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10770 SW CASCADE AVENUE-5 ,fr U-ti I y��. 1w Val • 1 ` • 1 QUALITY SINCE 1925 436 SE 12TH AVE � � �� •,. ' PORTLAND, OR 97214 WWW.SECURITYSIGNS.COM SIGN LOCATION - � � •' '� ` ( � OR CCB #122809 WA SECURS1020CF T. 503.232.4172 F. 503.233. 1861 _ DATE 2/28/01#0 1 -20069 i ~ . '�•— ' 10, .�1 �. REV. I !J CLIENT � �•'., •• --.. ;1 - ---- DESTINATION • HARLEY-DAVIDSON w � �• PROJECT MANAGER KEVIN KELJO 0 N CLIENT APPROVAL M PLEASE SIGN HERE DATE ' ® Copyright 2000 Security Signs, Inc. This original design and .pcofications ar, exclusive property of Security Signs, Inc. INTERNALLY ILLUMINATED PYLON The use of these designs to produce a similar sign without written authorization from Security Signs, Inc, is forbidden. )CALL.: 1/4" = 1' 0" NOTICE: IFTrIEPRINTORTYP�: ONANY T �I� � � I Illllil I � II � 11 1IIIr� r III •IIII I � I � r� rCr�� l III ( I �� i111,�.,.. 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G R -_J) Date ---�� — BY W �^ iiLL G R lob N 24 ^�, � 1 S(p f Date�IW 3 0690 SW Bancroft St / PO Box 69039 Portland, OR 97239-0039 RA K F N 7 FE 2O3 ?sl: 503.224.9560 / 360.695.7879 Fax: 503.228.1285 � 0690 SW Bancroft St / PO Box 69039 Portland, OR 97239.0039 lob #► 0 Net: info*grpmack.co m 1 Wpb: www.grpmeck.corr. Sht, ` of----- ?�1: 503 12��.9560 / 360.695.7879 Fax: 503.228.1285 02003 GROUP MAI:KENZIl A► . .,,w>.• fet. .,. , s i�'-Away.'•. }Y'r•r_r,.+i, +k+ip'¢k gnlw."N.��i�y ;x.Y ,� l RIGHTS RESFRVED Not: Info .j ack com W*b. WW mack.com 02003 of 1 ,.•,}, GROUP MACKENj1E All RIGHTt P, NOTICE: IF THE PRINT OR TYPE ON ANY Tj ► ( � � ! ► ► I � tI ► i ! � � ! t ► Ii � ( ► � rll I ! i I � � �, - r. rI. .j r 1 , i,-� �f I I ( 1 �r Ilii � � � rf � III11111 ( � II� Ir' li � li ► r > > � iT � ii � iii � iii � l � ( - IMAGE IS NOT AS CLEAR AS THIS NOTICE I I I ( ! I 1 2 3 � � � 1 � I � � I f . II I I UI �- • , IT IS DUE TO THE QRJALITY OF THE — -- -- � — 9 - 1 11 12 No.3g ��.��.�.•.�...», ORIGINAL DOCUMENT � - --- - -- E I �6 Z 8 Z L Z 9 Z 5 Z i� Z E 7 Z L T 9 i �--- � � S E T Illl�llllfllll IIII III! ILII ILII IIII I ► ! f Zi j, s s g F[,:,nw Fmo,,lll 1�k1 I ! • O V, D Cn n D 0 m ' D m 10770 SW CASCADE AVE. Main Office Salem Office Bend Office P.O.Box 23814 4060 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 (`,a>t .L non l e sting, Inc• Phone(503)684-34Phone(503)589.12Phone(541)330-9155 FAX(503)684-09544 FAX(503)589-13099 FAX(541)330.9'60.916 3 Special Inspection FINAL SUMMARY LETTER August 6, 2003 T0303467 City of Tigard 13125 SW Hall Blvd., Tigard, OR 9722?-8199 Attm Building Department FILE COPY Re' Pestination Harley Davidson - Canopy 10770 SW Cascade .Avenue - Tigard, OR Permit No.: BUP2003-00397 Dear Si; or Madam: This is t j certify that r, A.-nnrdance with Section 1701 of the Uniform Building Code, Title 24, we have performed special inspectio- of the following item(s) per our inspection reports only Installation of Epoxy Ar choi s StruCtUral Steel -- Shop & Field. includes verification of welder certifications,weld procedures and material certifications Installation of High Strength Bolts All inspections and tests were performed and reported according to the requirements of Project Documents arid, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions Cur reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. RespectVilly submitted, CARt_.S N TESTING, INC. 7 .Ja 's F_,Ketpas moons Manager /Is C' Destination Harley Davidson Ed Wallace Jr Group Mackenzie — Douglas Fiala Group Mackenzie - Rob Kirkman Perlo McCormack Pacific — Devin Koopman Report of Geotechnical Engineering Services Harley Davidson Dealership SW Cascade Avenue Tigard Orecaon INTRODUCTION This report presents the results of GeoDeslgn's ,geotechnical engineering evaluation of the proposed Harley Davidson Dealership on SW Cascade Avenue in Tigard, Oregon. The site location relative to surrounding physical features is shown in Figure 1. GeoDesign completed a preliminary geotechnical exploration fer the property in December 1999. Subsurface soils benP,�;,r the site generally consist of medium stiff silt and clay up to 4.0 feet in depth -,ne silt and clay generally overlies medium dense, wet, brown silty sand. Static groun�jwater levels were observed approximately 1 to 2 feet below the ground surface in November, 1999. We. understand the project will consist of a single-story building with an aggregate area of approximately 25,000 square feet. Parking lots, dr veways, and associated utilities are planned for the development as well. We expect footing loads will be less than 40 kips for columns, and less than 3 kips per lineal foot for contiguous footings. Floor slab loads should be less than 200 Dounds per square foot (psf). PURPOSE AND SCOPE The purpose of our geotechnical engineering services was to explore the subsurface conditions on the project site and provide geotechnical design and construction recommendations for the proposed development. Our specific scope of services is summarized below. • Explore subsurface conditions by excavating six test pits (TP-1 through TP-6) to depths Of up to 13 0 fee! within the proposed buildirg and pavement areas. The test pits were excavated using a rubber-tired backhoe subcontracted by GeoDesign. The explorations were concentrated within proposed building and pavement areas. • Obtain soil samples as appropriate from the test pits and maintain a detailed log of the soil :onditions encountered. • Pert(rm laboratory analyses on selected soil samples, including moisture content and in-situ dry density determinations, and a California Bearing Ratio (CBR). • Provide recommendations for site preparation, grading and drainage, stripping depths, fill type for imported materials, compaction criteria, rut and fill slope criteria, trench excavation and backfill, use of on-site soils, and dry and wet weather earthwork Geobesign, Inc 1 Harley-3040700 Sent by: GPOUP MACKENZIE 5032281285; 03/13/01 13:33; _Wag N872;Pege 4!5 -- - - 0001 03/09/01 FRI 99:49 PSI �. FILE COPY CDESIGN --- - - ._ ter . Mark 2,2001 Deathatian Harley 2302 Pad k Highway East Tacoma.Washh wn 96424 Ateention- Mfl Ed Wallace.Sr. Gootedmkal Lmw of C:omphance Harley Caoldson Dealership SW Cascade Avenue Tigard,Oregon GD1 Pralect:Harlmr-4 We are Fdeased to submit this gmtechnical letter of compliancr for geoted rikal special inspections p*rfbrmed by GeoDesign for the Harley Davidson Makrship located on SW Cascade Avenue in Tigard.Oregon.Earthwork for tate pmjest began in Sapwnber 2WO and concluded in Demnber 2000. during the cwatructlort vwe obseroad amendment of subgrade for the parking area and building pad footings,and parking arms including observation of sat-cament amending on the site, We also obstrved the o mpaction of sods,pavemem and base ruck for the building and patrklnq areas. Our serviraea ware provided on yin intermittent and on-imp basis during th•vmrk- Based on our observations,n is our opinion that the wraVuctian ptdined above was prlparW in yenerai accordance with the pm)ect spedfkations and the intarlt of our goose uncal rao mi nendefons.Reports of our field visits hvm PmMously been frxrwrded to the Deet mmam M&W,and the design and wrisuruictlon team and are on file in our of k*. Tel(501)948 M7 FaX 1503)9"3768 • 149.43 tw Sequa+a Parkway Suite 170 ►ordand.OR 91114 Sent by: GROUP MACKENZIE .5032281285; 03/13/01 13:33; ,Jgtr= #872;Pege 5/5 03/00/01 FRY 00:49 M 141000 ft appr+ecim du opportunity to ham pm**d sarwas eo you on this pr Oa PhWe call ouf office 1f you have que9ftm movdMg the lnfofmubw proAded in this letter,of if we on be of mrow asagance. sincvmly, GeoDesign.Inc. scat V.Mills,RE senior P►irm ipei w Mr.Bab Conner,P1erb mcCermadt Psr k Mr.Dennis Waod*,Group MA icenzie V. O(t011l:ta one copy submitted Document 10:Hv*j-+4oc.doc WSWESIGN9 z Karlrr� 730971 Site Drainage We recommend that roof drains be connected to a tightline leading to storm drain facilities. Pavement surfaces and open space areas should be sloped such that surface water runoff is collected and routed to suitable discharge points. We also recommend that ground surfaces adjacent to buildings be sloped to facilitate positive drainage away from the buildings. SHALLOW FOUNDATIONS We recommend supporting the proposed structure on continuous wall or isolated column footings founded on undisturbed native silt or engineered structural fill. Continuous wall and spread footings should be proportioned for an allowable be,-.ring pressure of 2,500 psf. Footings should be at least 18 inches wide, and the bottom of exterior footings should be at least 18 inches below the lowest adjacent final grade. The bottom of interior footings should be placed at least 12 inches below the bottom of the floor slab. The recommended allowable bearing pressure app ies to the total of dead plus long-term live loads. i he allowable bearing pressure may be increased to 5,000 psf for short-term loads, such as those resulting from wind or seismic forces. Total static settlement of footings founded and designed as recon-Imended is anticipated to be less than 1-inch. Differential settlements are estimated at one-half of the total settlements Resistance to Sliding Lateral loads on footings can be resisted by passive earth pressure on the sides of the structures and by friction on the base of the footings We recommend calculating passive foundation resistance using an equivalent fluid pre,-,sure of 250 pcf for footings confined by native soils or structural fill In order to develop this capacity, concrete must be pourad neat in footing excavations, or the adjacent confining structural fill must consist of imported granular sols as described in the "Structural Fill" section of this report, compacted to 95 percent relative to ASTM D 1557. This value is based on the assumptior ii rdr the adjacent confining structural fill is level and that static groundwater remains Lelow the base of the footing throughout the year. Adjacent floor cabs, pavemei its, or the upper 12-inch depth of adjacent, unpaved areas should not be considered when calculating passive resistance A coefficient of friction equal to 0.32 may be used when calculating resistance to sliding CANTILEVERED RETAINING STRUCTURES Our t.;antilever retaining wall design recommendations are based on the following assumptions: (1) the walls consist of conventional, cantilevered retaining walls, (2) the walls are less than 10 feet it height, and (3) the backfill is level, drained, and consists of imported granular materials. Reevaluation of our recommendations will be required if the retaining wall design criteria for the project vary from these L�3sumptions For walls not restrained from rotation, an equivalent fluid pressure 32 pcf should be used for design. Superimnosed seismic lateral forces should be calculated based on a dynarnic GAoDesign, Inc. 7 Harley3 040700 spreading are typically gently sloping or flat sites underlain by liquefiable sediments adjacent to an open face, such as riverbanks. Liquefied soils adjacent to open faces may "flow" in that direction, resulting in lateral displacement and surface cracking. Based on our subsurface exploration, the near-surface soils are comprised of interbedded layers of medium stiff to stiff silt, medium dense silty sand, and occasional thin beds or medium dense fine sand with some silt. Generally, stiff, plastic fine-grained deposits and medium dense silty sand deposits with high fines ccntents are less susceptible to liquefaction. The occasional fine sand layers are buund by soil with a low risk of liquefaction. Based on our experience with similar soils in the area, the near-surface soils have a relatively low risk of liquefaction and should not cause significant damage to the structure. Accordingly, based on the lo\,/ risk of liquefaction of surface soils, the risk of lateral spreading at the site is re'atively Icer. OBSERVATION OF CONSTRUCTION Satisfactory foundation and earthwork performance depends to a large degree on quality of construction. Sufficient monitoring of the contractor's activities is a key part of determining that the work is completed in accordance with the construction drawings and specifications. Subsurface conditions observed during construction should be compared with those encountered during the subsurface exploration. Recognition of changed conditions often requires experience; therefore, qualified personnel should visit the site with sufficient frequency to detect if subsurface conditions change significantly from those anticipated. We recommend that GeoDesign be retained to observe earthwork activities, including stripping, proofro0inc of the subgrade and repair of soft areas, performing laboratory curopaction and field moisture-density tests, observing final proofrolling of the pavement subgrade and base rock, and asphalt placement and compaction. LIMITATIONS We have prepared this report for use by Destination Harley, Group Mackenzie, and their agents for the proposed project. Tlie data and report can be used for bidding or estimating purposes, but our report, conclusions, and interpretations should not be construed as warranty of the subsurface conditions and aye not applicable to other sites. Exploration observations indicate soil conditions only at specific locations and only to the depths penetrated. They do not necessarily reflect soil strata or water level variations that may, exist bftween exploration locations. If subsurface conditions differing from those described are noted during the course of excavation and construction, reevaluation wi'i be necessary. GenDesign, Inc 11 Harley-3040700 G R May 31, 2000 RECEIVED City of Tigard Attention: Robert Poskins JUN ?00P 13125 SW Hall Boulevard Tigard, OR 97223-8199 COMMUNITY UEVELOPMENI RE: Haricy-Davidson 10770 S.W. Cascade S1I'E 4 2000-0001/ N N H f J)-1 11 20 ()-t701 h 7 Group Mackenzie Project X990199 or 0 ro Dear Bob: m E Y Below are Group Mackenzie's responses to your checklist. Attached are three sets of plans with u E the corrections as noted. o e X y A ibili a ,�. / The path from the back door is new showm on Sheet C2.0. As the depth of the parking stall wouldn't allow us to add a wheel stop, we have shifted the c i accessible stalls dower one stall and put in a compact stall at the building corner. With the compacts shorter length, its overhang of 3 feet (in accordance with zoning and code table No 18.765.1)will not infringe on the 36-inch accessible route. S160 rm System We do not anticipate that the ODOT manual will cause any changes to the plans, but we will submit revised calculations to document that. Group Mackenzie. 1t= Incorporated /f. �4l The back dtivc was not meant for fire truck access. The hose length from the front parking driveway is less than 200 feet. Exception 1, Section 902.2.1 allows the chief to accept other solutions for sprinklcred buildings, and this issue was accepted during Design ' Review. Group The FDC: connection is currently on site. Access to the fire hydrant at the north property_ Mackenzie SIL edge need not cross the adjacent property, as it is in the public%vay now and would only Engineerinq. / need to be accessed along the sidewalk. As for crossing that driveway (for which we have Incorporated an easement), that is private and is no different than crossing our parking lot driveway. En Codc L/ The subs providing energy calculations are just now being selected We will send the calculations within two weeks 11:1PROJECTMM[WWME311A SK Robert Poskins Project#990199 May 31, 2000 Page 2 Firfcty The title sheet is attached with the additional information previously faxed. 2. The parts room exits through the cashier arca then the"chock-in,'reception room." We believe this reception room for the service department qualifies for Exception 1, 1004.2.2. We have shown the one-hour wall around the Service Department(room 115)and its LO 1110— reception/cashicr/office as a single occupancy group. fl! We have added walkway striping along the north side of the building to connect Door 115A with the curb ramp and sidewalks already shown on Sheet C2.0. l An ALTA survey will be provided towards the end of the job by the owner. l Hall 109 exits through door 101 B and has Ix-n added to the path arrows on the exit plan Sheet A 1.0. Overhead doors 109A and 5 arc not exit doors. Additionally,overhead door ). 109B is a fire door with fusible links. ' The only"attic"spaces are above the offices and those areas have been divided by walls into less than the 3,000 SF allowed. 8. Exit signs are located on Sheet A).0 and will comply with 1003.2.8 and 9. 9. We will provide calculations on the gutter capacity with two weeks. EwLqlur 1. Signed forms will be provided within two weeks. 2. All rooftop HVAC equipment loads will be reviewed by the structural engineer prior to installation. 3. The columns are structurally adequate under drift conditions, as the P-Delta is only 1% and the stricture was designed with far more capacity. Environmental Air: I. The ventilation analysis will be provided in a few weeks when the selected subcontractor has completed his design. If you have questions or require further information, please do not hesitate to call. Sincerely, David L. Williams dwilliam.c(l,R�nmack.cnm CLW/wp 11 APR01EC"\9901 W W P1)F31 L 1.SK CI FY OF TIGARD BUILDING PERMIT DEVELOPMENT SERVICES PERMIT#: 13UP2001-00083 DATE ISSUED: 03'06/2001 13125 SW Hall Blvd.,Tiqard, OR 97223 (503) 639-4171 SITE ADDRESS: 10770 SW CASCADE AVE PARCEL: 1S135BC-00500 SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION: TIG REISSUE: _ FLOOR AREAS EXTERIOR WALL C014STRUCTION CLASS OF WORK: OTR FIRST: 0 sf N: S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONs'r: 3N sf N: S: E: W: OCCUPANCY GRP: U2 TOTAL AREA: 000 sf ROOF CONST: FIRE r.ET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: 20 ft GARAGE: sf OCCU SEP. RATED- BSMT?: ME7_Z?: _ REQD SETBACKS _ REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET DWELLING UNITS- FRNT: ft REAR: ft FIR ALRM ! HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 6,000.00 Remarks: Freestanding Sign - SGN2001-00044 Owner: Contractor �—— DESTINATION HARLEY-DAVIDSON SECURITY SIGNS INC 2302 PACIFIC; HVJY E 436 SE 12TH AVE i ACOMA, "'A 98424 PORTLAND, OR 97214 Phone: Phone: 232-4172 Reg #: LK, 122809 _FEE:S REQUIRED INSFE_C_IIONS _ Type By Date Amount Receipt Foot/Found Insp PLCK CTR 02/28/2001 $65.59 27200100000 Framing Insp PRMT CTR 03/06/2001 $100.90 27200100000 Final Inspection 5PCT CTR 03/06/2001 $8.07 27200100000 Total $174.56 This permit is issued suhject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and ali other applicable law. All work will be done in accordance with approved plans this permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set torth in OAR 952-001-0010 through OAR 952-001-1987. You may obtain a copy of these rules or direct questions to OUNC by calling (503) 246-1987 i Pe rm it ee Signature: T-t— i c Issued By: Call 639-4175 by 7 p.m. for an inspection the next business day Building Permit Application City of Tigard "Da(cw.eived: Pe t� 00�), Address: 13125 SW Hall Blvd,Tigard.OR 9722? Project/appl.no.: Expiredate: 1 City ofTigard phone: (503) 6394171 Date issued: By: I Receiptno.- Fax: (503) 598-1960 / Case file no.: Payment type: _ Land use approval ��"/�� CCi/-lXiGy�I 1&2 family:Simple Complex: U I &2 family dwelling or accessory U Commercial/industrial U Multi-family U New construction U Demolition U Addition/al teration/replacement LJ Tenant improvement U Fire sprinkler/alarm U Other: _ _ "Johress: C) W C,dst_�jc _ Bldg.no.: Suite no.: _ Lot. Block: Subdiv'.sion: Tax map/tax lot/account no.: Project name: �.► t— � _-- Description and location of work on premises/special conditions: --_— Name: �� -r, ..�(telY 1�%�.v1 r��o�t Mailing address: l Orb wt/ G E I & 2 family dwelling: CityC'TC,-o AcU State: Zil: Valuation o`work........................................ Phone: Fax: G snail: No.of bedrooms/baths...................... ......... Owner's representative: Tota:number of floors................................. Phone: lax: L'-mail: New dwelling area(sq.ft.) .......................... J0111 I Garage/carport area(sq.ft.)......................... _- i Covered porch area(sq.ft.) ......................... Name: C�-'�-L t� --- Mailing address: j heck area(sq.ft.) ........................................ _ City: State. ZIP: Other structure area(sq.ft.) ...................... Phone: Fax E-mail CommerclAUlndustrial/multi-family: Valuation of work........................................ �- Lt 0 2 1"(Y S e^ Existing bldg.area(sq.ft.) .......................... -- Business name: New bldg.area(sq.ft.) Address: 3 C, dS t;✓ -'E�W Number of stories City: I State:02 1 ZIP: Type of construction.................................... Phone:5o4,,33 2,t4 x:rV t; IK, E-mail: Oc:cupaacy group(s): Existing: -- CCB no.: 12 c - -- New: _ City/metro lic.no.: Notice:All contractors and subcontractors are required to be licensed with the Oregon Constnlction Contractors Board under Nantes t` S �� provisions of ORS 701 and may be required to be licensed in the Lj�Address: jurisdiction where work is being performed.if the applicant is City: State: ZIP: exempt from licensing,the following reason applies: Contact person: Phone: Fax: E-mail: -- Name: I q,E lContact person:�Ceiu� Ftr Fees due upon application ........................... Address: Sw '� ort_ a OV Date received: City: -r-Z Statc:0 Amount received ......................................... Phone:t~p E,,f25b Fax:Sc&L9&,1 -mail: _ Please refer to fee schedule I hereby certify I have read and examined this application and the Nd all juridkNom accept credit cord,please call Oisdictionfw mom intornmion. attached checklist. All provisions of laws and ordinances governing this U Visa U M&v'?rC'an1 work will be complied w ted herein or �t. Cwdli end number ___ sM / Authorized signature: Date:h7 .Z 13.0 I - Name cardholder a slKwn on er«st cwd Print name: �11 L09&1_62"144-10 -— -- crdholder d.pature Artwwl Notice:This permit application expires if a permit is not obtained with'n 190 days after it has been accepted as complete. L � 440-4613(MOCOM) f . ,y.e j-Y- ' -ct r COMMERCIAL FLAN SUBMITTAL REQUIREMENT MATRIX Plan review is dependant upon submittal of a completed application and plans. After plan review approval, the Plans Examiner will contact the applicant to request additional pian sets for d stribution purposes (for Contractor, City of Tigard, Washington County, and Tualatin Valley Fire & Rescue). 7 Total #of TYPE OF SUBMITTAL Plans KEY: Submitted S = Site Work (must include S (New, Add or Alt) 4 location of all accessible parking) B (New, Add or Alt) * B = Building F (New, Add or Alt) 3** F = Fire Prote(,cion System M (New, Add or Alt)— 2 M = Mechanical P (New, Add or Alt) 2 P = Plumbing E (New, Add, or Alt) 2 E = Electri :al New = New Building Add = Addition Alt = Alteration to existing building *For over-the-counter commercial tenant improvements, submit 2 sets of plans. **"New" requires that plans bear the original seal of an Oregon licensed fire suppression engineer, or NICET level "3" technicians. lAdsts\forms\inatrxcom.doc 10/27/00 SEE 35MM ROLL # 20 FOR OVERSIZ.JED DOCUMENT f 40 \Ay� ��c :t/ M I l L E A td�'A 4 CONSUMING ••VFNGINFFFS 'e"o- STRUCTURAL CALCULATIONS DESTINATION HARLEY DAVIDSON SIGN FOUNDATION 10770 SW Cascade,Tigard,OR SECURITY SIGNS February 15,2001 Project No. 010145 3 pages Principal Checked: U C 1 THESE CALC V VOID IF SEAL VS�w�G1Nff�(� 1Sb9 y OREGON o �� JPFL AND SIG AT OT ORIGINAL EXPIRES: 06-30-2002 *** LIMITATIONS *** ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND/OR LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE ENGINEFR FOR ITEMS BEYOND THAT' SHOWN ON THESE SHEETS. 9570 SW BARBUR, #100 PORTLAND, OR 97219 PHONE (503) 246-125J FAX (503) 246-1395 9570 SW Barhur Blvd., Suite 100 Portland, Oregon 97219.5412 Phone (5031 246-1250 Fax (5031246-1395 Amsricsn Consulting A Engineers Council CITY OF 1'IGAR[� --- BUILDING PERMIT PERMIT#: 13UP2001-00019 DEVELOPMENT SERVICES DATE ISSUED: 2/21/01 13125 SW Hall Blvd., Ticiard, OR 97223 (503) 639-4171 PARCEL: 1S135BC-00500 SITE ADDRESS: 10770 SW CASCADE AVE SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION: TIG REISSUE: _ _FLOOR AREASEXTERIOR WALL CONSTRUCTION _ CLASS OF WORK: ALT FIRST: sf— N: S: E: W: TYPE OF USE: COM SECOND: sf _ PROJECT OPENINGS? TYPE OF CGNST: 3N sf N: S: E: W: OCCUPANCY GRP: M TOTAL AREA: 000 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP, RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ?: REQD SETBACKS _ _ REC'.:IRED FLOOR LOAD: psf LEFT: ft RGHT: uft FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR AL.RM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ '1,500.00 Remarks: - No Change in Occupant Load - j= - Owner: Contractor: DESTINATION HARLEY-DAVIDSON PERLO CONSTRUCTION GROUP INC 2302 PACIFIC HWY E 7190 SW SANDBURG ST TACOMA,WA 98424 PORTLAND, OR 97223 i ijcne• 425-227-5740 Phone: 624-2090 Reg #: LIC 14'+847 FEES REQUIRED INSPECTIONS Type By Date Amount Receipt Foot/Found Insp 1 PLGK GTR 1/16/01 $103.0:3 27200100000 Reinf Steel Insp Reinforced concrete final re FIR2 CTR 1/16/01 $63.40 27200100000 Final Inspection PRMT CTR 2/21/01 $158.50 27200100000 5PCT CTR 2/21101 $12.68 27200100000 .'otal $337.61 T his permit is issued subject to the regulations contained in the l igard Municipal Cade, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans 1 his permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952.-001-0010 through OAR 952-001-1987. You may obtain a copy of these rules or direct.questions to OUNC by calling (503) 246-1987. Pe►m it ee Signature: Issued By: -------- Call 639•4175 by 7 p.m. for an inspection the nex' business day Building Permit Application Datereceived: I l I p Permit no. pp/...poo City of Tigard Projecl/appl.no.: Expiredatc City of Tigird Address: 1312.5 SW Hall Blvd,Tigard,OR 97223 Date issued: By Receipt no.: Phone: (503) 639-4171 b Fax: (503) 598-1960 (f , �� Case file no.: Pay-. type: 10�. 14 I&2 family:Simple Complex: Land use approval: _ y -- U 1 &2 family dwelling or accessory ACommercial/industrial U;Multi-I.uflily U New construction U Demolition U Addition/alteration replacement 61,Tenant improvement `-i f re sp•inkler/alarfn U Other:_ 11 r ' Bldg.no.: Suite no.: Job address: �tJ_,�Atc.A,94 9't-��7 ---... Lot: Block: subdivision: Tax mapitax lot/account no.: Project name: 1 50 - - - Deseription and location of work on prenlises/special conditions:_ OOT�/JG� 6 Nw-' rXLIST - -- 1 Name-. tfL /J'7-10 Mailing address: 1 &2 family dwelling: City: rens: V fi 11't+'F► State: Q/2 ZIP: Valuation of work................................... _ `t, -_-_ E-mail: Phone: tative: FaxfloorsNo.of bedrooms/baths................................ Total number of floors................................. Owners represen Fax: &mail: New dwelling arca(sq.ft.) .......................... Phone: APPLICANT -_� Garage/carport arca(sq.ft.)................... ..... Covered porch area(sq.ft.) ......................... _- Name: An L — Deck area(sq.ft.) ......•• .................. Mailing address., _ Other structure area(sq.ft.)......................... _ City: - State: ZIP: E-mail: Commercial/industriallmulti-famlly: h Phone: I ax: t c - Valuation of work........................................CONTRACTOR 10 - Existing bldg.area(sq.ft.) .......................... Business name: 0,t-7, GU►tVIGf` IPA 9Ific- New bldg.area(sq.ft.)...I............................ Address: Number of stories 2_ City: AM2. State: ZIP: Type of construction.................................... � Phone: Fax: E-mail: --__ Occupancy group(s): Existing: CCB no.: --- -- - New: City/metro tic.no.: Notice:All contractors and subcontractors are required to be licensed with the Oregon Construction Contractors Board under provisions of OkS 701 and may be required to be licensed in the Name: d f �" jurisdiction where work is being performed. If Ute applicant is Address: Pp 071 0 71 exempt from licensing,the following reason applies: City: O State:81E ZIP: 1101 Contact person: S Plan no.: _ Pht>f,c:Z 2 t9 I-ax:�,12S 5 E-mail � � c. Contact person: Fees due upon application ... ............ ..........$ Name: � Address, _ Date received: City: State: ZIP: Amount received .. . .. ......... .. . . $ .... .... ..... .... .. . ... _ Phone: Fax: E-mail: Please refer to fee schedule. stl Jmi+dictions wciM credit cards,plea-cdl Jw;sdktion for mI hereby cerit�l have-cad and examined this application and the t�vtsa u Mastercard attached checklist. All provisions of laws and ordinances gcverning this credit,ted pumper -�_ work will be complied with,whether cifted herein or not. _ Expires Authorized signatTrre: Date: �`� _ Nun-of cardholder a shown on imKud T �]- Itf]A v L S (LIYet1P MAC4M0r.Ir& -----cedhatd«si�wurc Print mune:�+-� -1� N„tics.'111is permit applica!ion expires if a permit is not obtained within 190 days atter it has been accepted as complete. 4141613(t'yt701CQM) CITY OF TIGARD BUILDING INSPEC i ION DIVISION MST 24-Hour Inspe. tion Line: 639-4175 Business Line: 639-4171 Date Requested_� , I AM _PM _ BLD _ Location_ U "L% `,.,t,l.) cItte , C Shite MEC Contact Person Ph _ — PLM Contractor- Ph -- — SWR LDIN Tenant/OwnerELG a --- -- Re rcing Wall _ ELR Footing Access ---- -^----------- Foundation FI'S —___— Fto Drain SGN Crawl Drain Inspection Notes ----- Slab _-_ __—__-------.-----_.__---__----- SIT Posi a Bearn ----------""- Fxt Sheath/Shear Int Shea'h/She:3r Framing Insulation --- - - - -- - -..-- - -- Drywall Nailing Firewall Fire Sprinkler - Fire Alarm Susp'd Ceiling - - - -- - - - ---. Roof Mises - --- ---- -- --- PART FAIL - -- -- --- — --- PLUMBING Post& Beam ---- - --- - - - - - Under Slab Top Out - - - Water Service Sanitary Sewer -- — -- - - Rain Drains Final PASS PART FAIL MECHANICAL Post& Beam - -.. -- -- - -- - - Rough In Gas Line --- --- _.. -- - - - Smoke Dampers Final _ --- - - -- --- PASS PART FAIL ELECTRICAL - - - - - -- - - - --- Service Rough In - UG/Slab Low Voltage Fire Alarm _-- Final PASS PART FAIL _- SITE E3ackfrll/Grading - - Sanitary So :ier Storm Drain [ j Reinspection fee of$ _ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line [ [Please callfor reinspection RE: _ _ _ ( j Unable to inspect no access ADN Approach/Sidewalk Other Date t " JL4-- Inspector <(Y�� _ Ext Final PASS PART FAIL DO NOT REMOVE this inspection record from the joh site. CITY OF TIGARD E'UILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4/175 Business Line: 639-4171 BLIP Date Requested__ "� z __AM PM _ BLD Location U J l G 3 « s C ac(-e Suite — MEC Contact Person _ Ph 57� -L3Z-�/7z- PLM Ph _ SWR Contractor — ELC BUILDING Tenant/Owner Retaining Wall ELR Footing Access: FPS --v Foundation Fig Drain SGN Crawl Drain Inspection Notes SIT Slab - - Post&Beam ^- Ext Sheath/Shear -- Int Sheath/Shear Framing --- --- ---- - Insulation Dry wall Nailing — ---- - — Firewall Fire Sprinkler -- Fire Alarm Susp'd Ceiling Roof Misc: --- - Final PASS PART FAIL PLUMBING Post&Beam Uader Slab Top Out Water Service Sanitary Sewer Rain Drains Final PASS PART F::ii_ MECHANICAL Post&Beam - -- - --- Rough In --- ---- - — Gas Line - --- --- Smoke Dampers — Final --- PASS PART FAIL r age Fire Alarm -- -- - - - F ASS PART FAIL - --_ - Backfill/Grading Sanitary Sewer Storm Drain [ ]Reinspection fee of$ required before n inspection ay at City Hall, 13125 SW Hall Blvd Catch Basin ( ]Please call for*nspection RE:_ )[ Unable to inspect-no access Fire Supply Line ADA ��I� Approach/Sidewalk Date t-'—�y.�l /-- _ Inspector ext Other _ Final PASS PART_ FAIL DO NOT REMOVE this inspection -ecord from the job site. CITYOF TIGARD CERTIFICATE OF OCCUPANCY �. DEVELOPMENT SERVICES PERMIT#: BUP2000-00161 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 DATE ISSUED: 08/31/2000 PARCEL: 1 S135BC-00500 ZONING: I-P JURISDICTION: TIG SITE ADDRESS: 10770 SW CASCADE AVE SUBDIVISION: BLOCK: LOT: CLASS OF WORK: NEW TYPE OF USE: COM TYPE OF CONSTR: 3N OCCUPANCY GRP: B OCCUPANCY LOAD: 2.27 TENANT NAME: REMARKS: New tilt-up building - Multiple Occupancy groups - B, M. S2, H4 Owner: DESTINATION HARLEY-DAVIDSON 2302 PACIFIC; HWY E TACOMA, WA 98424 Phone: Contractor: MCCORMACK PACIFIC CO 7190 SW SANDBURG ST TIGARD, OR 97223 Phone: 624-2090 Reg #: LIC 00063111 This Certificate issued 03/22/21191 grants occupancy of the above referenced building or portion thereof and confirms that the building has been inspected for compliance witi� the State of Oregon Specialty Codes for the group, Occup cy, and use under which the referenced permit was issued. IL ING INSPECTO BUILDING OFFICIAL _--- I POST IN CONSPICUOUS PLACE h j1 CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP Date Requested_ AM __PM BLD Location��J —I(-/. J— r F� _ Suite MEC Contact Person Ph PLM Contractor Ph SWR BUILDING Tenant/Owner ELC 2,000-U O Retaining Wall -- �- ELR 0 L;--2— Footing ; Z- Footing Access FPS Foundation -- Ftg Drain - SGN Crawl Drain Inspection Notes Slab _._..__ -----_-- - SIT Post 8 Beam -------__-�--- F:xt Sheath/Shear Int Sheath/Shear Framing ------ Insulation Z O&V Drywall Nailing -- Firewall / Q Z3 Fire Sprinkler _.�-.Z-=--�- --- Fire Alarm Susp'd Ceiling --- Roof Mise - Final -- --- DQ�Gj PASS PART FAIL ^ PLUMBING Post& Beam - -- Under Slab lop Out Water Service I - Sanitary Sewer Rain Drains _-_.- Final -- --- PASS PARIL. FAI ?0FCHANI—CA L_ fast & be,am -~ -- -- — Rough In Gas Line - --- Smoke Dampers Final - - --- - --- - - - PA$S PART FAIL LE ICA � eivrce - -- -------- —-- Rough In UG/Slab - Low Voltage Fir .!?dim -- -- - -OASS� PART FAIL Backfill/Grading - Sanitary Sewer Storm Drain [ J Reinspection fee of$ —required before next inspection. Pray at City Hall, '13125 SW Hall Blvd Catc'i Basin [ ]Please call for reinspection RE: ( ]Unable!o inspect-no access Fire Supply Line --' ADA Approach/Sidewalk Date 3111`�IZ2 Inspector__---�,�/ EXt Other - - -Fm a I PA039 PART FAIL DO NOT REMOVE this Inspection record from the job site. J CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 639-4175 Business Line: 639-417: MST ` - BUP ��OO _Date R:quested — /�" AM 1/PM BLD Location— .Sc./ riff C•f Suite MED Contact Person ?r-,rt /ja -- Ph �L 3- ��y �,j3L VLM Contractor —_ Ph SWR Maw- _ Tenant/OwnArELC Retaining Wall — — ELR v Footing Access - -��--- Foundation FPS Fig Drain -- Crawl Drain Inspection Notes: SGN — Slab Post& Beam -----— SIT Ext Sheath/Shearf�G t 3 Int Sheath/Shear —Framing Insulation — — Drywall Nailir g Fire —- - '-- ireSprinkler Ire. Susp'd Ceiling Roof "- Mjs�.. li$9 PART FAIL - --- -- - - -- ------ MBING Post&Beam - - - - - -- - - - --------- -- Under Slab Top Out - - Water Service Sanitary Sewer -- Rain Drains Final - PASS PART FAIL. MECHANICAL -_-- po-s & Beam - - - - ---_--- - ---_ ......----------- Rough In Gas Line Smoke Dampers Final - PASS PART FAIL — ELECTRICAL -- Service Rough In � �_ - - ---_-- --- -- -- - - UG/Slab Low Voltage -_-- Fire Alarm Final ------- -- -------- PASS PART FAIL SITE --- - �._— ---- -- Backfill/Grading - — --- -- _-- Sanitary Sewer Storm Drain ( ] Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line I ( ] Please call for reinspection RE:_ ( ]Unable to inspect-no access ADA Approach/Sidewalk Other Datc, Inspector _ Ext Finai PASS PART FAIL j DO NO 0 RIEMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST :tA-M*our Inspection Line: 639-4175 Business Line: 639-4171 BUP Date Requested -I Z' AM PM -- -- EILD Location Z 7 70 -5 Suite MEC Contact Person Ph PLM 2e,w ZL,� Contractor Ph SWR BUILDING Tenant/Owner ELC _ Retaining Wall - ELR _ Footing Access. Foundation -� �, E-= FPS Ftg Drain SGN Drawl Drain Inspection Notes: --------- - Slab - ---- - ----------- SIT Post&Beam Ext Sheatl)K hear Int Sheath/Shear _ Framing Insulation c� Drywall Nailing _ Firewall - -- ^ s Cc Fire Spiinkler Fire Alarm Suap'd Ceiling Roof Misc:_ -- Final PASSPART FOIL . ---- ------------ - �__ Post & Learn - - -- -- - Under S ab Top Out - - - - Water Service ------ ---- ------ Sanitary Sewer Resin Drams t1SS PART FAIL ----------- ---- MAANICAL Pos^.& Beam - - -- - --- --- Rough In Ga: Line Smoke Dampers Final - - -- - - - PASS PART FAIL ELECTRICAL Service Rough In ----- -- --- -- ---- UG/Slab Low Voltage Fire Alann Final PASS PART FAIL SITE -� Backfill/Grading --- - Sanitary:fewer Storm Drain ( J Reinspection fee of$ required before next inspection. Pay at City Hall. 13125 SW Hall Blvd Catch Basir, Fire Supply line ( J Please call for reinspection RE: ( J Unable to inspect no access ADA Approach/Sidewalk Other Date -2 ��.._ Inspector _ f J7 _ _Ext Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. BUILDING PERMIT CITY OF TiGARD PERMIT#: BUP2001-00077 DEVELOPMENT SERVICES DATE ISSUED: 3/9/01 13125 SW Hall Blvd..Tiqard, OR 97223 (503) 639-4171 PARCEL: 1S135BC-00500 SITE ADDRESS: 10770 SW CASCADE AVE SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION: TIG REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: FPS FIRST: sf N: S: E: W: TYPE OF USE: COM SECOND: sf _ PROJECT OPENINGS? TYPE OF CONST: 3N sf N: S: E: W: — OCCUPANCY GRP: M 'TOTAL AREA: 0 GO sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ?: _ REQD SETBACKS _ REQUIRED_ FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : Y HNDICP,ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 13,464.00 Remarks: Installation of fire alarm system. Owner: Contractor: DESTINATION HARLEY-DAVIDSON BACHOFNER DATACOM INC 2302 PACIFIC HWY E 55 SE MAIN ST TACOMA,WA 98424 PORTLAND, OR 97214-3346 Phone: Phone: 503-233-2006 Reg#: LAC 111978 FEES REQUIRED INSPECTIONS Type 8 Date Amount Receipt Electrical Permit Required W _ Y _ _ Pr.MT CTR 2/23IU1 $81.70 27200100000 Fire Alarm Insp Misc. Inspection 5PCT CTR 2/2.3/01 $6.54 27200100000 Final Inspection FIR'- CTR 2/23/01 $32.68 27200100000 PRh12 CTR 3/9/01 $96.00 27200100000 (additional fees not listed here) Total $440.70 —This permit is issued srrhiect to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days ATTENTION Oregon law requires you to follow the rules adopted by the Oregon Utility Notification C - .ter. Thc-.e Hale.; are set fctrth in OAR 952-001-0010 through 0.4R 952-001-1987 You may oh it a ropy of these rules or direct questions to OUNC by calling (503) 246-1987. Permitee Signature: Issued By: / Call 639-4175 by 7 p.m. for an inspection the next business day '- •2' o L-Q l Building Cit of Tlg - itceived: Fermno.: Address: 13125 SW Hall Blvd,Tigard,OR 97223 cUappl.no.: Expire date: CiryojTigard Phone: (503)639-4171 Date issued: -, Ny: Receipt no.: Fax: (503) 598-1960 Case file no.: i'ayntent type Land use approval: __ _ 1&2 family:Simple Complex: U 1 &2 family dwelling or accessory U Conuncrcial/industrial U Multi-family U New construction U Demolition 0 Addition/alteration/replacement U Tenant improvement �4 Fire sprinkler/alarm U Other: Joh address: Bldg.no.: _ Suite no.: Lot: Block: Suhdivision: _ Tax map/tax lot/account no.: Project name: V Description and location of work on premises/special conditions:. "51/� Name: �. Mailing address: 1 &2 family dwelling: ---- ---- City: �j State: ZIP: Valuation of work...................................... . R Pl one: fax: E-mail: No.of bedrooms/haths................................. Owner's representative: Total number of floors................................. Ph"a , fax: E-mail: New dwelling area(sq.ft.) .......................... Garage/carpott area(sq.ft.)......................... [�a,ti e l_ �� x p,_ Covered porch arca(sq.ft.) ......................... - Mai linp address:rZ- - 4x4"A 4�, Deck area(sq. ft.)........................................ City: �," i ,,., state.(,,i ZIP: r Other structure arca(sq.ft.:......................... _ Phoned ; ,- Fax^z r��, Cr G-mail: ('omtnercfaUfndustriaf/muftl-family: / Valuation of work........................................ Existing bldg.area(sq.ft.) ..........I.................. Business name: �� sr t,moi `-- ' '''` �`'' New bldg.Brea(sq.ft.) Address: _ 'r, � ............................... City: �� State: "< Z[P: Number of stories........................................ ---- Type of construction Phone: ,< Fas E-mail: .................................... .. - - --- Occupancy gmup(s): Existing: CCB no.- _ ! New: _ City/metro lie.no..: Notice:All contractors and subcontractors are required to be Ke MILHO licensed with the Oregon Construction Contractors Board under Name: provisions of ORS 701 and may be required to be licensed in the Address: J jurisdiction where work is being performed.If the applicant is City: State: ZIP: exempt from licensing,the following reason applies: Contact Person: Plan no.: - Phone: Fax: E-mail: — Name: 1co ict person: Fees due upon application ........................... Address: Date received: -- City: State: ZIP: _ Amount received ......................................... $ Phonet ___TFax: E-mail: _ Please refer to fee schedule. _ 1 hereby certify I have read and examined this application and the Not all imisdictims accept credit tans,please call lurisdictior,rat nm atformMun. attached chc4Ust.All provi ' of laws and ordinances governing this o Visa U MasterCard work wili be co: wi reihe sspecified herein or not. Credit cad number._ - — Expires— Authorized signature:_ Date: AY3 6 t -- Now of cardholder as shown on credit cud -- Print name: Q-•� 4—A—a'La Cardholder sijntlure s Amount Not:ce:This permit application expires if a permit is not obtained within 190 days after it has been accepted as complete. 440A13(15MCOM) Fire Pi otection Permit Checic List �-- a Alteration D R)air_ TAI ew ❑Addition _- .) Modification to sprinkler heads only: Describe work 1. 1-10 heads: No plan review required.ri done. 2. 