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HomeMy WebLinkAboutCOM-1996-0076 - Smoke Det and Joist Corr - FIRE SPRINKLER dbgl De t roN 68 Group, Architects 10532 'VB 68' Street, Suite #130 Kirkland, Washington 98033-7001 architects (206) 889-8984 fax: 822-3865 March 17, 1997 Don Measamer FAX(360) 293-1938 Building Inspector City of Anacortes PO Sox 547 Anacortes,WA 98221 Re: Anacortes Senior Housing COM 96-0076 13G0 'O'.Avenue i Dear Don, There ate two issues to document for your files. If there are any questions,please do not h+.:sitate to call. Z2151' BORING As per our phone conversation one of the subcontractors bore approximately .r i diameter holes in several joys t.r i:hs l v rug unikc Afar discussion t.ith the l.ng veer of Zrcnid,Dea 0 t:..(,n 1'E,the jobsite was i:1istructed to place an add ihoriril.2x1.0 adjacent to the damaged 2xi0 and comb; hail them loge iher. 'fire jobsite. t e iwsted further c 1ai ificntion on hole boring. Using LiUC .-o_i';.8 , a: a scartutu, point, boring shall not be within 2 inches of tops of bottom of joisl and shalt not exceed'4i of depth 1i4' di,amelermax.). Additionally 24 inches of joist Insist ocojr before any addition i bOriog can occur. SMOKE DETECTORS The electrician has questioned note 114 of the Fire Alamo System Notes on Sheet E-8 of the drawings;copy attached). After review of the files, I noted that I mistuiderstood the City's letter of June S, 1996, page 8, item #7D (copy attached). The drawings indicated that smoke detectors be attached to the fire alann, while berth the City's letter and UFC 1007.2.9.2 (copy attached) indicate that the smokes NOT be attached to the fire alarm. The Arcltitect wishes to modify the permit set as follows (Sheet E-8 -Fire Alarm System Notes#4): i "4. Smoke detectors in the units shall not be connected to the fire alarm panel." i Thank you for the City's attention to this matter. Sincerely, David Haynes,AIA A rchilecl: xc: Dean CJusoil Ph fax 31 S-0380 White Security Systems fax. 481-2t14 stop t n.-,lectIlc fax ) 2 t 76 Jobsrl f:\dal a\dl+ arch\anacml\. sls4sinoFe�INt.tors K Jor ------- -..— ---- -----... --.�._._.-. David B. Haynes,Registered Architect AEA -NC ARP - ICEiO . � < � £ \3 - o LLJ } 0z� \ LO %\\d \ \}u 0 }_/ V : \ o \} \ =2/ _ \ CLn 5,3 z <a, � w ll »<u[_z <urze % z> Jy[ /ee =00 ® z ./0 o 3200E< a\ j= 2zz e3«/3 � �� �\\} §} 0 00Lli \��\\ . }3§)\) 7/�§� /�/u\ 3 } f\§gg=°} w® a \zuw g u [u mom_ %expo c = 2° + ®-)zc® ® $ /ƒ m b±>°° ; S \ >) /\zo7>2 ® -< < w -zoo 2 [ / oz2uwo /\ zz3 oz �± /_ < a - ® 85® -z=° °S° 3 -so = §±col / \ uowi-- w3° &&_ z7«a/}33 G = $< wU) =}j/ - —= E/ « zM.Dozwz2» .E:) , -i m § \5 �/\»E/b // j) ?\§ƒ3)§ s gw= � e / \= <[0Q\<V)} E[ 3 �//}{\ . / eKMd\\) 66& § 3�5 §/uzzz< ^ ) « aG\_}}\� Z- < 0o0 } +j)\L,L,\ . $ L, 2°� k� 9 \\ \y~x`°) =3& .1 .5 -Su bzuua .C) c +< #zeac <= =,=o>o= ; 7. Notes on Sheet E8 specifies fire alarm system as bidder design. These notes are y offered. A. Pull stations mounted between 36 inches and 54 inches UFC 1007.2.12.9.3, WAC 51-30, Section 1106.15.3. B. Provide pull stations at all exits, UPC 1007.3.3.1. C. Provide a permanent, durable graphic floor plan display that provides delineation according to type of alarm. D. UFC, Section 1007.2.9.2 requires that single station smoke detectors are not connected to the fire alarm system. To meet the intent of the code and provide for alarm notification to the fire department. The smoke detectors in the dwelling units may be connected to the F.A.C.P. with a four minute delay, allowing staff to investigate and reset the alarm. If the alarm is not reset within this designated period the F.A.C.P. would send an alarm to the central station. Also, place the F.A.C.P. in a nearby office and only the graphic enunciator shall be in the front lobby. E. Provide cut sheets on F.A.C.P., S.D.s, P.S.s, H.D.s, magnetic hold open devices, horn strobes. Provide battery calculations and drawings, details and description of the graphic enunciator. Call out mounting heights for the horn strokes. WAC 51-30, Section 1106.15.2. F. Visible alarms shall be placed at a maximum 50 feet intervals in corridors and hallways. WAC 51-30, Section 1106.15.2. Sheet E8, E9, E0, El l corridors. 8. A full review of the alarm system will be required when the bidder has completed and submitted shop drawings for construction. MECHANICAL 1. Several exhaust fans are shown with termination points at windows, point of discharge shall be at least 3 feet from any opening that allows air entry into occupied Portions of the building per UBC, Section 1203.3. 2. Source specific ventilation is required in each kitchen where water or cooking cooking unit. hood shall be provided for each c g • vapors are produces. A range VIAQ 1995, Section 302.2.1. Not less than 100 CFM source specific kitchen exhaust hood shall be ducted to the exterior of the building. VIAQ, Section 202 definitions several details Sheet A-13, shows recirl hoods that are not permitted, Detail 20 (Unit F) shows no kitchen hood. Address to plans. 3. All exhaust ducts in unconditioned areas shall be insulated to a minimum of R-4. i, All supply ducts in the conditioned space shall be insulated to a minimum R-4. M VIAQ, Section 302.5. s e c � �• s r of �apis°'T��a vu a r- ,:-nr.i• m 4i, N H E 69 0 " m 3 u N 39 � ••cr u z 'E,�` � �j ' .o E Eco Ao _ a c a ^+ v a v E n dLL m— o� E '° - - v °• t :: G]� E °r avid U u E� �.c � " = o ° n.N yr c� c v zj o ^WE v 'c n� a9 aPi Ero cus � � 5 =vas yore oa u�� nc `OcE� - — _ C _ . N .