wall to V and specifications the top of the lowest floor or 1 0 feet below grade, whatever is less. that shows ., :, . : . .. . .. ... ,. F-- compliance w ith 11. Manufactured doors and windows are certified according to ASTM E 283 for the requirements. 0.37 cfm per foot of window sash crack and 11 cfm per foot of door crack. 4) 12. On the warm side (winter) of the insulation for the walls, roof and floor, install a • vapor barrier with a perm rating of one or less. See Section 5303(f). (1/93) Forms 3 -1 • OCT 13 '94 09:06 ROBERT H LEE & ASSOC P.3 • . • .1 `./ • . BUILDING ENVELOPE ANALYSIS SUMMARY PROJECT: Boston Chicken ( #2.1) JOB NO 9464 DATE: 9/20/94 LOCATION: Tigard, Oregon CODE ZONE DATA: State of Oregon Energy Code Form 3a - Comp. 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E«.: ' 4j tl: w:a• r,'a<dx.x4 ..E�� 1,.«...,«,'.+k;rn x, �, �.: GCK'«,,.::' �:.:..;K xlww: e4u. ua .d:,.....::r, �.«�: «.. fi:'.,n'1 4e` x. aau.'. K ....«..:..k,r,:ni�;�.�.�. >:4>,• ROOF I CEILING OVERALL "U" VALUE U = NA WALL OVERALL "U" VALUE U NA FLOOR OVERALL "U" VALUE U :. NA • 'Z��: Z'. "'iiaiS5^�.Y 0il n ".fi 5 4j11 ' 'fl " . 4 4 ya �.�%Si t ;: W % 44; ` ,x1 ' • $Y 4.,,, i• tom% '1.."' . #f � .. 1 ' . 4 •. • a w K v • . 'e • Y°4 t a :4 l n A. ^ 4 ''v l h„. . w • . . : : '�° ? °�Y"i54W' � d �'. i t,, , o , S , ' xe x. x . w . s x • • X14 3E: 1 ;.: •nt,,.� .r. = '�i"�' : c:>.os!• w7Vx•'�w� ° l��&.. S- wx�( v�' �° h' �.. x"• :%>''.x'�s44s1eK...�,': . .,� i'� ?m°�w1,1 COMPLIANCE METHOD: COMPONENT TRADE -OFF APPROACH COMPONENT PERFORMANCE APPROACH + ��S 4sos. � :dr« i2: k L '. ' ; �. r�vx . �1:8nuv,% n l: a wGk'r79 w S �{ ! ° �'S` •. i' 1 :x_ si' i '.'' o • • .4.11:1141 x _. %. ;- xx K 1:14�'.. C w J W� 5 1 O • ' ' -•0 ''i' • •' k4 Y. ? .f ,3. : ,7i4 ia ••4k, i . . r x.4 ,4 %ek > ��d M !. :x x.,,,:......e.... i x� v. '!..'$,A :w% :I E � i sl � . BUILDING ENVELOPE COMPLIES WITH THE ENERGY CODE: (COMPLIES IF BUILDING "UA" < CODE "UA ") • • ' PREPARED BY: ' • ABOSSEIN ENGINEERING CORP. 1239 120TH. AVENUE N.E., SUITE "E" BELLEVUE, WASHINGTON 98005 PH= (206) 462 -9441 / FAX =(206) 462 -9451 OCT 13 '94 09:07 ROBERT H LEE & ASSOC P.4 • • • • . J �1 BUILDING COMPONENT THERMAL RESISTANCE CALC. (U = 1/R = Btu /hr. deg- F.sf.) ROOF NUMBER 41 1: "R "..VALUE Membrane Thickness "R" COMPONENT DESCRIPTION Per -Inch As- Listed (Inches) VALUE Inside air 0.61 0.610 Built-up roofing 0.375 in 0.33 0.33 Rigid insulation (R -30) 30.00 30.000 Plywood or wood panels 0.75 in. 0.93 0.930 Vapor - seal, plastic film Negl. Negi. 0.000 Truss correction factor @ 24" O.C. -6.60 -6.600 '0.000 0.000 0.000 0.000 0.000 0.000 0.000 Outside air 0.17 0.170 Total "R" VALUE = 25.110 OVERALL COMPONENT "U" FACTOR = 0.040 • OCT 13 '94 09:07 ROBERT H LEE & ASSOC P.5 • BUILDING COMPONENT THERMAL RE,STANCE CALC. (U = 1/R =Stu /hr. deg -F.sf. ) WALL N U M B E R # 14 (exterior) "R" VALUE Membrane Thickness "R" COMPONENT DESCRIPTION Per -Inch As- Listed (Inches) VALUE Inside air ... .. 