11+ heads: Plan review required. I Number of sprinkler heads:_ --- Additional description of work: tem Com lete A or B as aallicable T e of S s - - -L-3 rinkler Wet ❑ _ --- D2r --- ----� Stand i es Additional Hazard Group —-- Information Densit _ -- K. Factor $ Sprinkler Project Valuation: B. Fire Alarm larm _�- --- - Yes Submittal shall Batterytions include: Individual Component Yes Cut Sheets Fire All Alarm Pro ect Valr.iation: �- --- -- -- - Project Valuation Subtotal A & B Permit fee based o_nvaluatlon see c _ ---- S% State Surcharge: $ 15 FLS Plr view 40% of Permit: $ - TOTAL: $ i:\dsts\forma\FPScheck11st.d0c 10104100 LETTER OF TRANSMITTAL DATE RECEIVED RECEIVED LIAR G 2001 COMMUNITY DEVELOPMENT DEPT: t'l�•-� V�,r� FROM: PHONE NUMBER: RE: lavr�a, 1'ZLOeD I_ ++S (Case nuniber, site address, parcel number, etc.) COMMENTS: 3 ^Qc>�'�.�' V tom••� c,va �.�S�cv�i i�2!> a S �-QR�A L,. L��v� 1 �,�,.�.,. 4-�AL �$�3� i:dsts/forms/LetterTransmittal.doc :1 ELECTRICAL PERMIT- CITYOF TIGARD RESTRICTED ENERGY DEVELOPMENT SERVICES PERMIT#: ELR2000 00232 13125 SW Hail Blvd.. Tigard,OR 97223 (503) 639-4171 DATE ISSUED: 10/13/00 SITE ADDRESS: 10770 SW CASCADE AVE PARCEL: 1S135BC-00500 SUBDIVISION: ZONING: 1-P BLOCK: LOT: .JURISDICTION: TIG Prosect Description: Installation of restricted energy for data telecommunications system. Job No-4237 A.RESIDENTIAL _ _ B.COMMERCIAL AUDIO & STEREO: AUDIO & STEREO: INTERCOM & PAGING: BUR,-LAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER: CLOCK: MEDICAL: HVAC: DATA/TELE COMM: X NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDOOR LANDSC LITE: OTHER: HVAC: PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: TOTAL#OF SYSTEMS: 1 Owner: Y Contractor:^ DESTINATION HATtLE:Y-DAVIDSON BACHOFNER DATACOM INC 2302 PACIFIC HWY E 55 SE: MAIN ST TACOMA,WA 98424 PORTLAND, OR 97214-3346 Phone: Phone: 233-7873 Wtg#: LIC W11978 ELF 26 953CL FEES T _ Required Inspections Type By Date Amount _ Receipt Low Voltage '.nspeclion PRMT CTR 10/13/00 $75.00 2720000000 Elect'l Final 5PCT CTR 10/13/00 $6.00 2720000000 Total $81.00 I-----� This Permit is issued sutAec:'k to the regulations contained in the Tig?rd Municipal Code, State of OR. Specialty Codes and all other applicable laws All work will be done in accordance with approved plans This permit will expire it work is riot started within 180 days of issuance, or if wog* is suspended for more than 180 days ATTENTION Oregon law iegvires yon, to follow rules adopted by the Oreqon Utility Notification Center Those rules are set forth in OAR 162-001-00JU inrough OAR 952-001-0080. You may obtain copies of these rules or direct question to OUNC at (503) ;`46-198 �� _ Penrlttee Signature� Issued b ty _ _ _ _- `7 * _ CWdNER INSTALLATION ONLY The Installation Is being made on properly I own which is not intended for sale. lease, or rent. OWNER'S SIGNATURE: DATE: CON"fR ACTOR INSTALLATION ONLY SIGNATURE OF SUPT'.. ELEC'N �t ( � _-- - ---�_-. -_— DATE: LICENSE NO: Call 639-4175 by 7:00 P.M. fo, an Inspection needed the next buslne-;s day l PROfff�/�, �93J 9 :� ERCIAL SILENT COMM 13 KNIGHT UlcyItjt. FIRE SYSTEMSA '& �y,� FIRE ALARMS Model w • w w exclusive 1 w With Digital Communicator, • • FEATURES: • Eight Zones, 6 Style A(class B)and 2 Style D(class A). 8 Expander Zones are Style A(class B). Zones are inlewhangeable using the Model 7181 Zone Converter. • UL,FM, MEA(BSA),CFM Listed and Approved. • Event memory. • Fuseless design can reduce service time. • Field selectable, 12 or 24 VDC power supply. • Six amp current output at 12 volts,five amps at 24 volts. • Compatible with 2-and 4-wire smoke detectors as well as water flow and sounding devices. 4 • ANSI Cadence Pattern Output. • Four programmable (Style Y) supervised signal circuits, including steady, pulse and temporal. • Program mlal)ln smoke verification,pre-alarm delay, and cross-zoning can minimize false alarms. • Four ger eral purpose relays(Form C 24 volts at 2.5 5207 amps rlisistive) • Ruill-in approved digital communicator with UL roquired priorly reporting. or system problems,exist. If the 5237 encounters a fire • Flexible programming capabiities including up/ or trouble condition, it sends a report to a central downloading and use of remote annunciator. No monitoring station(if applicable),and,typically,sounds "desktop"programmer required. an audible/visual warning in the local area. • Accu-Z-one°9 diagnostics facilitate local and remote troubleshooting The 52P7's microprocessor constantly runs programs to check inputs and carry out other routine functions. If the • Individual zone Walk Test. program ever stops running, a watchdog circuit will detect it and reset microprocessors to resume nnrmal DESCRIPTION: operations. The Model 5207 is an all-in-one fuseless local fire The Model 5207 conducts an automatic:self-test every evacuation control panel and digital 24 hours—at a time you select—and sends a report to communicator designed for applications requiring the central station(if applicabl3). manual fire alarm acltomalic fire alarm and water flow for sprinkle) systen:supervision. The basic unit offers Other features of the system include English-language fire alarm for one to eight zones, expandable to 16 with remote annunciation simplifying"Step Programming"of the optional 5210 expansi in module. It is compatible custom options Remote downloading of system w'.th both two-and four-wire smnke delertora. Compact, configurations can eliminate the expense of sending out easy to install and service,it delivers the features you'd a service technician for reprogramming. Systemprovides expect to find in fire systems costing much more. a built-in fire drill procedure. The exclusive Accu-Zone" feature measures and displays zone voltages, so you Gyring normal operation, the 520f constantly checks can set up and test the system without separate testing smoke and other sensing devices for fire conditions. It equipment. Fuseless circuit board design eliminates also conducts system checks to determine if any troubles, one of the most likely causes for service cats. PROGRAMMI.NG ANNUNCIATION The 5207 includes an annunciator inside the cabinet. Its six LEDs(for diarm, trouble, silencad, AC/low battery, event memory, time set/reporting) are visible without opening the cabinet. The annunciator allows for easy operation of all functions. It features dual seven-segment rr� display and 14 uniquely assigned function keys. Keys are: ENTER,CLEAR,SILENCE,SHUNT and 0-9 used for ALARM RESET,CLEAR ALARM MEMORY,DIALER RESET,REQUEST DOWNLOAD,DISPLAY MEMORY, TEST, DISPLAY TROUBLES, SET DATE and SET TIME. Remote annunciation is available through the Model _,... 5230. This four-wire, 16-zone remote annunciator is easy to operate. Its fourteen function keys can perform 5521 the same operations as the main system annunciator, On-site programming is available through the optional including silenn.ing,resetting,and displaying of alarms, troubles and alarm memory. Use of access codes Model 5521 Desktop Programmer or through any prevents Unwanted tampering. In addition the Model remote annunciator. 5230 can be used to program all programmable options Remote programming can be accomplished through the for both the local control and digital communicator. use of 5521 programmer and 5530 modem,or through the use of an IBM or compatible personal computer and Features include LCD display, backlighting, English- the Model 5541 Downloading Software (requires the language annunciation. Model 5530 Downloading Modem). Up to seven 5230s can be attached to one 5207. Standby More than 60 programmable options are available for current draw per 5230 is 60 mA,alarm current is 120 mA. customizing system configurations and end-user features, including zone type (fire, panic, tamper, sprinkler, water, heal, cold, iucaq; zone options (pre- alarmdelayed,smoke verification delayed,zone disable); and zone location descriptions. Programmable dialer e options include total number of reporting attempts,Touch- M,r+tr Tone" or rotary dialing, one or two telephone lines. r Several time delay features,including numberof seconds to alarm in pre-alarm,smoke delay conditions, number of hours before loss of AC hours report,and 24-hour test time,can be programmed. NOW Sm ad ZONE E'XPANSiON 5230 The optional Model 5210 Zone Expander douthles the number of zones available to the 5207 from 3 to 16. The 5210 adds eight additional style A(class B)zones to the 5207, enabling use of both two- and four-wire COMMUNICATIONS/REPORTING smoke detectors. The 5207 is equipped with a UL listed digital dialer Voltage Rarges: Using 24-VDC power 17.8-27.4 VDC. which has the ability to seize the telophone line(s) to Using 12-VDC power 8.5-11.8 VD(,, rAport alarms and troubles to a central station. It can supervise 0:Q telephone lines and activate a trouble- alert if a line failure is sustained for 45 seconds or longer. _ 5 Other communications/reporting featuresinclude: Built- o in ring detector; re-try if communication failed; fail-lo communicate output;one or two phrunP lines option; up to four phone number capability(plus computer phone for downloading); Touch-TonO and rotary compatible. The 5207 is compatible with all major reporting formats including SIA(security industry standard), SK, 52 10 FSK, SK 412, Radionics BFSK. Formal selectable by account number. SPECIFICATIONS Model 7181 Fire Zone Convertor ELECTRICAL SPECIFICATIONS: Converts Style A zones to Style D and vice versa. • Primary AC: 120 VRMS at 60 HZ, 2A • Total Accessory Load. 5A at 24 VDC ( 6A at 12 VDc INDICATOR LIGHTS: • AC/DC POWER(Green)-On when system is running t on AC power;flashes when using Dr, • ALARM(Red)-On for supervisory alarm;flashes for 5220 Direct Connect Module fire alarm. Used for City Box and polarity reversing direct • TROUBLE(Y41low)-On when trouble condition exists. wire applications. • SILENCED (Yellow) -On when alarm or trouble has been silenced but not yet cleared. • EVENT MEMORY (Yellow) - On when an alarm condition has been reset. • SE1 MODE/REPORT(YPIIow)-On when system is in test or program mode,including Date/Time set mode. Flashes when system is reporting. MECHANICAL SPECIFICATIONS: 5530 Downloading Modem • Dimensions: 16 in. W x 26.4 in. H x 4 in. D SIA format modem for remote programming of 5207. (40.6cm W x 67cm H x 10.2cm D) • Weight: 25 lbs. (11.4 kg.) • Color: Red TELEPHONE REQUIREMENTS: 3 • FCC Registration No.: AC6USA-65475-AL-E f • Type of Jack: RJ31 X(2 required) APPROVALS: 5541 Downloading Software • UL Listed For remote programming with IBM PC and compatible • FM Approved computers. Can be used with 5207. Requires 5530 • CFM Approvers modem. Software/modem package may be ordered • New York City MEA(formerly BSA) as a 5561. • NFPA Central Station Reporting -Local Protective Signalinq System -City Box -Poiarity Reversal res -Proprietary Prolec,ive ljignaling System 5260 Printer Interface OPTIONAL. ACCESSORIES Allows connection of a standard computer printer to Model 4180 Status Display Module provide a printed record of 5207 system activity. Simple Provides 16 outputs to give alarm and trouble conditions plug-in connection. (Printer not supplied.) by zone. Two units can be connected to annunciate all 16 zones on a 5207 control. Can be used to drive LED or graphic annunciators. (Non-supervised) ARCHITEC'r/ENGINEER SPECIFICATIONS The contractor shall provide a complete electrically supervised shall be programmed to operate on(1)pre-alarm,(2)tamper Tire alarm and communications system. The system shall alarm, (3) specia! alarm, (4) fire alarm, (5) trouble, (6) no- contain a fire alarm control/communicator and panel to ,ilenco,(7) alarm by specific zone(1-16). The relays shall supervise and operate heat and smoke detection devices, remain energized until the panel is silence reset or the trouble alarm signal devices, visual annuncictors and an integral condition is cleared,unless'no-silence"is selected. digital communicator to transmit fire alarm and supervisory signals to a central station.The control/communicator shall bri The control/communicator shall have an integral annunciator UL Listed or FM approved for use under NFPA 71,72A,72B, to indicate sequentially zones in alarm,zones in trouble,and 72C and 72D standards. It shall provide power and control for system functions. LEDs shall augment the display to make eight supervisad detection zones,foursupervised alarm signal clear to an operator the system status. An integral louchpad circuits and a dual digital communicator. The control/ shall be provided Ic operato, set up, and interrogate the communicator shall be expaniable to sixteen supervised system. Vital operations such as alarm silencing or reset shall detection zor,i)s and shall be able to communicate to a central be simple and obvious to an operator. Authorization pass station in SIA,SK FSK1,SK 4/2 or Radionics BFSK forrnals, codes may or may riot be used. The control/communicator shall be Model 5207 or approved equal. The control/communicator shall have the capability tasupervise two telephone lines,soize the phone line,and send the alarm There shall be two Style D and six Style A detection zones. signal on one or both lines without the addition of any more They shall accommodate heat detectors, products of equipment. It shall so-ind a local trouble signal it the telephone combustion detectors, manual pull stations, sprinkler flow service is interrupted; r longer that 45 seconds and it shall switches and gate valve supervisory switches intermixed as transmit a signal indicatin,the loss of phone line service IG the desired and permitted by NFPA 71,72A,72B,72C,and 72D. central station over the ren,pining phone line. A signal shall Products of combustion detection may be either two-or four- also be transmitted indicating the rosloral of phone service. wire and shall be cross listed by UL for use on the system. The The control/communicator sha I be able to report the loss of detection zones shall he programmed to(1)be cross zoned so either phone line without regard,o which phone line failed first. that two individual zones must sense products of combustion, If both lines tail,a local signal shall sound. (2)automatically reset a detector to verify that smoke exists, (3)see a single detector in alarm--before the alarm is sounded The control/communicator shall have the ability to send a test and a signal is transmitted to the central station, signal to the central station every 24 hours. The test signal shall be able to be transmitted at a specific,time of day or night There shall be four I amp supervised(Style Y)alarm signal by setting a program within the paned. circuits. They shall rause the bells/horns to ring .;toady/ pulsing/temporsl throughout the premises until reset or Th alarm signals transmitted to the central station shall silenced. Two 1 amp outputs can be cot nhined to provide one ind,c.ate which of the eight zones is in alarm and which zones 2 amp output. are in trouble,depending on which format is used. Restoral frorn alarm or trouble shall also he transmitted by zone. The The control shall be equipped with tour auxiliary relays that conlrol!communicator shall be capable of communicating to Silent Knight, Radionics or Ademco central station receivers. It,YMW 'K1 fw►: ws•a. NM'14 1.n..:N•n p.11Ki rsa MI1 •w1aaM)Mtf NrKMt ........ •Aa!'+Ne r ""' Ykt.>:.1 f+DblllY t tint s suss� ---- i,W1.0 A 1a&'«n « a.wea tit cnwnn w""" cewassYirs .. • qM1«• »M UY.. uu wM» w MODEL-5207 BLOCK DIAGRAM-TYPICAL INSTALLATION _ SILENT 7750 Meridian Circle,Maple Grove,MN 553694927 MADE IN r i t-800-448.8444 or In Minnesota(612)493.6435 AMERICA KN I G f FT FAX:(612)493-6475 FIRE SYSTEMSa 7 7 ?OAE Zo►JE ZME Zo�f sl pFll gE11 F 8ktw3 ccK1'I Z�af �6 1� t i10 Eo �0L i IIG ,gyp Ebb �}• ZNS 1 A��tl) 4S Nt.Cf fdf) 11c) ,gyp Eos t Ilo FAAP 15 l9 E o►- IS l5 �o� EOE y Model 5207 Fire ConfrcllCommunicato. Infallahorn anrf OporrNon Manual 3.5 Current Draw Worksheet Table 3-2 Current Draw Worksheet T Number of _ Device 1 Current per Device Standby AlarmCurrent Current Devices 1 5207 Control Panel I Standby: 120 mA 120 mA Alarm: 700 mA 7W n:A (worst case) 5210'LoneGxpandcr -- - - I _- Standby: 40mA mA Alarm: 40 mA rnA 5220 Direct Connect i - I� Standby: 50 mA ma Alarm: 50 mA nlA 5230 annunciator Standby: 60 mA (op ml\ (7 max.) Mann: 120 mA mA 4180 Status Displays Standby: 20 mA mA (2 max.) Alarm: 140 mA mA A Current Subtotals: ran I J do mA a Standby: l-I5S rnA mA 1. Alarm: per; mAr mA - Standby: mA mA `0 JAW _.__ - ---- - --Alarm: MA ``a mA - Standby: mA „►,& '.`� . Alarm: ma ; r mA g - -- - - - i- Current Subtotal: mA s mA era-ft of ApP�la7ces efe 'd4c amia Appe�di_ gLmP ! 5 eUi► - ~ ' tmA a M , mA --,2 q30- -- mA ron rs _�_` _ ` /0 a. d — M R —� 13 mA C Current Subtotal: mA �A"Vjfnl Standby:- fillrnA Ys�r.,nScn_st7r 5014 15 _.y -- n►armr MAmn Standby: - nrA mA Alarm: - n,A mA Standby: n, inA Alarm: mA mA D Current Subtotal: mA Zi mA Total current ratings of all devicac in system(add A-D): _ mA (omA E 'Total current ratings converted to amperes(x.001): A A Note:Use this information in conjunction with Tab .3-3 and Table 34 to complete battery calculations. 3-4 1508135 Model 5207 Fire ControWommunicator Installation and Operation Manual 3.5.2 Worksheet. Requirements The following steps must be taken when determining Model 5207 current ratings: 1. Measure the alarm current. If only one current rating is listed,the draw for that device is the same whether the system is in alarm or standby condition. The exception is for notifi- cation devices, which are rated at alarm current only. Standby c'.rrent for notification devices is 0 mA. 2. To detect the actual maximum alarm current, measure the current draw (with no devices connected to the panel)by connecting a DC amp meter in series with one of the batteries. Disconnect the AC power source. Put the panel in alarm. The meter will indicate the alarm current, which will be in the range of 120-700 mA. Fill in the system alarm current in the Current per Device column of the Current Draw worksheet. You can estimate with- out measuring the alarm current by filling in the maximum total alarm current of 700 mA. 3. For smoke detectors, notification devices, and devices not mentioned in the manual, refer to the device manual for the current ratings. The worksheet example shown on the previ- ous page provides rough estimates for a"worst case" installation. 4. Use Table 3-3 to calculate the correct battery AH rating needed for your installation. See also the example (Figure 3-4) on the next page. Note that the calculated rating in Row 11 cannot exceed the ratings shown in Table 3-4. Table 3-3 Battery Calculations Total Standby Current Total Alarm Current A Total supervisory current from the Current Draw A Worksheet(row E). B Number of standby hours(24 and 60 for NFPA 72, H Chapter I, 1-5.).5). �y c Multiply tines A and B. —--_-- AH 33 y D lbW alarm current from the Current Draw worksheet A (row E). 5 4 E Alarm sour ttg period in hours.(For example,5 H minutes=.094 hours.) OM n 167 �QM A� F Multiply lines D and E. AH �q a Add lines C and F. AH 753 H Multiply line a by 1.2. AH (Ibtal ampere/hours required*) *Use next size battery with capacity greater than required. 3.6 150865 4OWSTEM Low-Profile Smoke1 Modeis Avail able 'Fv.�Y%,/.:::�.. f- h�''• evpyvmwn+++�•-w.wM'w'rtNwww� �oeM.wewwwurnwwwnwrrnuwvww�lwaww 2itDOD Photoslectronlc+2-VYlre 2100TD photoelectronic wRh Thermal,2-Wire 2100TR Photoolectronlc with Thertmal and Retry,2-tNlre 77 2U2/24R Photoelectronlc with Relay, 4WIre 2112/24TR Photoelectronic with Thermal and Relay, 2100AT Photoelectronlc with Thermal and Sounder,2-Wiry f y ' 21t2/24ATR Ph&.oelectronic with Sounder,Thermal < and Relay,4-Wlre 2112/24AITR Photoelectronlc with Sounder. 2112124TY Isolated Thor Mal and Relay,4-Wire ll it/l4A"1'fl Fe*ures p„o� ,,.�..�.qa �.d - -•••~•�`�"""° "" + S stern Sensor 100 Series low-profile, direct-wire • Models with built-in sounder' producing NFI A 72 detectors pack superb performance and reliability into a required temporal tone • Models with 1350 fixed-temperature heat detection small undrr that ge.Several new models produces the NFPA 92crequired temporal • Models with localized,nonlatching smoke alarm and evacuation tom,. Advanced circuitry provides superior latching thermal And • Smart-Check"'self-diagnostic maintenance feature to fae the Fiarm C.C.relay,standard on dmost ucinmodelst allows the satisfy NEPA 72 sensitivity testing requirement • Large,supervised" plug-in terminal block with detectors to control remote functions such as elevator recall and door closure.The isolated thermal feature on captured SEMS screws decreases wiring and the 2112/24AITR reduces nuisance alarms and installation time rotects sensor from unwarranted calls to the central station. • Removable,cleanable insect screen p Insects and airborne dust • Built-in test switch • visual alarm,power,and maintenance Indicator • 3-year warranty • *parented housing design ••patent pending specif cations - 21001 and Dimensions ope,mig voltage: 12 or 24 VDC Urominell Diameter. 5.5 inches(140 into Standby Current: So ILA maximum average Height: 1.7 inches(43 mm)with bracket Alarm Current: 100 mA maximum IimNed by panel Shipping%Wight: 5.3 oz.(I50 grams) Temperature ItAnge: Humidity Range: lo%to 93%RN.norcondensing 21001: 32°to 120°F(01 to 50°C) LIOOTD 32° to Io0•F 10°to 39°0 A05-:27.07 9 System Sensor 7/98 This document is not intended it,he used for installatinn purposes. Specifications - 2100TR Diameter: ,5 iurhes 1140 mm1 Standby Current: 50 pA average, I')0 pA max. Height: 1 7 ruches (41 mer) With bray kit Alarm Current: 25.5 mA min., 130 rnA rnax. Wright: 6.8 oz. (192 1;) (Alarm current must be limited to 100 mA by the control panel.If Operating used,the RA40OZ Remote Annunciator operates within the slrecifled Temperature Range: 32° to 100"F(0" m 38"C) detector alarm currents.) Operating Reset Voltage: 1.3 VDC min. Humidity Range: 10% to 93%Relative Humidity, Reset Time: 0.3 seconds max. noncondensing Start-up Time: 30 seconds max. Latching Alarrn Reset by momentary power (after 60 sec.reset) interruption Alarm Initiation and Heat Sensor: 1351F fixed temperature Auxiliary Relay electronic thermistor Contact Ratings, System Voltage(VDC): 12/24 nom.,8.5 min.,35 max. Resistive Load: IA 0 30 VDC Max. Ripple Vulhrgv: 30%of nom. (peak to peak) Specifications - 2112/24R and 2112/24TR Diameter 5.5 inches(140 m(n) system Voltage(VDCI: 12/24 nom.. 10 ruin.,35 max Height: 1,7 inches(43 mm) will,bracket Max. Ripple Vohagr 30% of nominal voltage(peak to peak) Weight: 6.8 oz. (190 g) Standby Current: 50 pA average Operating Alarm Current: 28 rnA iyp;cal,35 niA max.at 12V Temperature Range: 36 mA typical,45 mA max.at 24V 2112/24TR 32° to 100°F(0° to 38°C) Reset 'oltage: 0.8 VDC min. 2112/24R 320 to 120°F(0° to 50°C) Reset Time: 0 3 seconds ma,:. Operating Start-up Time: 30 seconds max.(after 60 sec. reset) Humiditi Range: 10% to 93% Relative Humidity, Alarm Initiation and Auxiliary Relay noncondensing Contact Ratings, latching Alarm: Reset by momentary power interruption Resistive Load: IA Qp 30 VDC Heat Sensor,2112/24TR: 13S*r fixed temperature EOL Relay A7/-7168, 12/24 VDC electronic thermistor Specifications - 2100AT Diameter 5.5 Inches(140 mm) System Voltage(VDC): 12/24 nom.,8.5 min.,35 max. Height 2.05 Inches(52 mm) Max.Ripple Vollage: 30%of nom. (peak to peak) Weight 7.4 or.. (210 g) Standby Current: 50 pA average, 100 pA max. Operating A:arm Current: 13 mA min.,100 mA max. Temprtaturr Range: 32°to 100"17(0° to 38°C) (it used,the RA40OZ Remote Aanunclator operates within the Operaling specified detector alarm currents.) Humidity Range: 10% to 93%Relative Humidity, Reset Vol•age: 1.8 VDC min. noncondensing Reset Time: 0.6 seconds max. Latching Alarm: Reset by momentary power interruption Start-up Time: 30 seconds max. Audible Signal: 85 dBA minimum when in alarm (after 60 sec.reset) or with supply polarity reversed Reversing Relay: RRf, 12/24 VDC Heat Sensor: 135°F fixed temperature electronic thermistor Specifications - 2112/24iATR and 2112/24AITR Di,.acler ,"111E]ICS ;1 10 uunl System Voltage(VDC): 12/24 nom., 11.3 min.,35 max. Height 2.05 inches(52 nuns Max.Ripple Voltage: 30% of nom (peak to peak) Weir,.41 7.5 oz. (210 g) Standby Current: 50 pA average, 100 pA max. Operating Alarm Current: 49 mA typical,60 mA max.at 12V Temperature Range: 32° to 100°r(01 to 38°CI 57 mA typical,65 mA max.at 24V Operating Reset Voltage: 0.8 VDC min. Humidity Range: 10% to 93%Relative Humidity, Reset Time: 0.6 seconds max. noncondensing Start-up Time: 30 seconds max. Latching Alarm: Reset by momentary power interruption (after 60 sec.reset) Audible Signal Alarm Initiation and Auxiliary Relay (at 24 VDC): 85 dBA typ :at when In alarm Contact Ratings, or with supply polarity reversed Resistive load: 1A O 30 VDC Heat Sensor Reversing Relay RR1,12/24 VDC 2112/24AIR: 135°F fixed temperature EOL Relay: A77.716B.12/24 VDC electronic thermistor 2112/24AITR. 135°F fixed temperature Isolated electronic therrnistor l'age 2 A05.227-07 100 Series Wiring Guide —— - '�N NAI..,• - _ � �I 1 IA XWPAtl%l XWA� • I I cawrllw -- -_ 1 i I vel NB ( I rwn I RA/ME C 1 i I PAO a4 1 j j analw auw A wwo _ ---I wrl ---------------------------------------- � o•low taweeAweaa I Wn E:ONLY ONE OETECTOR PER ZONE CAN BE UBEO. Wiring Diagram for 21001)and 210OTD Wiring diagram for 210CTR t1I11'C-I14u1 Ni1�. fQ I 1 .II►IY1.v • 1 It • I *All A AtNfl MwA►N;nnr �p wit 1 I ------I I I I 1 "--------------- 1 1 I fl�l[NN ffJW AVIeleO � I CAAB A 1MMe7 ___I ..»e. Nf11F 01•Y OI'�141N�9rMrtf�rtM1��!Ir�1.YYI�IIefMT M 1�nyCR~MMS� Iwr?M•,rYV•r ryIW m H rlr Nw. Wiring Diagram for 2U2/24R and 2112/24TR Wiring diagram for MOW ,,OWER '4 ff Itl()RB BOL P(A4EP. SUPERVI M REu v�r+utwN / • i All �_. R r.. R A =:- A RM ------ ul.'A I Pi 14dN-A ,11 A TACT r - A TAG R�E6ERUTBOR flWta�v Iw: Iwrl C U r�U PMEl I NO No YNAiAC7URERl I I �n iAnr: I O-------L----A--- Wiring diagram for 2112/24ATR and 2112/24AITR AOS-227-07 General Description System Sensor 100 Series low-profile smoke detectors use 2112/24AITR produces the NFPA72-required,85 dBA a state-of-the-art optical sensing chamber. temporal tone pdttern when the individual detector alarms The unique design of the optical sensing chamber in or when the supply voltage polarity is reversed. 100 Series photoelectronic smoke detectors can sense Installation of these detectors is simplified by the use of smoke particles from a wide range of combustion sources. a mounting bracket and a plug-in terminal block with These deter(ors minimize nuisance alarms by using a captured SEMS screws that can be prewired to the system, custom integrated circuit for signal processing. allowing the detector to be easily installed or removed for The thermal detectors provide restorable, 1357 fixed- cleaning. Detector sensitivity can be tested in place using temperature heat detection. The 2112/24TR,21000A1',and the MOD400R lost Module. 2112/24ATR have heat-detection units integrated with the An LED on the detector provides a local visual photoelectronic sensor. The 2112/24AITR photoelf-vtronic indication of the detector's status.If power is applied to smoke sensor is isolated from the fixed-temperature heat the detector,and it is functioning normally in standby, the sensor,providing a self-resetting, local audible smoke status LED blinks every ten seconds.The LFD also latches alarm that does not alarm at the panel. Only the fixed- on in alarm. temperature heat sensor will cause the 2112/24A1'rR to All of these units feature a visual indication that alarm at the panel. maintenance is required -- if the sensing chamber drifts A piezoelectric horn in the 2100AT,2112/24A1'R, and out of Its sensitivity limits, the LED ceases to blink. Ordering Information EaLl-bILL Desciu li ion 21`X111 Photo,2-wire, 12/24 VDC 2112/24A1.1R Photo with piezo sounder,isolated 135^F thcimai. IMM 11) Photo with 135°F thermal,2-wire, 12/24 VDC auxiliary relay,4-wire, V/24 VDC IMI R Photo with 135'F thermal,auxiliary relay,2-wire, AcLessorios 12/24 VDC RR1 Reversing",lay for 2-and 4-wire smoke detectors 2112/24R Photo,4-wire,auxiliary relay, 12/24 VDC A77 7168 EOL power supervision relay module for 4-wire 2112/241'R Photo with 135'F thermal,4-wire,auxiliary relay, smoke detectors 12/24 VDC MOL1400R Sensitivity test leol for 100,20V,300.400,and 500 2100AY Photo with piezo sounder, 135°F thermal,2 wire, Series smoke detectors 12/24 VDC A77-AB Adapter bracket to retrofit 100 series detectors 2112/2.4A'1'R Photo with piezo sounder, 135°F thermal,auxiliary relay,4-wire, 12/24 VDC NOTE:Product specifications subject to change wilho;n notice. System Sensor Worldwide Manufacturing & Distribution In lrnada: In the Ear Earl: In Italy: 'IFlephone:A15-812-0767 Telephone:852.2191.goot ,telephone:3940.949011 Fax:905.812-(1771 Fax:85.: - ...6580 Fax:3940.382137 In China: In India: in the united Kingdom: Telephone:no-29-525-6253 Telefax:91.022.82025(A Vephone:44.1403.276500 Fax.86-29.524-6250 Fax:44-1403.276501 Page 4 AOS-227.07 11 ts fY��tvEM ef, ir , SEM SOR ' . SPECT.~ a o1 : SO and'Horh'/Siroh6s Mom-I trobe with Standard Plate Strobe with Small Footprint Plaut horn with Standard Plate Features • 24 vol!strobe models: 15, 15/75,75 and 110 candela • Universal mounting plate included with each unit • 12 volt strobe models: 15 and 15/7.5 candela • One screw mounting of strobe and horn/strobe to mounting • Horn models cperite on 12 and 24 voles plate • law current draw: reductions as high as 45% • SpectrAlert strobe and horn/strobe take up zero room in(he • Two Gild selectab)e/reversible horn tones back box. -3000 liz Interrupted • Single gang mounting without the use o a motoling plate -F.lectromechanical (horn model only) • Field selectable/reversible high-low dHA output on horn • Self-contained screw covers (low output on 24 volt models only) • Aesthetically pleasing design 101 peak d11A @ 10 It. high output• • Synchronize horn and s0obe with Sync•Circuit"module 96 peak dBA(N 10 ft. low output* • Silence horn on!torn/strobe over a single pair of wires using a Field selectable/reversible temp 3 pattern or non-lernp 3 Sync•Circuit module continuous pattern on horn Sound outpu(varies with tone and output options selected;sound • Horn/strobe can be wired either in tandem or independently levels based upon Anechnic room measurements. Spedf'icatiens Walk test: SpectrAlert horn/strobe and horn only work on"walk Mounting: 4"x 4"x 11/i"or Imo"with time durations of 4 seconds or greater. 2"x 4"x 1'/a"standard boxes Input terminals: 12 to 18 AWG Indoor operating temperature: 320 to 120° F(00 to 49° C) Dimensions Weatherproof Strobe and horn/strobe operating temperature: 320 to 151° F(0° to 66° C; with universal I)late: 5"x 53/a"x 213/I6" Voltages: 12 or 24 VDC and FWR unfiltered Strobe and horn/strobe Operating voltage range': 12 V, 10.5-17 V.24 V.20-30 V with small footprint plate: 31/a"x 33/a"x 23/1•" Operating voltage range" (with Horn with universal Synr,,Circuit module,MDL): 12 V. 11-17;24 V,21-30 V mounting plate: 5"x 53/6"x 11/16' nlex prndtxis whodd to cWrmM w ftMn ftk taus voko r*W;ULdnra,Aowewet,teal Hurn without (unrtional inlephv in-HI%and 4 la%of manutwurer'a state!)aidft mounting plate. 215/1."x 53/ie"x IS/la" Weight,horn only: 7.2 oz. Wright,strobe and horn/strobe: 8.8 oz. �� U�C `F M MEA AYYROVHI approved (Indoor m<MN Ilwtlrgw ally Fi+r ahllUotul IWIrd IMornuilm see'Notes'on honont o(paee 6.1 e System S(usor,t/v7 This document is no(intended to be used(r.inatapatt•s,I purposes. A05.936.04 • a • a • • • • • • • i—• , . • • • • �, M-61-77F PkI>T(A - P\310 1 • •�/ is I JPu K TI 1E ET • • • • • • s � .. : ' •' : : fL � ► AL: Civ �2��'�3 I R Now- " An I O O C5 0 O �� . �,�,�u `fir: �► , ` S1�1 vet 0 O O I /`�...;�;��•!�fir.., r�38� % gh �1 ib � oRsro;tr 'lqs u►� of 2t, 7 3l v �l i ILI .31Q3 ' REAn_ `f , 1 C.0 rN 00 61 W1% 1S wLVM� By Ow _ I By F I U G R �ci0 Date Date � 10 G R (Q A C K E Z I .E,-I ]ob #c -- 0 "RA C K E N Z I E_ lob # to 10 _l,J 6 0690 SW Bancroft St / PO Box 69039 Portland, OR 97239-00390690 0690 SW Bancroft St / PO Box 69039 Portland, OR 97239-0039 W Tel: 503.221.9560 / 360.695.7879 Fax: 503.228.1285 Sht._ _ Tel: 503.224.9560 / 360.695.7879 Fax: 503.228.1285 Sht. of Net: infoOgrpmack.com Web: www.grpmack.com ©2003 GROUP MACKENZIE. All RIGHTS RESERVED Net: info0grpmack.com Wb: www.grpmack.com 02033 GROUP MACKENZIE All RIGHTS P- .. _ .. ,�. ..:j +','it;: ... .,N'p`•p4iw�:.,r-.wA'-�u.wrw,..:.uryY. ,YC '� w.h t..... - ... .,•!'Pk�4hatt',' oi.- _ .. .. .. ''�('!•Mb:fW - _t#'�/',,. ..,},.tl; .., ., �,ru:� ';.,, s im3;�. k.. •.K;.� .ma.a v:7{'.r'-�, td.,.i, ap�>i 1 ry.�:, _ .-.-....... ,. .. ... ._.., ...»...........„.,„, ........ .... ....w.MWMnMtern�Wlsw,aw�r�s. n ,.rs„ �i Y! ..,,. �.,,.' : ......fir,. ...w '� «..�•..,.............er»...... �. � `t:' , NOTICE: IF THE PRINT OR TYPE ON ANY n � il _ � qf7 _l_IIIII � Irllllll 1,111. I I I I I II I IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 5 FJ � 9 - lO I1 12 IT IS DUE TO THE EQUALITY OF THE No. ORIGINAL DOCUMENT E 6Z 8Z LZ 8Z 5Z �' Z EZ ZZ TZ ^ OZ 6i 8I LT 9i 9i � T E [ ZI ii � T y _ W i 6 8 L S'd E Z T �Irii3w IIIIIIIIIIIIIIIIIIiillllllllllllll1.11�11111111 �11111111111111111111111i1►i. 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I of 1Z A C K F N Z I E Job AQ Not: InfoOgrpmack.com Web: www.grpmack.com 02003 GROUP MACKENZIE All RIGHTS RESERVED 0690 SW Bancroft St / PO Box 61'039 Portland, OR 97239-0039 i Tel: 503.224.5560 / 360.695.7879 Fax: 503.228.1285 Sht. of__ `� �,�r, ;,.,h .a�•m,,, _ n ,.,. ��«rte Not. info g pmack.com Web, www.grpmack.com 01003 GROUP MAcKim E All RIGNTS G ,a•eatlip..wWi�lAfti�ll W►�.rw►.+:Yr,ka...w.w+M.....��+.W'' �'��•-:>+�4r' .- NOTICE: IFTHEPRINTORTYPEONANY 111114 III fIII 1111111 111 1111 111 1111 1111111 IJIIIII III Irl- fllllll III III IIIIIII IMAGE IS NOT AS CLEAR AS THIS NOTICE IT IS DUE TO THE QUALITY OF THE: _ _ No-36 ��;�.��• — �y .Y - h .,, ORIGINAL DOCUMENT E 6Z 8Z LZ 9Z qZ EZ ZZ IZ nZ 6t St LT 9i 9T � T� ET T3111111 III 1111IIII IIII IIIIIIII IIII IIIIIIII IIII lII11_l�_ 1 111 I'd III1111I 111 Ill illi-Illi IIII IIII IIII IIII IIII IIIIIIIII IIII Iiil 4111 IIII IIII IIII IIIIIIIIIII I I(I� 11.1. 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KFNZ1E_r� 3� 70L 3uiS1& 0690 SW Bancroft St / rO Box 69039 Portland, OR 97139-0039 � � I 0690 SW Bancroft St / PO Box 69039 Portland, OR 97239-0039 ` Tel: 503.224.9560 / 36 1.695.7879 Fa:: 503.228.1285 Sht._ of Tel: 503.224.9560 / 360.695.7879 Fax: 503.228.1285 Sht._ 10 _ of Not: info'Dgrpmack.com Wet,: www.grpmack.cram 02003 I7ROUP MACKENZIE, ALL RIGHTS RESERVED Net: infoOgrpmack.com Web: www.grpmack.com 02003 GROUP MACKENZIE. ALL RIGHTS RFFf- .. - ..... .. _... ...�..r•�r.av-.z. � :..�..r.r.�:.. - -••. y: ��!n!YY�,tfi'SiCkP. lq�Ft'bA1WN'.�'iS!'�W.�d.AV+"'.. ...; . .. Y, • ... ..., Y � .. �' � 11 ...- ...... M y .' �. .,.. �.:;'a a, � '� o..r.rw.+...r�.,..-.,: �. ..•..ww.�.-..............•w..w...•w....•.....w....-....�....w.w..w..n....,.+..........�-._.—... qtr w ..r,N.,..n. / NOTICE: IF THE PRINT OR TYPE ON ANY _ .I . -1 r . _II I _I 11.I ( I IISI I- 1, I ( 1 111 11 SI 1_1I. 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M6 By DwE lay— Hate03 GR Date � - lob PTA CK E NZ1 .F lob # 30 15(p 0690 SW' Bancroft St / PO Box 69039 Portland, OR 97239-00390690 SW Bancroft St / PO Box 69039 Portland, OR 97239-0039 Tel: 5 03.224.9560 / 360.695.7879 Fax: 503.728.1285 Sht. ` I of T•1: 503.224.9560 / 360.695.7879 Fax: 503.228.1285 Sht. of _ _Not: info®grpmack.com Web: www.grpmack.com 07003 GRO1.- MACKENZtE A�1 RIGHT' pets infoOgrpmack.corr+ Web: www.grpmack.com 02003 GROUP MACKENZIE. All RIGNTS RESERVED _ ......- .. . .. ..,..,,..,,w« m� .n ..:._ .,M. ... ,., r _�..,^�Mt ,zr+.e.k N ebe, d„1�.+rr#.k�il � kF�:;1'.�ilft�t 4t{{�i�t��.'� r ��:Nk;"r��••i�� NOTICE: IF THE F RINT OR TYPE ON ANY Ell ! 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I ! � ! � ( ��1J1t � ! � t � ! I � 1lT�1III � III ! � ! I ► � ! � ! � ! � ! � ! r? I 1 2 t II Y OL !MAGE . S NOT AS C _EAR AS THIS NOTICE, `� 4 cJ _ O _ 7 $ 9 - 1Q �. 1 ! Iz � f � IT IS DUE TO THE QUALITY OF THE: ��►► 11 �-- -- �N'I o.36`E0-fm,Z.c-, ORIGINAL DOCUMENT 61 8T t EE�� I6 �� Il1fi .11i! '1111111,1h,111 I . 1iIIlli IIL1II I) � � -TT�ald^i�wi� ! r i . Y •1 01 to 1 0 • • • • • • • 1 0 t • • • • • A • • 1 • 40 •0 • • 1 • • • ••• 1 • •• • • • • _ • • • • • A • o • • to •41 s.. • •o• w1 ►SoX35 SI.aF`ft� • • •• • r • 0 a o • • • • o • �► a•• o • • • ( ^� / N H d 1 • • • ,\ f / i � r eosp i t .. .0100, Owl R- Lago r rt 3 3 � I3ft-4 0111, aP-1 T R. Q-0) 13 'LOOL w 12x I Lp 45 W n \rj(zr t IF P ,RAS 103 I ti-1 �RL�`1 IF,) P\ 0SJ� BYB _ v G R Dote_ (p ZI I G R 11 p Date (.PWA K E N 7 IT lob M W �►� 1 ,� �p lob � 1!) 1 0690 SW Bancroft St / PO Box 69039 Portland, OR 97239-0039 �� of 0690 SW Bancroft St / PO Box 69039 Portland, OR 97239-0039 Sht. Is-_ of `� Tel: 503.224.9560 / 360.695.7879 Fax: 503.228.1285 Sht. Tel: 503.2.24.9560 / 360.695.7879 Fax: 503.228.1285 Not: InfoOgrpmack.com Web: www.grpmack.com ©2003 GROUP MACKENm All RIGHTS RESERVED Net: infobgrpmack.com Web: www.grpmack.r:om 02003 GROUP MACKENZIF. All RIGHTS RES` NOTICE: IF THE PRINT OR TYPE ON ANY !T-IJJ-1 � r III III III IIi ilililr i1il � i � � 1 � 11- F[TIT-I_rlr1� rl � � r 1.,.L,r.r. �..ri,.�i.1�. .q� Iil � .� I � l � 1 � ilil � r � I � I � I � �_1�. !_I.1 iIi � I � � � Ir r�1 l�_r r-•�� -1.�r� rl� _r.Ir - - �� rl � Ii iIi Ali � Iil � � i ,.� , 181 IMAGE IS NOT AS CLEAR AS THIS NOTICE, � 3 4I 9 - 10 IT IS DUE TO THE QUALITY OF THE _ � No-36 ORIGINAL DOCUMENT -- �— -- -- � s E 6Z 8Z LZ 9Z SZ � Z EZ Z TZ OZ 6T SI LT 81 9T � T v ZT iT OT 6 8 L 8 4 fi £ Z T �lai3w (III IIII IIII IIII IIII IIII IIII�illl IIII 'Ill IILI 11�I 111111.11 IIII 1111 IIII illi. llll IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII :IIII IIII IIII IIII IIII IIII Ilii IIII Illi IIII l llll 1�J1111 Illi 1111 J.11i 111.1 llII�Jl11 lU 1.IIICIi A General Description System Sensor SpectrAleit Series strobes,horns,and combination horn/ selectable features are accomplished with cite use of pins and jumpers strobes are UL listed(or ortmary signaling in life safely systems and meet located on the back of each SpectrAlert horn and horn/strobe.An accessory ADA public mode visible signaling requirements module is not needed to make these field selections.The horn on horn/ SpectrAlert products can be conneaeu to the alarm indicating circuit of strobe models lllill operate on a coded power supply.The horn only model a fire alum control panel and are compatible with DC line supervision.The designed for coded power supplies(HC 13/24)will clso operate on a coded SpectrAlen product lisle mounts to stan4ard back bo.%c:i with tyle use of a power supply. universal mounting plaie in,:tuded with each unit.An ul ti,.nal mall strobes footprint muuntinr,plate fits to a single gang box.An accessory!.Ick box The ADA compliant SpectrAlert strnbes are electron((visible warning skirt gives a coBmt til.fldsh to a 4'x 4'x I t/,'or a 2'r 4'x I1//'surface signals that flash at I Hz over their operating voltage range.These products mounted back box.Ali strobe and horn/strobe mounting options require are available In 24 volt models at 15,15/75,75 and 110 candela Intensities only one screw attachment of product to plate. and in 12 volt models at 15 and 15/75 candela intensities.SpectrAlert 7tese products are designed for 12 and 24 VDC and full wave rectified products feature dramatic reductions in current requirements. undlrered power.Full wave rectified operation requhes more current than y2,o�groldt Modulo DC ope,ation.For detailed current draw information,consult the table below.The hom/strobe combination products are factory assembled with The Sync•Circult Module is available for the synchronization of shobes and jumper wires for in-lander,operation.For independent wiring of horn and horns and can synchronize two Style Y(class B)circuits or one Style Z strobe,remove jumper wires.When wired for Independent operation.the (class A)circuit.The modlde can also generate a synchronized temp 3 lone strobe will continue to run while the horn can be silenced.I Iowever,the for System Sensor's Multi-Alert"and PA400 horn products.'The strobe must be uunning for horn to operate. synchronization module allows the SpectrAlert horns on combination horn/ strobes to be silenced on 2-wire systems.SpectrAlert's SynceClrcuit Module Horn can be daisy chained for multiple zone synchronization.The Module shall The SpectrAlert Series horns and horn/strobes provide two different field not operate on a coded power supply. selectable/reversible tones,a high-low field selectable/reversible sound output selling(low setl;ng on 24 volt models only)and a field selectable/ 'For Mulll-Alert and PA 400:Strobes mull be wired to a continuous source reversible letup 3 pattern or non-temporal continuous pattern.'these field of power(nun-coded power supply). SpectrAlert Current Draw Table Strobe Only AVERAO::CURRENT(rnA) PEAK CU— RRENT(W.) !N RI1911 Cl1RRCNi(mA) 4yu .�f0�da V M.olk s IY Molle e ,B.BV 12V ,7V 20V 24V 30V ,0.sv 12Y ,TY 20V �V 30V ,9.sv ,� I7V 20V 24V JOY w11 t I" w IWN /wK Itt ISN , r & IwN wN U I IwI . IM, 15 ,] $.A 91 / 4BU 480 4. 460so 4 150 7 1 7 I/o 250 eo toe 121 40 t ro 1 v IW75 1041 JIZ 19Ie 2 ee 9 se 1] 4HU 5m 4 21, Ixn 491 1 t +t deo no rat 1 1 210 11 �/ 110 12J 1 1(12 141 NA NA A NA NA NA 3 44 310 480 NA NA A 0 NA -A NAA 169 14U 115 74 NA A �A NA NA NA 4 4 7 420 tl20 NA NA NA Horn Only AVERAGE CURRENT mA) HlgNLow Tamp 10.