� 'J G.V _ E N N•O6l p � A ti L_ � � O ° t_ G 'j _ :- W E ca O- s = E o - E El tt LL •n R' V V u - G �. z>i G�i, a A _ H G•n S g v _ N r t e € ... ... o f _. s € u ., E N o o e _ ee'• � .� �.. ��' � � k•.5.. ode oo - ° V J-° _ � Yi. u CC¢ p v � NEE � acuo c 0 0 0 c p s EEi y o om o a .oco - o � E.c _ _w€ to •".� v co .. N pao.wv E. ° Ej t aE as � j - 0 - u >S E5a '> c C cN �a ° auEn2cEE 40` ° - `v' vv ° '^ om � E eowc cw o _ u IF rN.'. o ` u Oo eq y o om n O O c mo p ° > o e� o e o h E e `• �` rN�' n ^ u Ea E `=_o� b °� ryz .Q•i o Noi,. _o aaa ao5 ep, i" •- w � O o C e � o O ° a K L "• °.> � AAE `� E �c � _ $ u � gnE g y '^g g T � ,r 03/16r1997 17: 41 206822386E DBG, INC PAGE 02 r l * a dbgDesign/Build Group, Architects 10532 NE 68th Street, Suite 1I130 Kirkland, Washington 98033-7001 architects (206) 889-8984 _ fax: 822-3865 March 17, 1997 Don Measamer FAX(360)293-1938 Building Inspector City of Anacortes PO Box 547 Anacortes,WA 98221 Re: Anacortes Senior Housing COM 96-0076 1300'0'Avenue Dear Don, There are two issues to document for your files. If there are any questions,please do not hesitate to call. TOIST BORING As per our phone conversation, one of the subcontractors bore approximately 5 - 1" diameter holes in several joists in the living units. After discussion with the Engineer of Record,Dean Wilson PE,the jobsite was instructed to place an additional 2x10 adjacent to the damaged 2x10 and combine nail them together. The jobsite requested further clarification on hole boring. Using UBC 2326.8.3 as a starting point,boring shall not be within 2 inches of top of bottom of joist and shall not exceed t/ of depth (2 1/a" diameter max.). Additionally 24 inches of joist must occur before any additional boring can occur. SMOKE DETECTORS The electrician has questioned note#4 of the Fire Alarm System Notes on Sheet E-8 of the drawings(copy attached). After review of the files, I noted that I misunderstood the City's letter of June 5, 1996,page 8, item 47D (copy attached). The drawings indicated that smoke detectors be attached to the fire alarm, while both the City's letter and UFC 1007.2.9.2 (copy attached) indicate that the smokes NOT be attached to the fire alarm. The Architect wishes to modify the permit set as follows (Sheet E-8-Fire Alarm System Notes#4): "4. Smoke detectors in the units shall not be connected to the fire alarm panel." Thank you for the City's attention to this matter. 42vid Sincerely, Haynes,AIA Architect xc: Dean Wilson,PE fax: 313-0380 White Security Systems fax:481-2114 Stephens Electric fax: 952-4076 Jobsite f:\data\dbgarch\anacort\joists+smoke detectors David B. Haynes, Registered Architect AIA -NCARB - ICBO 103/16/1997 17:41 2068223865 DBG, INC PAGE 01 Design/Build Group, Architects FAX TRANSMISSION Fax: (206) 822-3865 If this transmission is not received clearly, please contact (206) 889-8984 TO: Don Measamer FAX #: (360) 293-1938 Number of Pages: 5 (includes cover sheet) Time & Date Sent: 3/17/97 ANACORTES SENIOR HOUSING David Haynes 10532 NE 68 " Street , # 130 Kirkland , Washington 98033 -7001 83i16i1997 17:41 2068223865 DBG, INC PAGE 03 i 1 7. Notes on Sheet E8 specifies fire alarm system as bidder design. These notes are offered. A. Pull stations mounted between 36 inches and 54 inches UFC 1007.2.12.9.3, WAC 51 30, Section 11 06 15.3. B. Provide pull stations at all exits, UFC 10073.3,1, C. Provide a permanent, durable graphic floor plan display that provides delineation according to type of alarm. D. UFC, Section 1007.2.9.2 requires that single station smoke detectors are not connected to the fire alarm system. To meet the intent of the code and provide for alarm notification to the fire department. The smoke detectors in the dwelling units may be connected to the F.A.C.P. with a four minute delay, allowing staff to investigate and reset the alarm. If the alarm is not reset within this designated period the F.A.C.P, would send an alarm to the central station. Also, place the F.A.C.P. in a nearby office and only the graphic enunciator shall be in the front lobby. E. Provide cut sheets on F.A.C.P., S.D.s, P.S,s,H.D.s, magnetic hold open devices, horn strobes. Provide battery calculations and drawings, details and description of the graphic enunciator. Call out mounting heights for the horn strokes. WAC 51-30, Section 1106.15.2. F. Visible alarms shall be placed at a maximum 50 feet intervals in corridors and hallways, WAC 51-30, Section 1106.15.2, Sheet E8, E9, E10, Ell corridors. 8. A full review of the alarm system will be required when the bidder has completed and submitted shop drawings for construction. M CHANICAL 1. Several exhaust fans are shown with termination points at windows, point of discharge shall be at least 3 feet from any opening that allows air entry into occupied portions of the building per UBC, Section 1203.3. 2. Source specific ventilation is required in each kitchen where water or cooking vapors are produced. A range hood shall be provided for each cooking unit. VIAQ 1995, Section 302.2.1. Not less than 100 CFM source specific kitchen exhaust hood shall be ducted to the exterior of the building. VIAQ, Section 202 definitions several details Sheet A-13, shows recirl hoods that are not permitted, Detail 20 (Unit F) shows no kitchen hood. Address to plans. 3. All exhaust ducts in unconditioned areas shall be insulated to a minimum of R-4. All supply ducts in the conditioned space shall be insulated to a minimum R-4. a VIAQ, Section 302.5. 