0.68 0.680 0.000 Plywood (Douglas 'ir)o 0.625 in 0.77 0.060 Vapor - permeable felt • Batt insulation 6" thick (R -19) 19.00 19.000 Plywood (Douglas Fir)o 0.625 in 0.77 0.770 (stud correction 0 16 "'O.C.) -4.8 -4.800 Brick, face 0.11 8.0 0.880 0.000 0.000 0.000 0.000 • 0.000 0.000 Outside air 0.17 0.170 Total "R" VALUE =- 17.530 am= ==== OVERALL, COMPONENT "U" FACTOR = 0.057 4. VLI '4 W9:08 ROBERT H LEE & ASSOC P.6 BUILDING COMPONENT THERMAL RES :STANCE DATA (U = Stu /hr. deg F.sf.) WINDOW S; BUILDING AIR GLASS TYPE SPACE COMPONENT DESCRIPTION CLASS "U" VALUE DESIGN'N (inches) Insulated glass double pane 1/2" air 0.75 1 0.500 2 3 4 • 1 • • • OCT 13 '94 09:08 ROBERT H LEE & ASSOC P.7 BUILDING COMPONENT THERMAL RES DATA (F - Btu/hr. deg -F. ft.) S L A B O N GRADE; (EDGE INSULATION) *Fa COMPONENT DESCRIPTION VALUE Slab Edge Insulation (R -10) F =0.54 • • OCT 13 '94 09:09 ROBERT H LEE & ASSOC P. . `WQ lest 4a1 UNITAItY Alit CO TIO R--,A . COOL 1D Proposed (a) (b) .0) • d) e) EqUiPient Proposed tannins] Cooling Compliance conditioners and Equip. • Model Capacity EER Schedule• MOM Carowtditlon ID Designation (Btulh) SEER (95 °F db) (A -E) WV. dd Oa0 $. 4t If the wads a spot gT-� k • �1P�ekl -� P-� 10 _ 12$, . System, Include . the model numAst 1 -* I pto0 --F-6 io • • (242 8.q fl for condensing r -3 APsor —Raab oo0 6,1 A unit del i. — . - Enter the letter • from the table . below. • • ' r 1 - ' • • 1. Does the proposed equipment meet the required equipment efficiency? Enter " Y" if true. 2. C boxes to Indicate the source of information. .ARI Unitary Directory, Section AC (Enter the page number) O ARI Applied Products Directory, Section ULE.(Enter the page number) O Product data (Attach data furnished by the equipment supplier) wswssr .. ..._ Required _ • Ott Coo Capacity (Btu/h) Minimum Performance �Cki1Cy' Compliance Equipment But not EER •' - Fo r te phase Schedule Type Over— over -- SEER (95 °F db) uN3 over 65 Mbh • weary, A Single Phase, 0 65.000 9.7 ---- Single Package • . B Single Phase, 0 65,000 10.0 .--- Split System 0 65.000 — 9.5 . .. •... Three Phase, - 65.000 195,000 --- 8.9 C without a 135,000 . 760,000 • -- 8.5 Heating Section 76000 ---- 8.2 0 • 65,000 • • — 9.5 Three Phase, • • • 65,000 • ` 135,000 8.9 O with a. 135,000 760,000 --- 8.3 Heating Section 760,000 . ---- 8.0 . E • Condensing Unit Only 135,000 ---• ---- 9.9 i,. • : . Worksheets ' 4 -7 OCT 13 '94 09:10 ROBERT H LEE & ASSOC • . " Iatsic ata • . , • • . • . . . .....■ . . •- : M :RM . . P U Cgg is a i • iiii i i i ir o S i • .. • s • a miii mi i m i m iii U 1 A a . 