% 12V try 20V 24V 39V Topa Velums on tit: VON oc IwN I>t: rwA nc L Or. nw1 Or. rvei Ebclro- Hiph arm to 11 10 10 i4 1 19 21 26 IB 29 mesh. l0 231341 30 / Loy, A It 1 1 1 Non NA N NA NA NA NA 12 to24 -.L? 2 3000 H2 H1gh T 1 11 1 1IMorrupl1 12 Low Tamp NA NA NA NA NA NA 14 14Non Horn/Strobe-IS cd Horn/strobe-15 ad AVERAGE CURRENT(Ird) AVERAGE CURREYT(mA) 11I9tift-m Tamp WIN 12V 71V 20V 24V 30V Hlghllow Tamp 10.511 i.!V I V 20V 24V 70V Tone Volumo__INon Lc rwn to rwr1 tz rwN uc I,W tK Iwo uc rwN on• Volume IN nc rwx rlc rust a IYYR or. 'wN 4 rwN uc 167 Ebcho- High 2 4 1 Ot iB N Ebdm- Hipp To r mach 1 14 1 1 1 m!tch, Non t 1 4 1 LOw Tam NA NA NA NA NA NA 10 B2 BB 97 W 1] Lata�� NA NA NA NA NA NA 15a ;a2 Ib 1E2 '1� 1 NonN 7 1 1 1] n JO(U H2 H1ph 1 1 1 3 1 3000 Flt Hipp Iraompl. _ Non 144 Il] 121 INYS 14 7B 102 lt0 10a el tf Interrupt _ NOn rM NA NA. NA NA NA IM lag ISO 116 177 1 Law Tam NA NA NA NA NA NA IJ D4 t0 95 81 1 Low Ta A NA NAI NA K% NA 159 IB4 140 la4 IT, 1 Non LM M Wgn NA Hern,rStrobe—13/75 cd Horn/Strobe—110 cd AVERAGE CURRENT(mA) AVERAGE CURRENT( ;24V V� 1LYndas 2 HIVWLow Tamp ,O.BV t:v ,TV 20V 24V 30V HIgNLow Tamp 10.511 12V 1 20V 30VTons volum�l�on -ww Uc ire - IwN uc 1VM or. rwN ut 11 tong Volume No OL rwa 4 rwlr t>c uc im w . rHigh ICiM 170 1 ] 1ST 181 117 1B1 95 11 91 111 B7 1 Ebcim High Tam t4A NA NA NA NA NA 11B 21 9 14.1mach 11 1 mach _Low Ta1np NA NA NA NA NA NA ei 101 IB 10e 15 144Low TA p t NA NA till t4A NA 1W_272 01 q2 1Nr i 11NA NA NA NA NA Ba 101 e0 IOtl r5 1M n NA NA IIANA NA NA cal 2]2 M t:,2 13000 Rz Hqh I1 110 1 3000 H2 Hight Ilaonupl n 161 1 DS tl 9 1 1 ISI IMorrupl 1 LOw Tem NA NA NA NA NA 1 90 TK 1J IOB_.19 1 Low To 1111 NA NA NA r1A NA 1B7 271 15r 2116 171 1 Page 1 This docuuurnl ill nnl intended to he used for Installation purposes A05-93t,o4 Engneering Specifications _ oanaral Horn/Strobe Combination SpectrAlert horns,strobes and horn/strobes shall be capable of Horn/strobe shall be a System Sensor SpectrAlert model_ mounting to a standard 4"x 4"x 11/r"back box or a single gang 2'x 4" listed to UL 1971 and UL 464 and shall be approved for fire protective x I'/#'back box using the universal mounting plate Included with cath service.Horn/strobe shall he wired as a primary signaling notification SpectrAlert product.Also,SpectrAlert products,when used in appliance and comply with the A,nericans with Disabilities Act conjunction with the accessory SynceCircuit Module,shall be powered requirements for visible signaling appliances,Bashing at 1 Hz over its from a non-coded power supply and shall operate on 12 or 24 volts. 12 entire operating voltage range.The strobe light shall consist of a xenon volt rated devices shall have an operating voltage range of 10.5- 17 flash tube and associated lens/reflector system.The horn shall have volts.24 volt rated devices shall have an operating voltage range of 20- two tone options,two,audibility options(at 24 volts)and the option to 30 volts.SpectrAlert products shall have an operating temperature of 32 switch between a temporal 3 pattern and a non-temporal continuos to 120°F and operate from a regulated DC or full wave rectified, pattern.Strobes shall be powered independently of the sounder with unfiltered power supply. the removal of factory installed juniper wires.The horn on hom/strobe models shall operate on a coded or non-coded power supply. Morn Hann shall be a System Sensor SpectrAlert model capable of Modulo operating at 12 and.'4 volts.Ham shall be listed to UL 464 for fire Module shall be a System Sensor Sync•Circuit model---lisle protective signaling systems.The horn shall have two tone options,two to UI 464 and shall be approved for fire protective service.The module audibility ontions(at 24 volts)and the option to switch between a shall synchronize SpectrAlert strobes a!l Hz and horns at temporal 3. temporal 3 pattern and a non-temporal continuous pattern.The born Also,the module shall silence the horns on horn/strobe models,while only model designed for coded powor supplies(HC12/24)shall operate operating the strobes,over a single pair of wires.The module shall be on r coded power supply. capable of mounting to a 411/1."x 411/u x 21/i'back box and shall control two Style Y(class B)or one Style Z(class A)circuit.Module Strobe shall be capable of multiple zone synchronization by daisy chaininh Strobe shall he a System Sensor SpectrAlert model listed to multiple modules together and re-synchronizing each other along the UL 1971 and be approved for tire protective service.The blrobe shall be chain.The Module shall not operate on a coded power supply. wired as a primary signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenan flash tube And associated lens/reflet•lor system. SpectrAlert Dimensions PC rte— —® O ra.. `"M Q _ Ohs" �25hd' Horn/Strobo wvh smpil rootprirrt Mounting Plats Hofn Only (same dlrvsn--ons for strobe only) 2,she� Stle--- 1= 2 'NMI Horn/Strobe with Univorsal Mounting,''late (same dimensions for strobe only) Sync•rlrcuH Modula r This document Is not Intended to be used for installo4on purposes. AOS-936.04 �I SpectrAiert Mounting n'--,grams t ar.k box -BBS -4"back boy: .r Horn Direct Mount /--4"back box -� � D-MP ew.h product) Horn Surface Mount with Accessory each product) O Back Box Skirt U U .w -z'back box &MP Horn with Universal Mounting Plate(Included with each prod•ict) 0 4"back box O U /—D-MP (Included with g each produd) U Q s-- U ---`- Strobe or Horn/Strobe with Accessory Small Footprint Nvutrting Plate Strobe or Horn/Strobe with Universal Mounting Plato(Included with each product) 4 t"`*t"'" BBS 4"hx"x 4"/,,'x zoo"back box C1 , —+ Strobe or Horn/Strobe Surface Mount with Accessot y Back Box Skirt Sync-Circuit Moduie Dirart Mount I,,. l This(locwnent 14 not Intended to he used for installation purposes. AO',')It,0-1 SpectrAlert Wiring Diagrams TANDEM OPERATION INDEPENDENTOPENATION IiOZW 3r RFW F.COM13CY INMOI AND RlaOar —_ �� McvwNw.FF NRrRNAfi 1 to NM OEVN:'e OR Poi EOL e I.i •� �y--W__ Rt m011{ I ROE 111 ._. ..'r...a1 p1 1 IACTpI♦M1N lRO I,i JUAMf}If ��V��+'M1M 0 o E -- N (,) "ORM N000917ROa! RiR11U[ONLY t_) FOUR WIFIF MITI L TWO WFE RYRrnI is CONNOMMUS F AW W%OF Rr_ZL: 10 Waarn ION FOC F00FJTI WR'F.0 FOR lAMOLV i, OKRATION q.FORT(AN M Rq 1TME01 CAN 2 TIROEU OFF I —�1- -1 I.t IF I AY CONTORK YO OF ORFS � � e 0 01 1 L Horns Silenced Over Two-Wire Circutt Temp 3 Coding of MuMAlert and 1.Any mix of Horn/Strobes or Strobe only devices is acceptable PA400 Soundwrs 2.Horn control connects to Interruptible power sourne Nolo:Strobes mu•t heIp41,i, [lowered from non-coded supply FAM N 1qp� }I _IOMRAI Y[RUR 1 RFAcl%ftml O RNOf OR fFRilna 1 WI1 NAtA} I ��uR} N Y"I' / f0. PAW TONOR OFYIOF On FOL IYFFROI n_I fl G I�' I faunlwARl ofvc12 —> roRN ars• —> SINION11,OINLI am al to ---Ml.lia.�aF—t ICK' oR L =� rn01AA F > NuwfbabTRgs� G}11� M ---TI RilclRN.eti 0.YICf QI n lW,alaram l0 � w1s1� MIIIF 1� ti h M.of ApwbAMl hwn.bnM,.bnly�.H, m.nrIY NNN.N.bwhb.ens•.n.. 11 MO MNNb or nwn w.Y.n M'wrM rlu.}tt � MNNF En bat.M.sn ron•}.YrnYnM. n J.lnr.1 bran cmM1M IwiNJ Sound Output Guide (dBA) UL Reverberant Room dBAO volts DC Aneeholc Room Peak dOA 010 R./voRs I)C lug u u to is A tr.s 12 17 2a 24 as Temporal Low lbne Electromechanical NA NA NA 75 75 79 NA NA NA 94 96 98 3000 Hz Interrupted NA NA NA 7S 79 79 NA NA NA 94 96 98 High Ibne Electromechanical 75 75 79 82 82 82 is <)" '18 too 101 102 3000 Hz Interrupted 75 75 79 82 85 85 1,1 oti 911 MO 101 102 No& IAIw Tbne Electromechanical NA NA NA 79 82 95 NA 'l A, NA 94 96 98 Temporal 3000 Hz Interrupted NA NA NA 82 R2 85 NA NA NA 94 96 98 High Tone Electromechanical 79 79 R5 85 88 R8 94 95 98 100 101 102 3000 Hz Interrupted 79 R2 85 RR 88 88 93 95 98 100 101 102 Page 5 This document Is not intender:to be used for InstaUatlon purposes. A05.93&(,4 SpectrAlert Ordering Information AO weatherproof models UUU1 use weatherproof back box model WBB. Avg.mA• Avg.ueA• Red While Voltage Candela 0 Nom.VDC®Nom.FWk'• Nam/Strobaa 1`1215 P1215P' 12 is 114 167 PI21575 P12 S75W 12 15/75 152 181 P2415 P241 SIN 24 IS 78 98 1`241575 1)241575W 24 IS/7S 91 111 P2475 P2475W 24 75 148 167 P24110 1`24110W 24 110 165 209 P241575K(weatheipmoO - 24 15/75 91 III P2475K(wealherpmoO - 14 75 148 16? P24110K(weatherproof) 24 UO 16S 209 Canada P241 SA P241SWA 24 IS 78 98 P241575A P24157SWA 24 15/75 91 111 P2475A P247SWA 24 75 148 167 P24110A P24110WA 24 Ito 165 20; P241575KA(wealherp,00f) -- 24 15/75 91 111 P2475KA(weatherpmof) - 24 75 148 167 P24110KA(wealhemmnn - 24 Ito 165 207 Win America P241S75F(FUEGO) 24 15/75 91 III Strobee 51215 S1215W I2 IS 114 157 5121575 S12157SW 12 15/75 142 171 S2415 S24ISW 24 IS 53 80 5241575 S241575W 24 15/75 66 93 S2475 52475W 24 75 123 159 524110 S2111OW 24 110 140 191 S241575K(weathcrpuxrO - 24 15/75 66 93 S2475K(weatherprooO - 24 7S 123 159 524110K(weatherproof) - 24 1:0 140 191 Canada 52415A S241SWA 24 15 53 ail S241575A S24157SWA :4 15/?S G6 93 52475A 52475WA bl 75 123 149 S24110A S24110 WA 4 110 140 191 S241575KA(weathelpluon - 24 15/75 66 91 S2475KA(weatherpronO - 24 75 123 149 524110KA(weatherptooll - 14 110 140 11 Latin Ametica 5241575F(RIMO) 24 15175 66 93 Norne 1112/24 1112/24W 12/24 NA 12/23 12/21 1112/24K(weatherproof) - 12/24 NA 1I/23 12/21 HC12/24(for coded power) 14C12/24W(lot coded power) 12/24 NA 12/13 12/21 HCl2/24K (far coded r)ower,wcatheromof) - 12/24 NA 12 Canada 1112/24A 1112/24 WA 11/24 NA 12/21 12/21 Hl2/24KA(wearheghrooC - 12/24 NA 12/23 12/21 HCl2/24A(for coded power) tIC12124WA(for «led power) 12/24 NA 12/23 12/21 5ync•ClreuH Module _ MDI. MDLW 12/24 NA 16 24 1.m,n1. MDLA MDLWA 12/24 NA I6 24 Small Footprint Moue,I gr Plate for Singlo gang Only S-Mp SAM NA NA NA NA Surface Mourd Racy Rn■Skl•t BHS nB5W NA NA NA NA Unlvemal Mouhding Plate(replacement) D-MP D-MPW NA NA NA NA Weatherproof Bask Box WBB - NA NA NA J NA Notes Agency 1,15111168-Indoor models-UL,IILC,FM,CSFM,MEA.Weatherproof models III,all others pending.limn for coded power.UL,ULC,FM.CSFM,M1:A All SpectrAlen products are designed for wall mount only. Installation of less than 75 candela strobes may be.permissible under the equivalent facilitation clause of the ADAAG(Sec.2.2) However.P is the responsibility,of the person or entity designing the fire alarm system to determine the arceptablllty of less than 75 candela stmt es. All 15/75 candela stndtes at horn/sttohes are recommended for 2d x 21y rooms or less. • Horn and harn/suobe current draws assume horn to set at temp 3,electromechanical tone and high atol:)l fry "MR-Full Wave Rectified System Sensor Worldwide Manufacturing & Distribution ' In Canada: In the Far Fast- In illy: (a the United Kingdom: Telephone:905.812-0767 Iblephone:852.1191-M Telephone:39.40.9,4 , 'II relephore:44 1403-276500 Fax:905-812-0771 Fax:1152-27M,o5RO Fax:39410.382137 Fax:44.1403-276501 In China: In India: In Singapore: Tblephnne:852.2191.9003 Was:91-022-1112025M Telephone:65.273.2230 Fax:852-2736-6580 Fax:65-2.73-.:610 Page 6 T-hls document Is not Intended to be used for Installation purposes A05-936 04 SI November 14, 1996 F_100 rirelffe"'ALarms BG- 10 Series incorporarm Manual Fire Alarrr Stations Section' Conventional Inidating Devices _ evCalifornia The Fire-Lite BG-10 Series Manual Fire Alarm StationsULC State Fire provide dual-action, normally-open contact alarm initialing �� Marshal points for use with UL listed fire alarm control panels. The 7150-0075:103 BG-10 Series features non-coded, dual-action operation. 5711 CS115 r FEATURES ADA F M • Within ADA 5 Ih.pull force when used without break-tube (models manufactured after 10-1-96, identified by an ® OG5A5.AY under station spring). • Impact-re st ndurable LEXAN® (or polycnrbonnte equivalent) housing.s9 a< • Back plate made of 16 gauge steel. • Highly visible. nx ;,. • Easily operated. • Attractive shape with textured finish. • Semi-flush or surface mounting. Operates with or without a break tuba. a :< • Handle latches in down position to clearly indicate that the y t. station has been operated. • Optional lode with standard Fire•Lite key. , • Optional N.O. contact for auxiliary functions. "`" �• Optional pre-signal circuit j Spanish (F(/FGn) version available. APPLICATIONS The BG-10 Series manual fire alarm stations are intended for use as fire alarm Initiating devices, with any fire alarm Initiating circuit to be operated by a contact closure. The stations are for indoor or outdoor (BG-10WP) use and should be installed in compliance with applicable NFPA standards, total building codes, and plans and specifics- The BG-1OP/T has a normally open auxiliary switch which tions. is closed by rotating a key clockwise (The key is non- INSTALLATION removable In this position ) The BG-10 Series manual firu Alarm stations mount to SPECIFICATIONS standard single-gang electrical boxes. A terminal block Physical: with screws allows for fast and easy wiring. OPERATION 1313-10 Ss-10 WP-10 Height: 5.50" `i 50, h 00^ Pulling the handle down causes the BG-10 to latch In the Width: 4.13" 4.13^ 4 69" down position and to dose the normally.)pen switch. The handle is restored manually by unscrewing the ellen-head Depth 1.38" 1.38' 2 00^ screw so the top of the case can pivot forward,allowing the spring-loaded handle to return to its normal position. The Electricals case can then be pivoted back to its normal position and Current Capacity: 3 Amps @ 30 VRMs. secured with the allen-head screw. The BG-10L utilizes a mechanical key instead of the allen- LEXAN®Is a registered trademark of GE Plastics,a subsidiary head screw, of General Electdc Company This document is not Intended to be used for Installation purposes. we try to keep our Product information up to•date and accurate. we cannot cover all specific applications or 180.9001 anticipate all requirements. All cpedflcations are subject to change without nolico. For Engineering and Manufacturing more information,co•ilad Flre•Llte. Phone (203)484-7161 FAX- 203 494-71+8 i ) Gustily System Certified to FINE I Itcg Ar BrrT IS 12 Clintonville Road,Northford,Connecbcul 08472 international Standard ISO-9001 Mario"n Ilio ll y A UI SIM Pago 1 of 2 Wiring of 1 Standard Unit: J BG-10 il► To �t CON I ROL PANEL DLIECIOR -- LOOP OUIPIJ f VO NeXT DEVICE OR E.L.R. The F3G-1 QSP Additional Switch �r PRODUCT LINE INFORMATION Included With Model Description Model: Standard unit. Dual action. Works with or BG-10 „%♦ _ BG-10 without a crush tube. Includes a terminal block with screws for fast and easy wiring 10Standard unit plus an auxiliary N.O.switch BG-10A �r._. to provide annunciator rxmlacts I FRMINAL BLOCK FOR N.3.CONTACT BG-101 Standard unit plus key-test feature I OR AUXILIARY I Standard unit plus N.O.switch for pre FUNCTIONS BG-10P signal operation. ---- BG-101- Standard unit plus key locking feature. Additional Switch Standard unit plus an auxiliary IJ O.switch BG-101 A to provide annunciator contacts,plus key (Key Operated) locking feature. Included WithStandard unit plus weatherprnafing ��L-� ~ BG•'IOWP Includes surface weatherproof box Models: (WP-10). BG-1 0P f Spanish version of standard unit Dual BG-10SP action. Works with or without a crush BG-10T tube. Incudes a terminal block Weatherproof surface backbox for TO WP-10 BCr10WP(Included with BGr10WP). TERMINAL BLOCK Surface-mount backbox for all BG-10 I OR TESL,OR 10 SB-10 PRESIGNAL CIRCUIT. models. (KEY OPERATED) BGA R Optional vim ring. ARCHITECTURAVENGINEERING SPECIFICATIONS Manual t ore Alarm Stations shall be nun-c000d,break-tribe(or non-crush lube)type,with a key-operated teal-reset lock (or Hex reset)in order that they may be tested,and so designed that after actual Emergency Operation,they cannot be restored to normal except by use of a key(or Hex). An operated station shall automatically condition itself so as to be visually detected, as operated, at a minimum distance of one hundred feet, front or side. Manuel Stations shall be constructed of LEXAN® (or polycarbonate equivalent) with clearly visible operating instructions on the front of the stations in raised letters, 1.75 Inches or larger. Stations shall be suitable for surface mounting on matching backbox, or semi-flush mounting on a str,ndard single-gang box,and shall be installed within the limits defined by the Americans with Disabilities Act(ADA)dependent on manual staticn accessibility or per local requirements. Manual Stations shall be Underwriters Laboratories listed. Page 2 of 2 — bF-5120 CITY OF TIGARD PLUMBING PERMIT t, f DEVELOPMENT SERVICES PERMIT#: PLM2000-00228 13125 SW Hall Blvd.,Tigard, OR 97223 (503)639-4171 DATE ISSUED: 9/18/00 SITE ADDRESS: 10770 SW CASCADE AVE PARCEL: 1S135BC-00500 SUBCIViSION: ZONING: I-P BLOCK: LOT: JURISDICTION: TIG CLASS OF WORK: ALT GARBAGE DISPOSALS: 1 MOBILE HOME SPACES: TYPE OF USE: COM WASHING MACH: BACKFLOW PREVNTRS: t OCCUPANCY GRP: FLOOR DRAINS: 4 TRAPS: STORIES: WATER HEATERS: 2 CATCH BASINS: FIXTURES LAUNDRY TRAYS: 2 SF RAIN DRAINS: SINKS: 2 URINALS: 3 GREASE TRAPS: 1 LAVATORIES: 5 OTHER FIXTURES: 4 TUB/SHOWERS: SEWER LINE: 1 ft WATER CLOSETS: 4 WATER LINE: 1 ft DISHWASHERS: RAIN DRAIN: 1 ft Remarks: Plumbing for new bldg. Owner: FEES THOMAS J. HOLCE Type By Date Amount Receipt 109 N LOTUS BEACH DR PRMT CTR 9/18/00 $471.50 27200000000 PORTLAND, OR 97217 PLCK CTR 9/18/00 $117.88 27200000000 5PCT CTR 9/18/00 $37.72 27200000000 Phone 1: Total $627.10 Contractor: ASSOCIATED PLUMBING CO P O BOX 301362 PORTLAND, OR 97230 REQUIRED INSPECTIONS Phone 1: 331-0582 Sewer Inspection Reg#: LIC 00057890 Water Service Insp PLM 26-412PB Top-out Insp Storm Drain Insp Rain Drain Insp RP/Backflow Preventer Final Inspection This permit is issued subject to the regulations contained in the - igard Mu,ticipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-0001-0010 through OAR 952-0001-0080. You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-1987. Issued B ' y� _ _ �� _ Permittee Signature: } Call (503) 6394175 by 7:00 P.M. for an Inspection needed the next business day C TY OF TIGARD Plumbing Permit Application Plan Check# 1; 125 SW HALL BLVD. Comme,cial and Residential Rec'dBy _ TIGARD, OR 97223 Date Recd (503) 639-4171 Date to P.E J,-.R0-00 '1-int ur Type Date to DST / 'O Incomplete or : applications will Rot be accepted Permit:02cPIaao--Do Related SWR A COD 'C0151 I (� Called—�- y �) --- Name((of Development/Prolect FIXTURES (Individual) - OTY PRICE AMT Job DCS} ildIOn Hdrlt. DaV dsar% Sink 9.00 - --11 Address Street Address / Fuite — Lavatory — 5 9.00- 1617D 5W (0,3(q�r' — Tub or Tub/Shower Coml 9.00 Bldg 0 - GIT �(State - Zip Shower Only -_—— —— 9.00 ----- T' A•� q712.) - Water Closet9.00 Nar�e I - —� 9.OU UPf tYi/IA.�,O '�Ar� DAU �S•.1 Ulehwa.her Owner Mail,ng Address Suite Garbage Dieposal i 9.00 �30), Pa i, 1 P W "J Washing Machine 9.00 City/Stale Zlp Phone Floor Drain/Floor Sink 2" 9.00 -- -� Name 3" -- --- 9.00 5A/A( cy w r 4'— 1.00 Occupant Mailing Address Suite — Water Heater O conversion O like kind 9 00 Gas Epiny requires a separate mechanical permit. City/State Zlp — Phone r wmw t r�rny ro- L—GOIA—i " 5 0 Urn30 0Name Othor Fixtures!S0 Contractor Mailing Address Suite _ -_ 171 _ —� Prior to permit City/(tate ZIP Phone Sewer-1 si 100' , 10.00 Issuanrw,a copy 1u,-jfa,,j Ok q 1.1yg y 3�� >'�I C 5 _ Sewer-each additional 100' 25.00 of all licenses are Oregon Const.Cont.Board Lic.* Fxp.Date - — 30.00 required If 5 7�'r p Water Service- I st 100' expired In COT Plumbing Llc.f - -� Exp.Date Water Service-each alditional 200' 25.00 — database_ — tL 411-f d _ I _— Storm d Rain Drain-1st 100' - 30.00 Name I/ Sturm&Rain Drain-each additional 100' 25.00 Architect K rAZ a Mobile Home Space 25.00 or Mailing Address Suite Commercial Back Flow Prevention Device or AMI- J 25.00 P d t7 o)( 6 rl o ll _ Pollution Device _ Engineer �(,Ity/State 7.ip Phone Residential Backflow Preverllon Device' 1�Or1 /o,4 10'j O,Q Q 1 zoi 2a¢ 9�i Lv (Irrigation timing devices require a separate restricted enerr ermit.) Describe work to be done: — _ New O Repair O Replace with like kind: Yes O No O Any Trap or Waste Not Connected to a Fixture 9.00 Residential O_ Commercial --__ Catch Basin 9.00 Additional description of work r B� 16I i n lr Insp.of Existing Plumbing - _ — 40.00 G., �rhr 1 Specially Req-jested Inspections 40 00 Sine) t 5crv,rt of I1�o7o �yrI15. er/hr _ - Rain Drain,single family dwelling 30.00 Are you capping, moving or replacing any fixtures? 900 Yes O No s o bth� �r Se 1,A�3 _ If yes,see back of forni to indicate work performed by -- - QUANTITY TOTAL fixture. FAILURE TO ACCURATELY REPORT FIXTURE Isometric or riser diagram is requlrel if Quantity Total Is >9 WORK COULD RESULT_T IN INCREASED SEWER FEES. _ 'SUBTOTAL I hereby acknowledge that I have read this application,that the information given is correct,that I am the owner or authorized agent of the owner,and 6%SURCHARGE that plans submitted are In compliance with Oregon Stole Laws. Sign tore of OwnerlAnl Date **PLAN REVIEW 25%OF SUBTOTAL 3 Re uirr d only H fixturetf total Is>9 TOT AL Contact Person m Phone �s L + 1I 3S D�C'A 'Minlmum psmtlt fee is$25+5°h surcharge.except Residential Backflow �1%k L r LU 1 1,04 r14_ Prevertlon Devi,;e,which 13$15+ 9%surcharge — -All New Commercial Buildings require plans with isometric or riser diagram and plan review \ I WalstplumappdocMMS / �1 I, �1 PLEASE COMPLETE: Fixture Type — —_ Quantity by Work Performed New TMoved Replaced Removed/Gapped Sink _Lavatory ----- --___ ----- ----- - --- ---- Tub or Tub/Shower Combination _ Shower O_n�y - ------_ __ ---- _ - --�-- Water Closet -- Dishwasher -- -- — - - Garbage Disposal Washing Machine __- Floor Drain/Floor Sink 2" Water Heater -- - _ -- ----- ------- Laundry Room Tray -- --- ------ --- ----- Urinal u_— --- -- --- -- — — __ __— Other Fixtures (Specify) - — — COMMENTS REGARDING ABOVE: 1%drta�lumapp d—717/9,9 .1 CITY OF TIGARD Plumbing Permit Application Plan Check 13125 SW HALL BLVD. Commercial anJ Residential Recd By TIGARD, OR 97223 Date Recd (503) 639-4171 Date to P.E. _ Print cr Type Date to DST Incomplete or illegible applications will not be a%.cepted Permit# Related SWR# Called Name of Development/Project FIXTURES (Individual) QTY PRICE AMT Job ;link 11.50 +� Address Street Address Suite Lavatory 11.50 S _ Tub or Tub/Shower Comb. 11.50 Bldg# City/State Zip Shower Only 11.50 Name Water Closet H 11.50 Urinal 11.50 Owner Mailing Address Suite Dishwasher 11.50 City/Slate Zip Phone Garbage Disposal 11.50 l v Lauuily Trey,v c H C Avco r ,� 11.50 Name Washing Machine/Laundry fray 11.50 Floor Drain/Floor Sink 2" 11 50 L( b Occupant Mailing Address Suite 3" 11.50 4" 11.50 City/State Zip Phone Water Heater O conversion O like kind 11.50 Name Gas piping requires a separate rnechanlcal permit, Z MFG Home New Water Service 32.00 Contractor Mailing Address Suite MFG Hoi,1e New San/Storm Sewer _ 3200 Hose Bibs 11.50 L4 r Prior to permit City/State Zip Phone Roof Drains 11.50 issuanco,a copy - Drinking Fountain 11.50 c! of all licenses are Oregon Const.Cont.Board Lic# Exp.Date required if Other Fixtures(Specify) L' W 4 1 15.00 expired in COT Plumbing Lic.# Exp Date detab?se Name Architect _ Sewer-1st 100' j 38.09 c? Or Mailing Address Suite Sewer-each additional 100' 32.00 engineer City/State Zip Phone Water Service-1st 100' ( � 38.00 Water Service-each additional 200' 3200 Descr be work to be done: Storm&Rain Drain-1st 100' 38.00 New O Repair O Replace with like kind Yes O No O Storm&Rain Drain-each additional 100' 32.00 Residential O Commercial U - Additional description of work: Commercial Back Flow Prevention Device � 32.00 Residential Backflow Prevention Device' 19.00 Catch Basin 11.50 Are you capping,moving or replacing any fixtures? Insp of Existing Plumbing or Specially Requested 50.00 Yes O No O Inspections _ per/hr _ If yes,see back of form to indicate work performed by Rein Drain,single family dwelling 45.09 fixture. FAILURE TO ACCURATELY REPORT FIXTURE Grease Traps 11.50 WORK COULD RESULT IN INCREASED SEWER FEES. QUANTITY TOTAL I hereby acknowledge that I have read this application,that the information 7� U given is correct,that I am the owner or authorized agent of the owner,and Isometric or riser diagram Is required It Quantity rotal Is >9 that plans sul%mitted are in compliance with Oregon Stale Laws. 'SUBTOTAL Signature of Owner,Agent Date s 8/o SURCHARGE Contact Person Name Pnone _J ""PLAN REVIEW 26%OF SUBTOTAL 1 8 1 HATH HOUSE$178.00 Required only If fixture qty total is>9 _ BATH HOUSE$250.00 TOTAL 0 3 BATH HOUSE$285.00 - (This No Includes all plumbing fixtures In the dwollinq and the first *Minimum permit fee Is$5u+8%surcharge,except Residential Backflow Prevention 100 feet of sanitary sewer stony,sewor and water service) Device,which Is$25.a%surcharge All New commercial Buildings require pians with Isometric or ser diagram and plan review I ldamformntplumepp doe 11118199 PLEASE COMPLETE: Fixture Type Quantity by Work Performed —I New Moved Replaced Removed/Capped -- Lavatory ---- Tub or Tub/Shover Combination _ Shower Only ----- Water Closet ---- Urinal -_-- _ Dishwasher -- — -- - _Garbage Disposal Laundry Room Tray _--- Washing Machine Fl _ - oor Drain/Floor Sink 2" r 411 Water Heater Other Fixtures (Specify) COMMENTS REGARDING ABOVE: Accumulative Sewer Tally fer,ani Name:_ (-f P4 iD5-� This SWR#P-WOO -06 l 5/ Md,ess:i Q'9 ?0 Q r,J Ly T,e04 This PLM#;tox--66 ;ixture Value Previous Previous Credits Capped Fixtures Fixtures New total New # Value Capped off value added# added #s total _ Count off#s count value values Baptistry/Font 4 Bath-Tub/Shower 4 _ _ - Jacuzzilmirlpool _ 4 Car Wash -Each Stall 6 - Drive Through 16 CuspidorNVater Aspirator 1 Dishwasher-Commercial 4 - Domestic 2 _ Drinking Fountain 1 Eye Wash 1 Floor Drain/sink-2 inch 2 -3 inch 5 4 inch 6 _ -Car Wash Drn 6 Garbage Disposal 16 -Domestic(to 3/4 HP) _ — Commercial (to 5 HP) 32 -Industrial(over 5 HP) _ 48 • _^ _ Ice Machine/Refrigerator Drains 1 Gil Sep(Gas Station) 6 _ Rec.Vehicle Durnp Statiori 16 Shower-Gang (Per Head) 1 -Stall 2 _ _ — Sink-13artLavatory 2 to _— _ Bradley 5 -Commercial _ 3 Service 3 — - Swimming Pool Filter 1 Washer-Clothes 6 Water Extractor 6 Water Closet-Toilet 6 __ 2 y - Urinal 6 _ % -- TOTALS ' 100 Total ixture values*— divided by 16 = EDU HISTORY PLM#_ _EDU# SWR# _ _ PLM# EDU# SWR# PLM# EDU# _ SWR# EDU# SWR# PLM# EDU# SWF;# M Pl_M# EDU# SWR# PLM# EDU# _ SWR# PLM# EDU# SWR# rwsts%swrtaly doc 1' ^` CITY OF TIGARDBUILDING PERMIT PERMIT#: BUP2000-00423 DEVELOPMENT SERVICES DATE ISSUED: 11/3/00 13125 SW Halt Blvd.,Tigard. OR 97223 (503) 639-4171 PARCEL: 1S135BG-00500 SITE ADDRESS: 10770 '3W CASCADE AVE_ SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION: TIG RL:S UE: FLOOR AREAS _ ExrERIOR WALL CONSTRUCTION CLASS OF WORK: FPS A FIRST: sf N: S: E: v W: TYPE OF USE: COP1 SECOND: sf PROJECT OPENINGS? TYPE OF CONST- 314 sf N: S: E: W: OCCUPANCY GRP: M TOTAL AREA: 0.00 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: HSMT?: MEZZ?: R_E_QD SETBACKS _ _ _REQUIRED _ I FLOOR LOAD: psf LEFT'_ ft RGHT: ft FIR SPKL: Y SMr K DET: DWELLING UNITS, FRNT: ft RE1%R: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 59,976.00 Remarks: FPS Owner: Contractor: DESTINATION HARLEY-DAVIDSON FIRE SYSTEMS WEST INIC 2302 PACIFIC HWY E 600 SF ,MARITIME r+VF #300 TACOMA, WA 98424 VANCOUVER, WA 98661 Phone: Phone: 360-693-9906 Reg#: LIC 49732 ELE 37-6554 FEES REQUIRED INSPECTIONS -- Type By Date Amount Receipt r Sprinkler Rough-In —� PLCK CTR 10/11/00 $159.19 27200000000 Sprinkler Final PRMT CTR 10/11!00 $203.26 27200000000 PRM2 CTR 1113/00 $322.24 27200000000 FIRE CTR 11/3/00 $210.20 27200000000 (additional fees not listed here) Total ^ $936.93 711 This permit is issued s,ibjer.t to the regulations contained in the Tigard Municipal Code.. State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for wore than '80 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Lhility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-1987. You may obtain a copy of th,se rules or direct questions to OUNC by ,alling (503)246-1987. Pe rm itee Signature: Issued By: ------ Call 639-4175 by 7 p.m. for an inspection the next business day 4 10/06/00 FRI 13:35 FAX 5U3 59 1960' (JC IT ne I S 'to 1171 N 0002 �w BtWding Permit-,Application =ME"_ENMW City of Tigard FDate received: ( -GZ permit no.: 'r, -/z Cir aJ7igard Address: 13125 SW hall Blvd,Ti ,OR 97223 hoja.t/appi.no.: Expiredate, Phone: (5�3)639.4171 �J Date issued_ By: Receipt no.: Fact:(503)598-1960 {�\" Case file no.: Payment type: Lanqse fOVal: 1 � 1&2 family.Slmp;e Complex: U I &2 family dwelling or accessory J Commercial/industrial O Multi-family U New construction O Demolition U Addition/alteration/r"-placement D Tenant improvement 'D(Firc sptinkler/alarm U ti(her: Joh address: j [oL vis�i�ua1:°�c AL)g a'1 LL 3 Bldg.n_.: _ Sr,no.: Blok ]Tax map/Glx lot/account no.: Project name: Description and location of work on premises/speeia►:renditions: Name: _.LVEJU&I 10M N9&I ka i2NL.11 so►.r _Mailing address:Z 3O p�g u. AV 1&2 fatrmllydweliing: Ci—ty: iWcor.► atatc �Z11': 9KLt'zy Valuatxmofwork........................................ $ __ Phone _ Fax: 13•retail: No.of lmdrooms/baths................................. ones representative: jQ ` �_-- Total nornhcr of floors................................. Phone: Fait: B-retail: New dwell.ag area(sq.ft.) .......................... Garage/carport area(sq.ft.)......................... Name: Coverer porch area(sq. ft.) Mailing address: Deck arca(sq.ft-)........................................ ^itv•-- -�—� - State: _ Other structure area(sq,ft.).......................... �- Phone: Fax: )rtnaip; CommerclaUmAnatrlal/multi-latnily: ME Valuation of work........................................ r /C.' Business name: ,I / Fxtsung bldg.area(sq.ft.) .......................... tczE _.X,Ta~M5 YL/ <.l - -�. Address: New bldg,area(sq.ft.) .....................I......... Number of stories Cit .................................... - Y l' 2 State: ZIP: '(F�G l -- Type of constnrction............... Phone Fax .11 E-mail: t CCB[to.: (k cupancy proup(s): Existing: City/metro lie.no.: New: Notice:All contractors and subcontractors ace rrquir°d to he licensed with r1u Oregon Construction Contractors Board undet Name: -,gyp j t` L c� - - provisions of ORS 701 and xray be required to be licensed in the Address: ' T jurisdiction where:work is tx:ng performed.If the applicant is Cit -� 7 -- exempt from licensing,the following reason applies: Y: t�iCt`uAAI► State:CSC, ZIP: contactpe n:w Plan no.: --- - -- - -- Poon 5tl3 Z? .9►',7 p Fax:ZZS-;% , F,mall: - - - ----- -- _ _ MAKIN Name: _ Contact pc Mon: Fees clue upon application ...........................$-3(oL 4V 4ddress: Date received: City------ State: Z[P: Amount received ........................................ $ .a le�WS,Phone: - Fax E-mail: Please refer to fee schedule. _ I hereby certify I have read and examined this application and the Na s)tri�3ctforo rrc«p aerie mds,pate cMliM,f«more I,damaam attached checklist All Provisions of laws and ordinances governing this UVis, UMastercard work will be complied with,whether specified herein or not. tkdlt c„a eanate: Authorized signature:_ .�,•7 Date: -- ' - Print nrme: JAY S 74L K r 4iAolder riavatue__ Aareaat Notice This permit application expires if a permit le nut obinined"Phin 180 days after it has been scoepted as complete. aaaau(~OM) ,1,, 40 ELECT ICAL CITY CSE TI '�l�1RD RESTRICTED TED EN RIGY Ai DEVELOPMENT SERVICES PERMIT#: ELR2000-00316 13125 SW Hall i31vd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 12/27/00 SITE ADDRESS: 10770 S'.N CASCADE AVE PARCE_: 1S135BC-00500 SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION. TIG Proiect Description: Protective Signaling A.RESIDENTIAL _ B.COMMERCIAL AUDIO & STEREO: AUDIO& STEREO: INTERCOM & PAGING BURGLAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER: CLOCK: MEDICA0_: FiVAC: DATA/TELE COMM: NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDOOR LANDSC LITE: OTHER. HVAC: PROTECTIVE SIGNAL: X INSTRUMENTATION: OTHER: TOTAL# OF SYSTEMS: 1 Owner: Contractor: — DESTINATION HARLEY-DAVIDSON 9ONITRCL PACIFIC 2302 PACIFIC HIM" F 1975 SW 6TH AVE TACOMA, WP, 98424 POR-(LAND, OR 972.01 Phone: Phone: 223-5822 Reg #: LIC 00053535 ELE 26370CLE _ FEES _ Required Inspections _ Type By Date Amount - Receipt Low Voltage Inspection ^ PRMT CTR 12/27/00 $75.00 2720000000 Elect'I Final 5PCT CTR 12/27/00 $6.00 2720000000 Total $81.00 This Permit is issued subject to the regulations contained in the Tigard Municipal Code. State of OR Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days ATTENTION Oregon law requires you to follm rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080 You may oht;in copies of these rules or direct questions to OUNC at (503) 246 1987. Issued by /c_, _ c _ -__ Permittee Signature OWNER INSTALLATION ONLY The installation lis being made on property I own which is not intended for sale. lease, or rent. OWNER'S SIGNATURE: DATE: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N LICENSE NO: ---- Call 639-4175 by 7.00 P.M. for ani inspection needed the next business day Electrical.I"ermit Application " t_, — Date received: Permit no.: TVPz Ry .; City of Tigan d. Project/appl.no.: Expire date: Address: 13125 SW Nall Blvd,Tsgard,OR 9?Q��V, Date issued: B y: Receipt no.: l Phone: (503) 639-4171 of C Fax: (503) 598-1960 k�,W?jAENi I Case flleno.: Payment type: f,AMM(11V D Land use approval: _ YVPE OF PERMIT U I &2 family dwelling or accessory Wcommercial/industnal U Multi-family U Ten,,nt improvement U New construction U Adclitiolr/alteration/rt:placcmcnl U Other: _ U Partial JOB SITE.INFORMATION Job address: _ �:_ Bldg.no.: Suite no.: Tax map/tax lot/account no.: Lot: Block: I.Subdivision: Project name: .{fry P11 Description and location of work on premises: Estimated date of corn letic.n/inspectio 1: 1 Job no: _ r i Fee Max Business name: k 0. Demicriplion Qty. (ea) 'Total no.Imp — _ New residential-single or multi-family per Address: C- L hL doellingunit.Includes adachedgarage. City: I1 \. State: 1Y I 21P: , Seniceincluded: Phone:` ,l - Fax: to E-mail: _ 1000 sq.n.or less ?t Each additional 500 sq.ft.or onion thereof CCB no.: Elec.bUs.IIC.no: V Limited energy,residential 2� City/ tic .Do.: Limited energy,non-residential 2 tZ _�:�_c)y Each manufactured home or modular dwelling Signature of supervish g electrician(required2_ _ Date Service and/or feeder su .dtal.asaaa I License nn Services or feeders-Installation, alteration nr relocation: on: 200 amps or less 2 EN,,.,m,e(print): 201 amps to 400 amps 2-- M amps to 610 amps 2 ng addresti. 601 amps„i000 amps Rlale: ZIP: Over I(100 amps or voltse: Fax: E-mail: ReccnnectoalyOner installation:The installation is being made on property I own Temporary sersles•nr feeders- which is not intended for sale,lease,rent,or exchange according to Installation,altetation,orreloeation: 200 amps or les) 2 ORS 447,455,479,670,701. _ 201 amps to 4f>'d amps _ 2 Owner's signature: _ Date: 4c l to 6tx)srt s 2 Branch circuits-new,alteration, or c slenslon per panel: Name: A. Fee for branch circuits with purchase of Address: _ service or feeder fee,each branch circuit City; State: ZIP: h. Fee for branch circuits without purchase of service or feedet fee,first hranch circuit: 2 Phone: IV [ mall: Each additionaltttanchcircuit. Wsc. or feeder not Included): U Service over 225 amps-conunercial U Ilealth-care facility Each pump or irrigation circle 2 U Service over 320 mnps•rating of 1&2 U Hazardous location Each sign or outline lighting _ 2 familydwellings U Building over 10,000 square feet four or Signal circuit(&)or a limited energy parel, I U System over 600 volts nominal more resider+al units in one structure alteration.or extension* U Building over three stories U Feeders,400 in ips or more 'Description _ --- U occupant load over 99 persons U Manufactured s•ructures or RV park F'jch additional Inspection aver the allowable In any of the strove: U Egres0ightingplan U Other. —�—_ 11erinspection _ Submit_-_sets of plans with any of the above. Investigation fee The above are not applicable to temporary construction service. Other Not all.jurisdictions accept ctrdh cu is,please call jurisdiction for more infarmrdon Notice:This permit application Permit fee.....................a c U Visa U MasterCard expires if a permit is not obtained Plan review(at _ 96) S Credit card numhrr ._— - - 1 / within 190 days after it has been State surcharge(8%)....$ Expires accepted as complete. TOTAL $ ....................... . . Now of cardholder u shown on ciWiFcwd _ $ _ -- Cardholder sisrrature Amounl 440.1615(WOCOM) Electrical Permit Fees: Limited Energy Fees: Complete Fee Schedule Below TYPE OF WORK INVOLVED -RESIDENTIAL ONLY Restricted Enerigy Fee...................................................... $75.00 Number of Inspections per permit allowed (FOR ALL SYSTEMS) Service included: Items Cost Total Check Type of Work Involved: Residential-per unit 1000 sq ft.or less $145.15 4 ❑ Audio and Stereo Systems Each additional 500 sq.ft.or portion thereof $33.40 1 Burglar Alarm Limited Energy $75.00 Each Manufd Home or Modular ❑ Garage Door Opener' Dwelling Service or Feeder $90.90_ 2 Services or Feeders ❑ Healing,Ventilation and Air Conditioning System' Installation,alteration,or relocation 200 amps or less $80302 El vacuum Systems' 201 amps to 400 amps _ $106.85_ 2 401 amps to 600 amps $160.60 2 ❑ 601 ^;)s to 1000 amps _ $240.60 2 Other Over 1000 amps or volts _ $454.65 2 ---- — - --— ----- -- Reconnect only $66.85 2 Temporary Servir Feeders TYPE OF WORK INVOLVED -COMMERCIAL ONLY Installation,alterationon,,orr relocation 200 amps or less $66.85 2 Fee for each system......................................................... $75.00 201 amps to 400 amps $100.30 2 (SEF.OAR 918.260-260) 401 amps to 600 amps $133.75 2 Over 600 amps to 1000 volts, Check Type of Work Involved: see"l,"above. [� Audio and Stereo Systems Branch Circuits New,alteration or extension per panel F-1a)The fee for branch circults Boiler Controls with purchase of service or feeder fee, ❑ Clock Systems Each branch circuit $6.65_ 2 b)The fee for branch circuits ❑ Data Telecommunication Installation wffhout purchase of service or feeder fee. Fire Alarm Installation First branch circuit $46.85 Each additional branch circuit $6.65 _ ❑ HVAC Miscellaneous (Service or feeder not included) ❑ Instrumentation Each pump or Irrigation circle $53.40 Earh sign or outline lighting _ $53.40 ❑ intercom and Paginr,Systems Sig lal circuits)or a limited energy r� ClJ panel,alteration or extension $75.00 1 , Aiinor Labels(10) $125.00 ❑ Landscape Irrigation Control' Each additional Inspection over ❑ Medical the allowable in any of the above Per inspection _ $62.50 Per hour $62.50 ❑ Nurse Calls m riarn _ $73.75 ❑ Outdoor Landscape Lighting' Fees: t?O Protective Signaling Enter total of above fees $ . -15- — —S¢—L�i F-1Other - - — --- 8%State Surcharge $ ll Number of Systems 25%Plan Review Fee 1 See"Plan Review"sectio t on $ ' No licenses are required Licenses are required for all uther Installations front of application. Total Palance Due $ Fees: Of.) ❑ Trust Account#-- Enter total of above fees $ t 8%State Surchs•ge $ � �C- Total Balance Due $ 00 iAdsts\formsklc-fees.doc 10/09/00 ELECTRICAL PERMIT CITY OF TI CARD •• RESTRICTED ENERGY DEVELOPMENT SERVICES PERMIT#: ELR2001-00006 13125 SW Hall Blvd..Tigard. OR 97223 (503) 639-4171 DATE ISSUED: 1/11/01 PARCEL: 1 S135BC-00500 SITE ADDRESS: 10770 SW CASCADE AVE SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION: TIG Proiect Description: Installation of data telecommunications and paging systems. A. RESIDENTIAL B.COMMERCIAL AI'JIO & STEREO: AUDIO & STEREO: IMTERCOM & PAGING: X BURGLAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER- CLOCK: MEDICAL: HVAC. DATA/TELE COMM: X NURSE CALLS: VACUUM SYSTEM: FIFE ALARM: OUTDOOR LANDSC LITE: OTHER: HVAC: PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: TOTAL# OF SYSTEMS_ 2 Owner: — Contractor: DESTINATION HARLEY-DAVIDSON LC SMITH COMMUNICATIONS INC 2302 PACIFIC HWY E 3425 SW 121 ST AVE TACOMP, WA 98424 BEAVERTON, OR 97005-1716 Phone: Phone: 644-8992 Reg #: 1-1c 96295 E L E 34-347CL.E FEES Required Inspections Type By Date Amount Receipt Low Voltage Inspection PRMT CTR 1/11/01 $150.00 2720010000 Elect'I Final 5PCT CTR 1/11/01 $12.00 2720010000 Total $162.00 This Permit is issued subject to the regulations ce„'ained in the Tigard Municipal Code, State of OR Specialty Codes and all other applicable laws. All work will he done in accordance with approved plans This permit will expire if work is not started within 180 d i Is of issuance, or if work is suspended for more than 180 days ATTENTION Oregon law requires you to fellow rules adopted uy ;!-,e Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 thrOL 'h OAR 952-001-00E.'0 You may obtain copies of these rules or direct questions to OUNC at (503) 246-1987 / Issued by _ �� _ Permittee Signature ^� OWNER INSTALLATION ONLY The bistallation is being made on property I own which is not intended for sale. lease, or rent. OWNER'S SIGNATURE: nATE:___ CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N _ DATE:- LICENSE NO: ------ ----------_.._ _ ----- — - -- - Call 639-4175 by 7:00 P.M. for an inspection needed the next business day Electrical Permit Application `— Date received: Permitno.: GbO/'DDOO City of Tigard Project/appl.nn.: Expire date: City ofTigard Address: 11125 SW Hall Blvd,Tigard,OR 97223 Date issued: By: Receipt no.: Phone: (503) 639-4171 Fax: (503) 598-1960 Case file no.: Payment type: Land use approval: U 1 & 2 family dwelling or actrssury 611 Cornmercial/indus(rial O Multi-family U Tenant improvement U New construction U Addition/alteration/replacement U Other: U Partial Job address: A RD Bldg.no.: Suite no.: Tax map/tax lot/account no.: Lot: I Block: Subdivision: Project name: , L)escription and location of work on premises pATAT l,E COM14 r Fl�r 1 NO Estimated date of t:orlpletion/ins ection: Job not Fee Max — I/escripiion t1iy. (ea.) Until no.insp Business name: NelrrpWetiNal-sfttgleormulli Gorily lxr Address: 3 4 2 5 S.W. 121 AVE, BEAVERTON 9700j dwrI t til.Includes attacltnl gro age. City: Slat ZIP: 9ervlcei eluded: Phone: _ x:6 4 3-1 376E-ma": 10x1 sq.n.or less I Each additional 500 sq.ft.or portion thereof CCB no.: Elcc.bus.tic,no: 34-347CLE Limited energy,residential 2 City/metrolic-no.: 2492 1010/ r Limited energy,non-residential 2 75 15 C 2 G Each manufactured home or modular dwelling Signature of supervising electrician(required) �- Date Service and/or feeder 2 Sup elect nantclpruur I.krnticn. 