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HomeMy WebLinkAboutCOR-2000-Plan Check Response - FEB. -23' 00 )WED) 09 : 51 ORB ORGANIZATION ING TEL:425-226-9115 P. 001 w3V �x 3M WDIOR31at O�� Cs AN= T= axw. 3r1rTG ARCH/TECTS w PLANNERS = ENGtN�ERS 607 SW Grady Way, Suite 210 Renton, Washington 98066-2977 Telephone_ (425) 226-3522 Facsimile-- (425) 226-9115 Date and Time Transmitted: 00 k of Pages: (I�WAing cover shee) From: Jd Nnl T 7>ryp!sonj Project H: To: pow /GICM62 Facsimile _ !4 Organization:LWCaOIES 7-1JM8LA0A- ohMd�I?Y T�cV iV ) _ Reference: air/OJ✓ 1122"$ 2342 Sr uN3 F6 4/7 4F;;� Hard Copy will wil not _ be mailed Transmitted Items or Remarks: GG : 5 1c A AM /6 FA X 7 3<00 z?3 8 8 - - - P. 002 B• -23' pOIWEDI 09:51 ORB ORGANIZATION INC TEL•425-226-9115 =Na- OR�'A N sH� OR$ ARCHITECTS• 'PLANNER$- ENGINEER <.SK- �, 23 February 2000 Anacortes Platuurtg &Community Development Dept. permit Center W A 99221 p.O.Box 547, Aaacortes, Attn: Don Measamer Ref:Repair and Renovation,22A4 &23� Street Units 151etter to pnaeortes Housing Authority regarding Your pB"s Sir, ations and corrections to the documents We are in receipt of your February like to make 'lar�C check for subject project and would ' ster as follows: uss sidewalk extension and dump 1.Mr. Steve Jaffray of AHA will be contacting you to disc i location. round. mat construction symbol will be White on blue bas c from the orig' 2. Barrier sym resistive wall detail was copied verbatim 3.This 2-hour fire uration when interior GWB is drawings. Its presence on our documents was i[ ongu�al confi motor what is there now and its method of construction so he can restore it to follows: i removed and reinstalled. 76 ,broken down as'I 4.The Contract 903 22 a Street) $139,175.00 Bldg 5 ( $116,907.00 'I Bldg 6A(909 22 Street) 61,443.00 Bldg 6B (903 22 4 Street) $14761,00 Bldg 7B (90' 23 Street) $253,790.00 Room Plan, 2 3BR(E ) Bldg 8 (910 23 Street) Sheets M1,2, and 3,Partial Utility 5- All laundry rooms have fans, see and 1"Floor 4BR Plan (EFI) and Schede 1Detail9 on Sheet C4 (callout was omitted from p lan I 2 4x4 posts p 6.Deck is supported by( ) assemblies separating units shall be 1-hour,required and described ,I view)' and lloorkeiling stopped. ptrestopping is 7. Concur that all walls osite sides of wall behind tubs, cabinets, etc-Penetrations will be� crated on opP by Specification Section 07270.w shall be listed 1'hour, separated aces and soffits not g. Concur that boxes in 1-ho Section 16050. walls at void spaces 24 inches. See�O Sp d at top Plates of ply by min• in is require 9, Concur that fire stopping draft stopped. to exceed 10 feet• ling assembly also shall be fire stopped/draft stopped. 10. Concur that fl of floorlceiling assemblies shall be 11. Concur that penetrations fire stopped• louvered doors.We Will use 12. Concur that shafts shall ye alcove is open on front side,with full I 13, Note that the wachoust r cton m this area. 1-hour fire resistive consuu FEB. -23' O0 (WE0) 09 :52 ORB ORGANIZATION INC TEL 425-226-9115 P, 003 14. This is a typo. Buildings are Group R-3 occupancy. 