0 N • . . ....._---.-----'---• --- • raudation may Heating Degree Day (HDD) Minimum • 1/9 omitted on that pardon of a Duct . . Duct -- • , . - insulation duct which is • . Use Location . Over— But not over— (R-value) located within a ..._,_-----.---- Wit c ea troop . • 0. . 4500 , 2.1 , pant; *ma whore both sides . Root or of this space are 45.00 goo° 4.2 wowed to • Exterior of Building conrStioned alr • ecioo • ---.4 6.3 and where thls Heating only • . • • - . . space is not ventilated or 0 8000 4.2 otherwise Unconditioned __________ exposed 10 Space' 8000 — 6.3 unooncidened _ -------- Roof or 6 . 3 lf ihe linolelloo - is exposed to Heating and Cooling Exterior of Buildin 0 g 04000f &We. or Cooling onl ditioned 0 MO insulation Uncon — 4.2 , • requires an . approved - . . . - Heating Or • .J Condtateelala Oi • -• , 0 weatherp1001 — 4.0 Wier $0 Pr.OtoCi Cooling ,:, :: witilln#10•Ground . . , , . :, • , "•••• ir IroM degrade- ... . . . • . . a the insulation • '' • ' is tor ductwork • • r _ thatsuppiles lion. • mechanically cooled air, the • AV" inSviation i • ,- i requires a vapor I barrier on the Crtic) ‘1\- t` 5)• sFict.€4 . . war. iide of the . • insulation tO • ; Mad it from , . Condensation. , . . :• ' . • The vapor *. t 1 I cit"Krt a 14 f frY— 11 A tc S. ." battlers/watt • continuous, with . . ali Joint seale4 . . . and have a rating ot 0.5 , emu' . . • . - ■ . . . . . • • • . .. , . .. . • . • . , . • • • . • • • i • . • . • ' • . . . . . • . . . ; • . . . . . ' . • • • : , - . • • • . , . . • . . . , . - • . • . r •. ' .• . , .: • • . . Aorwawm•msomal cum • .. • Tables 4 . t - • ,„. . . • . OCT 13 '94 09:10 ROBERT H LEE & ASSOC P.10 Table 4c 4; . .. . • . III RE' D P iIATSUTAnON - • If the piping is o exposed to Piping Fluid Pipe Size Insulation Thickness ortdoor c&rrtate, • System Temperature (inch) (Inch) • sudrasona . . - i roof or an the Runouts up to 2 1.00 , exterior Wail °f • Below 40 OF up to 1 1.00 . ktcreasa the • Over 1.25 1:50 • ,nsrdatkm Cooling System • - - • . requirement by . . Runouts up to 2 • 0.50 1/2 Indy. is 40.55 °F up to 1 • 0.50 ' insulation 1.25to2 0.75 •. thickness is Over 2 1.00 Eased on • insulation having �� � `�� thermal � - r J i Runouts up to 1 0.50 . resistance in the (t i• kit ° Pi 100-130 °F U to 2 0.50 range 014.010 5 p ,LtCT Over 2 1. 4.6 per lath of, t �w -- thidmess on a r ?�� ~' Oat surface at a Runouts up to 1 0,50 Olean t 140.160 °F Up to 1 0.50 lure of 76 °F Recirutatiop. System 1.5 to 2 1.00 Where required ... • _ .. Over 2 1.50 • top/event . • • Runouts up to 1 0.50 • ash a vapor • . • Up t01 1.00 banter on 170,180. °F • warm side of the 1.