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' k . k \ 2 ■ 2 FL LU 2 ri k \ / k / f § k j § U f 7 J ƒ � 2 LLj / § k Q \ U - z 0 0 o / to . I ! � i ] _ . § � } to ) } / ° k 0 / C>� � obi � ., `��-jAw� i �� � r��r�• co AUG21'9t o jr co cn O Pam'` Dm-7- AAJ y � z �+ U) � a a W o� a LLI CM°` l � W CD 0 Go ar { 1laJ-��'/1�I�al11 sa.�a 1111�hballllill�l a1 xllalll7�I l/�aa lld ll KN Kegel & Associates Inc. 20 August 1996 Berryman&Henigar 2101 Fourth Avenue Suite 320 Seattle, Washington 98121 Attn: Mr. Michael A. Pawlik Re: Resubmittal of Hamilton Investment Drainage Plan to City of Arlington KA File No. 12433 Dear Michael: Enclosed are the revised plans (3 prints) and the revised Storm Drainage Calculations sizing the infiltration system. We have also attached a Level 1 Drainage Analysis addressing Items A through G as required by the City Drainage Ordinance. On July 3, 1996, I met a backhoe on-site and we dug four(4) soils log holes over 9 feet deep. This information is noted on page 7, "Soil Logs for Hamilton Investment" which I have stamped and dated. The soil bearing capacity used for building design by the project's Structural Engineer was 2000 psf. Enclosed is a copy of the Arlington Airport's original soil bearing capacity requirement of 4000 psf used by The Austin Company. These numbers seem conservative after my soil log inspection. The infiltration system has been designed for a 24 hour 100 year Type IA storm using the King County computer program based upon the SCS methods. Only the 100-year storm was analyzed because an infiltration system is designed with no other outlet. The infiltration rate of 1.99 cfs was used for the design which is almost 40% greater than the 1.44 cfs calculated on page 6. Some of the infiltration trenches have been increased in length from the previous design as shown on revised page 4. All stormwater will be infiltrated on site. The design sheet has been revised to illustrate the City's Standard Details and Notes requested. ENGINEERS - SURVEYORS • PLANNERS 9800 EVERGREEN WAY -EVERETT,WASHINGTON 98204-3894 • PHONE(206)353-1119 1775-5424 FAX (206)353-7149 r' a, -- Berryman&Henigar 20 August 1996 Page Two Please contact us if you have any further comments or need additional copies. Respectfully submitted, R. Michael Spano, P.E. Kegel& Associates, Inc. RMS:le Enclosures cc: Mr. Bruce Hamilton Mr. Dave Anderson, City of Arlington Kegel & Associates Inc. , EVERETT,WASHINGTON 98204 O I TY OF RRL- I NGTON CONSTRUCT I ON PERM I T PERM I T NO_ 9&—a04-7 Owner: HAMILTON INVESTMENTS 16.5/ 7 13LI �PJ- NE Rce lnoJ 9A)5a Value of Work: $646,673.00 Tax ID: 220531-2-001 Phone: Describe Work: CONSTRUCT NEW STEEL BUILDING d� Proposed Use: OFFICE AND MANUFACTURING Legal Description: Job Address: 18640 59TH DR Contractor's Na-�e Type Address Licensed S.W. GOHL CONSTRUCTION G 17527 160TH SE M01VOW SWGOHC1150JT TOTALS Fee Site Civil Fee I1,fin." Permit Fee $2,826." Plan Fee $1,836.00 Park Mitigation $2,410.25 /' State fee $4.50 SIi URE: X---��''� TOTAL FEE................. $11,676.75 I HEREBY CERTI° THAT '. J READ AND EXAMINED THIS APPLICATION AND f 1,242.48 KNOW THE SAME TO BE TRIPE AND COR- RECT ALL PROVISIONS OF LAWS AND TOTAL DUE................. $7,434.27 ORD1 LS GOVERNING THIS TYPE OF WORK W I L BE L MPL I ED I TH W TIER SPE If ED HER OR Dn IP'f# � Ic 12 BibIrDING OFFICIAL -� � � �� ,.�-� .` . . ,', -- ,j � ,, ,�,,.� BUILDING PERMIT APPLICATION CHECKLIST RES & DUPLEX COMM & IND APPLICATION APPLICATION SITE PLAN SITE PLAN ARCH. DRAWINGS _ ARCH. DRAWINGS STRUCT DRAWINGS , - STRUCT DRAWINGS LEGAL DESCRIPTION J LEGAL DESCRIPTION ENERGY CALCS _ ENERGY CALCS STORM DRAINAGE `i STORM DRAINAGE SEPTIC TANK DESIGN J SEPA CHECKLIST UTILITY DRAWINGS STRUCT CALCS Three ( 3 ) copies of each are required Four ( 4 ) copies of each are required for application for application ZONING SETBACKS: FRONT USE REAR LOT COVERAGE SIDE PERMIT TRACKING Name: LAMA)4-0y. Z:N IPM k6n�!4 5; Permit #: q L-v- ZOO') Project Type: M ls:� Date Received ¢-Z9-4lo DISTRIBUTED RETURNED DISTRIBUTED p>1.M M 5Z RETURNED 5- Z�-74P Public Worms I -Z4-'9 47 E—gii-3 g- Fire Dept John Farrens Date returned for corrections Date resubmitted with corrections Date ready to issue: Date issued: BuilMormskheckist 1 �, .. ,, ti i Cry of ARLI_VGTON I Building Deaar=c.-it PT-ALNa= AND ZONING REVIEW A 1 i. zoi"T,G CONIP LLYCE:A lop � A. Zone Classncation 3. P=tit Use: Yes -, No C. If no, e.: ='on or non-conforming use: D. lTinimum ioc size required: �.L Shown: 2.2. =- Yard Requirements: Required Shown i. Front 215- 2. Side 26 3. Rear r. aeighc limitations, Nfv±num �ica71 cl.)vev`lLvf C. Landscaping and plan required: Yes No / �. Parma: 1. Off->—treet pa s n; required: Yes X- No ?. Plan provided: Yes -K/ No 3. Adequate parsing orovided: Yes 1'*4- No II. LOT COVER-IGE A. ALLO r- MORES S i0W APPROVED -rotzl �1rcl�xia v NOT APPROVED i cx Wv fWI iVII DET=RNMjA:?ON OF S.E.P.A. CA cGORICAL E �TiON Acton / AMUcation Title: = 3r_ef Des=.. rion or action: E��i�'I' Code reference allowing exemption: W1,.C.:9T-1I�00 I (l-)b Pe:-son maldnz dere--ninacion: j0 0*j Lk • &4--YO '&- Date: `.umi 1�iocrrslBPSED.�.''m . n � e .. ► _ � , _ ' �, .� • t I � s'�•60F' �I - \ � r I Q z o � I � d�sod'02f 1N9N-9/Id I r --L -----�� - - - - -------��r- - - -I---� c 1 \ I � I� L•r L J L I-T I 1 � fY1 I ��I � Q � � '•; / , I / ►- Q OC -5F I ' 1 J \ _ - - I ® Q J I x q ' ���9-F3 s �� - S1 6L120 I Lj ' Q � o z o 3 3 ----- -- - - - J-- - - -� 0 , IVW�/1 TI 4�90dOy r-LN34V314 Li Z � � � I 151F 1 � �. � I r a � x U V)�N �1 I City of Arlington Department of Planning and Community Development Project Environmental Mitigation Agreement This agreement is entered into by and between the City of Arlington, a municipal corporation of the State of Washington, hereinafter referred to as "City", and Hamilton Investments hereinafter referred to as "Owner." Recitals A. Owner desires to undertake the following project within the City of Arlington(hereinafter referred to as "Project"): Construction of an 18,000 sq.ft. steel building for the use of manufacturing on a 96,000 sq.ft. site which has an existing 14,000 sq.ft. building. B. The City has determined that the construction of the Project will result in the following probable significant adverse impacts to the environment: 1. Potential discharge of stormwater drainage from the site. 2. Additional need for recreational facilities to support industrial uses as provided for in the Park Mitigation Ordinance. 3. The Arlington Fire Department has concerns that any outside burning during construction will violate a new"No Outside Burning Code" in effect in the City of Arlington. C. The parties desire to enter into this agreement so as to mitigate the adverse impacts of the project, for the mutual benefit of the parties, and in the public interest. NOW, THEREFORE, the parties do hereby agree as follows: Covenants A. The owner shall undertake the following mitigation measures to ensure that the probable significant adverse environmental impacts of the Project are minimized or eliminated: 1. No discharge of on-site drainage will be allowed off-site and all on-site drainage must be infiltrated on site. Drainage system must be reviewed and approved by the Public Works Director prior to construction and/or issuance of a building permit, whichever occurs first. All plans must meet the requirements of the City Jb\general\arl64 July 8,1996 Page 1 COPT i ..� „ ,. � i - , w1� of Arlington Municipal Code including the Drainage Ordinance. 2. Park Mitigation was payed as a result of the construction of the first building on the site. Therefore, no further mitigation is required. 3. The storage of all flammable and toxic chemicals on site shall meet Federal and State code requirements, as well as the 1994 Fire and Building Code which has been adopted by the City of Arlington. B. The parties acknowledge that this agreement is entered into pursuant to RCW Chapter 43.21C, the State Environmental Policy Act(SEPA), and Arlington's Unified Development Code of the Arlington Municipal Code, to provide for mitigation of existing and known probable environmental impacts associated with the Project. This agreement is not, and shall not be construed to be, a voluntary agreement pursuant to RCW 82.02.020, and the provisions of RCW 82.02.020 shall not be applied hereto. C. Both parties acknowledge that the mitigation measures described above are the best efforts of both parties to mitigate adverse impacts of the project. This agreement does not preclude any evaluation and determination by the City upon later actions or proposals undertaken by the Owner which may require a determination of significance and environmental review under SEPA. DATED this 9th day of July, 1996. O ner Owner STATE OF WASHINGTON) )ss COUNTY OF SNOHOMISH) On this day personally appeared before me 7D.c1- to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that /u signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. Jb\general\arl64 July 8, 1996 Page 2 Given under my hand and official seal this --;?,-�'rJday of ,�JPC��i� iJ , 1996 NOTARY PUBLIC in and for the State of Washington, residing at My Commission Expires: o Krask' 1 ayor STATE OF WASHINGTON) )ss COUNTY OF SNOHOMISH) On this day personally appeared before me Robert Kraski,to me known to be the Mayor of the City of Arlington and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this day PJC�.(M p p C, 1996 E. \ON h'F9 O PUBLIC in an fo th a e o o NOTARY �p o Was gt ,residing at - �,� My Commission Expires: s PU82a0C0 OF W Jb\general\arl64 July 8,1996 Page 3 ,A I City of Arlington Building Dept PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT # 9(4 — t7 DATE — - ACCOUNT # 0 1 NAME: JA B(YA I L..-.70 I A ) `� T--JT r(AeN T ADDRESS: , Q i �� �, LEGAL: 1(00 R..lr J- rj r "( BUILDING USE: A N U F f A CT (� KI 0 65 # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: _ e/—/4—q HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: 4/�/7-27 GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: _ GtiL,Pil —•z — BACKWATER VALVE: t SEWER REQUIRED: Off site �C On site CURBS: Off site On site hN SIDE WALK: Off site 4 On site PAVING: Off site On site STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES_ NO WATER/SEWER FEES PAID: YES NO T Build\fortns\u-check City of Arlington Building Dept PUBLIC WORKS DEPARTMENT CHECKLIST VPERMIT # 9( 2 L ` DATE �� ACCOUNT # NAME: H �}IY1 L.,T� ADDRESS: LA O 5'1 n Mc-, LEGAL: pr PA A i RP®R.-_r BUILDING USE: M R N 0 FA OF 0 P N Gf # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: BACKWATER VALVE: SEWER REQUIRED: Off site On site CURBS: Off site On site SIDE WALK: Off site On site PAVING: Off site On site STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES NO WATER/SEWER FEES PAID: YES NO Build\foims\u-check ICI 1 _ 15101 -mW11qi mmog Jn` i IJ i - 111 M 71.1 F I Ir I'r l 11 L 9 i 1&'&111.`7' IL F mi ' L MM 1f' 1 IL ] 1 . ,f _ : =- - ,rjI, vil1oluu114 In ti ' 1 1 I fir _ dka 110 a :A In eM I ' FIN a km I lwn • Lw f _ lm i I A 'All ]Irj 11 i I lr." ' �115fb1'-"Ll�i! �� Ir -M U1 mkt qtljW I.*1jl rUrg - L qOt�& dUR 101.1 ■ 1 lien '. — UJI■ rn Ij JJIt:'JI I .j A. ra 11 NJ ■ Kill 4a0 � _1t -41 _I Tu i ip%V MM .- go f I rip 11111 j l'I ' 9-f 1 — I I 111L u�1 i I .Tyr <jlr rim" q ■. 10yr ImO31 [i n■i i 0r, ri II it i 1 City of Arlington Building Dept PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT # DATE o' -zv- q to ACCOUNT # NAME: �Y1 1 �TdN EST m .N T ADDRESS: S(p LA 5 1 , fl N C LEGAL: Pr M A b ,V0 9j_ �t `f BUILDING USE: l , A N U FA(T I N)65- # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: , HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: _ BACKWATER VALVE: A SEWER REQUIRED: Off site On site CURBS: Off site On site O SIDE WALK: Off site On site PAVING: Off site !L� On site STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES C� NO YFF WATER/SEWER FEES PAID: YES NO JUN 2 7 V,`�wj Build\forms\u-check . 1 _- 1 • � + 1 I I I•_ I11 I - III I I I�I. -1 1 I _ 1 I • L1 I 1, J J1 r 11 1_1 1 1 4{ 1 I J � �` I J � 4•r II I_ � I I (l ff r r I i 1r r I i f I _ I I -I i - 1 ri I 1 � -1 •� � ri-1�� �• I , _ _ � I I 7 1 I I LI I J I I 1_I 1 1 �� 1 I �, J I 1 I J ' L �1 II J 1 1 ' I I f II II LL, LI J I I - 111 I+1111 jI1�j I IJ' I I I 111 11 III III 1 - 1� I I V 1 ti 1 ••1 ' 11 1 Fl I I L�y1,t 1 I � II r7�- 1•' 1 I 1 _I 1 II I -FL:I_ -1 I J If I III j ,• - 1 J I 1 I i• 11 1�1 1 i 11 1 1 I 11 1_ 1 , 1 City of Arlington Building Dept /L rME DEPARTMENT CHECKL.I,, PERMIT Zo q 17 DATE: NAME: H R I ' 1 i L— 1 6 1 V ADDRESS: ,R j, � n 5"I � 1)� I y�_LEGAL: _M N 1 R-PO(2-- L-ot BUILDING USE: U FA (i 2? 1 A)C�OCCUPANCY CLASSIFICATION: A B E F H 17 2 12.1131 4 1 1 2 1 3 1 2 1 1 2 3 11 4 1 5 6 7 I M R S U 1.1 1.2 2 3 1 3 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR J N ONE-HOUR I N H.T. ONE-HO N Item inspected&completed Site Plan: Approved Denied Signature & Date: Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: Signature 13ui1d\form\fdcheck1ist '-- 'l -1-didir-1I -wlwmI A I MID � I -TOMMAMML -ISM r- , r ' 113 I I I� 1I I — i ' � �r l ulj d - - - - � mo'. �� .� ' 1��'1>� 'r, 1� - u I _. I � I I �, tA � r rl 11'pU—,l _iVII '1tl 'p' Vr r I —c uiv_tl .�■ rho — rA� City of Arlington Building Dept, FIRE DEPARTMENT CHECKI k,,, PERMIT # "7` DATE:. q(42 NAME: }-� Am i �-. o ry rT �� v Ste' m GA) T ADDRESS: T�l LEGAL: (}M A 1 (Z FO QT L-ot BUILDING USE: I I R W U FA CT-11.E A)(, OCCUPANCY CLASSIFICATION: A B E F H 1 1 2 12.1131 4 �'� 1 1 2 3 �1� 2 1 1 2 1 3 1 4 1 5 1 6 1 7 I M R S U 1.1 1 1.2 T_2F3 1 1 3 1 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION r—_ I II III 1V ` V F.R. F.R. ONE-HOUR N ONE-HOUR I N H.T. I ONE-HO N Item inspected&completed / Signature & Date: Site Plan: Approved ✓ Denied Access Requirements: Required: Fire lane: U Sprinkler system: - eti Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: �v� Location of Hydrant: FX�S� �v�c o k - Z m,,n f, .yc", rro Location of Knox Box: ,,, Location of Fire Extinquishers:M bE Fire Flow requirements: 4(�60 l b/" JUN 7 Location of address on building: AS p—,c-JL il f G FIRE DEPT: Date: - S-C16 Sigmtidre Build\form\fdchecklist 30 17 ►� ��� � _� � � f,"' ��C,�` 1 .��� � -1 •� II I ' - � I J I �� I .• I•� II I I �I 1 , 1 _ '� •-� I rJL� - -ll I -'I J I I 11 11 I TJ r� 1 - — II I III r I r• _� I _ _ I I -III I I � 11 I I J :I I `1_ ► 1 � I I - ■of - ll ' -1 LuJ - 11 1- 11 �1 _ L �► L • -`•• - - - I,' \ ��+' �� _ - I I 1 III - L I Y July 3, 1996 Hamilton Investment 16517 134th Place NE Redmond, Washington 98052 / 1- RE: Permit N . 96-2047 Manufact g for Universal Aerospace 18640 58th Drive NE Arlington, Washington 98223 ENGINEER: Edwin F. Baker (206) 771-6666 DESIGNER: L.E. Noblitt (360) 659-5419 CODE DATA: OCCUPANCY GROUPS: F-1 & B TYPE OF CONSTRUCTION: V-N (the wood, plywood and any other wood construction makes it a V-N Building) SEPARATIONS: N= 115' Scaled D E = 64' Scaled S = 10, W= 25' BASIC ALLOWABLE AREAS: B & F-1 Occupancies, 8,000 sf.. '(V-N) ° AREA INCREASE: 3 sides more than 20 feet is 2.5% times 5 feet equals 12.5% increase (25' 20" =5') 2 sides more than 20 feet is 1.25% times 44 feet is 55% or 8,000 X .55 = 4,400 Sf. increase 8,000 sf. + 000 s . ,4000 i 12 f. Maximum allowable area for one floor BUILDING AREAS: Main floor: Office = 30' X 100' = 300 sf. Manufacturing = 80' X 192' = 15,360 sf. Total Main Floor = 189360 sf. Second Floor: Office = 20' X 60' = 1200 sf. + 1800 Sf. of deck Total Bldg.. = 18,560 sf. (Exceeds allowable) Building must be sprinkled. OCCUPANT LOAD: Second Floor Office = 25 (at 1 per 100 sf.) (includes deck) First Floor Office = 30 (at 1 per 100 sf.) 1st Flr Manufacturing = 12 (at 1 per 200 sf.) TOTAL first floor = 107 -T- •uors pun s2ulpug asag; PaeAalnaa suq pauog aq jL •31aaID 3algD s,pauog aql Jo uollaaalp agl aapun paaut uaaq anuq uoispap pun s2ulpuU ual;lans pasodoad 't,66T `SI aaquranoN uo piaq 2ui.rnaq aq; aaurS •pa4lrugns su Iusodoad anoaddu of 0-£ pa;on Pauog agl 't,66T `ST aaquranoN uo .2ulauaH allgnd agljo uoisnlauoa aq;IV •uo;2uigsuM 'llaa '.2uippng uolivalslururpV ,l4unoD gsrurogouS 'aoola;sald'urooH 2ulauaH suana;S luul) aq{ ul 'y `ST iagWaAON 'Supsany uo '•urd 00:L JaW Plaq sung 2uUuaH alignd u 'uam2 Sinp aalloN ialjV 'IT -ON;alalslQ uorlaaload 3a1,3f4ul gsluzogouS ,fq pajU sues Iusodoad slgl.2ulpau2aa nnalnaa aoj ;sanbaa u 't66I 'ZZ aaquraldaS u0 •xaaa0 IIIL 4!D aql ,fq of paUpiaa su ua.tu uol;uxauuu pasodoad aq; ul an nn assassu a o uaaaad o saai I P gl .I I 8 98 3 X au2is not t ad u o asuodsaa ' q P 1.1 I ul OZI'tT'VS£Ma2I of luunsand pa;ut;lui sung Iusodoad aq I, • •slluiiZ ,� xaaaD IIIW;uaaana aql jo wou puu '•a•S 'is IsIZ30 lsaeA-'(LZS-2IS) ,CUM01H llaaana-Ilaglog aql Jo a ` a'S is PuZ£I 3o glnos pa;uaol saaan 8t T xauuu 01 '17661 `TT Isn2nV uo xaa xD IIIIk jo ,u10 aql Sq 4ur gslurogouS aoJ Pauog enalnaH ,faupunog alulS uoAulgsuM aq; qj!m paig sung uollua;uj jo aauoN V E NIIHVH Dilaad Q2I�Og M�IA�2I A2I�'QNllOg) ( VaHV QOOHHOEIHOIaN H111 30 NOISIDUQ (INV SONI(INU) ( NOLLvxaNNv QaSOdO b6-9I 'ON 91Ij) ( ?IgH2i0 'I'IIN gO Al AINlI00 HSINOHONS 2I03 s allVOU MaIAHU AZIVQNaOg alVIS NO•LONIHSVM all L allOdaff 4 Permit No. 96-2047 Manufacturing Building July 3, 1996 Page Two VALUATION: 4,200 X $59.40 X .88 = $ 219,542.00 15,360 X $31.60 X .88 = _427,131.00 $ 646,673.00 BUILDING PERMIT: $2,826.00 PLAN CHECK FEE: $1,836.00 SPRINKLER PERMIT VALUATION: 19,560 X $1.80 X .88 = $30,983.00 PERMIT FEE: $328.50 PLAN CHECK FEE: $213.53 D 3� The submitted drawings have been examined for compliance with the 1994 Edition of the Uniform Building Code. The following items should be corrected before the permit is issued: 1. All sheets of the drawings should be signed and sealed by an architect or engineer registered in the state of Washington. (Guide lines for Washington State Building Officials, question 1, page 22); 2.'Sprinkler drawings and permit must be submitted; 3. The prefab metal building drawings should be submitted (signed and sealed); 4. Details of construction of the office area should be submitted; 5. Special inspection should be provided for: a) Field welding; b) High strength bolting (A 325 or A 490 bolts); c) Filling and compaction; d) In accordance with Sec.1701; 6. The building is over the allowable area unless it is sprinkled; 7. A 1-hour separation is required between the offices and the manufacturing arq if,fhe manufact is a wood- orking establishment; 8. Walls less than 20 feet from a property line should be 1-hour construction. This applies to the southern wall. Table 5-A and Sec. 503.2.1; 9. If the finished wall surface of the south wall is less than 10 feet from the property line, openings should be protected. Care should be taken that the finished wall is not less than 10 feet from the property line. Table 5-A. If the wall is less than 10 feet, columns should be 1-hour protected. Table 6A, footnote 1. Frequently the contractors pour the concrete foundation the distance shown on the plot plan (10 feet) and the metal siding overhangs, thus making the building less than 10 feet from the property line; f -S- •(Z) 08T•£6.9£MDU 2uiauunpu 's;!ucil f4!D puu spuoa 2tu!pnlaut alguUpuap! Xppuaa puu lua!tol aau gatgm saiaupunoq luatsAgd sasn Panoaddu su lusodoad aq,L •;sang puu q;nos aq; o; uaau ;aafgns aq;2uipunoaans spoogaogq2iau IM3 2u!;sixa aq; o;ui a;uaaa;u! [HA& Pug Pa119aP Ilan+ sr uaau aq; 'uoi;!PPu III •faupunoq uaau gjmoa2 uugan 31aaaD ll!lkT io 4!D aq; u!q;!m st puu uugan padolanap s!;uq; uaau uu Jo uol;uxauuu 2uimollu Xq 'sai;!unwuioa puu spoogaogq2tau loan;uu,lo uoi;unaasaad `(l) 08I'£6'9£M32I saauunpu lusodoad aq;jo lunoaddV :snsollol su 08T•£6'9£Ac1D2i3o sani;aafq, i anoj ;sual ;u gj!mjua;sisuoa aq pinom paU!pow su lusodoad aq;3o lunoaddu ;uq; sa n aw PI spug aaq;anj pauog aq; 'OLT'£6.9£MD2I jo sao;au j aq; o;tui;ulaa s2u!pug-anoqu aq; uodn pauug •lusodoad aq; uiq;!m sal-padoad lui;uap!saa puu lutaaamittoa aq; puu sloogas aq; o; aauuua;u!um puu uopana;suoa puoa puu ;uauia3.10Jua enul 2utpenoad aoj X4il!q!suodsaa aq; auinssu IIM+X4!D aqj aauis ;sol sanuanaa aq; uuq;aa;uaa2 ao o; lunba aq o; pa;3adxa si uoi;uxauur. pasodoad aq;3o ;lnsaa u su saan;!puadxa 4unoa ui uoi;anpaa aq; jug; spug pauog aq,L 'XIlunuuu t�t9`S£S lu;o; PlnOm uoi;uxauuu pasodoad aq;jo ;lnsaa u su f4unoa aq; Xq;sol anuanaa Pa;uuii;sa aq,L :4unoa aq;jo aan;ana;s lu;uatu11a0n02 luaol aq; uo puu s;s: lu!aos puu a!mouoaa lun;nui uo lusodoad aq;jo ;aajja aq; o; uo!;uaap►suoa aulna!�ud anu2 puu uol;u3j pasodoad aq; o; uoi;uailddu alq!ssod aoJ (£) OLI•£6.9£ Ak3H u! Pa.isil ao;auj aq; paaap!suoa pauo8 not;uxauuu 2111mollo3 uaau aq; anaas o; anui;uoa pino es;a!a;si(I aq; puu '�!D aqj o; `aan�as�o uois!noad aoj;a!a;s!Q as;uM azlurl aanllS aq;jo uaau aatnaas aq; u!q;!m pa;uaol si aMs uol;uxauuu aq,L mamas •uaau uoi;uxauuu aq; u!q;!m sasn Puul pauuuld puu 2u!;sixa aq; anaas o; s;s!xa A4pudua a;unbapu 'uo!;l u n •uiD aq; o; uoi;uxauuu uodn ;aca;s! I as;uM, a3lu-I aanllS Xq panaas aq o; anui;uoa pinom uaau uo!;uxauuu ag,L •;ata;s!Q as;uM a3luZ aanllS,Cq paatnaas puu uiq;!m pa;uaol s! a;!s uoi;uxauuu aq,L :aa;uM •a;ts uo!;uxauuu aq; uiq;lm sloogas ailgnd aq; puu sat adoad lu!aaammoa aq;3o ;lnsaa u su Xl!auunad 'aa!naas.ao3 sllua jo aagwnu aq; u! asuaaaui ;uaaaad S•l,T pa;aafoad aq; o; anp S66T-P!'u u!aaaglo aa!lod luuo!;!ppu auo aa!q o;2uiuuuld sl 41D aqs, •sa;nutut aaaq; si sllua Xaua2aauia aoj atui; pauog nsainag Aaupuno uois!aaQ puu dull uo.luxauuuv Paso( la"D II!w JO b6-9T *ON Permit No. 96-2047 Manufacturing building July 3, 1996 Page Three 10. If the finished surface of the south wall is less than 10 feet from the property line then a parapet is required for the office area. The plywood roof sheathing makes it combustible construction; 11. Details of the toilet rooms should be provided, showing compliance with all requirements including insulation of hot piping; 12. Approved address numbers should be provided, legible from the street. Sec.502; 13. Toilet rooms should be provided with mechanical ventilation to the exterior. Sec. 1202.2.1 and 1202.2.2; 14. Guardrails should be detailed for height and openings in accordance with Sections 509.2 and 509.3 (4" clear space does not comply); 15. Structural detail 11 does not show how the plywood is attached to form an approved shear diaphragm; 16. There is nothing in the building code permitting wood horizontal shear panels to support a metal building; 17. The flat build-up roof should be a labeled class B. Table 15-A; 18. All attic areas having a headroom of 30" should have a 22" X 30" attic access opening. Sec. 1505.1 Access openings should be shown. This applies where roof or ceiling has combustible material; 19. Attic ventilation is required with the plywood in the attic area; 20. Means of Egress: Chapter 10 A) Occupant Load: a) 1 per 100 sf. for offices & decks b) 1 per 15 sf. for reception room and lunchroom c) 1 per 200 sf. For manufacturing B) First floor: Office 105 = 2.6 106 = 1.4 107 = 1.1 108 = 1.1 109 = 1.1 110 = 1.1 111 = 6.0 Reception 104 = 10,1 First Floor 25.1 (Offices) Lunch room = Total Admin Area = 62.3 L t i '(Z) 081'£6.9£M N 2111311unpu 's;iu ll 4D Pug spuoa 2uipnlaui alqug!;uap! Xlipuaa pug lualOol aar gaigAA salaupunoq ivalsXgd sasn Panoaddu su Iusodoad aq,I •;saem pug q;nos aq; o; uaau ;aafgns aq; 2uipunoaans spoogaogg2tauiJ Luc;scxa aq; o;al a;ua2a;ui il!M Puu Paugap IiaM si raau aq; 'uol;lppu uI •,Caupunoq uaau glmoa2 uugan 3laaaD ll!N jo i1!J ag; ulg;lei sl pug uugan padolanap sl;uq; uaau uu jo uoyuxauuu .2ulmollu Xq 'sai;lunmmoa pug spoogaogg2iau loan;uu 3o uol;rniasaad '(T) 08T'£6'9£M32I saauunpu lusodoad aq;3o IunoaddV :smollol sr 08T'£6'9£MMjo sampafq anoj. ;sral ;u q;in&;ua;sisuoa a none at ! om su usodoad a q PI P A P I q;jo Ignoaddr;uq; sapniaul spug aaq;anJ pauog aq; 'OLT'£6'9£AA DH jo saomd aq; o;2ui;ulaa s2uipug-anoqu aq; uodn pasug •lusodoad aq; ulq;!m saipadoad Iui;uap!saa pug Iulaaammoa aq; pug sloogas aq; o; aaurua;mrm pug uoi;ana;suoa prow puu ;uauiaa.