8 ii 03/16i1997 17: 41 0.0680.23855 DBG, INC PAGE 04 II } ww p JG O❑ Z zV n mw w w RVi§ �g p ? L-Ljj �vC) ¢ S =aowY pw 00 Zo cn Wo�`� zdaLa � z �rnoy W7"�pzwKQ Oa J �p �Fi" �Ln =ow ° o< g� Oof wa �"mV ff�w o �z^o - w 00 z 0 cn - SM N4 VdaVJww Wz}wX cr zw -wwZn V0 wwpw¢ S w � 0O OJm==ozw Q-NJI 4 OJ- - n' cr LLJ LJ—V) -Z=g00c-oN50 p1�aDa O =UO- wr-� wwJcnzxzz.GJ}aM-r omzowz0Z = Q a�rcn"Owm z - WWUCLOQUCn WU.,a Om Wj .. ap wJL Oo=JOww: =50Y ¢ �aa��C¢—n - QDXOO^Q �op i- Nwwp r--�-w Z Q wp^20» O cOOzaevZ ,jL) mm�zd� Wl JOOOaOU ^0- adm Z �� Ol/1 �'LoN Ow wz W a an Nct3Woa2 �F¢oz ti ¢ gqpOz o VV1Q � 3 li ��cJri� o-a¢mm � oaauji 1�r vo 03/16/1997 17:41 2068223865 DBG, INC PAGE 05 b 0 Nm .......... 00NY1 mID..................... y T. r yd -12 c lai , I 1 'o - c G � E !� eJ I l ig V y 1p 914 v' i ) k o . c m C h t 1 1 r• U 0 1+; cou c G c O nJ pl , vi rl 71 iz c ( E r ji N n c : d t a p tl 1 u .n ) �.Fj cl Design/Build Gioup, Architects cts 10512 NE 68° Street, Suite #11,0, ffigil liukland, Washington 98033 7001 architects 1 (2W 889-8984 fax: 822-7865 January 2, 1997 Mr. Don Measmer City of Anacortes PO Box 547 Anacortes, WA 98221 RE: Anacortes Senior Housing COM96-0076 1300 O Avenue Truss-Wall Detail Dear Don, As per your request, the following detail, shows the connection between the i:niss to the ledgei as required to support the loads as outlined by the truss manufacturer. Sincerely, David Ffayn 's Architect David B. Haynes, Registered Architect ---.__.�----' --_MA -NCARB - WHO I I NIW „Z o wG x W CJ G O L L ` \ I U Z/ Cc- to Z H g — N u p r x W Q N N � d 2 N N \U O n_ Q ^(� N w F Ud ¢ Ln (f) Of w O z (n J J V LLJ O 1 LJJ�1J J � U ' c O d (p Z ® p Z x } O J N co�W 0 �� O c0 N 0w ® CD Of I N En-11 3 I � � o (n Q N OO Q O FI- O N LLI [if Q J Z to N m � � D ~ n x w( U) N 2 N A Of N v u) N ~ af F Q Q � I Z I f II ANACORTES PLRNNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O.BOX S47,ANRCORTES,WR 98911 • (360)293-1901 FRX (360)293-1938 IRN MUNCE,DIRECTOR EDWIN FRANK,BUILDING OFFICIAL III September 13, 1996 David Haynes Design Build Group 10532 NE 68th Street, Suite#130 Kirkland, WA 98033-7001 RE: Anacortes Senior Housing- 1300"O" Avenue, I Hour Exterior WaIVOSB Substitution. Dear David: As we discussed by phone on September 12, 1996, the substitution of the 1/2" OSB board is approved per Table 23-I-K-2. The exterior wall proposal per Table 7-B, Assembly#18- 1.1 is approved with gypsum board extending behind the veneer to the slab elevation. Please provide a building section drawing reflecting the proposed changes. Sincerely, CITY OF ANACORTES Don Measamer Building Inspector DM:md i Design/Build Group, Architects (� y 10532 NE 68°' Street, Suite f/130 t. Kirkland, Washington 99033-7001 architects J (206) 889-8984 tax: 822-3865 November 4, 1996 Mr. Don Measmer City of Anacortes PO Box 547 Anacortes, WA 98221 RE: Anacortes Senior Housing COM96-0076 1300 `O' Avenue Sheathing Clarification Dear Don, This letter is clarify for the City and the Contractor, the sheathing requirements for the above referenced project. Sheathing Ap roved [o Date C 111 Ification Shear Walls 'A" OSB 2-A4-W 15i32"OSB 2-M-tit -- --- --- revised 9/3/96 _ _ (oailing as per s[ruch.oalplans) Roof 'A" OSB 7116" OSB 2-M-W Sheathin revised 9/12/96 (i0d nailing at 6" oc it edges & 12" oc at field) —_ Floor 5/8" Plywood TL,G %" OSB T&G Sheathing a r rrovcd permit set (10d at 6" oc al: edges & 12" oc at field; Notes on table above: 1. Shear Walls - 15/32" OSB is the actual delivered sizing of what is called nominally 1::" OSB board, this is .a clarification, and not a revision- see ail.ached information from manufacturer. 2. Roof Sheathing - 7/16" is what was originally specified in the architectural plans, and conforms to UBC Table 25-I-S-3. Durin- my 9/12/96 revision, I mistakenly changed the note to 'A" OSB, this was in error. 3. Floor Sheathing - 3/a" OSB T&G is being used on the recommendation of the gypsum floor underlayment subcontractor for a sturdier floor, this is a revision above the code required thickness. I The nailing patterns have been included in this letter to provide jobsite clarification of the intent of the construction documents. I apologize for the confusion regarding this issue, and appreciate your consideration in this matter to clarify the intent. Sincerely, Irk id Haynes Architect bw444� xc: Jobsite4 \\server\data\dbgarch\anacort\sheathing clarification David B. Haynes, Registered Architect AIA _NC;;,R.B - 1C UO 11/04/96 12:55 . 002 i Sturdi-WOOd"I Rated Sheathing Application and Handling Sub Flooring Wall Sheathing Sh^pSturdi-Wood undertarroifpracnyed CCveru,`tha?`4".-airirun;thiclkness U.�c-V aresistrzcki^cshzar!:..edsi-L•e�ct rain.�exreaed-$zone u:car rool or iup, Maxim' add;>io*al bracing.Co�er:•.at?-c�cpprovod : ucL t rela-ys wil Urs t harm repspnable Mazittttmt Spas[ S1;S°7 szcing. consau oQd deta°ys me not h hU �. On Center Maximum,Span ..urdi=J/Cod-If e%�?arrseiv r y„hUr„„idC:3' 7Fsckness SuDPu.^.SPaang On Cwter o s�naing•t2.artsexpeci d or;[prtr -- ---... longed raa>52re;Ksty au ;nyc rsir c5en. T18v or 1!2" ,e" Tkckri s 5eppa t Spacing extra owe should beIskentoensursm. 5ts" L0." rdnimums ar$met. , lnstOSturdi•L1Iced c^:naordancewth _2zJ1 Minimum Fastening Schedule 'refollowir tables. Fan s cr�inuoscnraocr-zoespans. Ini madiata An tations praYedon each panel as par Apply with 10.zg(ice ai n.3d d:n•Pneton Dwzerw sce edge Support efIhe' FatedSheatn:Tg' rar.,p perpendreulartosupperts.Wn'tormloe- aneT cr c cing installYa'.i1t�Kcsr_-Ght,.zoeuptoprovide 15`_actond7trni'wi11-O t 0Y "?e span under Y - �' addedsuriacefriCon for n<xanumszr.