$ to 2 1.50 Insulation. - • Over 2 2.00 . Runouts up to 2 1.00 - . • Steam Condensate up to 1 1.00 1.25 to 2 1.50 . . • . , 2.5 and up 2.00 Runouts up to 2 0.50 120 -200 °F up to 2 1.00 2.5 and up . 1.50 • • . . Runouts up to 2 1.00 Heating System 201 -250 °F up to 2 1.50 - . • (Steam and Hot Water) ' 2.5 and up 2.00 • Runouts up to 2 1.50 • - 251.305 °F up to 1' 2.00 • . 1.25to4 2.50 • 5 and up . 3.00 • Runouts up to 2 • 1.50 • °F up:to 2 2.50 • 2.51o4 3.00 . • 5 and up • 3.50 • • • • • • Tables • 4 -19 OCT 13 '94 09:11 ROBERT H LEE & ASSOC P.11 • C T'H�A R AS- �� AND 011eFIRED • Proposed ' d (a) • (b) (c) (d) ' CO . • Equipment • • . • Proposed 51,.. 77iennal Heating . - - Compliance . Determine Equip. Model Capacity t Et Et Schedule' Me<n & efficiency to • Designation (Btu/h) AFUE (Max. (Min.) • (A -E) immured 424 6F- l elif1IVE At Ft. — 37o ca 1037 P c- , (chimne loss r from 100 percent. IIMVA —12- .- . Pig* • Ratings •tor 14 file-efi — cie ' based on the minimum and . . performances provided controls. are n ' a Enter the letter - - - • frwn the table below. • J .. ++ -raw Y e .. .H • • • • • 1. Does the proposed equipment meet the required equipment efficiency? Enter `Y° if true. 2. ChecK boxes to indicate the source of information. • 0 GAMA Directory (Enter the page number) • • O Product data (Attach data furnished blithe equipment supplier) • Required - . Heating Capacity (Btu/h): Minimum Performance u :� D i ment cenCjr . But not Et Et Compliance Equipment ment ; . Over— • • , over— • AFUE (Max.) (Min.) Y Gas- Fired, Warm Air . 225,000 78% A Furnaces and Combination 2250 0 ...: 84% 78% Furnace/Air Conditioner • Oil- Fired. Warm Air 2 25, 000 78% --.- Et Furnaces and ComtiinaGan 225,000 �- -% 81% 81% • • • Fumace/Air Conditioner . • • • ' • C Gas- Fired, 0 -- -- 78% 75% • • • Duct Furnaces 0 s -F Gared, e - Unit Heaters , ---- 78% 74% , E • Oil -Fred, .. _ . • ; : 0 81% 81% . Unit Heaters — • 4 - Chapter 4 - System . - t» • OCT 13 '94 09 12 ROBERT H LEE & ASSOC P.12 `'"'") - \.-. • HEATING AND COOLING LOAD PROJECT DATA • Date 9/20/94 Project Description BOSTON CHICKEN Prepared For ...ROBERT LEE & ASSOC. Project Location TIGARD, OR Prepared By Abossein Engineering Corp Checked By / Computed By V.A. /G.R.W. DESIGN CONDITIONS Latitude 46 degrees Elevation 210 feet Daily Range, F 21 Summer Design Winter Design db F wb F db F Outside 85 67 24 Inside 78 65 70 Difference 7 46 Block Cooling Load Cooling Load Summary (Btu /hr) Peak Hour 16 Peak Month 8 Safety Factor 5 Sensible (Btu /hr) Net Sensible 88508 Roof 617 Net Latent 20789 Wall 2150 Total Heat 10929 Glass 59273 Sen. Heat Ratio 0.81 Lights 3511 Grand Total 114685 People 11592 Equipment 5491 Block Heating Load (Btu /hr) Infiltration 7 Duct 1653 Roof 2063 Latent (Btu /hr) Wall 6685 People 11400 Glass 23253 Equipment 8400 Floor 6309 Infiltration -1 Infiltration 2712 Ventilation (Btu /hr) Factors 2461 Sensible 6091 Total Heating 43485 Latent -703 Ventilation 48823 Total Vent. 5388 Bldg. Total 92308 • OCT 13 '94 09:12 ROBERT H LEE & ASSOC P.13 • ANNUAL COOLING LORD Month Outside Design Peak Cooling db F - wb F • Btu /hr MBtu /day jan 72 60 74036.8 478.133 feb 73 61 86637.1.671.720 mar 76 63 99326.3 909.000 apr 78 64 102225. 