�oJua AW12uip!noad aoj ,4il!q!suodsaa aq; amnssu f II!At 4i3 aq; aauls ;sol sanuanaa aq; urq;aa;uaa2 ao o; iunba aq o; pa;aadxa si uol;gxauur pasodoad aq;jo ;Insaa u su saan;!puadxa /4unoa ut uol;anpaa aq; ;uq; spug pa' aq I, 'XIlrnuuu titi9`S£S lu;o; pinom uoi;uxauuu pasodoad aq;jo;Insaa u su 14uno3 aq; Xq ;sol anuanaa pa;uml;sa aq j, :f4unoa aq;jo aan;ana;s Iu;uamuaano2 Iuaoi aq; uo pug s;s iu130S puu almouoaa Iun;nur uo lusodoad aq;3o ;aa33ja aq; o; uol;gaap►suoa aglnaijird anr2 pug uoi;r pasodoad aq; o; uol;rarlddg algissod aoJ (£) OLT'£6'9£ ANDE u! Pajsii ao;auj aq; pa.rap!suoa p 1. ol 'f4!3 aq4 o; uol;gxauuu 2ulmOIIOJ uaau aq; anaas o; anui;uoa pinom pia;si(I aq; pug '.lamas 3o uolslnoad aolPRISM aa;rM a3Iu7 aanl!S aq;3o raau aal Uas aq; uiq;IM pa;raol s, a;1s uoi;gxauug aq,L :aaMas •uaau uol;uxauuu aq; uill;!m sasn puul pauuuld pug 2ul;slxa aq; aeaas o; s;sixa 4!audu3 a;unbapr 'uoi;lppr uI 's1!D aq; o; uol;uxauur uodn ;ala;slQ as;uM a3lrZ aanl!S Xq panaas aq o; anul;uoa pinom uaar uol;uxauuu aq,L •;ala;sjQ as;uM a31ell ianl!S Aq paainaas pug ulq;!m pa;uaol sl a;!s uoi;uxauuu aqs :aa;uM 'a;is uoi;rxauuu ag; ulq;iM sloogas aiignd aq; pug sailjado id lucaaatumoa aq;jo ;Insaa u su ffl!auiuiad lamas ao3 sllua jo aagmnu aq; III asuaaaul ;uaaaad S•�T Pa;aafoad aq; o; anp S66T-Piui u!1.1aa!33o aallod lruoi;lppu auo aalq o; uiuuuld s! 14!3 aq j •sa;nulm aaaq; si sllga fuma.2aama aoj amy Pagog Malnag XJupuni uolslaaQ pug s.2ui uoi;rxauuuv Paso lla"D IM JO V6-9T 'oIN Permit No. 96-2047 Manufacturing Building July 3, 1996 Page four C) Second Floor: Office 202 = 2.7 203 = 1.6 204 = 2.5 Decks 201 =1$` 24.8 D) Manufacturing = 77 E) Exit Requirements: The second exit from the second floor (the pathway through the F-1 occupancy) should be designated as with a railing, with no obstacles in the pathway. The exit to the exterior should be 1/2 the diagonal of the administration area from the exterior exit in the reception room and should not go through a second room such as the lunchroom. (Per a call to I.C.B.O.) The distance from the bottom of the stair to the exterior door in the manufacturing area cannot exceed 150 feet in a non-sprinkled building nor 200 feet in a sprinkled building. Sec. 1003.4; 21. The stairs should be detailed showing a 2"maximum diameter handrail on each side of the stairs, 34" to 38" above nosing. If stairs are constructed of wood, the building is a type V-N building; 22. Stairs should have 7" maximum risers and 11" minimum treads. Stair nosings shall be flush, slip-resistant and rounded to a radius of 1/2 " maximum. Risers shall be sloped or the underside of the nosing shall have an angle of not less than 60 degrees from the horizontal. Nosing shall project no more than 11/2". RCW 19.27; 23. A ramp or elevator shall be provided for handicapped access to the second floor. Sec. 1103.1.1 Ramp shall not slope greater than 1 to 12. Sec.1007.3; 24. Exit doors should have a floor or landing on each side of the doors. The landing should be not less than 44" in direction of travel. The dimensions of the landings should be shown. This also applies to exits from the manufacturing areas. Sec. 1004.10. The landing should be more than 1/2" below the threshold. Sec. 1004.9; 25. Corridors as required exit for an occupant load of 10 or more shall not be interrupted by intervening rooms except reception rooms. Office 105 is not approved. Sec. 1005.1; 26. Enclosed useable space under stairs shall have walls and soffits protected on the enclosed space by one- hour construction. Sec. 1006.13; 27. Exit illumination and exit signs shall be provided as required by Sections 1012.1 and 1313; 28. Where 1 hour fire-resistant construction is required, it should be detailed for areas requiring the 1-hour construction; 4: t -S •(Z) 08I•£6.9£MD-d 2uTautnpu 's;tuig 94!D pun spuoa .2uipnlaui algtgl;uapt flipuaa put lna120l aau galgnt satanpunoq I7cais,Cgd sasn pano.iddu su lusodoad aqI •;sang put q;nos aq; o; na.in ;aafgns aq;2ulpunoaans spoogaogq2tau A4rD Sul;sixa aq; o;ut a;ta2a;ul IIlM pun pau3aP [lam sl taau aq; 'uoN!Ppu ul •faupunoq uaat glmoi2 utgan ilaaa3 ll!Njo ,CpD aq; uiq;!m si pun uugan padolanap sl;tq; uaan uu jo not;txauuU 2ulMollu Xq 'saI4!unMMoa put spoogaogq2tau Iran;tu jo uol;unaasaad '(I) 08I•£6.9£AAJH saaunnpu lusodoad aq;Jo Iuno.iddV :se'01103 st 08I•£6.9£AkDHJO sang;aafq anoj ;seal ;u q;!m lua;sisuoa aq pinom pa jj!pout st Insodoad aq;jo lnnoaddu ;uq; sapnlauc spun aaq;.tnj pauog aq; '0LI•£6.9£AADII Jo sao;at J aq; o;2ut;nlaa s2utpuU-anoqu aq; uodn pasug •lusodoad aq; ulq;!m satlladoad lul;uap!saa pun lul;)aamtuo3 aq�put sloogas ag; o; aautua;ultui put, not;ana;suoa puoa pun;uauiaaaojua MUl-2ulpinoad aoj 4!l!glsuodsaa aq; atunssu Him A41D aq; aauts ;sol sanuanaa aq; utq;as;naa2 ao o; Iunba aq o; pa;aadxa si not;uxauuu pasodoad aq;jo ;lnsaa u su sawn;!puadxa f4unoa ut uol;anpaa aq; ;uq; sputa panog aq,L •XIlunuuu tib91S£S lu;o; pinom not;uxauuu pasodoad aq;jo ;lnsaa u su f4unoa aq; Xq ;sol anuanaa pa;utul;sa aq,L :f4unoa aq;jo aan;ana;s Iu;uatuuaano2 luaol aq; uo put s;s; lulaos put altuouoaa lun;ntu uo lusodoad aq;Io;aa,I3la aq; o; uol;uaap!suoa aulnal;aud anu2 put uot;E; pasodoad aq; o; uol;tatlddu alglssod ao3 (£) OLI•£6.9£ AAD2I ut Pa;sil -1o;aul aq; paaap!suoa pagof 'f4!3 aq4 o; i not;uxauuu 2uimoll03 uaau aq; anaas o; anul;uoa pinom;ala;slQ aq; put 'aaMas 3o uolsino id aoJ;ala;slQ as;t/A a)luZ aanl!S aq;,Io naau aaln.ias aq; ulq;!nt pa;taol S. a;ls not;nxauun a ,L :lamas •uaau uopuxauuu aq; utq;!nn sasn puul pauuuld pun 2upslxa aq; anaas o; s;slxa fi}!audua a;unbapu 'not;!ppu uI •4!3 aq; o; not;uxauuu uodn ;ala;sIG as;uAk a)lulj aaAI!S Xq panaas aq o; anupuoa pinoM uaau uol;uxauuu aq.L •;ata;slQ-MuM a3lt7 aanl!S Xq paaln tas put uiq;lm pa;uaol st a;is not;uxauuu aq,L :aa;uA •a;is uol;uxauuu aq; ulq;ins sloogas alIgnd aq; put sal;aadoad Iulaaauituoa aq;jo ;Insaa t su ,-l!aututad 'aaln.tas.ao3 sllua 3o .iagtunu aq; u! astaaaul;uaaaad S•t,I pa;aafoad aq; o; anp S66I-P!tu ui aaagjo amlod luuol;!ppu auo amll o;Juruuuld sl 4!D aqs, •sa;nutui aaaq; st sllua Saua&aauta aoj atul; patog nsatnag faupun( uotstaaa pun scut not;uxauuu Pas IaaaD IM JO b6-9I "ON Permit No. 96-2047 Manufacturing Building July 3, 1996 Page five 29. If recessed electrical fixtures are located in areas that require 1-hour construction, they should be protected; 30. All glass should be double-glazed; 31. Calculations for energy compliance should be submitted. Sincerely, David W. Anderson Building Official DWA/rs �� P 0 FROPI-40HN H FRRRENS JR. 06.03. 1996 23: 13 P. 1 ATrMUION: �'i.<a"ti-�- Date No. of Pages { y ({ (Including Cave-r�.��4..• a 3TS l CLrd�YV 14-kW. n4 ��}1 FROM JdHN H FARRENS JR. 06.03. 1996 23: 13 P. 2 PERMIT NO. 96-2047 MANUFACTURING RUILDrX FOR UNIVERSAL; AEROSPACE HAMIL•TON 1DJVCSTMIM June 3, 1996 18640 58th Dr. N.E. Arlington, TNA ENGIIC-SR. Edwin F. Baker (206) 771-6666 DESIGNER: L. E. Noblftt (360) 659-5419 CODE DATA OCCUPANCY GROUPS: -1 & B TYPE OF CONSTRUCT I . - -�ThF wood, plywood and any other wocx3 construction makes it a V-N Vuilding) SEPAP.4TIONS: N = 115' Scaled E = 64' Scaled S = 10' W 25' BASIC ALLOWABLE AREAS: B & F-1 Occupancies, 8,000 S.F. (V-N) ARIA INCRi�>E: 3 sides more than 20 feet is 2.5% timss 5 feet ecLuals 12.5% increase (25' - 20' = 5') 2 sides more than 20 feet is 1.25% titres 44 feet is 55% or 8000 X .55 = 4,400 S.F. increase. 8000 S.F. + 4,400 S.F. is 12,400 S.F. Maximum allowable area for one floor. BUILDING A TAS: Main floor: Office = 30' X 100' = 3,000 S.F. Manufacturing = 80' X 192' = 2.5,360 S.F. Total Main Floor = 187 0 S.F. Second Floor: Office = 20 X 60' = 1200 S.F. + 1800 S.F. of deck Total Bldg. 85 00 S.F. (Exceeds allwable) Building must be sprinklered, OCCUPANT LOAD: Second Floor Office - 25 (at 1 per 100 S.F.) eincludes deck) First Floor Office = 30 (at 1 per 100 9,F.1 1st Flr. Manufacturing = 77 (at 1 per 200 S.F,) Total First Floor_ - 107 VALUATION: 4,200 X $59.40 X .88 = $219,542.00 15,360 X $31.60 X .88 = 427,131.00 $949,M.�0 BUILDING PEWIT: $2,826.00 PLAN Qmm FEE: $1,836.00 SPRINKLER PERMIT VALUATION: 19,560 X $1.80 X .88 = $30,983.00 REKNIT FM; $328.50 PLAN CHECK FEE: $213.53 ia.i� t FROM JOHN H FRRRENS JR. 06.03. 1996 23: 14 P. 3 PERMIT NO. 96-2047 MANUFACrUR NG BLDG. FOR UNIVERSAL AEROSPACE & HIM]LI 'U(V INVM DVIENT - - June 3, 1996 Dear David: The submitted drawings have been examined .for compliance with the 1994 Edition of the Uniform Building Code. The following items should be corrected before the permit is issixed: 1. You should ensure that the city agencies such as Planning, Zoning, Public Works and the Fire Department approve of the project. �12.I All sheets of the drawings should be signed and sealed by an architect or �e Vineer registered in the state of Washington. (Guide lines for Washington State Building Officials, question 1, page 22.) 3. The structural engineer's details should be transferred to a sheet of the submitted drawings and signed and sealed. 4 Sprinkler drawings and permit must be submitted. 5 The prefab :metal building drawings should be submitted (signed and sealed) . 6. Details of construction of the office area should be sukynitted. 7 Special inspection should be provided for: a) Field welding. b) Nigh strength bolting (A 325 or A 490 bolts) . c) Filling and compaction. d) In accordance with Sec. 1701. V The building is over the allowable area unless it is sprinklered. C-S) A 1-hour separation is required between the offices and the manufacturing area if the manufacturing area is a wood working establishment. �1 Walls less than 20 feet from a property line should be 1-hour construction. �s applies to the southern wall. Ta ble able 5-A and Sec. 503.2.1 501 If the finishes] wall surface of the south wall is less than 10 feet from property line, openings should be protected. Care should be taken that the finished wall is not less than 10 feet from the property line. Table 5--A If the wall is less than 10 feet, columns should be 1-hour protected. Table 6A, footnote 1. Frequently the contractors pour the oroncrete .foundation the distance shown on t1-Le plot plan (10 feet) and the metal siding overhangs, thus qroperty making the building less than 10 feet from the property line. �6If the finished surfaces ofthe south wall is less than 10 feet from the line then a parapet is required for the office area. The plywood roof sheathing makes it combustible oonstraction. n,,� � ,,i ... .. - �`=. �� �� `c.. FROM JOAN H FARRENS JR. 06. 03. 1996 23: 15 R. 4 PERMIT NO. 96-2047 MANUFACTURING BLDG. FOR UNIVERSAL AEROSPACE & HAMIL'MN ZNVES'IMU -3- June 3, 1996 13. The finished shower walls should be installed over a material not adversely affected by moisture, such as water resistant gypsum wallbcxird. Sec. 807.1.3 The wallboard should not be installed over visgueen. The room finish schedule notes "shower to detail". No detail is shown. �. Details of the toilet rooms should be provided, showing caTpliance with all requirements including insulation of hot piping. 35. The water heater should have seismic tie-downs. U.P.C. Approved address numbers should be provided, legible from the street. l Sec. 502. 17 . Toilet rooms should be provided with mechanical lehtilation to the C / exterior. Sec. 1202.2.1 and 1202.2.2 f�. All exterior openings exposed to the weather should rp flashed. Sec. 1402.2 �4. Guardrails should be detailed for height and openings in accordance with tions 509.1, 509.2 and 509.3 (4" clear space does not comply,) <<� . ' Structural detail 11 does not show how the l attached to form J approved shear diaphragm. p �s j ( 2) . There is nothing in the building code permitting wood horizontal shear ( � panels to support a metal building (per _a_ac��n�e�rsi e ,) 22. Concrete walls should have not less than .0025% horizontal rebar and .0015% vertical rebar, with the spacing not more than 18" o.c. for grade 40 rebar. 8" concrete walls should have #4 vertical rebars at 16" o.c. and #4 at 10" o.c. horizontal. Sec. 1914.3.2, 1914.3.3 and 1914.3„5 The flat built-up roof should be a labeled class 13. 'fable 15-A. ¢) All attic areas having a headroom of 30" should have a 22" X 30" attic Ia0bess opening. Sec. 1505.1 Access openings should be shown. This applies where the roof or ceiling has combustible material. ( 25.) Attic ventilation is required with the plywood in the attic area, ��.� .�w 'v.�L; a � •., ��l !.y .i .I. , ' M��! FROM JOHN H FRRRENS JR. 06. 03. 1996 23116 P. 5 PERMIT NO. 96-2047 MANUFACWRING BTJDG. FOR UNIVERSAL AEROSPACE & HAMILTON INVESTNEW -4- June 3, 1996 a. ' Means of Egress: aiapter 10 2 A) Occupant Load: a) 1 per 100 S.F. for offices & decks b) 1 per 15 S.F. fair reception room & lunchroom c) 1 per 200 S.F. for manufacturing. B) First Floor: Office 105 = 2.6 106 = 1.4 107 = 1.1 108 = 1.1 109 = 1.1 110 = 1.1 111 6.0 Reception 104 =16.7 First Flour 25.1 (Offices) Lunch Room = 37.2 Total Admin. Area = C) Second Floor: Office 202 - 2.7 203 = 1.6 204 = 2.5 Decks 201 = 18. D) Manufacturing = 77 E) Exit Requirements: The second exit from the second floor (the pathway through the F-1 occupancy) should be designated as with a railing, with no obstacles its the pathway. The exit to the exterior should be 1/2 the diagonal of the adminstration area from the exterior exit in th e reception room and should not go through a second room such as the lunchroom. (Per a call to I.C.B.O.) The distance from the bottom of the stair to the exterior door in the manufac- turing area cannot exceed 150 feet in a non-sprinkled building nor 200 feet in a sprinkled building. Sec. 1003.4 27 The stairs should be detailed showing a 2" maximum diameter handrail on each l de of the stairs, 34" to 38" above nosing. If stairs are constructed of wood, the building is a type V-N building. 2fs�l Stairs should have 71' maximum risers and 11" minimum treads. Stair nosings 22i `shall be flush, slip-resistant and rounded to a radius of 1/2" maximum. Risers shall be sloped or the underside of the nosing shall have an angle of not less than 60 degrees from the horizontal. Nosing shall project no more than 1-1/2 inches. RCW 19.27 2 ocr provided for handicapped A ramp or elevator shall be p pped access to the second . Sec. 1103.1.1 Ramp shall not slope greater than 1 to 12. Sec. 1007.3 CExit doors should have a floor or landing on each side of the doors, The anding should be not less than 4411in direction of travel. The diffemsions of �1 the landings should be shown. This also applies to exits from the manufacturing i.ng areas. Sec. 1004.10. The landing should be not irifore than 1/4" below the threshold. Sec. 1004.9 •�ry� J FROM, A04N H FRRRENS JR. 06.03. 1996 23. 17 P. 6 PERMIT NO. 96-2047 MMM-ACTURING BLDG. FOR UNIVERSAL AEROSPACE & HAMILTON INVESTMENT -5- June 3, 1996 �� . Corridors as a required exit. for an occupant load of 10 or more shall 27 t be interrupted by intervening MMS except reception rowns. Office 105 is not approved, sec. 1005.1 32 . Guardrails at stair landings shall not be less than 42". Sec. 509.2 Enclosed useable space under stairs shall have walls and soffits protected the enclosed space by one--hour constriction. Sec. 1006.13 Exit illumination and exit signs shall be provided as required by Sections 2� 2.1 and 1313. Where 1 hour fire-resistant construction is aquired, it should be tailed for areas requiring the 1-hour construction. � 3d. If electrical fixtures are located in areas that require 1-hour construc- � ` on, they should be protected. 3X. The glass in the window schedule noted as "2CL" should be explained. All glass should be double-glazed. f y� Calculations for energy ccmpliance should be st brutted. 40. This is the worst incomplete set of drawings that you have sent me. 4,1. Sane of the items may be 61imnated when the finished set is submitted. 42. Please send me the finished set so I can check it. Sincerely, )�r� 4 C)aN1.li�n.r (_JPhn H. Farrens, Jr. K\ PERMIT NO. 96-2047 MANUFACTURING BUILDING FOR UNIVERSAL AEROSPACE HAMILTON IlNVESTMONT June 3, 1996 18640 58th Dr. N.E. Arlington, WA ENGINEER: Edwin F. Baker (206) 771-6666 DESIGNER: L. E. Noblitt (360) 659-5419 CODE DATA OCCUPANCY GROUPS: F-1 & B TYPE OF CONSTRUCTION: V-N (The wood, plywood and any other wood construction makes it a V-N Vuilding) SEPARATIONS: N = 115' Scaled E = 64' Scaled S = 10' W = 25' BASIC AUMBLE AREAS: B & F-1 Occupancies, 8,000 S.F. (V-N) AMA INCREASE: 3 sides more than 20 feet is 2.5% times 5 feet equals 12.5% increase (25' - 20' = 51) 2 sides more than 20 feet is 1.25% times 44 feet is 55% or 8000 X .55 = 4,400 S.F. increase. 8000 S.F. + 4,400 S.F. is 12,400 S.F. Maximum allowable area for one floor. BUILDING AREAS: Main floor: Office = 30' X 100' = 3,000 S.F. Manufacturing = 80 ' X 192' 15;360 S.F. Total Main Floor = 18,360 S.F. Second Floor: Office = 20 X 60' = 1200 S.F. + 1800 S.F. of deck Total Bldg. = 18560 S.F. (Exceeds allowable) Building must be sprinklered, OCCUPANT LOAD: Second Floor Office = 25 (at 1 per 100 S.F.) ('Includes deck) First Floor Office = 30 (at 1 per 100 S.F.) \ lst F1r. .Manufacturing = 77 (at 1 per 200 S.F,) -� Total First Floor = 107 VALUATION: 4,200 X $59.40 X .88 = $219,542.00 15,360 X $31.60 X .88 = 427,131.00 64G,673.00_ BUILDING PERMIT: $2,826.00 PLAN CHEECK FEE: $1,836.00 SPRINKLER PERMIT VALUATION: 19,560 X $1.80 X .88 = $30,983.00 PERMIT FEE: $328.50 PLAN CHECK FEE: $213.53 '1 � r, 'i�. •_ .�_ :, - . _� - �- � - - - -. L .1 '� i�. I� � � PERMIT NO. 96-2047 MANUFACTURING BLDG. FOR UNIVERSAL AEROSPACE & HAMIL TON INVESTMENT -2- June 3, 1996 Dear David: The submitted drawings have been examined for compliance with the 1994 Edition of the Uniform Building Code. The following items should be corrected before the permit is issued: 1. You should ensure that the city agencies such as Planning, Zoning, Public Works and the Fire Department approve of the project. 2. All sheets of the drawings should be signed and sealed by an architect or engineer registered in the state of Washington. (Guide lines for Washington State Building Officials, question 1, page 22.) 3. The structural engineer's details should be transferred to a sheet of the submitted drawings and signed and sealed. 4. Sprinkler drawings and permit must be submitted. 5. The prefab metal building drawings should be submitted (signed and sealed) . 6. Details of construction of the office area should be submitted. 7. Special inspection should be provided for: a) Field welding. b) High strength bolting (A 325 or A 490 bolts) . c) Filling and compaction. d) In accordance with Sec. 1701. 8. The building is over the allowable area unless it is sprinklered. 9. A 1-hour separation is required between the offices and the manufacturing area if the manufacturing area is a wood working establishment. 10. Walls less than 20 feet from a property line should be 1-hour construction. This applies to the southern wall. Table 5-A and Sec. 503.2.1 11. If the finished wall surface of the south wall is less than 10 feet from the property line, openings should be protected. Care should be taken that the finished wall is not less than 10 feet from the property line. Table 5-A If the wall is less than 10 feet, columns should be 1-hour protected. Table 6A, footnote 1. Frequently the contractors pour the concrete foundation the distance shown on the plot plan (10 feet) and the metal siding overhangs, thus making the building less than 10 feet from the property line. 12. If the finished surface of the south wall is less than 10 feet from the property line then a parapet is required for the office area. The plywood roof sheathing makes it combustible construction. rt _ V LI r 1 1111 L.J I 7 ■ !V--- — T 1 7 I y ' I ' vLb It r' -r1-■1 1 i T, ■ - _ ' I 1 Ir Ti - - .-w-I ti rk1 ■ I t ri�i 7 I Lva INS — 7 ON 1 rj 1 1 1 . - i _ A.. �' ■ • r_ r IN 1 i11 PSFS' I '�i In R 'PAI 151 'u u' 1 •" w � 1 14 _ iri + jai I eT Ir 'lin fil ' rra 1 1 III _r I' - .- �. rs `' '1' -1! 1- a %L ' ' I _ 11 ti'm .lam, I IN _, r * g y. � r _ ■ Pi . PERMIT NO. 96-2047 MANUFACTURING BLDG. FOR UNIVERSAL AEROSPACE & HAMILTON INVESTMENT -3- June 3, 1996 13. The finished shower walls should be installed over a material not adversely affected by moisture, such as water resistant gypsum wallboard. Sec. 807.1.3 The wallboard should not be installed over visqueen. The room finish schedule notes "shower to detail". No detail is shown. 1+. Details of the toilet rooms should be provided, showing compliance with all requirements including insulation of hot piping. 15. The water heater should have seismic tie-downs. U.P.C. 1(p. Approved address numbers should be provided, legible from the street. Sec. 502. 17 . Toilet rooms should be provided with mechanical fTehtilation to the exterior. Sec. 1202.2.1 and 1202.2.2 jh. All exterior openings exposed to the weather should be flashed. Sec. 1402.2 I+ Guardrails should be detailed for height and openings in accordance with Sections 509.1, 509.2 and 509.3 (4" clear space does not comply,) 20. Structural detail 11 does not show how the plywood is attached to form an approved shear diaphragm. 2'1,. There is nothing in the building code permitting wood horizontal shear panels to support a metal building (per a conversation with Jerry Barbara.) 22. Concrete walls should have not less than .0025% horizontal rebar and .0015% vertical rebar, with the spacing not more than 18" o.c. for grade 40 rebar. 8" concrete walls should have #4 vertical rebars at 16" o.c. and #4 at 10" o.c. horizontal. Sec. 1914.3.2, 1914.3.3 and 1914.3.5 2�. The flat built-up roof should be a labeled class B. Table 15-A. 2¢. All attic areas having a headroom of 30" should have a 22" X 30" attic access opening. Sec. 1505.1 Access openings should be shown. This applies where the roof or ceiling has combustible material. 2T. Attic ventilation is required with the plywood in the attic area. i _ .i. i - � i i i i � � . � i i � i i i i � i � i �� i. PERMIT NO. 96-2047 MXgrJFACTURING BLDG. FOR UNIVERSAL AEROSPACE & HAMILTON INVESTMENT -4- June 3, 1996 J1ti. Means of Egress: Chapter 10 A) Occupant Load: a) 1 per 100 S.F. for offices & decks b) 1 per 15 S.F. for reception roan & lunchroom c) 1 per 200 S.F. for manufacturing. B) First Floor: Office 105 = 2.6 106 = 1.4 107 = 1.1 108 = 1.1 109 = 1.1 110 = 1.1 111 = 6.0 reception 104 =10.7 First Floor (Offices) Lunch Room = 37.2 Total Admin. Area = 62.3 C) Second Floor: Office 202 = 2.7 203 = 1.6 204 = 2.5 Decks 201 = 18. 2 _8 : D) Manufacturing = 77 E) Exit Requirements: The second exit from the second floor (the pathway through the F-1 occupancy) should be designated as with a railing, with no obstacles in the pathway. The exit to the exterior should be 1/2 the diagonal of the adminstration area from the exterior exit in th e reception roan and should not go through a second room ;guch as the lunchroom. (Per a call to I.C.B.O.) The distance from the bottom of the stair to the exterior door in the manufac- turing area cannot exceed 150 feet in a non-sprinkled building nor 200 feet in a sprinkled building. Sec. 1003.4 27.. The stairs should be detailed showing a 2" maximum diameter handrail on each side of the stairs, 34" to 38" above nosing. If stairs are constructed of wood, the building is a type V-N building. 26. Stairs should have 7" maximum risers and 11" minimum treads. Stair nosings shall be flush, slip-resistant and rounded to a radius of 1/2" maximum. Risers shall be sloped or '_the underside of the nosing shall have an angle of not less than 60 degrees from the horizontal. Nosing shall project no more than 1-1/2 inches. RCW 19.27 �- q. A ramp or elevator shall be provided for handicapped access to the second floor. Sec. 1103.1.1 Ramp shall not slope greater than 1 to 12. Sec. 1007.3 So. Exit doors should have a floor or landing on each side of the doors. The landing should be not less than 44"in direction of travel. The dimensions of the landings should be shown. This also applies to exits from the manufacturing areas. Sec. 1004.10. The landing should be not more than 1/2" below the threshold. Sec. 1004.9 1 ` 1 . 