-y. E5pst. Ed Common ure :asenvirnatleaszihemirirurr`astennar o:wirenaiis _ _ o" 12" schedtde shavin and gap panels ve."at 161'cG gzivzr Jzed theioini. Minimum Faste*g Schedule Cutouts for plumb n ;.g and alectricai Inte "date s`a F 3(8-"'1h crQ:r,. : £ cendui<_should be oversaed io avoid a Fastew Size Edge Suppun +crce f and a V'2 inch gap should be pro- and T/re Spacing $caarg �ed�tvZw_1oaheiec gas andconoree Fasene:sbbencles5t.-a°s9,'& CQ COTt'�C'tT'"tom t 11"'-C''� ry walls or sp;ral tread rails 6° i2" pEnW'Cges, i•M3"-sB"gz gal'vanizad=P es `mth crown width Va`r 4" 71, Service Fas?ners tc Le no lass than 316'1 Tcm For mot'Cod please and cz your ne of panel edges. S urCi- iaoC please men S:your mares, w'e�+zr„aeuSerGu��cr,.erServic„Cen:ec L111 FrK !n 31n 0�.Qt Sim Roof $l3eathing !ncca yx`e ,(aw I(M cover with an approved roof covenrgJ Of',w``-3!50 55E2.C� Maximtun et Spans NER-108 azgc � ` P p oilC=U.' live Load Total Luad r : '5'z's`:E�ill-. = 7_z=aslt 11 11 .i,tcmix 7Taekoess SUP;Ort spacing lbs.Sq.Ft. 1.4.4 Ft. Fcr, ,a urb" t6' 65 77 ;het g;r-51 OJ aa7�r,6Z .31aR 2e 3 � :;rra 7136` 24' 40 50 ixri4 d et2"or3&32" 2e" 55 Co tl ,7&Siir.S u%�-<,so . '112"or 3$= 52" 30 Zp �A.que s' °-�y-s!W,ye n:rP fir: _ i�1?�+Y'd•:+.y+ ',. y,:�-F+:ry.:�+e!et o.:n��to;uarcrea rt�acc'+rg:•rr��s'� 9_^2r1:8.'�N panEiSCDn.nUCUS rvEr'WC v'r mCrr3 SC2RS.Mpply "h t+ry(faC rr oR,ed)d:',ZonSCn n+°i Jtl-',14 9�2•`.�!6 �2i-137y' pemgndicuar to svppons.Unifor'n load tl RectIC.,limit 1 2-O. .w spar,unoe W= 5�5v�cs i ,e.a)e�ots s2;�.7za load. lbi S-'itLa+eC id6tl g%2ac2> I36?.FiiK- 4,°-,3.&S7 Minimum Fasming Schedule tiZ237 (ntataedizte Cc arGo .r FasteserSize Edge Sappor, K13 3 55i1 39Z89 and Type , Spacing Spacing- - 6d common box . or wire❑aus a'' 12° 16"ga gatvarrized staples'veith-vowr, widT'Me -Srzpf�mu4 Fasteners to t'-no less than 3 a"from panelecges. ',. Weyerhaeuser dbgDesign/Build Group, Architects 10532 NE 68"Street, Suite#130 Kirkland, Washington 98033-7001 azchitects _ (206) 889-8984 fax: 822-3865 September 3, 1996k q- �'d-a4lo Mr. Don Measamer City of Anacortes PO Box 547 Anacortes, WA 99221 Re: Anacortes Senior Housing COM96-0076 1300 `O' Avenue OSB substitution of CDX Plywood Dear Don, This letter is to request a substitution of materials to the approved building permit set of drawings. The structural drawings indicate `plywood' for shear purposes. A substitution of oriented strand board (OSB) is requested. UBC Table 23-I-K-1 and Table 23-I-K-2 (copy enclosed) indicate that the substitution for 15/32" CDX plywood would be 1/7." OSB - panel grade 2-M-W. The allowable shear on each is identical. Thank you for your consideration in this manner. Sincerely, David Haynes, AIA Architect Enclosure fAdma\dbgarch\anacod\OSB shear change David B.Haynes,Registered Architect AIA -NCARB - ICBO I N TABLE 23-I-K-I—ALLOWABLE SHEAR FOR WI OR SEISMIC FORCES IN POUNDS PER FOOT FOR WOOD STRUCTURAL PANEL SHEAR J 1,2 WALLS WITH F MING OF DOUGLAS FIR-LARCH OR SOUTHERN PIN ANELS aPPueD ovER 1lt-INCH(13 mm) PANELS APPLIED DIRECTLY TO FRAMING OR sl4-INCH 116 mm)GYPSUM SHEATHING Nall Spacing al Panel Etlges Nall spacing at Panel Edges(In.) Nail Size x 25.4 for min MINIMUM MINIMUM NJ x 25.4 for mm (Common 3 23 NOMINAL PANEL PENETRATI Nell Size 3 23 or 6 4 THICKNESS IN FRAMIN (Common or 6 4 Galvanized x 0.0146 for Nlmm (Inches) (inches) Galvanizetl Box) Box) xO.m461or Nlmm x 25.4 for min Box) 8d 200 300 390 510 PANEL GRADE l Sh6 II/q 6d 200 300 390 23o4 3604 4604 6104 1 Structural) 318 8d 2554 3954 s054 6704 IOds 290 430 550 /in i T/I6 11/2 280 430 .550 730 _ 15/i2 340 510 665 870 — IRO 270 350 450 IS 11/8 IOds /32 350 450 8d 5 11/a Gil I80 27O 510200 300 39p 510 ha 200 300 100 r C D,C-C 3/a 2204 3204 4104 5304 �. Sheathing,plywood 3/8 1 Rd 2404 3504 4504 5854 I0d5 260 380 490 640 Panel siding and other 7/16 I /2 - grades covered in 15ra2 640 I 260 380 qqp U.B.C.Standard 23-2 5 310 460 600 770 - t or 23-3 I5/32 1 /g IOds 340 510 665 870 I)/32 ' Nall Size u f Nail size (Galvanized (Galvanized Casing) Casing) A 275 360 8d 140 210 275 360 14U C 1 11 s / fid Plywood Panel siding /I6 11 IOds 160 240 310 410 in grades 3 11/ . Rd Ifi0 240 31( 410 'T covered in U.B.C. /6 Standard 23-2 y X P• along C 1 All panel edges backed with 2-inch Ol mnt)nominal i eider framing.Panels installed either horieontall space vertical) S ace nails at 6 inches(152 )one enter intermediate training members for /s- inch 25 min ul 7/I,-inch(I I man)panels installed on studs spaced 24 inches(610 mm)on center and 12 inches(305 mm)on W sheand 0.65 for O center for other conditions and petrel Thicknesses.T1 e values are for shod-lime loads due to wind or earthyuake and be must be reduced 25 percent for normal oa mg. Z the Allowable shear ties for nails o aStructuminl g mar the P i;at other pecieset forth e III- of win€factors:0.82 for species w th specific gravity sgreateionti than or equal to 0.42rbut less than 0.49Y muhipiying Z species with a specific gravity less than 0.42. 