7r 1.11 Servlresorfeeders-Installation, alteration or relocation: 200 amps or less _ 2 Name(print): 201 amps to 400 amps_ 2 - ---- - - 401 amps to 600 amps 1 Mailing address: 601 amps to I1x)o amps City: State: ZIP: _ Ovcr 1000 amps or volts __ 2 Phone: FAX: E-mail: Reconnect only I Owner installation:The installation is being made on property I own Temporary services or feeders- which is not intended for sale,Kase,rent,or exchange according to Installation.alteration,or relocation: 201 amps or less 2 ORS 447,455,479,670,701. _ _ 201 amps to 40(1 amps � 2 _ Owner's si tnalure: Dale: 401 to 600 ams 2 Branch circulis-new,alteration, or evrnslon per panel: Name. A Fee for branch circuits with purchase of Address: service or feeder fee,each branch circuit City: State: ZIP: - B. Fee for branch circuits without purchase - - of service or feeder fee,first branch circuit: 2 Phone: Fax: E-mail: Each additional branch circuit: Misc.(Service or feeder not Included): O Service over 225 smps-commercial U Health-care facility Each pump or irrigation circle 2 U Service over 320 amps-rating of 1 Ret U Hazardous location Each si n or outline lightin _ ?_ famllydwellings U Building over 10,011 square feet four or Signal circuit(s)or a limited energy panel. U System over 6W volts nominal more residential units in one structure alteration,or extension" _ '- U Building over three stories U Feedets,41x1 amps or none 6Description: U Occupant load over 99 persons U Manufactured stretures or R V park FA,h additional Inspection over the allowable In any of the above: O Egress/lighffngplml U Other -- Pennspection Submit_—sets of plans with any of the above. Investigation fee The above are not applicable to temporary construction service. Other Not all Jutitdictiau M:cept credit carte,please call)utiadictuttt fix rtxxr mfrnnation Notice:This permit application Permit fee.....................$ — U Visa U MasterCard expires if a permit is not obtained Plan review(at _ %) $ — Credit cera numbe-: ___ _�_-._. -__ _ _ 1__ r - within 180 days after it has been State surcharge(8%)....$ —j2-.Q0 — Nam of leer uehowm n�credit e:d accepted as complete. TCTAL $ 162 .00 _ s Cr rdholder.ipature Amount 440613(6AOR.'OM) \I� y1 Electrical Permit Fees: Limited Energy Fees: --- — TYPE OF WORK INVOLVED -RESIDENTIAL ONLY Complete Fee Schedule Below: Restricted Energy Fee.......................... .......................... $75.00 Number of Inspections per permit allowed) (FOR ALL SYSTEMS) Service Included: Items Cost Total k Check Type of Work Involved: Residet.tlal-per unit 1000 sq.ft or less $145 15 n Audio and Stereo Systems -- Each additional 500 sq ft.or 1 portion thereof $33.40 _ u Burglar Alarm Limited Energy --_ $75.00 Each Manurd Home or Modular $90 90 2 LJ Garage Door Opener' Dwelling Service or Feeder - _ Heating,Ventilation and Air Conditioning System' Services or Feeders Installation,alteration,or relocation $80,30 2 200 amps or less ------- Vacuum Systems' 201 amps to 400 amps —_-_ $10685 — 2 401 amps to 600 amps _ $16060 ---- 2 C� Other - . 601 amps to 1000 amps — $2.1060 22 Over 1000 amps or volt: — $45465 _— Reconnect only $6685 2 TYPE OF WORK INVOLVED -COMMERCIAL ONLY Temporary Services or Feeders Fee for each system.......................................I.... .. .......... $75.00 installation,alteration,or-location $66 85 2 (SEE OAR 918-260-260) 200 amps or less — -- 2 201 amps to 400 amps $100 30 $133.75 m Check Type of Work Ialved 401 amps to 60n imps Over 600 amps to 1000 volts, Audio and Stereo Systems see"b"above. Branch Circuits L� Buller Controls Now,alteration or extension p,:r panel 9)The fee for branch circuits Clock Systems with purchase o/service or lender lee. 2 Each I•anch circuit _ $665 Data Telecommunication Installation b)The foe for branch circuits without purchase of service Fire Alarm Installation 1 r i feeder tee fi . _- _ rst branch circuit $46 85 � HVAC Each additional branch circuit $6.65 Miscellaneous Instrumentation (Service or leader not included) $,y3 40 Each pump or irrigation circle _— — --- Intercom and Paging Systems Each sign or outline lighting $5340 Signal circuit(s)or a limitod energy � Landscape Irrigation Control' panel,alteration or extension $75i 00 -- Minor Labels(10) �__— $125 00 _ Medical Each additional inspection over the allowable In any of the above $f2 50 Nurse Calls Per inspection $62 5n --Per hour -- -- — C7 Outdoor Landscape Lighting' In Plant - ---- $73 75 - ----- Fees: Protective Signaling Enter total of above fees $ 8%Stale Surcharge $ _ 2 _Number of Systems 25%Plan Review Fee $ Nn ii,ensi�s are required Licenses are required for all otter installations See'flan Review"section on — front of application — Fees: Total Balance Due $ _ - Enter total of above fees $—�g--r$E}---- ❑ Trust Account# _____-- 8%State Surcharge $— Q--- - --- -- - — Total Balanr,-e Vue $ 16 2 I\dsts\forms\elc-fees doe 10/09/(10 CITY OF T I GA R D PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT#: PLM2001-00011 Eft 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 1/18/01 SITE ADDRESS: 10770 SW CASCADE AVE PARCEL: 1S13513C-00500 SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICT''N: "TIG CLASS OF WORK: ALT GARBAGE DISPOSALS: MOBILE HOME SPACES: TYPE OF USE: COM WASHING MACH: BACKFLOW PREVNTRS: 1 OCCUPANCY GRP: FLOOR DRAINS: TRAPS: STORIES: WATER HEATERS: CATCH BASINS: _FIXTURES_ LAUNDRY TRAYS: SF RAIN DRAINS: SINKS: URINALS: GREASE TRAPS: LAVATORIES: OTHER FIXTURES: TUB/SHOWERS: SEINER LINE: ft WATER CLOSE rS: WATER LINE: ft DISHWASHERS: RAIN DRAIN: ft Remarks: Installation of commercial backflow located across parking lot from main entrance _ Owner: — _ FEES DESTINATION HARLEY-DAVIDSON _ Type By Date Amount Receipt 2302 PACIFIC HWY E PRMT CTR 1/18/01 $72.50 27200100000 TACOMA, WA 98424 5PCT CTR 1/18/01 $5.80 27200100000 Total $78.30 Phone 1: -- Contractor: BALL LANDSCAPE 22436 SW JOHNSON RD WEST LINN, OR 97068 REQUIRED INSPECTIONS Phone 1: 655-4299 RP/Backflow Preventer Reg #: LIC 00005527 '3LM 12501 This permit .s issued Suh.�-ct to the regulations contained in the Tigard Municipal Code. State of OR Specialty Codes and all other applicable laws All work will be done in accordance with approved plans. This permit will expire if wol k is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-0001-0010 through OAR 952-0001-0080. You may obtain copies of these rules or direci questions to OUNC by calling (503) 246-1987. Issued B Permitteeatr rei n i , /Y t(.� S 0 . Call (50 1) 639 1175 by 7:00 P.M. for an inspection needed the next business day X .3 Plumbing Permit Application Date received: j 0 I Pennitno.UaZ00/-000 11 City o2 Tigard Sewer permit no.: Budding permit no.: Address: 13125 SW Hall BIM,Tigard,OR 97223 City of Tigard phone: (503) 639-4171 ProjecUappl.no.: Expire date: Fax: (503)598-1960 Date issued: By: Receipt no.: r Land use approval' _- - case file no.: Payment type: 0 J 1 Rr 2 family dwelling,or accessory 'rrmmrrci;il'111dU tri;rl J %tubi U Tenant improvement J New construction U Ad-blion/alta rdimi/n•piat einent J 1400d scrvi;:e U Other: Joh address: G ca.UU ✓e!— - - Description Qty.I Fee(ea.) Total Bldg.no.: Suite no.: --- New 1-and 2-family dwellings only: (Includes 100 R.for each utlllty connection) Tax map/tax lot/account no.: - CFR(1)bath _ Lot: Block: Subdivision: — SFR(2)bath - -- -- Project name_: SFR(3)hath City/county: LY" ZIP y Each additional bath/kitchen _ Descriptiond I •ation of/w_or on premises; L, l: teutilities: �r GLV K k 0 &YtA nth U,Q/ Catch basin/area drain _ Est.date of completi inspection: �� .-�'1 Drywells/leach line/trench drain Footing drain(no.lin.ft.) Manufactured home utilities Business name: C- Manholes Address: 2' 3 =� ,lc+hvi Rain drain connector _`late: r ZIP: 701 Sanitary sewer .lin. lin.) city: e• { (vin I�' v _ Phone: lR Fax: - E. i : Storm sewed (ao.lin.ft.) > Water service(no.lin.ft.) L o,; 'lj I I'lu us.reg. no: F) ( city/metro lie.no.: Fixture or Item: Absorption valve _ Contractor's rep sentative signature: IL - Back flow preventer Print name: b4l C t4t-'ke L. 0r1`51E fj , c7l I Backwater valve 111015111111111111 lJ111114,111jej Basins/lavatory Name: �`ii L• l Clothes washer Dishwasher Address: 2-ef 3C Dninking fountain(s) City: 1LPs-+ JLvjrj State:c'' ZIP: Ejectors/sum; _ Phone:e,�=;.G.—', '7 ax: E-mail: Expansion tank _ Fixture/sewer cap Name(print): ��_6 �I l WC-P/ _- Floor ge disposal sinks/hub Mailingaddress: � Garbage disposal - Fuse hibb ZIP: City: State:_ _ _ Ice maker --- Phone: Fax: E-mail: _ Interceptor/grease trap Owner installation/residentinl maintenance only: The actual installation Primer(s) will he made by me or the maintenance and repair made by my regular Roof drain(commercial) employee on the property I own as per ORS Chapter 447. Sink(s),basin(s),lays(s) - O��ner's sigmilure: Date: _ Sum __-- - Tubs/shower/shower pan Urinal Water closet -- - - Address: Water heater City: State: ZIP: Other: - - Phone: Fax: E-mail: _ Total Na all iurisdictinns accept credit cards,rtuue call Jurisdiction for mug infnmuttion. Notice:This permit application Minimum fee................$ ❑Visa t7 MasterCard expires if a permit is not obtained Plan review(al __ `g•) $ Credit card number:._ — — — ----L—L— within Igo days afler i has been State suwaarge(8%)....$ expire. T1.TAL ...... $ _ Namr of eardlroldrr to.frown on t:redlt cod accepted as complete, "' Ctrdbotder signature Amount 441-4616 MUCOM PLUMBING PERMIT FEES: PRICE TOTAL New 1 end 2-family dwellings only: FIXTURES Individual QTY ea AMOUNT (Includes all plumbing fixtures in PRICE TOTAL Sink 1660 the dwelling and the flrst100 ft. QTY (ea) AMOUNT 16 60 for each utility connection) _ Lavatory One S1 bath _ $249.20 Tub or Tub/Shower Comb. 16.60 Two 2 bath __ _$_350.00 _ __�_Z__—__, $399.00 Shower Only 1660 — Three Water Closet 16.60 _ SUBTOTAL Urinal 16.60 8%STATE SURCHARGE Dishwasher 16.60 PLAN REVIEW 25%OF SUBTOTAL TOTAL Ga•bage Disposal 1G,60 Laundry Tray — 1660 Washing Machine16.60 J Floor Drain/Floor Sink 2" _ 1660 _ PLEASE COMPLETE: 3„ 16,60 4- 16 60 -- _ Quantit b LWLork Perforated_ Water eater O conversioi O like kind 16 60 HFixture Type: New Moved Replaced Removed/ (;as piping requires a separate mechanical _i Capped ennit MFG HSink New Water Service 4640 -- - -- — 46.40 Lavator MFG Horr.e New San/Storm Sewer Tub or Tub/Shower Hose Bibs 16.60 Combination Root Urains — 16.60 DriShower Onl _ _ _ 16 60 - -Water Closet -- nking Foun—it in _— Urinal — Other Fixtures(5pe fy) 16,60 _ Y—_ DishwasherGarbage Disposal_— -- --" --�- Laundry I oom Tray _ Washing_Machinc _,— Floor Drain/Sink: 2" Sewer•I sl 100' 55.00 -- 3" _ — _— Sewer-each additional 100' 46.40 — 4" — 55 00 Water Healer —.— Water Service 1st 100' -_ — Other Fixtures Water Service-each additional 200' 46.40 Spec --- Storm&Rain Drain- isl 100' 55.00 Slon. Rain Drain ear h additional 100 46 40 Commercial Back Flow Prevention Device 4640 Residential Backflow Prevention Device' 27.55 — —_ -- Catch Basin — — 16.60 — __ -- 1n,pection of Existing Plumbtnq eci or Spally 72.50 Requested Inspections ar/hr — COMMENTS REGARDING AFOVE Rain Drain.single family dwelling 6525 Grease Traps 1660 _-- - QUANTITY TOTAL -- — —� __ _ ----- ----- Isometric or riser diagram Is required it — -- — Otiantity Total Is >$1 __ —— 'SUBTOTAL a 'U 8%STATF SURCHARGE _ 'PLAN REVIEW 25%OF SUBTOTAL Required only if fixrure qty_total is>g_ _ — —'— TOTAL — S�Q, Jtijl �Mlnimt to perrnit lee is$72 50.e%state surcharge,except Residential Backflow r'revnnllon Device.which Is$3e 25•e"',state surcharge "All New Commercial Buildings requiro plans with isometric or riser diagram and Pilo review i:\dstsVorms\plm-fees.doc 10/10/00 CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP Date Requested AM!-__—PM --- BLD _ jy I.ocation It)? %U %��. U}c �; /r1-�' r Suite -- MEC _' y Contact Person Ph PLM iiil Contractor Ph SWR BUILDING Tenant-OwnerELC Retaining Wall _ �--�-- - ELR Footing '\ccess- -� Foundation FPS Ftp Drain SGN Crawl Drain Inspection Notes: -- ------ Slab --- _ - ------ --- --------- _- S;T Post& Beam -�^- Ext Sheath/Shear Int Sheath/Shear — Framing -- - - --- -- ----- -- Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling -----�1 .6�_-� !Q�L�/a Roof ,r C►- Final PASS PART FAIL Post& Beam - - - Under Sia!, Top Out 'Cnc� Water 5ervi. T _ Sanitary Sewer Rain Drains P FART FAIL MECHANICAL ---- -` Post& [jean) -- Rough In Gas Line ---- -- -- Smoke Dampers Final - - --- - - -- - ---- -- ---- PASS PART FAIL ELECTRICAL - - - - - - Service Rough In - - - -- — - ---- _ - UG/Slab Low Voltage Fire Alarm Final ----- - --- - -- PASS PART FAIL SITE Backfill/Grading _-- --- --- --- Sanitary Sewer Stora)Drain ( j Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply I_rne [ J Please ca;l for reinspection RE _ [ J Unable to inspect- no access ADA Approach/Sidewalk Other Date - — Inspector _� _ —Ext Final PASS PART FAIL DO NO i RF-MOVE this inspection record from the jor site. CITY rJ F T I G A R D ELECTRICAL PERMIT PERMIT M ELC2001-00082 DEVELOPMENT SERVICES DATE ISSUED: 2/7/01 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 PARCEL: 1S135BC-00500 SITE ADDRESS: 10770 SW CASCADE AVE SUBDIVISION: ZONING: I BLOCK: LOT : JURISDICTION: TIG Proiect Description: Sign lighting for 5 wall signs and 2 freestanding signs. IRESIDENTIAL UNIT TEMP SRVC/FEEDERS MISCELLANEOUS 1000 SF OR LESS: 0 200 amp: PUMP/IRRIGATION: EACH ADD'L. 500SF: 201 400 amp: SIGNIOUT LINE LTG: 7 LIMITED ENERGY: 401 - 600 amp: OR LABEL (1 ): MANF HM/ SVC/ FDR: 6014 401 - 1000 volts: MINOR LABEL ('10): _ SERVICE/FEEDER BRANCH CIRCUITS ADD'L INSPECTIONS _ 0 - 200 amp: W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: PER HOUR: 401 - 600 amp: EA AIJD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: _ _ PLAN REVIEW SECTION 1000+ amp/volt: >=4 RES UNITS: > 600 VOLT NOMINAL: _ Reconnect only: SVC/FDR >= 225 AMPS: _ CLASS AREA/SPEC OCG: Owner: Contractor: HARLEY DAVIDSON SECURITY SIGNS INC 10770 SW CASCADE AVE 43(: SE 12TH AVE TIGARD, OR 97223 PORTLAND, OR 97214 Phone: Phone: 503-232-4172 Reg #: LIC 122809 ELE 26-560CLS FEES _ -- Required Inspections _ Type By Date Amount Receipt Wall Cover PP.MT CTR 2/7/01 $373.80 2720010000( Uoderground Cover 5PCT CTR 217/01 $29.90 2720010000( Elecl'I Final Total $403.70 This Permit is issued subject to the regulations contained in the Tigard Municipal Code. Stan -)f OR Specialt;Codes and all other applicable laws All work will be done in accordance with approved plans This permit will expire if work is not started w4hir 180 days of issuance,or if Ar orks Those suspended for more than 180 days ATTENTION Oregcn law requires you to follow nudes adopted by the Oreqon Utility N1.1, 1cation(-e Mer are set forth in OAR 952-001-0010 through OAR 952-001-0080 You may obtain copies of these rules o ,Brett qu�!stions to OUNC at x,31 246-1987 ___�--- PFRMITTEE'S SIGN ATURf�f ISSUED BY: OWNER INSTALLATION_ONLY The instaCation is being made on property I own which is not intended for sale, lease, or rent OVINER'S SIGNATURE: DATE:__ -- CONTRACTOR INSTALLATION ONLY SIGNATURE OF SU PR ELEC'N: ____— ___ DATE:--- LICENSE ATE:--LICENSE NO: --- --- -v—� - Call 639-4175 by 7:00pm for an inspection the next busi-gess day L X11 Electrical Permit Application Date received: ,2. Q Permit no.:Le;'p City of 'Tigard Project/appl.no.: Expire date: City ofTigard Address: 13125 SW Ilall iniad,"fi)anal,OR 97223 Date issued: _ By: Ceceiptnu. Phone: (503) 639-4171 — Fax: (503) 598-1960 Case file no.: _ Payment type: _ J Land use approval: Ll I &2 family dwelling or accessory Commercial/industrial U Multi-family J Tenant inipiovcn,nt U Ncv construction O Add ition/al teration/repl aceine n I U Other:_ U Partial 11 SITY INFORMATION Job address: I C.DIIllgg. no.: Suite no.: ax map/tax lot/account no.: Lot: I Block: Subdivision: _ Project name; Description and location of work on premises: Estimated date ofcom letion/ins ction: uM tc. Sic ., r Fv0" !� *^/ - - ,lob no: FPe -- tk--scripllon Qty. (ea) Total no.Insp Business name: l Newt residential_single or multi-family per Address: 'TJX dnellhng unit.Includes anitclsed gauge. City: I Slate:Cf4 ZIP: Service Included: Phone: G 7 F'axl�3 p E-mail:!t SL � x)Osq ft.or less -- -- 4— ;ach additional 500 sq.ft,or portion thereof CCB no.: Elec.bus. Ilc.no: Limited energy,residential _ 2— City/metro IIc.no.: _, Umitedeuergy,non-residential 2 Foch manufactured home or modular dwelling � r�`Q1 Si- pervismi;clectric�sn(required) Date Service and/or feeder — Sup.elcet.neme(print): Licenseno: Services or feeders-Inatallation, alteration or relocation: 1 200 amps or less 2 20'amps to 400 amps 2 Name(print'; _ --- 2 _ - -------- ---– 401 amps to 600 amps __ _ Mailing address: 601 amps to 1000 amps _ 2 City: State: ZIP: Over 1000 snips or volts __ 2 pt; n Fax; E-mail: Reconnectonly Owner installation:lite installation is being made on property I own Temporary cervi.^s or freden which is not intended for sale,lease,ren(,,-)r exchange according Installation,alteration,or re localion:to 200 amps or less _ _ 2 ORS 447,455,479,670,701. 201 amps to 400 snips _ 2 h. .ref's si nature: Date: _ 401 to 600 ams — 2 Branchcir .its-new,alteration, or extension per panel: Name: A Fee for branch circuits with purchase of Address: service or feeder fee,each branch circuit City: —=tate: 71P B Fee for branch circuits without purchase – of service or feeder fee,first branch circuit: 2 Phone: I , x F,ttutlL Each additional branch circuit: Mise.(service or feeder not Included): U Service over 225 amps c,um„ „ud U Health-care facility Each pump or irrigation circle 2 J Service over 320 amps-rating of I&2 U Hazardous location Each sign or outline lighting 2 family dwellings U Building over 10,009 square feet four or Signal circuil(s)or a limited energy panel, USystem over600volts nominal merc residential units inone structure alteration,orextension• 2 UBuMingriver three stories UFcMers,400amps ormom •thescri tion: t. U Occupant load over 99 persons U Manufactured structures or RV park Fitch additional Inspection over the allowable In any of the above: U Egress9ightingplan U Other. - Per inspect cm Submit--sets of plops with any of the above. Investigation fee The above are not applicable to temporary constriction service. other - Nd all j pri,dictlau oceans credo cards,please call jurisdiction for marc nfomu t I Notice:This permit application Permit fee.....................$ 73 X U Visa U MasterCard expires if a permit is not obtained Plan review(at — tib) $ credit card number. _.—_._. _ within 180 days after it has been State surcharge(896)....$ ax rc` accepted as complete. TOTAL ......I................$ —�2�:1Q me Naof csrdho der u shown on c it t csn7-- Cardholder signature S Amount 4444615(60MbM) 1 \1` E;ectrical Permit Fees: Limited Energy Fees: ' Complete Fee Schedule' w•B l TfPE OF WORK INVOLVED-RESIDENTIAL ONLY — 1 Below: Restricted Energy Fee.................... Number of inspections per penult allowed) (FOR ALL SYSI EMS) ....................... $ 75.00 Service Included; Items Cost Total ► Check Type of Work Involved: Residential-per unit 1000 sq.It or Mss _ $145.15 ` —_— 4 ❑ Audio and Stereo System:; Each auditio nal 500 sq.ft or portion thereof _ $33.40 1 ❑ Burglar Alarm Limited Energy $75.00 — Each Manurd ttorna or Modular ❑ Dwelling Service or Feeder $90.90 2 Garage Door Opener' Services or Feeders ❑ Heating,Ventilation and Air Condiltoning System' Installation,alteration,or relocation 21,J a.nps or less $80.30_ 2 2151 amps to 400 amps _ $106.85 _ 2 ❑ Vacuum Systems' 401 amps to 600 amps --_ $160.60 _ 2 ❑ — 601 amps to 1000 amps $240.60_ 2 Other Over 1000 amps or volts _ $454.65 _ 2 Reconnect only $66A5_ _ 2 Temporary Services or Feeders — TYPE OF WORK INVOLVED -COMMERCIAL ONLY Installation,alteration,or relocation Fee for each system.......................................................... $75.00 200 amps or less _ $66.85_ 2 (SEE OAR 918-260-260) 101 amps to 400 amps $100.30 _ 2 401 amps to 600 amps _ $133.75 _ 2 Check Type of Work Involved. Over 600 amps to 10(10 volts, t see"b"shCl ove. Audio and Stereo Systems Branch Cirrults ❑ New,alteration or extension per panel Boller Controls a)The fee for branch circuits _ with purchase of service or Cloc.c Systems feeder fee. Each branch circuit _ $6,65 _ 2 ❑ Data Telecommunication Installation b)The fee for branch circuits without purcl:asa of service or feeder lee. ❑ Fire Alann Installation First branch circuit $46.85 _ Each additional branch circuit $6 55 ❑ HVAC Miscellaneous (Service or feeder not Included) IncUunrer,falion L-ach pump or Irrigation circle _ $53.40 _ Each sign or outline lighting w $53.404 ❑ Intercom and Paging Systems Signal circuh(s)or a limited energy panel,alteration or extension $7P 00 ❑ Landscape Irrigation Control' Minor Labels(10) $121i.00 Each additional Inspection over ❑ Medical the allowable In any of the above ❑ Per Inspertion _ 562.50 Nurse Calls Per hour $62.50 In Pl4nnt $73.75_ i ❑ Outdoor Landscape Lighting' I -ees: ❑ Protective Signaling Enter total of above fees $_ ❑ Other 8%State Surcharge $ _....Number of Systems 25%Plan Review Foe See 931an Review'section on S ' No licenses are required Lkenses are revuired for all other Instal ations front of application. Fees: Total Balance Due $ x03,7� Enter total of above fees I_1 Trust Account N -- — — 8%State Surcharge $_` - -------------------- --------- - Total Balance Due $ i a':r.A(,n nu._�--(ccsdnIII J'1.'Inl J CITY �� ELECTRICAL PERMIT PERMIT#: ELC2000-00475 DEVELOPMENT SERVICES DATE ISSUED: 8/22/00 13125 SW Hall Blvd.,Tigard. OR 97223 (503) 639-4171 PARCEL: 1S135E'C-00500 SITE ADDRESS: 10770 SW CASCADE AVE SUBDIVISION: ZONING: I-P BLOCK: LOT : JURISDICTION: TIG Proie.t Description: Electrical for new building _ RESIDENTIAL UNIT TEMP SRVC/FEEDERS .--__ _MISCELLANEOUS_- 1000 SF OR LESS: 0 - 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HMi SVC/ FDR: 601+arnps - 1000 volts: MINOR LABEL (10): SERVICEIFEEDER BRANCH CIRCUITS ADD'L INSPECTIONS 0 - 200 amp: 2 W/SERVICE OR FEEDER: 84 PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: PER HOUR: 401 - 600 amp: EA ADb'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: 1 _PLAN REVIEW SECTION _ 1000+ amp/volt: >=4 RES UNITS: > 600 VOLT NOMINAL: Reconnect orli SVC,/FDR >= 225 AMPS: CLASS AREA/SPEC OCC_ Owner: Contractor: DES HNATION HARLEY '�f\VIDSON BAC;IOFNER ELECTRIC INC 2302 PACIFIC Wf'r --= 55 SE MAIN TACOMA, WA 9x424 PORTLAND, OR 97214 Phone: Phone: 233-2006 Req #: LIC 00044569 SUP 2808S ELE 26-451C FEES _ Required Inspections ��— Type By Date Amount Receipt Ceiling Cover vPRMT GWL W15/00 $770.40 000.1490 Wall covri 5PCT GWL 8/15/00 $61.63 0004490 Underground Cover PLCK DEB 8/22'00 $88.63 000465 Elect'I Service Elect'I Final (additional fees not listed here) Total $1,024.63 This H mitis issued subject to the regulations rontained in the Tigard Municipal Code State of OR Specialty Codes and all other applicable laws All work will be done in accordance with approved plans This permit will expire if work is not started within 180 days of issuance,or ff work is suspended for morE than 180 days ATTENTION Oregon law requires you to fellow rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080 You may obtain copies of these rules ordirect questions to OUNC at(503) 246-1987 l '� PERMITTEE'S SIGNATURE r' ` ? ISSUED OWNER INSTALLATION ONLY The installation is being madd on property I own which is riot intended for sale, lease, or rent. OWNER'S SIGNATURE. DATE:__. —_ CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: y C'C tet = y 1 s�--._.�____�— DATE:_____ - LICFNSE NO: 17& 915 ---- ------ — — -- — --- — _ Call 639-4175 by 7:00pm for an inspection the next business clay �i CITY OF TIGARD r �I Permit 16 ,t'on Plan Ctreck8_ 13125 SW HALL BLVD. Rac'd By TIGARD OR 97223 ,/lEs u°'`"T- Date Rec'd��3�_ ,rill r . �nnr� AUGk� �nnR- I Dale toP.E. / . P,7c•,ne (503)639-4171, x304 / C,� Inspection (503) 639-4175 com (l?'!) �l- Print Date to DST_��1_c>f ( ) I con vivi! I hTlegib a will not fb�e � tLepted Permit"fi t t ?eye -19y Fax 503 684.7297 _- Called /,'e' 7�q�iy �'/.•,:r•r ,,fir:_. 1. Job Addr ss: 4. Complete Fee Schedule? Below: Name of Development ne. -a G k,-P d s ' f•4, Number of Inspections per-rmit allowed Name(or name of business) Harley--Davidson Service Included: Items Cost Sum Address_10��n _S,�,_s_dQ Al,p 4a. Residential-per unit City/State/Zip_ a rd}�r� q 7>7 to00 sq.it.or less $110.00 _- Each additional 500 sq.ft.or 4 Commercial ® Residential [] portion thereof _ $2500 1 Limited Energy $25.00 Each Manuf'd Homc or Modular 2a. Contractor installation only: Dwelling Service o•Fowler $66.00 2 (Attach copy of all curre^t licenses) 4b.Services or Feeders Electrical Contractor P,a r h f n r-,• _ F; I c t -Inc_ Installation,alteration,or relocation L' Address_ 5 S main 200 amps or less City r Nn t 1 a nri Stale ---- 201 amps to 400 amps E80 _- -�----Z1p-�72.L!-__.._ 401 amps to 600 amps $120 2 r Phone No.�3�A 6 601 amps to 1000 amps - .00 Job No. B�-7 _ -- - -i Over 1000 amps or volts _ $340.00 - Elec.Cont. Lice. No.2 6-4 51 C Exp.Date__,_- Reconnect only $50.00 ^_ z OR State CCH Reg. No. 4 4 5 6 9 Exp.Date_____-__ 4c.Tempc ary Services or Feeders COT Business Tax or Metro No. _Fxp.DateInstallation,wtoration,or relocation 200 amps or loss 850.00 Sip,lature of Supr. Elec'n / ` 201 amps to 400 amps $78.00 401 amps to 600 amps 2 �- $100.00 --- 2 ,7 Over 600 amps to 1000 volts, License 1 7 6�,, __ Exp.DatP-_ see"b"abr,ve. Phone No..��3_.�;,� "�- 4d.Branch Circuits Now,alteration or extension par panel 2b. For owner installations: .:)The fop,for branch circuits with G 0 - ` Print Owner's purchase of service or Name _ __ __ feeder lee. J Address __ - E ach branch circuit CI - - h) The fee for bran,h circuits city_- State__ Iip�- without purchase of Phone No._-. --- �---- - _-_ service or feeder lee. First branch circuit $35.00 _ The installation is being made on property I own which is not Each additional branch circuit_ $5.00 _ 2 intended for sale, lease or rent. 4e.M!scn!lanecus Owner's Signature„ (Service or feeder not included) -- ----------- Each pump or irrigation circle $40.00 F ach sign or outline lighting $40.00 3. Plan Review section (if required):* Signal circuit(s)or a limited energy- panel,alteration or extension $40.00 Please check appropriate Item and enter fee In section 58. Minor Labels(101 $tno.00 4 or rnore residential units in one stricture 4f.Each additional Inspection over _Service and feeder 225 amps or more the allowable In any of the above System over 600 volts nominal Per inspection $35.00 Classified area or structure containing special occupancy Per hour $5500 as described in N E C.Chapter 5 In Plant -- $55.00 Submit 2 sets of plans with application where any of the above apply. 5. Fees: t'C Not required for temporary construction services 5a.Eider total of above feesC' 5%Surcharge(.05 X total fees) $ l0� Subtotal $ r 5b.E:nter 25%of line 5a for PERMITS BECOME VOID IF WORK OR C-)NSTRUCTION AUTHORIZED IS Plan Review if rwauilo�Sec.3) $ NOT COMMENCED WITHIN 180 DAYS,OR'F CONSTRUCTION OR WORK Sub:oral $ 2 IS SUSPENDED OR ABANDONED FOR A PE 7100 OF 180 DAYS AT ANY 3 �- TIME AFTER WO^K IS COMMENCED. Trust Account n_ Total balance Due $ I r%0ST%ELCW.APP R*v W% N-W If CITY O� �� _ ELECTRICAL PERMIT -_ PERMIT #: FLC2000-00552 DEVELOPMENT SERVICES DATE ISSUED: 09/19/2000 13125 SW hall Blvd., Tiqard, OR 97223 (503) 639-4171 PARCEL: 1S135BC-00500 SITE ADDRESS: 10770 SW CASCADE AVE SUBDIVISION: ZONING: I-P BLOCK: LOT : JURISDICTION: TIG Proiect Description: Installation of 200 amp temporary service. Job No. 8676 RESIDENTIAL UNIT_ TEMP SRVCIFEEDERS MISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp: 1 PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE L i G: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HNl/SVC/FDR: 601+amps - 1000 volts: MINOR LABEL (10): SERVICE/Fkr.DER _ _ BRANCH CIRCUITS _ ADD'L INSPECTIONS _ 0 - 200 amp: W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: PER HOUR: 401 - 600 2mp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: _ PLAN REVIEW SECTION 1000+ amp/volt: >=4 RES UNITS: > 600 VOLT NOMINAL: Reconnect only: SVC/FDR >=225 AMPS: CLASS AREA/SPEC OCC: Owner: Contractor: DESTINATION HARLEY-DAVIDSON BACHOFNER ELECTRIC INC 2.302 PACIFIC HWY E 55 SE MAIN TACOMA, WA 98424 PORTLAND, OR 97214 Phone: Phone: 233-2006 Reg#: LIC 00044569 SUP 2808S ELE 26-451C FEES _-_ _ Required Inspections - Type By date Amount Receipt Elect'I Service PRMT CTR 09/19/200C $66.85 2720000000( Elect'I Final 5PCT CTR 09119/200C $5.35 2720000000( --� Total $72.20 — This Permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR St -cialty Codes and all other applicat'e laws Ail work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of:ssuance or I work is suspended for more than 130 days. ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those rule.,are set forth in OAR 952-001.0010 through OAR 952-001-0080 You may obtain espies of these rules or direct questions to OUNC at(503) 246-1987. PERMITTEE'S SIGNATURE , / ISSUED BY: �- /off �-!` _ OWNER INSTALLATION ONLY The ins allation is being made on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: DATE:. CONTRACTOR INS.ALLATION ONLY SIGNATURE OF SUPR. FLEC'N: ___._ DATE: LICENSE NO: -----_.----- ------ ------------ - --- - - -- --- - Call 639-4175 by 7:00pm for an inspection the next business day �r67 � Cir Of TIGARD By_Fti �/o Electrical Permit Plan �Rg� 131253W HALL BLVD. Rec'd TIGARD i 7y OR 97223fi Date Rec'd_9 �F� 1 2P' Date to P.E. _- Phone (503)639-4171,x304 Date to DST Inspection (503) 639-4175 Print or type ELgpMcN1 PermitN -Good-005cS� Fax (503)684-7297 Incomplete or illegibly 1iWP& e accepted Called 1. Job Address: 4. Complete Fee Schedute Be;ow: Name of Development [ 1(I , Ii'ViLil:!i w)el Number of Inspections per permit allowed Name(or name of business)_�1 A Serrlce included: Items Cost Sum Addresses 7 L�� cc, .L c ttt^C _ 4a. Residential-per unit , G127, 7 1000 sq.ft.or less $110.00 4 City/Stat@/Zlp l[�I//i ff,j r L 2 7 _ Each additional 500 sq.ft.or Commercial Residential portion thereof $25.00 1 Elportion Energy - $25.00 Y __ Each Manuf'd Home or Modular 2a. Contractor installation only: Dwelling Service or Feeder $68.00 2 (Attach copy of all current flcenses) 4b.Services or Feeders Electdcal Contractor_ 1 at i L,{, v ` Installation,alteration,or relocation L ��I r r t ' 200 amus or less Address�� ACL 11(.1�..r I - �__ $s000 _ 2 ( --* l 201 amps to 400 amps __ $80,00 2 Ciry_ r .,f ��1 c. State (-"�_�_ZI�I I. 401 amps to 600 amps $120.0^ 2 Phone No. 3 Z1 1,l_� 601 amps to IOU amps � $180.00 � � 2 Job No. LL. Over 1000 amps ur volts $340.0) 2 Elec.Cont. Lice. No. 1 1 o-L46 I/', Exp.Date C: UU ne(.onnect only _ _ $50.00 2 OR State CCB Reg. No._I1"' I''�iExp.Date 'l(JLC- 4c.Temporary Services or Feeders COT Business Tax or Metro No.L)LI i 'i Exp.Date z ) Installation,alteration,or relocation A 2r)9 amps or loss2. Signature of Supr. Elec'n /�J /r}1,, 5:-� _ 201 amps to 400 amps $75.00 2 401 omps to 600 amps $100.00 2 Over 600 amps to 1000 volts, t_icense No. 7lc 'J Exp.Date` see"b"above. Phone No. -- "�- - 4d.Branch Circuits New,alteration or extension per panel 2b. For owner insI.allat%ons' a)The fee for branch circuits with purchase or service or Print Owner's Name _ feeder roe. Address_ _- Each branch circuit $5.00 2 b)The too for branch circuits city- _ State_ Zip without purchase of Phone No. service or feeder fee. First branch circuit $3500 2 The installation is being made on property I own which is not Each additional branch circuit_ $5.00 2 intended for sale,lease or rent. 4e. Miscellaneous (Sce vice or feeder not Inclu&d) Uwrtet'S Signature_ Each pump or irrigation circle $47.00 Esch sign or outline lighting _ $110.00 _.."_._ 2 3. Plan Review section (if required):' Signal circuft(s)or a limited energy panel,alteration or extension $40.00 2 _ Please check appropriate Item and enter fee In section 58. Minor Labels(10) $100.00---_ 4 or more residential units In one structure 41.Each additlonal Inspection over Service and feeder 225 amps or more the allowable In any of the above System over 600 vats ncminal Per inspechnn $35.00 Classified area or 1ructure containing special occupancy Per hour $55.00 as desCdhrxl in N.F C.Chapter 5 In Plant $55(,'1 Submit 2 sets of plans with application where any of the above apply. 5. Fees: Not required for temporary construction services. 511.Enter total of above fees $ Surcharge(A3 X total fees) $ - 't NOTICE Subtotal $ r :iU.Enter 25%of lure 5a for PERMITS BECOME VOID IF WO'3K OR CONSTRUCTION AUTHORIZED IS Plan Re-Jew if reggired(Sec 3) $ NOT COMMENCED WI THIN 180 LAYS,OR IF CJNSTI,JCTION OR WORK Subtotal $ IS SUSPENDED OR A11PN11ONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED [A Trust Account N�_ Total balance Due L --- uisME car APP nw r►9e Al ENGINEERING PERMIT CITY OF T i G A R D PERMIT#: ENG2000-00021 DEVELOPMENT SERVICES PRIM. PERMIT#: SDR1999-00028 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DA'T'E ISSUED: 6/1/00 SITE ADDrkE:�S: 10770 SW CASCADE AVE PARCEL: 1S13513C-00500 SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION: TIG PERMIT TYPE: SOP PUBLIC IMPRV QUANTITY LIN FT VALUE AGREEMENT DATE: GRA/EROS: ASSURANCE EXPIRATION STREET: " PERFORMANCE: SAN SEW: " STM SEW- MAINTENANCE: " PATHWAYS: " ALL OTHER: "`" $27,60000 TOTAL: $27,60000 Remarks: HALF-STREET STREET IMPROVEMENT, INCL. ROAD BASF_AND SURFACING, CONCRETE SIDEWALK & DRIVEWAY APPROACHS, STORM DRAINAGE, STREETLIGHTS & TRAFFIC CONTROL DEVICES (SIGNS/MARKINGS). - Owner: – FEES _ Type; By _Date Amount Receipt OPEN DST 6/1/00 $150.00 0002628 — DEPS DST 6/1;00 $910.00 0002628 LITE DST 6/1/00 $410.88 0002628 Phone: Total $1,470.89 Engineer: GROUP MACKENZIE 0690 S.W BANCROFT ST P O BOX 69039 PORTLAND, OR 97201-0039 Phone: --REQUIRED INSPECTIONS _ STM/SAN SEWER STREET _ Permittee/Applicant: MH/CB/CO CRB LINE & GRADE DESTINATION HARLEY-DAVIDSON PIPE LN & GRD SUBGRADE 1302 PACIFIC HWY EAST BCKFLL & CMPCT BASE ROCK TACOMA, WA 98429 AIR &TV TEST LEVEL COURSE WEARING COURSE Phone: GRADINGTRAFF & PED CONT CONTOURS _ — MONUMENTATION DRAINAGE STREETLIGHTING Pec^!lteel EROSION CNTL. WALK/APRON/RAMP Applicant Signature: _ — REPR'S/ADJ'S PATHWAYS Issued By L- , FOR INSFECTIONS, CONTACT THE CITY OF TIGARD, SPECIAL CONDITIONS: (SEE ATTACHED) ENGINEERING DEPARTMENT, AT: (503) 1� CITY OF TIGARD ELECTRICAL ENER - ENER RESTRICTED GY DEVELOPMENT SERVICES PERMIT#: ELR2000-00158 13125 SW Hall Blvd.,Tipard, OR 97223 (503) 639-4171 DATE ISSUED: 7/21/00 SITE ADDRESS: 10770 SW CASCADE AVE PARCEL: 1S135BC-00500 SUBDIVISION: ZONING: I-P BLOCK: LOT: .JURISDICTION: TIG Proiect Description: Installation of HVAC A.RESIDENTIAL _ _ B.COMMERCIAL _ AUDIG & STEREO: AUDIO& STEREO: INTERCOM & PAGING: BURGLAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER: CLOCK: MEDICAL: HVAC: DATAITELE COMM: NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDOOR LANDSC LITE: OTHER: HVAC: X PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: TOTAL#OF SYST_EMS:_1 Owner: Contractor: HARLEY DAVIDSON AMERICAN HEATING 10770 SW CASCADE BLVD 1339 SW GIDEON ST TIGARD, OR 9722.3 PORTLAND, OR 97202 Phone: Phone: 239-4600 Reg#: LIC 00033135 ELE 26-683CLE FEES Required Inspectio is _ Type By Cate Amount Receipt _ Low Voltage Inspection �PRMT DFd 7121100 $60.00 0003878 I Elect'/ Final 5PCT rJEB 7/21100 $4.80 0003878 Total $64.80 This Permit is issued subject 'o the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other al ! cable laws Ail work will be done in accordance %-.ith approved plans. This permit will expire if work is not started withir, 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION Oregon law requires you t0 follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through QAR 952-00' 0080 You may obtain copies of these rules or direct questions to OUNC at (503) 246- 87. p Issued by I_'—� yU — Permittee Signature `_ ;✓?. _ �„�_ _ OWNER INSTALLATION ONLY The installation is being made on property I own which is not intended for sale. lease, or rent. OWNER'S SIGNATURE: DATE —_CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELF'C'N DATE: LICENSE NO: Call 6:.9-4175 by 7:00 P.M. for an inspection needed the next business day CITY OF 7IGARD RESTRICTED ENERGY ELECTRICAL APPLICATION Recd by 13125 S\'J;IALI- BLVD Date Recd: TIGARD OR 97223 PRINT OR TYPE V - 503-639-4171 X304 Permit#: �L 2 F - 503-598-1960 INCOMPLETE OR ILLEGIBLE APPLICATIONS Cust Call'd_. WILL NOT BE ACCEPTED Name of Development Project TYPE OF WORK INVOLVED -RESIDENTIAL ONLY --_. Restricted Energy Fee........................................ $60.00 (FOF,ALL SYSTEMS) JOB Street Addre f Ste# Check Type of Work Involved ADURES:i r70 CL < Q 1Vc City/State Ip Phone# n Audio and Stereo Systems e 1l L1C r Name' Burglar Alarm ❑ Garage Door Opener' OWNER Mailing Address City/State Zip Phone# ❑ Heating,Ventilation and Air f.onditioning System' Name ❑ Vacuum Systems' CONTRACTOR Mailing Address ,• } ' TYPE OF WORK INVOLVED -COMMERCIAL ONLY --- (Prior to Issuance aty/State Zip Phone j0 � Fee for each system.............................................. $60.00 copy of all licenses � 111?— (SEE OAR 918.260-260) are required If Ore o0 Contr.Ord Lic,# Exp.Date expired In C.O.T. 1--)311 , 5 +• 1• ' Check Type of Work Involved data base). Electrical Contr.Lic # Exp.DOe Audio and Stereo Systems C.O T. r Metro Lic # E p.Date tD L -OL) Boller Controls Owner's Mame n Clock Systems OWNER • Mailing Address APPLICANT Date Telecommunication Installation City/State Zip Phone# ❑ Fire Alarm Installation This permit Is issued under OAE 918-320-370.This applicant agrees to HVAC make only restricted energy installations(1 00 volt amps or less)under this permit and to do the following ❑ Instrumentation 1 Only use electrical licensed persons to do installations where required. Certain residential and other transactions are exempt from licensing ❑ Intercom and Paging Systems These have asterisks('). All others need licensing, ❑ Landscape Irrigation Control' 2 Call for inanections when installation under this permit are ready for inspectio, at 503-639-4176; E] Medical 3 Purchase separate permits for all installations that are not ready for an ❑ Nurse Calls inspection when the Inspector Is out to inspect under this permit. 4 Assume responsibility for assuring that all corrections required by the ❑ Outdoor Landscape Lighting' inspector are done,and; ❑ Protective Signaling 5 Assume responsibility for calling for a final inspection when ail of the corrections are completed ❑ Other Permits are non-transferable and non-refundable and expire If work is not started within 180 days of issuance or if work is suspended for 180 days. Number of Systems The person signing for this permit must be the applicant or a person No licenses are required Licenses are required for all other installations auth rited to bind the ,np{jc t -- — I)11 FEES. ---- - ENTE14 FEES 3 L✓ Signatures 8°il.SURCHARGE(.09X TOTAL ABOVE) S ' Authority if other than Applicant — TOTAL i l41910ormsUesele doc 1198 CITYOF TIGARDBUILDING PERMIT PERMIT#: BUP2000-00167 DEVELOPMENT SERVICES DATE ISSUED: 6/30/00 .3125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 1S135BC-00500 SITE ADDRESS: 10770 SW CASCADE AVE SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION: TIG REISSUE: _ FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK,: NEW FIRST: 24,480 sf N: S: E: W: TYPE OF USE: COM SECOND: 0 sf PROJECT OPENINGS? TYPE OF CONST: 3N 0 sf N: S: E: W: OCCUPANCY GRP: B TOTAL AREA:?4,480.00 sf ROOF CONST: B FIRE RET? OCCUPANCY LOAD: 227 BASEMENT: sf AREA SEP. RATED: STOR: 1 HT: 15 ft GARAGE: sf OCCU SEP. RATED: 1 HR BSMT?: N MEZZ'?: N READ SETBACKS REQUIRED FLOOR LOAD: 125 psf LEFT: ft RGHT: ft FIR SPKL: Y SMOK DET__ DWELLING UNITS: FRNT: ft REAk. ft Flk ALRM : HNDICP ACC:Y BEDRMS: BATHS: IMP SURFACE: PRO CORR: N PARKING: VALUE: $ 1,091,098.00 Remarks: NErro tilt-up building - Multiple Occupancy groups - B, rA, S?, H4 Owner: Contractor: DESTINATION HARLEY-DAVIDSON MCCORMACK PACIFIC CO 2302 PACIFIC H%VY E 7190 SW SANDBURG ST TACOMA, WA 98474 TIGARD, OR 9722.3 Phone: 503-384-5330 Phone: 624-2090 ORIGINAL Reg #: HG 00063111 — FEES REQUIRED INSPECTIONS Type By Dab; _ Amount Receipt Mechanical Permit Require Insulation Insp PLCK. GEO 5/5/00 $2,401.10 0001946 Electrical Permit Required Gyp Board Insp Sprinkler Permit Required Susp Ceilnc, '"sp FIRE CEO 5/5/00 $1,477 60 0001946 Plumbing Permit Required Reinforced conci-ete final r PRA"T DEB 6/30/00 $4,107.80 0003398 Foot/Found Insp Structural welding final rep 5PC.T DEB 6/30/00 $32.8.62 0003,398 Reinf Stee Icsp High strength belts final rel: (additional fees not listed here) Slnb Insp Structural observ. final repr Tilt-up Pni Insp Appr/sdwlk Insp Total $47,836.Oy I Pim/undslb Insp Final Inspection —_—_J Framing Insp _T This permit,s issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specia'ty Codes and all other applicable law Ail work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-1987. You may obtain a copy of these rules or direct questions to OUNC by calling (503) 246-1987. Pe m1 itee ' Signature: Issued By: �" ' Call 639-4175 by 7 p.m. for an inspection the next business day W TIGARD. mmercial Building Permit Recd By SW HALL BLVD. New Construction and Additions Date Recd t IGARD, OR 97223 Date to P E. ;503) 639-4171 Date to DST Permit R nt or Type Related SWR Incomplete or illegible applications will not be accepted Called i -Name of DevelopmenuProlect-- -- Existing Building L New Building Job Address Street Address — Suite !