1 ■ 1 ■lsms 1 1 mvIrlr 1 ■ rgmr,-' mo1ionomm NO NONE % i on J ■ YI ■ 1M ■ ■ ■ ■ ' IN : ■■F■ MIEN ti■lIIJ ■ EN _ ■ -rr■ No : ■ ■ 1 n■ r ' NO 1 I : i� ME 1 1 ■+■ ■ 1' 1 u J ■ NOEKMal y � ■ ■� ■ j r ■ M ■ LINE 1 1 ' `I' 901M 1116-r - ■ AJNN1 10ININ ■ am `r.■■so - ■ I ■■■n I ■-■ ■ I ti ■ i . No S J r Iou O.Im moo ■ ■ ■ ' ■ ' 1'Fw I I 'm ■ R IN M L ■ ' ' T■ ■o ■ ■ ■ ■ ■ ■a ■ N ' IN . ■ ■o ■ �Iy 1 m17 ereFffibi LmLW% NMI ■ 'mow r. r- ■�l 1 1 ■ENr 17lENr wd ■■■ jr"I ' J J � '16M I1u1 r! am ■ 1Fr ■ 1 LI I Ii1 7 1 ■M NO MON ■ ■ ■ I ` ■ `r ■ ■■■L NO NO J .4 ' M 1 r■f�oo I! Lr ■i ■ol■ 1 All Noll " I M I I No EN No ' ■ No EN ■ " I ='J ! 0 1 JR ME No 1 0 ■ : rLr L l 4 I ■ ■ ■f■• ■ Mom ■ NO ■ ■ ■ mom I ■ ■s. EN 11 I ■ NO ■I J it 1 -L-4 ■f ■ �u!I Y I 0 Am i Mom I ■ � NO I ■� ■ of m 1+ on ■ 'ON r ON mod 1 ' ' ■ - Emu ONAAMMU!t ■■! .'f LWM `1 �� y ■ NO ~ ■ EN ri r I 'r o Lys^d. * I'M Nod .y NO ham! i.1 I r-.7 a.-as ' J npis )a-a Apr . vain l s4 T « � ■■■ 11iP■Ia "S I ■o J I !W 5'■ ■rF ""!'■EN W b%—.L 'Sk' KY L "r W Ir L NO 1r .11 ■-ft—T1 PERMIT NO. 96-2047 MANUFACTURING BLDG. FOR UNIVERSAL AEROSPACE & HAMILTON INVESTMENT -5- June 3, 1996 3j . Corridors as a required exit for an occupant load of 10 or more shall not be interrupted by intervening rooms except reception rooms. Office 105 is not approved. Sec. 1005.1 j;�. Guardrails at stair landings shall not be less than 42". Sec. 509.2 3 C. Enclosed useable space under stairs shall have walls and soffits protected on the enclosed space by one-hour construction. Sec. 1006.13 5 Exit illumination and exit signs shall be provided as required by Sections M2.1 and 1313. 4:9'. Where 1 hour fire-resistant construction is required, it should be detailed for areas requiring the 1-hour construction. T�ILGFLS'S�D 34. If electrical fixtures are located in areas that require 1-hour construc- tion, they should be protected. 7. The glass in the window schedule noted as "2CL" should be explained. All glass should be double-glazed. 3ry. Calculations for energy compliance should be submitted. 40. This is the worst incomplete set of drawings that you have sent me. 4:/. Some of the items may be &liminated when the finished set is submitted. 42. Please send me the finished set so I can check it. Sincerely, IV � C;�A1VL1-%e'.-- (� (J`hnH. Farrens, Jr. _ Y. tim ow 7 Err ' MML ti7f : I ■ 1■■rtir7L A ■%w' ■w ro OEM 1 1 ME ' ■■ ■7 it ` ONE 11ttrr I` ■ 7 ' ' ■ N■irl 6■ r' .wm 1 ME �� To ■■or ■i' ':=7 , ■ ■ I IN 1 : tJ '■' ' r [r I M r w m 7 -as -mm . -m rr ■m Arr+ %I = 1• Lay 4mPamcll ■ 6r1■ 1■ t';Ll &3G' ■k mma10"m V 1lAmm Ism _ ISM ■ ME 19 1■■1 si I -od!7 mmwr ' t ■ ■ mm ttommill 71 1f mft ti' ■ U16.04'; 1'rr NO ■ NISEES tt mIt ti ■ 1 ti Mi i n r ;a IN Y ME 7 r O —— ENJ 'I- ` um%tr ' Lb - L In ■ ' 1 LMf 1■I ON 9 y ' JI % ' . ' ri 116101 AN Ed 9r "1 46 ■ ■ ti If 7 EE ri tti■ � _ ttm7• ON ■ .�. ■ti r. . .i :rr ' MA own ■.. -Al 1.1 ■1` co -a LEL'1� ME m I =■ ■ "■ ` A "'m 1 M■r1 1'1 ■.■ IN■ J r ■�1 ' IL 7 JO■ NO NMI ■ r ■ ■ R mmr■ , Iffol ■ ■ ■ 1i II ■ 7 ■ ■ ■ - ME mommummin Elmo NNE-LiV . 0 J uk-.k ow ■ U T MEN ■■ ■ ■ 111111 M ■ ■ ■ ■ ' tiil fi A NJ N I : ■ 1 ME ■ Imill ■ ■ .1 r ME h ■ ti ■ L x 1l som ME V u .. --;-EXHIBIT "A" Legal Description 8/21 /87 trorr,rrrcrrc.irrg at the Northeast corner of i the Nortl1west quarter of Section 22 , Township 31 North, Range 5 Cast, • thhence W.1�1. S ,ia -1o ' 38„ E along the North-South centerline of said Section 22 �S ►.li staitcc of 1135 .U0 feet; thence S 85o 29 • 22" W a distance of l2U .0 tcet: to file West botrr,dary of 30 foot wide access road right- innin , thence S 4 30 ' 38" C c.l _,�,�,�• and the True roint of Begs 9w a distance of 31 U . 00 S�-,icl tgest boundary of road rigilt•-of- a) to ( c ct ; thcnc:e S 050 29 ' 22" W a distance of 311 . 2htrof two,)'; tile 11ocrncicir), of 50 foot airport tboinda) of said taxi-a'��y a tJ 4° 11 30" W along said Cast boundary a distance of dis tarrce of 310. 00 feet ; thence N 850 29 ' 22" L• 309 . 51 Ceet to the True Point of Beginning . Situate in Snohomish county, State of Washington. '��,it LAI's M _ .q 1 I�ao�lT2o, Y�lr L-I� STF try �I� Sc-�'�E•� � Z�{'a.� p1.1 A GrrQ c — --- — -- �.00vlri3 c Sii� Sic-.T) I I C�TF� o��! J ST Al3a,CL 6apy, C-) c SIIvt SrLT e> AKER ENGINEERS, INC., P.S. SUBJECT STRUCTURAL DESIGN JOB. NO _ ._ . I SHEET . � OF 6628 212TH. S.W. LYNNWOOD WA DATE. P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 r 8 6,A AN4Cu.E 3 x 3 x 6'.4 (-D,41% wI/ (Z) Iz l o s c KID"N5 To r'�.A F-rr-!Z Ai-,,lrn W to 1 I I of�� 3L1� 131�TY�/�l=lam T.1=rrZ5 I I 6ao�IT2a v�l� lZ) �l� Y�l ScoFL1 2a E-A STUB &r- () (o c sIM 15a I I �ocx�2a s-r�� Sruv a z4'�lL.. I CGT T, o N RA F Tk-K A 3a-!C ST 1-I p�rZ Sv.r SC-14F17 . ( USrz (oOpXLlb c s1M SST I I I I I I I I I i �� G 2`i O.L. (ul-1c:'- Sr r,- Sv,! Sc.HILl7 ) I I _ I I IooCtzJ l¢, PIZo.lI►�t� boa I G20 I I v-lrl3 STIFF- EA GIZIf'PUz AI�oIE I I In SLtZ � c E F 01= 13L14 A k SST II I ( 11 4 o fl X�- I STEEL- STu 1� c l 6 YL STtt Pt=►Z Svc SLI-�>`I7 I I I I S r�Ti�I�► BAKER ENGINEERS, INC., P.S. SUBJECTL�f�l I`�I=>z-S �-- SHEET - STRUCTURAL DESIGN JOB. NO. BY:,56'- -- CHK'D: OF 6628 212TH. S.W. LYNNWOOD WA DATE: P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 ._ • ► �, . � , _ I I I I �o00XG�1� c 1-4'(D-C-• STO \Z4 -lg l o a D EJ I¢ 13L-l�� -W c Z4 �to 5�.R e.•�f S c. Z. - TaP � oi — - -- - I J 5T Pr 0,,(IzE' STD+ 1�FiZ Sv�C SC-If k:-: D � I BAKER ENGINEERS, INC., P.S. SUBJECT: SHEET STRUCTURAL DESIGN JOB. NO. BY: CHK'D: OF 6628 212TH. S.W. LYNNWOOD WA DATE: P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771 6558 2067716558 BAh'�=Q ENGINEERS -70 P02 APR 26 196 11:55 +�z">y PU o fa�1� vJr;.�- ! b �- J �r 5 t'rt`F• �.l�u� 1�1��Ct�+-�� I ' %ao Y!T � (s I � (_,ca xC�l� I I I I I BAKER ENGINEERS, INC., P.S. SUBJECT I SHEET STRUCTURAL DESIGN JOB. NO. �� ! 'S- BY; —CHK'D: OF 662E 212TH, S.W. LYNNWOOD WA DATE: P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 � 1 1 Vs x 3 -s Cr-cl') At`1c..�ti Pr"t� r Z�1� r J a1-!� ', ;'�L.►< ����[r=�;.N �CF'-T;2 5 ` � � C.... ,,A 51 Dtr. it/; DD t N,�� I ►'mot' � Al,1D 13o'r v,r/ ��o �CrtrY Sl�CF- BAKER ENGINEERS, INC., P.S. FBJECT SHEET SUBJECT STRUCTURAL DESIGN JOB NO. ! « BY: (--CHK'D: OF 6628 212TH. S.W, LYNNWOOD WA DATE: P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6550 --- "1 55; z'HI;ER EFIG I I f _ • a t I I I I I T !' J 1-F_ .5 C--r]otJ S I I l 8 I I Qcc> X ! 4 Z a• �-• �•l/ /tpP, In[I�D S x.c-Tl o/-j It Fol� PFr�o. !I-ll-o c1 (rJS+� 6ae xc_ts c. Z4'� o.C_. 5IM 5 ri-C_T v.!/ r vD 7bj- Are p ►?ter) F-�C-r I ow.r BAKER ENGINEERS, INC., P.S. SUBJECT: — i SHEET, iEET I STRUCTURAL DESIGN JOB. NO. �I h.IS _`� BY: CHK'D: � OF % OF I6628 212TH. S.W. LYNNWOOD WA t_ DATE: � P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 4TE --= ' ='=== _"` =r' Elil=i :EEPS _5C - `iR 26 55 12:00 12:��1 M 114 TC>T c-%A S}IAL��.av! �/k-►2C��rZ. 1'=f ICI r- Wf^W TZ�:, AL- SuPt'a TS / v-1sw5) •.� Ski t� SHEET/ )HE�j' TAKER ENGINEERS, INC., P.S. SUBJECT: __ -- TRUCTURAL DESIGN LjOB- NO, " OF OE 628 212TH. S.W. LYNNWOOD WA :DATE: )ATE: '• --- BOX 1697 LYNNWOOD WA 98046 1697 (206} 771 6G66 FAX (206) 771 6558 _ I 7EE lh�0 B�i:E' !; F'S F,_�_i -_- -- _r, +r, 12 h-- E� s I I I Iaf~I7 S��{►�l� w AT � I I I � I � BAKER ^ENGINEERS, INC., P.S. SUBJECT- STRUCTURAL ,SHEET,.�1 DESIGN JOB. NO. `i b• I `�( `=( BY: CHK'D: ,�,OF 6628 212TH. SM. LYNNWOOD WA DATE: P_O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 7 7 1-6666 FAX (206) 771.6558 - -- - __- --- --- r == 1m2:02, V� (r.) 3� BAKER ENGINEERS, INC., P.S. [SUBJECT: SHEET,,- STRUCTURAL DESIGN 'JOB.B. NO.'q -f 4( BY: CHK'D: OF 6628 212TH. S.W. LYNNWOOD WA DATE: P.C. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 w. f A A�7 �v✓ 0 7 J ! -,, !;'J era %�ri✓�� :;vL�� %/��:�_� , R ,cEIVED _ APR 2 9 1996 1&9 / CITY OF ARLINGTON e?6 7-01° i c 00^NON - _•- �X/S:�j�,� [N1-�-t ��1V.�7`'/OsiJ Sy57�� �� G�r15�r�-c�i'v /?�J �����Y sC�•-i���(,,w' !?115t G r1-v ��p55zQ f�urLG'// °i�<�{Fn` yY �l ����./ •L� \ /v ♦..//`G/ V / • / � •--.��� �/ =./`� Jam♦/J 74 0 /2 4fil �..:�_� r 1;. -�•'%''�� S/1� ,'�^...� b.�.% -.ter/,'''- :�.ss .=.� -=..��•`r'-y-�< .�/�..'• ..cr �� — G� ST�,�rryj GcJC 7�'L i%'J G�-iS�.� J � .............. J Z ✓ GU _opt G��.S��7� Gt� 1-5 oasNa� / `!YL !/�1 '1it�1 ✓��e;/f`JrJ G�S/KG�. -7 abY;ru� i ....2� /I^.� L;�✓,.' LI 2 G!�(5✓1 � 7`-C7 L�5/Q; / •/�� !mil�t-J �a„ate= t r in �� �r�fr a .:�71-� �,%�-Win!' • / ' Af -t� J C ;Lh EXPIRES .1 L ~ ICKI 3 t/Esr �.J 7- ��Q L D`i L. f L � z c I I i 1 � i I t 7LA1/ _- �I1 L7QyJ //'J'✓CS7-M i5W i @ _ o ` 2 z /mod SQL a 0 / S I .». --- I I l ******************** S.C . TYPE-lA DISTRIBUTION ** *************** ********* 10-YEAR 24-HOUR STORM **** 2.70" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 1 . 5, 82 , .7, 98,12 ..fix Is��"v DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 2. 2 1. 5 82.0 .7 98 . 0 12 .0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .79 7. 83 12507 ENTER [d: ] [path]filename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: bh.l0e SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 2 . 90 , 84 , 1. 30 , 98 ,12 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 2.2 . 9 84 . 0 1 . 3 98 . 0 12. 0 PE�S) T-PEAK(HRS) VOL(CU-FT) 1 .04 ----- 7. 83 15797 ENTER [d: ] [path]filename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: r� ,_ � A ? � • 1 8 "1) TYPE OF FACILITY: GRAVEL TRENCH/BED 2) STORAGE DEPTH(ft) : 1.50 3 ) VERTICAL PERMEABILITY(min/in) : 3 .00 4) PRIMARY DESIGN HYDROGRAPH FILENAME: bh. 10d 5) PRIMARY RELEASE RATE(cfs) : . 00 6) NUMBER OF TEST HYDROGRAPHS : 0 7) NUMBER-OF-ORIFICES, RISER-HEAD( ft) , RISER-DIAM(in) : 0, 1 .50 , 12 8) ITERATION DISPLAY: NO ENTER ITEM NUMBER TO BE REVISED (ENTER ZERO IF NO REVISIONS ARE REQUIRED) : 0 INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 15762 CU-FT PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 1. 04 . 00 . 00 1 . 48 604 SPECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP J • � ROUTING DATA: STAGE(FT) DISCHARGE(CFS) STORAGE(CU-FT) PERM-AREA(SQ-FT) . 00 .00 . 0 .0 . 15 .00 60. 4 1342 .8 . 30 .00 120 .8 1342 .8 . 45 .00 181. 3 1342 .8 . 60 .00 241.7 1342 .8 .75 .00 302 .1 1342 .8 . 90 .00 362 . 5 1342.8 1.05 .00 422 . 9 1342 .8 1. 20 .00 483 .4 1342 .8 1. 35 .00 543 . 8 1342 .8 1.50 .00 604 .2 1342 .8 1 . 60 . 31 604 .2 1342 .8 1 . 70 .87 604 .2 1342 .8 1 . 80 1 . 60 604 .2 1342 .8 1. 90 2 . 39 604.2 , 1342 .8 2 . 00 2 . 67 Q 604 . 2�' --- 1342 .8 AVERAGE VERTICAL PERMEABILITY: 3 .0 MINUTES/INCH SPECIFY: F - FILE, N - NEWJOB, P - PRINT IF/OF, R. - REVISE, S - STOP r STRUCTURAL CALCULATIONS FOR U I l i Ve F�5,A L__ A:;l O_S PSG — F pf WAS)4"A,,TO� � irtr�s 2/ 10/ NOT VALID WITHOUT WET SIGNATURE BAKER ENGINEERS, INC-I P.S. STRUCTURAL DESIGN 6628 -212TH SW LYNNWOOD, WA 98036 PO BOX 1697 LYNNWOOD, WA 98046-1697 EDWIN F. BAKER, P.E. COVER SHEET PHONE (206) 771-6666 DATE: 4- 30—`3 6 FAX (206) 771-6558 ����I�E� JOB NO: 00-96 — 19r- APR 2 9 1996 (CITY OF ARLINGTON ti r 94VIT-( L04ps FR-f ��oc7,� a►�� - sa �� � ct SHEET BAKER ENGINEERS, INC., P.S. SUBJECT: STRUCTURAL DESIGN JOB. NO. G� t S BY: S5`- CHK'D: OF 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 DMA! e(e MrrA i3�v�� ���•c z � r- 11 17. L , t Now Co.o 3 1nlc,•rc� . �,� � Z��o,o zs> -- o. � � l� IL BAKER ENGINEERS, INC., P.S. SUBJECT: SHEET STRUCTURAL DESIGN 2 JOB. NO. '5- l BY: SSL-CHK'D: OF 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 �( �'� 1 I I o .oZs Cis) , ocT � tl 11 LA lZI��R SLA3 VQT = o- IDS !, a . �z-) C 3 6 +1-.S Xz> / IZIz/¢It S�-+g Y\LT � S)C Z + 6 r e— 3c , 4 +- �c, Zt• Z,gtt, � T�--� t=rr— rrG �z Yqp 'lrt- rzn'lr IL rZ. S L, �s •ram!r —- a, o 3 5/ Z r -�1 = 3 k BAKER ENGINEERS, INC., P.S. SUBJECT: SH�ET STRUCTURAL DESIGN JOB. NO. �6 14 4 BY: ��--CHK'D: 4 OF 6628 212TH. S.W. LYNNWOOD WA D E: P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 L� lY �i: I 1 I 1 1 C14 Ic FTG. IL Lis, Lim �Z I BAKER ENGINEERS, INC., P.S. SUBJECT: STRUCTURAL DESIGN( b .l �c `1 BY: SSL CHK'D: JOB. NO. OF 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 + lam` z 6! 6 lc 'j, vL 2 c� 1 2L-1 t-1-t C�,�rL. �Lc r.0 r If Y�// ll�� S ��►�-i l��l T- -------------- BAKER ENGINEERS, INC., P.S. SUBJECT: U111r1l4 12-SA At lZ0Sr 4C SHEET STRUCTURAL DESIGN JOB. NO. �c !G `� ` �--BY: � CHK'D: OF 6628 212TH. S.W. LYNNWOOD WA D9T P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 4- Co 0SIZ '3- - t `- 4=- X ( ( l0 f T� r r-t 1 i2_ r --1rl r�Cl f-V/rL ULo l o V— BAKER ENGINEERS, INC., P.S. SUBJECT SHEET STRUCTURAL DESIGN JOB. NO. 6 I S `l BY: SSL CHK'D: OF 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 LE ( �6 BAKER ENGINEERS P .O .BOX 1697 LYNNWOOD , WA 98046 "7 PHONE ( 206 ) 771-6666 FAX ( 206 ) 771-6558 -7 //]! Date: 04/19/96 Page: RESTRAINED RETAINING WALL DESIGN UNIVERSAL AEROSPACE BSMT WALL AT LOADING DOCK WALL DATA FOOTING DATA SOIL DATA Retained Soil Ht. = 5.00 ft Footing Thickness = 8.00 in Allow. Soil Bearing = 2000 psf Toe Width = 0.42 ft Active Fluid Press = 50 pcf Ht. Above Top Support = 0.00 ft Heel Width = 0.92 ft Design Fluid Press = 50.00 pcf Dist: Ftg. To Top Support 5.00 ft Total Footing Width = 1.34 ft Backfill Slope = 0.00 :1 Total Wall Height = 5.00 ft Passive Lateral = 300.0 psf Fixity @ Base of Wall = 0 x Key Depth = 0.00 in Soil Density = 110.0 pcf VERTICAL LOADS Key Width = 0.00 in Soil Ht Over Toe = 1.00 in Axial DL on Stem = 0.0 plf Key Dist. to Toe = 0.00 ft Axial LL on Stem - 0.0 Of SUMMARY - ....Eccentricity = 0.00 in Pressure @ Toe = 1976.4 psf Ecc. of Resultant = 4.89 in Surcharge over Toe - 0.0 psf Pressure @ Heel = 0.0 psf Kern Distance = 2.68 in Surcharge over Heel = 125.0 psf Allowable Press. = 2000.0 psf Footing One-Way Shear: LATERAL LOADS Sliding F.O.S. = No Sliding @ Toe = 0.14 psi Lateral Load Acting on @ Heel = 0.06 psi Stem above soil = 0.0 asf Restraint Force Req'd Allowable Shear = 76.0 psi Add'l Lateral Load = 0.0 PH at Top of Wall = 350.4 # Footing Overturning ....Top Ftg to load start 0.00 ft Additional Restraint Stability Ratio = 1.46 :1 ....Top Ftg to load start 0.00 ft Req'd at Bottom = 0.0 1 SLIDING CHECK @ BASE - -- FOOTING DESIGN Slab Resists Wall Siding! Soil Press. Mult. Toe Heel f'c = 2000 psi Ftg/Soil Friction = 0.350 by ACI 9-1 = 2767 0 psf Fy = 60000 psi Soil to Neglect = 0.00 in Mu - Upward = 201 0 ft-1 Min. Asteel % = 0.0014 % Factor of Safety = 999.00 :1 Mu - Downward = 13 96 ft-# Lateral Pressure = 0.0 1 Mu - Design = 187 -96 ft-1 Rebar Choices --- - Passive Pressure = 0.0 1 One-Way Shear: Toe Heel - Friction Pressure = 0.0 1 Actual = 0.1 0.1 psi 14 @ 28.57 28.57 in Addn'1 Force Req'd = 0.0 1 Allows.85 = 76.0 76.0 psi 15 @ 44.29 44.29 in Cover over Rebar = 3.00 3.00 in 16 @ 48.00 48.00 in Ru = Mu/bd' = 8 4 psi 17 @ 48.00 48.00 in As Req'd = 0.08 0.08 in2 18 @ 48.00 48.00 in 19 @ 48.00 48.00 in STEM DESIGN DATA STEM SECTION DESIGNS Stem Material : Concrete NOTE !! Maximum Moment Occurs at 2.23 ft above Top of Footing f'c = 2500 psi Top .8 Ht .6 Ht .4 Ht .2 Ht Bottom Fy = 40000 psi OK OK OK OK OK OK Rebar Cover = 1.50 in Dist. above Ftg 2.23 0.00 0.00 0.00 0.00 0.00 ft Wall Thickness = 6.00 in Bar Size 4.00 0.00 0.00 0.00 0.00 0.00 Rebar Spacing 18.0 0.0 0.0 0.0 0.0 0.0 in Rebar Location Center Center Center Center Center Center Rebar 'd' Dist. 3.00 3.00 3.00 3.00 3.00 3.00 in Tension Face Front Front Front Front Front Front Moments: Actual 978 0 0 0 0 0 ft-1 Allowable 1158 0 0 0 0 0 ft-# Shears: Actual 0.0 0.0 0.0 0.0 0.0 0.0 # Allowable 85.0 85.0 85.0 85.0 85.0 85.0 # Wall Weight 72.50 72.50 72.50 72.50 72.50 72.50 psf V4.482 (c) 1983-95 ENERCALC BAKER ENGINEERS, KW-0602177; L Le-,t+-r C-\66-W- /\/I-rt,- S`r z. L-cc.rL4 1Z�4t=rF-' 12-s (�l S r- C3 0 o r'-J 12 0 ,z. r! C)o� Z` T �? /4 hl 2 �O C..�S >� Zv C-��4 �!-r��-�� 11�.rz.�,o►� C�r�uzk'rr� T�'Y i rlC, 5� >3 zig (.6 SI D . C) Z `� Iti �l� I CJ ' I - o.�.y�� - 0.�50 .f Cb) 0. 14 11 l BAKER ENGINEERS, INC., P.S. SUBJECT: Qr4l /'l a Lj=,5p )SHEET STRUCTURAL DESIGN JOB. NO. ' ' �- BY: Ss`CHK'D: F 6628 212TH. S.W. LYNNWOOD WA DATE, P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 ` � Z o• zz � Z� � ' ` ) Nc' - �� a o opt C � a . Z- L lA ►�- -) SiS ZA r S 14 IL 7P '--A'�/' b ,H .. O iZ l000 �l ►��1Cc.. t�.n3�t�.�� 5) - o� �� mil ' LJSiz- lobo Vv/ 1Ze L6 " z.. a, b b C3 3• �-�5 r b o o n ►�� l� G 1 b 2- 5 BAKER ENGINEERS, INC., P.S. SUBJECT L�IV X VZ-Sft L A LLOSO'C"C SHEET,,-- STRUCTURAL DESIGN JOB. NO. e-T6 ,r k 4 BY: 5L- CHK'D: OF 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 BAKER ENGINEERS P .0 .BOX 1697 LYNNWOOD , WA 98046-1697 PHONE ( 206 ) 771-6666 FAX ( 206 ) 771-6558 Date 04/25/96 Page: _ SINGLE SPAN BEAM ANALYSIS UNIVERSAL AEROSPACE FL JSTS SPAN DATA - MEMBER DATA Center Span = 20.00 ft I:Inertia = 100.000 in4 All distances for load locations refer Left Cantilever = 0.00 ft E:Elastic Modulus = 29000000 psi to left support. Neg ('-') distances Right Cantilever - 0.00 ft End Fixity Pin/Pin means load is on left cantilever UNIFORM LOADS —— TRAPE701DAL LOADS Center Span #1 = 0.20 k/ft # 1: 0.100k/ft @ Left, O.100k/ft @ Right, Start @ O.00ft -) S.00ft CONCENTRATED LOADS -- --- APPLIED MOMENTS SUMMARY Moments Shears Deflections Max. Span Moment = 10.63 k-ft Left Support = 2.44 k Max. @ Span = -0.266 in at 9.92 ft Max. Mom. Location = 9.68 ft Right Support = 2.06 k Min. Span Moment = 0.00 k-ft Reactions --— Min. Mom. Location - 0.00 ft Left Support = 2.44 k Max @ Left Support = 0.00 k-ft Right Support = 2.06 k Max @ Right Support = 0.00 k-ft -- Query Values MAXIMUM MOMENT = 10.63 k-ft Between Supports @ X = 0.00 ft, M = 0.00 k-ft, V = 2.437 k, Defl. = 0.000 in Z x ro 3� 3.3 boo 3 s.zs H P >>�c- Js rs S9-= io a < < �a_ 03 , Izz � b bCL I-) Lis gam BAKER ENGINEERS, INC., P.S. SUBJECT: (jr-"f ,z5�g L � ,ca s� cw SHEET j STRUCTURAL DESIGN JOB. NO. 9 6, BY: S5(-CHK'D: OF I 6628 212TH. S.W. LYNNWOOD WA DATE: P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 �� 3 r>-r> IC'3 •�1 T3, � 1 �� Ic- �i tF- i i /�/�l�vk x Se-1 ' p.bb � 2 , ) I rl 33) i rr - �"(-- $ (-o- 10 s) + 10 (D.o�J f 3, S �e,o3Z�.tS �n.oyg% 4, L S � S Ca. 1 a la CID,o `� t- Z(o.a,3 Z) �--f � I Z � a i=r 1c..� )��a�� � ��i D br C ILA �'I�L�� ro�z ��.��i.l��•.� oCo,o,I 2,r-) BAKER ENGINEERS, INC., P.S. SUBJECT: U,\l1 rLli�a SHEET l � STRUCTURAL DESIGN JOB. NO. �� lei `� BY: SSC.._CHK'D: OF 6628 212TH. S.W. LYNNWOOD WA DATE: P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 , v_ 3zS \i U � CZ� � oo I BAKER ENGINEERS, INC., P.S. SUBJECT: A1:: SH2'EET STRUCTURAL DESIGN JOB. NO. C(6, 1 4 fl, BY: 5,S(-- CHK'D: 1 OF 6628 212TH. S.W. LYNNWOOD WA DATE: P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 ti � I - I r 3. P .0 .BOX 1697 LYNNWOOD , WA 98046-1, 97 PHONE ( 206 ) 771-666( FAX ( 206 ) 771-6558 Date: 04/23/96 Page: Z SINGLE SPAN BEAM ANALYSIS UNIVERSAL AEROSPACE CANT BM AT NE CORNER OF RF DECK SPAN DATA MEMBER DATA Center Span = 7.00 ft I:Inertia = 61.900 in4 All distances for load locations refer Left Cantilever = 0.00 ft E:Elastic Modulus = 29000000 psi to left support. Neg ( '-') distances Right Cantilever = 7.00 ft End Fixity Pin/Pin means load is on left cantilever UNIFORM LOADS - TRAPEZOIDAL LOADS Center Span 11 = 0.48 k/ft Right Cant 11 = 0.34 k/ft CONCENTRATED LOADS - APPLIED MOMENTS SUMMARY Mosents Shears Deflections Max. Span Morent = 0.25 k-ft Left Support = 0.49 k Max. @ Span = 0.012 in at 4.68 ft Max. Mom. Location = 1.01 ft Right Support = 2.87 k Min. Span Mosent = -8.33 k-ft Reactions Right Cant = -0.183 in at 14.00 ft Min. Mom. Location = 7.00 ft Left Support = 0.49 k Max @ Left Support = 0.00 k-ft Right Support = 5.25 k Max @ Right Support = -8.33 k-ft Query Values MAXIMUM MOMENT - 8.33 k-ft Between Supports @ X = 0.00 ft, M = 0.00 k-ft, V = 0.490 k, Defl. = 0.000 in At Right CantileveA X = 0.00 ft, M = 0.00 k-ft, V = 0.000 k, Defl. = 0.000 in V4.482 (c) 1983-95 ENERCALC BAKER ENGINEERS, KW-0602177 _ 's y� r tc-&Z S 1 IZ--L1 C -r 3 k N"'jT"= o .0 43 ( ZD) i6U 1 o a �8 l3 6�� C �) �Zbct� � t 1 QZ k --a c-r BAKER ENGINEERS, INC., P.S. SUBJECT: Url i JIZ ,z-SJ4 c__ !SHFET STRUCTURAL DESIGN JOB. NO. cr6 ! G ��BY: sE L—CHK'D: _ OF 6628 212TH. S.W. LYNNWOOD WA DI E: P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 .� . �� I fi�i•l s I c) r,r C t--4--(�)P.1-�> s v� I �r o c-. (MAX) Ts---- l am � I 1 �= vCa O50J a Y lit.as �` 17 rA P R 2►9-C AA Z) S L. i? 14IZAAMS I _l g ( Lal3o��Z L sFz Zb C-4+ L S v� ► ►4 I�Iz-a,�L 1- b 4)r Q r 0 . �oC. 3.5 r 3.St 4 BAKER ENGINEERS, INC., P.S. SUBJECT__(JN lgr-iZSp SHEET STRUCTURAL DESIGN JOB. NO. �i6� l��i BY: 55�- CHK'D: OF 6628 212TH. S.W. LYNNWOOD WA D TE: P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 23 O�l�-tz i ulzr rf4c,- f�o /4D e- D o,,liJ ttlO swz I 1� 12-1v LS tL Iq1 �-T-1 ON 3 Z F S 6 O S vJ �s -1 4z?> <'_ Z Lis f-�,art 171 3 Z 1'9 c l (c), oafs � � �� r o� ) _ a. �3S �a, l �� BAKER ENGINEERS, INC., P.S. SUBJECT: STRUCTURAL DESIGN JOB. NO. "-'I6, 1-JI S BY: Sb`- CHK'D: OF 6628 212TH. S.W. LYNNWOOD WA D E: P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 We: 04/LJ/10 Page; �G CANTILEVERED RETAINING WALL DESIGN RETAINING GALL FOR JOB # 96-205 WALL & FOOTING DATA VERTICAL LOADS - LATERAL LOADS Retained Height = 7.50 ft Axial DL on Stem = 0 plf Lateral Load Acting on Wall Ht. above Soil = 0.50 ft Axial DL on Stem = 0 plf Stem Above Soil = 0.00 psf -Toe Width = 0.00 ft ....Eccentricity = 0.00 in Add'1 Lateral Load = 0.00 Of Heel Width = 5.00 ft Surcharge over Toe = 0.0 psf Dist to Load Start = 0.00 ft Total Footing Width = 5.00 ft Surcharge over Heel = 100.0 psf Dist to Load End = 0.00 ft Footing Thickness = 8.00 in Note: Toe Surcharge Resists Overturning Key Depth = 0.00 in Note: Heel Surcharge Resists Overturning Key Width - 0.00 in SOIL DATA -- ADJACENT FOOTING Toe to Key Dist. = 0.00 ft Allowable Bearing = 2000 psf Vertical Load = 0.0 # SLIDING CHECK Active Lateral = 35.0 pcf Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.40 .....Max Press. = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect = 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 1405 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. - Passive Pressure = 417 # Passive Press. = 300.0 pcf ...Above/Below:[+/-] = 0.0 ft - Friction = 2253 1 Soil Density = 120.0 pcf Spread Footing ? No Add'l Force Required = 0.0 1 Soil Ht over Toe = 12.00 in SUMMARY FOOLING DESIGN - Pressure @ Toe = -2U Soil Press. Mult. Toe Heel f'c = 2500 psi Pressure @ Heel = 67.8 psf By ACI Eq 9-1 = 3060 95 psf Fy = 60000 psi Allowable Press. = 2000 psf Mu-Upward = 0 8933 ft-# Min. As Percent = 0.0014 Ecc. of resultant = 9.40 in Mu-Downward = 0 14459 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 0.00 psi Mu-Design = 0 -5526 ft-# Toe Heel - Max. Shear @ Heel = -16.43 psi One-Way Shear: 1 4 @ 0.00 10.00 in O/c Allow. Ftg Shear = 85.00 psi Actual = 0.0 16.4 psi 1 5 @ 0.00 15.50 in o/c Factors of Safety; Allowable = 0.0 85.0 psi # 6 @ 0.00 22.00 in o/c Overturning = 3.35 :1 Cover over Rebar = 3.50 2.00 in 1 7 @ 0.00 30.00 in o/c Sliding = 1.90 :1 'd' = 4.50 6.00 in 1 8 @ 0.00 39.50 in o/c Ru = Mu/bd"2 = 0.0 170.6 psi # 9 @ 0.00 48.00 in o/c SUMMARY OF FORCES MOMENTS Overturning Moments Resisting Moments Origin of Force... # ft ft-# 1 ft ft-1� Active Soil Press. = 1405.3 2.95 4149.9 0 0 0 Soil over Heel = 0 0 0 3900.0 2.83 11050.0 Soil over Toe = -48.6 0.56 -27.0 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 433.3 2.83 1227.8 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 0.0 0.00 0.0 Load @ Proj. Wall - 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. - 0 0 0 800.0 0.33 266.7 Added Lateral Load = 0.0 0.00 0.0 0 0 0 Footing Weight = 0 0 0 500.0 2.50 1250.0 Key Weight = 0 0 0 0.0 0.00 0.0 Vertical Component of Active Pressure 0 0 0 0.0 0.00 0.0 Totals = 1356.7 # 4122.9 ft-1 5633.3 # 13794.4 ft-# Resisting Totals Used For Soil Pressure 5633.3 1 13794.4 ft-# (Vert. Component of Active Pressure Removed) (continued on next page.... V4.4B2 (c) 1983-95 ENERCALC BAKER ENGINEERS, KW-0602177 BAKER ENGINEERS P .0 .BOX 1697 LYNNWOOD , WA 98046-1697 PHONE ( 206 ) 771-6666 CANTILEVERED RETAINING WALL DESIGN uaie: u4i[aiyo rage: RETAINING WALL FOR JOB # 96-205 (.....continued) - STEM SUMMARY Top Stem: From 0.00 ft to Top of Wall 8.00in Concrete w/ 1 5 ! 