6 inches analoints shall be offset to fall on different framing O 2Where panels ire applied onboth faces Ot'a wallannodnm'I P`tlucker is less nd nails on each,tide.shall be staggeredtherside,p 1 00 members or O:unin€shall be 3-inch(76 nun) M .1ponoing at adjoining pull edges,hall he 3-arch(76 np nominal)or wider and nails shall be staggered where nails are spaced 2 inches(51 met)on center. IS inch(12 met)panels,provided studs ^The values ibr 1/s-ilicli(9 5 nvn)°ml z/,,-inch(I I in( panels applied direct to(T immg may be lion across U to values shown for /32- A Z are spaced n maximum of l6 inches(406 met)on ter or panels are applied with long dimension across studs. T SFare sp.ing at adjoining panel edges shall be 3-inch(76 n)nominal or wider and nails shall be staggered where toil nails having penetration into framing of more than I S/ti C O inches(41 mm)are Spaced 3 inches(76 met)Or le. 1n center. M s 03 C O TABLE 23-1-K-2—ALLO BILE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR z PARTICLEBOARD SHE WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE7,2 O III PANELS APPLIED DIRECTLY TO FRAMING PANEL APPLIED OVER 1/,-INCH(13 met)GYPSUM SHEATHING Nell Spacing at P Nail Spacing at Plywood Panel Edges(Inches) anel Edges(Inches) MINIMUM Neil Shia x 25.4 for met In NOMINAL MINIMUM NAIL ail Size x25.4 for mm (Common or 4 3 23 PANEL PENETRATION mmcn or 3 23 Gelvanlzetl 6 THICKNESS IN FRAMING hmillied 6 4 Box) _ x 0.0146 for Hamm (Inches) (Inches) Box) - x 0.0146 for Will x 25.4 for met gd 190 270 350 450 PANEL GRADE 180 27O 350 450 I 6d 1 5/v I /a � 390 510 20p 3U0 390 510, . 200 300 1 x i2204 3204 41014 5304 380 490 640. 7 11/2 8d 2404 3504. 4504 5854 IOd5 260 3/s III 2-M-W /I6 260 380 490 640 _ !, 1 5/3 10U5 310460' 600 77f1 - — 5/s 340 510 665 870 rver i fly. ace 1A11 panel edges backed with 2-inch(51 met)norm 1 °r wider nr.balled with Ineaong dimenc on Par llelthel ttOls. s spaced 24 Pnchesa(6 If)Us met) d ceder andper en inches normal intermediate(ranting members or 3/x-Inch(9.5 } )P met)on center for other conditions and panel I nesses.These values are for short-time loads due to wind or earthquake and must begreducer�25 percent for normal loading. Allowable shear values for nails in(ram mg m 1 tiers a other set forth in Table 23-111-7 of Division III shall be calculated for all grades by multiplyingthe values N for common and galvanized box nails by the fin I wing factors:Group 111,0.82 and Group IV,0.65. w 2Where particleboard is applied on both faces of a I it and nail nominal Or thicker and nai inches(152 mad oil cen ls on each side shall be staggeredter oil er side,panel joints shall be offset to fall on different — framing members,or framing shall be 3-inch( ' _ I nr wider:and nails shall be staggered where nails are spaced 2 in (51 met)on center. x I 1 Design/Build Group, Architects 10532 NE 68 s Street, Suite#130 Kirkland, Washington 98033-7001 �'L`•F�O// azchitects (206) 889-8984 fax: 822-3865 August 26, 1996 Mr. Don Measamer City of Anacortes �ECFiv�Q PO Box 547 Anacortes, WA 98221 �G 2 g 1996 Re: Anacortes Senior Housing COM96-0076 BUI����C' OEPI- 1300 `O' Avenue 1-Hr Exterior Wall Dear Don, This letter is to request a change to the approved building permit set of drawings. Specifically, Sheet A-16, Building Section I refers to the "Typical Exterior Wall" based upon Gypsum Manual #WP8105 (portion of Sheet A-16 enclosed). This assembly has 5/8" gypsum sheathing on the exterior face of the wall. The proposed change would be: Change the "Typical Exterior Wall" to utilize UBC Table 7-B, Assembly #18-1.1 (page 1-134, copy enclosed). With wood siding, allow the use of 1/2" gypsum sheathing on the exterior face of the wood studs. 2x6 @ 16" o.c. studs would be used to meet the State Energy Code. Where the wall changes from wood siding to brick veneer, please see the enclosed excerpt from ICBO `Building Standards" dated March-April 1996, page 9. The inghlighted assembly (left column, third from top) shows a one hour assembly requiring no gypsum sheathing on the exterior surface of the wall stud. Only a 1/2" air space is noted. Thank you for your consideration in this manner. Sincerely, s David Haynes AIA� a-� V Architect V � " Enclosures f.\data\dbgarch\enacon\One Hour Well Change David B.Haynes,Registered Architect AIA -NCARB - ICBO ROOFING OVER BLDG. PAPER OVER 7/16" O.S.B. ` BOARD OVER WOOD TRUSSES W/ R-38 ILAT10N OVER 2 LAYERS 5/8" TYPE 'X' GWB / �\ (GYPSUM MANUAL RC-2601) 2X8 RIDGE, TYPICAL 4" CONC. SLAP GRANULAR BAD 5/8" GYP. SHEATHING OR 5/8" GWB EACH SIDE OF GABLE END TRUSSES, TYPICAL (UBC 4303(b)8) POURED �II RETAININ( & FOOTJt STRUCTU CAL INTERIOR BEARING WALL: C BEAM, SEE F " TYPE 'X' GWB EA. SIDE (SEE STRUCTURAL UCT. FOR SHEAR WALL NAILING) 2X6 @ 16" O.C. — NAIL W/ 6d TED NAILS ® 7" O.C. ?SUM MANUAL WP 3605) TYPICAL EXTERIOR WALL: SIDING (W/ 6" EXPOSURE) OVER BLDG. PAPER OVER 5/8 GYP, SHEATHING OVER 2X6 ® 16" O.C. W/ R-19 INSUL. OVER 5/8" TYPE 'X' GWB ILID BLKG. ® ALL BEARING POINTS & GYPSUM MANUAL WP 8105) TNEEN UNITS BRICK VENEER WHERE SHOWN) 4" CONCRETE SLAB SUBSURFACE GEOCOMPQ DRAINAGE FABRIC SEE STRUCTURAL (MANSANTO HYDRAWAY 1 O II R-10 RIGID INSUL TYP POURED CO RETAINING WALL - & FOOTING, SEE STRUCTURAL 6 1 A19 S1 C31 A I 7-9 1994 UNIFORM BUILDING CODE o � � Z UN I W ~Q^ E =0= .O ZUG N C � •O Z N F p i. �• �• C N'O C N.-• T'J. C '� ^ 7 N t'p u' . u1 2 C-- 3 T v s y `_ 5 Ei t; .S ,D E a ` 'C cC N- p E L •-.• O N ci'� N G p N O Ems= ryE-' c`ui ry^O - uo E r. yd 3a 3 In E uC Nr `� $,�-a.E Er cc N c ° Z - Q N aa ° p v -' � T... N D,ao u 7 E .3 0 > O O - y-� E C T `v- y E Oti U'C'C+ vOi 'C Cc Q 3 A E= = 3 y r o�� y p c N o K v, E o `m vw-, - � .. 'c ' ` ^_ a�'nv�i.0 b � " "E °�\ p o�.o . Es'a °' v,-o c•o P?`=-fi E . b o. Ec �a � _ 3 �_ u u— ' u 3 rri v c — `r E a E c.F �D o O z v E T o 0 > u E 3 0 - o �k `o�'� E g ° O O F 'O a " N.F �FT'o �m E y"�R EE.To �.