15. Contractor will be directed to bolt ledger to each stud with (2) 5116" x 5" lag bolts with washer, and to provide 2"x2"x3/16" plate washer at foundation anchor bolts. vinyl siding catalog data will be submitted by the Contractor as required by the Specifications. 16. We will direct the Contractor to provide a small, inexpensive expansion tank at each water heater(see attached catalog cut).PRV's with an integral bipass are not a common item and are expensive. Also the check valve(s) in the domestic water supply system would not allow backfeed of any pressure generated, for installation in a 17. Both the water heater and the furnace listed on Sheet MO are approved closet. Combustion air for both is drawn from the interior space. Closet door is louvered, sized LAW Table 7-A of LMC. 18. Floor drain trap primers are required by specifications, see Section 15440, para 3.O1/i With your concurrence we propose to provide your plan check letter and this letter to the Contractor and the Anacortes Housing Authority as a revision/clarification to the Contract Documents, directing the Contractor to incorporate the above directions. We believe this will accomplish the desired results without resorting to drawing revisions and reissue.We respectfully request that you issue building permits to the Contractor on that basis. I Sincerely, Th Ojg I n,Inc. John Patterson Project Manager TEL 425 226\ 11t5 P 004 FEB. -23' UO (WED) 09: 52 ORB ORGANIAlION INC FAX NO. 2064053976 P 02 FEB-22-00 TUE 1216 BCE SEATTLE ANACORTES HOUSING AUTHORITY HUD LOW RENT PROJECT RESPONSE TO COMMENTS MECTHANICAL ADDITIONS ITEM h16: 3hcct MO Hot Water Tank Piping Diagram" detail with attsuhmcnt M 1 , Replace existing"Gas III I i I A-rr- l TEL; 425-226-9115 P. 005 FEB. -23' 001WEN 09; 52 ORB ORGANIZATION INC FAX NO, 2 -226-911 P. 03 FEB-22-00 TUE 12: 17 BCE SEATTLE PRESSOR COMB�NATQREUEF VALVE, FLUE UP — SITE PER PLANS �—CW — SIZE .jW — SIZE PER PLANS } PER PLANS GAS — SIZE PER PLANS EXPANSION TANK AMTROL MODEL #ST-5--C c GAS SHUT—OFF COCK H NT ; OUTE FULL SIZE TO NEAREST FLOOR DRAIN. G /_2" HIGH 20 GA. GALVANIZED SHEET METAL PAN. SOLDERED CORNERS WATER TIGHT, 2" DRAIN VALVE DRAIN TO NEAREST FLOOR DRAIN. FINISHED FLOOR D`x2"x2" ANNEL NOT : 1 . WATER HEATER LOCATED IN UTILITY CLOSET. 2, ZERO CLEARANCE II GAS HOT WATER TANK PIPING DIAGRAM lil DIAGRAMMATIC ill � TEL:425-22615 P. 006 FEB. -23' 0 (WED) 09: 53 ORB ORGANIL )ION ING FAX N. O. 2064053976 P. 04 FEB-22-00 TUE 12: 17 8CE SEATTLE Thermal Expansion Absorber Vie logical solution to tltel-mal expansion problems in domestic Toater iteatiug systems. i it Application, Sizing and Installation for Domestic Service Hot Water Systems Residential • Commercial • Institutional I I - n - TEL:425-226 " 15 P. 00' FEB, 23' OO (WED) 09 :53 ORB ORGANI ION INC FAX NO. 2064053976 P. 05 FEB-22-00 TUE 12: 18 BCE SEATTLE and Hot Water AOGurnulator i syetem connections for Therm-X-Tr016 range from 3/4,• to 3" depending on model. Separate. rigid polypropylene liner, - � NSF international listed (or $T- �._ �- and ST•12. Fleavy duty butyl diaphragm bamer, isciatcs water from air. � ..