16.00in, d= 6.19in f'c= 2500.0psi, Fy= 60000.0psi W811 Wt.= 100.00psf, Bar Embed= 9.2in Mu = 5445.2 (= Mn = 6186.6ft-I Vu = 23.70 (= Vn = 85.00psi Interaction Value = 0.880 V4.482 (c) 1983-95 ENERCALC BAKER ENGINEERS, KW-0602177 BAKER ENGINEERS P .O -BOX 1697 LYNNWOOD , WA 98046-1697 PHONE ( 206 ) 771-6666 C7nv /' - ^n� l -7-7 1 -4 c C0 3o . 4 H < Z , , s k 1'-4 A x BAKER ENGINEERS, INC., P.S. SUBJECT SHEET STRUCTURAL DESIGN JOB. NO. BY: CHK'D: 6628 212TH. S.W. LYNNWOOD WA OF P.O. BOX 1697 LYNNWOOD WA 98046-1697 DATE: (206) 771-6666 FAX (206) 771-6558 J�• � • �� x '^ I CITY ARLINGTON DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT SEPA REvIEw CHECKLIST SEPA Checklist Requirements Under the routine SEPA process, an applicant shall submit the following: 1. Ten(10) copies of a completed environmental checklist(or copies), in a form provided in WAC 197-11-960 shall be submitted at the same time as an application for a permit, license, certificate, or other approval not specifically exempted. 2. Permit Fee of$100.00 3. A list of names, addresses, tax parcel numbers and township, section and range of all property owners within 500 feet of the property, and self-addressed,postage paid envelopes. 4. Ten(10) copies of a site plan describing all pertinent existing conditions,proposed actions, and improvements to be reviewed in this process. 5. One, size 11" x 17" copy of all maps. U. Other pertinent data as required by the responsible official (traffic, wetlands, noise, etc.) for the review of the potential environmental impacts. All applications for a permit, license, certificate or other approval will be considered incomplete until the SEPA Check list and related materials has been submitted and deemed complete. Review Process 1. Presubmittal conference shall be held at the descretion of the lead agency to determine if required additional information required. 2. Applicant submits checklist application package. 3. Staff review checklist application package for completeness. If application is deemed complete, the staff notifies the applicant and dates the submittal. (See item no. 1, checklist requirements) 4. Package is distributed to city departments for review. Sepachkrev Oct 3,1996 u � 5. Threshold Determination is made, k Property Owners within 500 feet are notified of pending action. B. Notify paper and post notice at property,post-office and city hall. C. Fide affidavits of mail,posting, and publication. D. Notify applicant in writing. 6. Issue final closing letters to applicant. Sepachlvev Oct 3,1996 City of Arlington Department of Planning and Community Development Sepa Checklist CITY OF ARLINGTON ENVIRONMENTAL CHECKLIST Purpose of Checklist: The State Environmental Policy Act(SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases,you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or"does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for nonproject proposals, even though questions may be answered "Does not apply". IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For Nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal","proposer," and "affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: 2. Name of Applicant: 3 Address and phone number of applicant and contact person 4. Date checklist prepared: 5. Agency requesting checklist: 6. Proposed timing or schedule (including phasing, if applicable): 7. Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal?If yes, explain. 10. List any governmental approvals or permits that will be needed for your proposal, if known. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site(circle one): Flat, rolling,hilly,steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? C. What general types of soils are found on on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note andy prime farmland. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. 3 e. Describe the purpose,type, and approximate quantities of any filling or grading proposed. Indicate source of fill. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. g. About what percent of the site will be covered with impervious surfaces after project construction(for example, asphalt or buildings)? h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 2. Air a. What types of emissions to the air would result from the proposal(i.e.,dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. C. Proposed measures to reduce or control emissions or other impacts to air, if any: 3. Water. 4 A. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site(including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. 2) Will the project require any work over, in, or adjacent to(within 200 feet) the described waters? If yes, please describe and attach available plans. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicated the source of fill material. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. 5) Does the proposal he within a 100-year floodplain? If so, note location on the site plan. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. B. Ground.• 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and 5 approximate quantities if known. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial,containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served(if applicable), or the number of animals or humans the system(s) are expected to serve. C. Water Runoff(including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. 2) Could waste materials enter ground or surface waters? If so, generally describe. d. Proposed measures to reduce or control surface, ground, and runoff impacts, if any: 4. Plants a. Check or circle types of vegetation found on the site: _deciduous tree: alder,maple,aspen,other _evergreen tree:fir,cedar,pine,other _shrubs morass _pasture _crop or grain wet soil plants:cattail, buttercup,bulrush,skunk cabbage, other 6 water plants: waterlily, eelgrass,milfoil,other other types of vegetation b. What kind and amount of vegetation will be removed or altered? C. List threatened or endangered species known to be on or near site. d. Proposed landscaping,use of native plants, or other measures to preserve or enhance vegetation on the site, if any: 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: BIRDS: hawk,heron,eagle,songbirds,other: MAMMALS:deer,bear,elk,beaver,other: FISH: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. C. Is the site part of a migration route? If so, explain. d. Proposed measures to preserve or enhance wildlife, if any: 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy Echklst 7 7/30/96 needs? Describe whether it will be used for heating, manufacturing, etc. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, rick of fire and explosion, spill or hazardous waste,that could occur as a result of this proposal? If so, describe. 1) Describe special emergency services that might be required. 2) Proposed measures to reduce or control environmental health hazards, if any: b. Noise EcWdst 8 7/30/96 1) What types of noise exist in the area which may affect your project(for example: traffic, equipment, operation, other)? 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. 3) Proposed measures to reduce or control noise impacts, if any: 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? b. Has the site been used for agriculture? If so, describe. C. Describe any structures on the site. d. Will any structures be demolished? if so, what? e. What is the current zoning classification of the site? EcWdst 9 7/30/96 f. What is the current comprehensive plan designation of the site? g. If applicable, what is the current shoreline master program designation of the site? h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. i. Approximately how may people would reside or work in the completed project? j. Approximately how many people would the completed project displace? k. Proposed measures to avoid or reduce displacement impacts, if any: 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plan, if any: 9. Housing Echklst 1 O 7/30/96 a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle or low-income housing. C. Proposed measures to reduce or control housing impacts, if any: 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? b. What views in the immediate vicinity would be altered or obstructed? C. Proposed measures to reduce or control aesthetic impacts, if any: 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? b. Could light or glare from the finished project be a safety hazard or interfere with views? C. What existing oil site sources of light or glare may affect your Echklst i l 7/30/96 proposal? d. Proposed measures to reduce or control light and glare impacts, if any: 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? b. Would the proposed project displace any existing recreational uses? If so, describe. C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. C. Proposed measures to reduce or control impacts, if any: Echklst I2 7/30/96 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? C. How many parking spaces would the completed project have? How many would the project eliminate? d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. g. Proposed measures to reduce or control transportation impacts, if any: EcWdst 13 7/30/96 15. Public Services a. Would the project result in an increased need for public services(for example: fire protection, police protection, health care, schools, other)? If so, generally describe. b. Proposed measures to reduce control direct impacts on public services, if any. 16. Utilities a. Circle utilities currently available at the site; electricity, natural gas, water,refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: Echklst 7/30/96 14 1 City of Arlington Department of Planning and Community Development Master Permit Application MASTER PERNITT APPLICATION For Office Purposes Only CITY OF ARLINGTON DATE RECEIVED 238 North Olympic DATE ACCEPTED Arlington, Wa 98223 RECEIVED BY CHECKLIST ATTACHED- YES-NO MAJOR PERMIT MINOR PERMIT _ FEES PAID Specific Permit Type PART I- GENERAL INFORMATION .APPLICANT CONTACT PERSON 1.Name Address City State,Zip Phone-work home 2. Relationship of applicant to property(check one). owner contract purchaser lessee other 3. Name,mailing address and telephone number of property owner if different from applicant. 4. General location of property,including nearest intersection: 5. Street or known address of property: 6. Legal description of property: 7. Description and purpose of proposal: 8. List all property tax account numbers(all 14 digits): 9. Approximate acreage 11. Topography 10. Present zoning 12. Source of water mastrper June 18,1996 00,of Arlington Master Pennit Application Page 2 13. Method of sewage disposal 14. Surface water description 15. Present use of property. 16. Use of surrounding property: North South East West 17. Points of access to the property: PART II-SPECIFIC ACTION-PLEASE FILL IN ALL APPROPRIATE SECTIONS AS FOLLOWS: 1. TYPE OF APPLICATION Applications being made from this Master Application are as follows (See Attached Glossary): _Rezone _Variance _Preliminary Plat _Short Plat _Final Plat _Planned Area Development _Boundary line Adjustment _Shoreline Development _Home Occupation Type A _Home Occupation Type B 2. REZONE APPLICATIONS ONLY a. Requested zoning b. Comprehensive Plan Designation c. Has anyone applied for a rezone of this property within the last five years? 3.PRELIMINARY PLAT. SHORT PLAT_PLANNED AREA DEVELOPMENT AND BOUNDARY LINE ADJUSTMENT APPLICATIONS ONLY a. Plat Name b. Zone Density c. Has this property been subdivided within the last 5 years,or has application been made within the last 5 years? If yes, please give date application was made and the name of the applicant. d. Name of Surveyor,address and phone e. Name of Engineer,address and phone mastrper June 18,1996 City ofArlington Master Permit Application Page 3 f. Number of Building units this will allow _ 4. VARIANCES ONLY a. Code requirement involved b. Description of variance request 5. FINAL PLAT APPROVAL a. Preliminary Plat approval was given on b. Improvements have been:_Bonded_Built_Bonded&Built 7. HOME OCCUPATION PERl'vI1T a. Type of home occupation:_A _B b. Description of Business c. Hours of Operation d. Days of Operation e. Area in home to be used for home occupation(square footage) f. Code requirement involved 9. ALL APPLICATIONS_ Please list any additional information regarding your application below: State of Washington ss County of Snohomish mastrper June 18,1996 City of Arlington Master Permit Application Page 4 - I(Wc) being duly sworn,deposes and say that I am(we are)the owner(s)of the property involved in this application, and that I(we) have familiarized myself(ourselves)with the rules and regulations with respect to preparing and filing this application and that the statements and information submitted herewith are in all respects true and correct to the best of my(our)knowledge and belief. Signed: Owner or Contract Purchaser Owner or Contract Purchaser Subscribed and sworn to before me this day of , Notary Public in and for the State of Washington Residing at mastrper June 18,1996 DIRECT EXPENSES In accordance with Arlington's Ordinance No. 1121 Direct Expenses are: "Direct Expenses" means all expenses incurred by the City to review and evaluate any application under this Resolution. The amount of such expenses shall be estimated by the City and the applicant shall deposit the amount of the estimated expenses with the City Clerk. If the costs of the review exceed the estimated amount on deposit, the estimate shall be revised from time to time, and the applicant shall deposit such estimated excess amount with the City Clerk. Expenses incurred by the City to review and evaluate an application include, but are not limited to, legal, engineering, consulting and accounting fees. �A ' The RICE Group Consulting Engineers 144 Railroad Ave., Suite 212 _dmonds, Washington 98020 206/7,74-3829 Fax 206/672-2084 I C* ,eN o C7 k-�11rou � '•ember ACEC May 151, 1996 Gene Noblit Subject: Universal Aerospace Building Energy Code Review Dear Mr. Noblit Building envelope is in comliance with NREC accepted with following comments: 1. Roof in metal building shall be insulated with foam block per attached detail and R-19. 2. Door type 2 shall be insulated. Metal door is not hollow metal type. 3. Roof in office area shall be insulated to R-30. 4. Walls in office area shall be framed as 6"stud, 24"o.c. with R-21 batt. Chris RECEIVv" JUN 18 CITY CAE AFUNG I ON �. i ���� �: -. �. �� . ry ��.. Y � y� � � i � �� � �. _ :� 2 � _-I � - ' c � '� • r �, �� .. ri �' - _ � ,.y � `- -r, • �.1 I U �� �. � l � �f ' � � � T � A • I • 1 If - . •.I r� i. ' , • r • O.J 95 MON 10: 53 FAX 206 872 0340 PARAGON PACIFIC BENT ,•r �� : ;<< < About Facts Me te Building Y and System Performance Information from NAIMA he Energy Policy Act Phis fact sheet discus:c; of 1992 has Put a collunon tt chrticlues for installing �.s lntill1:1C1O11 that C1U 17t71' sacrifice case renewed focus 00 energy ,,.. i:'••, � of installation and dcnloltstratcs ;+ f efficient building designs r how certain1pp1ua4hes can signifi- j for new construction. Beginning as ,a '""•�i t �I a• fin' n cantly reduce thermal loss through ..•, early as octol]er 1994,States are ;.+• , , •;_�Y* '13. i. '�.A p urllri5. EXCeIlSIVI'test's CO11dt1CLtCl [r required to review and upgnlde their X,�WWW by the North American Insulution .•;,��� ,' .� �,,'*' ;••a ' ,` ' commercial building codes to 111CCt E St:u]cl:trd c)U.1 Manufacturers Association (NAIMA) or exceed ASN1i,A shows the R-Values that can be Although insulation is a relatively `° different conservation accomplished with these inexpensive energy v r- tecllniClUCS, (It-valueilnCallS feSiti tire' ` technology, it fCmalll$under-utilized tancc to heat flr)w. 'rlle higher the {J(�` in metal buildings. lnyta1uon is a t •t 4.' L,F1 � �' +'t it-value the greater the illsulatin6 g •' .. '� sirai htforward teclulology--sillple power.)Comparisons between the ill design and devoid of moving ~� y.� intit:llled perform.nce anti the sum , its benefits are i gniflc:ult r.. ,. parts,lc4t as it miniraizes heat loss,controls of"the component R values of naatc- COl]ClCrlSiltiUn, alld prOVlelCs:lCousti rl:lls used Call indicate ,1 relative efli, ciency level. a cal integrity in metal buildings, Jo standardize comparisons. *„ Insuillation of the insulation is important in meeting the rniriimbril NAIMA[estad five different systems ?,y using a commoll ptlrlill Spaec Of t - a u re ullLme rlts in ASI ILU. U V l C five feet anti a purlin shape with • .b Standard 90.1.The most Common e? 2,� ' ti and eight-inch webs. `rtl-<, a r 5 is, in —,a lnCll f1:111�,L. � �, problem with metal buildln�s 'F fact, inadcgU:tte insulation. WeThe First 5y5CCnt is the easiest but 16:lst effective.The remainder often overlook hove much thermal of the insulation mCthUC1S,discussed loss occurs-at metal girls, purlins are methods cicsigned to decrease and fasteners.Thcre are methods of the heat loss ill tl]C aTC:L Of the installing insulation that can rei]uce �U1 # ]urlin with 1 resulting increase in r �N' much of this thermal less and we l sliould take:advanlas,C of these insil- performance alld efficient Ilse ok the insulation, +• �'��il ' �� � Jam' t l:ltioll tl't'I]I71C1LICS. s ' n ....... i.......................................................................................................................... ca t l r G l 5 Approach This method of insulating metal highly compressed insulation and. buildings is both the easiest and the area of fully recovered insula- generally least effective of the medi- tiou, The amount of heat flowing ods currently av:lllable.As the through the purlin and compressed LL Cliaglam shows, blanket unsulatiun insulation does not change sigrdfi- installed between the root sheet and cantly as the.insulation thickness is purlins is compressed to less than increased, For the R-10 systeun, the 3,16 of.in inch at the purais. The compressed heat loss represents; resulting hour-glass curve produces 30;'u of the total heat loss while: the uneven insulation thiclawss, partic- fully recovered portion, represents Warly at and around the purlins 70%of the total.The conipres.gctj where thermal loss.is highest. This loss represents a larger and larger method performs reasonably well proportion of the total heat loss as for thinner insulations but suffers insulation thickness increases.'At Significant losscs as the insulation the R.19 IcwA, it represents approxi. Lhickness increases.(See'fable 1.) mutely 40% of the total loss. The cause of the decreased rela- tive performance, as the insulation Table F R-Valuc increases, demonstrates tllc Insulation Installed It-Value R-Value Efficiency effects of parallel heat flow.The 10 7.5 75% system can be analyzed by assuming 11 8.0 73% that heat loss occurs across two 13 8.7 67%r areas, the area of the purlin and 9. -. ----- -__1�..0 __ .58%. Foam Block One simple technique that can between purlins and the roof mid d l n 5 u l a tI O n greatly improve performance is sheet and allow the insulation to to insert, over the pLLrli,ns, a one. recover to lull thickness much inch thick fciam block or other closer to the Purim—a fair I xtter thermal break between tine roof performance than provided by In GUlol'W, =` ' "=^ and the purlin. Older bolted roofs the hour-glass approach, need longer fasteners than the (See Table 2.)' ones used in the first approach. Newer standing seam rool's Table I already come with purlin clip; Insulation Installed R-Value R-Value Efficiency that can be rued with or WithOUL 10 9.8 913% foarn spacer blocks. 11 10.0 9691) As the Cliagr►m ShOW$, the 13 12.0 92% foann blocks keep the insuL•uian 1.9 15.3 81% z �� �. Y 1 . .....•...... ......................, ..:.• •.., ...•.••••• ............ .......... • ' ., .. .......... .....•.A third system,employs tion between thc� root'and the jtli fin Filler insulation • a,lriCOnlprCSSCd i11ya1JAtlOil which purlins.This will not conlplt:tely runs the full iength between the ellillin:tte the short•Conling of this ports.This system, while Clesign. (See Tablc 3.) S insulaUvn +_ " a P Y = better than the first one,still will - �,- :s-_ Table.3 not dellvcr 100%of the It-value Insulalion Installed be4uuse of little or no itititilation R-value R-Value Efficiency between the roof and Jarfuls. �10 7.6. _769'o - I"lent losses still occur at the 11 8.2 — ,- 75% - 13 --- 9.3 72% purling Similar to the first system, - 9.. -- 12.6- - "'--'66% 'fu compensate, users of this 30 _ - -17.4 58% •- systrm often place it-10 insula- .,r•A........ ........... .......... ........... .......................•...........................• ................................. III this method,the insula- 10U, au 4)because it includes air l o,atn and film reMstance, (See"rablc 4.) Full Blanket Insulation Lion runs the full length "t t-) "'C'>r\1`_. between the supports.A one-inch thicic foam thermal Table 4 .—ewm e106. Insulation Installed 'block is inserl'ed,over tile R-Value It•valuu Effidcncy r _µ 4,aulalwa ` 101% purlins.As the data SNOWS, '109946 I0.1 R vaims increase across the 11 board whentlliti SyStelri is 13 -.-.M 12.5 96% _ . ... 17J 9010/0 _ used• Tlte. installed Il.-va.l.ue of 19 30 24,5." � 80Q/U the R-10 system exceeds - ................................ ......... ........I........I.,........................................... ........I................... The best iiistllatior)PC - them. NMNM data shows the End-To-End Insulation relative lt-values when lt-b rslatice conies;when the purlins are entirely enclosed fiber glass board and R-10 foam --•Fe. 0id0k by insulation.Purlin flariges hoard (both 1.5 inches thick) "- arc lyortlerr.d by foam blocks at are used, (See'fable 5.) the told and insulation board at Table the bottom with full insulation Insulation Installed blalikets in ISetween.This tec R-value h- _ R-Value Efficiency iliclue isolates the purlul lido, 36 31.4 87% ti both inside and outside (FG Board) 40 34-1 85% temperatures, rccluci11g the attendant heat lass through (Foam Board) 3 •. , I j:) 1":"A ZUb .b H -}U 1"'�iK:i 1-,Uri 1:1��11 1• � l�r_.. 1 1 —IN1 V ...............•••..•...•....•...•..r. ......................I.............r.•.... ••.................................••.....