°�� E `° �a o V m.E ` _. O LLcl) U C .u. E- o carob,= i,c ` E _� .00 .t6. mo � uEia ou :: u - O � E� � u � 3 E -� odv M.E Fcc o c E=,o E 3 c�'o $s.E o_ W 'wy ao 3 `n"mw 'o w� Es E'er_ 3 m^3 E C. E ox o c_a �..c a u ❑ c._ Eu E W Nvi c`'. ED'� J C E_ o�� G .N O Ty �, E o Ey ow u, N 3 '°"'. E- ,., ,°U 0ux ;vg ❑ a"" E E F OEr O C� -8O .QO N - Ty:d - Ea =-0 T�.9 TjLX W E� �v aam� a p�ec� . ..- o n'o.o ESc �' ¢ Enron FT3c �ap u° cuiE �f: E ° E52 E .. um o.0 Eonvcuu Ec,.'o E Eucm :? E0 �eac n.E ... Em .. - pC Q �TNN'E�'? � aTE.9py.O.t � 3G d ❑X� `° '° '^NE> 2= uE u U F"Q _2T0 - cgN � LLI u MWam v v v v v v W 'n 7 v; N n a m r r 0c co 00 00 - 72 w h o o E u o a r x 1-134 i I �. 1-HOUR WALL SECTIONS 2-HOUR WALL SECTIONS 13/,-masonry or 5/a"gypsum ea.face 2"masonry or 11/4"gypsum ea.face ` Adhered veneer 2t ~—units&backing 5/8" t3/4^ 2" 11/4" Studs \ _ pe X Gypsum wall board Adhered veneer 13/4, 13/4. both faces 2, r _ 2" Studs— Al. 'v S� Adhered veneer t 5/en t13 2" Studs 111 Gypsum plaster_TTVM Space 1"± Space +{ (.— Anchored veneer Brick units Type X Anchors sp2Z' ot bedding Jape X Gypsum optional Uypsum wall board wall board r b Hollow brick 0 Reinforcing in N grouted cells m U_ E FIGURE 1(a) FIGURE 1(b) a The one-hour walls require not less than 5/ -inch gypsum board or plaster,or 13/4 inches of adhered veneer and backing on each face.The two-hour walls require not less than 1114 inches(twos'/a-inch boards)wallboard or gypsum plaster,or not less than 2 inches of brick veneer and backing on each face. The thickness of brick veneer includes the unit,the cement bond coat and cement backing surface.Walls of hollow brick construction, in compliance with Chapter 21 serving as reinforced veneer may be rated for fire endurance as in Item 1-2.4 or 1-2.5 of Table 7-B. For Sk 1 inch=25.4 mm. ! Figure 4—Examples of fire ratings of brick veneer walls. BUILDING STANDARDS/March-April 1996 - 9 ANACORTES PLRNNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O. BOX 547, RNRCORTES,WA 98221 1 (360) 293-1901 -FAX (360) 293-1938 IRN MUNCE, DIRECTOR Cpg EDWIN FRANK, BUILDING OFFICIRL Design/Build Group David B. Haynes 10532 N.E. 68th St. # 130 Kirkland WA. 98033-7001 Dear David, During a phone conversation taking place on Oct. 25 th., 1996 you mentioned that the original engineer of record for the Assisted Living Center project on O ave was no longer available or, at best, difficult to contact, with this in mind it will be necessary to designate a substitute engineer of record per 1994 UBC section 106.3.4.1. Please provide name, phone number, and address as soon as possible to avoid possible project delays. I would also like to reiterate that all proposed changes to the approved plans shall be reviewed by the architect and engineer of record for compliance with applicable codes , stamped, then submitted to this department for review and approval. Proposed structural changes to the approved plans , along with supporting calculations, will be sent out to a consultant for review and approval. 1994 UBC sect. 106.4.1. When documents are submitted which require an additional plan review,( sect.107.3 ) fees will be assessed per 1994 UBC table 1-A. The client or owner submitting documents which are reviewed by a consultant shall incur the consultant fees plus any review fees necessary from this department. All proposed changes shall be approved by this department prior to incorporating said changes at the site. I have recently been notified by Gordon Bruchner that the engineering fees for work in the city R.O.W have not yet been paid per city ordinances. Please contact Mr. Bruchner at 360-293-1919 as soon as possible to determine the amount. If you have any questions please feel free to contact me at 360-293-1901. Sincerely, �� Don Measamer, City of Anacortes Building Dept. a` `, £ �s £ k ; P.O.Box 547,Anaoortm WA 98221 Office Phone No.: (360) 293-1901 s� Fax Number: (360)293-1938 FROM: N'\-q.-v" - PAGES INCLUDING COVER SHEET: COMMENTS: �-A 0.klz�s CA*y V c-, ELY e- �� 9 Ga RNRCORTES PLRNNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O.BOX 547, ANRCORTES, WA 98921 • (360)293-1901 - FAX (360) 293-1938 IAN MUNCE,DIRECTOR COA� EDWIN FRANK,BUILDING OFFICIAL June 4, 1996 David B. Haynes 12334 Northup Way, Suite D Bellevue, WA 98005-1915 RE: Anacortes Senior Housing, 1300 "O" Avenue Zoning: R4 Units: 66 Lot Size: 83,865.05 square feet Lot Coverage: 31,515 square feet, 50% permitted - OK Parking: 33 required, 34 provided Accessible Parking: 2 required, 2 provided Occupancy Group: LC-7, Boarding Home Construction Type: V-1 Hour J � WILSON &ASSOCIATES, CONSULTING ENGINEERS 26621 SE 172MD ST. ISSAQUAH,WASHINGTON 98027-8297 FAX(206) 313-0380 (206) 392-8996 OR 392-8947. January 8, 1997. Don Measamer Building Inspector. City of Anacortes. P. O. Box 547. Anacortes, Washington 98221. j Subject: Anacortes Senior Housing_ Dear Mr. Measamer: The rooqf trusses for the subject project have been designed for a Live Load applied to the Top Chord of 30 PSF(Snow): a Dead Load of 17 PSF. of which 7 PSF is applied to the Top Chord nd 10 PSF is applied to the Bottom Chord. An additional 10 PSF of Live Load is applied to the ottom Chord in conformance to Table 16-B, UBC 1994 (Footnote 4). This load is quite large in C. arison to actual toad due to the sprinkler system. The sprinkler system is characterized by 1 %- -2' pipe in corridors and 3:" pipe in residential units. All of which does not exceed 10 PSF Live Load assumed for design purposes_Therefore,the Live Load imposed on the bottom chord is quite conservative. Should you have any question, please call me immediately at(206) 392-8996. Sincerely 40 IT � • 0 -A Wilson &Associates. y Consulting Engineers. .a p„13908 Zz.. &;. 