-- Building /0776 !'I i ,�,+>r Av Data Bldg 0 city/state Zip Existing Use of Building or Property: Name Property 1 , Proposed Use of Building or Property: Owner Melling Address swt,, j No Of Stories: City/State Zip Phone Sq. Ft. Of Project: Occupant Name V Occupancy C lass(es) Name Contractor ! Types)of Constrt164 l tinC n Prior to permit Matli.tg Address Suite -Iti ssuarn;e,a copy , Will this project have a Fire Suppression P 1 ppression System? of all licenses �9" ! �,•t� �-l.•h� � Yes are required if City/State Zip Phone — No i:j --_— expired in C.O T Americans with Disabilities Act (ADA) database v Valuation X 25/o = $ _ Participation Oregon Cons:.Font.Board Lic.* Exp. Date Complete Accessibility Form Project $ -- -- — - Nan e - Valuation � Architect Flans Required: See Matrx for number of sets to submit Mailing Address Suite On back CitylStale Tip Phone ---� I hereby acknowledge that I have read this application,that the information given is correct,that I am the owner or authorized agent of the owner, and — — ------ that plans submitted are in compliance with Oregon State Laws Engineer Name S0pture of OwnerlAgent Date Mailing Address Suite oil r ' ' "onrta�person Name Phone — city/State Zip Phonenur 'k 7 o 1 1 t,t w FOR R OFFIC_E USE ONLY Indicate type of work: New a Addition O Demolition O Ma /TL# Accessory Structure O Foundation Only O Alteration O p Land Use: ^� Repair O Other O Doscriptlon Notes of work: ------ -- TIF: Parks: Vote: Site Work Permit Application must precede or accompany Building Permit Application 4 2,16,10 .0-7 t Vg `17 qp 41 I'.COMNEWDOC (DST) 8/97 rID` Jq"Js•ly t l,/' [J Z IOb • t COMMERCIAL PLAN SUBMITTAL REQUIREMENT 14ATRIX Applicant DSTs to Plans Examiner Plans Examiner to DSTs Initial No. Plans required to complete Plans Routing (processing(see note a.) Submitted TYPE OF SUBMITTAL TOTAL CPE PPE EPE CPE PPE EPE SITE I 1 -- -- 3 O,o,u) -- -- B (New or Add) ` 1 -- -- 3 O,o,w) -- -- F (New or Add or Alt.) 3 3 -- -- 3 0,o,f) M (New or Add. or Alt) I 1 -- -- 20,o) -- B & M (New or Add) l 1 -- -- 3 O,o,w) -- -- P (New, Add. or Alt) 2 -- 2 -- -- 20,o) -- B & M & P (New or Add.) 2 : 1 1 -- 3 O,o,w) 20,o) -- E (New, Add, or Alt) -- -- 2 -- -- 10,0) B & M & P & E (New, Add) 3 1 1 1 3 (j,o.w) 26,o) 2 (j,o) B or B & M (Alt) 1 1 -- -- 20,o) -- -- B & M & P (Alt) 3 l 2 -- 2 (j,o) 20,o) -- B & M & P & E (Alt) 3 1 1 1 2 (j.o) 20.o) 2 (j.o) I L NS)iLs: a. The applicant will be requested to submit the correct number of j = Job B = BUP revised plans when all plan review issues have been resolved. o = Office M = MEC' f= Fire P = PLirr, b. Shaded areas designates initial submittal requirements. u = USA E = ELC 1 DATE: PIANS CHECK NO.: Le 2,Co Zaao PROJEGT TITLE: PA\A D sc�Kj COUNTYWIDE T I� A,FFIC IMPACT SEE APPLICANT: ��n IN'S,HEET MAILING ADDRESS: (FOIL NON-SINGLE FAMILY USES) CITY"7IP/PHONE: c" rj fir', RATE PER TAN.MAP NO.: LAND USE CATEGORY TRIP fUS NO.ADDRESS 17-10 RESIDENTIAL $201.00 I 1 BUSINESS AND COMMERCIAL $51.00 OFFICE $184.00 INDUSTRIAL J±,283.' 3. 0 INSTITUTIONAL 00 PAYMENT METHOD: CASH/CHECK CREDIT INSTITUTIONAL ONLY. BANCROFT(PROMISSORY NOTE) LANG USE CATEGORY DESCRIPTION OF WEEKDA. AVG RIPS WEEKEND G TNIP DEFER TO OCCUPANCY USL (� IRATE 3° Q`J RATE (*) h 0cf1.1 IleALXC5i+If-- P s.l T.o5e. 4. Z t� '-,.+:_ "f"iF e�anitil/�l(� -roc, HA:=.I : APPu,(-► II cklrt> ro NA,c. A -*^fKC. t*"'l "Cd-- sl,{,uIT A -MAP wxte' s;r,jp , olA4 IK �d �yswO p\�Nt Fn-4-4b Tht N ' `Tt+E. t.A_ A-� pesp CALCULATIONS: 7P. -14 = �1�� •S -two L; I .cw-) 6m, 8 PROJECT TRIP GENER9TION 7`) J FEE: .W FOR ACCOUNTING PURPOSES ONLY ADDITIONAL NOTES: Qa ,r ROAD AMT.: X53 � +�,�,,�o = � �I ,a35 • �t_ OU AU e!Y 7 Zoe) TRANSIT AMT.: ��137 �• -�� a9.5 027 Og.� EP REDS : �. W199 1.Ishar.tfpinq\vgshAre�sootlkVAWrooedure3 mnnus�wcvkstwfet 99-Lb Aot CC WASHINGTON COUNTY TIF NOTEB(bk 2!1 June 26, 2000 CITY OF TIGARu Group MacKenzie OREGON POBWilliams \ PO Box 69039 Portland OR 97201 � TRAFFIC IMPACT FEE FOR Harley Davidson, 10770 SW Cascade Ave, Tigard, OR Enclosed with this letter you will find a calculation sheet showing the corriputa`ion that has been per;u111cd to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of +he TIF is $38,378.00. ay the le You have three payment options availablTfie second is foyou. Tile first arra geis to pfor paymlenttovfer time you are issued a building permit. time by signing a promissory note (if you wish to exercise this second option please contact me for additional details). The third roption ual increase ofrulfi torr6%t ifunort occupancy. Traffic impact fees are subject toan ai paid or financed prior to July 1st of each •dear. Please note that you may appeal the discretionary decisions made in determining the appropriate category and the amount of the fee based on that category. A notice of - he City Recorder no later than b:00 p.m. on July 10, appeal must be received -by t ee required by Wasinton 2000 �,nd must be accompanied by the $638.00 appeal eal would be heard I hygthe County. Although filmed with the City Recorder, an app Washington County Hearings Officer. If you have any questions, or if I can be of further service, please contact me at. 639 4171 . ��ebbre� r�l Ct. ,t -v,\� JR. Adarns'! i Development Services Technician c: TIF file Building file 13125 SW Hall Blvd., Tigard, OR 97223 (563)639-4171 TDD (593)684-2772 - ---� iCOUNTYWIDE TRAFFIC IMPACT FEE CITY OF TIGARD PAYMENT OPTION FORM OREGON /07_70 Date Site Address Project Name Plan Check# -� I realize that I niust make a decision on payment of the Traffic Impact Fee (TIF) at this time. Therefore, I request the following (choose whichever option or options are applicable): Cash or Check lJ Credit Voucher ElBancroft or Installment Payments or L� The Ordinance allows for deferral of payment of the TIF until issuance of the c4cupancy permit if the TIF is greater than $5,000. If the TIF meets this requirement, I also request this option. I understand the TIF must be paid prior to issuance of an occupancy permit. I also understand ;hat the TIF will be recalculated based on the prevailing rates at the time of payment. Please be advised that TIF rates may increase up to six percent each July 1 st. This rate increase is not subject to appeal. OWNER/APPLICANT OWNER/APPLICANT c: Building Permit File Payme-it Option Notebook i�CstsUdsub 9196 1.3125 SW Hall Blvd., Tigard, OR 97223 15M) 639-4171 TDD (503)684-2772 — -� COUNTYWIDE TRAFFIC IMPACT FEE APPEAL INFORMATION Attached is a copy of the Director's decision on this Traffic Impact Fee assessment or Traffic Impact Fee Credit/Offset request. This decision may be appealed and a public hearing held by filling a signed petition for review (appeal) within fourteen (14) calendar days of the date written notice is provided (date mailed). APPEAL PERIOD: Date mailed: (o-a•!.-vim to 5:00 PM on 7-i0-00 Appeal Due Date A motion for reconsideration also may be filled within seven calendar days of the date written notice of the decision is provided (see Section 208 of the Washington County Community Development Code). A motion for reconsideration does not stop the appeal period(s) from running and is available only as an extraordinary remedy for when a mistake of law or fact has occurred. A motion for reconsideration requires a filling fee of$638.00. This decision will be final if an appeal is not filed by the due dates(s), and a motion for reconsideration is not granted by the Director. The complete file is available at 13125 SW H311 Blvd., Tigard, OR 97223 for review. A petition for review (appeal) must contain the following: 1. The name of the applicant and the relevant casefile/building permit/other development permit number; 2. The name and signature of the petitioner filing the petition for review (appeal). If a group consisting of more than one person is filing a single petition for review, one individual shall be designated as the group's representative for all contacts with the Department. All Department communications regarding the petition, including correspondence, shell be with this representative; 3. A statement of the interest of the petitioner; 4. The date the notice of decision was sent as specified in the notice; 5. The petition for review (appeal) shall state the relevant farts, applicable ordinance provisions, and relief sought; and 6. The fee of$638.00 for Director's decisions being appealod to the Washington County Hearings Officer. For further appeal information contact: ` *P&L f- K. R�btR"Sk'l _ �o q- �17 1 x Y to hdshtlappeal.doc CITYOF TIGARD _SITE WORK PERMIT DEVELOPMENT SEWCES PERMIT# : SIT2000-00017 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED : 6/30/00 PARCEL : 1 S 135E'C-00500 SITE ADDRESS: 10770 SW CASCADE AVE SUBDIVISION: ZONING : I-P BLOCK: LOT: JURISDICTION : TIG CLASS OF WORK: NEW PAVING ?: Y RESO. NO: TYPE OF USE: COM GRADING ?: Y VALUE: $150,000.00 EXCV VOLUME: 1.000 cy LANDSCAPING?: Y FILL VOLUME: 2.500 cy SITE PREP ?: Y ENG FILL?: Y STORM DRAINS?- Y SOILS RPT READ?: Y IMPERV SURFACE: 62,927 sf Remarks: Site work for new tilt-up building. Owner: FEES DESTINATION HARLEY-DAVIC"_ON Type By Date Amount Receipt 2302 PACIFIC HWY E -- f"ACOMA, V`!A 9842.4 PLCK GEO 5/5/00 $553.48 0001947 FIRE GEO 5/5/00 $340.60 0001947 PRMT DED 6/30/00 $851.50 0003398 Pho ie: 5PCT DEB 6/30/00 $68.12 0003398 Contractor: EROS DEB 6/30/00 $100.00 0003398 —� ERPU DEB 6/30/00 $26.00 0003398 MCCORMACK PACIFIC CO ERPC D`B 6/30/00 $26.00 0003398 7190 SW SANDBUk; ST WQUN DEB 6/30/00 $6,912.44 0003398 TIGARD, OR 97223 - — — Total $8,878.14 Phone: 624-2090 Reg #: LIC 00063111 Required Inspections Erosion Ccgtrol Insp 844-8444 Excavation Fill Grading Paving Insp Strm Drain Insp n Culvert/Catch 03sin R I n I N A L San Sewer Insp Manhole/Cleanout - PVT Final Report Eng'd Grading Final Inspection This permit is issued subject to the regulations contained in the Tigard Mon cipal Code, State of OR Specialty Codes and all other applicable laws All work will be done in accordance with approved p r., This permit will expire if work is not started within 180 days of issuance, or if work is susnended for more than 180 days ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080.,yj;p rgay obtain copies of ,hese rules or direct questions to OUNC by calling (503) 246-1987 Permittee Signature: Issued By: _�� : L lCi;l Call (503) 639-4175 by 7:00 P.M. for an inspection needed the next business day t CITY OF TIGARD Site Permit AppliC3tion Plan Ch `7 Rec d B�j_K--11'�--_ 13125 SW HALL BLVD. Commercial, Residential Date Recd 5 y-o0 TIGARD, OR 97223: : and Multi-Famiur Date to P E. (503) 639-4171 x304 Date to DST &,0lti Permit#y/7 2000–0 00/? Print or Type Related SWR# _ Incomplete or illegible applications will not br. accepted called_____----_--_-- Project Name — - utilities(Complete all that apply) .lob -- Address Address � i Storm Sewer linear Ft, Name Sanitary Sewer Linear Ft. At/1 �N - - ------- - Owner Mailing Address Frush Water q Linear Ft. -e3 o'z City/State ZIP Phone Catch Basins - c µ1 A-->�Wim. # -- General N e Clean Outs # Contractor - C I _l.�- - -- — --` Prior to permit Mailing Adcress Describe work to be done issuance,a New Addition[1 Alteration[:]Repair copy of all t`j 1 I —� – Rensei ate City/State y p Phone Additional Description of Work: required it II//A"e� `�`1'Z- (0 7 0 exp red in COT S to Conn. Cent. Board Lic.# Exp. Date database __ —— Namo --- -- Proje=nl$ Valua Architect Mailing Address Plans Required: See Matrix on back page U o d?,�_-_-PThe followin , must accom an this application: --- -- City/State Zip hone Site plan with Vicinity Map Parkirg(including GV rte- 97�z o1-oo L L? S�d Showing ADA compliance— ADA)& Lighting Plan Name Grading Plan and details Landscaping Plan C /SKU A ok = _ — _ Engineer Mailing Address Erosicn Control Plan and Retaining Structures details including calculations CitylState Zip Phone Site Utility Plan and details Soils Report (showin,,connection to (if required) _ approved system) u Excavation Volume I hereby acknowledge that I have read this application,that the II Q00 information given Is correct,that I am the owner or authorized cu. yds. agent of the owner,and that plans submitter)are in compliance _ with Oregon Stale laws. Grading Volume 2.. 506 — SIrature of Owner/Agent Date (Soils report required for>5,000 cu. Yds,) ! t / rj�c�. 0(9 Fill Volume _ _ I Contact Person Name Phone (Fill exceeding 12"in depth shall be compacteu L)f, t-j t !i -i o 90%of Maximum Density) _ �.-1+ Oo __ curds. DD,1 Vit) ,4 ------- Retaining structure?(check one) ORock FOR OFFICE USE ONLY CMU Notes: ❑Concrete ❑Other Total new impervious area including all — Land Use Case# l MapITL# 2 7 2� S_ . F t. buildings, sidewalks,and paving - CITY OF TIGARD ( , zb --- COMMERCIAL SITE WORT( PERMIT i:\dsts\forms\site-app.doc 3/17100 (��• i 2� iVV V CITY MJF TIGARD ELECTRICAL - RESTRICTED ENER ENERGY �+ DEVELOPIMENT SERVICES PERMIT#: ELR2000-00232 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 10/13/00 SITE ADDRESS: 10770 SW CASCADE AVE PARCEL: 1S13513C-00500 SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION: 1 IG Proiect Description: Installation of restricted energy for data telecommunications system. Job No. 4237 A._RESIDENTIAL B.COI 1MERCIAL AUDIO & STEREO: AUDIO & STEREO: INTERCOM & PAGING: BURGLAR ALARM: BOILER: LANDSCAPF.IRRIGAT: GARAGE OPENER: CLOCK: MEDICAL: HVAC: DAIA/TELE COMM: X NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDOOR LANDSC LITE: OTHER: HVAC: PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: TOTAL#OF SYSTEMS: 1 Owner: �— Contractor: DESTINATION HARI-EY-D,^\VIDSON BACHOFNER DATACOM INC 2302 PACIFIC HWY E 55 SE MAIN ST TACOMA,WA 98424 PORTLAND, OR 97214-3346 Phone: Phone: 233-7873 Req#: LIC 01 11978 ELE 26-953CL FEES _ Required Inspections Type_ By _Date Amoun! Receipt Low Voltage Inspection PRMT CTR 10/13/00 $75.00 2720000000 Elect'I Final 5PCT CTR 10/13/00 $600 2720000000 Total _ $81.00 This Permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR Specialty Codes and .311 other applicable 1,3ws All work will be done in accordance with approved plans This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-001C tluough OAR 952_-001-0080 You may obtain copies of these rules or direct questions to OUNC at (503) 246-198 Issued be � 1 Permittee Signature ------- OWNER INSTALLATION ONLY The installation is being made on property I own which is not intended for sale. lease, or rent. OWNER'S SIGNATURE: DATE: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N LICENSE NO: /7G 95 -- -------- ------ -------- - Call 639-4175 by 7:00 P.M. for an inspection needed the next business day 09/18/00 MON 09:26 FAX 503 5th 1980 CITY OF 'riGARD 2002 CITY OF TIGARD Electrical Permit ApplicatioC Plan Check• 13126 SW HALL BLVD. need By� e_. TIGARD OR 97223 Print of'T e 1Date to P.E. Phone(503)639-4171,x304 yp t�. Date to DST Inspection(503)6:,X11175 Incomplete or Illegible will not be 41tepted 1�`tj Permit a ELK n2-cea 3; Fax(503) 5913-1960 �`�w Called 1. Job Address: 4. Cornpllee'te Fee Schedule Below: Number of Inspections per pennd allowed Name of Development Nlt:V=ack-Pacif_ic__-_ Name(or narne of business)jjazj,3Y7DaYid50I1 Service included: Items Cost 'total Address_._1 U77O SW Cascade-Aye. 4a. Residential-per unit 1000 sq n.or less -- -- $147.15 a CitlrlStatelZip Tigan QZ 97223 __ _-__ Each additional 5XI sq 1f.cr portion thereof $33.40 - Ctrnmercial Residential❑ limited Energy $75 00-_ - - Each Marsufd liome or ModUer Uweiling Service or Feeder 390.90—�—` 2 2a. Contrall installation only: 4b.Services or Feeders (prior to permit Isst,ance,applicants must provide cunfraclor license Installation,alleratio, or r_b;ation Mformation for ca r e. La bale). 200 amps or loss _ $80.30 Electrical Contra o;_Ba Uf C_l?ss t 261_ ___ 201 amps to 400 amps - $ion.85 Address_ri ci SF. Main ,_ 401 ernps hr 500 amps S15o.60 - City ort 1-11113 State—r1R _Zip- 727 4 601 amps to 1000 amps $24060 2 p pear Ion(amps o volts $454 65 2 Pllofle No. 5f]3-?T'7,�(�6 -_-.-_-- - - -- ---- Rer;onnrrd only -----_ $88.05 --_ J 2 .lob No..123 Z__ 2(o-15 3 er_c ___--- --_ - Elec.Cont.lice. No.4 YE:xp Date �� -_. Ic.Temponr2 Services or Feeders — InsUlallon,alter shun or re'ocalion OR State CCB keg. Na -14cFq Fxp We 200 arrps or leas _ Si6.05 2 COT Business Tax or Metro 14o Exp Date 201 amps to 400 amps $100 33 _ _ 2 401 arr.ps to 60O amp' $133 15 2 Signature of Supl.Hall � l over 600 anps to 1000 volts arc"b"above. License No ( �Ld EXP,Datc .d.Branch Circuits Pt tone PCO. jQ-i- -?nnh_____- - -._ _ .__ -_ New,ahsrabon a,extenslon per pare' a)rhe lee lot brand ci-cuffs with purchase of servi:e or 2b. For owner installations: reed nee. Each branch cirmit $ri(35 2 Pont Owner's Narnc b)The fee lot branch cur.uits Address _ , - _-____,�___--..- without purchase or service Stale Zip ors,bfan h !�c 5 city__ _-_----- ----- _.---- 1,It branch arw� �+J 6J i,hone Nc.. --__- _ A __ Fech additional Lrancn owul' $565 _`- the installation being made on propefi/I own which Is not 'Ie M1sCfllaneOYs ISeMce or,feeder not Included; intended for}.die,lease or rent Each put ip or Inigaliun circle $53 40 Each sign or otdine t9tPirsg $5340 own-l's Sigrliture_ T --_-_-_ ---- _- I Signal diculi(s)or a smiled enorgy -- -- panel,aKoraan i or a xtensio, ( $75 CO 3. Plan Review section (if requiredW M nor Labels(10) 11125 t�3 41.Each additlonal Inspecl'as over please check appropriate Item and enter fee in section 50, ttx allowable in any of the!hove 4 of more resicerrtia'units n one s:iuclule Fier inspection f62 50 __-_- Sorvice and le':det 225 ansps o"rrrxe Per hoer $62 5C -J_System over 6 ..1 volts nominal to plant $73 75 _ Clas,bed ata nr atvdur0 Wntutrmg specwf ura:uparv.y as 5. Fees: -' descdbec in N C Chapter 5 6a.Finer total of sbav,*hes $ r�17, - Substit 2 sets of plans with application wllt re any of the above.apply 8% tirrcharpe(OFr x total feast S:Ly ruis" s - Not required for temporary constnrcbon services 5b Fnter 15''.of Ill r,a for NOTICE Flan Review it equnetl("er 11 $ - Subtotal S Pi,WAITS BMW[..VOID If WORK OR CONSTRUCTfDN AMHORI-LED r_-� IS NOT CM1' l._! QMENCED WITHIN 180AYS OR IF CONST OR rrust lkr'Ourh• WORK(S SUSPENDED OH ABANDONED FOR A PERIOD OF 180 DA)r S Total bala,tce Due S AT ANY TIME Ar -R Wr)RK iS CLWP'IFNCED - 1 ldsutrunrstcicclric_rcv do:-IVO( CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Lirte: 639-4175 Business Line: 639-4171 BUP Date Requested AM PM -- BLD BLD Lo;;ation ��U ='�j' ��>Cc� — Suite MEC _ Contact Person — — Ph PLM ?-r/�✓ - ��''Z�� Contractor Ph SWR F60-11-DING Tenant/Owner ELC _ Retaining Wall ELR _ Footing Access: Foundation FPS Ftg Drain - SGN Crawl Drain Inspection Notes. — Slab -- ------------- --------- _.._- _ SIT Post& Beam - --- Ext Sheath/Shear Int Sheath/Shear - Framing Insulation ----- Drywall Nailing Firewall --- - Fire Sprinkler _ Fire Alarm Susp'd Ceiling Roof Misc:- ----- Final - (1 PpS� PART FAIL -- ' I!nder Slab Top Out - - - Water SNi-� Rain Dr Y� - - - --- - — - -- — - F ni al — PASS PART i FAIL MECHANICAL. - - -_ -- -- -- Post& Beam —--— --- - - ---- --- Rough In Gas Line - - - --- Smoke Dampers Final -- --- - PASS PART FAIL ELECTRICAL Service _ Rough In UG/Slab Low Voltage Fire Alarm Final - - ---_----- --- ----- PASS PART FAIL SITE __._�.� - - ---- --- -- - --- - --- Backfill/Grading — --- - — Sanitary Sower Storm Drain [ j Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hal!Blvd Catch Basin Fire Supply Line ease call for reinspection RE _ ( J Unable to inspect-no access ADA Approach/Sidewalk Other Gate _ -ou_.. InFpertor 5-.= Ext -incl OASIS-- PART FAIL. j 00 NOT REMOVE this inspection record from the job site. ---RtrrLDINGPERMIT CITY OF TlGARD PERMIT#: BUP2000-00167 DEVELOPMENT SERVICES DATE ISSUED: 8/31/00 13125 SW Hall Blvd.,Tioard.OR 9722.3 (503) 639-4171 PARCEL: 1S1356C-00500 SITE ADDRESS: 10770 SW CAS(, 0E AVE SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION: TIG REISSUE: FLOOR AREAS EXTERIC R WALL CONSTRUCTION CLASS OF WORK: NEW FIRST: 24,480 sf N: S: E: W: TYPE OF USE: CUM SECOND: 0 sf PROJECT OPENINGS? TYPE OF CONST: 3N i 0 sf N: S: E: W: OCCUPANCY GRP: B TOTAL AREA:?4,480.00 sf ROOF CONST: B FIRE RET? OCCUPANCY LOAD: 227 BASEMEAT: sf AREA SEP. RATED: STOrN: 1 HT: 15 ft GARAGE: sf OCCU SEP. RATED: 1 HR BSMT?: N MF_ZZ?: N _ REQD SETBACKS _ RFQUIRED FLOOR LOAD: 12.5 psf _LEFT: _ ft RGHT: ft FIR SPKL: Y SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC:Y BEDRMS: BATHS: IMP SURFACE: PRO CORR: N FARKING: V GLUE: $ 1,091,098.00 Remarks: New tilt-up building - Multiple Occupancy groups - B. M, S2, H4 Owner: Contractor: DESTINATION HARLEY-DAVIDSON MCCORMACK PACIFIC CO 2302 PACIFIC HWY E 7190 SW SANnBURG ST TACOMA,WA 98424 TIGARD, OR 97223 Phone: 244-0876 Phone: 624-2090 Reg #: sic 0006,1111 r FEES REQUIRED INSPECTIONS Type By Date Amount Receipt Mechanical Permit Require Insulation Insp PICK GEO 5/5100 $2,401.10 0001946 Electrical Permit Required Gyp Board Insp Sprinkler Permit Required Susp Ceiing Insp FIRE GEO 5/5/00 $1,477 60 0001946 Plumbing Permit Required Reinforced concrete final r PRMT DEB 6/30/00 $4,107.80 0003398 Foot/Found Insp Structural welding final rep 5PCT DEB 6/30/00 $328.62 0003398 I Reinf Steel Insp High strength bolts final rer. Slab Insp Structural observ. final rep (additional fees not listed here) Tilt up Pnl Insp Appr/sdwlk Insp ~ Total X48,086.09 Plm/undslb Insp Final Inspection _,— - __ Framing Insp This permit is issued subject to the regulations contained in the Tigard Municipal Code. State of OR. Specialty Codes and all other ar;)Iicable law. All work will be done in accordance with approved pla-)s. This permit will expire if work is riot started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION. Oregon law requires you to follow the rules adopted by the Oregon U ility Notification Center These rules are set forth in OAR 952-001-0010 through OAR 952-001-1987 You may obtain a copy of these. rules or direct questions to OUNC by calling (503) 246-1987. Pe rm it ee Signature: Issued By: Call 639-4175 by 7 p.m. for an inspection the next business day CITYOF TIGARD MECHANICAL PERMIT DEVELOPMENT SERVICES PERMIT#: MEC2000-00256 131DATE ISSUED: 7I21IU025 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 1S135BC-00500 SITE ADDRESS: 10770 S'n CASCADE AVE SUBDIVISION: ZONING: I P BLOCK: LOT- JURISDICTION: TIG CLASS OF WORK: ALT FLOOR FURN: EVAP COOLERS: TYPE OF USE: COM UNIT HEATERS: 5 VENT FANS: OCCUPANCY GRP: M VENTS W/O APPL: VENT SYSTEMS: STORIES: BOILERS/COMPRESSORS HOODS: FUEL TYPES 0 - 3 HP: 1 DOMES. INCIN: 3 15 HP: 2 COMML. INCIN: MAX INPUT: BTU 15 -30 HP: REPAIR UNITS: FIRE DAMPERS?: 30 - 50 HP: WOODSTOVES: GAS PRESSURE: 50 + HP: CLO DRYERS: FURN < 100K BTU: 1 AIR HANDLING UNITS OTHER UNITS: FURN >=100K BTU: 2 <= 10000 cfm: 4 GAS OUTLETS: 8 > 10000 cfm: Remarks: Mechanical Equipment Installation Owner: _ FEES HARLEY DAVIDEON Type By Date Amount Receipt 10770 SW CASCADE' BLVD PRMT DEB 7121100 08685 0003878 TIGARD, OR 97223 5PCT DEB 7121100 $14.90 0003878 PLCK DEB 7121100 $46.71 0003878 Phone: Total $248.46 Contractor: _ AMERICAN HEATING INC 1133 339 SE GIDEON 1 v_^ REQUIRED INSPECTIONS__ — PORTLAND, OR 97202 Gas Line Insp Final Inspection Phone:239-4600 Mechanical Insp Reg #:LIC 000331 Mechanical Insp Mechanical Insp Mechanical Insp Mechanical Insp Heating Unt Insp Heating Unt Insp Heating Unt Insp Duct Inspection Fire Damper Insp S.D. Shut-down inspection This permit is issued subject to the regiflations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other appfcable laws. All work will be done ire accordance with approved plans. This permit will expire if work is not started within 180 days c-'r issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires yeu to follow rules adopted in the Oregon Utility"Notification Center. Those rule., are set forth in OAR 952_-001-0010 through OAR 952-001-0080. Yw may obtain copies of these rules or direct questions to OUNC by calling (503)246-9189. Is a By: ' Permittee Signature: Call (503) 6394175 by 7:00 P.M. for inspections needed the next business clay I 51�t1 D i t r 1 Pan Check# &—k9ro_° CITY OF TIGARD Mechanical Permit Application F,ec'd By 13125 SW HALL BLVD. Commercial and Residential Jale Recd Zo/Y-od TIGARD, OR :7223 ( Date to P E. 503) 639-4171, X304 {� 1° �'_` ` buy U_W--oc)l (0 / I C'� Dale to DST �j Permit# Print or Type _ Incomplete or Illegible a plications will not be accepted called Name of Development/Project Description Table 1A Mechanical Code Qty Price Arnt Job Street Addresil Sine# A) Permit Fee _ _ 1600 Address 7O�. 8`10 1) Furnace to cls&100,006'BTU _ Bldg# CRy/Mate Zip including ducts 8 vents see footnote 1,2 � 9.65 _ 2) Furnace 100.000 BTU+ _ " 0P_-'171,2- including ducts&vents see footnote 1,2_ 12.00 Name(or name of business) 3) Floor Furnace OwnerIncluding vent see footnote 1,2 9.65 Mailing Address _ 4) Suspended heater,wall heater or floor mounted heater see footnote 1,2 965 cny/Statezip 5 Vent not included in a Dpliance permit 4 75 Check all that apply: 'Boller Heat Air For items 6-10,see or Pump Cond Oty Price Amt Na (or name of business) footnotes 1,2 Com 7 ` 1\ 1,,� �\(�r �_ 6)<3HP;absorb unit to Occupant Mailing Address t00K BTU I 9.65 7)3-15 HP;absorb unit 100k to 500k BTU `' 17.65 cuy/state zip Phone 8)15-30 HP;absorb unit.5-1 mil BTU 24.15 Contractor Name 9)30-50 HP;absorb IY)e Y; G' unit 1-1.75 mil BTU 3600 L Prior to permit M?fling Address 10)>501,111,absorb unit Issuance,a copy '� ?'I }r. - t' >1.75 mil BTU 60.15 of all licenses City/St ete (� zip Phone 11 Air handling unit to 10,000 CFM are required if r' ' G� Il(: .' 1.)'(1 c+k,(X_) _ 7.00 expired in COT Oregon Conal.Cont.Board LIc.N Exp.Date 12)Air handling unit 10,000 CFM+ database J c, - l __ 11.85 Architect Name 13)Non-portable evaporate cooler 7.00 Halling Address 14)Vent fan connected to a single duct or 4.75 15)Ventilation system not included In Engineer cuy/State zip Pnorie a pliance permit 7.00 16)Hood served by mechanical exhaus, 7.00 Desrdbe work to be done: 17)Domestic Incinerators New',W Repair O Replace with like kind: Yes O No O 12.00 Rept6ential O Commerdal Modification O 18)C^mmercial or industrial type Incinerator 4825 Additional information or description of work: 19)Repair units 8.40 20)Wood stove/gas FP/other units/clothe dryenetc. NOTE: For Commercial projects only;Units over 400 lbs.,located on the 7.00 root,require structural cab .prepared by licensed engineer. 21)Gas piping one to tour outlets Type of fuel: oil O natural gas O LPG O electric O See footnote 1 3.75 22)More than 4-per outlet(each) .75 I hereby acknowledge that I have read this application,that the information Minimum Permit Fee=60.00 SUBTOTAL given Is correct,that I am the owner or authorized agent of 8%SURCHARGE the owner,that plans submitted are In compliance with Oregon State laws. PLAN REVIEW 25%OF SUBTOTAL _ Required for ALL commercial permits onl Ui r Signature of OwnerlAg t Date TOTAL Pic�� "} Other Inspections and Fees t Perso ' — contacn Na a Phone 1 Inspections outside of norma business hours(minimum charge-two tours) $50.00 per hour 2 Inspections for which no fee Is specifically indicated (minimum charge-half hour) Fonotes for commercial projects only: S50 ooperhour o 3 Aa.rge.no-batt hour)E50.0innel plan review r 50.00 peby changes,additions or revisions to plans(minimum 1. Provide full schematic of existing and proposer'gas line and pressure. char 2 Provide drawings to scale showing exislinr•dnd proposed mechanical . hour S to Com,actor Boilei Certifica ion required L mils. *Residential A/C requires site pi an showing placement of unit I.\mechperm.doc rev 1'/1199 3 June 26, 2000 CITY OF TIGARD American Heating Inc. OREGON 1359 SE Gideon Street Portland, Oregon 97202 RE: Harley Davidson MEC#2000-002 10770 SW Cascade 111:vd. Dear Applicant: Your plans have been reviewed for compliance; the following items require,your attention. 1. Provide Oregon Non-Residential Energy Code forms 4a through 4j, and related work sheets. 2. Provide engineering calculations for all loads over,00 pounds. 3. Show how you will comply with OSSC, Chapter 12, Environmental Air requirements, to include location of grills, sizes and CFM output. 4. Provide details on how the units will shutdown when the building is not occupied. Provide two (2) sets of revised drawings and required documentation. If you have questions,please call me at 639-4171 X392. Sincerely, Ru ert Poskin, CBO Senior Plans Examiner 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 Form 4a Project Name: ��lr i Page: SY8'rE S - GENERAL Exceptions 1 . Exceptions (Section 1313) Discussion of J No HVAC. The building plans do not call for an HVAC system. Skip to-Item 12 below. tions on excep _J Exception. The building or part of the building qualifies for an exception from HVAC code tions on page 4-I4 requirements. The applicable code exception is Section 1313, Exception Portions of the building that qualify: See page 4-14 fora 2. Simple or Complex Systems (Section 1313.2 or 1313.3) discussion of simple :simple System. The planned HVAC system qualifies as a Simple System. If true, complete this vs. complex form (4a) and equipment efficiency worksheets as required. Form 4b is not required. systems. Complex System. The planned HVAC system is a Complex System. Complete this form (4a), Form 4b and equipment efficiency worksheets as required. Exceptions 3. Economizer Cooling (Section 1313.1.2) Complex Systems J No Cooling. The bu,lding plans do not call for a new fan system with mechanical cooling. may claim the same X Complies. The new fan system has an air economizer capable of modulating outside-air and exceptions allowed return air dampers to provide up to 85 percent of the design supply air as outdoor air. for Simple Systems plus three excep- J Exception - Simple Syst^ms. The new fan system qualifies for an exception. The applicable tions allowed in code exception is Section 1313.1.2, Exception , or Section 1313.2.1. Portions of the Section 1`313.1.2. building that qualify: _ See page l-15 for a - _ discussion of these -1 Exception -Complex Systems. The new fan system qualifies for an exception. The applicable exceptions. code exception is Sectirn 1313.1.2. Exception or 1313.3.1, Exceoticn `_. Portions of the building that qualify:, 4. Economizer Cooling - Overpressurizing (Section 1313.1.2) J No Economizer. The building plans do not call for a new fan system with an economizer. • Complies. The drawings specifically identify a pressure relief mechanism for each fa; system _ that will exhaust the extra air introduced by the ,;conomizer. and the economizer system is capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the load. S. System and Zone Controls (Sec. 1313. 1.3. 1 & 1313.1.3.2) Complies. All new HVAC systems include at least one temperature control device respcnding to temperatures within the zone. J Exception. t he new HVAC system qualifies for an exception from the zone control require- Exceptions merits. The applicable code exception is Section 1313.1.3.2, Exception 1 and 2. Portions of the Discussion of building that qualify qualifying excep- tionsonpage 4-1s. 6. Control Capabilities (Sec. 1313.1.3.2. 1) S Complies. Zone thermostats are capable of being set to the temperatures described in Sec. 1313 1.3.2.1. Where used to control both heating and cooling, zone controls shall be capable of providing a temperature range or deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. J Exception. The building qualifies for an exception to the deadband requirements. The applicable code exception is Section 1313.1.3.2.1, Exception___ . (10/98) Forms & Worksheets 4-1 Form 4a (cont.) — Project Name_ kv k ') Page. SYSTmiMS - GENERAL 7. Off-hour Controls - ,MVAC Systems (Section 1313.1.:3.3) 9� Complies. All new HVAC; systems are capable of automatic setback or shutdown during periods of non-use or alternate use of the space served by the system. 'J Exception. Equipment has full load heating demands of 2 kW (6,826 Btu/hr) or less and is controlled by a readily accessible manual off-hour cor,trol. S Off-hour Controls — Supply and Eshaust Systems (1313.1.3.3) Complies. Plans require that outdoor air supply and exhaust systems have a means of auto- matic (either motorized or gravity damper) volume shutoff or reduction during periods of non-use or alternate use of the space served by the system. J Exception. The building qualifies for an exception to the requirement for automatic shutoff or reduction. The applicable code exception is Section 1313.1.3.3, Exception 9 Heat Pump Controls (Section 1313.1.3.4) No Heat Pump. The plans/specs do not call for a new heat pump J Complies. All new heat pumps equipped with supplementary heaters are controlled as required in Section 1313. .3.4. 10. Equipment Performance (Section 1313.1.4) J No New HVAC Equipment. The building plans do not call fer new electrical HVAC equipment. combustion heating equipment or heat-operated cooling equipment. Complies. Al! new HVAC equipment has efficiencies not less than those required by the code. The following equipment efficiency worksheets are attached: 4a. 11. Duct Insulation (Section 1313.2.2 & 1313.3.3) J No Ducts. The building plans and specifications do not call for new HVAC ducts or plenums. Simple System: Complies. The plans and specifications cal, for a Simple System, and all exterior supply/return air-handling ducts and plenums and all outside air ducts are insulated as required by Section 1313.2.2. J Complex System: Complies. The building plans.'specs call for a Complex System, and all air- handling ducts and plenums are insulated as required by Sec. 1313.3.2. 12. Piping Insulation (Section 1314) Exceptions IJ No New Piping. The building plans and specifi;,ations do not call for new piping serving a heating or cooling system or part of a circulating service water heating system. Discussion of quadyir7 exccp- Q, Complies. All npw piping serving a heating or cooling system or part of a circulating service tions oniiage 4-78 water heating system complies with the requirements of the Code, Section 1314.1. J Exception. New piping qualifies for the following exception: Section 1314. Exception 13. Service Water Heating (Section 1318) ;J No New Water Beating. The building plans and specifications do not call for new water heaters. hot water storage tanks, service hot water distribution systems, swimming pools or spas. Frceptions X Complies. All new water heaters, hot water storage tanks, service hot water distribution sys- 9iscussion of tems, swimming pools or spas comply with the requirements of the Code, qualifying excep- J Exception. The applicable code exception is Section __ , Exception . Portions !tons on page a-18 of the building that qualify. 4-2 Forms & Worksheets (10/ee1 Worksheet 4a -- Project Name: ikr n Page_ UNITARY AIR CONDITIONER - AIR OOLED Equipment (a) (b) (c) (d) (e) Discussion of Proposed Performance equ,pment ratrrps and equipment Cooling Seasonal Compliance definitions on page "�,r� (� Capacity Steady or Schedule J-19 Equip. ID Model Designation (Btu/h) State Part Load (A-E) �► AC-3 '%i Dc'15C' N 75011, R-4 ucu�gni- 134 DD q,LL IG Required Indicate source of reformation r)ocumenta- _API Unitary Directory.Section AC.page tion — API Applied Products Directory, Section ULE,page X- Product data(Attach data furnished by the equipment supplier, e.. 'cut sheets') i ti Cade Compll- Cooling Capacity (Btuih) Minimum Rating Required ance Equipment Type Efficiencies But not Seasonal or Schedule Over over - Steady State Part Load — 0 65,000 na 9.7 SEER equThis ill et a of Single Package Without a 65,000 135,000 8.9 EER 8.3 IPLV cw;was r Forman- A Heater Section crew was reformatted g 135.000 760.000 8.5 EER 7.5 IPLV from the code. Table 760,000 8.2 EER 7.5 IPLV i3-G. p 65.000 na� 10.0 SEEP P Split System Without a Heating 55,000 135,000 8.9 EER 8.3 IPLV Section 135,000 760,000 8.5 EER 7.3 IPLV 760,000 - 8.2 EER 7 3 IPLV 0 65,000 na 10.0 SEER C Single Package With a Heating 65,000 135,000 8 9 EF-R 8.3 IPLV Se0on 135,000 760,000 8.3 EER 7.3 IPLV 760,000 8,0 EER 7.3 IPLV ---- 0 65.000 na 10.0 SEER Split System With a Iteating 65,000 135.000 8.9 EER 8.3 IPLV D Section 135,000 760,000 8.3 EER 7.3 IPLV 760,000 8 0 EER 7 3 IPLV E Condensing Unit Only 135.000 9.2 EER 11.0 IPLV 4-4 Forms & Worksheets tto,sat 4-4 .I 08/06/00 TUE 11:20 FAX 503 039 1454 TRANE COMPANY _ 003 Is �- - , i y� (171/2, 20Ton) 1 �! General Data Standard Efficiency II� - l. raw.oat-s—clammill Dias 1ThTon Downfluw end Har ronlal Unib 20 Ton Downflow and Horizontal Units I' YC4i210C3,C4,CWL YC*210C3,C4,CWH YC#24083.84,9WL Cooling stn YC>x240B3,B4,8Wh Nbrfomteen Grose Cooling Capacity 208,000 246,000 / EER' 9.5 9.2 4C Nominal CFM/ARI Rated CFM 7,00(15,800 8,000/7,000 ARI Net Cool) Capacity Integrated Part load Value+ 8.5 192,000 232,000 System I ower fKW) 2.59 9.3 1leafdrlg Perfonttaiiiii 25.22 Heating Models low High Low High Heating Input IBtuh) 250,000 350,000 25),000 400,000 1st Stage 175,000 250,000 175,000 300,000 J Heating Output(8tuh) 203,000 284,000 203,000 324,000 1 a Stage 142,000 203,000 142,000 AFUE(%)'Dr w243,0nfl00 ow/Horizontal 60.7/79.9 80.1/79.1 80.2 181,0 79.8/79.7 00 Ste State EfAciency(%) 81.0 81.0 81.0 No. Burners 1 61.0 No.Stages 1 2 2 Goo Connection Plpo She Iln.l 1;^ 3/4 1/7 3/4 Comprwaor — No pe 2/Trone-H _ Pu Trane 3-ut Scroll Bound Rating IBEISI' _— 9.4 O 9,4 utdoor CoN-Type Tube Site lin.)OD HI-Performance HI-Performance .375 Face Area Isq .375 ft) .37S32.57 ROWUFPf 2.2 Indoor Coll-Type _ Hi-Pe 2116 nce 2/16 ---- — TLbe Slee(In.l .376 HI-Performance Face Area(sq ft) 17.50 26.00 Rows/FPt 3/15 Z16 Refrigerant Control Short Orifke Short 0011ce Drain Connection No.Sire_lin.) 1/1.00 NPT 1/1.00 NPT Outdoor Pen-Type ropatlar Propeller No.Used/Diameter(in.) WS Z28 ONveTyoe/No.Speeds Direct/1 Direotlt CFM 14,100 14,800 No. Motorti 2(1.0 Motor RPM1-1� 2/1.0 _ 1,126 Indoor Fen-Type i FC Ct est gaI FC CenVffugal No,Used/Dlametar(in.) ;/15 X 16 1/18 X 1P Drivelypo/No.Speeds napes Ball/1 No.Motors 1 1 Motor HP(Standard/Oversized; 5.o7.5 5.017.5 Motor RPM IStandard) 345f13470 T460/347q Motor Fame Size(StendnrrUOversitadl 145T/184T 1 IST/194T Filters-TypdFimishedl Throwewey/Yes �'— ThroArnwsy/Yes (No,I Slzo Hecommanded (2)20 X:U X 2 (4)21 X 20 X 26 _ (4)20X26X2 (4)2)X25X2 RefMgerartt Charge(Lbe of R-22)r 11,3/ClrculN 13.8l0reult NOTkS 1 Cooling Performs"i4 noted so 9!f F emblem Ro F ordering dry bulb,87 F entering wet bulb Otoss capeatY Coes MR Include tro Iftf or?an motor heti AAI eapecity a net ane Includes the effect of ran motor heat.Unita as suitable for opetaRon to e20%of nonnnal efrn CartfAed in accordance with the UrAsry Large Eaulon—nt cer"catlor pragrar which 4 basad on ARI Standard 34)131(0.03. 2 EEPIs rated■t ARI conditions and In accordance with ARI Sbrtdanl 210/240 or 360. 3. Integretsd Part toad Value A rated In accardance with ARI Slandatr:10/240 of M.Unite are rated at 60°c emblent W"�antarnng dry bulb and 87•F entennp nec Wit)at ARI rated cfm a Heating Pr'fdrma,cl Amit witkVa Ano rsllng data were Itteblshed e•d approved under Iib-retory tat concloons Ullr-g Amartcar,National Stanbads InatP to stsldads Pi.ncs Shown are tot Msysft's up to 200016M For MIM00nl above MW fat,ntlhgs should be reduced at the rete 014%rc r esoh 10011 feel above Ise�sv e. 5 AFUE is rAtod In act—anca with DOE Inst prooedura. 6. shown"sting shoIs tested If,eecordNMO with ARI Standard 270 or 370 7 RaMpartinl charge Is an e.pproximste value.For 4 more Prices vogue,see unit nar m ats Ino fence;metructio, 6 Horizontal modets have 8.20 s 26 s 2"Item t 9 Pe4'garary �hargs for horizontal un,b is I 1 6 per circuit olnnlcetes boih dnwnfbw and r"110nisl urh! �I 16 RTPRC001-EN 06/06/00 TUE: 11 : 25 FAX 50:7 1138 1 454 TRANS COMPANY Fh o t 0 TRANE• (5, 61/4, 71/2TOn) General Lata Standard Efficiency Table GD-2-Oelnera!Darn_, AC- 3 Slbn Downflow and Horizontal �/•Ton Dowrdlttw --` ----, YClt576n and Horizontal Single Compreaeor Duel Compr CaoBeg Perfoeh YC3 C4,CW075C3,C4,CW "900,C4,CW R eaaor, Gross Cooling Capacity YC'09003,D4,DW EER/SEER' 54,000 62,50675,000 -19•S -110.00 92,000 90,000 Nominal CFM/ARI Rated CFM 2,000/1,000 9"00/- 90091- 9 001/_ ARI Net Cooling Capacity 2,o00Q,000 2,500/2,1 . 