•.. Conclusion A better understanding of lnsula- wlilcli includes detailed construc- tican application and typical areas of titan dr;i�vings and installation thermal loss can help building instructions for sevend typical metal cicsignrrs employ insulation meth- building insulation systems.The ods that will hilly utilize die insula- guide also can help the user in tilt tion's thermal performance. The selection of an insulation system North American Insulation that will comply WiLll tine ASH1ZAE Manufacturers Association (NAIMA) Stall(larcl 90.1 in .In),part of the recently published an itisutation country. For your free Copy of the guide entitled,ASHJZAE 90:! guidc,write to NAI&IA, at the Cornf,dicince For Menal Budlelings, address below. NAIMA Is a trade association of North American NARVIA METAL BUILDING manufacturers of fiber glass,rack wool,and slag COMMITTEE MEMBERS: wool insulation products.NAIMA's role Is to CurtainTeed corporallon PO Box 860 promote energy efficiency and environmental Valley Forge,PA 19482 preservation through the use of fiber glass,rock 215/141,7000 wool,and slag wool insulation products and to Knlsvi giber Glass encourage safe production and use of these 240 Eliz,rueth Street ilation products. Shelbyville, 3 4G176 nsu $00/825.444 Owerls-Corning Fiberglas Corporation For additional information on fiber glass Fiberglas Tower metal building insulation contact: Toledo,ON 4365�1) 419/248-8000 NAIMA Schuller International,Inc. PO Box 5108 44 Canal Center Plaza,Suite 310 Denver,CO 80217,6108 Alexandris,VA 22314 600/654-3103 Tel:70316tt4.0084 Fax-703/694-0427 Printed on Recycled Paper 'TtM PUB NO.MB 307 10/93 \ � `i "° 1994 Washington State Nonresidential Lnergy I.QUu �­ui'11-W I-- • Y1994 Washington State Nonresidential Energy code Compliance Farms Second Edition-June 1995 This document introduces the forms to be All projects should complete the Summary Used for showing compliance with the 1994 forms which apply (envelope, mechanical Nonresidential Energy Code (NREC). The and/or lighting). All projects should also re- following figure shows the overall organization view the Checklist forms to make sure all nec- of the form set. For simple projects, only a few essary information on compliance is provided. forms are required; more complex projects will Applicable excerpts from the General Re- require additional forms. The forms explain quirements sections of the Code are reprinted the decision criteria for determining when a on the back of the Checklist forms. The need more complicated form is required. for other forms will be determined by project specifics. ENV cheCOW What goes on plans? Where R goes E!W summary Reprint of General Reqmts. Project information Type of project Compliance opts, ENVSTD Glzing area% Compomw can use simple? Performance Summ.of Req. Worksheef - Target&Pro- posed UA Wtd.Avg.SHGC AmA A u MECH cidsf what goes on plans? MECH Where R goes Sumrr>rry Reprint of General Regmts. Project information Type of project Complex Compliance opts fir+ Can use simple? Additional Motors Beslc equip Checklist and Ch*cJdtst effldencies dedsionmaking for Complex For any prood Systems with motions cov- ered by 1437 of 1511 LTG Cheeadst What goes on LTG Summery plans? Project Information Where 1 oes Reprint of Type of project Genera!Reqmts. Compliance opts. can use most simple? LTG-LPA Allowed and Proposed Watts Additional docu- mentation for ceil- Ing height adjust- ments 1994 Washin .in State Nonresidential Ener Code Cor. ince Form • y ORG 1994 Washington State Nonresidential Energy Code Compllance Forms Second Edition-June 1995 The f&owing is a list of the 1994 nonresidential compliance forms and their uses. Envelope ENV-SUM Envelope Summary- Use this form for all projects where envelope work is to be done;there are separate versions for Climate Zone 1 and Zone 2. Show basic project information,compliance options chosen, summary list of required insulation levels and U-factors. Back side has Decision Flowchart for Prescriptive Op- tion and calculation to determine area weighted Heat Capacity for the Masonry Option. ENV-CHK Building Permit Plans Checklist-Comprehensive list of all information required on plans for all options, including the Component Performance and Systems Analysis Options.Also includes space for building department notes. ENV-UA Envelope UA Calculations- Use this form if using the.Component Performance Option; there are separate versions for Climate Zone 1 and Zone 2. Summary calculations of Target UA and Proposed UA. Back side has calculation of Target and Proposed SHGC, and calculation of glazing and opaque target area adjust- ments, if needed. Mechanical MECH-SUM Mechanical Summary- Use this form for all projects where mechanical work is to be done. Show u::isic project information, compliance approach chosen, list of basic equipment &efficiencies (else this infor- rnation goes on equipment schedules on the plans). Back side has Decision Flowchart for Simple System op- tion. MECH-CHK Mechanical Permit Plans Checklist-Comprehensive list of all Information required on plans for all options, including the Component Performance and Systems Analysis Options.Also includes space for building department notes., 4 MECH-COMP Mechanical-Complex Systems-Use this form if using the Complex Systems Option.Com- plex Systems Checklist had additional information required on plans for this Option. Decision flowchart Is pro- vided for determining which Complex Systems requirements-apply to the project. MECH-MOT Electric Motors Checklist for eleotric motors compliance and schedule of installed motors, both for mechanical systems and other equipment Lighting urea-SUM Lighting Summary- Use this form for all projects where lighting work is to be done. Basic project information, compliance approach chosen, alteration exceptions. Calculations of Allowed and Proposed Light- Ing Power for both Interior and Exterior Lighting if using the Lighting Power Allowance Option. Back side has questions to determine if project qualifies for the Prescriptive Option. Also has Lighting Power Allowance ta- bMootnotes. LTG-LPA Lighting Power Allowance Adjustments-Use this form to claim any ceiling height adjustments for Lighting Power Allowances for interior lighting. LTG-CHK Lighting Permit Plans Checklist-Comprehensive list of all information required on plans for all options, including Component Performance and Systems Analysis.Also includes space for building department notes. a: � 1994 Washington State Nonresidential Energy Code Gompllance r-orm SummanehF+ithlS: e - e Climiate 1994 Wasnwglon St"NomeddendW FnM a+w py C�,a�Can >ca Ferrns SecorW Eaft+on.,lune 1996 rProject Info Protect Atldress + �� rJO Tk1. -Dp , Gate 1-��a-T O N '\Cl b Z2 3 For Building Department Use I Applicant Name: U 01 V 11k*;Z5A1— x t✓go SP/yC C Applicant Address: c� M LApplicant Phone: Project Description New Building ❑ Addition ❑ Alteration ❑ change of use Compliance Option Prescriptive Component Performance ❑ ENVSTD ❑ Systems (See Decision Flowchart(over)for qualifications) Analysts Spa e Heat Type ❑ Electric Resistance Ati other (see over for definitions) Total Glazing Area Glazing Area Calculation (mug^opening) dross Exterior Note:Below grade walls may be Induded In fhe (vim&overhd) dhrlded by Wan Area times 100 equals %Glazing Gross Exterior Wall Area It they are Insulated to 1 3 ,� '1�ZL2 X 1�� the level required lot opaque walls. J CJ ❑Cheetc hers if using this option and it project meets all requirements for the CartrretalMasonry Option. See Concrete/Masonry Option Decision Florirchart(over)for qua;Wcedons.Enter requirement:for each qua&%#p asser"In the table below. Envelope Requirements(enter values as applicable) opaque Concrete/Masonry Wall Requlrenvmft Fully hettrre&tooalod spaw Insulation on Interior-maximum U-facllor Is 0.19 Minimum Jnscdadon R-vahles Insulation an extador or Integral-maxk um U-factor It 025 Roofs Over Attic R—aj0 If Project qualifies for ConcreWMasonry option,Ilst walls with HC a 9.013%OWF below(other wails must meat All other Roofs Opaque Wall requirements). Use descriptions and values Opaque Walls R— 1 from Table 20-5b In Itte Code. Below Grade Walls Wall Descrlptlon U-factor Floors Over Unconditioned Space -,-- (Inciudhty Insulation R-value 3 position) Slabs-on-Grade r-1 Radiant Fkxn —� Mardmum LAilcfam Opaque Doors ro Vertical Glazing q Overhead Gla;dng Maximrmr SHGC(or SC) Verdcai/Overhead Glazing Sear/-heaved spaces• Minimum lrfstdadorr R-values Roofs Over Semi-Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: ��\ ., 1 TA, , + � A 1994 W—hirlgton State Nonresidential Energy Code Coe* Form I W%�washlnpton State Pbnraddentlal Ervrpy Code 6artePte10e Forces Seeored Edaan-June 1 e9S Decision FloWcliaft Use this flowchart16 det mMe It project qualiflos for the opdonel PrexrfptNe Option. for Prescriptive option It not,either the Component Performance or Systems Analysis Options must be used. 1 ZW Sp-m Meet Typo For the propose or detamrWrq bukkV erwdopa lilaatrie it"sarwee space h"wv vrzw m wrwrri use ewcfnc reswame rwuite nants,tt»fdbwkV two aNgoriee oompdse ea fpeu heOft"' **mom as a*prvnery Mduq ryetam YKWN txseoouo.raderst.a(ef iasvrrr Aa othw spec too"eyaMnn kwkx ing gas.said fed,ell.and •breed ak urow atone en bW aket+b romwo hot capaeity woes"1.0 pr pruq space h"dng eyn od Mtaee afm n syetems rm-d'n the meadon to CStart Wff<s of ere gram a0releeOfNd Ibex nos asasp lm:Heat pump@ and -v:i es ern.cr. (omtetltsud at Aght) temmal elsatfb rsakorta hNlMtg ht wWM*aV vepano distWArdw systame. EWK= Asweterm no Heafl yes N vreft R-11 at Gilaria OK7 r Gkart OK7 warm R-19 7 ro (bdbw) Yea , Yes (baor) 7 Ya no ro yea V40% 425% Q0% QG G no no no rro YOU yes yes Y - Yea Al VaUaoon h uwkod7 , All kwLAsdon irlataftd? Al V=Aad n WoUA rrl N MrtlWon frvmttled7 Opaque well R-11 opagm waft R-11 Opaque waft 11119 OPaQn waft R-19 59iow grads wino(Barg R-10 Ma.""waiia" U419 mWorvy wank" "ig Below grad.waft(a4 R-10 k,rrir grade walls(0"R-11 Ms-mmy weft(othai) U4)23 Masony YAW(0&-i U-4M A w grade waft(*M4 R-10 Noois GV W suica R30 sebw grade waft(ndif R-10 Below grade wW(s4 R-10 Rolla over auks R3a Al other rooks R41 Below grade waft(O•tt)R-11 asbw grads walk(often Wig AN tt•nr took R30 Floors ow urwo djV6 R-10 Rook Orr antics Rd0 Roofs Over atdca RJ• Floors 0w uncond R30 S atxi on p�Asa FMO An omsr rook R_2T AM.filar rod. Rag SWWOnwaae R-10 Radanr loon R-10 Floors over woord.sp. R-19 F Wm awn unmief. " padard lope R•10 Opegtn Goons LLO O. Slsbaan ggr R-10 S3abeat1reds R-10 10paplw dope U-0 e0 Redart Boors R•10 Pu drt boors R-10 Otaaq Cries-fa Mar Opagw door. U-0.80 Opaque doors LLCM gkzirq Criteria Met? MOZO p V&L OH G9 Gnarls Met? Grazing otteet Mat9 GW*q VwL OH Am% U U SHOO Ana% U U SHW 00.10%OM 1.45 140 GbzkV VerL OH GLMV Vert. OH 00.20% OAO OAO 1m 19-20'%,a.75 1.40 1 AO Arse% U U BMW Ana% U U SHOC 2041M O.f;O 1.30 OM 00-15% CAD IAA 1m 00.20% as ode 1m yem no 3040%0.50 12S OAS 15-m% 0.75 1A0 140 — 2N'ID% 0.e0 1.30 OAS yea fa no ' Yoe 3040% om 125 OAa ro ya Prsecrrptn�s if Pala Nasal C«rvorrn Perb-orim or Sysnnem ArvYyera RaVurad j _'oilcrete/Maso Option* Wall Heat Capacity (HC) If dear weighted heat .assembly Descdpftn AW.Tag HC" AM(af) HC x Area a+P•dtY(Hq of _— the total above grade wag Is a minimum of 9.0, the Concrete --- Masonry Option - may be used "For framed --- walls,assume HC=1.0 unless jv calarlations are provided;for all i.... other walls,use l Totais Section 2009. Area weighted HQ divide total of(HC x area)try Total Area ry`�� A , { 1 t, ' 1994 wasnMWton Slav NofwMWan�1d EnarQy coax CornpManC�FOler� Swan rtl Edition-JuM 1995 Dane Project Info Project Address For 2_ aing Department Use Applicant Name: Applicant Address: iApplicant Phone: Pro art Description 0 New Building ❑ Adauat ❑ Alteration ❑ c-Jingo of Use - A ❑ Prescriptive Component Performance ❑ ENVSTD ❑ m Systes Compliance Option (See tedsionFlowchart(ovo for quaNcations) A" I r5 ace Heat Type ❑ Electric resistance All other (see over for definitions) Total Glazing Area Glazing Area Calculation (fough opening) Gross Exterior Note:Below grade wads may be inducted in the (vertical&over" divided by Wall Area tunes 100 equals %Glazing Grose Exterior Wad Area if they are Insulated to X 100 _ the lever required for opaque wads. — ❑Check tors a ualtp this option and E WoOd meats ad nquinmsrfts for tro Conorat&Uasonry optlan. See Concrete/Masonry Option oedeim Flondurt(ovsr)for quanficatio Er"r requirernerds'or sad"QtaJ "4 assembly in the tell"below. Envelope Requirements(enter values as applicable) opaque ConcretdMasonry Wall Requirements dully hc+ttaflfOOoled space Insulation an Interior-maximum U-factor Is 0.19 Mkftum ftula0on R_„atow Inautatlon an emerlor or integral-maximum U-factor Is 025 9 project qualities for ConcreM Masonry(Vtlon,list walls Roofs Over Attic _ w"h HC a 9.0 MuMwF below(other walla must"teat M Othar Roofs Opaque Walt roquiremsm). Use descriptions and values Opaque Wafts from Table 20.5b in the Code. Below Grade Walls Wag Descriptlon U-factor 'Floors Over Unaonditloned Space (Inducting Insulation R-value position) Slabs-on-Grrde Radiant Floors Maximum LI-factors Opaque moors Vertical Glazing �Qverttwtdt3lazirtg --. --_-- — - ----- .•__ -- —`— -- -.. .__ . ..s . Ma) morn SHOO(or SC) CVerticailOverhead G ;dng $ems (-hcrrtad apaCs• Minimum frrsrdaUon R-values Roofs Over Semi-Heated Spam' -Refer tD SecVon 1310 for quailllcations and requirements Notes: -- .. .--•, l < �. ly9a Wasn()�tun JLaL8 INUMU64Ubllltal utdtyy :,��� ��, .r •�„- ' • • + Climate • - $+lord Edition-June 1.9a 1994 W Vtungle"StAme NOMNder"9MMY CO"ComP"M*fames Project Info Project Address 1 BG So .5q T+1. -D�_ Dam O N T O q 13 ZZ 3 For Building Department Use I Applicant Name: U�I V x M F o SPivC Applicant Address: S Applicant Phone: Project Description New Building ❑ Addltfon ❑ Alteratlon ❑ Change of Use ❑ Prescriptive Fid Component Performance ❑ ENVSTD ❑ Systems Compliance Option (See Din Flowchart(over)for qualifications) Analysis Space Heat Type ❑ Electric Resistance AN other (see over fordefindons) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note:Below grads wells may be induded In the (vertical&overhd) divided by Wall Area times 100 eauals %Glazing Gross Extedor Wag Area if they are Insulated to X ,oo = the level required for opaque walls. 3 tO ❑Cheek h•r•it ua41p 010 option•nd if pMed mew an r•quin -n%for the t.antxst&U-0rl4y option. See Concrete/Masonry Option Dedaion FlowchartecvO forgtauf<csilons.Enter requkements for each gtsa"assembly in the table belOW. Envelope Requirenue (enter values as applicable) Opaque ConerotdMasonry Wall Requlrerttents is Fully hosted tooled space Insulation an Interior-maximum U-factor Is 0.19 Mlntmuan kmdad w R-values Insulation on e)dodor or Integral-maximum U-factor Is 025 Roots Over Attic R--:50 If project qualifies for ConcreIMAasonry Option,list walls with HC 2 9.0 BtuuWF below(other walls must meet All Other Roofs vl.2-1 Opaque Wait requirements). Use descilptions and vakm Opaque Warts R- I from Table 20-5b in the Code. r-- — U-faetor Below Grade Walls Wall Descrlptlon Floors over Unconditioned Space -- (Including Insulation R-value 3 position)) Slabs-on-Grade Radiant Floors — A4& mtsrr LL118 tors opaque Doors . 6 Vertical Glazing Cl overhead-Glazing Maximum SHGC(or SC) VerticaL'Ovemead Glazing SemiSeml-her—. ated space• Minimum Insrdatlon R-values [Roofs Over Seml-Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes; r'^� �' . \ �� ,r,� 1994 Wa 1 gton State Nonresidandal Energy Code Come"' ce Form y wM e • i I H If(j�s Waa*Vern Star.!I* slide ad Eneroy Caw CornpMuroa Fame Seeartd Fdttlon-Jrae loos )ecision Flowchart Use this flowchart to detarmine if pro{oct quailllae for the optional Prescrlptive Option. Prescriptive Option tf not,either the Component Performance or Systems Analysis Options must be used. i A2 Specs rrasr Typs:Faroe pepose of daternw-rrg 0.01 tp amelope Blecalo Aodshnoe sow Bossing systemm attach we sleetne resistance .w.Lnrw"ts.ttN W1vw o two caa.W"oomprlse of war:.MasWV types s/erne M as the p*nary homAng rferefn vCkx&q baseboard.radiant.end .-AN ether specs h*&"WfWA t+e inchmging gas.staid W.oil,and breed air areas were Me WW eiecvto m4l"Mcs neat csoaaty esceeds 11 an mos specs nea"syetarns and those systems Bead in try sweptlon to CStart WRta of gu prat cc cow, Goer arcs. Eaoapltsn:Heat pumps and r_r &M"M4 (conawed at right) lerrnkul elseols reeisurrs I MWV In vadable sir volume dietnb~ systems. aaeNie Resistants no Heat? yes AN Masonry AN wallas R 19 all Crhe iaa OK aY C+kens OK walla R-24 rebore no (below) yes Yet (below) no ulalion) Yes no no yes _ <10% <1Ox r <20% luwt ro no ee no no lalf you I yes Yes ----�AN IrUVAIdon krsulled7 AN InsuWfon kadabdt AN knuladon Mntaded? AN kwAsdon Y1ttLNlsd? Qpaquo Wdfs R_IG Opaque waft R11 Opaque Walls R-2 Opapw Waft R-2 N®low grade waft(04 R-12 Matatvy wens(irtt) U-0.1 Masory walls(4x) U-0.1 SMOw grade want(erd) R-12 B.kow grade wane(0&0 R-19 Masonry""a(odwr) U-0 Masonry waft(ottxr) 11-0 Salver grade want(otrtr)R-24 rafts over attics R- Below grade walls(as2) R-12 Below grade walls(erd) R-12 Roofs over attics R �A!I o1Yw rook R Below grada wafts(ot1V)R-19 Below grade wells(otter)R-24 AN odw roots R floors over uncartd ap R 21 Roots over afts R Roots over auloa R Float over uncond. R-0a :5kos-on-gran. R-1 Ail ofler molt AM otVw rook R S eba--grade R-10 1Padiun Nona R-1 Floors aver utoondjp- R-21 Floors over uncond. R.30 RadiisM Goors R-1 Opaque doom U-0.e0 S1ape on grade R-10 Slabs-on-grade R-10 Op"m doors U-0.111110 _ Red artt floors R-1C Radians Noars R-1 GlarlrV CAWa Met;? Opsgue doors "AO Opaguee doors U-0 aw3trig Critata Met? CaLtasng Vert. OH Glazing Cdtelk Met? Glaring Criteria Met? Gh2ir9 Vert. OH Area% U U SHGC Area% U U " 00-15% 0.90 1.44 1.00 Giaang Vart ON (haring Vert. OH 00-M 0A0 OAO 1.00 15-20% 0.7$ 1.40 1.00 Area% U U SHO Ate.% U U SHOG 20-25% 0.00 1.70 0.00 00-OM OAO MIS 1.00 00-10% 0.40 0.10 1.00 yK no 25-ao% OM 125 0.50 0547% 0.80 1.90 0.70 ---- 07-10% 0.W 125 CW y« no no yore 10-15% 0.40 0.90 0r10 no yet Prtearlpwe Perot AGowed i Cornponen hrfortnartes or We..May"Rsg,*W nc:zete/1`,rlaso Option* Wall Heat Capacity HC _ 'if the afea weVted had ',-.�S 3mbty DesclipdW ASW-Tag HC_ Area(all) HC x Area capacity(HC)of the total atone l-.. grade Wall Is a t minimum of 9.0, the Concrete f ► ason ry Opdw may be used. ~For framed walls.assume HC=1.0 unless calculations are pmoded:for all other walla,use Totals Section 2009. Area weighted HC:divide total of(HC x area)by Total Area 1 � 1 � 1994 Washington State Nonresidential Energy Code Compliance Form •tst aemrd ECMbn-Juno 1995 1 W4 wW*%VgWn Soto Nonwrorow iM gy Coom C xnvi&w w Fyrtu. Protect Address t>3� 50 -1 'DiZ Date 5 ace Heat T e Electric resistance All other For Building Oeparvnem Use Glazing Area as;G gross eldatior wall area 3. 6 % Concrete/Masonry Option O Yes vito Notes:If glazing area exceeds mardmum allowed in Table,then calculate adjusted areas on back(over). 0 Concrete/Masonry Option is used.Target U-factors.SHGC and Glazing%will be different than shown below. Refer to Table 13-1 for correct values. Building Component Proposed ILIA Target UA Ust components by assembly ID&page N U-factor x Area(A) ILIA(U x A) U-factor x Area(A) =ILIA,(U x A) U= Plan ID: Sx-4 H .q- h'Z80 2S2 u= Plan 10:® IQXG� 2 - r5 )C BQ too Glazing% EJectnc Resist. Other Heating U. Plan Io:(2) zx8 2 •-15 >< -3 - 24 0-15% o.ao 0.90 >15-20% 0.40 0.75 U= Plan ID:© 3k� j h 21 > Z5 u. Plan ID: 2.20-30% not allowed 0.60 U. Plan ID: >30-40% not allowed 0.50 Ua Plan ID: (see Table 13.1 for Conc/Masonry values) u- Plan ID: cola ue Plan ID: Glazing% Electric Resist. Other Heating F U= Plan ID: 0.15% 0.80 1.45 r'� -5i O U= Plan ID: >15-20% 0.80 1.40 w U. Plan ID: >20-30% not allowed 1.30 ;a U= Plan IDti >30=40!6 not allowed 1.25 3 U= Plan ID:' for ConcNasonry values) U= Plan ID: U= Plan ID: •6 K '1 = -75, 6 o5x 82.6 '- ! Q Us Plan ID: I x '308 = 18 1,g Electric ResisLJ Other Heating 3 L6 Plan I D: Z . 6X 3 q 2 = Z35.Z 0.60 0.60 R.� Plan ID: $ I R. Plan ID: Electric Resist Other Heating T. R. Plan ID- 0.031 0.036 R- Plan ID: .:O$g )K 153g0= $; • -5 x I 8 3 6D =� 9 I O Rt Plan ID: • 034 X 3000 `I d2- Electric Resist Other Has" Ra wan 10: `. Ra Plan ID: • 1 x 8 3 Z i 108ZI .Iq x 10 384 = 14S4.5 R. Plan ID: Put Plan ID: r04, I 3 R. Plan ID: Electric Resist Other Heating Ra Plan ID: Ordinary 0.062 0.14 e Flm, Plan ID: Metal stud 0.11 0.14 R. Plan ID: Conc(Int) 0.19 0.19 R. Plan ID: Conc(oth) 025 0.25 ^Note: Sum of Target Areas here should equal Target Opaque Wall Area(see back) R. Plan 10, t R. Plan ID: Electric Resist Other Haating Q R= Plan ID: Ordinary 0.062 0.14 R= Plan ID: Metal stud 0.11 0.14 Note: If insulated to levels required for opaque walls,gat above with opaque walls d R= Plan ID: R= Plan 10: Electric Resist Other Heating 2 R. Plan ID: 0.029 0.056 u. J R= Plan ID: R9 Plan 10: `7 3 x (4 4`70. . S x 6 4 = .347. 8 R= Plan 10: Electric Resist Other Heating N 61 I R. Plan 10: Fs0.51 F.0.54 I P. Plan ID: (see Table 13-1 for radiant floor values) For CMU walls,inoicate core insulation material, Totals Totals �0632 135777. 4 306 32 For compliance: 1)Proposed Total Area shall equal Target Total Area,and 2)Proposed Total UA shall not exceed Target Total ILIA. ~_ . -_ \ °/ . _� ^v . ` 1994 W._ .ingm State Nonresidential Energy Code Cor 1`once Form e • ' • • I Ilk A"1ee6 SeeeM tcdttlan 'AM w wasranp State Monreno.rmsl Ener�py Cad.Comt�llance Famta • Vertical Glazing Proposed SHGC Target SHGC Ust components by assembty ID&page N SHGC' x Area(A) =SHGC x A SHGC x Area(A) :SHGC x A Plan ID: Glazing% Electric Heslst Other Healing Plan ID: — 0.20ye 1.00 1.00 f Plan ID: Plan ID: >2o-30% ha allowed 0.65 Plan ID. >30.40% not allowed 0.45 _ Plan ID: (see Table 13.1 for Conc/Masonry values) 'Not;:Manufacturers SC may be used in Ileu of SHGC. Totals Totals For compliance: 1)Proposed total area shall equal Target Total Area,and 2)Proposed Total SHGC shall not exceed Target Total SHGC. Orherd Glazing Proposed SHGC Target SHGC vm ... List components by assem ID&Me ff SHGC' x Area(A) =SHGC x A SHGC x'Area(A) =SHGC x A � Plan ID: Plan ID: Glazing% Elechic Resist. Other Heating i Plan ID: 0.20%. 1.00 1.00 t eo Plan IO: >20.309'/o not allowed 0.65 (i v Plan ID: >30-40% not allowed OAS l Plan 10: (see Table 13-1 for ConrJMasonry values) dote:Manufacturers SC may be used In Ilea of Totals Totals For corripllance: 1)Proposed total area shall equal Target Total Area,and 2)Proposed Total SHGC shall not exceed Target Total SHGC. ya rgdtAdjustment Calculations If flee btal amount of area as a%Of Qnoae axbufor wall area(Calculated on ENV-SUM)exceeds the maximum allowed In Table 13-2. then ells calallatefon must be%Axrd bs& Us@ the ms Aft areas in the Target UA and SHGC cxlculatbons above. Proposed Areas: wrrbered valve are used in cabumldfona below. Hoofs overAttics Other Roofs Wale We: Cda7 ing Arut 1:OG= I2 0(- a.