�--�✓��^-�.- ,,._ Ccrt+plies with FDA. Adlu&table, factory charged, - _ sealed air cus110n. Hiran strencth deep drawn stsol rlomel, Sturdy step, stand support On H...I„ models ST-25V and larger. a. Air Charging valve with protective cap • 1110'a�non•metatlic, non•,�txnyaive wltcr re>Lrvpir• • SCall'll-pl F1Tl`-P ressurio�d air cu�hio+t;h,rlyl diaphr:,gm b;ar[ier soV,)r,tto,.eater irony .it d,arge, • :\Ilm:s slore};e of rxpatuic�l watrr ,r,lhout dangerously 11ai ll'.16�n� Sv;tk'rt, pro-suw5 j . 1'n•,vnt5 t adJlcw operation of otrl� rclie(valve>. • ka,t t„ in?',11 on Illy „,)wr hcatmti .v5tona. t,\S_ti �,allons - han�11<< all loafer ha•,1n,5, ,,,luna,�.. (ACC`iE a,'.ula6k•) . I', weh•r 1wMer trnnt ltol'ntlttl Prr.a+rO c)'din}, I , ,� ,�• Liu hfr �nxl prnhrrh; l;tiantmg .a�aimC cata<tn,l hf�! 1 I _ I A,� rj A !�1 n FEB,'-23' OOIWEOI 09 54 ORB ORGANIZATION INC TEL425-226-9115 P• 008 FAX N0. 20640539T6 P, 06 FEB-22-00 TUE 12 19 BCE SEATTLE ASME capacities arid Dimensions ST-C Thetm-X-Trot expansion absorbers tre designed and i constructed per AWE Code Section V1I1. 1 MODELS s s. snip IN LINE A Tank Max' I plameter Conn. __ Model Accept. Height —. kg Ibs- a — _ in. m Nam' Vol- cm Factor cm in. —— 1 t i — 24 9 i. T 26 J —� 0T5 1 8 2.1 .43 -- - — — _ n— 3a 6 ST-5-G .51 32 2'r 31 — ---LLLiS -- 12 C 17 4.7 gys�em connection NPT Mule e P --y MODELS — — Ship Sy9. STAND MO Tank Max- A T piamsier — Gonn. �Wt. — Accept. Height — in. k9 No. Vol. — inW �m —in- _ .—. Lit. Gal Facto_ Cqo t9't. i 31 n: I 'J. r T 2?--3— 49 gg 7,6 .32 _ _ — 381 64 ST-20V C __ .— — —a2 6 t: I a1 16'!. I '/+Nan _ — c a7 12.5 ,60 — — h — t6v, ST-30V-G 23'/e 41 _ — —Be 17.5 .66 — _ — l.Hnw 1 56.9 t25 �I. ST-42V-C 61 32 41 161/. - 95 25.0 a6 _ 22 — ST•60V C — — 37 ' 81 2a I t'I•_ 96 3 _ 200 53.0 65 94 _ _ — — — — 15 A 255 ST-80V•C = — ••_ 49't: 61 2-' I tv. ,. — _.—. 77.0 I 4a 25 — — — 795 � I_ ST-18oV•C 292 12 — 61 I tva.��« t3a.n -- .3�J 144 — 56 '. — 94 {fir gT.s10V-C 333 88-0 — STAND MODELS �— o I`sys.I Ship Model Tank Max, A B I Spare Height piam. lConn l Wtlbs. Vol• Accept• Hc¢ight— Diameter SP— . No. cm in^� cm in, cm in. cm in. inn_ M9 _ in. _ 285 625 ^5 LIt, Gal Factor tb0 71 76 30 II 10 3`t• 16 6 ` fit 24 I 2 — — —• .--- fi5 _ _ _ — — 2 13a5 760 A SY•45t-C 600 158 85 226 89 176 30 10 3'/. ; 15— 6 61 2: 600 211 6 — —I— — — — 1 — T a h 18 7 1 76 30 13 1368 810 5T•452•C —;t 92 36 112 _ 1 .0 3 — 1000 26a 65 2U9 92 e , 4'/; ', 18 7 tE 30 ' 3 1 415 911 ST-453-C T - 36 I I- - - 65 2a0 92 _ — — — — �'� 1462 1018 ST-454•C 1200 317 —_ —�1400 370 .65 272 105,isl 92 a© I'7U a0 1t8 T'!, 1 77 a2',, 3 T752 1655 ST-455-G T -- — E a 1600 422 .65 i 200 78`!n 1 122 5 _ _ — — — a 3 87a 192.5 ST- 56.0 --- 8 7tsiOJ 2 �—, — I 65 23fi OZ'!, 1 122 a0�2U 8— ST-457-C 2000 526 =— gys�em acnnectton NPT F9m51e ,III MAXIMUM OPERATING CONDITIONS -- — —� pperatin97emperarure 20U' F n3.• C) — gT-5 C lhrou9n 5T•210V-G o '. CY_,451•G thfou9h ST-497-C 24I1"F (1 t5'C)