98 3,002,825 Integrated Part Load Veluo' 611500 60'000 72,000 3,000/2,525 88,0009 System Pnwer(KW) - - _ 8610001 Heetlng PerformenoW --- 6,95 6.71 8.009.78' 9.49 Heating Modelo 4.55 Low gh Law Higo Low High +eaang Input IStag 90,00 1 51000 000 1 5,000 120,000 205 000 12Law 00 205,000 120,00 205 000 let Stege(2 Stege Only) jeju Helot S Output tags 70,000 105,000 73,000 109,000 97,00u 168,000 91,000 186,000 97,000 150,000 1501000 50.000 tat Stage 12 Stege Only) 66,000 AFUE%, 76 78 61 122,000 122,000 122,000 Steady State Efficiency(S6) 80.0 80,0 91 8' 91 91 91 61 Bt No,Samara 81.0 81.0 81,0 81.0 81.0 81.0 81.0 es 81.0 No.Stag1 1 1 1 1 1 t Gas Cor neaun Pipe Cize(in.) 1/21 2 1 2 1 2 Contprewsos 1/2 71 1/2 NO,TVpa 1/ClimetlrfftA 1/ClimetuH Sound pi inng IBELS)9 i 1/Ctimatuh 1/Trene,l 2/01metuff t)rtrloor Sfze(inColl-ty.lpe 8.6 8.6 8.8 8 8 Tu Htgh•Petionnenoa Hlgh-Pelinrmence Hlgh-performance High-Paformence High-Performer>ce b OD 375 Face Area(eq ft) 3 .375 .375 Rowtr/FPI 11.32 9.76 .375 2(16 11.32 12.09 14,00 Indoor Colt-type - 2/18 2118 2/16 2118 High•Perfo'rmanca High-Performance High-Performance High-Performance High-Performance Tube Size lin.) 375 Face Area(sq k) 375 375 .375 .375 RovsiFM 633 6.33 7,00 7115 2115 788 788 f Rnfrigernrn Control 2/15 3/15 2/1S I Chain Connection NoiSize(In.l Short Orifice Short Orifice Short Orifice Short Orifice 1/3/4 PVC t/314 PVC it 3/4 PVC Short Orifice Outdoor Fen-TYPe Propeller Pro eller 113/4 PVC_ 1/3/4 PVC Nn.Used/Dierneter(in.) R Propeller Propeller propeller Dnvetyp&(No.Speeds 120 124 1/24 1/24 CFM Direet/1 Diraet/1 1R4 0irecUl DlrecVt No.MotorsAiP 4,900 •4,270 4,870 5,460 Directrl Motor RPM 1/.50 11.40 1/.50 1/50 3.620 975 1,075 1,075 1''50 Indtor Fen-Type FC Centrlfu ! 1,078 _ 1.075 j No.Ueed/Diemeter(in.l FC Centrifugal FC Certrifugel FC Centrifugal FC Centrifugal Drhe Tyvei/No. Speeds 1/12 X 9 1112 X 9 112 X 9 1112 X 9 Direct,, DirectrZ 1112 e X 9 No.Motors 1 Belt/1 8erV1 Relt11 IAator HP(Stands rd/Oversized) 1 1 1 1 Motor RPM(Standard/Ovsrelsrd) 1040 8W'7S 1.0/2.0 1.02010 0 050/1040 17251715 0' Motor Fame Size 1725/1725 172&1725 (Standard/Oversized) 4&48 Eifion-Type _ 58/56 5988 5656 Furnished 7-DownRow 'Thw wayTMfO1ifin y Throwaway Throwaway .--hrowewey Fumieh,�d 7-Horizontal ea Yes Yes Yes (2)20 INo,)biz %commended Yea Yes Yes Yea12)20X25X1 X25X1 13)16X26X1 yea r�o&lpnaet Ctraepe(Lbs of R-2:!p 8,4 '7A e t (3)16 X 25 X t (3)16 X 25 x t 10.6 6.3/Circult Con Ing Perrrrrmarrc*Is rand at ori F ambient.80 r entering dry bulb,67 F artedng wet bulb.Groes cacacity does not'nelude the*(fact or fan motor Iyer MI eaoac,ry s^*t and,nct�ces Mie effect of len mholor heat.Unto IIrO eusable nor ulxretlm to 120%of nominal Chr1 yC406pC units are tertieatl m accordance•M•h rte Unita Au�ondi Program,which ss based on ARI Standard 210/240 vC4a75,0a0C units are cera6*d In accordance Wb try Unitary Large Equipment cerelicallon Equlprynl tamllcar on Standard 340/M.03 program,wMoh Is basad on AAI 2 EER and/or SEER are rated N ARI condltione and in accordance with DOE teat 3 Inl*greted ran Lcatl value 4 retell In accordance with ARI 9landartl 210/240 tar Ib are nlad of a0'F embunt,60'F Waring dry Dulb,and 87•F entering wet bulb at AA!rmoo .Im. 'loafing Perfonnant*AmM satln sit and rating data were*slabsstAd end approv*d under�sorratory test 00"4lldbne Wing AIPWcan National Standards InstOuta tta fear- Watnps ehrwvn are for alwatfbne-JP to 2000 feet For elsvallms above 20(10 Isat,renngs Mould be•*duced et pd/rete of 4%nor each 1000 reel atrhw sea svN AFUE is rated In accordance wIR DOE last procedures 6 Sound Ramp%her It n11100:rs accordance wilo ARI Standar 2%dr 37U 7 RefMg*rant charge 11*n appreltirnate value.For a mare dreuse value,see unit namepnte and servll*Instructions. 8 YCHOgoC,high heat hes 60.000 Slurs ARI Net Capacity 9.68 system KW,and 8.9 EFR. 9 YCH0900,Mgh Mal has 85,000 Stun ARI Net Capacity,9 58 system KW,8.9 Mand 9 1 IPLV MACH"'qh host money 2.0 HP eburctard motor R1'•PRC001-EN 13 OG/06/00 _TUE 1 1_Y4 FAX 503 639 1454 THANE COMPANY Z D61 ®law' Da ls N of [gas From To �� I ��1L1,�'.l.i. �-� �.yl,��l•�' J Co Col Dept. ,,one N (503)620-8031 Plwna N Fax N (503)639-1454 M_DDE1 YCCOISFILOB _ YCCO24FILOS _ YCC030FILOB YCC03QFlMCB RATED VOLTS/PH/HZ -_ 208-230/1/60 208-230/1/60 208-230/1/00 _208-230/1/66 A.R.I.RATINGS(COOUli BTUH 16000 23400 29200 29600 Indoor Air Flow ICFMI 600 800 1D00 1000 System Power(KWI 1.93 2 55 3.17 3 27 EER/SE'R(BT1U/WATT-HR) 9.35/ 10.00 9.10/ 10,UO 9.20/ 10.00 9.10; 10 00 Ncise Rat_ _ --�- 8.0 _-- 8.6 8 0 6 0 A,G.A.RATINGS(HEATING)Z� --- -------i--�-- - (Hrghl lnp'R BTUH 50000 50000 50000 75000 Capacity BTUH(t(?,. 46000 40000 40000 60000 AFUE 78% 78% 78% 70% Tamp.Rue 'F(Min./Max.) 30/80 30/ 60 30/80 35 /65 ILaw)Input BTUH 40000 40000 40000 60000 Capecity BTUHM f) 32000 32000 32000 08000 AFLIE/CSE 789e/76r;6 78%/%% 78%/16% 18%/76% Tamp Rise 'F IMin./Mex.l 30-60 30-60 30-60 35 65 Type of Geo% NATURAL NATURAL A:i UhA _ NATURAL. _ POWER CONNS. -V/PH/HZ 208.23n/I/60 208-230/1/60 208-230/1/30 --208.230/1/60 Min.Brrh Gr.Ampernty 13.2 15,7 20 1 71 Br Cir. --Max. (Amps) 20 25 30 35 Prot.RLQ. -Recmd_(Arrris) --.---_ 20 _______� __25_ -- ----30 _-- 35_ COMPRESSOR CLIMATUFF CLIMATUFF'° CLIMATUFr- CLIMATUFF" No.Used 1 1 1 1 Volts/PH/HZ 200.230/1/60 200-230/1 MO 200-230/1/60 20024,1/60 R.L.Amps - LP_Amps _ 80-48 10.0-67 __13.3-_ 79 _ 135-79 _ OUTDOOR COIL-TYPE - PLATE FIN -- PLATE FIN - PLATE FIN - PLATE FIN Flows/FPI 2/ 15 2; 15 2/ 15 2/ 15 Ewa Area(Sq Ft.) 4.5 4.5 5.43 5.43 Tube Site Iin) _ _ 3/8 COPPER 3/8 COPPER _ 3/8 COPPER 3/8 COPPER tM000R COIL-TYPE - PLATE FIN-� PLATE FIN - - PLATE FIN PLATE FIN ^� Rows/FPI 2/ 15 3/ 15 3/ 15 3i 15 ' Face Area LSq,Ft 3,25 3.25 3.25 3 96 Tube Sue On 1 3/8 COPPER 3/8 COPPER 1/8 COPPiR 3/8 COPPER Refrigerant Control CAPILLARY CAPILLARY i:APILLAR; CAPILLARY Oram Conn.Size(in) 3/4"FEMALE NPT 3/4"KMALE NPT 3/4"FEMALE NPT 3/4"FEMALE NP' Duct Cormections SEE OUTL.AE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAW IWi SEE t"UTLINE DRAWING nUT000R FAN-TYPE - ----- PRDPELLER _ - - PROPELLER ------`- PflOPEILLR - -PROPELLER--No Used/Dia. (in.) 1 / 18 1 / 18 1 / 18 1 / 18 Type Drive/No.Speeds DIRECT/ 1 DIRECT / 1 DIRECT 1 biRFCT; 1 No Motors-HP 1 - 1/5 1 --1/5 1 - 1/5 1 -- 1/5 Motor Spaed RPM 1080 1080 1080 1080 Vohs/PH/11Z 200.230/1/60 230,1!80 230/1/80 230/1;'60 FL.Amps--L.PAmps LB-33 1.8-3.3 1.6---3.3 _ 16-3.3 INDOOR FAN-TYPE-----� CEN'T'RIFUGAL --'-- CENTFIFILI iAL- CENTRIFUGAL CENTRIFUGAL - Ma xWidth(in) 9X9 9 x 9 9 x 9 16X9 No.Used 1 1 1 1 Drive!Speeds(Na) DIRECT/2 DIRECT/2 DIRECT/2 DIRECT i? No.Motors--)IP 1 - 1/4 1 --- 1/4 1- 1/4 1 -- 11/3 Motor Speed R P M 1080 108b 1080 1080 Volts/131,1/1`12 200 230/1/60 200-230/l/GO 200-130/1,60 200-230;1/60 Fl-Amps--LR.Amps _ _ _ _1.8/1.4-2.9 _ _ 16/1A-2.9 _ 16/1.4-2.9 2.9/2.2-5.1 COMBIISTION FAN TYPE - CENTRIFUGAL CEWMIFUGAI. CENTRIFUGAL- CENTRIFUGAL On.--Speeds(Na.) DIRE,:- 1 DIRECT- 1 DIRECT- 1 OIRECT-- 1 Motor HP-Speed(RPMI 11,35-3480 1/35 -3480 1/35-1480 1/35-3480 Vnits/PH/HZ 240/1/00 240,/116n 240/1;60 240il/60 F L.Amp0.6---- 0.6 -- ------ 6 -. 0.6 - - 0.6 - FILTER- FNI3NED1 NO NO NU Tyyppe Recortrtrendsd THRUWANAY THRUWANAY THROWAWAY THFIMAW.AY N11i.Face Areelo(It)Tt 2.0 2.67 333 3.33 REFRIGERANT 3.8 Ibs. ---� 4.0 lbs. - - -4.4 Ube. -- - 4.5 Ibs -- GAS PIPE SIZE(IN.) 1/2" 1/2" 1/4" 1'2" DIMENSIONS HXWXO H X W X 0 HxWXO HXWxO Crated(in.) 31-1/4 X 38 X 57 31-1/4 X 38 X 57 31-1/4 X.38 X 57 35-1/4 X 3E>..-7 Unrated SEF nUTLINE DRAMNG SEE OUTLINE DAAMNG SEE OUTLINE DRAWING SEE OUTLINE DRAWING WEIGHT ----- ---_- - - -- Shipping Ilhs.)/Net(lbs.l - - - - -- 341 /301 ------ - 350,/310 _398 i 358 - -- -398; 350 --T- Sen nates m page 14- - 4 - 8 Worksheet 41_ Project Name: x`^ F'�e FURNACES & UNIT HEATERS — GA d6 OIL-FIRED Equip_ient (a) (b) (c) (d) (e) Proposed Discussion or Heating Compliance equipment ratings and equipment Equip. Capacity E. E. Schedule definitions on page ID Model Designation (Btuih( (Max.. (Min.) AFUE (A - E) d-19 Required Ind tate source of information Documenta- __ GAMAConsumerDirectory,page — tion X- Product data(Attach data fumit hed by the equipment supplier I.e.. 'cut sheets") Code Capacity !Btu/h) Minimurn Performance Require.d Steady Steady Efficiencies Compliance But Not State Max. State Min. Part Load This schedule of Schedule Equipment Type Over Over Rating (E) Rating (E.) (AFUE) equipment eficien- Gas-Fired Warm-Air 0 225,000 na na 7800 cies was reformatted A Furnaces & Combustion from the code. 225,000 80°0 78"o na Table 13-1. Furnace/AC Oil-Fired Warm-Air 0 225,OOG na na 780° B Furnaces & Combustion — Furnace/AC 225,00 81°0 81% na C Gas-Fired Duct Furnaces 0 78°° 75% na D Gas-Fired Unit Heaters 0 78°,3 74% na E Oil-Fuad Unit Heaters C 81110 81% na ,F,99r Forms & Worksheets 4-13 JUN-07-00 WED 09:44 AM AIR COMMODITIES/ORE.GON FAX NO. 5032398764 P. 01/02 • C2 MC,MINE .January, 1997 �! y SUBMITTAL DATA gr,s-fired unit heaters models FAD & BD UTaau utr,vaY ro w�LL1 \ Dimensions (inches)- PD Do not use propeller units with duct � ork. Dimension - Model Number Symbol .PD 30 PD SO PD 75 PD 100 PD 125 T PD 150 PD 175 PO 200 PD 2517 PD 300 PD 350 PD 400 - �-A -- 12-7/8 1 17.114_ 17.1/4 19-1/4 19.1/4 21 23-1t21 25-5/8 25-5/8 28,5M 33.5/8 40 24-1/4_ 24-1/4 28-3/4 2$3/4 36.1/4 35-1/4 35-1/4 40.1/4 401/4 401/4 401/4 441/4 - - C 14-314 -t 4-3/4 20 20 22 22 22 25 25 25 25 - _R-U --- 147/16 14-13/16 14-13/16 16-13116 18.13(18 18.9/16 21-1/16 233/16 23-3/16 26.3/16 31416 37.1!2 E- - 13 13 16 18 20 20 20 24 24 24 24 24 F 9-1/4 9.1/4 11 11 12 12 1213-1/2 131/2 14 - G 2 2 2.3/4 3-5/8 3-58 3-5/8 4-3/8 4-318 4-3/8 4-1/4 4.114 H 9 t/4 135187 5.5/8 15-5/8 17.3/8 19.7/8 22 22 25 30 383.3/8 -- AA g I 5 6-1/4 6-1/4 8 a 8 9 9 9 9 9 8B 6 1!4 6 1/4 6.1/2 8 112 7-i/4 7-1/4 7 1/4 7.114 7.1/4 7.1/4 7.1/4 7.1/4 iT -- 3 4 - 5 - 6 67 7 7 a 9 10 10 K(Mounting 318.16 3/8.16 3/8-16 318.16 3/8.18 3113.16 3/3.16 !/8-16 3/8.16 38-16 39.18 IP-16 Holm) ---- Gm Connie-cns lS 1/2 1/2 1/2 12 1/2 -W2 i/2 112 1/2 1/2 3/4 314_ W L 1) 28-1/4 28 1/4 36 36 38.1/2 37-119 37.1/8 40-7/8 41 42-1/4 42-1/4 47.1/4 LL 19.1/2 20.118 30 30 30 31.1/8 3/-1/8 34-7/8 34-718 36.114 36-114 41.1/4 _ EE 22.1/4 22-1/4 29 29 341/2 30-112 30-12 32.7/8 32-7 32 7/8 32 7/8 32 7/8 Fen Dfamet_et 1 9 12 12 14 14 18 _ 18 20 20 22 22 24 Apprc:.Weight, 580 720 1020 1160 1524 182# 1613# 2310 231# 2610 3300 4100 f, Diameter of round vent Dine to fit oval opening. '9 For natural w:may very depanding on control availability. y PI)30 through PD 300--2 holes(and the level hanging adjustment feature).PO 35O throurri'30 400-4 Moles. CO Clmonsiov equals overag plus 6' Performance- PD I.puts and outputs are the same for BD as PD >_tandsrd --_ Model Number - i--- - -- ----- - '� PD 250 PD 300 PO 950 PD 400 PD 30 PD SO PD 75 PO 100 PD 123 PD 150_ PD 175 PU J;, -Btu/Hr.Input 30,000 50,000 75,000 100,000 125,000 150,000 175,000 20/1,U0(. 250,D00 300,000 ?SO,OtA 400,000 wutw.OLdput 24,000 40,000 80.000 80,000 100,000 120,000 140,000 160,000 200,000 240,000 280,(!00 320.000 EntwM9 AlrAow CFM 446 740 1100 1480 1850 2180 2550 2870 3700 4+180 1950 5830 00 Met Velocity 515 610 736 880 870 921 959 819 1053 1123 1084 1083 Alr Temp.files T 51 50 51 51 50 51 51 52 50 60 62 51 Moundng Hgt (Max.Ft)(A 7 9 12 14 14 18 17 15 19 21 20 22 liThn, Ft.tD (Max Wg.Mgt.) ?5 33 41 49 - 51 55 59 51 67 74 72 76 W. w Ho aepower 1/40 t 1/40 1/12 1112 1/8 1/8 1/8 1/6 1/3 112 1 1 - -m -i35b 1555 1555 1e2s t i 107 10 5 1or5 1o7s 1140 1140 Dare ) type Shaded Shaded Shaded Shaded Pem. Perm. Penn. Perm. Perm. Perm. Perm. Perm. =not CeP. 9pE1 SPoI Cap. Spr CaP. pl Cao Pole Pole Pole Pols • �Cap. �� _ - Unit total - _-- 3.t 3.1 5.7 7.8 1-0.3 10.3 Poarr(M%M) 1.3 1.3 2.5 2.5 2.6 2.6 Rnu•x1s att"n ere rot"leyahoos up 10 2.000 h r�Nnviturnr+bow 2.1100 toe'.,rating.+hould t•rod.aal at W rats d 4%1tw oath 1.000 loot above tea raven.(tn Canada aN eatv.g P11-1 jl At QS'F artthanl enrt w►1(11801 al r"I'steel inpn MouMtn�notghl as msmurwi Imm bna..�. 'ur11 avU wta><wt deaectot hoods. :A AV-1"goal.-10M anw bLNty encM.w1 anJ Ywrv.l• :noaA ptnte~ Dau attad is Inn IIarM.d 11Swolt.ao hertf 4logle-pha"rtotara. JUN--07--00 WED 09:45 AM AIR COMMODITIES/OREGON FAX N0, 5032388764 P. 02/02 Control Options 0) - Propeller and Blower Units — Control Service ThermostatType of Avallahla on da Control System Description CoNo. Voltage I Voltage -rias Following Models Single-Stags,Standing Plant,100%ShuliOff-Ut,Wzes a single slap—a r;; 1'_ 11 ; 25V natural combination gas control and thermocouple.Pilot needs to be manually ill 12 200000V 211V natural initially and stayr,Illi rD 13 4Qrr/ 25V natural 13 Q 14 57°V 25V natural P0/130A 81 115V 25V propane pV BV 82 200/230V 25V propare S 91 460V 25V propene m W 92 575'V 26V propane Sing'e-Stage,Intermittent Pilot ignition,100%Shut-Off with Cnatlnuous -- 30 115V 25V V natural Retry Utilizes a single-stage comGinatiirn pas control a„d an Igridinn control 31 201Y130V 2.5V natural (continuous retry).Pilot Is automatically Ili on WI tar heal. 0 31 4601 25V natural 2 eD 33 575V 25V natural PD/61),PV/6V. tis 115V 25V propano PSW6SH Oe 200/2WV 25V propane IT 93 470V !SV propanol ---- - -- -------- -- m® 94 ---575V f 25V propene �- - - Iwo-Stage,Standing Pilot,100%Shr-. -Utilizes a Iwo-stege gas control 25 115V 25V natural (which fires at 50%or 100%of full rated input)end thermocourJo Pilot needs 26 200230V 25V natural PD/BU R to he mr:nually lit Inllialy,and stays Ili 83 115V 25V propene PV/8v �- --- -- 84 20WXV 25V propane TWo-Stags,Interrnlnent pilot Ignhlnn,100%Shut-Off with Continuous 63 115V 25V natural - Retry-Ublizen a two-stage combination gas control(which fires at 50%or 64 20(Y230V 25V natural PD/80& 1001/6 of full ralett input;ar 4 an ignition control(continuous retry).Pilot Is 87 115V 25V propene PV/BV automatically IN only on call,a heal._ _ 8e 200I230V 25V propane You Meeherileal Modulation with Avilontatic Pilot Ignition,100%Shut-off with Continuous Retry•Utilizes a modulating combination gas control and cn 59 it 5v 25V natural Ignition control(continuous retry).Pilot is Automatically!ti whenever there is so N W23V 25V natural 80 a DV power to the unit.Modulation range is between 50%a,,d 100%Ne;gas 94 it 5v 25V — propane It control shuts off helow 51)%fire.Available on BD and PV rrhndels only 90 20W10V I 25V p opane General Footnotes Qt Table below provide;instruclion nr specifying the pmpe.r control coda and motor slarter coil voltage. Supply Factory Installed Coltrol Thermostat Motor Starter Voltage Xfrmr to 25V Code Voltage Volblgs Voltage 115V1 10 yes 115V 25V Starter not req'd 20OW 14 yes 200V _ _25V Starter not req'd 23OW 10 -yes --� 230V 4 25V - Starter not req'd 20OW 3A yes — —200VV 25V 200V _230W 3* yes 211 3V 25V 230V 4$OW 40 m 11 yes 460V 25V 25V 575`111`5m M m yes 575V -- 25V 25V r9 The 460V or 575V controls requtfe no additional transtonner unless the power exhauster acceclsory is used,then a 460V or 575V!0 23OV. :150VA step-down transformer is needed,with the motor starter coil voltage 25V. IT CCA approved 460V and 575V available on blower units only. +t 575V motor available on blower units only. Efticlenc Model Efflelency Thermal Ef icleney Seasonal Efficiency - - PG,'Bo - 60% 66e1. --- - PV/BV �t 80% 78% --- PSH/BSH -- -- -8296 ---- - 80%---- Catalogs Morcel Catalog Ni PD/BDA _ 6155 PV/SV_ B•f00 PSH/BSH 8-180 Heating Divitill Modine Manufacturing Company • 1500 DeKoven Avenue Racine, Wisconsin 53403-2552 Phone: 1-800-828-4329(HEAT) - FAX: 4!4-636.1f;65 CITYOF TIGARD SEWER CONNECTION PERMIT DEVELOPMENT SERVICES PERMIT#: SWR2000-00151 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 8/4/00 SITE ADDRESS; 10770 SW CASCADE AVE PARCEL: 1S135BC-00500 SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION: TIG TENANT NAME: HARLEY DAVIDSON USA NO: FIXTURE UNITS: CLASS OF WORK: ALT' DWELLING UNITS: 6 TYPE OF USE: COM NO. OF BUILDINGS: INSTAL.'" TYPE: BUSWR IMPERV SURFACE: Remarks: Plumbing for new bldg. Owner: — �- FEES THOMAS ,j HOLCE -- ----- 109 N LOTUS BEACH DR _Type By hate Amount Receipt PORTLAND, OR 97217 PRMT DEB E/4/00 $13,800.00 0004263 INSP DEB 8/4/:10 $45.00 0004263 Phone: Total $13,845.00 Contractor: Phone: Reg #: Required Inspections Sewer Inspection This Applicant agrees to comply with ani the rules and regulations of the Unified Sewage Agency. The permit expires 190 days from the date issued The total amount paid will be forfeited if the permit expires The Aqency doe:not guarantee the accuracy of the side sewer laterals If the sewer is not located at the measun?ment given, the installer shall prospect ' feet in all directions from the distance giveii If not so located, the installer shall purchase ,a"Tap and Side Sewer' Permit and the Agency will install a lateral ATTENTION Oregon law requires you tc follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through JAR 952-001-0080 You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-,19$T —0"0 Issued by: 1kL � Permittee Signature:,,, (� Call (503) 639-4175 by 7:00 P.M. for an inspection needed the next business day a 1 CITY ITY O F T I G A R D ELECTRICAL PERMIT PERMIT#: ELC2002-00100 DEVELOPMENT SERVICES DATE ISSUED: 3/12/02 13125 SW Hall Blvd., Tia&rd, OR 97223 (503) 639-4171 PARCEL: 1S135BC 00500 SITE ADDRESS: 10770 SW CASCADE AVE SUBDIVISION: ZONING: I-P BLOCK: LOT : JURISDICTION: TIC Proiect Description: Job#9887. Installation of 3 branch circuits for power tc lift. RESIDENTIAL UNI' TEMP SRVC/FEEDERS _ MISCELLANEOUS 1000 SF OR LESS: 0 2.00 amp: PUMP/IRRIGATION- EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HMi SVC/ FDR: 601+amps - 1000 volts: MINOR r WEL OM: SERVICE/FEEDER _ _ BRANCH CIRCUITS ADD'L INSPECTIONS —0 - 200 amp: W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: 1 PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: 2 IN PLANT: C-01 - 1000 amp: ^—__ PLAN REVIEW SECTION 11.`00+ amp/volt: >=4 RES UNITS: > 60C VOLT NOMINAL: LSVC/FPRReconnecto >= 225 AMPS: _ CLASS AREA,12- OCC: Owner: Contractor: HOLCE, THOMAS ,J BACHOFNER ELECTRIC INC 109 N LOTUS BEACH DR 55 SE MAIN PORTI. AND, OR 97217 POR-1 LAND, OR 97214 Phone: P'lone: 233-2006 Reg #: LIC 44569 SUP 2808S LE 26-451 C r FEES __ _ _ Ret,alred Inspections I—_—` E r_ Type By Date Amount Receipt Rouen m Wal, Cover PRMT CTR 3/12102 560.15 2720020000( Elect'I Final 5PCT CTR 3/12/02 $4.82 =20020000( Total $64.97 1 his Permit is issued subject to the regulations co stained in the Tigard Mun,dpal CoJe,State of OR Specialty Codes and all other applicable laws All work will be done in acwrdanr•e with approved pla;is This permit will expire if work is not started within 180 days of issuance or if work is suspended for more than 180 days ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those rules am set forth in OAR 952-00'-0010 through OAR 952-001-0080 You may obtain copies of these rules or direct questions to OUNC at(503) 466699 or 1.800-332-2344 Permit Si nature: Issued By `1 _ OWNER INSTALLATI9_ ONLY – The installation is being made on property I own which is riot intended for sale, lease, or rent. r)WNER'S SIGNATURE: _ --- -- DATE: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: _i._! ` `- - — -- ---- DATE.----_----.— LICENSE ATE._ _-___ _.—LICENSE NO: Call 639-4175 by 7.00pm for an Inspection the next business day Electrical Pernuk VM: '7 y G ti Ptxtah no.:{�LC�ona -Ova City of Tigard ,CSP 1 1 ? 1.no.: _ Expire date: Cityof77Rard Address: 13125 SW Hall Blvd,Tigard,OR 9 (>yteisaued: By:a, I Receipt no.: Rrorc: (503)639 4171 CITY OF TIG file no. Psymeottype: flax: (503) 598-1960 i'LANNING/ENGI Land use approval: U 1 k 2 family dwelling or accessory U ComnacmiaUindustrial U Multi-family U'Tenan;lmpR)ve(nC11t U New cunatuction U Addition/altrraticut/replace-me(11 []Other. U Partial jcb address: 10770 S W CASCADE A VE.. gid •rt1. Suitt no.: Tax rnap'tx lottaccount no.: Lot: Block: Subdivision: _ 14oject name:}l A RDescription and location of worfc an ptsmitrea INSTALL POWER FOR LIP,' Estimated date of compktionh on: M at hum Jobs 9887 _— Fm ~" gt neaa name: Baehofner Electric,Inc. �) 7avd New reddratid-dilate sr s1rYt fasfy/- Address: 55 SE Main St. hill! 1111111L bsdrlcsaandlidQprW 1 City: Portland State: OR ZIP 97214 %rnim' I ' ': Phone: 503-233-2006 1 Rax: 233-2963 1 E-mail: 1000sy it ocku — _-- 4__. [iach additional SO eft a portitm dwwl CCB no.: 44 E1ee.bus.lic.no: 2G-45iC Umitedenagy,rtueential -- 2 City/metro limo.: 2536,eUmftedenemy,non 4exidmtLl - -- - 2 0. Fish nunufamurd Iwrne air modulo dw)Img 2 3' of ekttrician(reQuired)/ Date Servihx arul/1x feeds ,— - —- - -- ---- Smfaxaark+ders•-bsWlwflar, Sggg.elect-mme(priut): W. {3acholher licenseao: 28085 aNegsltlosOr"loedtoa: 200 amps or leas -- 2 ---------- -- - - 201 amps to 400 amps 2 Nam( (print): 101 b 600 am __ 2 Mailing address: rttrtstWO -- - — _ 6o 11 aoIan" City: stele: 7.11' Over also amts 0 colo - - - - Fax: I E-trlail: _ Ra°O°aeaanl� - t ownwinfAiiiiii,m:71re insWlatkm is being made on ptigvrty I own which is not intended Im sale,lease,rent,(w excfwnpc 11-c(mling to rn!e of IC 200W goys a las _ 2 ORS 447,455,479,670,701. 201 amps to 100 uqs_ - - _ 7 ro Owrar's s' M: batt: W 600&r -' - ILI z IN mica eirT -sew,a tergilks. or extlrr aioa reg powl: Name: A For fix a x►ranig circuits with pug :use of Addracs: --- - -- ---- ----- - svice feeder for, ;"wit cwh brantt2 -- ---- — - -- - -- - City: (`state: LIP: B For fro bent!circuits with."pershax I 41e.4S '` —_--- -----._ __I -. --- of setvim-a food"fee,runt Mrtfi ei ruil i�s 2 Phone: Fax: Gtrrail: [ chaddivanalbergchlirwit - - - - - Mbc.(Seretce ar fed.slut bdrafedy G ser-Am over 225 rohpa oaotendd U ties"cse faeidiry f�m Intpaon circle �— t U sayice om 320 aps m4thting of I A 2 U liarrdrim kx2tkw Eich sign tr outline lighting 2 family dweninv U Heikkng ova 10,000 square leer blur cx Sig+ul eiteviHsl.a(smiled emgY t+aoel. U System over 600 volt►mggra.l conte residatirl units in nm stm"uwr allersfion or aethrsgnn� 2 UBtildingov"tlrmMwirs UFrnlrss.400gimps.mnrr •Description: -- _ --- U()"Past lad ova 99 F"U),R U Manufartu,nd oractums cx RV pail, IFicb 1adU11u111 hmpertlua oeer Or dlavdk b day of do above: U fig.-Aigl"ingplwh U(kfrr - sub" __ uta o(ptas nkb 11y of aw above. In lestigation fee ---- 'Itis abyss are trot apslkwble to Wmpol My cosstndlow aervke- Odwl the an}ruAgloer rap r e fl cages plea ern Nrtdctloa mar ronistRm.r►as Nouse:This pexmit awlicttgcn Permit I'm.....................s -- Uyw Uµassulcalid expires if a pemlft k not obtained Plan review(at 15) $ -_ (yam,c.d within Igo days anet it hat been Stale surcharge(8%) --.$ -.-.B-2 _____ u cnrnplrle T t31T Al. ...................... — NNW r mewA CW&AjC1 wpmtwr 4404e,15 ,Am"M)f Electrical Permit Fees: Limited Energy Fees: TYPE OF WORK INVOLVED -RESIDENTIAL.QALY Complete I;c4-. Schedule Below Pestricted Energy Fee.........._................_..._._............. PFO—c Number of hwp!q!n par permit WkAved (FOR ALL SYSTEPAS) Serifte Included: Items Cost Total Check Type o(watt InvoNed: Realldentlail-per unn 1000 eq.11.or bw 4 Audlo and-;Ww SysUMU E&M addbc ial 500 eq-ft-or porlon 9 w S".40 BwUW Mann I.Irrilled EmW $76.00 Each Ikanufd Nara e.Modular Des"Service rr Feeder W.90 leakage Dox Opener' Sairvims cw Feeders t I"Ung.Venfi6 wn and AR Conditioning Systern' W",on, or ntlrcaflnr 200 anva w less $W.30 2 Vaafum Systems* 201 on"to 400 wn $106.65 amps 0 401 off"lo WO amps 61180.00 2 2 Other 601 off"to 1000 amps $240.60 2 Over 1000 wnp&or volts $454.65 2 R'Axnrod only $WAS 2 TYPE OF 9MOI\'K INVOLVED-COMMERCIAL ONLY Thy Swvkm or Feeders knudation,aftwallom or relocation Foe for each system_...._...._.....-.....__...._...................._. $75.00 200 amps or low SwA52 (SEE OAR 918-2M260) 201 amps to 40C a, $100.30 2 401 enva k)W)onve $133.75 2 Check Type of Work Involved: Over 600 o"V4 to IM vols, a""b"#&we. r-1 Audio and Stereo Systems Urainch CllrvultA E-1 "or conb-ot-, New,okwationx wdension per panel @)the tee for branch drcub wfM pup of owvks tv rdwsSystems feeder foa Each branch dAVA ------ $6.65—. 2 Data Teleoomnvunkaltlon IrAallation b)The fee for branch dmvb wwww pwom"or swwco Fire Alarm Installation or fivadw Am r*V branch circult $4A.85 %-.115 HVAC FAM edditionel branch ck .1 $6.65 1 11111118ceillwWoku Lj Instrumorttallon rlwAca or ktdw not kw*Kled) leach puny or kr%mgan drde — $53.40D Intercom and Paging Systems Eatt sign of�dllr*No 0 ftnal circult(e)or 0 01- —WLand,-m-,Irrigation Control` P81*asM1101 GXI or SX0101 $75.00 U1 Minor taboW(10) $125.00 ModlcF0 Each&&Itdfxvd IrUVOCUM WWW the allowable In any of the shove Nurse C&AS Pee bupedkw $62,50 pw,K" $62.50 In Plant $73.75-- Outdoor Landscar vlh&V* Fees: pmta<"Signalin, r nW UAml of above ft" 9%Stav Swcharip Number of Systons zs%Plan Review Fee Un kjonsm are rftLjme 1-kcartsRe am roofed for&I a0w InS18114110118 Son Ilan Revis iaw2W on $ pont of ap4ftatlon Fees: Total Balance Due $ Enter tctfAl of above fees Ll T,,W A.,-4 6%State Surcharge Total Balance Due i%Asft\4wwu',-4c feet doe I MgM CITY OF TIGARD 24-Hour BUILDING !nspection Line: (503) 639-4175 MST INSPE^T;ON DIVISION Business Line: (503)639-4171 BUP Received —____ _--- Date Requested •, - -®_ AM ...---- __-- PM —__-_ BUP - -----_-_ _ - --_.- Location —j D�. - ---.G __� } _ -$_� .__.__---_ Suite__._�.__ __ _- MEC Contact Person .._- -_ -. - - - - --_._— Ph (- - ) - PLM Contractor _---_ _ _ Ph SWR BUILDING Tenant/Owner � ` JI �'-s 6- -- - - _ ELC Footing ELC Foundation Access: Fig Drain ELR Crawl Drain Slab Inspection Notes: SIT - — — Post&Beam Shear Anchc rs -- Ext Sheath/Shear l Int Sheath/Shear Framing - --- — — - Insulation Drywall Nailing vnxn C) Firewall Fire Sprinkler Fire Alarm ��>� Susp'd Ceiling — `� -- -- - - -- Roof Other: - - - - -- Final PASS PART —FAIL PLUMBING PLUMBIN Post&Beam -- Under Slab - - Rough-In Water Service --- - - Sanitary Sewer Rain Drains - — -- - - Catch Bas n/Manhole Storm Drar l - Shower Par, Other: —� -- --- Final PASS PAI IT FAIL -- ------ --- _ - ------- - -------. --- MECHANICA' Post& Beam Rough-In -- Gas Line Smoke Dampers -- - ---- Final PASS PART FAIL ELECTRICAL Servire --- Rough-In UG/Slab Low Voltage Fire Alarm - - FinF.l Reinspection fee of$ required before naxt inspection. Pay at City Hall, 13125 SW I•lali Blvd. PASS PART FAIL Please call for reinspection RE: . _- SITE p -__- __—__�__-__�—� Urable to inspect -no access Fire Supply Line / ADA Approach/Sidewalk Date-- �_ 0 2/T InspactcT '� __ ` d"L✓`'� Ext Other Final 00 NOT REMOVE this Inspection record irom the 14b site. PASS PART FAIL CITY QF"rIGARv 24-Hour BUILDING !nspection Line: (503)639-4175 MST INSPECTION DIVISION Business Line: (503)639-4171 BUP --_ —_ Received Date Raquested AM —PM BUP i Location 7 -7 C Suite MEG Contact Person -_ 'y JL ___ Ph(___ ) - �j L S PLM Contractor_ —_ - Ph( ) _ ' 1 1 ',2 SWR BUILDING Tenant/Owner ! — - ELC C-' i C'? Footing Foundation ELC Access: Ftg Drain ELR -_ Crawl Drain _ Slab Inspection Notes: � �� , �-- SIT Post& Beam Shear Anchors Ext Sheath/Shear _ int Sheath/Shear Framing — --— ----- ---- Insulation Drywall Nailing --- ------- — _-_ Firewall (N Fire Sprinkler _-_-_ _-1��111�---- ----_----.------.- Fire Alarm Susp'd Ceiling Roof Other: -- Final — PASS PART FAIL --_. — -- ----- ----- _.--.-.-�__-._-- PLUMBINGt —..--_—. _--- - --- _--- Post&Beam Under Slab Rough-In Water Service - - ---- - - -- ---- Sanitary Sewer Rain Drains ----- - - Catch Basin/Manhole Storm Drain — - Shower Pan Other: —-- - -- -- -- *.- Final ---- ---- PASS PART _FAIL --- - - - -----�--- -- MECHANICAL Post&Beam Rough-In - - --- ------ Ras Line Smoke Dampers -- -- - --- Final FAIL - ---- - - -- ------------- Rough-In -- - ---- — - -------- UG/Slab Low Voltage �---- -- -- _-- _ -- _-- FI a Alarm PANT FAIL Reinspection fee of$- required before next Inspection. Pay at City Hall, 13125 SW Hall Blvd. Please call for reinspection RE: ___ —_---_ Unable to inspect-no access Fire Supply Line ADA •+� Approach/Sidewalk Dit;� +��' Other: Final I DO NOT REMOVE fhb.s Ilnt:po.itlofn II'�c�ord fro::6jab�Itlr. PASS PART FAIL J n CITY OF TIGARD PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT#: PLM2000-00261 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 7/12100 PARCEL: 1 S 135BC-00500 SITE ADDRESS: 10770 SW CASCADE AVE SUBDIVISION: ZONING: I P _ BLOCK: LOT: JURISDICTION: TIG _ CLASS OF WORK: NEW GARBAGE DISPOSALS: MOBILE HOME SPACES: TYPE OF USE: COM WASHING MACH: BACKFLOW PREVNTRS: 1 OCCUPANCY GRP: B FLOOR DRAINS: TRAPS: STORIES: WATER HEATERS: CATCH BASINS: 6 FIXTURES LAUNDRY TRAYS: SF RAIN DRAINS: SINKS: URINALS: GREASE TRAPS: LAVATORIES: OTHER FIXTURES: TUB/SHOWERS: SEWER LINE: 100 ft WATER CLOSETS: WATER LINE: 758 ft DISHWASHERS: RAIN DRAIN: 728 ft Remarks: Installation of site utilities associated with constriction of new commercial building. _ FEES Owner: Type By Date Amount Receipt DESTINATION HARLEY-DAVIDSON PRMT DEB 7/12/00 $599.00 0003650 2302 PACIFIC HWY E 5PCT DEB 7112/00 $47.92 0003650 TACOMA,WA 98424 Total $646.92 Phone 1: Contractor: _ RAIN COUNTRY CONSTRUCTION INC PO BOX 399 EAGLE CREEK, OR 97022 REQUIRED INSPECTIONS Sewer Inspection Phone 1: 637-3500 Water Line Insp Reg#: LIC 57591 Fire Supply Line-FPS Storm Drain Insp RP/Backfl;lw Preventer Final Inspection ORIGINAL H This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Code and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 190 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-0001-0010 through OAR 952-0001-0080. You may obtain copies of these rules or direct questions to OUNC by calling (503 246-1907. Is iad By: ( _�T___ Permittee Signature: {� Call (503) 639-4175 by 7:00 P.M.for an inspection needed 6'9 next business day J W1: CITY OF TIOARD Plumbing Permit Appli-ation Plan check 1T 13125 SW HALL BLVD. Commercial ,ind Residential Recd By. (/ TIO:RD, DR 97223 _ Date Recd '7-1/Q 07 (503) 639.4171 j u p� Date to P.E. Print or Type Date to D Incomplete or illegible applications will not be accepted Permit a Related SWR;K Called Name of Development/Project FIXTURES (individual) QTY PRICE AMT Job Sink 11.50 - Addres', Street Address r Suite Lavatory 11.50 10 Xw 4 P>�- VC✓ Tub or Tub/Shower Comb. 11.50 Bldg tic Cit /Slate ZIP Shower Only 11.50 -- - 4�R` ��--',`�' water closet --`T 11.50 Name tc�x.Tl0A7t 00 RR'../<.{ Urinal 11.50 Owner Mailing Address Suite Dishwasher 11.50 PA( IFI111-ASN' Garbaya Disposal 11.50 City/State ZIP PhoneP53 Laundry Tray 11.50 gcoMA WA wa4 a.?- Dr, Name Washing Machine/Laundry Tray 11.50 Floor Drain/Floor Sink 2" 11.50 Occupant Mailing Address Suite 3" 11.50 City/State Zip Phone 4" 11.50 Water Heater O conversion O like rind 11.50 Name /� Gas piping requires a separate mechanical permit. 'f k) l0()I RS q ! Q•I taC1117" (..)C MFG Home New Water Service 32.00 Contractor Mailing Address Suite MFG Home New San/Storm Sewtr 32.00 ..v x 3,l- Hose Bibs 11.50 Prior to permit City/Slate ZIP Phone Roof Drains - 11.50 issuance,a copy FK.&C (qLK,pl," o;?2 3-4-3 L,On Drinking Fountain 11.50 of all licenses are Oregon Const.Cont.Board LIc.R Exp.Date - required If -5_.4 c17lC>I lei Od Other Fixtures(Specify) 15.00 expired In COT Plumbing Llc.# Exp.Dasa database `',(�L}I t I T C•�C) Name Architect � it^tt.X;, i)C.1<.4-K) Sewer-1st 100' 38.00 � o r Mailing Address Suite Sewer-each additional 100' 32.00 t-('` 1_/ 1t^-". Water Service-1st 100' / 38.00 Engineer Oly/StaleZIP Phone E' y Qrl �'�20 Water Service each additional 20 S 32.00 9 Describe work to be done Storm&Rain Drain-1st 100' /yt/ 38.00 New • Repair O Replace with like kind: Yes O No O Storm 6 Rein Drain-each additional 100' / 32.00 n Residential O_ Commercial C Additional description of work: Commercial Back Flow Prevention Device 32.00 Residential Backflow Prevention Device' 19.00 Catch Basin 11.50 Are you capping,tnoving or r^placing any fixtures? Insp.of Existing Plumbing or Specialty Requested 50.00 Yes O No O Inspectionsper/hr If yes, sen back of Form to indicate work performed by Rain Drain,single family dwelling 45.00 fixture. FAILURE TO ACCURATELY REPORT FIXTURE Grease Traps 11.50 WORK COULD RESULT IN INCREASED SEWER FEES. - QUANTITY TOTAL I hereby acknowledge that I have read this application,that the information given Is corre ttipt I sm the owner or authorized agent of the owner,and Isometric or riser diagram Is required it Quantity Total Is >9 that plans stab ed are In p6ance with Oregon Stale Laws. 'SUBTOTAL Signature rlA Dat o 8/o SURCHARGE Contact Person Name Phone UF3 �1 �(t�� _ 4P34-3JCC> "PLAN REVIEW 25%OF SUBTOTAL 1 BATH HOUSE$178.00 Required orly it fixture gly total Is>9 2 BATH HOUSE t25u.00 TOTAL 3 BATH HOUSE$285 0:1 `11P (i ols fee Includes all plumbing fixtures in thu dwelling and the firs! 'Minimum permit tea is$50+8%surcharge,except Residential Backflow Prevention 100 feet of sanitary sewer storm saw(r and wat-r service) Device,which is$25+8%surcharge "All New Commercial Buildings require puns with isometric or riser diagram and plan review I ldststforinslplumapp doe I I118K3n PLEASE COMPLETE: Fixture Type _ _ Quantity by Work Performed---- Now erformed _New Moved Replaced Removed/Capped Sink �- -------- --- _— __ � --- —�__ Lavatory _.-._.--- — --- -- -- --------- Tub or Tub/Shower Combination -� --_— Shower Only - - --- -- - Water Closet - --- --- Urinal -----_- Dishwasher Garbage Disposal Laundry Room Tray _ Washing Machine Floor Drain/Floor Sink 2" 3" _ 4" _ Water Heater Other Fixtures (Specify) COMMENTS REGARDING ABOVE: I WslsVurmsplumapp doc 111139 Main Office Salem Office Bend Office P.O.box 23814 40bO Hudson Ave.,NE P.O.Box 7 918 Tigard,Oregon 97281 Salem,OR 97301 Bend.OR 97108 Carlson Testing Inc. Phone(503)684-3460 Phone(9Q)589.1252 Phone(541)330-9155 FA. (503)684-0954 FAX(503)585-1309 FAX(541)330-9163 Special Inspection FINAL SUMMARY LETTER March 6, 2001 1Jl-�;T';V'T VED T0004720 MAR 0 , ZOO] City of Tigard T39a25 S(RH9all 7 B13--8199 FILE" COPY Attn: Building Department Re: Harley Davidson Retail/Repair 10770 SW Cascade Blvd - Tigard JR Permit No. BUP2000-00167/00017 Dear Sir or Madam This is to certify that in accordance with Section 170.1 of the Uniform Building Code and Chapter 24 20, Title 24, we have performed special inspection of the following itern(s) per our inspection reports only: Reinforcing Steel Concrete — Compressive Strength Testing Installation of Expansion, Wedge or Fnoxv Anchors Structural Masonry Structural Steel — Shop and Field, Includes Verification of Welder certifications,Material Certifications and Weld Procedu es Installation of High Strength Bolts All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best Of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building CoJe and Standards, as well as the structural engineer's design changes, approvals and verbal instructions Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office Respectfully submitted, CARIPQN TESTING, INC. Douglas VT Leaho Chief Ex(CWKq*CWLJT'IVF OFFICER DWI.JIs cc Harley Davidson — Ed Wallace, Jr Group Mackenzie Perlo McCormack Pacific P WORO\REPORTSFINIMT0004770 .1� ' r May 22,2000 \ CITY OF TIG ARD Group MacKenzie ORECQN PO Box 69039 \ Portland,Oregon 97201-0039 \ RE: Harley Davidson Site#2000-00017 10770 SW Cascade BUP#2000-00167 Dear Applicant: Your plans and specifications for this proposal have been reviewed for compliance to applicable Oregon codes. the following items require your attention. AccessibilitL�:' 1. Your plans fail to shown the required accessible route to a public way,OSSC, Section 1102 (Accessible Route). Provide details. 2. Provide curb stops back 32"from the accessible route from the accessible parking,in order to not impede the required width of the accessible route. Storm fi s em: 1. Calculations shall be based on the ODOT Hydraulic Calculation Manuel,January 1990,zone 7. Fire Code: I. Pursuant to UFC(TVFR),Section 902.2.1,the access road on the east side does not comply with the 150' rule,and width require--lent shown in UFC, Section 902.2.2.1. Provide details. 2. Hydrants shall be placed in accordance with IJI-C, Section 904.2.1. The existing hydrant and FDC must be moved on site. The lay down of hose will cross a public way,this is not allowed pursuant to TVFR standard operating procedures. Provide details. Energy Code: 1. Provide Oregon Non-Residential Energy Code Forms for ins dation, glass and lighting loads. Fire Lie Sa et I. Provide a complete architectural title sheet. 2. Parts—Room#114- The occupant load is 10,the exits do not comply with OSSC,Section 1004.2.2. Provide details. Service departmEnt—Room# 115--The occupancy separation(1-hr)table 3B, from parts#114 (S2),and drive-in #117A(B),doesn't comply. Door 117 requires a one-hour rating,OSSC, Section 302.3 (4). Detail 10/A8.2 shall include an approved hold open/release mechanism. Door 13125 SW Hall Blvd., Tlgard, OR 97223(503)639-4171 TDD(503)684-2772 Page 2 — Barley Davidson continued 4. 115A must connect with the accessible route to the public way,OSSC,Section 1007.4.1 and OSSC,Section 1102(Accessible Exits). 5. The exterior wall of the H4 occupancy if less than 20' from a Property line requires one-hour construction. Your site plans indicate a distance of 20.61 feet,therefore,the inspector shall be provided with a registered survey that the propert3 setback complies with OSSC,Section 307.2.10. 6. Doors 109A and B shall comply with OSSC,Section 1003.1.2.PruviOc details. 7. Provide a draft stop detail.OSSC,Section 708.3.1.1.2 and 708.3.1.3. 8. Provide means of egress identification and exit illumin:.,ion on the architectural drawings, complying with OSSC, Section 1003.2.8 and 1003.2.9. 9. Provide details that the gutter design shown on drawing A2.3 will comply with OPSC,Table 11- 3.The basis for rainfall shall be based on ODOT Hydraulic Calculations Manuel,January 1990, Zone 7. .Struclurul: 1 Special Inspections shall be as stated on the encloscd forms.Please provide the infomiatiun hi- lighted in yellow and return forms to this writer. 2 Page LD1 —Structural Analysis—Have your Engineer confirm with your mechanical contractor that loads designed for the root'are adequate for mechanical equipment. 3. Provide a statement that OSSC,Section 1633.2.4(Deformation)doesn't apply to this building. trvirountental Air: 1. Provide an analysis on how you will comply with OSSC,Chapter 12. Please provide this information to your mechanical contractor. Planning,Engineering and Water department: Enclosed for your perusal, find copies of these departments outstanding issues. Please rovlde(3)three complete revised setc of architectural,civil and structural dra►virr s. If you have questions regarding the contents herein,please call me at 639-4171 X392. Sincerely, Robert Poskin,CBO Senior Plans Examiner CITY OF TIGARD A Program for Inspection Services and/or Material Testing City of Tigard:Plan Ck.No.5-16C&5-15C SITE#2000-00017 BUP#2000-00167 Project Title:Harley Davidson Address: '0770 SW Cascade Blvd. Architect of Record:Group MacKenzie Phone: 224-9560 Address: PO Box 69039,Portland,Oregon 97201-0039 Structural Engineer of Record:As setout above Phone: 232-2117 Address: 232-2117 Geo-Technical Engineer of Record:Geo Design Phone: 968-8787 Address: 17400 Upper Boones Ferry Rd.,Portland,OR,97224 Provide the following informationfor the testing agenc},chosen to provide inspection services and/or testing. *Testing Agency: Phone: Address: Geo-Technical Agency: Phone: Address: The owner certifies that the above noted Agency has been employed to conduct the special Inspections or observations required herein. * "Notice' Special Inspection reports shall tont preclude the need to have Q1,of'Tigard inspection approval on all re-bar placenn,nt. Signature of Owner Phone No. Date Print name Company name 71te following is a list of special inspection and/or services required by the 1996 Oregon Structural Specialty Code and Tigard Municipal Code 14.06.010 through 14.06.040. The special inspections and/or testing services required for this project to he provided by the Testing Agency,Structural Engineer or Geo-Technical Engineer of Record are as follows: 1. Strurhrc al Ohscrvatior. • Special Inspectors for the Testing Agency shall be qualififd,no the satisfaction of the Building;Official,for inspections of the particular type of construction or operation. • Special inspector:,shall observe the work assigned herein for conformance with the approved plans and specifications and,submit copies of all inspection reports and,a final signed report in accordance with OSSC,Section 1701.3 to the building official. CITY OF T'IGARD A Program for Inspection Services and,'or Material Testing City of Tigard: Plan Ck.No.5-16C&5-15C SITE#2000-00017 BUP#20,00-00167 Project Title: Harley Davidson Address: 10770 SW Cascade Blvd. Architect of Record:Group MacKenzie Phone: 224-9560 Address: PO Box 69039,Portland,Oregon 97201-0039 Structural Engineer of Record: As setout above Phone: 232-2117 Address: 232-2117 Geo-'technical Engineer of Record: Geo Design Phone: 968-8787 Address: 17406 Upper Boones Ferry Rd.,Poitland,OR.97224 Provide rhe following information for dee resting agency chosen to provide inspection services and/or testing. *Testing Agency. Phone: Address: Geo-Technical Agency: Phone: Address: The owner certifies that the above noted Agency has been employed to cunduci ilnc %uncial Inspections or observations required herein. * "Notice"Special Inspection reports shall not preclude the need to have City of Tigard Inspection approval on all re-bar placement. Signature of Owner Phone No. Date Print name Company name i The following is a list of special inspection and/or services required by the 1996 Oregon Structural Specialty Code and Tigard Municipal Code 14.06.010 through 14.06.040. The special inspections and/or testing services required for this project to be provided by the'resting Agency,Structural Er Jneer or Geo-Technical Engineer of Record are as follows: 1. Grading, Compaction, rill,and site preparat'.n and compaction under.slab. 2. Special Inspections as setout on Drawing SO.I Joh#990199 • Special Inspectors for the Testing Agency shall be qualified,to the satisfaction of the Building Official, for inspections of the particular type of construction or operation. r Special inspectors shall observe the work assigned herein for conformance with the approved plans and specifications and,submit copies of all inspection reports and,a final signed report in accordance with OSSC,Section 1701.3 to the building official. e Sent by: GROUP MACKENZIE 5032281285; 03/13/01 13:32; jjtfui'872;Pege 2/5 FILE COPY --jjAf K March 13,2001 City of 7igarc, Budding Department 13125 SW:1&H Bouk Bard Tigard,OR 9727.3-x199 Q , Re. Final Summary Report L)estinadon Hm*17a dvm/BUP 200"0167/000017 1E Group Macker:.'e Project 0990199 _u To Whom it May Concemu. The purpose of this tdtr r i to Certify 1194 periodstr ic uctural I YfltvatiO0 of the above- captioned projel was perfoni-ed in accordance with FMCdon 1702 of the Oregon Structural Speciality Code. To the best of ury knowledge, no unre Aved discrepancies remain and the work is in acceptable general conformance with the plana and specifications. 