� 3:VO= OG■grethesd glazitg Opa +e A rtj n ,: S: 8: V G.vw*W glazing Gross Ederbr Mix Glazing Area Metirn murget WallAres (Table 13-1) GtazNArta 100 = 7: Target OG A rem n Roofs over Attbs Target OG Area h Other Roofs 1: Mot OG Remen' 2: Target VG Area For Ttupel se the circle and use the i 7:_- _ a tenser(circle) _ > — a tosser(circle) = 9: terser vatbes(lath - 7; g: I here and below. Proposed Opaque Ana Proposed OG Area Target OG A rem Y Target Opaque Aroa Foots over Attbs 4: + 1: — 10: = 13: 0"Wr Roofs S: + 2: _ 11: Total Torgst OG Area(awn 910+s 11) 12 Proposed Opaque Area Proposed VG Area Target VG Aroa Target Opaque Area Wals 8: + 3: — 9: 1 there a rrore than one type of wad,the Target VG Area tnay be dstrWed among d MA and separate Target Opaque Areas found. Target values 9,10,11, 13, 14&15 are used in the applicable Target UA calculations on the front page of this form. Target values 9&12 are also used in the applicable Target SHGC calculatlns above. • � ,, �, t �,� 1994 W ''ngton State Nonresidential Energy Code Compliance Form 199-4 WashwV00`!ce Nonre.d.rmv Energy code Camp"ena Tams Second Edison•Jun.1995 Vertical Glazing Proposed SHGC Target SHGC Usk cornpononts oy assemtxy ID&page N SHGC* x Area(A) =SHGC x A SHGC x Area(A) =SHGC x A Plan ID: i _ Plan 10: Glazing% Electric Resist. Other Heating Plan ID: 0-20% 1.00 1.00 Plan 10: >20-Wle not allowed 0.60 Plan 10: >30-406/a not allowed 0.50 LPan ID: (see Table 13-2 for ConoMasonry values) 'Note:Manufacturers SC may be used In lieu of SHGC. Toyls Totals For compliance; 1)Proposed total area shall equal Target Total Area,and 2)Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing Proposed SHGC Target SHGC List components by assembly ID&page Y SHGC* x Area(A) =SHGC x A SHGC x Area(A) =SHGC x A Plan ID: 1 Plan ID: Glazing% Electric Resist. Other Heating c7 Plan 10: 0.209e 1.00 1.00 Plan ID: >20-25% not allowed 0.60 m Plan 10: >25-309'. not allowed 0.50 (_ Plan ID: (see Table 13-2 for ConcJMasonry values) °1W(lte:Manufgcturees SC may be used in lieu of SHGC. N Totals Totals For compliance: 1)Proposed total area shall equal Target Total Area,and 2)Proposed Total SHGC shall not exceed Target Total SHGC. rYfF� s��' � � • :tre total amount of glazing area as a%of gross sAarfor wag area(calculated on EMI-SUM)exr eeds the maximum allowed In Table 13-Z tt�an this cafailatelon,nwst be subrriltted Use the resulting areas In the Target UA and SHGC calculations above. op:,n rsa3: Nxrtwod vakas are u@W h cakuisilotu Wow. Fbols over Attics CgarFWs Wets f%lots: Glazing Area �VG. 1:OG. 2:OG. CG overhead glazing �Ares 4: S d VG=vertical glazing Grass B(tarior Alt Glazing Area Mlxh mTarget Wal Area (Table 13-2) Glazing Arse Target OG Area in Roofs over Afts Target OG Area in Other Rods 1: f�OG Pamw-,ng 2: Tar get VG Area Far Target We. — circle and the �leaser(circle) a 8: �ta.s.r(circle) = 9: te.ser valuesesa.bony 7: f!: here and below. Proposed Opaque Arc% Proposed OG Area Tai et OG Area Target Opaque Area j Peals over Attics 4: + 1: _ 10: = 13: F-- Other Root s 5: ! + 2: — 11: = 14: Total Target OGArss(sum•10+#11) 12: ( P rovosed Opaque Area R000sW V G Ara@ Target VG Ares Target opaque Area i Won 8: + 3, _ 9: = 15: rJote: d r1Mre rs arre than ons type of w all,the Target VG Area may bo dntrtxried artwg tl1ert1 and aepa-at@ Target Opaque Areas found. Target values 9, 10,11, 13, 14&15 are used In the applicable Target UA calculations on the front page of this form. Target values 9&12 are also used In the applicable Target SHGC calculations above. �� w t 1 - _+d 1994 Washington State Nonresidential Energy Code Compliance Form . . s.cond Edaion•Jtrna t cos 1 W4 W,,r*,V ri Side Na+urdandd EMrpy Coda Comgiiema Forma Data Project Address The following information is necessary to Check a building permit application for compliance with the building envelope requirements In the Washington State Nonresidential Energy Code. (nppiicabalry Code tncatlon Building Department j{dicta) Section Component Information Required on Plans Notes `GENERAL REQUIREMENTS (Sections 1301-1314) t 13tJ1 pe Unconditioned spaces identified on plans i allowed { '-- _t3o2 Space neat tYps en Electnc resistance ,yeu o.a-: �yBe ao y Other Indicate on plans that electric resistance heat is not allowed ai ffi po m.a.; 1310.2 emi-neated spacesSemi-heated spaces identl ed on plans it allowed 1311 Tnsulation Iyua un n.a. i31i.i insul.instal atlon Tindicate densities and clearances i yes tw w.a. 1311.E Aoof tceiling insul. Inaicate -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if save vents installed; Indicate face stapling of faced baits yea vo A.A. 1311.3 Wall insulation Indicate -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior Insulation is protected; Indicate loose-fill core insulation for masonry waits as necess: Indicate heat capacity of masonry waits If masonry option Is used or if credit taken in ENVSTD; .Xue oss �::.a•j i311.4 Floor insulation Indicate -value on floor sections; j Indicate substantial contact with surface; i Indicate supports not more ttlan ZV o.c.; Indicate that insulation does not block L airflow through foundation vents iycw xao n.a_j 1311.5 Slab-on-grade floor nd cats -value On oval section or foundation de !I ( Indicate Slab insulation extends down vertically 24'from top; Indlcate,above grade exterior Insulation is protected lyaa no U.A. 131i.6 tfloor Indicate -value On wall section or foundation detail; Indicate slab Irladon extends down vertically 3 r from the top; lsu Indicate above grade exterior insulation Is protected; Indicate Insulation also under entire slab where re('d.by Official f yea su n... 131z Glabng and doors Provide talc u abon of glazing area(Including vertical I and overhead)as percent of gross wall area F-------- Indicate glazingand door actors on glazing and door y mo uo A.a. 13121 U-factors schedule(pvide area-weighted calculabons as necvasary); Indicate If values are NFRC or default,if values are default then specify frame type,glazing layers,gapwkhh,ions coatings,gas Allings yr• no n... t3122 SHGC&SG Tn Cate glazing soar heat gain cos caent or shading coeffldent an glazing schedule(pie area-weighted calculatiorts as necessary) 1313 MOiatUre COn1rC1 yuus ao a.a. 1313.i vapor retarcera indicate vapor retarders on warm side yes oo a.►. 13132 Rooffoading vapin indicate vapor W039i an roo section; ZZf__,_ _ _ Indicate vap.retard.with sealed seams for non-wood strut. 131:5 i an vlapOr raw--d-e sate vapor retarder on wall section yam. no a... 13i3.4 1=Toorvapar Indicate vapor retarder on floor section y.>s ago n.a. 1313A wi space vap.ref. n Cate six m polyethyiene overlapped 1 on ground 1314 Airleakage lyay ur9 a.a. 1314.1 @rtv@I.Soil g rid cafe sealing,quiiang,gasketing,and weatrterstrtppng 14 ri door sealing Indicate weatherstripping 1 1a. b.as ducts ndicate sealing,caulking and gasxeong PRE:SCRIPTIVEXOMPONENT PERFORMANCE Sections 1320-23 or 1330-34 y14 on" elope bum.Form Completed and attached. Provide component performance worksheet If necessary Provide ENVSTD screen 1 output if necessary I "no"Is circled for any question, provide explanation: 1994 Vv jinglton State Nonresidential Energy Code Ca- '4,ance Form M- i• waonnylon Slatlo Nonts"W-al Enargy Co"COMOUnGG FOMW SOOOnd EdOw•Jun•t9D5 _:.lvef ope - General Requirements Unla gisa"g and doors shall be assigned the default U-favor in Section zoos. 11 Insulation 1312.2 Soler Heed Gain Coefficient and Sharing Coefficient:Solar `311.1 Installation PAquirernents: All insulation materials shall be Heel Gain Coefficient(SHGC),shall be denermned,certified and labeled Utalled according to the rranufachmiar's instructions to achieve proper in accedence with the Natlonel Fenestration Rating Canal(NFRC) -,onsities,maintain Waranaes,and maintain uniform Pmdues.To the Standard by a corded,independent agency.liarhsed by fhe NFRC. iwmum wMrit possible,nsuladw shall extend over the full oattpa a motion: Ong coa}ftcierts(SC)stall be an acceptable sa to the inWNded R-tralue. alternate for corroiance with solar heed gain coefficient i.s 1.2 Roof/Ceiling insulation:Open-blown or poured looss-1l0 rwprerrterr. Shading coefficients for gleartg shelf he taken from :.-M, n may be usc3d in ciao spaces where the slope of the calling is Chapter 27 of Standard RS-27 or from the manufacturer's test •,.:t more than 3112 a-d there is at least thirty inches of deardistsnce data ,n the tV d me b atforn chard of the truss or ceiling joist to the 1313 Mdsturo Control F.kirs da d"stwith ing at the roc!ridge.When eare vents are �Jkd baffling of the•,ert openings shall be provided so as to deflect 1313.1 Vapor Retarders:Vapor retarders shall be installed on fhe warm ,a incomng air abm*i the surface of the insulation. We(in winter)of Insulation as required by this section. Mere lighting foduras are recessed into a suspended or exposed grid Excapdon:Vapor retarder Installed with not more than 1/3 of fhe Gng,the roolkeitim a_sserVy shall be insulated in a location other than nominal R-+value between 9 and the conditioned space. ;,reedy on dv suspended cafing. 1313.2 Roof/Csiling Assemblies:Rod/ceiling assemblies where ftte ca-ption: Type IC rated recessed lighting fUdun ventilation space above the insulaton is less than an average d twelve roof N`tere instated in wood framing,faced Batt Insulation shah be face int:hes shall o provided with a vapor retarder..of r d/o nor assemblies •^,. wfUhart a vented airspace,where neither the deck no the roof structure are made of wood,shall provide a continuous vapor retarder i 1 1 Wail insulation:Euerior wall cavities 6:+;,led during irartrrg with toped seem -J r:3 fully insu j to the levels of the surrounding walls.VW= Exception:Vapor retarders need not be provided where all d r.a3e d in vowl framing,faced bat insulation shall be face stapled the Insulation is installed between the roof membrane and the :>bma yraoa nzanor insulation shall be prr4oc!nA structural rod deck 1.4 floor Insulation: Floor irLsulaticn shall be installed In a 1313.3 Walla:Walls separating conditioned space from uncor6eJoned :.;r,urW9 n%vnrxhr to suns nul contact with the surface being iatrialed space shall be provided wiM a vapor retarder. upon supports stW be installed so spacing is not more then twenty- 13134 Room Floors separating conditioned space from unconditioned ';+_r inches on center. Installed insulation shall not block the airflow ;:��racrgfl foundation vents. space stag be provided with a vapor retarder. M 1.5 Stab-CS i4 tie Roor: S4zDcn-grade insulation Installed tnakle potyee Crawl Spacappres:Aground corer d six and he(OL ground inch tttiin blade .,,a kxndatian wall shall exand downward from the top d the also a p0 ' The°f and ov e�shall a laid O1 of the grand with it crawl :riir um dlsstarxae d twerey4ous Inches or to the top d the toolktp, •Tt10 9rrxnd corer shah be ridetitn W twelve khcthe5 minimum at r hevhat is less hsuiabm ihsfelled outside the fou rxtdlon afhd extend the Joints end sthalf extend to the fotrndation YYBL r,,vnwerd a minimum of twerhty-farr Inches or to the ftodh%wthidhever Exception:The ground cove'may be omitted In crawl spaces rr W7.Above genie insulation shelf be protected. M the crawl space has a con vte slab Boor with a minimum Ext*q tfon:For maxOtic slabs,ftte Insulation shell emend 1111dQ1ess of three and one-half inches. doowhvvard from the top of the slab to the botborn d the footing. 1314 Air Leakage :;!,114 Radiant Floc a(on or below grade): Siat}on-grade itsuletim 1314.1 Building Envelope:The reg Nsir tents of this section shell apply ;.;il Wend dovot yard from the lop d the slab a minimum dlstanc"s of to wkfirhg elerreras•,operating conditioned from IrhwncGtfoned spaces ty sx in4 or domwmt to the top d the footing and a aimnhal for an EAvlo►Plants around wind°I^s and door frames,openings between wafts _;:;negate of not less than thirty-sbc inches. and k ndadm between walls and rod and wall panels;openings at of if rw-peed by the building dfldal where sod conditions warrant with cow openings iri the t bu ig wveiooe shad d,sealed,cauke all :. tScrt the entire area d a racbm fl=shell be tttamnelly iedofed from gaskated,orwadwsroped to lmk air leeks9a. r r-IL where a scat gas card system is provided belovirtherar3artt which results in increased convective flow below the radiant boar. 1314.2 Gtazin9 and moors:Doors and operat>tie gtazing saparating radiant floor shall be tt+ermaly isolated from the su l>floor gravel lw ocnftcr ed from urtoad9tiahod space shall be wasthersrtpped.Road Giaang w 0 Duos windows shall be tight fitting vlMh glass retained by slops with seefartt or eau lldng all around ,21 5t_w&Nrd Procedure for Determination of Glazing and Door Exoeptiom Openings tug are required to be fire reststartt. lNactors for giaang and doers shall be detomind oerdfled t.:!tea in aeee:rdehoe with Standard RS31 by a certified 1314.3 BUIdIng Assemblies Used as Ducts or Plenums:BLAWng JKt sn agency licensed by the National Fenestration Re"Caund assarb as used as ducts or plenums shall be sealed caulked and 1 f1C).Compliance stall be based on Model Size AA or BB.Product gasle>oad to limit air leakage ..rrl�les used for U4actor determinations shall be production Ilse units or s serttative of units as purchased by the consumer or contractor ��*� _ s 1994 Washin State Nonresidential Energy Code Compliance Form f - ; i 9s+Wuntpton s.eond Edtlo •Jum 1oYS blare WnndduulN gnaw Cade Compiwnca Forms n Info Fp-roject Project AddressDate For Building Dept Use i Applicant Name: I Applicant Address: I Applicant Phone: j Project Description i[13,nofty describe mechanical system type and features. _`—� _ ❑ Simple system ❑ Complex System ❑Systems Analysis Compliance Option (see Decision Flowchart(over)for qualitications) �V~ - The following Intorrnatlon is required to be Incorporated with the mechanical equilINDS i schedules on the Equipment Schedules plans. For projects without plans,fAI In the required Information below. Coolie E ui mint Schedule �-- osA CFM sEER F p I and Name' Model No.' CapaW Total CFM Eoono or EER IPUI° Location ID Br , 'Hem atin Equipment Schedule OSA chn Equip. Brand Name' Model No.' Cape W Total CFM Eaono Input Btuh Ot ut Btuh Eflidenry` i I f I Fan Eta Hii2rnent Schedule Equip. fY ID Brand Name' Model No.' CFM SP' HP/BHP Flow Control6 Location of Service Ii r if availabie. 2 As tasted accoraing to Table 14-1, 14-2 or 14-3. if required. `COP,HSPF,Combustion EMtdenc y.or AFUE,as applicable. s Flow control types:VAV,constant volume,or variable speed. ,.. ,� ,. � � � ..s 1994 V� ington State Nonresidential Energy Code Col- •t ance Form `��' ,;',,p` ; dek 'r' '.1 : • . i',`Ld WeAhbsom htW NanmddeftW&espy Cox CompUnm FORM 800ond EdNlon•, 193 :Vstem Description If Heatlng/Coo&V ❑Constant vol? ❑ Air cooled? ❑PadM9ed sp? ❑<54,000 Stuh Section 1421 for full descrtptlon of or Cooling OnIY or 1900 cfmT Ae Sec ❑Split system 7 ❑ Economizer Included? l SIrnple System quaNcetlons. If Heating Only. ❑ U=dmT ❑ <7W.outside alr? „}ecision Flowchart Use this ftovvdwttoo determirw tf project quaunes for Simple system option. If not either the Complex System or Systems Malyels Options must be used. Start I System Type eadn Cooin nstan \ or Cooling Only olume no yes Heathy Only r Cooled? t%O no s' yes Reference Sec. 1421 ackage yes temno s nc. .000 Btu Split 1900 chn Ism no no yes yea Includes Econo? Reference Oc)0 Btu no yes Sec.1423 1900 cfm no yes Simple System Allowed Reference Sec. 1420 Use Complex Reference System Sam 1430 't2tIY Ie7E StBIItS Refer to MHCH-COMP M &MIcal Complex Systems for asatstanca in determ"whldt Complex y 'Systems roquiranertb are applleaMe W this prolect. �� � � �' M► 1994 Washington State Nonresidential Energy Code t,ompuanaa ruiin H.caw EdM3a+•June 1996 +1 yW wwwigton state Na n-d-aal 6nonjy co"C,*"r s FaKn4 1._ Date "Project Address it applicatlon for a For BuildingDepartment Use The fallowing additional Information is necessary in the Washingtonc � State Nonresidential Energy Code, ties system for compliance with the meduu tcal requirements the checklist as a reference for notes added to the mechanical drawings(see the MECH-CHK checidlst for additional system requirements). This information must be on the plans since this Is the official record of the permit. Having this Infonnabon In separate specifications alone is NOT an acceptable altemntive. Location Building Department Applicability ��]�eftt (Circle) Infonnatlon Required on Plans Notes ADDMONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY 1431.1 Field assem.sys Pruvibd calculi ons 1432 Controls yea oo n.a. 1 eta tit to SeparaeS 0W 0 a On On plans 14aU emp.reset control ya, m ,,.•. 143 l r systems Incticate automatic reset yes no A.AL. 143222 Hyaronlc systems Tnoicate automatic reset yea m 0.49 14M Economizers Indicate economizer an equipment sc edule or provide calculations to justify exemption yer m e.a. 1434 rate air sys. separate systems on plane yes no n.a- 1435 tit.htg.&cig. that simul eoub heating an cooing is prohi ed. unless use of exception Is juatffled 1436 beat recovery indcate beat recovery on pans: complete and attach heat recovery calculations motor of cc or Equip.Scneciule schedu ea ency 143a , VarWne flow Sys to v8 9 now on pump I no" fs c1lcled for any quesiion, prov a exp anat on: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems option apply to the project. Refer to the Indicated Code seams for mom complete Irtfomtatlon on the requirements. Start Here i Section 141Ll Equipmau Pei sia Mat Tablet 14.1 dvou h 14-3 Serllm 1431.1 Plaid. Ya :5-- Aucabled of Todu Enerm EgtUp�? Output Rapdred No� of KW Seettaa 143ZZ1 Section 14JZ2 yes No Air yes Yes �y Air Reset Hot Wafer Supply Hewing Sy— Scmna Cannols Teogermre Rama cdowerTbae Multiple Required Controls 600 000 Ho ttih7 r No I (continued on back) �.c�, -. i"' '1 i�I� K_. �` �• e 1994 W )ngton State Nonresidential Energy Code Cor*-ft ance Farm f t a�W rdriq�an Sutr NauMd�nYr E�wpy Cody ComOMu+o�Forms S�ootW EdltlOn•duM 1995 (contnued 0 from front) Mold- seed"147E Floe rAdeeey No speed No Maas Mad Mad Wdeded In Equfpw Mom in■ llmels is Ikrfarsaeea MWd.wmd Table I" Rados? Symm? Y" Ya Yet �> Y. Hedna! ELa¢4a H=dtlt 2m= Coalios io aao TYP■ Blab? padsµ No Noklmmic No r 3aedoal4lU Seed"1417.E Mud beMoMadag !led Fumy >7?SA00 Yesor m ,... UA Ca■beadon CW-ity7 Comola No 14 UJI Peo<de SO�i�p:oxaeor Hem Pomp cb�&OM �ers Supply Air> er Seed 14M MW CFM! Ya 3n Fdadve Omakk A4> llad Romwery 70%? 3v Regaind i C-Aim Ye Acbovvd No CAO&9 No Tod Hldp No Cechy> R—M-p Gpedry> Capedry> 34ma bpi? Uir? 1mb? I40M•Ah? No Yes Yaa swift UU Air S" 8oceo•iaer Ragind t a Foos v Ys V 1PIsi. >IO I u Dniea tl No Setd"LW pao powmd YOe VAV Terminal Void Sydem? Roclaked No Bolero■143E ^_ Simuhaeeoea ✓VQC Heedo�! Codle�Adiibimd _ �--� .,. �, •, � (r � ..�� 1y�4 VVaSnulywil Jtate Nonresiuunual tneryy �.uuu ' Ul11P1,ant.,U r k'i- 9 ® ors MECH-MOTI Second Ecomm-June 1995 j 199+Wwinet non Stew knnmeMwmel Energy Code COmouar+Ce Forme iProject Address Date Complete the following for all design A&B squirrel-cage,T-frame induction permanently wired polyphase For Building Department Use rnetors prom 1 hp to 200 hp having synchronous speeds of 3600,1800 or 1200 rpm(unless one of the exceptions Wow applies). L.. . Motor Mln.Nom. No.or Type Synch. Full load Location HP (open or dosed) Description of Application or Use Speed Efficiency 1- 'Minimum _Nominal Full Load Efficiency L -----1 � Open Motors C.osed Motors � � -- 1. Motors In systems designed to use more than .ry�nrtrvus� Sewed LRPM� 3,000 1,800 1,200 3.600 1,800 1.200 one speed of a mufti-speed motor. r HP Efficiency Etflden 'A 2- Motors already Included In the efficiency 1.0 _ 82.5 80.0 75.5 82.5 80.0 requirements for HVAC equipment(Tables 14-1 or 1.5 82.5 84.0 84.0 82.5 84.0 95.5 14-2). T 2.0 84.0 84.0 85.5 64.0 84.0 86Z 3. Motors that are an Integral part Q.e.not easily 3.0 84.0 86.5 88.5 85.5 87.5 87S 16111ov and replaced of specialized process _5.0 85.5 87.5 87.5 87.5 87.5 87.5 sWpment Q.e.equipment which miukes a special _ 7.5 87.5 88.5 88.5 88.5 89.5 89.5 motor,such as an explosion-proof motor). 10- 68.5 89.5 902 89.5 89.5 89.5 4. Motors Integral to a listed piece of equipment 1 a 1 89 5 91.0 902 902 91.0 902 for which no qualifying motor has been approved 20 90.2 91.0 902 902 91.0 902 Q•e.If the only U.L listing for the equipment Is with a 20 91.2 91.0 91.0 91.2 91.4 91.2 low-etflcient motor and there Is no energy-eHldent 30 91.0 92.4 92.4 91.0 92.4 91.7 motor option). 40 91.7 93.0 93.0 91.7 93.0 93.0 50 924 93.0 93.0 924 93.0 93.0 F&motors claiming an exceptioon,list motor and j 60 I 93.0 93.6 93.6 93.0 93.6 93.6 note � n applies. 75 _ 93.0 94.1 93.6 93.0 94.1 93.8 _ 100 93.0 94.1 94.1 93.8 94-5 94.1 125 93.6 94.5 94.1 94.5 94.5 94.1 150 93.6 95.0 94.5 94.5 95.0 95.0 200 94.5 95.0 94.5 95.0 95.0 1 95.0 r �* -�, ���t r?E � 1994 Washer on State Nonresidential Energy (-;oats �,0111 uall,u ! Q • . sacorW Ede" -juno loge 1"A waankVan Slat.Nonn.daMtel Ene,Oy Cod.Como"ms Fame DataPtalect Address The following Information Is necessary to check a mechanical permit application for compliance with the mechanka!requirements In the Washington State Nonresidential Energy Code. Ipplicabiltry Code LocationBuilding Department (cirae) Sectlon Component Information Required On Plans Notes HVa�R� N (Sections 1 y-1 24 1411 Eqpmt pe ormanca ye., a.a. 14ti.i Minimum efficiency qulpment schedule wim type,capacity,a aency yes no a.A. 1411.1 kg.oloc. tg, 9 List neat pumps on schedule 1412 contro s yea ao a.M. 1412.1 emperEIUW Z06CS TndiCatS locations on plan3 (yes no n.a. 1412.2 Deadband control ndicate ea degreeddban minimum 1412-3 HumiUity controi Falcate numidlstat iye m a.a. 141L4 AUtOMMIC SemaCk Indicate mermostat with night SeMaCk and 7 diff.day types y4a no U.A. 141 . .t mpers n Icate damper m tion and automatic controls �— Indicate microprocessor on merrnostat schedule eye. no a.a. 1412.5 eat pump control ye. 141Z b mbustlon tg. Indicate modulating or staged controi Y.. oo a.4- 41 lancing Indicate balanang eatufes On ens ya m a.a. 1422 Thermostat=ad= Indicate mennostat mtertoclk On pians 1423 Economizers Equipment schedule 1413 AIr economizers }ya no a.—AL.I 141 .1 ration n tot .capaoi ity on schedule y■ no n.a. 1 a 13. Control ndlcate controls ab a to evaluate outside air to capabi rtia cool n ye so a .. 1413.J ntsgrated nY Pa 9 1414.E Ducting SYS1e I yws no a.o.l 14i4.i Duct sealing Indicate sealing necessary yen no n.A. 141a z Duct Insulation indicate ue of Insulation on duct yea oo a.m. 1415.1 P ping insu non Indicate R-valueofinsulation on Piping eyed no n... 1424 Separate air sys. nd to separate ems on ens y+ do FAec1.Sum.Form atta Equipmentschedule types. Input/output,efficiency,ctm,hp,economizer ATING A tons 1446Z1 1440 Senilco water htg. yea no a.A. 1441 Elec water neater n cats -1 nki on under tan yea m a.A. t Shut-off controls Indicate automaRc-s-hu-t--off- 1460 Heated pods yes no a.a. 1462 Pod water heaters Vdicate not a ectnc resistance y ou no Q. 1453 Pool treater controls Indicate and agree con yea, no A.a. Pool covers n to vapor retardant cover a no .a. 1454 Pools go+degrees no Cate -t Cover "no""o circled or any question, provide explanation: fi,•., �`� � � e, -w 1994 W, ngton State Nonresidential Energy Code Com^'lance Form ` IF s,5 ss��� 1I2 +'lieZ3ii )Rl Seoom Edrbn-June 1 see c w wrkiaron Stale Nw"eldenNv Enaepy Cosa Compliance Forme �r�chsniCal - General Requirements 1413.3Integrated Operation:Building Heating Energy:Air g ecoromiaers shall be capable Of pmvKf+hg pwtW cooli^g evert when 17 Controls additional mechanical cooling is required to meet tho remainder of the 21 Tem�xrsture Crxhtrole:Each systems be provided with ts cooling load. CorArohs shad not p��the econommir operation when ,t am tamParatunj con"dunce.Each zone shall be controlled by fneCt7afniCel��is���arcrnritsrheously. °,,< re1 thxwrr h;tir_ic carrttvk2 respond ng tc temperature within the zone. Exception: Economaers on individual,direct eg anion,oodlng :a mirtinurri,serh floor of a building shell be considered as a separate systems with cApecities not greater then 75,000 BtuRh may e 'uticlude controls that Iun4 simultaneous operation d the 412-2 Deadband Controls•When used to control both comfort hosting loe formation R�r and mechanical �far the purpose d preventing h�trxhdirx), con th-jnrostrtbc cortrds shell be capetAs d a deedbard of at ke fdrrrnetion an cooling cods. at 5 osgrars F vntthvh wtvch the su"of heetlrg and coding anetgy to 1414 Ducting Systems �v wire is shut off or reduced to a minimum. 1414.1 Sesling-Duct work which is designed to operate at Pmswrss 'rYt.Ylprl rl't-i; above 12 inch water column static pressure shall be sealed in accordance t. Sae-:sl occupancy,special usage,or cods requitamisn s where with Standard RS-1& EnQent of searing required is as follows: cimcoard controls are not appmprtme. 1. Static preaaure: 12 inch to 2 inches;seal transverse joints. 2. Bulijidings coniplying with Section 1141.4,9 in tine proposed budding energy analysis,heating and cooling 2. Stolle pressure: 2 inches to 3 inches;seal all transverse joints th>srmoatat sogxolnts are set to flee same tamperabxe and final tea• between 70 degrees F and 75 degrees F inclusive, 3, Static pressure: above 3 inches;seal all transverse joints, and assumed to be constant throughout t the year. kingiltsli nal seams and duct wall perxtnibons- 3. Thou,x.:its that require manual chengeow between healing final an!constructed as pad d the and coding modes. 