70MAI. Dean W. Wilson, PE. EXPIRES cc: David B. Haynes, AIA. 5 i HOLD HARMLESS AND INDEMNIFICATION AGRtEMENT f Ali s The Landowner shall save, keep and hold harmless the City of Anacortes, its officers, agents, employees and volunteers from all damages, costs or expenses in law or equity that may at any time arise or be set up because of damages to property or personal injury received by reason of or in the course of performing work which may be occasioned by any act or omissions of the Landowner, any of the Landowner's employees, or any subcontractor. ! iilll ture D e -a II � - 5 � t2 C� J 3 " SYSTEM ACCEPTANCE Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work.Inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left In service before contractor's personnel finally leave the Job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities,owners,and contractor. It is understood the owners representative's signature in no way prejudices any claim against contractor for faulty material,poor '.. workmanship,or failure to comply with approving"authority's requirements or local ordinances. PROPERTY NAME. G,Ln,. f e ad,. DATE p O t 5 q-7 PROPERTYADDRESS �(I� ✓ �VIo r®I �VLrr�� W4 2-2- . ACCEPTED BYAPPROVING AUTHORITIES(NAMES) ADDRESS PLANS INSTALLATION CONFORMS TOACCEPTED PLANS E�-YES ED NO EQUIPMENT USED IS APPROVED J2'FES NO IF NO,EXPLAIN DEVIATIONS _ HAS PERSON INO CHARGE OF FIRE EQUIPMENT ANDBEENINSTRUCTED AS 0 YES ��NO TO LOCATION OF CONTROL VALVESAND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF N0,EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: �Q- ES ❑ NO 1. SYSTEM COMPONENTS INSTRUCTIONS ,�}YES O NO 2. CARE AND MAINTENANCE INSTRUCTIONS C]'YES =1 NO 3, NFPA25 0 YES ❑ NO. LOCATION SUPPLIES BUILDINGS OF SYSTEM YEAR OF ORIFICE TEMPERATURE- MAKE MODEL MANUFACTURE SIZE QUANTITY RATING U SPRINKLERS PIPEAND Type of Pipe P1111 FITTINGS Type of Fittings h . ALARM MAXIMUM TIME TO OPERATE VALVE ALARM DEVICE THROUGH TEST CONNECTION OR FLOW TYPE MAKE MODEL MIN. SEC. INDICATORill DRY VALVEO.O.D. MAKE MODEL SERIALNO. MAKE MODEL SERIAL-NO. . DRY PIPE TIM IP MOE WATER ALARM OPERATING THROUGH? WATER AIR TRI REACHED OPERATED TEST CONNECTION' P E PRESSUR PRESSURE TEST OUTLET' PROPERLY 'p MIN. SEC. PSI PSI MIN, SEC. YES NO Without Q.O.D. wn I IF NO,EXPLAIN 'MEASURED FROM TIME INSPECTOR'S TEST CONNECTION IS OPENED. 1994 Edition i J , INSTALLATION OF SPRINKLER SYSTEMS OPERATION 0 PNEUMATIC 0 ELECTRIC 0 HYDRAULIC '. PIPING VISED 0 YES O NO DETECTING MEDIA SUPERVISE -YES 0 NO DOES VALVE OPERATEFROM THE MANUAL TRIP AND/OR REMOTE— O YES ❑ NO '.. CONTROL STATIONS .--� DELUGE&PRE IS THERE AN ACCESSIBLE FACILI� CH CIRCUIT IF NO,EXPLAIN VALLVESVES FOR TESTING ©-YE9 O NO ' DOES EACH CIRCUIT OPERATE DO H CIRCUIT MAXIMUM TIME TO E MODEL SUPERVISION LOSS ALARM OPERATE ELEASE OPERATE RELEASE YES NO YES NO MIN. SEC. LOCATION ETTING STATIC PRESSURE. SMAL-PRESSURE FLOW RATE Z PRESSURE &FLOOR MODEL (FLOWING) '3 REDUCING VALVE TEST INLET(PSI) 0UTLET(Mj- SI) OUTLET(PSI) FLOW(GPM) �. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi(13.6 bars)for two hours or 50 psi(3.4 bars) • above static pressure in excess of 160 psi(10.2 bars)for two hours. Differential dry-pipe valve clappers shall be left TEST open during test to prevent damage. All aboveground piping leakage shall be stopped ( -n -6L" ( _ 3 O DESCRIPTION PNEUMATIC: Establish 40 psi(2.7 bars)air pressure and measure drop,which shall not exceed 1-1/2 psi(0.1 bars) IV In 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop,which shall Z 7 not exceed 1-1/2 psi(0.1 bars)In 24 hours. 7 ALL PIPING HYDROSTATICALLY TESTED AT �; CQ PSI FOR .t1S_HRS. IF NO,STATE REASON DRY PIPING PNEUMATICALLY TESTED JR] YES 0 NO EQUIPMENT OPERATES PROPERLY �_5L YES 0 NO i V DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS. SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE,BRINE,OR OTHER CORROSIVE CHEMICALS y WEREUOT ES USED FOR TESTING SYSTEMS OR STOPPING LEAKS? Y SE DRAIN READING OF GAGE LOCATED NEAR WATER RESIDUAL PRESSURE WITH VALVEW TEST �fJ �' - TESTA TEST SUPFLY'TEST UONNEUTION: PSI CONNECTION OPEN WIDE pSl UNDERGROUND ip0'A(L• CONNECTION MADMAI E TO SPRINKLER NKLER PINS AND LEAD IN CPINGECTIONS TO SYSTEM RISERS FLUSHED BEFORE v 4 VERIFIED BY COPY OF THE U FORM NO.65B [Et YES 0 NO OTHER EXPLAIN . , FLUSHED BY INSTALLER OF UNDER- li GROUND SPRINKLER PIPING .�YES 0 NO IF POWDER DRIVEN FASTENERS ARE USED IN 0 YES O NO IF NO,EXPLAIN CONCRETE,HAS REPRESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? BLANKTESTING MBER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPI ❑ YES ❑ NO IF YES... DO YOU CERTIFY AS THE SPR ER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE UIREMENTS OF AT LEAST O YES NO AWS D70.9,LEVEL AR-3? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERF ED BY WSL-DEI�S_ QUALIFIED IN COMPLIANCE WITH THE REOUIREMEN of LEAST 0 YES O NO AWS 010.9.LEVEL AR-3? DO YOU CERTIFY THAT WELDING WAS-EARRIED OUT IN COMPLIANC WITH A DOCUMENTED OUALIW-60NTROL PROCEDURE TO INSURE THATALL DISCS AR"ETAiEVED,THAT OPENINGS IN PIPING ARE O YES O NO SMOOTH,THATSLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND T,H� THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? CUTOUT ADO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO 0 YES O (DIB ) ENSURE THAT ALL CUTOUTS(DISCS)ARE RETRIEVED? II l i 1994 Edition SYSTEM ACCEPTANCE HYDRAULIC NAMEPLATE PROVIDED IF NO,EXPLAIN DATA CF5 YES C3 NO NAMEPLATE DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OFBP I R C NTR T Fj • ,e SIGNATURES `J TESTS WITNESSEDBY FOR P RITY0 NED) TITLE FOR SP NKLER NTRAC (SIGNE LE DATE ti /i y7 ADDITIONAL EXPLANATION AND NOTES e wffttillq�� Ywl 1 i SYSTEM ACCEPTANCE Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work,Inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left In service before contractor's personnel finally leave the job. A certificate shall he filled out and signed by both representatives. Copies shall be prepared for approving authorities,owners,and contractor. It understood the owner's representative's slgnalure In no way prejudices any claim against contractor for faulty material,poor workmanship,or failure to comply with approving authoritys requirements or local ordinances. Ali PROPERTY NAME GLLM r.n/,q,n S, / 'd„n�-+ DATE PROPERTYADDRESS 130d 611V& Wei I ACCEPTED BY APPROVING AUTHORITIES(NAMES) ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS ��ES 0 NO EQUIPMENT USED IS APPROVED L2'11ES 0 NO IF NO,EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS 0 YES _O'NO TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF N0,EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: ,®'CES E�l NO 1. SYSTEM COMPONENTS INSTRUCTIONS J:;�j YES 0 NO 2. CARE AND MAINTENANCE INSTRUCTIONS -YES 0 NO 3. NFPA25 0 YES 0 NO LOCATION SUPPLIES BUILDINGS OFSYSTEM YEAR OF ORIFICE TEMPERATURE M KE MODEL MANUFACTURE SIZE QUANTITY RATING C7 SPRINKLERS PIPEAND Type of Pipe GflUL FITTINGS Type of Fittings h ., MAXIMUM TIME TO OPERATE VALVE ALARM DEVICE THROUGH TEST CONNECTION '[ OR FLOW TYPE MAKE MODEL MIN. SEC. d INDICATOR O DRY VALVE O.O.D. MAKE MODEL SERIALNO. MAKE MODEL SERI DRY PIPE TIM IP E WATER ALARM OPERATING THROUGH - WATER AIR TR REACHED OPERATED TEST CONNECTION' P E PRESSUR PRESSURE TEST OUTLET' PROPERLY MIN. SEC. PSI PSI MIN. SEC. YES NO Without Q.O.D. Wit IF NO,EXPLAIN 'MEASURED FROM TIME INSPECTOR'S TEST CONNECTION IS OPENED. 1994 Edition 0 INSTALLATION OF SPRINKLER SYSTEMS OPERATION Q PNEUMATIC F1 ELECTRIC [:] HYDRAULIC PI;l RVISED OYES O NO DETECTING MEDIA SUPERVISE ES NO DOES VALVE OPER ROM THE MANUAL TRIP AND/OR 9_FMOT Q YES 0 NO CONTROL STATIONS DELUGE& IS THERE AN ACCESSIBLE FACILI ACH CIRCUIT 7���� PPE VALVES FOR TESTING , "Q YES ❑ NQ DOES EACH CIRCUIT OPERATE I DO H CIRCUIT MAXIMUM TIME TO E MODEL SUPERVISION LOSS ALARM OPERATE ELEASE OPERATE RELEASE YES NO I YES 1 , NO MIN, SEC. LOCATION ETTING STATIC PRESSUR 'L'PRESSURE PLOW RATE -Z PRESSURE &FLOOR MODEL (FLOWING) '3 REDUCING INLET(PSI) OUTLET F(PSI)j FLOW!GPM) VALVE TEST J 1/ HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi(13.6 bars)for two hours or 50 psi(3.4 bars) q above static pressure In excess of 150 psi(10.2 bars)for two hours. Differential dry-pipe valve clappers_shall be tell H7 TEST open during test to prevent damage. All aboveground piping leakage shall be stopped�_(Jr / .•V{l/._VaURJ l 3 Q DESCRIPTION PN UMATI Establish 40 psi(2.7 bars)air pressure and measure drop,which shall not exceed 1.112 psi(0 I bars) r IV T in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop,which shall not exceed 1 1/2 psi(0.1 bars)in 24 hours. �7 Q ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR .ram HRS. IF NO,STATE REASON f�¢ DRY PIPING PNEUMATICALLY TESTED 15<) YES 0 NO EQUIPMENT OPERATES PROPERLY CK YES NO N DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THATADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE,BRINE,OR OTHER CORROSIVE CHEMICALS g N WERE OT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? 3 I J P PET-- YES Q NO C I, S5t o L DRAIN READING OF GAGE LOCATED NEAR WATER RFSIDUAL PRESSURE WITH. rA1�r-IN TFST �J cS j� TEST SUPrLY'T E$T UONNEG710N: PS I I CONNECTION OPEN WIDE PS1 11 CONNECTION UNDERGROUND MAINSAND TO SPRINKLER PI PING. CONNECTIONS TO SYSTEM RISERS FLUSHED EFORE VERIFIED BY COPY OF THE U FORM NO.e56 _J�Y­YES M NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER" GROUND SPRINKLER PIPING _4�D YES [7) NO IF POWDER DRIVEN FASTENERS ARE USED IN E3 YES = NO IF NO,EXPLAIN CONCRETE,HAS REPRESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED" BLANK TESTING MBER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPIN 0 YES = NO IF YES... DO YOU CERTIFY AS THE SPR ER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE UIREMENTS OF AT LEAST Ej YES M NO AWS D10.9,LEVEL AR-3? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERF ED BY S QUALIFIED IN COMPLIANCE WITH THE REOUIREMEN LEAST YES Q NO AWS Di 0.9.LEVEL AR"37 DO YOU CERTIFY THAT WELDING WAS't;ARRIED OUT IN COMPLIANC WITH A DOCUMENTED OUALITY'EONTROL PROCEDURE TO INSURE THAT ALL DISCS ARERETMEVED,THAT OPENINGS IN PIPING ARE YES NO SMOOTH,THAT,SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT E INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? CUTOUT DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO [� YES O (DES ) ENSURE THAT ALL CUTOUTS(DISCS)ARE RETRIEVED? 1994 Edition t r SYSTEM ACCEPTANCE A HYDRAULIC NAMEPLATE PROVIDED IF NO.EXPLAIN DATA ES NO NAMEPLATE ' DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF SPRINKLER CONTRACTOR SIGNATURES TESTS WITNESSED BY FOR PRO OWNS TITLE BAT�y/ n F SP NKLER NTRACTOR(SI NE TITLE DA E i /� 97 ADDITIONAL EXPLANATION AND NOTES e b�CertiBgb� I y I W