1 � � Sincet'e�y, R ' H Group Shelly M.8ark, P.E. Mackenrfe, Incorporated A,ch leawr SMC'MPfT/wp Inlenur Deign lontl uaa Pl.nnlny i Group Rarkeede la�laeerle0 � foaerpenhd CIvlVrlrutlu el �, ` fnnlncodne ! rho lroauw.of mackeade enpin"ano and Naotenv1*ma(10 n•nnuai. H'�YRtNRt,?'1i19!IOIY7�WF'It 11F3R1 K/' M A C K E N Z I E ,may"31, '7.000 RECEIVED City of Tigard Attention: Robert Peskin JUN 15 2000 1317.5 SW Hall Boulevard Tigard, OR 977.23-8199 COMMUNITY DEVELOPMENT RE: Harlev-Davidson 10770 S.W. Cascade N S/77,, 0 2000-00017 BOF 41000-00167 Group Mackerzie Project 4990199 0 Dear Bob: E Below are Group Mackenzie's responsm-telow ehoLklist. Attached are three sats of plans ttiith o E the corrections as noted. a a o � Accessibility: 1. Thi, path from the back door is now shown on Sheet C2.0 y 2. As the depth of the parking stall wouldn't allow us to add a wheel stop, we have shifted die o u,ccessible stalls down one stall and put in a compact stall at the building corner. With the compacts shorter length, 0 overhang of 3 feet(in accordance with zoning and code t-.ble M 18.765.1) will not infringe on the 36-inch accessible route, ra r' $Wrm tern I. We do not ai) icipate that the ODOT manual will cause any changes to the plans, but we will subtn*/revised calculations to document that. Group Mackensie. FireC�d' Incorporated 1 The back drive was not rTx=it for fire truck access. The hose length from the front parking dnveway is less than 200 feet. Exception 1, Section 902.2.1 allows the chief to accept other solutions for sprinklered buildings, and this issue was accepted during Design .Ana'Jae��enrnq Review. Group 2. The FDC connection is clurren.dy on site. Access to the fire hydrant at the north property Mar.kenal9 edge need not cross the adj;x=t property, as it is in the public way now and would only Eng inear Ing. need to be accessed along the sidewalk. As for crossing that driveway(for which we haw: Incorporated an t: scment), that i3 private and is no different than Crossing out parking Id driveway, Enginrrnng E �t, (`�`^y tren�bOrtAlnn Ener)- Iy{ 'C 319^^inq 1 The subs providing energy calculations are just now being selec-ted. We will send the -he radvinn -r calculatioms widtin tWe weeks. tlar.kenzu � ::nacrrenmt rnd laexrr.:re SJH9 /• • Jnr r,u•,a rJ H:'PRn1Et:T'3\990199tVNP0EJ I L I.sK Robert Poskins Project#990199 May 31, 2000 Page 2 Firs Life Safety 1, ne title sheet is at=hed with the additional information previously Faxed. 2. 11w parts room exits through the cashier arm then the'`check-in/reception room." We believe this reception room for the service department qualifies for Exception 1, 1004.2.2. 3. We have shown the one-hour wall around the Service Department(room 115) and its roceptitm/cashier/office as a single occupancy group. 4. We have added walkway striping Jong the north.side of the building to connect Door 115A with the curb ramp and sidewalks already shown on Sheet C2.0. 5. An ALTA survey will be,provided towards the end of the job by the owner. 5. Hall 109 exits through door 101 B and has becn added to the path arrows on the exit plan Sheet Al 0. Overhead doors 109A and B are not exit doors. Additionally, overhead door 109B is a fire door with fusible links. j 7. The only "attic" spaces arc above the offices and those areas have been divided by walls into less than the 3,000 SF allowed. 8. Exit signs are located on Sheet A 1.0 and will comply with 1003.2.8 and 9. 9. We will provide calculations on the gutter capac.ty with two weeks. �jT f ll l f ell !. Signed forms will be provided within two weeks. 2. Al rooftop 14VAC equipment loads will he reviewtA by the -,truc:tural engineer prior to installation. The columns are structurally adequate under drift conditions, as the P-Delta is only 1'4, and the structure was designed with far more capacit-*,. Environmental Air The ventilation analysis will be provided in a ft-w weeks when the selected subcontractor has complcttxl his design. If you have questions or require further inthrmation, please de not hesitate W call. Sincerely, David L. Williams al ilhams(OS"ack.com DLW/wp it PRo1FcM?%J99M WP1at;11Ll.SK May 22, 2000 QPrPIVPtI MAY 2 3 2000 CY OF �� Gro jp MacKenzie ;arouo Macenzie OREGON PO Box 69039 Portland,Oregon 97201-0039 RE: Harley Davidson Site#2000-00017 10770 SW Cascade BUP#2000-00167 Dear Applicant: Your plans and specifications for this proposal have been reviewed for compliance to applicable Oregon codes: the follov:ing Mems rcquue your attention. Accessibility: 1. Your plans fail to shown the required accessible route to a public way, OSSC, Section 1102 (Accessible Route). Provide details. 2. Provide curb stops back 32" from the accessible route from the accessible parking, in order to not impede the required width of the accessible route. Storm System: 1. Calculations shall be based on the ODOT Hydraulic Calculation Manuel, January 1990, zone 7. Fire ode: I. Pursuant to UFC (TVFR). Section 902.2.1, the access road on the east side does not comply with the 150' rule, and width req.,iren«nt shown in UFC, Section 902.2.2.1. Provide details. 2. Hydrants shall be placed in accordance with UFC, Section 904.21. The existing hydrant and FDC must be moved on site. The lay down of hose will cross a public way, this is not allowed pursuant to '. 1'A--nd rd operating proC�uureS. P'O":1dC il:•ails. r ode: 1. Provide Oregen Non-Residential Energy Code Forms for insulation, glass and lighting loads. Fire.►.' o e 1. Provide a complete architectural title sheet. 2. Parts - Room #114 —The occupant load is 10,the exits do not comply with OSSC. Section 1004.2.2. Provide details. 3. Service departmt«<—Room# 115 —The occupancy separation(1-hr)table 313, fr--m parts#114 (S2),and drive-in#I 17A(B),doesn't comply. Door 117 requires a one-hour rating, OSSC. Section 302.3 (4). Detail IO/A8.2 shall include an approved hold open/release mechanism. Door 13125 SW Hall Blvd., Tlgard, OR 97223 (503)u39-4171 TDD (503)684-2772 1 4 Page 2 — Harley Davidson •,)ntinued 4. 115A must connect with the accessible route to the public way, OSSC. Secnon 100.4.1 ;Md OSSC. Section 1102 (Accessible Exits). 5. The extenor wall of the H4 occupancy if less than.20' from a property line requires one-hour constriction. Your site plans indicate a distart?e of 20.61 feet. therefore, the inspector shall be provided with a registered survey that the property setback ck mphes with OSSC. Secnon 307.2.10. 6. Doors 109A,md B shall comply with OSSC, Secnon 1003.1.2. Provide details. 7. Provide a draft stop detail. (.)SSC, Section 708.3.1.2.2 and 708.3.1.3. 8. Provide means of egress identification and exit illumination on the architectural drawings, complying with OSSC, Section 1003.2.8 and 1003. 2.9. 9. Provide details that the gutter design shown on drawing A2.3 will comply with OPSC.Table 1 I- 3. The basis for rainfall ;hall be ba,ed on ODO i Hydraulic Calci lations Manuel,January 1990, Zone 7. Stru t�ural: I. Special Inspections shall be as stated on the enclosed firms. Please provide the information ht- 1tgFted to yellow and ret•im torms to this wrtter. 2. Pate LD I - Structural -\nalysi, - Have your Engineer confirm with your mechanical contractor that loads designed for the roof are adequate for mechanical equit,men'. 3. Provide a statement that OSSC. Section 1633.2.4 (Deformation)doesn't apply to this building. Environmental Air: I. Provide an analysts on how you will comply with OSSC, Chapter 12. Please provide this information to your mechanical contractor. Plannirg Engineerin and Water department: Enclosed for vour perusal, tir:d copies of these departments outstanding issues. Please provide (3) three ComDiete revised sets al architectural, cii it and structural draw nes. If you have questions regarding the contents herein, please call me it 639-4l' Sincerely, ted- Robert Poskin. CF46, Senior Plans Examiner June 19, 2000 CITY OF TIGARD Carlson Testing OREGON PO Box 23814 Tigard,Oregon 97223 PERMIT NO: SIT#2000-00017/BUP 2000-00167 OWNER- Harley Davidson PROJECT ADDRESS: 10770 SW Cascade Blvd. PROJECT DESCRIPTION: Retail/Repair TYPES OF SPECIAL INSPECTION: As setout on the enclosed form The owner has notified us that he/she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code, permit documents and special inspection requirements. The owner or the owner's agent must also confirm with you that they have authorized you to do the special inspection work. As the regulatory agency the ::ity requires that you do the following: 1. Submit copies of all inspection reports promptly to the building division, Architect, engineer, and the contractor. 2. Maintain one copy of each field report at the job site. 3. Submit a final report at the completion of each category of work that you Inspec i, (See UBC Appendix Chapter 13 for soils special inspection final report requirements.) If you fail to comply with the above requirements, there may be cause for the City to revoke your authority as special inspector for this job. Should you have any questions,please call me.at(503) 639-4171 X 392. Sincerely, Ro ert D. Poskin, C.B.O. Senior Plans Examiner 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 'CDD(503)684-2772 •a• -- CITY OF TIGARD A Program for Inspection Services and/or Material Testing City of Tigard: Plan Ck.No.5-16C&5-15C SITE#2000-00017 BUP#2000-00167 Project Title:Harley Davidson Address: 10770 SW Cascade Blvd. Architect of Record:Group MacKenzie Phone: 224-9560 Address: PO Box 69039,Portland,Oregon 97201-0039 Structural Engineer of Record: As sutnut above Phone: 232-2117 Address: 232-2117 Geo-Technical Engineer of Record: Geo Design Phone: 969 8787 Address: 17400 tipper Boones Ferry Rd.,Portland,OR.97224 Provide the following information for the testing agency chosen to provide inspection services andlor testing. *Testing Agency: CALL S s 9 'M57-7W9 Phone: t:Sof '114 0 Address. 19,(T u S u, Nu rt Zt Kr-R V(;AyLp oK, 017 17.3 Geo-Technical Agency:(fit Phone: o°78 7 Address: 1-7zfoo 5w up Fzt"J The owner certifies that the above noted Agency has been employed to conduct the special Inspections or observations required herein. * " ' tice 'Special Inspection reports shall not preclude the need to have Cite of Tigard inspection approval on all re-bar placement. Signature of Owne T , Phone No�03-)W3 7W Date 6 13.20Cwd Print name Company name X11! �/TSeP�4SEJ The following is a list of special inspection and/or services required by the 1996 Oregon Structural Specialh, Code and Tigard Municipal Code 14.06.010 through 14.06.040. The special inspections and/or:sting services required for u:is proiect to be provided by the Testing Agency,Structural Engineer or Geo Technical Engineer of Record are as fo!low,: I. Grading,Compaction, Fill,and site preparation and compaction under slab. 2. Special Inspections as setout on Drawing SO.I Job#990199 • Special Inspectors for the Testing Agency shall be qualified,to the satisfaction of the Building Official, for inspections of the particular type of construction or operation. A Special inspectors shall observe the work assigned herein for conformance with the approved plans and specifications and,submit copies of all inspection reports and,a final signed report in accordance v,ith OSSC,Section 1701.3 to the bu;lding official. CITY OF TIGARD A Progra,ii for Inspection Services and/or Material Testing City of Tigard: 'Flan Ck.No.5-16C&5-15C SITE#2000-00017 BUP#2000-00167 Project Title. Harley Davidson Address: 10770 S W Cascade Blvd. Architect of Record: Group MacKenzie Phone: 224-9560 Address: PO Box 690.9,Portland,Oregun 97201-0039 Structural Engineer of Record:As setout above Phone: 232-2117 Address: 232-2117 Geo-Technical Engineer of Record:Geo Design Phone: 968-8787 Address: 17400 Upper Boones Ferry Rd.,Portland,OR.97224 Provide the fallowing information for the testing agency chosen to provide inspectian services and/or testing. *Testing Agency: (fAXLfo,-J 7-K-M 1l Phone: 4,gy -3yeoO Address: 'S'f 30 Nu;l•LIKt K 't'i tTA-" 0&. 111Z3 Geo-Technical Agency: / Phone: Address: The owner certifies that the shove noted Agency has been employed to conduct tine special Inspections or observations required herein. * "Notice"Special Inspection reports shall not preclude the need to have 04,of Tigard inspection approval on all re-bar placement. Signature of Owner Phone No.Cc • 71/1 Date 6.1.3•Zr� Print name Company name The following is a list of special inspection and/or services required by the 1996 Oregon Structural Specialty Code and Tigard Municipal Code 14.06.010 through 14.06.U40. The special inspections and/or testing services required for this project to be provided by the Testing Agency,Structural Engineer or Geo-Technical Engineer of Record are as follows: 1. Structural Observation. • Special Inspectors for the Testing Agency shall he qualified,to the satisfaction of the Building Offi;ial,for inspections of the pariicn!ar type of construction or operation. • Special inspectors shall observe the work ass;gned herein for conformance with the approved plans and specifications and,submit copies of all inspection reports and,a final signed report in accordance with OSSC,Section 1701.3 to the building official. _ Fire Systems ]Test, Inc. 600 SE Maritime Avenue, Suite 300 • Vancouver, Washington 98661 • Phone(360)693-9906 • Fax (503)289-2208 MATERIAL SU13MITTAL FOR HARI.EY DAVIDSON TIGAItD, OREGON Fire Systems Nest JOB # 01-18-1044 � I 01PTIWI 140131 WA ECL MFIRESWI 055LW MATERIAL SUBMITTAL Job Name: Harley Davidson Job Number: 01-18-1044 Na, Item Manufacturer/Model Size Remarks 1 SPRINKLERS ECOH SSP Gem Model F895 3/4"/11.2 K 155° F, Brass ECLH SSU Gem Model F890 3/4"/8.0 K 155° F, Chrome, Chrome SSP Gem Model `A' 1/2"/5.6 K 155° F, Chrome, Chrome Dry HSW Gem Model F960/Q-46 QR '/2'/5.5 K 155° F, Brass, Brass 2 PIPE AND FITTINGS Schedule 10 pipe Grinnell 1 `/o"—8" Allied Super 40fDyna-thread Grinnell 1"-2" Threaded Allied Supet•Flow/Dyna-Flow Grinnell 11/4"49f Grooved or Plain end Grooved Fitting Gruvlok 11/4'1-891 Grooved Grooved Coupling Gruvlok 1 '/a"-8" Grooved Sock-it fittings Grinnell 1 '/a"-2" Grooved 3 VALVES Butterfly Valve Grinnell Model #7700FP 4" Grooved Check Valve Grinnell Model #7800FP 4" Grooved 4 HANGERS Swivel Hanger Ring Grinnell '/2'-8" Wide Mouth Top Beam Clamp Grinnell 3/8"-5/8" Sammy Super Screws Speedy Products 3/8" For Metal 5 EARTHQUAKE BRACES Q-iick Clamp Topco Fig. 220 Quick End Topco Fig. 225 1"-1 '/a" Quick 4-way Topco Fig. 240 1"-1 '/a" 6 SIGNALING/TESTING Flow Switch Potter VSR-F 4" Electric Bell Potter 6" Sight Flow Connection Grinnell F1321 PENDENT, RECESSED PENDENT, AND UPRIGHT SPRINKLERS UNIVERSAL MODEL A QUICK RESPONSE, 3mm BULB TYPE, 1/2" (15mm) ORIFICE, 1/2" NPT** — SSU OEFLECTO 69- ESCUTCHEON -� PLATE SEATING SURFACEi 5 WRENCH FLAT 2.-3/16" " 157,Gmm 1 a 2 3 MODEL F700 or F705 2 3n6" RECESSED — _ NPT (55,6m1mn1 i'1/2 ESCUTCHEON ** (38, MIM) J_- -t r� y SSP DEFLECTOR -------- 2-7/e"173,Cmml DIA. 7/16"(I I,Imm)MAKE-IN PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION Temperature rating is indicated on deflectcr or adjacent to orifice seat on frame. t Flame 3-Gasketed s Bulb "Pipe thread connections per ISO 7/1 can be provided on special request. 2-Burton Spnng 5-Compression 1 Plate Screw 6-Deflector FIGURE A 1/2 INCH ORIFICE MODEL A WICK RESPONSE PENDENT, RECESSED PENDENT, AND UPRIGHT SPRINKLERS refinishing of a ceiling surface without ciation, in addition to the standards DESCRIPTIONGENERAL having to first Shut down the fire pro- of any other authometes having/urrs- tection system and remove the sprink- diction. FailUre to do .so may impair The 1/2 inch (15mm) orifice Universal lers. the integrity of these devices. Model A. Uuick Response Pendent, Recessed Pendent, and Upright The vertical adjustmen( provided by The owner is responsible for main- Sprinklers (Rei. Figure A) arr auto- the Recessed Escutcheons substan- taining their Dire protection system matic sprinklers of the frangible bulb tially reduces the accuracy to which and devices in proper operating con- type. They are"quick response-stan- the length of fixed pipe drool to the dicion. The installing contractor or dard orifice sprav sprinklers" intended sprinklers must be cut Also, the Clo• manufacture-should be contacted rel- for use in fire sprinkler systems de- sure has a 1/2 inch (12,7mm) wide ative to any questions. signed in accordance with the Stan- flange which provides ample clear- dard installation rules recognized by ance for covering the mounting hole. Installation of Model A Pendent the applicable Listing or Approval Sprinklers in recessed escutcheons agency (e.g.. UL Listing is based on other than tare F7GO or F705 will void NFPA 13 requirements).The Pendent, all sprinkler warranties, as well as Recessed Fendent, and Upright possibly void ,he sprinkler's Approt.- Sprinklers all produce a hemispherical APPROVALS AND STANDAQ9S als and/or Listings. water distribution pattens below the de- flector. Laboratory listings and approvals for the 1/2 inch (15mm) orifice Model A The recessed versinns of the Model A Quick Response Pendent, Recessed TECHNICAL DATA Sprinkler are obtained by utilizing the Pendent, and Upright Sprinklers are Model A Pendent Sprinkler in combi- given in Table A. The 1/2 inch (15mm) orifice Model A nation with -either the Model F700 or Quick Resronse Pendent Recessed F705 Recessed Escutcheon lRef. Fig- WAILYING Pendent, and Upright Sprinklers are ures A and C).The Recessed Escutch- The 112 inch orifice Model A Quick rated for use at a maximum service . eons have a separable two-piece de- Response Pendent, Recessed Pendent, pressure of 175 psi(12,1 bar)and they sign which allows installation of the and Upright Sprinklers described Are available in the temperature rat- sprinklers and pressure testing of the herein must be installed and main- ings and finishes indicated in Table A. fire protection system, prior to cFiling tained in compliance with this docu- construction and/or application of a fin- ment,as well as appltcable standards Recessed versions of the Model A ish coat to the ceiling.They also permit of the N'attonal Fire Protection A_sso• Sprinkler are obtained by ut,lizing the Printed in U.S.A. 12.96 TD515M SELECTIQN: trols,permission to shut down the af. Select the appropriate wrench based on the fected fire protection sy,tem must be following requirements: obtained from the props r authorities ) 410(D and all personnel who may be affected • Model A Sprinklers with a natural brass or by this action must he notified. chrome plated finish and where the Wrench Flats shown in Figure Aare acces- It is recommended that autome Bible,maybe be installed using an 8 or 10 © sprinkler systems be inspected q• inch adjustable Crescent type wrench or I terly by a qualified Inspection Sen, the Model F850 Sprinkler Wrench. • Model A Sprinklers with a polyester coated finish roust only be installed with the Model F850 Sprinkler Wrench. l.__1JWARRANTY • Model A Recessed Pendent Sprinklers 1 which are to be installed after :ompletion LWRENCH Lucs Seller warrants for a period of one year of a fixed ceiling must only be installed from the date of shipment (warranty with the Model F850 Sprinkler Wrench. Model F850 Nylon Coated period) that the products furnished Sprinkler Wrench hereunder will be free from defects in material and workmanship. USE: For further details on Warranty, see When using an 8 or 10 Inch adjustable Crescent type wrench,the wrench is to be applied to Price List. the sprinkler wrench flats only(Ret. Figure A). To use the F850 Sprinkler Wrench, slip the Wrench opening over the Model A Sprinkler Deflector by passing the Sprinkler Wrench around the side of the Sprinkler as shown in the above illustration. •r Using a 1/2 inch ratchet drive or by applying an 8 or 10 inch adjustable wrench to the hex A Product :ymbol Number (PSN) is end of the Sprinkler Wrench, 4ghten the sprinkler into the fitting. The two lugs located on not specified when ordering polyester opposite sides of the Wrench Ir:_icate the orientation of the sprinkler frame arms. coated Model A Sprinklers with other NOTE than a white color;when ordering color Push up on the Sprinkler Wrench,while it is being turned,to ensure that the Wrench recess coated Recessed Escutcheons with stays/fully engr ged with the sprinkler wrench flats. other than a white color; or, when or- dering sprinklers with thread connec• Carefully remove the Sprinkler Wrench by disengaging it from the sprinkler wrench flat•,And tions per ISO 7/1. It is suggested that then passing it sideways over the sprinkler deflector. a color chip be provided when ordering FIGURE D special color finishes. Otherwise, re- SPRINKLER WRENCH SELECTION AND USE sponsibility for duplication cannot be t accepted. CcntaPSN 57 XXX ability. - XXX - X -- ct your local distributor for TEMPERATURE Sprinkler Assemblies: RATING Specify: 1/2"orifice, (specify tempera- ture rating), Model A Quick Response 135 135'F/57'C (specify Pendent or Upright) Sprinkler SPRINKLER with (specify type of finish), PSN FINISH 155 155'F/68'C (specify from Table B). TYPE 1 NATURAL BRASS 175 175'FT79'C "Special Order" 371 OR PENDENT 4 WHITE POLYESTER 200 200'F/93'G Sprinkler Assemblies with ISO 7/1 Thread Connections: 370 OR UPRIGHT 9 CHROME PLATED 286 286'F/141'C Specify: tie' orifice, (specify tempera- ture rating), Mbdel A Quick Response (specify Pendent or Upright) Sprinkler TABLE B with (specify type of finish) and with PRODUCT SYMBOL NUMBER SELECTION FOR 1/2 INCH ORIFICE thread connection per 150 T I MODEL A QUICK RESPONSE PENDENT AND UPRIGHT SPRINKLERS Recessed Escutcheon: WITH 1/2 INCH NPT CONNECTIONS Specify: 112" (15mm) Model (specify) Recessed Escutcheon with (specify been exposed to corrosive products of has a cracked bulb or that has lost finish), PSN (specify). combustion, but have not operated, liquid from its bulb (ref. Installation should be replaced if they cannot be Section Note). 1/2•F700 Chrome PSN 56.70t•9.Ot0 completely cleaned by wiping the 1/2•F700 White ........ PSN 56.701.4.010 sprinkler with a cloth or by brushing it NOTES 1/2•F705 Chrome ....... PSN 56.705.9-010 with a soft bristle brush. Absence of an escutcheon, which is 1/2•Fro5 White ..... .... PS14 56.705-4.010 used to cover a clearance hole, may Ca,-9 must be exercised to avoid dam- delay the time to sprinkler operation Sprinkler Wrench: ac i to the sprinklers — both before in a fire situation. Specify: Model F850 Sprinkler a i after installation. Sprinklers dam- Wrench, PSN 56-850-4-001. s ,ed by dropping, striking, wrench Before closing a fire protection system twist/slippage, or the like, must be re- control value for maintenance work on placed.Also,replace any sprinkler that the fire protection system which it con- ®Reg.trademark of GRINNELL CORPORATION,3 TYCO PARK EXETER,NH 03833 A tgCC INTc"a:`iA77CNAL LTD. CCNIPANY MODEL F700 MODEL F705 Sprinkler with the either the F700 or F705 Recessed Escutcheon, for best overall appearance, use Di- FULLY RECESSED FULLY RECESSED mension "A" indicated under the DIMENSIONS DIMENSIONS "Fully Recessed Dimensions"head- ing of Figure C. Otherwise, use Di- Up to 1/2 inch adjustment from Up to 1/4 Inch adjustment frorn mension'A"under the"High Adir ist- minimum 1/4 Inch to maximum minimum 1/4 inch to maximum mast Dimensions"heading. 3/4 Inch recessed position. 1/2 Inch recessed position. case, the remaining adjustment t ccan be used to compensate for the pos- sible manufacturing variations in Dim. Inches MM Dim. Inches MM take-out of the fittting, as well as in A- 518±118tt 15,313,2 A- 1;2i7 12 7 the make-in of the sprinklers(as'per- mitted by ANSI B1.20.1). B-Min, 3/4 19,1 B-Min, 1 25,4 B-Nom. 1 25,4 B-Nom. 1-1/8 28,6 2• After installing the F70U or F705 B-Max. 1-1/4 31,8 B-Max. 1-1/4 31,8 Mounting Plate (or other ascutch- C-Min. 1/4 6,4 C-Min. 1/4 6,4 eon, as applicable) over the sprink- C-Max. 3/4 19,1 C-Max. 1/2 12.7 ler tr,reads, apply pipe thread seal- ant sparingly to the sprinkler threads only. Use of a Teflont based pipe HIGH ADJUSTMENT HIGH ADJUSTMENT thread seala,i.t is recommended. DIMENSIONS DIMENSIONS J. Hand tighten the sprinkhr Into the Lip to 3/4 Inch adjustment from Up to 1/2 Inch adjustment from sprinkler fitting. the flush ceiling rnsition to 3/4 the flush ceiling position to 1/2 Inch recessed position. Inch recessed position. 4. Refer to Figure D and select the appropriate Sp.in!der Wrench for tightening the spr nkler into the Dim. Inches MM Dim. Inches MM sprinkler fitting. A- 1/2±1/4tt 12,7±5,4 A- 3/8±1/Btt 9,5±3,2 The F850 Sprinkler Wrench must be B-Min. 3/4 19,1 B-Min. 1 25,4 uses for installing polyester coated B-Nom. 1-1/8 28,6 8-Nom. 1.1/4 31,8 sprinklers, in order to prevent dam- El-Max 1-1/2 38,1 13-Max. 1.1/2 38,1 age to the sprinlder finish. C-Min. FLUSH — C-Min. FLUSH — C-Max. 3/4 19,1 C-Max. 1/2 12,7 NOTES A leaf: tight 112 inch NPT sprink- ierjoint should be obtained with a torgr e of 7 to 14 ft.lbs. f9,5 to 19,0 Nm). A maximur i of 21 ft. lbs. (28,5.Vm)of tnrqu,is to be used to install the. sprinklers. Higher leu- 2-7/8" OIA. els of torque may distort the f 73,0 mm! sprinkler inlet with consequent leakage or impairment of the sprinkler. FACE 2-1/4"DIA. OF (57,2 mm) Do not attempt to makeup for in- FITTING -- sufficient adjustment in the es- cutcheon ens plate p under- or Readjust I over- MOUNTING tightening the sprinkler. Readjrtst SURFACE the position of the sprinkler fitting to suit. ' 5. In recessed pendent sprinkler instal- / Iatiors, after the ceiling has been _ installed or the finish coat has been appliClosure slide he the F10e; A Dr nkle Ips• Closure over the Model A Sprinkler —C 2b ` and push the Closure over the �A 2 — 0 (3,7 mm) Mounting Plate until its flange comes in contact with the ceiling. t For best overall appearance. CARE AND MAINTENANCE tt Remaining 1/4 inch(6,4mm)of 1- Model A Pendent Sprinkler Automatic, sprinklers must ^ever be adjustment can be used to compensate 2- Madel F700 or P705 Recessed Escutcheon shipped or stored where the . temper- for variations in sprinkler make-in and a-Mounting Plate atures will exceed 100-Fi38-C and fitting take-out. b-Closure they must neve. be painted, plated, FIGURE C coated or otherwise altered after leav- MODEL A RECESSED PENDENT SPRINKLER ASSEMBLY ing the factory Modified sprinklers WITH TWO-PIECE MODEL F700 OR F705 RECESSED ESCUTCHEON must be replaced.Sprinklers that have I SPRIn;1LC:'F!NICH TYPE TEMPERATURE BULB NATURAL CHROME POLYESTER RATING LIQUID BRASS PLATED COATED COLOR All Colors) 135'F/57'C Orange PENDENT 155'F/68'C Red and 175'F179'C Yellow 1,2,3,4,5,6 UPRIGHT 200'F/9TC Green 286'F/141'C Blue RECESSED 135'F/57'C Orange PENDENT 195'Fi68'C Red with 1,2,4,5,6 RECESSED F700 1,2,4,5,6 Yellow ESCUTCHEON 200'F/93'C Green RECESSED 1S5'F/57'C Orange PENDENT 1,15' ' F/57C Red with 1,2,3,4,5,6 1,2,4,5,6 RECESSED F7055 175'F/79'C Yellow ESCUTCHEON I 200'Fi93'C Green NOTES: 111sted by Underwriters Laboratories,Inc.as Quick Response Sprinklers. 2.Usted by Underwriters'Laboratories of Canada as Quick Response Sprinklers. 3.Approved by Factory Mutual Research Corporation as Quick Response Sprinklers for use in Light or Ordinar/Hazard (Groups 1 and 2) Occupancies.The FM Approvals are for wet sprinkler systems only and ex,Juds occupancies involving low flash point (less than 100'F/38'C)flammable liquids or flammable hydraulic liquids. 4.Approved by the!oss Prevention Council(United Kingdom)as Ouick Response Sprinklers. 5.Approved by the Scientific Services Laboratory(Australia) as Quick Response Sprinklers. 6.Accepted by the City^f New York under MEA 24 i-94•E. TABLE A LABORATORY LISTINGS AND APPROVALS Model A Pendent Sprinkler in combi- the bulb liquid color as a function of DISCHARGE IN U.E.GALLONS PIN MINUTI MON) nation with either the Model F700 or temperature rating. to Is to fs 30 36 F705 Recessed Escutcheon. 1 he Re- cessed Escutcheons are available The F700 and F705 Reces"ed Es- with CURVE ONLY with a chrome plated finish or a coated cutcheons provided for use with the MAN.PIN SEURi ITs rel finish in any color. Model A Pendent Sprinkler (Ref. Fig- /0 ure C) have a Closure and Mounting The nominal discharge curve plotted in Plate fabricated from low carbon steel. _ Figure B represents the flow "O" in The Mounting Plate prongs, which are ,o �' �. �.e GPM (LPM) as determined by the fol- compressed back into the Mounting lowing formula: Plate as the Closure is pushed over it, 35 maintain a tight friction fit between the p _ I,s E Q=K�p` two pieces. The Mountina Plate and a 70 Closure can also swivel relative to ° Where the nominal discharge cceffi- each other and compenuate fcr minor cient "K" equals 5.6 (80,7); and, "p" non-perpendicularity between the �le rARTi LOUR a NlY equals the residual flowing pressure in Model A Sprinkler and the ceiling. psi (bar). Listing standards permit the s sa Ts lee ue lee actual value of "K" to vary from 5.3 to DIlCMAAOE N LITRES PER MINUTE 5.8(76,4 to 83,6);however,for hydrau lic calculations,a K-factor of 5.6 (80,7) a FIGURE B is to be applied. _ NOMINAL DISCHARGE CURVE — NUTES The Frame of the Model A Sprinkler Do not install any bulb type sprinkler all sprinkler warranties, as u-il as (Ref. Figure A), is bro ize per ASTRi if the bulb is cracked or there is a loss possibly void the sprinkler s Approv- B176 (C87800) or, a proprietary alloy of liquid from the bulb. With the als and/or Listings. designated CIM. The Button (bulb re- spr;nkler held horizontal,a small air tainer) is phospher bronze per ASTM bubble should be present. The diame- The Model A Sprinklers must be in- B103 (C51000 or C52100). The Gas- ter of the air bubble is approximately stalled in accordance pith the follow- keted Spring Plate consists of a Beryl- 1116 inch (1,6mm) fo^ the Ing instructions. ium Nickel(N03360)disc spring that is 1357/57'17 to 3/32 inch(2,Jmm)for sealed on both Its inside and outside the 2867114.1'C rating. (At higher 1. Prior'.o installing pendent sprinklers faces with a Teflont gasket.The Com- ambient temperatures, the bubble and if applicable,%anty that the face pression Screw is bronze per ASTM may be barely perceptable for• the of the sprnk`er fitting is within the 8140 (C31400) and the Deflector is lower temperature ratings.) proper range of distance which c 4 brass per ASTM B152 (C11000). The be accommodated by the type Model A Sprinklers utilize a 3mm diam- Installati-,n of Model A Pendent escutcheon being used. stAr frangible bulb. 7ablp A indicates Sprinklers in recessed escutcheons other than the F700 or F705 will void When installing a Model A Pendent t DuPont Registered Trademark EXTENDED COVERAGE LIGHT HAZARD SPRINKLERS PENDENT AND RECESSED PENDENT MODEL F890 DESIGNER QUICK RESPONSE, 3mm BULB TYPE, 17/32" ORIFICE SPRINKLER 1/2 (12,7 mm) 2-7/8' WRENCHING AREA MAKE-IN - --- (73 0 mm) — (BOTH SIDES) DIA'. 3/'4" NPT _ 2-3/8' — - - � 4 MODEL f-705 RECESSED 1-5/8' ESCUTCHEON g (41,3 corn) I/ 9 P�NQ NT R E C E 5 5 E2_E1_N2LN_T PENDENT SSR SSS 5 aT N t -Frame 3-Gasketed 4-Bulb 6.Deflector' 2 Button Spring 5-Compreswn Plate Screw Temperature rating is indicated on deflector. Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE A 17/32 INCH MODEL F890 QUICK RESPONSE EXTENDED COVERAGE LIGHT HAZARD PENDENT AND RECESSED PENDENT to 1;2 inch (12,7 mm ) of adjLstment signer CuickGENIFFIAL P.tsprnoe Ez;er,de� DESCRIPTIONfrom the flush pendent position. The Coverage Light Hazard (ECLH) Pen- F705 is a separable hnro-piere design dent and Pecessed P-_ndert Sprin- The 17/32 inch orifice Model F890 which allows installation of the sprin- klers are given in Table A. Designer Quick Response Extended klers and pressure testing of the fire Coverage light Hazard (ECLH) Pen- protection system, prior to ceiling con- The laboratory listings and approvals dent and Recessed Pendent Sprin. struction and/or application of a finish only apply to the service conditions klers (Ref. Figure A) are automatic, coat to the ceiling. They also permit indicated In the Technical Data and sprinklers of the frangible buib type. refinishing of a ceiling surface without Design Cr;'nria sections They are intended for use in automatic having to first shut down the fire pro spri !,ler systems designed In accord- tection system and remove sprinklers. WARVLVG r The Model F890 Designer Quick Rv• once wit` standard installation rules (e.9., NEPA 13) for the protection of The adjustment provided by the F705 sponse Extended Coverage Light Haz- light hazards up to a maximum cover- substantially reduces the accuracy to and (ECLH) Pendent and Recessed age area of 400 ft2 (37,2 m2), as corn- which the fired pipe drops to the sprin- Pendent Sprinklers described herein pared to the maximum coverage area klers must be rut. Also, the Closure must be installed and maintained in of 225 ft2(20,9 m2)for standard cover- has a 1/2 inch (12,7 mm) wide flange compliance with this document, as age sprinklers. which provides ample clearance for well as with the applicable s'andards covering the mounting hole. of the National Fire Protection Asso- The recessed version of the F890 ciation, in addition to the standards v ECLH Sprinkler i obtained by combin f any other authorities having juris- ing the pendent sprinkler wi".h the diction. Failure to do so may impair Model F705 Recessed Escutcheon APPROVALS ANe STANDARDS the integrity of these devices. (Ref. Figures A and C). The F705 Re- cessed ESCLItcheon provides 1/4 inch Laboratory listirgs and approvals for The owner is responsible for main- (6,4 mm)of recessed adjustment or up the 17/32 inch orifice}yodel F890 De- taining their fire protection system T0594 Printed in U.S.A.11-97 SPRINKLER FINISH BULB POLYESTER TYPE TEMPERATURE COLOR NATURAL CHROME COA—) RATING CODE BRASS PLATED All Co,.rs) 135'F/57'C Orange PENDENT 155'F/68'C Red 1,2 175'F.r79'C Yellow 135'Fi57'C Orange RECESSED' 155'Fi68'l. Red 1,2 175'F/79'C Yellow NOTES: 1 Listed by Underwriters Laboratories, Inc. 2 Listed by Underwriters Laboratories for use in Canada (i.e.C-UL L,$)ed) Installed with 3/4 Inch Madel F705 Recessed Escutcheon. TABLE A LABORATORY LIST INGS AND APPROVALS COVERAGE AREA MINIMI I MINIMUM SPRINKLER APPLICATION W x L FLOW PRES?) TEMP.RATING FT.x FT.(m x m) GPM (LPM) PSI(BAR) °F 16 x 16 (4,9 x 4,9) 26 (98) 10.3(0,71) 106, 155, 175_ QR-EC(a) 18 x 18(5,5 x 5,5) 32(121) 1 15.6(1,08) 135, 155, 175 20 x 20 (6,1 x 6, 40 151) 24.4(1,68) 13fi, 175 NOTES: (a)For use;n OR-EC and EC Light Hazard Occupancy automatic sprinkler system applications pdr NFPA 13. (b)Requirement is ba -H on minimum flow in GPM from each sprinkler.The indicated residual pressures are based on the nominal K-factor. (c)The F890 ECLH Sprinklers are only permitted to be used with unobstructed,smooth ceiling construction as defined by NFPA 13. (d)Follow the requirements of NFPA 13 for spacing of the F890 ECLH Sprinklers with respe:t'.o ceiling mounted obstructions. (e)The minimum allowable spacing between the F890 ECLH Sprinklers,to prevent cold sulderirg,is 8 feet(2,4 m). (I)The maximum permitted ceiling slope for F890 ECLH Sprinklers is a 2 inch(50,8 mm)rise over a 12 inch(304,8 mm)horizontal run. (g)The deflector-tc-cailing distance for the F890 ECLH Sprinklers is 1.5/8 to 12 inches(41,3 to 304 1- unless the Model F705 Recessed Escutcheon is utilized. TABLE B UL AND C-UL LISTING CRITERIA FOR INSTALLATION OF 17/32 INCH ORIFICE MODEL MODEL F890 QUICK RESPONSE EXTENDED COVERAGE LIGHT HI.ZARD PENDENT AND RECESSED PENDENT SPRINKLERS and devices in proper operating con- Sprinklers are obtained by utilizing the The F890 utilizes a 3 mm Bulb with a ditiun. The installing contractor or Model F890 Pendent Sprinkler in com- die-cast dezincificatien resistant manufacturer should be contacted bination with the Model F705 Re bronze alloy Fram a.The two pieces of relative to any questions. cessed Escutcheon. The Model F73 the Button Assembly are constructed Escutcheons are available either with from brass per ASTM B16 (036000) a chrome plated finish or a coated fin- and copper (C12200). The Gasketed ish in any color. Spring Plate consists of a Beryllium TECHNICAL DA�A Nickel (NO3360) disc spring that is The nominal discharge curves plotted sealed on both its inside and outside The 17/32 inch orifice Model F890 in Figure B represent the flow "Q" in edges with a Tefiont gasket. The Designer Quick Response Extended GPM (LPM) as determined by the for- Compression Screw is as bronze Def per Coverage Light Hazard (ECLH) Pen- mula: dent and Recessed Pendent Sprin- 0=K�p for is brass per ASTM B36 (C22000). klers are rated for use at a maximum service pressure of 175 psi (12,1 bar) where the nominal sprinkler discharge The F705 Recessed Escutcheon pro- and they are available in the tempera coefficient'K*equals 8.1 (116.8); and vided for use with the F890 ECI " ture ratings and finishes indicated ii :p" = pressure in psi (bar). Listing Sprinklers (Ref. Figure C) has a C Table A. standards permit the actual value of sura and Mounting Plate fabrica "K" to vary 'rnm 7.4 to 8.2, (106,6 to from low carbon steel. The Mountt,.y Recessed versions of the F890 ECLH 118,1). Fiaie p10110, wh'!C„ aro GGrTiN,655eu _2_ t DuPont Registered Trademark DRY SPRINKI_E_RS, QUICK RESPONSE HORIZONTAL SIDEWALL MODEL F960/0-46 DESIGNER, OR, 3 mm BULB TYPE, 1/2" (15 mm) ORIFICE construction, or installation economy use in applications where the sprin- GENERAL DESCRIPTIOrAconsiderations. klers and/or a portion of th3 connect- ing piping may be exposed to freezing The 1/2 Inch orifice Model F960/0-46 Available in a wide range of operating temperatures (e.g. Horizontal piping Quick Response Designer Dry Hori- temperatures and in order lengths of extensions from a wet pipe system zontal Sidewall Sprinklers (Ref. Figure 1/2 inch increments from 2-1/2 to 48 'hrough a wall to protect a freezer or A)are autornatic sprinklers of the fran• inches, the 1=960/0-46 is intended for an unheated area of a building). gible bulb type. They are "quick re- sponse - standard orifice sidewail sprinklers" intended to be used in fire TEMPERATURE RATINGS AND 9UL9 sprinkler systems designed in accord- LIQUID COLOR CODE: arca with the standard installation 135'F/57°C R Orange 1551F/6d°C ea rules recognized by rhe ,ppl ;able (9 1751F/79°C Yellow Listing or Approval agency (e.g., UL 200°F/93°C Green Listing is based on NEPA 13 require- 286'F/141°C Blue ments). NOMINAL K-FACTOR: They are designed for installation 5.5(GPM/ps012) along a wall and just beneath a smooth 79.2 (LPM/barlr2) waterway horizontal, these sprinklers " ORDER ches IHS: 2 produce a quarter-spherical water dis- charge pattern that Is predominately FINISH COMBINATIONS: directed downward and outward from Sprinkler Escutcheon the deflector;however, a portion of the Chrome Plated Chrome Plated spray is directed towards the backwall. Chrome Plated White Painted F'orizontal sidewail sprinklers are gen- Natural Brass White Panted --� erally used in lieu of pendent sprin- klers because of aesthetic, building MOUNTING "S" ORDER LENGTH FACE OF SURFACE i SPRINKLER (WALL) 2-1/2" (03,5 mm) MINIMUM FITTING 48 (1,22 m) MAXIMUM 4" X101,6 mm) 9/16" (14,3 mm) COMPONENTS: NOMINAL NOMINAL MAKE-IN * Db 1-Oellec!or 3" DIA. 1(44,5-3/4 mn•,) /mm -Framm (g e �*SHOWN 9O' (78,2 m) RECOMMENDED ) OUT OF 9-Guide Tube POSITION ---I 1 Sub-assembly 4-Water Tube •TEMPERATURE t° 2 3 \ 4 5 ---1---11 RATIiiC IS ------ - 5-Spring INOICATEO CN - DEFLECTOR � \ 1' r1PT VENT*• 6-Compression -__ Screw3.5 ' 7-Bulb I I 8•8ulb Seat — i 1' DIA. 9-Casing (25,4 mm) 10-Yoke 11-Inlet 5/18- I I T I ----------J- (7,9 mm) L I 12-Plug 13.0 Ring Seal Ll CENTERLINE _ _ -"� 14-Escutcheon, OF WATERWAY / \ l I _ InnerPlecs8 7 8 14 15 9 10 11 12 13 IS-Escutcheon, Outer Piece FIGURE A MODEL F960/0-46 DRY HORIZONTAL SIDEWALL SPRINKLET, :KITH STANDARD ESCUTCHEON PLATE T0554 Printed in U.S.A.B-98 50 3.5 TECHNICAL DATA 'A 'Ai rJRVE OMI! a�RiAL OIIRY rNl �- MAXIMUM PRESSURE MAXIMUM PRESSURE. -' V 45 75 Psi 12,07 BAR The 1/2 inch orifice Model F960/0-49 3 '0 Quick Response Dry Horizontal Side- 40 }� wall S Inklers are rated fcr use at a Sprinklers s5 2 5 maximum sery ce pressure of 1'r 5 p' The ava able temperature ratings, h z der lengths, sprinkler finishes, and a_ W .,0 ' w ,a n cutcheon plate finishes are given In 0 25 r` _ Figure A. 0 2(' _ . �� a 1,5 The F960,'0-46 must be installed with g - a deflector to ceiling distance of 4 to 12 = 1 inches To melt th's requirement, the 5 7. 1,0 centerline of tho sprinkler waterway (Ref. Fig, A) mus, be between 4-5/16 and 1?