14142 lruu latlon:Ducts and pbrxrtts buidi ng envelope shall most tt»requirements of Chapter 13. Other ducts !412 3 Humidity Controls:If a system is equipped with a means for and plari+m yip be themnndy insu LVM per Table 14.5. Ming momure,a hurnidstat shad be provided. ExoWd one 1412_4 Setback and Shut-Off:HVAC systems shell be equipped with 1. soli"the HVAC equipment. :_ umatic controls capable d accomplishing a reduction of energy use i ccVh control sodAck or equipment shutdown during periods of non-use 2 Exhaust air ducts not subject to cord -100rt. a!ternrwe use of Me spaces served by the system.The automatic controls ,a EVa ducwOfk vAtha1 a space that serves the specs only. ;i>cnJl navo a mirdrnum seven-day clock and be of being sal for ,mot diff®wrrt dahy types per week. 1415 Piping Sylstetra i!xrar»Jorw: 141Ll Irm ladam Piping shall be thetmely insulated In accordance wdh. Sysmne serving areas which require continuous operation at the Tails I" same temperature setpoint. Etooleptlom pOg installed wilflin unitary HVAC equipmlart. 2. Equ7 r,ait-nth full bad demands of 2 kW(6,828 BhrAn)or teas j may be oonuoded b�nseddy acoesskble manual dB- Water pipes cuts fde the conditioned epees shall be ins, in rieted 1 hour cormols. accordance with Wststwtptan State Phartbvnq Code(WAC 51-26) 1 t.4.1 Diu»pom OtAsidn air intakes.exhaust outlets and relld ot.Aft x.rwg oondAkrorl spaces sMll be equipped with danpera which class 1420 SIMPLE SYSTEMS(PACKAGED UNITARY EMPMENT) :.ncvnvdcaAy y ten the system is otf or upon pourer failure. Stair shaft and shall be o d .sY,#nr sheft errole relief oponings shell be equipped with normally open 14Zf Syatarrs Tip.To qualYy a a sitthpla System shall thkUhlj m. These dampers shell remain doted in nomtel oparatlon ta1111 to fG10rillifto ms r void by the fire afarrrt system or other approved smoke detection a Air 000lad conStark vdunr packaged equipment,which ptovde system. hosting,cooling or bath,end reWre tiny Maternal cwxvw w to duct work and magi services. 1, Systems serving areas which require conbrxrous gxnd on. b. Air cooled,constwit volume split systerns,which provide heating. 2. Combustion air inOskes. omling or both,with cooing capacity of 54,000 Buihh 1412-5 Heat►w np Controls:Unitary air coded hest pumps shall irrcJude or less. rhicroproeassor ax ols that minimize supplemental heal usage during C. Hsatlng cry systems which have a amity of less then 5,000 y-af t-urp.set-up,and clef roar conditions. These controls shall atiti!IF A I I cm or which have a mar;runt outside air supiply of re-Lid for hear arid use oornpnmsion heating as the first stags of heal. lees than 70 percent of the total air circulation. rhtnois"- iodinate when supplernerttal heeding is being used through A rresuhs(e.g.,LED indicators). I dUnan systems shall oompywith Sections 14301hrougFt 1438. 1412.8 Combuadcn Hi eting Equipment Contrvb:Ckimbustion heating 1422Con titlehea In ting tand�000lilindorurol requinserve t e Section 1412, ra ra x tipma rii w'Ah a cepar ty over 225,000 Btwh shall have modula*V or where ate S she be `^^^"ti�4rrOVO larva rho Salts to heating id 1,x�+d canbursrion acrhtrol. sons,rirrmnoatras shah be itteriocaed to prevent tirxdtaneoara heating and coring. Fyc uRScn t: 1. BoiFers. 1423 Ecorwmfzar reh s:Economizers eating the requirements d Section 2. Bdiors.Radian Homers. supply shell be ihatafded on Pecraged roof top fir-mooing units having a supply ospaorry,d greater than 1,900 cm or a total 0006N capacity greater d 17-7 Balancing:Each air supply outlet or air or water terminal device then 54,000 BhrRL ,!,-JI have a means for,balancing,including but not limited to,dampers, d vvi8noud an urm economizers shad not oxceed !orrperawm and pressure connections test conneons and balancing vetoes Tin. y 240,000 BhYh per building. IA13 Air Economlzera 1424 Separate Air Distribution Systems:Zones whth sPecid Proceas t 5ia.1 Opmmlon: Air economizers shall be of aurtomati aly modtrlaltrng terrpermum regtsremems andlor humidity requirements shall be served by %,mide and tenon air dampers to provide 100 per oar, d the design supply separate air dstrRwoon systems from thwose serving=roes requiring only ,xr ze,artsidrr sir to reduce or eliminate the need for mechanical cooling. oorttdR conditions. .t 13.2 Conrool: Air eoomm¢ers shell be controlled by a control system c-,Pable of deterrrining it outside air ran meat part or all of the buddir4a ,-.xolin9 loads. �� � t. 1994 Waship^ion State Nonresidential Energy Code Compliance t-orm 1 , SOCW W dMon.June 19H 193+W�uMngton�t•a NauOMOM�dd HMIyrCOd9 CampMne�Fomu - - -"J- ProjectAddress Date Tl•Oject Info For Building Department Use i Applicant Name: Applicant Address: III Applicant Phone: ect Uescription ❑ New 0 Addmon ❑ Alteration r-- .. ❑ Prescriptive ❑ Ug"Power Allowance ❑ Systems Analysis Compliance Option _- (See Ouallticatlon Checklist(over).Indicate Prescriptive&LPA spaces dearly on Plans.) Q No changes are being made to the lighting Alteration Exceptions (check appropriate box) ❑Less than 6o%of me fixtures are new,and Installed Ilgttting wattage is not being increased Maxim_ u_m Allowed Lighting_Wattage (Interior) Ltlkxt Allowed (flocertokml no.) Occupancy Description Watts per fe" Area In fe Allowed x Area I`- - "From Table 15-1 (over)-doaanant all wmeptiorw taken from fOOrtOt" Total Allowed Watts ProFosed Li hting Wattage (Interior) (May not exceed Total Mowed Watts for Interior) r Number of Watts/ watts I(flea/rbrrn no.) Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for interior Total Proposed Watts Ma.-dutum Allowed Lighting Wattage (Exterior) Mowed watts Area In fe Mowed watts �,ocisti«, t3escrfption per fP or per if (or d for perimeter) x fe(or x if) Covered Farldrig 0.2 W/W Open Parting 02 W/fe Outdoor Arises 02 We 63 (by facade) o2s w/fe Bldg.(by Perini) 7.5 W/If Note:for building exterior.choose either the facade area or the perimeter method,but not both) Total Allowed Watts Provosed Li hting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) ---`- Number of Watts/ Wad Location V -- Fixture Description Fixtures Fixture Proposed Total Proposed Watt may not exceed Total Allowed Watts for Exterior Total Proposed Watts �� en `` ) .. 1994 WE,� gton State Nonresidential Energy Code Corr " nce Form i•f e f 4+!! Y //� a 4 uau m.,Nf�anengton State konrewormw Energy Code Comon Fou 3e0or10 Etta°ort•Jute leis ~-� ❑ Warehouses,store areas or aircraft storage hangers ❑ otter i tt:scnPtive Spaces Occupancy :>alification Checklist Lighting Fixtures: ❑ Cheep here if at least 95%of fixtures in the space meet all four atteria: If acojoat"type is'Other'and fixture -iwar id cnwi:ad,ilia number of fixtures to 1.Fixtures are fluorescent,non-lensed,with only one or two lamps,and .-o space is not limited by Coda. Ctearty rta theca spacoo on plans. If not 2.Lamps are T 5,T-8,T-8 or PL,and 3.Lamps are 5-50 Watts,and .,ifisd.do t-nA C.,ucufatwtta. 4.Ballasts are electronic ballasts fable 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting _ LPA' LPA' (W/ft) Use' (Wi t) _ Painbrv3:ws�diny,aupentrv,machine shops 2.3 Police and fire stittions' 1.2 Barber sncos.beauty shoos 2 Africa(atriums) 1 -- Hertel bant:ueVccnfemnce'exhibibon halt''' 2 Assarribly snaees' auditoriums.gymnasia'.theaters 1 Laboratories 2 Process plants 1 Aircraft ropeir harigars 1.5 RestaurantsAmn' 1 Celetemas fast food estaUlshments' 1.5 Retail A'0 1 Fax tort-,worltshops,handing arwis 1.5 Retail 1310 Retail banking 1.5 ' Gas sbr km,auto its ' 1.5 Locker andfor ttixxw facifltfes 0.8 r_ T Institutions 1.5 Wareharses" areas 0.5 Ubrarit"s 1.5 Aircraft storage hangam 0.4 Ntaslttg homes 1.5 P s«a.rar t`n Wholesale stores(pallot ruck shot rlo 1.5 r Mall Concourses 1.4 Plans Submitted for Common Areas Onl r8:tx�als txrkltrt�s,school dassroorrts,day care centers 1.35 Camrrfan area,corridors,lobbies except mall concourse 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 _ vtwo_ 1t9nys,offionJaarrtrustraM areas in facilities of ,-cr Lt9e types(Including but oat Ilmited to schools, 12 lr--wit&K .ions,museums,bans cs,cfturchtts)47'" ` Footnotes for Table 15-1 In cases in which a use is not mentioned specifically,the Unit PowvrAllowlanee shall be determined by the building official.This drterminati on shall be based upon the most comparable use specified in the table.See Section 1512 for exempt areas. 2 The watts ner square foot may be increased,by two percent per foot of ceiling height above twenty fact,unless specifically directed athervnse by subsequent foomotes. Watts pci•square foot of room may be increased by two pet per foot of ceiling height above twelve feet. For all other spaces,such as seating and common areas,use the Unit prior Power Allowance for assembly. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. i Includes pump area under canopy. In cases i n which a lighting plan is submitted for only a portion of a floor,a Unit Lighting Power Allowance of 135 may be used for usable office floor area and 0.80 watt per square foot shall be used for the common areas,which may include elevator space,lobby area and rest rooms.Common areas,as herein defined do not include mall concourses. For the fire engine room,the Unit Lighting Power Allowance is 1.0 watts per square foot. For indoor sport tournament counts with adja=t spectator setting,the Unit L'ghdng Power Allowance for the court area is 2.6 watts per square foot. For both Retail A and Retail B,light for free-standing display,building showcase illumination and display window illumination installed within two feet of the window are exempt Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot.Ceiling mounted adjustable tungsten halogen and HM merchandise display iiluminaries are exempt. Retail B allows a Unit Lighting Power Allowance of IS watts per square foot,including all ceiling mounted merchandise display luminaries. Provided that a floor plan, indicating rack location and height,is submitted,the square footage for a warehouse may be defined,for \- compuo ng the interior Unit Lighting Power Allowance,as the floor area not covered by racks plus the vertical face area(access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 1994 Washinnton State Nonresidential Energy Gooe �,ornpuance rulm mallsr , • second EdMw•June 1295 i73a Washnalon Stale Nomerademlal Eneryy Code Comp"me Forms Project Address Date Use this form i,you are claiming any calling height adjustments for your Ughting Power Allowances for Interior lighting. The Occupancy Description should agree with the'Use'listed on Code Table 15-1. Identify the appropriate Ceidng Height Limit(9 feet.12 feet or 20 feet) on which the adjustment Is based. The Adjusted LPA Is calculated from this number and from the Allowed Watts per square foot. Carry the Adjusted LPA to the corresponding'Allowed Watts per ft2'location on LTG-SUM. Adjusted Lighting Power Allowances (Interior) Lc atlon Allowed Ceiling Height Ceding Height limit Adjusted LPA (floodroom no.) Occupancy Description Watts per fts" for this room for this exception' Watts per ft2 ... I From Table 15-1 based on exceptions listed in footnotes - -.. 4 f�-- 1 1994 Wasnington Slate Nonresloenual r-nergy k,uud `W. ' • S.rona Eason-June 1990 (i 994 Wa4hWgMn srU*Plw me wwm emrgyCod■C&n9ftM■forwA [Project Address pi The following information is necessary to check a lighting permit applkatlon for compliance with the lighting requirements In the 1994 Wasnrngton State Nonreslderttlal EnArgy Code. r Location Sukkg Department Applicability Code (drde) Secn Component Information Required on Plena Notes UGRTING CONTROLS tlo (Section 1513) awa ao n.a. 1513.1 Local oontrwaccess Schedule w+ type.Ww to ttonS yae m a.A. 1513.Z Area oontrMs mum limit per awttCh 1513.3 t Zone COrttlt)1 Ule type an eatures,In cate dons ya■ ae n.•. vertcM glazing M773atev&ticai g=ng on plena yes no g,•. overhead qLazing cate ovemead glazing on plans I yg�=a,a. IS15.4 ,s aye 19395 seParate oor=IS 151:f.5 Exterlor snot-om Schedule with My eatures.i tH location r �, a,•, a met wi awp In to loco yva = a.a. )pnotocal. Indicate locaDon 1513.6 Inter,auto shut-off 733m iocatbn yna rc a.•. 513.6.1 a occup.sensors Sdiedule with type aM,Yee na n.a. 1513. 2 T auto.swr e3 ed a wro type eawres -uP.override caPabi sty; ndicate size of zone on plans IdR ctlons1520-22or19J0-321---- Ughting Sum.Form Compieted and atta Scliedule with fixture types. ps, .watts per fixture "CMect in Yea 04 1 motor efliclency or qu txnent Schedule with hp.rpm.a ency !f no s c rcforany question, provide explanation: N �� �, 1994 W ;ngtor State Nonresidential Energy Code Cor Vince Form d:,' ► c • vuntr^gton Staa NowuadwrMW Energy Code ComPMACS Rama Second E~-Ju'>.1-5 1:z hti n General Requirements timer,pr+«�i,or a Combination of timer and photocell.Automatic time q switches shall afso have program back-up capabdities,which prevent the a 1ghting Controls loss of program and time settings for at least 10 hours,if power Is l ;.1 L=W Control and AccmWbdity:Each space,enclosed by walls •:a;ding-height partitions,shall be provided with lighting controls located 1513A Automatic Shut-Off Controls,interior.Office buildings greater that sWa.The lighting controls,whether one or more,shall be than 25,000 fur and ad school classrooms shad be equipped with separate ;abla of turning off all fights within the space.The controls shall be automatic controls to shut off the lighting during unoccupied hours. „c;fly accessible,at the point of entry/exit.to personnel occ u ins or Automatic controls may be an occupency sensor,time switch,or other Lhct sa +,. device cepebb of automawa1N shutting off lighting. f?xr ptlonrs:The following lighting controls may be centralized In E=eptlone: -Axe bca tlom: 1. Areas that must be continuously illuminated,or Illuminated in a i. Lighting controls for spaces which must be used as a whole. manner raring manual operation of the lighting. 2. Emergentq lighting system ,z. Aummeaic controls. 3. Switching for industrial or manufacturing process facilities as Controls rw4uiring trained operators. maybe required for production. s. Contrcls for safety hazards and security. 1513.5.1 Ckm panty Sensors: Occupancy sensors shall be cap"of i S;3.2!Brat Controls:The maximum lighting power that may be Y to frig off all the lights in an area,no more than 30 rti Was rc r,trolk Q from a singie switch or automatic control shall not edmeed that after the arch has been vacated is pr cmckx;by a twenty ampere cj=t loaded to not more then 1513.5.2 Automatic Tune Swkchee:Automatic time switches shall have •s;.,my percent A muster control maybe installed provided the individual a miNmton 7 day clock and be capable of being set for 7 different day :;tc has retain i heir capability to function independently.Circuit breakers types per week and Incorporate an automatic holiday'shut-aff"fashm n'.my not be used as the sale means of switching. which turns off all beds for at least 24 hours and than resumes normedy ;".xrepdons: scheduled operations.Automatic time switches shall also have program I. Industnfal or manufacturing process areas,as maybe required back-up capabilities,which prevent the loss of program and time settings for production. for at bast 10 hours,d power Is Interrupted. Areas less than five PerFent of the building footprint for Automatic time switches shall incorporate an over-ride switching device footprints over 100,000 fe. which: 1 i-3 pay kjint Lone Control:Ai dayfighted zones,as defined in a is rely aoeessible; C: :,yrtar 12,bath under overhead glazing and adjacent to vertical glazing, b. Is located so that a person using the device can see the lights :t he provided with individual controls,or daylight-or occupant-senaing or the areas controlled by the switch,or so that the e, ;rrtaafic controls,which eohtral the lights Independent of general area area being illuminated is annunciated; C. Is manually cxa-A: d. allows the lighting to remain an for no more than two hours j r.:1.4 Display,Exhibition,and Specialty Ughdng Controls.AN when an over-ride is initiated;and ehd►ibitinn,or apeaalty lighting shell be oortbvisd fndeperndenty of e. cant an area not cceeding 5,000 R2 or S percent of ;tell area dghtvhg. footprint for footprints over 100,000 ft=,whichever Is 1:1.5 Automatic Shut-off Controls,Exterior.Exterior fighting not greater. I•.. sled for 244wur continuous use"be autcxnaticalty swh&ad by _,. ,,,�' 'ti f ACCOUNT NO. FEE CITY OF ARLINGTON W MAR & SEWER DEPARTMENT APPI° _',►TION / Application is hereby made by the undersigned property owner for all water and sewer service required or used for any purpose at- /3 6 TU slTYl ��/Ye N-C in or near Arlington, Washington, for which I agree to pay in advance L� 4 AV t l.4, A-rP64 and in accordance with existing ordinances and regulations of the City, the following estimated charges, the exact chargers will be fined and payable immediately upon completion of the installation: r\ 0 rn G7 Engineering Fees. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s QWater Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S 2 Q Fire Hydrant Installation . . . . . a a❑ Street Repairs. . . . . . . . . . . . . . . . . .Q. . . . . . . . . . I. .I.a. . . . . . . . . . . . . . . . . . . . . S Tap-In Charge. .. U,l(�al !t . 1\'�� ei'! a1. Ll.hl. . . . . . . . . . . . . . . . . 00 Equalization Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ / Water Service Connection Charge (Metering Charge) . . . . . . . . . . . . . . . . . . . . . . . . $ Z7-- Zoo > Q W a: (U `" :D r- a Z Sewer,Main Extension. $ LU UJ M cn ,W,r " Sewer Main Reimbursement. . . . . . . . . . . . . . . . . . . . . . . . • . . • $ to cn O O W W ;7Z o m O Side Sewer Permit(s). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z J W W . = o +- Sewer Service C-^^^pc ="' T 3 O N U W OO CI O W } T C= Q W Z _j O Total. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I further agree that all rates and charges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of the City, or any such ordinances and regulations passed ereafter. a:� duo I hereby authorize the following tenant, Losvi'l 0 1 _1—Vl�es ceiL's to have all accounts for water kept in his name under Account No. with the understanding that water bills mailed to said tenant shall not relieve the property from liability for water charges incurred. I understand that the City will use all reasonable effort to maintain uninterrupted service, but reserves the right to shut off the water at any time without notice for repairs, extensions, non-payment of rates or any other reason and assumes no liability for any damage as a result of interruption of service from any cause whatsoever. 001208 -f/ - 97 OW E DATE ADDRESS ®z . L Stoddard International Fax:360-435-0250 Mar 12 '97 10:02 P.02 Mu U t- Iw 0 ♦ V 19% H N 1.9h1hen CONSTRUCTION HSIruclural d Civil Engine9PS 3216 Wetmore Ave. SURVEILLANCE Everett,WA 98201 REPORT (206)252-2373 PROJECT: Universal Aerospace Plant REPORT NO: 1 15640-59*Ave. Arlington,WA CONTRACTOR: Jack Roekwell PROJECT NO: Permit 096.2047 DATE: January 8,1997 WCATHER:Gaudy TEMP.RANGE: 45 F WORK IN PROGRLSS: All steel framing completed PRESENT AT SffR:Barer.Hamilton Jack Rockwell Q ,yAIONS: All light gauge rued stud wall diagonal bracing were in place and connected per approved plans. All welding connections,connecting ste l deck to support beams were observed to be per approved plans.:.. ,A WASy��� 1� n, FOLLOW-UP LETTER TO CONTRACTOR: ENCLOSURES: s�wt! 1 COPIES TO: RE DRY: �a�'�`t D TE• Pg.I of t Stoddard International Fax:360-435-0250 Mar 12 '97 10:02 P.03 r4).w .K— 4 A — -IM a . y ft: a e i O r+ CONSTRUCTION H N Lehtlnen 3216 Wetmore Ave. SURVEILLANCE Struetural 1 Clvll Englneers Everett,WA 98201 REPORT 206 252-2373 PROJRCTs Unlrerassd Aerospace REPORT NO: I 1 st+i 59'Ave.N t Arlingtos,WA CONTRACTOR: S.W,GO[IL Coast. PROJECT NO: 09719 �� C Monroe, WA �l DATE: ,J&L 3. t9!'1 WCATHER:0wily TRMP. RANGE!0 P WORK IN PROGUSS: Crty JrAalliq riding PR13tNT AT SITS:Mack ROCKWELL QatRVATIONS: All both strength belts and grades were in accordance �► wilb the approved draw;ngs. Observed the tlSWuing of all high strengths bolts In rigid ltirome. All H.S.Boks were tightened in accordance to the A.I.S.C. Spcciiicatioe 9'� editiost. , , a �4 FOLLOW-UP LPITRR TO CONTRACTOR; LNCLOSURFS: 1`R� COPIES TO: P5,I or Stoddard International Fax:360-435-0250 Mar 12 '97 10:01 P.01 STODDARD INTERNATIONAL, L.P. 18660-58th Avenve Northeast Arlington,Washington 98223 1360)435-6455 FAX: (360)435.0250 FAX TRANSMITTAL SHEET COMPANY: _. �._lT — 1..__._t�?L P _-- --- - FAX NO: 413! '670 o FROM: r v� C"inowJ --Y^ DATE: � / � � r 7 THIS FAX CONTAINS: LEAD SHEET PLUS Z- INFORMATION SHEETS TOTAL SHEETS REFERENCE: Gep_112!s of i✓C/��.,�l,�r A�✓� �lfCr -_ TIZEOV 7W "_9 O Lr /N COMMENTS: N � I ' q7 CITY OFARLINGI �N Planning and Community Development December 16, 1996 F �T-- Bruce Hamilton Hamilton Investments 16517 NE 134th Place Redmond, Washington 98052 RE: SEPA Mitigation Agreement for Building Permit 96-2047 Dear Bruce: In reviewing your SEPA file I see that you have not yet signed your Mitigation Agreement that was sent to you on July 9, 1996. I am enclosing a copy of the Mitigation agreement for you to sign with a public notary present. Your prompt attention to this matter is greatly appreciated. Lack of response may delay occupancy. (:)ircector ' erely, W. Burkholder Planning and Community Development JWB/rs enc SEPA/Hamilton/remind 22S N. Olvmcic Ave. , Arlington. WA 98223 (Ism 435-0361 FAX (360) 435-3906 y '.� Information Packet: High Clover Park Development Included is a packet of requirements in all phases of construction, which will be enforced as per Arlington construction standards. The following listing will also be enforced in addition to the attached standards. 1) Streets and sidewalks shall be kept free of obstruction; including dirt, mud, landscape material such as topsoil, bark, gravel, plants and rocks, and portable restrooms. 2) Silt fences shall be in place prior to excavation and shall be maintained through all phases of construction. 3) Construction vehicles shall not be parked of sidewalks. 4) Work shall be completed prior to inspection request. Incomplete work will be disapproved and subject to recall and possible inspection fee. Failure to comply with the above items may result in a "stop work" being issued until corrected. Also, material may be conficated, and a bill for the removal sent to the person responsible for the job. Michael D. Thrams Building Inspector J , � CD "EXHIBIT Legal Description 8/21/87 the Northwest quarter of CUnuncnc.tr►g at the Northeast corner of I.J. ; thence Section 22 , Township 31 North , Range 5 >;ast , S �n �tl 3f3 " C alo►, the North-South centerline of said Section 2Z a distalicc of 1135 . U0 feet ; thence S OS° 29 22" w a distz�ncn of ] 2U .0 feet to the 1Jcst boundary of 30 foot wide access road right- c,f ,a�. nnd the True point of Bcgi,nnir►9Watliandistce ance of 31 0 . 00 alc►ng �nicl t4est boundary of road right -of - ( r•ct ; I. hcnr.e S B50 27 22" tJ a distance of 31rz21ht-vf-wa}' ;to tirtheIlcC boundary of 50 foot airport taxi-araY 9 N 4° 11 30 tJ along said Gist boundary of said taxi -%'�� a distance of 310. 00 feet ; thence N 85 29 ' 22" E a distance of 309 . 51 fact to the 'True point of Beginning . Situate in Snohomish County, State of Washington. '•it LAII- � Stoddard International Fax:360-435-0250 Dec 2 '96 11:14 P.01 STODDAIRD INTERKA770NAL, L.R 19660-55m Avenue Northeast --- - - _ ArllVon,WOshingtOn 96223 (360)436.6455 FAX:(360W5-0250 FAX TRANSMITTAL SHEET � TO: v N D actl- c� C S n_J COMPANY: R L l ptiJJ 7Z- i /� FAX NO: ( Woe> _.1-/,3;5— FROM: *Z R vG.a 41#64)L Gin/ DATE: Cal- - 12 THIS FAX CONTAINS: LEAD SHEET PLUS 3 INFORMATION SHEETS TOTAL SHEETS _ REFERENCE: C'HJNIVe F, '7'0 �1�5E ,4TES �4ti'D C�i`v,H�/ COMMENTS; W S _ F - S 1 ZEp r- /ni s i DG c>L 4jhG.a E ,o ��E �rv�_ o� 'T1ilE CoG v�,�s �cJER� NPAbir ��M � ' CAcc£O ©v77 M � �U � _ 1`• ( �l� t � Stoddard International Fax:360-435-0250 Dec 2 '96 11 :14 P. 02 BAKER ENGINEERS, �;., P.S. eDv��N t= BAKER,PA Dr=$IQN P�tiIDENt P 0 BOX 1697 LYNNWOOD,WA OSOW1697 November 21, 19% Post-HIP Fax Note 7671 ueh a ,a t / Pe 1 Stoddard Intemational, LP TO OA4101G� e0 Ic. iG 19660- 58th Avenue NE co MOOT � _....