989.431 may 82 65 104774. 1090.41 jun 84 67 111825. 1269.43 jul 85 67 112195. 1282.30 aug 85 67 114685. 1315.93 sep 83 66 110432. 1219.27 oct 80 64 98510.4 985.819 nov 75 62 80796.9 655.280 dec 71 60 67537.0 388.864 Annual Peak Cooling 8 Month 114685 MBtu /hr 16 Hour 1316 MBtu /day • • CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec -O- Phone): 639 -4175 Business Phone: 639 -4171 Inspection: ,(A , aej_ l2) ; 66 Footing Sus p. Ceiling Sprink. Rough-in Appr/Sdwlk 9 P 9 P 9 PP un atio Plbg. Underslab Mech. Rough -in Fireplace Post /Beam Struct. Plbg. Top Out Elec. Rough -in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing - Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. - Elect. Date Requested: 1 7 / // 7/95 1 Time: AM PM Address: 3 / / _ _ ' . — Builder 6, '(- 7 /Qc) Permit #: ,517 THE FOLLOWING CORRECTIONS ARE REQUIRED: Jcio 9 9-03,3 --ef ,2,..A....d-el .....4 -6-7e_ ...4,..A..."-e- .e:ae.....-ci..,----- a�_ v y Ac.,;-L., 2 peP-C-0 Inspector: / Date: ' / 7 7 APPROVED DISAPPROVED "APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec -O- Phone): 639 -4175 Business Phone: 639 -4171 Inspection: �/�� es ^'/\ Footing Susp. Ceiling Sprink. Rough -in r Appr /Sdwlk it =:a Plbg. Underslab Mech. Rough -in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough -in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing - Plumb. Alarm Water Line �nsulatio ' -Mech. Underflr. Insul. Shear Wall Gyp. Bd. - Elect. Date Requested: / /y /% 5 Time: AM PM Address: / ,. 9 3 5 Builder: 2 ZO -73/5 4-LW Permit #: �T 00 eic— THE FOLLOWING CORRECTIONS ARE REQUIRED: f % fl/_ 6 3 336. Inspector: �� Date: 9s`" AP y �' pe PROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECT N NOTICE Inspection Line (Rec -O- Phone): 639 -4175 Bu ' ess Phone: 639 -4171 /; Inspection: at /, U C4 Footing s Susp. Ceiling Sprink. Rough-in Appr/Sdwlk 9 P 9 P 9 PP un Plbg. Underslab Mech. Rough -in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough -in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing - Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. �/ - Elect. Date Requested: (373/ /9 Time: /\ AM PM Address: /.:-.2) T ' 9 2, Cc- ( Builder: L / Permit #: 5'/ T9y-oo'1- THE FOLLOWING CORRECTIONS ARE O � t C;� r OI a "� LQ r / I J Inspector: .„A— " 1 1/ Li Date: . / ' TI/q „....ARP—ROVED _ DISAPPROVED APPROVED SUBJECT TO ABOVE R, n Call For Reinsp. C