` Arlington, WA 98223 Pnono PIigne s 'ex M P Attention Bruce Hamilton Subject : Universal Aerospace Job No 96.199 lkar Bruce: This letter is in response W the aitcrzlative c0111mn and plate sizes. The proposers 3" 0 steel pipe cnlusnn margi Wly works as a replacement tor the 3 1/-, o steel pipe column, The following plates need to be 518' thick in order to be adequate: C-313, C-213, C-2C, If ftre are any questions r,garding flris project please call this office. Sincerely, BAKER ENGINEERS, INC., P.S_ Edwin P. Baker, P.E. President J�i 1Vlichelle Leviant Staff Engineer r•�, r 6C20 2019TH O.W, + LYNNWOOD,WASHING;ON SM58 • (1881 l I-OW FACSIMILE (206)711.068 1 , � �a� •� :� Stoddard International Fax:360-435-0250 Dec 2 '96 11 :15 P. 03 E .o:oti' • � ._ �. col ' • ' ,i; • ._ 40 I A . r f L C ` rr �y�•. �,� � •/-. r %� • � i `;?•+ trey ♦ • r�tr �1 •'�+f�t`y�1b Sri'�iv '�♦. •J'�t•'31�,�t%�✓) c{r'�y, + A,I. ..'�I�I..i'�'•'�.lr4i� !`i:,~._ '.lr?�Yu.:v�•'Jr•s��M �•'i�k•, � f•.'..rCl. i• ...... :1.. T � � h Stoddard International Fax:360-435-0250 Dec 2 '96 11 :15 P. 04 ob T:.... .u: In _ r _ AJ kL 4 in 4w aye AA _ . • 1 �.. .� �.• � is A. Ir Tj t�' �, � '" : ki� . t; 11 �y�. a .; ; �,.t(,,,..q�t ! �.' ate• Ailk-b- 1 P October 4, 1996 Hamilton Investments 16517 134th PI NE Redmond, Washington 98052 RE: Permit No. 96-2047 Site Civil Review Office & Manufacturing Building at 18640 59th Dr NE Statement / Invoice Date Services Receipt# Debit Credit Balance 07/13/96 Berryman &Henigar $ 960.00 $ 960.00 09/20/96 Berryman & Henigar 640.00 640.00 09/24/96 Deposit #5110 1,600.00 0 Balance. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .$0 (Fzl(�n" , ,,• .l ram :=� ,. Berryman ar Henigar ' BS/Consultan/s. /nc Henigar&Ray, Inc J r� August 29, 1996 , 5 /G Mr. Dave Anderson, Building Official City of Arlington �/e Department of Community Development !����.✓ 238 N. Olympic G s Arlington, WA 98223 Subject: Hamilton Investments Project. Applica iw Dear Dave: We have completed the review of the applicant's submittal and find that it is in general compliance with the City of Arlington's applicable ordinances. The information which is to be included in a Level 1 Drainage Analysis is contained in one form or another within the calculations and plans. If the City wishes for the applicant to prepare a "project notebook", this could be accomplished by the applicant. There are three minor comments which do not warrant a resubmittal, but which should be noted on the permit approval. 1. Contractor shall provide a Rock Construction Entrance in accordance with City Standard Detail G 12, as required to prevent dirt, mud, etc. from being left on City/County roads. (Reference Minimum Requirement #1, ESC Requirement #10) 2. Contractor shall ensure that all pollutants other than sediment occurring on-site during construction are handled and disposed of in a manner that does not cause contamination of stormwater. (Reference Minimum Requirement #1, ESC Requirement #13) 3. Contractor/Owner shall maintain and repair all temporary and permanent ESC facilities (in accordance with the approved manuals) as needed to assure continued performance of the intended function. (Reference Minimum Requirement #1, ESC Requirement #14) We are, therefore, transmitting two copies of the submitted documents to you for final action and issuance of permits. We have enjoyed our invol,,ement on this project and look forward to working with the City on future reviews. Sincerely, BERRYMAN & HENIGAR Michael A. Pawlak, P.E. District Manager Civil Engineering Division - Seattle 30078.01\ARLINGTON\FILE:B:\HAMILTON\XMTLO829.LTR 2101 Fourth Avenue, Suite 320 • Seattle, WA 98121 tel: 206-727-2220 fax: 206-727-2216 An Equal Opportunity Employer 3, Iz4-33 Berryman : Henigar htw/l,l.li .0 1i'.!y blc August 29, 1996 Mr. Dave Anderson, Building Official City of Arlington Department of Community Development 238 N. Olympic Arlington, WA 98223 Subject: Hamilton Investments Project Application Dear Dave: We have completed the review of the applicant's submittal and find that it is in general compliance with the City of Arlington's applicable ordinances. The information which is to be included in a Level 1 Drainage Analysis is contained in one form or another within the calculations and plans. If the City wishes for the applicant to prepare a "project notebook", this could be accomplished by the applicant. There are three minor comments which do not warrant a resubmittal, but which should be noted on the permit approval. 1. Contractor shall provide a Rock Construction Entrance in accordance with City Standard Detail G 12, as required to prevent dirt, mud, etc. from being left on City/County roads. (Reference Minimum Requirement #1, ESC Requirement #10) 2. Contractor shall ensure that all pollutants other than sediment occurring on-site during construction are handled and disposed of in a manner that does not cause contamination of stormwater. (Reference Minimum Requirement #1, ESC Requirement #13) 3. Contractor/Owner shall maintain and repair all temporary and permanent ESC facilities (in accordance with the approved manuals) as needed to assure continued performance of the intended function. (Reference Minimum Requirement #1, ESC Requirement #14) We are, therefore, `transmitting two copies of the submitted documents to you for final action and issuance of permits. We have enjoyed our involvement on this project and look forward to working with the City on future reviews. Sincerely, BERRYMAN & HENIGAR Michael A. Pawlak, P.E. District Manager Civil Engineering Division - Seattle 30Cr78.01\ARLINGTON\FILE:D:\HAMILTON\XMTLO829.LTR 2101 Fourth Avenue, Suite 320 • Seattle, WA 98121 tel: 206-727-2220 fax: 206-727-2216 An Equal Opportunity Employer ti I I i :J Berryman cir Henigar 851 Consu/tams Inc Henioar&Pal lnc LMM rt ]i 0[F UMK0,0R1 0rffL° L To: 0,1441 Of xr-e- VLJe� Date: a.46- 5Lo �R,1 A Vj\AP 4 C- BSI Ref. No.: . GrD`1 • O I XV41 a Agency Ref. No.: Project Title: 14AAI A., Attention:We are are forwarding herewith: Condltlons of Approval Improvements: Hydraulic CaIcs — ' Grading Street Soils Report Hydrology Cafes Storm Drain Tract Map/Parcel Map Site Plans Sewer Easement Exhibits Other Water Street ught Special items to note: Traffic Engineer Signature Pending. Quantities and Cost Estimate Pending. Letter of Permission Pending. Verify Code Interpretation by City/County on Conditions of Approval Not Provided. Additional Fee Due of other t4�� LZ,410 . The following items have been-vertfted: Plans Stamped and Signed ✓ Comment Llsta in BSI File Questionnaire Sent to Applicant Log Book F.rltry Made Remarks: The enclosed instruments of record have been packaged and Issuance of permits is recommended,pending the approval of any other County/City agancies.All records are hereby transmitted to you for retention in your flies. If you have any questions regarding the above, please notify us at once. FROM: BSI CONSULTANTS, INC. Enguneiring Review Check Section eve Dom. -Z RECSVED BY: Date. 2101 Fourth Avenue. Suite 320 • Seattle, WA 98121 tel: 206-727-2220 fax: 206-727-2216 i •.} August 13, 1996 Hamilton Investments 16517 134th Pl NE Redmond, Washington 98052 RE: Permit No. 96-2047 Site Civil Review Office & Manufacturing Building at 18640 59th Dr NE Statement / Invoice Date serNices HAI-C-iw 1Deb1 Credit Balance 07/13/96 Berryman&Henigar $ 960.00 $ 960.00 Balance Due . . . . . . . . . . . . . . . . . . . . . . . . . . . . .$ 960.00 i `'a. $. .r-,�',;�'¢-�j�rr ���',�vtr;•., s�t- {�.� - �� �t, 1���nt� • '# - s j4.', CLERK'S RECEIPT N° 4060 ` DATE 4—Z9 19 � �y REC€IVED FROM r���c —r��`/ ,g-MQc- � . I FOR City of Arlington AMOUNT RECEIVE ♦ Gl 238 N. Olympic � � 14) — Arlington, WA 98223 (360) 435-5785 FAX(360) 435-6055 BY WHITE-ORIGINAL YELLOW-CASH REGISTER PINK-FILE _� I i c� U r..i v 7•� a -� cn J a� "'r y c a� ..r a a .. r y xw Li yo a 0 .� ow k, r. I VO � a� :1 rrV^� 17'y of f rr�^ IV y w y I � 7.. V q a� Co .5L IL N �. C "• LL _ '� ,= y 4 v 4� cl �� CITY OF ARLINGTON Building Department July 10, 1996 Bruce Hamilton Hamilton Investments 16517 134th Place NE Redmond, Washington 98223 RE: Permit No. 96-2047 Manufacturing Building for Universal Aerospace Dear Bruce: The submitted drawings have been reviewed for compliance with the Arlington Municipal Code and the 1994 Edition of the Uniform Building Code. The following corrections and/or additional requirements along with the attached correction letter from Berryman&Henigar dated June 6, 1996 and the Plan Review letter from our Building Department dated July 7, 1996 are necessary before the permit can be issued: 1) A total of four(4)fire hydrants are required for your building to meet fire flow requirements. There are two existing hydrants available. Two more hydrants are required, one at the Southeast driveway access to the site and a second one at the west end of the parking area adjacent to the taxiway; 2) A Knox Box is required at the main entrance of the building. Final location to be determined by the Arlington Fire Department. Three corrected sets of drawings should be re-submitted for review. If you have any questions please feel free to call me at(360) 435-0724. Sincerely, David W. Anderson Building Official DWA/rs 238 N. Olympic Ave. • Arlington, WA 98223 • (360) 435-0724 - FAX (360) 435-3906 r `J -.' . . `;� ACUBerryman & Henigar NSI Consultants, Inc Henigar&Nay, Inc To: �E�,�(� 7 vk2 y de-,i A-je-t 72 Date: G �► I �1 B&H Job No.: 5'L1 d 6 �lP-7� Project: M1t,ja0 IJS49 1Mdbff�, Attn: -1GMA��4� AIJO - Via: Messenger Express Blueprint Prints Mail Other We are forwarding herewith: Originals Copies Report Specifications Prints '/ Plans Drawings '/Other Description: �izt�.tiuAG� �2�r��,�G �LPN� rAi ►�Ar1 � ��al�liVL�tidu�S ,A+J r� ,r�V t�u1 ��Mll�ti� SENT FOR: STATUS: PLEASE NOTE: Your approval Preliminary Revisions Your review Revised Additions Your files Approved by us Delections Per your request Returned by us Corrections Your signature For use on job Remarks: 4.0 r>Gne-"> -3 Fro YMAN & HENIGAR Copies to: Received by: It enclosures received are not listed above, notify us at once. 2101 Fourth Avenue, Suite 320, Seattle, WA 98121 • (206)727-2220 9 FAX (206)727-2216 ti r i r PERMIT NO. 96-2047 ML'gtiFAC7.=i G BUILDrITG FOR UNIVERSAL AEROSPACE HAMILTON iam- = June 3, 1996 18640 58th Dr. N.E. Arlington, WA E24GINEER: Edwin F. Baker (206) 771-6666 DESI&NER: L. E. Noblp.tt (360) 659-5419 CODE DATA OCCUPANCY GROUPS: F-1 & B TYPE OF CONSTRUCTION: V-Nt (The wood, plywood and any other wood construction makes it a V-N Vuilding) SEPARATIONS: N = 115' Scaled E = 64' Scaled S = 10' tier = 25' BASIC ALL06MBLE AREAS: B & F-1 Occupancies, 8,000 S.F. (V-N) AREA INCREASE: 3 sides more than 20 feet is 2.5% times 5 feet equals 12.5% increase (25' - 20' = 51) 2 sides core than 20 feet is 1.25% times 44 feet is 55% or 8000 X .55 = 4,400 S.F. increase. 8000 S.F. + 4,400 S.F. is 12,400 S.F. _41aximm allowable area for one floor. BUILDING AREAS: 19ain floor: Office = 30' X 100' = 3,000 S.F. Manufacturing = 80' X 192' = 15,360 S.F. Total Main Floor = 18,360 S.F. Second Floor: Office = 20 X 60' = 1200 S.F. + 1800 S.F. of deck Total Bldg. = 18560 S.F. (Exceeds allowable) Building must be sprinklered. OCCUPANT LOAD: Second Floor Office = 25 (at 1 per 100 S.F.) (Includes deck) First Floor Office = 30 (at 1 per 100 S.F.) 1st Flr. Manufacturing = 77 (at 1 per 200 S.F.) Total First Floor = 107 VALUATION: 4,200 X $59.40 X .88 = $219,542.00 15,360 X $31.60 X .88 = 427,131.00 $646,673.00 BUILDUZ PERMIT: $2,826.00 PLAN C-��CK FEE: $1,836.00 SPRINKLER PERMIT VAWATION: 19,560 X $1.80 X .88 = $30,983.00 PERMIT FEE: $328.50 PLAN CHECK FEE: $213.33 i PERMIT NO. 96-2047 MANUFACTURING BLDG. FOR UNIVERSAL AEROSPACE & EzP1IL=. =Srgv= -2- June 3, 1996 Dear David: The submitted drawings have been examined for compliance with the 1994 Edition of the Uniform Building Code. The following items should be corrected before the permit is issued: 1. You should ensure that the city agencies such as Planning, Zoning, Public Works and the Fire Departmnt approve of the project. 2. All sheets of the drawings should be signed and sealed by an architect or engineer registered in the state of Washington. (Guide lines for Washington State Building Officials, question 1, page 22.) 3. The structural engineer's details should be transferred to a sheet of the submitted drawings and signed and sealed. 4. Sprinkler drawings and permit must be submitted. 5. The prefab metal building drawings should be submitted (signed and sealed) . 6. Details of construction of the office area should be submitted. 7. Special inspection should be provided for: a) Field welding. b) High strength bolting (A 325 or A 490 bolts) . c) Filling and compaction. d) In accordance with Sec. 1701. 8. The building is over the allowable area unless it is sprinklered. 9. A 1-hour separation is required between the offices and the manufacturing area if the manufacturing area is a wood working establishment. 10. Walls less than 20 feet from a property line should be 1-hour construction. This applies to the southern wall. Table 5-A and Sec. 503.2.1 11. If the finished wall surface of the south wall is less than 10 feet from the property line, openings should be protected. Care should be taken that the finished wall is not less than 10 feet from the property line. Table 5-A If the wall is less than 10 feet, columns should be 1-hour protected. Table 6A, footnote 1. Frequently the contractors pour the concrete foundation the distance shown on the plot plan (10 feet) and the metal siding overhangs, thus making the building less than 10 feet from the property line. 12. If the finished surface of the south wall is less than 10 feet from the property line then a parapet is required for the office area. The plywood roof sheathing makes it combustible construction. PERMIT NO. 96-2047 MANUFACIURING BLDG. FOR UNIVERSAL AEROSPACE & HAM MON INVFST= -3- June 3, 1996 13. The finished shower walls should be installed over a material not adversely affected by moisture, such as water resistant gypsum wallboard. Sec. 807.1.3 The wallboard should not be installed over visqueen. The room finish schedule notes "shower to detail". No detail is shown. 1.d,-. Details of the toilet rooms should be provided, showing compliance with all requirements including insulation of hot piping. 15. The water heater should have seismic tie-downs. U.P.C. 1(,p. Approved address numbers should be provided, legible from the street. Sec. 502. 17 . Toilet roans should be provided with mechanical -fentilation to the exterior. Sec. 1202.2.1 and 1202.2.2 1,5. All exterior openings exposed to the weather should be flashed. Sec. 1402.2 1q. Guardrails should be detailed for height and openings in accordance with Sections 509.1, 509.2 and 509.3 (4" clear space does not comply,) 20. Structural detail 11 does not show haw the plywood is attached to form an approved shear diaphragm. 21 . There is nothing in the building code permitting wood horizontal shear panels to support a metal building (per a conversation with Jerry Barbara.) 22. Concrete walls should have not less than .0025% horizontal rebar and .0015% vertical rebar, with the spacing not more than 18" o.c. for grade 40 rebar. 8" concrete walls should have n4 vertical rebars at 16" o.c. and #4 at 10" o.c. horizontal. Sec. 1914.3.2, 1914.3.3 and 1914.3.5 2$ The flat built-up roof should be a labeled class B. Table 15-A. 24. All attic areas having a headroom of 30" should have a 22" X 30" attic access opening. Sec. 1505.1 Access openings should be shown. This applies where the roof or ceiling has combustible material. 2 5. Attic ventilation is required with the plywood in the attic area. �.' I I I PERMIT NO. 96-2047 MAN[JFACI'URING BLDG. FOR UNIVERSAL AEROSPACE & HAMILTON DIVESTMENT -4- June 3, 1996 Z. Means of Egress: Chapter 10 A) Occupant Load: a) 1 per 100 S.F. for offices & decks b) 1 per 15 S.F. for reception roan & lunchroom c) 1 per 200 S.F. for manufacturing. B) First Floor: Office 105 = 2.6 106 = 1.4 107 = 1.1 108 = 1.1 109 = 1.1 110 = 1.1 111 = 6.0 Reception 104 =10.7 First Floor 25.1 (Offices) Lunch Room = 37.2 Total Admin. Area = 62.3 C) Second Floor: Office 202 = 2.7 203 = 1.6 204 = 2.5 Decks 201 = 18. 2T 8 D) Manufacturing = 77 E) Exit Requirements: : The second exit from the second floor (the pathway through the F-1 occupancy) should be designated as with a railing, with no obstacles in the pathway. The exit to the exterior should be 1/2 the diagonal of the adminstration area from the exterior exit in th e reception room and should not go through a second room -duch as the lunchroom. (Per a call to I.C.B.O.) The distance from the bottom of the stair to the exterior door in the manufac- turing area cannot exceed 150 feet in a non-sprinkled building nor 200 feet in a sprinkled building. Sec. 1003.4 :Z7.. The stairs should be detailed showing a 2" maximum diameter handrail on each side of the stairs, 34" to 38" above nosing. If stairs are constructed of wood, the building is a type V-N building. Zg. Stairs should have 7" maximum risers and 11" minimum treads. Stair nosings shall be flush, slip-resistant and rounded to a radius of 1/2" maximum. Risers shall be sloped or the underside of the nosing shall have an angle of not less than 60 degrees from the horizontal. Nosing shall project no more than 1-1/2 inches. RCW 19.27 �q. A ramp or elevator shall be provided for handicapped access to the second floor. Sec. 1103.1.1 Ramp shall not slope greater than 1 to 12. Sec. 1007.3 3 . Exit doors should have a floor or landing on each side of the doors. The landing should be not less than 44"in direction of travel. The dimensions of the landings should be shown. This also applies to exits fran the manufacturing areas. Sec. 1004.10. The landing should be not more than 1/2" below the threshold. Sec. 1004.9 Y 1 1 PERMIT NO. 96-2047 MANUFACTURING BLDG. FOR UNIVERSAL AEROSPACE & HAMLILTON INVESMNT -5- June 3, 1996 Corridors as a required exit for an occupant load of 10 or more shall not be interrupted by intervening rooms except reception rooms. Office 105 is not approved. Sec. 1005.1 32 . Guardrails at stair landings shall not be less than 42". Sec. 509.2 33. Enclosed useable space under stairs shall have walls and soffits protected on the enclosed space by one-hour construction. Sec. 1006.13 Exit illumination and exit signs shall be provided as required by Sections 1712.1 and 1313. � Where 1 hour fire-resistant construction is required, it should be detailed for areas requiring the 1-hour construction. P_ems:ES5LD If electrical fixtures are located in areas that require 1-hour construc- tion, they should be protected. 37.. The glass in the window schedule noted as "2CL" should be explained. 3n. All glass should be double-glazed. y fj. Calculations for energy compliance should be submitted. 40. This is the worst incomplete set of drawings that you have sent me. 4:1. Sane of the items may be &liminated when the finished set is submitted. 42. Please send me the finished set so I can check it. Sincerely, J hn H. Farrens, Jr. Haerryman a 'Henigar Sl ConsultantS, lnC - Henlgai&Ray, Inc June 3, 1996 Mr. David W. Anderson Building Official City of Arlington 238 N. Olympic Avenue Arlington, WA 98223 Subject: Engineering Plan Review Hamilton Property (Q Arlington Airport) Dear Dave: I am forwarding two copies of this letter confirming our agreement, whereby the City of Arlington (CITY) requests that Berryman & Henigar (B&H) perform civil engineering plan review on the above referenced project. B&H will conduct the review for conformance to the ordinances and requirements listed on the attached Jurisdiction Information Sheet. We will conduct an initial review of the plans (for grading and stormwater) and storm drainage calculations plus up to two additional follow-up reviews. It is our understanding that the CITY will compensate B&H in the amount of $1,600.00, on a lump sum basis. B&H in no way warrants or guarantees the accuracy of the applicant's (Bruce Hamilton) design. Please indicate your agreement by signing both this letter and the attached Jurisdiction Information Sheet, retaining one original for your files and returning the other to our office. Our receipt of the signed documents will constitute authorization for B&H to perform the work. Initial review comments will be forwarded to the applicant within two weeks of work authorization. We are looking forward to this opportunity to provide engineering services to the City. If you have any questions, please do not hesitate to call me at (206)727-2220. Sincerely, BERRYMAN & H IGAR ACC TED: �. ichael A. Pawlak, P.E. City of Arlington District Manager Civil Engineering Division - Seattle Date Attachment ARLINGTON\HAMILTON\FILE:B:\HAMILTON\AGMT0603.LTR 2101 Fourth Avenue, Suite 320 • Seattle, WA 98121 tel: 206-727-2220 fax: 206-727-2216 An Equal Oppoi tunity Employee BERRYMAN & HENIGAR ENGINEERING PLAN CHECK Jurisdiction Information Sheet 1. Jurisdiction of Ci► tom�' ti"�'�° - 2. Contact Person(s) Name and Phone No.: 1 3. Plan Routing to: Applicant ❑ Agency Special Transmittal Requirements: I"-kwa M 51 j torn,4-GA k 41 Gt"L ; y nu �,r�iyt�S ivu1�.4 � L°•vi-+�� 4. General notes for inclusion in plans? ❑ Yes No 5. Ordinance Requirements? W Yes ❑ No ��s�.I,�e�bw �c�,c�- �D.v�� wet.yt-Gl I La • b D ��G-t�i�. Z 6. Design Manual, Standards or Codes. (Please list.) G► fin+ czvtM. ti� . �� T Ar i,1LA)6� Pv lA V, pioposala/BIdSS fty/Jurinfo.Eng B_errym_ an & Henigar I I I 7. Agency correction list format required? ❑ Yes %No 8. Conditions of A proval to be reviewed on all projects? Yes ' ❑ No ;�- :1--+ "ems (n Lem v "1- k I (If no, please explain.) 9. Plan format requirements: a. Type and size of documents b. Title block (attach criteria) r r C. Other �' lun�v y 1 , l4 w J-ri- -v�l--y'UwQ 1,u t> ,v vv 10. Approval format: ❑ Sign/initial acceptance ❑ Acceptance stamp Transmittal only Cy V M' , 5i 11. Special policies on: (Reference and attach if appropriate.) A' UCl r d ' VL��/bt.C.(/t �/�� 114t� ��•l.n�n Proposals/BIdgS fly/Juo-lnfo.Eng fivoerryman & Nenigar AV __ ,_ ' ^t •ems: • = . r• • �� �V 12. Fee structure: _ 1 �''^^'� � ! L (' tf'`/utry ; vk4-&t 1(,t.*t Note: 1 Any pertinent information to be used in the plan review process may be attached. An index or cover sheet which highlights the content of reference manuals or policies i should precede such texts if lengthy. I2. If agency representative wishes to update the information which has been provided to B&H staff, please notify us and our forms will be changed to reflect them. �C, ,LtZ - Agency Representative/Date &H eprese tative/Date /-L pcoQosaWB�dtS Itr/Juo-lnfo.Fi� .� :� i K_Y!~Y ��F /�R���N�T���r � ��--\/F��� ` ���su uus 'v�/u- �[r�RYXXE�T �FC8��k0D���Y ��VE. '[���T ' 238 �� 0iymp|�. Ar|iogton, WA 98223 ` DATE JOB NO O _o/;Ynk [] -r.-ginaurng [] plowning Vhnnv 435-07124 FAX (206) 435.3906 ArTENTION TO RE: / . VVE ARE SEND�GY0U \�� AttachedElUndersepa�teuove,�a the foUnwing �emc. O Shop drawings O Prints O Plano O Samples O Specifications O Copy ofletter O Change order O COPIES DATE NO DESCRIPTION THESE ARE TRANSMITTED as checked below: U For approval O Approved assubmitted O Rosubmit ------_-copiesforapprova| O For your use O Approved asnoted O Submit-copies for distribution O As requested O Returned for corrections O Retum-------_oorectedprintu � X/For roviovvandoommont O O FOR BIDS DUE 10 -----_-_ O PRINTS RETURNED AFTER LOAN TOUS REMARKS V!;�NT )t8EN T DATE AMNITION TO RE VVE ARE SENDING YOU ohod O Under separate cover via thefollowing items: O Shop drawing's O Prints O Plans O Samples O Specifications O Copy ofletter O Change order O COPIES DATE NO. 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