-5/16 in below the ceiling. a 5 0,5 10 15 20 25 30 35 40 50 75 100 125 15C The nominal discharge curves plotted OISCHARCF IN U.S GALLONS PER MINUTE OISCAARCE IN LITRES PER MINUTE in Figure B represents the flow "Q" In (CPM) PM) GPM (LPM) as determined by the ior- FIGURE B mula: NOMINAL DISCHARGE CURVES D=K4p where the nominal sprinkler discharge When the F960/Q-46 is in service, coefficient "K" equals 5.5 (79,2); and water is prevented from entering the APPROVALS AND STANDARDS p"equals thp residual pressure In psi assembly by the Plug and O-Ring Seal (bar). Listing standards permit the ac- in the Inlet of the Sprinkler.Upon expo- The 1/2 inch orifice Model HorizF960ontal Side- tual value of"K"to vary from F.3 to 5.8 sure to a temperature _ufficient to op Quick Response Dry Honzontal Side (76,4 to 83,6); however, for hydraulic elate the Bulb, the Bulb shatters and wall Sprinklers are listed by Underwrit- calculations a K-factor ,of 5.5 (79,2) is the Bulb Seat is released. The r:om- ers Laboratories Inc ar.d UnderNrit- to be applied. pressed Spring is then able to expand ers'Laboratories of Canada for use in and push the Water Tube as well as the Ordinary Hazard Occupancies. Figure A illustrates the F960/0-46 as- Guide Tube outward.This action sirnul- n nbly I he Plug and Inlet are brass taneously pulls outward on the Yoke, The 1/2 inch orifice Model F960/0-46 per ASTM B16 (C36000), and the 0- withdrawing the Plug and O-Ring Seal Quirk Respor—e Dry Horizontal Side- Ring Seal is silicone rubber. The C `rum the Inlet and initiating water flow. wall Sprinklers are approved oy Fac- Ing is gal united carbon steer tory Mutual Research Corporation for ASTM A135 Grade A. The Framt The Escutcheon Plate has been de- use in Light Hazard Occupancies. bronze per ASTM B62 (C83600), the signed to provide 1 inch of total hori- Deflector is brass per ASTM 836 zontal adjustment (plus or minus 1/2 The laboratory listings and approval (C22000), the Compressicn Screw is inch), to assure proper field position- only ap-' to the temperature ratings, bronze per STM 8140(C31400),and ing and to reduce the accuracy to order lengths, sprinkler finishes, and the two piece s of the Escutcheon Plate which the sprinkler fitting must to in- escutcheon plate finishes stated in are 0.020 inc`. thick carbon steel per stalled.The 3 inch outside diameter of Figure A. SAE 1008/1010. The Water Tube is the outer piece Cr the Escutcheon brass per ASTM 8135 (C33000). The Plate combined with the 1-3/4 inch di W: 1 v Bulb Seat, Spring, and Yoga are all ameter clearance hole size also con- The Model F960/Q-46 Quick Re- Type 302 stainless steel The Guide tributes to the ease of installation by sponse Dry Horizontr_l Sidewall Tube sub-assembly is constructed of covering offset clearance holes. Sprinklers described herein must be Type 302 stainless steel and brass per installed and maintained in compli• ASTM B16 (C36noo). The Escutcheon Plate is a separable ance with this document, as well as two-piece design which allows installa- applicable standards of the National tion of the sprinklers and pressure Fire Protection Asociation, in addi- testing of the fire protection system, tion to the standards of any other prier to wall construction and/or aepli- autkorities having jurisdiction. Fail DESIGN cation of a firi_h coat to the wall.It also ure to do so may impair the integrity per nit, refinishing of a wall surface of these devices. The F960/0-46 Dry Horizontal Side- witfh,:ut having to first shut down the wall Sprinklers are to be installed in the (ire protectcn system and remove the The owner is responsible for main- 1 inch NPT outlet of a malleable iron sprinklers. taining their fire protection sy,tern threaded tee fitting per ANSI 216.3 or and devices in proper operating, con- cast iron threaded tee fitting per ANSI dition. The installing contractor or B16.4 with the end sprinkler fitting on manufacturer shnu.ld be cortr_cted a branch line to be plugged as shown relative to any questions in Pigure A; or, installed in the side outlet of a Gruvlok®Figure 7105 Sock- The Model F960/Q-46 Quick Re- ItTM x 1 inch NPT side outlet fitting sponse Dry Florizontai Sidewall manufactured by Grinnell Carporati Sprinklers must only be installed in fittings that meet the requirement of NOTZS the System Design section. Do not install the F960 into any other SPRI;GINPCH ('10 sP'Rlf type_ fitting without first consulting Frame, Deflector, Bulb Seat, or Bulb. FITTING LE'iE- the Technical Data Department.Fail• Failure to prevent the formation of ure to use the appropriate fitting may condensate could result in the build CENTERLINE result in binding of the inlet Plug or up of ice around the re:eastn.g,:ompo- - CF SPRINKLER WATERWAY insufficient engagement of the inlet vents and, cortsequenlly,either an in• mm) CP pipe threads with consequent leakage. aduertant operation of the sprinkler LONGE= NIP-LZ or,impaired operation due to educed SPRINKLER r SP' R'T Branch, cross, and feedrrain piping thermal sensitivity. \ LEVE'-— r that is connected to dry horizontal sidewall sprinklers and subject to freezing temperatures must be pitcned SPRINKLER DERECTOR for drainage in accordance with the INSTALLATION minimum requirements of the National FIGURE C Fire Protection Association for dry pipe NOTES LEVELING OF sprinkler systems. The Model F960/Q-46 Dr,, Worizon SPRINKLER FITTING tal Sidewall Sprinkler must only be AND DEFLECTOR The outer piece of the Escutcheon installed in fittings that meet the re Plate cannot be used to hold the quirements of the System Design sec- F960/0-46 Sprinkler in position. Pipe tions. support must be provided in accord- ESCUTCHEON oUTEn PIECE ante with the minimum requirements Refer to the System Design section for of the National Fire Protection Asso- other important requirements regar.1- �. ciation with respect to armovers and ing piping design. wall mounted sidewall sprinklers. Do not install any bulb type sprinkler ESCUTCHEON. When dry horizontal sidewall sprin- if the bulb is cracked or there is a loss INNER PIECE klers are to be used in wet pipe sprin- of liquid from the bulb.Witl,the sprin- kler systems prctsctins areas subject kler held horizontal,a small air bub- to freezing temperatures (e.g., .cool- ble should be present.The diameter of J ers or freezers),consideration must be the air bubble uaries from approxi- given to the appropriate length of the mately 1/16 inch for the 1357157°C sprinkler that will prevent freezing of rating to 1/8 inch for the the water in the Connecting pipes, due 28671141'C rating. to conduction. When the temperature surrounding the wet pipe sprinkler sys- The sprinkler fitting should be located tem is maintained at a minimum tern- so that the face-of-fitting tc mounting ° O5 perature of 400F/40C,the following are sLlrface distance iQ within plus or mi, the minimum recommended lengths nus 1/4 inch (6,4 mm) of the sprinkler FIGURE D between the face of the F960/0-46 order length. The remaining escutch- ESCUTCHEON OUTER PIECE sprinkler fitting and the outside surface eon plate adjustment can then be used INSTALLATION of the protected area (i.e., length ex- to compensate for the possible manu- posed to minimum ambient of factoring variations in the take-out of 40°F/4'C): the fittings, as well as in the make-in o! 1.With pipe thread sealant appied to the sprinklers (as permitted by ANSI the pipe threads, hand tighten the • 6 inches when the temperature 81.20.1)• sprinkler into the sprinkler fitting. within the protected area is 0°F; The F960/0-46 must be installed wilti 2.Wrench tighten the F960/0-6 by • 12 inches when the temperatu;-, a deflector to ceiling distance of 4 to 12 wrenching on the Casing with a pipe within the protected area is -20°F; Inches. to meet this requirement, the wrench, whenever the Casln7 is centerline of the sprinkler waterway readily accessable.Otherwise,use a • 18 inches when the temperature (Ref. Fig, A) must be between 4.5/16 10 inch adjustable wrench applied to wit`in the pr:;13ctad aria io -4C°F; and 12.5/16 inches below the ceiling. the wrench flats of the Frame. and, The Model F960/0.46 must be in- NOTES • 24 inches when the temperature stalled with the centerline of the water- A laak tight 1 inch NPT sprinkler within the protected area is -50°F way horizontal and perpendicular to joint should be obtained with a the back wall surface.The word"TOP" torque of 20 to 30 ft.lbs. Higher For protected area temperatures be- on the deflector must face upwards levels of torque may distort the tween those given shove,the minimum toward the ceiling. Inlet with consequent leakage or recommended length from the face o! impairment of the sprinkler the fitting to the outsidii of the pro- It is recommended that a lightweight tected area may be determined by ire- spirit level tless than 1 pound),be used Do not attempt to make-up for in- terpolating between the indicated val- to level the sprinkler fitting and the sufficient adjustment in an es- Lies. sprinkler Deflector,as shown in Figure cutcheon plate by under or over- C. tightening the sprinkler.Readjust NOTE theposition of 0he.sprinkler fitting When the F9601 Q•46 Sprinklers NOTE to suit. penetrate a wall into an area subject The Def7ec:or is angled forward- to freezing, the clearance space downward at a nominal angle of 3.5°; 3.After the wall has been installed or • around the Sprinkler Casing must be consequently, the .pmt level must be the finish coat has been applied,in n - complet--ly sealed, in order to prevent carefully posil4oed left-to-right, stag the outer piece of the Escutch- the leakage of moist air into the freez- when using it .o level the deflector eon as follows: ing area wF.ich might result in the Proceed with the installation as fol- a. Refer to Figure 0 and place the formation of condensate around the lows: outer piece of the Escutcheon PSN 60 - XXX - X -- XXX J '5'ORDER LENGTH ' TEMPERATURE INCHES DEGMAL RATING (FOR EXAMPLE) 340 135'F/57C 1025 2 SPRINKLER ESCUTCHEON PLATE 341 1551F/68'C Flf f'�H FINISH 080 8 0' 342 175'F/79°C 0 CHROME PLATED WHITE PAINTED 180 180, 343 200°F/93'C 1 NAi Ui BRASS WHITr?PAINTS; 185 18 344 286-F/ 141°C 9 CHROME PLA•c^ J CHF!OME PLATED E 47 5' 48 0' TABLE A PRODUCT SYMBOL NUMBER SELECTION FOR MODEL F960/0-46 aR DRY HORIZONTAL SIDEWALL SPRINKLERS WITH STANDARD ESCUTCHEON PL;.TES over one side of the Deflector Before closing a fire protection system ORDERING PROCEDURE with one pair of the Prongs at the control value for maintenance work on bottom as shown in Figure C, the fire protection system which it con- and F98C/r� a6 Quick Response and with the other pair of Prongs trols,permission to shut down the af• M Horizontal Sidewall Sprinklers are directly above the Deflector. fected fire protection system must be furnished based upon "Ordered obtained from the proper authorities Lengths"a as measured from the face of b. Pat,' the outer piece of tri, Es- and all personnel who may be affected the all to the face of the fitting in r_utchtnn over the Deflector by by this action must be notified. which the individual sprinkler is to be horizontally swinging the outer piece 900 towar!s ,he wall. It is recommended that automatic installed (refer to Figure A). After the sprinkler systems be inspected quar- measured length is taken, round the c. Slide the outer piece of the Es- terly by a qualified Inspection Service. measurement up or down to the near- est 1/2 inch increment of 2.1/2 to 48 cutchean over the ilner piece until the outer piece contacts the NOTES inches. Orders must include the r wall It is recommend-a that the piping scription and Product Symbol N- wall. 111.11 ,_-. LL Iia .)rl�tWli 11 Ler" • h:,:rUl sprinklers be periodically checked to S rinklers: assure that proper pitch and drainage Specify: (temperature rating) Model CARE AND MAINTENANCE IS in accordance with the minimum F960/U 4(t mp Dry Horizontal Side requirements of the National Fire wall Sprinkler with(specify type)finish Automatic sprinklers must never be Protection Association,if the piping is Sprinkler and (specify tyre) finish shipped or stored where their tempera- subject to freezing temperatures. Standard Escutcheon Plete and "S" tures will excead 100°F/38°C and they Order Length u (specify)P inches, PSN must never be painted, plated, coated A Vent Hole is provided in the Bulb r g or otherwise altered after leaving the Seat (Ref Figure A) to indicate that (specify ,rom Table A). factory.Modified sprinklers must be re- the Dry Horizontal Sidewal: Sprin- Contactour local distributor for avail- placed. Sprinklers that have been ex- kler is remaining dry. Evidence of ability. y posed to corrosive products of com- leakage from this Vent Hole is an in• bustion,but have not operated. should dication that there may be weepage Replacement Parts: be replaced if they cannot be com- past the O-Ring Seal and,therefore,it S ecif F960/0-46 Standard Outer pletely cleaned by wiping the sprinkler is an indication that the sprinkler Escutcheon with (specify finish), PSN with a cloth or by brushing it with a soft mutt be removed for determining the eclf bristle brush. cause of leakage (e.g. an improper in- (sp Y) stallation ocean ice plug).The fire pro- Panted While PSN 56.960-0.007 Care must be exercised to avoid dam- tection system control value must be Chrome Plated PSN 56.960.9.0107 age to the sprinklers — both before closed and the system drained before and after installation. Sprinklers dam- removing the sprinkler. aged by dropping, striking, wrench PATENTS twist/slippage or the like, must be re- laced.Also,replace any Sprinkler that U.S.A.Patent No.5,188,185 applies to has a cracked bulb or that has iost the Model F960/0-46 Quick Response liquid from its bulb. (ref. Inst3lIation Section Note� Seller warrants for a period of one year Dry Horizontal Sidewall Sprinklers. from the date of shipment (warranty NOTES period) that the products furnished Absence of the outer piece of an e•,- hereunder will be free from defects in cutcheon, rahicA is used to cover a material and workmanship. clearance hole, may delay the time to sprinkler operation in a fire situation. For further details on Warranty, see Price List. ®Reg.traderrark of GRINNELL CORPORATION,3 TYCO PARK,EXETER,NH 03833 A t'yca INTERNATICNAL LrD C0A,1P4N' ��r A X EXTENDED COVERAGE ORDINARY HAZARD SPRINKLERS MODEL F895 DESIGNER, K=11.2 & K=14.0, 3/411 tIPT** _ For NFPA Unobstructed or Non-Combustible Obstrucied Ceiling Construction ESCUTCHEON PLATE MCCEL F7CO SF-ATING SURFACE RECESSED _ ESCUTCHEON 1 WRETCH 2 FLAT 2-7/i6- _ WRENCH FIAT 2-7/16- ' I _ (5I,9 me A , 1_11,,6 Ir i (42,7 mm) 1/2' _ --- — -- (12,7 mm) 7 7/16 (11,1 mm) _ MAKE-IN 2-7/8 (73,0 mm) DIA. 3/4' NPT•• CROSS SECTION PENDENT RECESSED PENDENT UPRIGHT 1 -Frame 3-Gaske led A•Bulb 6•Defle-tor' 2•Button Spring 5-Compression 7-Plntla Plate screw ' Temperature rating is indicated on deflector. " Pipe thread connections per I50 7/1 can be provided on special revuest. FIGURE A EXTENDED COVERAGE ORDINARY HAZARD {SPRINKLERS 11.2 K-FAC'OR MODEL F895(SIN G1893) PENDENT a (SIN G1894) UPRIGHT 14.0 K-FAC TOR MODEL F895 (SIN G1895) PENDENT & (SIN G1896) UPRIGHT have shuwn that protection pro- has a 1;2 inch (12,7 mm) wide flang AL DESCRIPTION,S � a vided by the F895 ECOH Sprinklers is which orovides ample c;ear,nce fc hequal to or more effective than stand- covering the mounting hole. The 11.2 and 14.0 K-Factor, Model and spray sprinklers. F895 Designer Extended Coverage Ordinary Hazard (ECOH) Pendent, The recessed version of the F895 Recessed Pendent and Upright Sprin- ECCH Sprinkler is obtained by c-m- APPROVALS AND STANDARP klers (Ref. Figure A) are automatic: bining the pendent sprinkler with the sprinklers of the frangible bulb type. Model F700 Recessed Escutcheon Laboratory listings and approvals fr: Thay are intended for use in automatic (Ref. Figures A and 8). The F700 Re- the 11.2 and 14.0 K-Factor, Moc,r sprinkler systems designed in accord- cessed Escutcheon provides 1/2 inch F895 Extended Coverage Ordinar ance with standard installation rules (12,7 mm) of recessed adjustment or Hazard (ECOH) Pendent, Recess): (e.g.. NFPA .,3) for the protection of up to 3/4 inch(19,1 mm)of adjustment Pendent, and Upright Sprinklers a, ordinary hazards up to a maximum from the flush pendent position. The giver) in Table A. coverage area of 256 ft2 (23,8 m2) for F700 is a separable two-pieta design the 11.2 K-Factor and 40C ft2 (37,2 which allows instal'ation of the sprin The laboratory listings and approi%a m2) for the 14.0 K-Factor, as com- klers and pressur 'esting of the fire only apply to the senrice ccnditir_r pared to the maximum coverage area protection system, N,for to ceiling con- indicated in the Technical Data ar of 130 ft2(12,1 m2)for standard cover- struction and/or application of a finish Design Criteria sections. age sprinklers. coat to the ceiling. They also permit refinishing of a ceiling surface without 1VARNIVG T, e F895 ECOH Sprinklers have been having to first shut down the fire pro- The. Model F895 ECOH Sprinkler fire tested to compare their perform- tection system and remove sprinklers. described herein ntust be installe ance !o that of standard spray sprin- and maintained to compliance wit klers installed at standard spacings The adjustment provided by the F700 this documen!, as well as with t! (i.e. 15 feet maximum on center spat- substantially reduces the accuracy to applicable standards of the Nation, ing and 130 sq.ft. maximum coverage whici)the fixed pipe drops to the sprin Fire Protection :lssnciation, in adc area for ordinary hazard). These tests klers rT est be cut. Also, the Closure tir.n to the standards of any oth, Printed In U.S.A.2-00 SPRINKLER FINISH BULB POLYESTER LEAD COLOR NATURAL CHROME COATED TYPE TEMPERATURE COATED RATING CODE BRASS PLATED qll Calors 135'F,57'C Orange 155'Fi68'C Red PENDENT 1 2 3 4 1, 2,3,d and 175'F,79'C Yellow UPRIGHT 200'F/93'C Careen 286'F/182'C Blue 135'Fi57'C Orange 155'F/68'C Red 1,2,4 RECESSED' 175'F/79'C Yellow 200'F/93'C Green NOTES: 1. Listed by Underwriters Laboratories,Inc. 2. Listed by Underwriters Laboratories for use in Canada(i.e.C-UL Listed). 3. Approved by Factorlyy Muiftual Research Corporation. 4 nsttalllled witht3/4SInch tModel F700sRecessed Escutcheon) TABLE A LABORATORY LISTINGS AND APPROVALS (The IaIndicatedlistings the Technical Data and only gn Criteria sectionsto the service .) (tions authorities having jurisdiction. Fail- The -rams of the Model F895 Sprin DESIGN CRITERIA ure to do so may impair the integrity ASTM 8ef. figure 0 or is bras).The of these devices. The Model F895 ECOH Sprinklers Button (bulb retainer) is phosphor The owner is responsible for mai,,- bronze per ASTM a Ga keen Sp or must only becablel!ed in UL and C UL List taining their fire protection systent brass(C nsists).The Garylliu t Spring with the app and devices in proper operating con Plate consists of a Beryllium Nickel Ing or FM Approval requirements, as manufacturer acturer installing be cractor or ontacted botch ts�nside adisu nd out that faceted on s with ReceIndicassed n Escutcheon ed below. o iseo be u ,o re f a Teflont gasket. The Compression recessed installation: relative to any questions. Screw is bronze per ASTM 8140 (C31400) and the Deflector is brass UL and C-UL Listing Requirements 11 per ASTM B36 (C22000, C24000, or C24000).The Pintle is stainless steel 1. The F895 Sprinklers may be used for TF-tCHNICAL DATA,,, (S42000). The Model F895 Sprinklers the coverage areas shown in Table The 11.2 and 14.0 K Factor, Model Tautilize a 3 mm diameter ble A indicates he bulb liquid color mble bulb. umased on specified flowarining the mini- ate, as a unc- F895 Exteoded Coverage Ordinary tion of coverage area and hazard Hazard (ECOH) Pendent, Recessed as a function of temperature rating. grjup, for all of the sprinklers in the Pendent, and Upright Sprinklers are design area. rated for use at a maximum service vided forThe useuuseewithdthe cF895 EutcheonCOH pressure of 175 psi(12,1 bar)and they are available in the temperature rat- Sprinklers (Ref. Figure B) has a Clo 2'ated F8195 ECOH Sprinklers are �permit- Ings acid finishes indicated in Table A. from low carbonure and steel. The ate f Mounting ted to be used with unobstructed or non-combustible obstructed ceiling Recessed versions of the F895 ECOH Plate prongs, which are compressed construction as defined and perling Spnnklcrs are obtained by titilizing the back into the Mounting Plate t the ted by NFPA 13.For example: Model F895 Pendent Sprinkler in com- Closure is pushed over it, maintain a bination with the Model F700 Re- tight friction fit between the two pieces. cense call- Escutcheons available e�dtlee Fwiith also 700 ThA (swivel relative to eacPlate and hosure can other and noncombutstdibl de lceiling ticon- a chrome plated finish or a coated fin- between Chete f F895or nECOHnSprinkler Ing/rcoiofndeck distance of for oto 12 fish in any color. and the ceil'ng. inches (25 to 300 mm). The flow "O" In GPM (LPM) Is dater- . Obstructed, noncombustible, mined by the formula: telling construction with a de- flector location below structural O=KIFP- members of 1 to 6 inches (25 to 300 mm)and,,maximum deflec- where the nominal sprinkler discharge for to ceiling/roof deck d' ce coefficient "K" equals either 11.2 of 22 inches (550 mm). (161.3) or 14.0 (201.6); and "p" ores3ure in psi (bar). 3 �Ilc,rt,tlo apering be- t DuPont Registered Trademark —2— i V r __ FULLY RECESSED DIMENSIONSt Up to 1/2 Inch adjustment from minimum 1/4 arch to maximum 2-7/0" CIA. 3/4 Inch recessed position. ' (73,q mm) I Dim. Inches MM 2--1/4- OIA. A- 5/6 1/8tt 15,9 3,2 (57,2 mm) FACE OF B-Min. M 22.2 FITIING B-Nom. 1-1/8 28.6 ING B-Max. 1-3/8 34,9 SURFACE C-Min. 1/4 6,4 SURFA C-Max. 3/4 1911 A HIGH ADJUSTMENT DIMENSIONS L _ -- Up to 3/4 inch adjustment from 2h _ the flush ceiling position to 3/4 Inch recessed position. a 20 1 Dim. Inches MM 1+__ A- 1/21/4tt 12,76,4 B-Min. 7/8 22,2 B-Nom. 1-1/4 31,8 B-Max. 1-5/8 41,3 C-Min. FLUSH — C-Max. 3/4 1311 1- Model F995 ECCH Pendent Sprinkler 2- Model F700 Recessed Escutcheon t For best ovemll appearance. a-Mounting Plate tt Remaining 1/4 Inch(6,4 mm)of b-Closure adjustment can be used to compensate for varl,.rions In sprinkler make-in and fitting sake-out. FIGURE B MODEL F895 ECOH RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE MODEL F700 RECESSED ESCUTCHEON When installing the F895 Sprinkler tween the F895 ECOH Sprinklers,to prevent cold soldering, is 8 feet(2,4 s with the F700 Recessec' Escutch- m) for upright sprinklers and 9 feet eon, for best overall appearance, (2,7 m)for pendent sprinklers. NOTE use Dimension "A" indicated under Do not install any bulb type sprinkler the "Fully Recessed Dimensions" 4. The Model F895 ECOH Sprinklers if the bulb is cracked or there is a loss heading of Figure B.Otherwise,use are to be installed in accordance of liquid from the bulb.With the sprin- Dimension "A" under the "High Ad- with all other requirements of NFPA kler held horizontal,a small air bub- justment Dimensions" heading. In 13 for extended coverage upright ble should be present.The diameter of either case, the remaining adjust- and pendent sprinklers. the air bubble is approximately 1/16 ment can then be used to comperl- inch (i,6 mm)for the 135'F/57'C to sate for the possible manufacturing 3132 inch (2,4 mm) for the variations in the take-out of the fit. FM Approval Requirements 286'F1 141"C temperature ratings. tangs,as well as in the make-in of the (The bubble in some cases, may be sprinklers (as permitted by ANSI The F895 ECOH Sprinklers are to be barely perceptible for the lower tem- 81.20.1)• Installed in accordance with the appli- perature ratings.) 2 The sprinkler must be installed with cable Factory Mutual Loss Prevention The Model F895 ECOH Sprinklers the deflector parallel to the mounting Data Sheet for limited use in buildings of specific roof construction and for the must be installed in accordance with Installed In the pence.Pendent posit on,and protection of ertaln specific ordinary the following Instructions. upright sprinklers must be installed hazard (non-storage and/or non-flam- in the upright positfort. mable or combustible liquid)occupan- cies. Information provided in the FM 1. Prior to Installing each sprinkler,ver- Lost Prevention Data Sheets relate to, Ity that the face of the sprinkler fitting 3. After Installing the Fi/00 moundns b�;are not limited to,hydraulic design, is within the proper range of distance plate(or other e!,-utcheon,as appll- ipe ceiling slope and obstructions, mini warticu ar ich can boe of escut d eon by the threads and with pipe over the thread serinkler alant mum and maximum allowable spec- P ry. applied to the pipe threads, hand Ing, and deflector-to-ceiling distance. i —3-- i _ . CROINARY HAZARD ORDINARY HAZARD K=11.2 GROUP 1 GPOUP 2 0. 15 gprr✓ftz 0.20 gpm/ft2 Maximum Densd/ Density Coverage Area(aj Distance From Minimum Minimum Minimum Minimum Wall(b) Flow, Pressure, Row, Pressure, Ft.x Ft. Sq.Ft. Ft. GPM PSI GPM PSI 14 x 14 196 7 29 6 7 0 39.2 1;_- 16 ;16 x 15 256 8 38.1 11.8 _51.2 20.3 ORDINARY HAZARD ORDINARY HAZARD K=14.0 GROUP 1 GROUP 2 -- U.15 gpm/ft` 0.20 gpm/ftZ Max mum Density Density Coverage Area(a) Disian;e - F•crn Minimum Mirimurn Minimum Minimum _ Wall(u) Flow, Pressure Flow, Pressure, Ft.x Ft. Sq.Ft. F!. GPM PSI GPM PSI I ft.-Conversion Fo 0,304tlora m ft.= 16 x 16 256 8 38.4 7.5 51.2 13.4 1 sq.ft.= 0,093 mz I gpm= 3,785!Fm I 18 x 18 324 9 48 6 12 1 64.8 21.4 1 psi= 0,785 Ir bar 20 x 20 400 10 SQA 18.r_ 80.0 32.7 L 1 gpm/ft==40,74 mm/min NOTES: (a) For spacing dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next higher spacing (e.g..if the required spacing is 15'x 1T,the minimum flow rate for the 18'x 18'coverage area must be applied). (b) The distance from a sprinkler to a wall(or boundary of the sprinkler coverage area)must not exceed one-half of the maximum specified distance between sprinklers(e.g.,if the minimum flow rate for a 14'x 14'coverage area is being applied,the maximum allowable distance between sprinklers is 14 feet and one-half of the maximum specified sprinkler spacing is 7 feet. TABLE B UL AND C-UL LISTING CRITERIA FOR THE INSTALLATION OF MODEL. F895 ECOH SPRINKLERS tighten the sprinkler into the sprin- the position of the,.sprinkler fitting kler fitting. to suit. I 4. Wrench tighten upright or pendent 5. In recessed installations, after the j sprinklers using only the W-Type 3 telling has been installed or the!;o- (End A) Sprinkler Wrench. Wrench ish coat has been applied, slic'a on tighten the recessed pendent sprirl- the F700 Closure over the F895 klers using only the W-Type 4 Sprin- Sprinkler and push the Closure over kler Wrench.The wrench recess of the Mounting Plate until its flange the applicable sprinkler ayrench(Refcomes in contact with the ceiling. Figures C and 0) is to be apolieJ to the sprinkler wrench flats (Pet. Fig- ure A). NOTES A leak tight 314 inch NPT sprin- kler joint should be obtained with a forue of 10 to 20 ft.lbs.(13,4 to 26,9 W. Higher levels of torque may distort the sprinkler inlet with consequent leakage or im- pairment of the sprinkler. I Do not attempt to make-up fnr in- sufficient adjustment in the es- cutcheon plate- by under- or over- , �l)rI�l�i.,ci.ile t-aa,..�•:..-. , I 'FITTING SIDE" CARE AND MAINTENANCE TOWARDS SPRINKLER FITTING Automatic sprinklers must never be shipped or stored where their tempera- tures will exceed 100°Fi38°C and they must never be painted, plated, coated or otherwise altered after leaving the i factory. Modified sprinklers must be % WRENCH replaced. Sprinklers that nave been RECESS exposed to corrosive products of--am- (END"A") bustion,but have not operated,should be replaced if they cannot be com- pletely cleaned by wiping the sprinkler FIGURE C with a cloth or by brushing it with a soft W-TYPE 3 SPRINKLER WRENCH bristle brush. (For Pendent&Upright ) Care must be exercised to avoid dam Installations age to the sprinklers — both before and after installation. Sprinklers dam- aged by dropping, striking, wrench WRENCH Wst/slippage, or the like, must be re- RECESS placed.Also,replace any sprinkler that I - has a cracked bulb or that has lost liquid frum Its bulb (ref. Installation Sectio-i). - '- I NOTE Before closing a fire prrtection system _ control value for maintenance work on (2, the fire protertion system which itcon- trols,permi3sion to shut down the af- fected ffected fire protection system must be obtained from the proper authorities and all personnel who may be affected WRENCH by this action must be notified. LUGS It is r�,commended that automatic FIGURE D sprinkler systems be inspected quay- W-TYPE 4 SPRINKLER WRENCH terly by a qualified Inspection Service. (For Recessed Installations) WA RRANTY Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be tree from defects in material and workmanship. For further details on Warranty, s&e Price List. i Milk i ORDERING PROCEDURE PSN 51 - XXX - X- XXX A Product Symbol Number (PSN) is ^� �— not specified when orderirn., polyester r F coated F895 ECOH Sprinklers withother than a White color or, when or- RIENTATIO TE RATINGdering color coated F700 Recessed ORIENTATION RATING Escutcheons %with other than a white colur. It is suggested that a color chip 89.3 K311.2/PENDENT 135 1359F/570C be provided when ordering special cow, finishes. OtherNise. responsibil- 894 K=11.2/UPRIGHT 155 1559F/689C ity for duplication cannot be accepted. Contact your local distributor for avail 895 K=14.0/PENDENT 175 1759F/799C ability. 896 K=14.0/UPRIGHT 200 2002F.139C Sprinkler Assemblies: Specify: (specify K-factor), (specify 286 2869F/1412C temperature rating), Model F895 (specify Pendent or Upright) Sprinkler with (specify finish), PSN (specify from Table C, where applicable). SPRINKLER FINISH Recessed Escutcheon: Specify: 3/4" Model F700 Recessed 1 NATURAL BRASS Escutcheon with (specify finish), PSN (specify). 4 WHITE POLYESTER F700 Recessed Escutcheon 7 LEAD CCATED chrome Pilled PSN 56-700.9-010 _ White Color cnaterl PSN 56700-4-0109 CHROME PLATED Sprinkler Wrpnchc TABLE C Specify: W-Type 3 Sprinkler Wrench (for pendent e. upright installations), PRODUCT SYMBOL NUMBER SELECTION PSN 56895-1-001. Specify W-Type 4 Sprinkler Wrench (for recessed installations), PSN 56-875-4-001. The following patents are applicable to the Model F895 ECOH Sprinklers: U.S.A. 5,366,0112 U.S.A. . . . . . . . . . . . . 5,579,646 U.S.A. . . . . . . . . . . . 5,584,344 U.S.A. . . . . . . . . . . . 5,609,211 U.S.A. . . . . . . . . . . . 5,862,994 U.S.A. . . . . . . . . . 5,865,256 GEM SPRINKLER COMPANY,323 East 151 st Street.Havey,IL 6042 tI�CD/Flow Conmol/ Toll-free(ai r t ,:!A-8926/Fax(70C)331-9605 1 www.gemsprinkter.co Submittal Data Sheet Super 40e/Dyna-Threads Stamp Here ---- Full Line Sch-40 Replacement Super 10UDyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the satety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. Comtn:irison to Schedule 40 Super 40/Dyno-Threads inside diameter is up to 3.6% largr: than Sch-40 giving it supenur hydraulics.Also.when used in combination with Dyna-Flow ---- — - — pipe.down sizing often nccurs.Super d0/Dyna-Thread is fully listed and approved UL.ULC.and F'.vl for fire sprinkler applications.The life expectancy of Super.40/nyna-Thread and Sch-40 are equal based on the calculated wall thicknesses per UL(see CRR).The cor.,istent quality of steel used to make Super 40/Dvnu-Thread facilitates sr-Mith threading and)ewer muintenance costs. The exterior of Super 40/Dvna-Thread is protected by a lean.durriile milt coating for extended ' shelf life and eusv quint application.With its increased strength and Iigl+te vegi„ Super-I0/ i Dyna-Thread reducer;insmllati m fatigue and i;ideal ror retro-fit:rrheat,ons.Corrosion Resistance Ratio(CRR)is a UL(Underwriters Laboratory)term for the estimated He expectancy of a pipe joint.This is based on the calculated wall :hicKness at the base of the fire vipmed throid. assumed to be the weakest point of the pipe length.Super 40/Dyna-Thread and SCK,-40 huve the r� (- same calculated wall thicknesses at this point and are both assigned the same CRR of L00. Comparison to L.W.T. Pipe More wall thickness at the thread(CRR-100)gives _. Super 40/Dyna-Ti-ead'ester life expectancy than lightwull threadable pipe Joints,llniike lightwull threudable pipe.Super 40/Dyna•T6ad has no thread gauge warning.Super 10/ Dvna-Thread is approved for standard hunger spacing(15 ft.O.0).can be used as earthgmke II sway bracing,and is safe to use as drops.Super 10/Dyna-Thread is safer to weld on than many zinc-coated lightwull threadable pipe products.Super.l0/Dyna•Thread is more widely�,:repted than liehtwall threadahle where Sch-10 is ipecifred. Specifications & Approvals l Supero/Dyna-Thread pipe is manufactured to mee.:ASTM A 135,Grade A and is in compliance with NFPA-13.All sizes of Super 40/Dvna-Thread are rated at 300 psi working pressure.Super 40/ Dyna•Thrend is f tl.and ULC fisted for wet.dry and pre-action sprinkler systems and FSI approved for use in wet systems.Super 40/Dvrequirement 40/Dyna-Thread can M product Nominal Wt/Ft Wt;'Ft Pcs;' Wt,Lift Wt,Litt Wt,Lift be"hot-dip"galvanized to meet F for dry systems.Super 10/Dyna-Thread is approved NPS LD. Hao Filled LIR_ 21' 24' - 24' for all threaded couplings and welded outlets and is x 1- 1.080 1.330 1.75 70 1955 2234 2327 suitable for all roll-grooved.and plain-end fittings. *25 27.4 2.0 2.60 70 897 1C13 1056 (See listing information). •1 1/4' 1.408 1.870 2.54 51 2002 2238 238,1 *32 35.8 2.8 - 3.78 51 908 1038 1081 ■1 1/2" 1.639 2.290 3.22 44 2115 2418 2519 l � *40 41.6 3.4 4.79 44 959 1097 1143 `(U px 2" 2.JOd 3.050 4.57 30 1921 2196 2287 LM.d Apo—d uu.e *50 53.4 4.5 6.80 30 871 996 1037 \merican Tuhe and Pipe was acquired by.tllled Tube and Conduit on February 1,11M.The engineered lighlwall and stundur•i--all famih of products although they have different names are the same in all respects with regard to,trength,weiLht.handle count.listings and approvals.For example.Dy na•Floa and Super Flu are the same product as arc Dsna Thread and Super 40.XI,is manufactured with Exterior Galvanized coating.BLT is manufactured%%ith Black lacquer coating. Project: v Sprinkler Contractor: Date Engineer. Specification Reference: System 7yc� Locations: Submittal Data Sheet Super F'lo,/Dyna-Flow Stamp Horst High Strength Steel Pipe Super Flo/Dvnu-Flow pipe is the"original"high-strength lightwall sprinkler pipe.Super Flo/ Dyna-Flow has outstanding hydraulic capabilities and is recognized as the most popular altemative to Schedule-10 pipe.Lightweight.easy to cut and easy to bundle for installation. Super Flo/Dyna-Flow is a valuable addition to anv fire protection system. Additional Benefits Lightweight and easy to install.resulting in more efficient use of your freight and labor dollars. Provides stability needed to comply with standard hanger spacing(13 ft O.C.)per NFP.A.Available in Standard lengths for your convenience.or can he ordered in custom length,urun app oval.Fast cutting and welding,as well as easy roll grooving and end preparation. Available in Factory roll grooved form for quicker shop turnaround,Clean.durable mill coating provides lunger"ihelf life"and acts us an excellent primer for custom paint,applications. ;{_ Superior Hydraulics With an inside diameter of up to 119,larger than Schedule 40 and up ' to 710 larger than Schedule 10.Super Flo/Dyna-Flow pipe hydraulics are exceptional Larger I.D.s enable Super Flo/Dyna-Flow,and `laced components,to be down-sized within the system,thus ' increasing rhe potential for job cost savings.For complete Hazen-Williams charts.refer to"Super Flo/ Dyna-Flow Hydraulic Data Tables." Coatings & Fabrication Super Flo/Dyna-Flow products are coated with an environmentally approved and specially formulated modified-acrylic or water-based coating.Thi•:durable coating is paintahie.The black coating acts as an excellent primer and is resistant to weathering and U.V. degradation from outdoor storage. Metallurgical properties provide excellent fabrication characteristics for end prep finishes.welding and roll grooving. No special process or equipment ore needed for fabrication and installation. Specifications& Approvals Super Flo/Uv„a-Flow pipe is munufuctured to meet ASTM Z, ind are in :�mpliance with NFPA-13 and NFPA•la.All sizes of Dyna Flow/Super Flu a:e UL Listed.FM Approved and ULC Listed. Super Flo/Dyna-Flow is ULIULC Listed for use with roll grooved.plain-end couplings.and welded joints for wet,dry,pre-action and deluge systems. It is FNl,Approved for roll grooved, plain-ended.,;rd welded joints for wet systems.Refer to appropriate documentation for up-to-date listing and approval information.Super Flo/Dyna-Flow is now available"hut-dip"galvan ized and has been spec.ificully approved by Fivl for dry systems uses. Specifications American Tube and Pipe"is acquired h% Product Nominal ill; Wt/Ft PCs/ Wt/Lift Wt/Uft Wt/UR .lilted Tube and Conduit t Fehruar. I.1997, W NPS I.O. H2O Filled LIR 21' 24' 29' The engineered lightuall and standard%vall x 1" 1.191 0.830 1.31 91 1586 1812 1888 family of products although theg hine different *25 30.3 1.2 1.95 91 719 822 856 names are the same in all respects%%ith re.ard to Nil/4" 1.538 1.059 1.87 61 1356 1550 1615 strength.%%eight.bundle count,listings and +32 39.0 1.6 2.78 61 815 703 _733 appro%als.For example.Dvnu-Flo%%and Super 1 1/2" 1.728 1.867 2.71 61 2135 2440 2542 Flo are the same product as are D. Thread +40 43.9 2.5 4.03 61 968 1107 1153 and Super 411.YL is manufactured%%ith Exterior 2" 2.203 2.104 3.79 37 1634 1868 1946 galvanized coating.BCT is manufactured with *50 56.0 3.1 5.64 37 741 847 883 _ Black lacquer coating. 2 1/2" 2.703 2.584 ~ 5.10 30 1615 1846 1923 +65 68.7 3.8 7.59 30 733 837 872 �� x 3" 3.314 3.387 7.1E 19 1351 1544 1608 i i 1 ,1 Ir P +80 t34. 5.0 "'_0.89 19 613 700 729 l v� l�V.l.t/+ x 4" 4.310 4.473 10.86 19 1784 2039 2124 *90 109.5 6.7 16.16 19 809 91r) 963 ` /� I 0 10 16..x.) 1851 19^8 p 1, '�T AVIN L,-- 9 SO 735 840 875 J Project: Sprinkler Contractor: Date Engineer: Specification Reference: System Type. L ocurcns Comments: \l' GRINNELL e GRUVLOK GRUVLOK FITTINGS FOR GROOMED END PIPE Flow Data W Frictional Resistance (Expressed as Equivalent Straight P,pe) 4 _. Nominal Pipe Roe'Nall Elbows Tee Size 00 71 110ness - 45' Branch Gruvlok fittings are available through 24" Inches Inches Inches Feet Feet Feet e nominal pipe size in a variety of styles. These fittings are designed to provide minimum pressure drop and 1 1 315 0.133 1.7 0.9 4.4 1 uniform Strength. 1v. 1.860 0.14 2.3 t z I 5.8 - Depending on styles and size, Gruvfok fittings are ` provided In various materials including malleable Iron, 11h 1.900 0.145 2.7 1.3 8.7 2.7 ductile Iron, forged steel or segmentally welded steel. 2 2.375 0.154 3.4 1.; I 9.8 I 3.4 Pressure ratings of Gruvlok standard fittings conform to those of Fig. 7001 Gruvlok couplings as shown on 2'h 2.t: , 0.203 4.1 21 1,,.3 4 page 13. 3 00 2.996 0.197 4.3 2.2 10.8 4 3 Material Specifications 3 3100 0.216 5.1 2.8 12.6 5 Cast Fittings: 4 4.500 0.237 6 r 3 4 16 a e Ductile iron conforming to ASTM A-536 4+400 4 252 0 220 6 4 3 2 ifi 6 or _ Malleable iron conforming to ASTM A-47 5 5.563 0.258 8 4 4 2 21 0 8.1 Steel Fittings: s400 5.236 0.248 80 4.0 20,1 9 Forged steel, conforming to ASTM A-106, Gr. B 51":00 5.5cc 0:43 8.3 For other metals contact Grinnell 9 8.825 0,280 10 1 5.1 253 ,O t Segment Welded Steel Fittings: 8+400 8.280 a.zeo 9.7 4.9 za 3 s 7 1-4" Carbon steel, Schedule 40, confurrning to __ ASTM A-53, Type F 6'h 00 8.500 0.280 10.0 5 ) 24 9 10 7 5-6" Carbon steel, Schedule 40 conforming to - -- ASTM A-53, Type E or S, Gr. B 8 8-820.322 13.3 6 7 33 3 13 8-1<" Carbon steel, Schedule 30, conforming to 10 10.750 0.365 16.7 9= 41.8 16 ASTM A-53, Type E or S, Gir. B _ 14-24" Carbon steel, 0.375 wall, conforming to �12 12.750 0.373 20 0 10.0 500 20 0 ASTM A-53, Type E or S, Gr.B ja 14.000 0.315 22.9 13 8 84 2 22.) Adapter Flanges: 16 16.000 0.375 26.4 15 8 73.9 26 4 Class 125 -cast iron conforming to ANSI B-16.1 :,, ,'_ .. Class 40 - carbon steel conforrnirg to ANSI 8-16.5 18 18.000 0.375 31.1 18._7 87 z 31.1 Class 3110 - carbon steel conforming to ANDI B-16.5 20 20.000 0.375 348 20.9 97 3 34.8 Coatings: 24 24.000 0.375 40.4 24.2 113.0 40.4 Rust inhibiting lead-free paint. La�_. ;: 14 . Color: ORANGE (Standard) For the branch of tee that is either Increased or reduced in size,use the value that RED (Optional) ^ n'"111 ndhp to the brarich adlze. Hot-dipped zinc galvanized (Optional). Exai.for e-x e'•x 3•tee,the branch value of 3'is 12.8 R(Z 9). For other coatings contact Grinnell. 21 Fors ae clot load kurillol"from 1hs values shown. ELBOWS Fig.7050 Fig.7051 Fig.7052 �CASTI ; to E� C to E C to C to E ° C to E (WSLD) Fig.7053 I 'r� elI.. 4f4 �.■ +fir 71nches .70509Tbow' F.7051451 Elbow' SQ.7052 22V Elbow Rg.705311 V Elbow Fig.7050 LR Fig.7.0!1 1.4 90°Lon Radius Elbow' 45'Lon 'R,4o-us elbow* prox. Center Approx Center Approx. Center Approx. Center Approx. Carter Approx. Nominaleight To Weight To Weight To Weight To Weight ro Weight Size ach End Each End Each End Each End Each Erd Each Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbe Inches Lbs. Inches Lbs. 1, 2W C 0.6 13/. C 0.6 1% 0.5 1311 0.3 3112 0.9 211, 0 7 C 1.f 1314 C 0.8 13d 0.1 13h 0.5 FIG 1.3 13l� C 0.9 13/4 0.8 13/1 0.7 4'/. 1.7 21h 1.2 : . J•i 2 34. 1.8 2 C 1.5 1 rh C 1.5 1311 0.9 4''e 2.5 2314 1.7 2+/2 41/4 C 3.9 21h ;, 3.3 2 1.9 1'h 1.5 5314 4.9 3 2.9 3 4 C 2.9 2112 C 2.1 2+4 C 3.2 1'h 2.0 5r/e C 8.5 33h 4.11 31h 4+/1C 5.9 2314 C 4.8 2'h 4.0 131. 2.8 744 9.1 3'h 5.3 4 5 C 7.2 3 C 8.1 2% C 5.3 1314 3.3 7+h C 11.5 4 7.2 g 5'h C 11.8 31/4 C 8 5 2+.11 7.2 2 5.0 9112 20.9 S 12.2 8 8'h C t i.8 3'h c 11.7 3'h C 8.2 2 8.5 1 t 29 1 5'h 17.4 7 ' 8 731. C 31.0 4'/. C 19.8 3rh C 17 8 2 10 0 15 59.2 I'M 30.0 10 9 53.0 43/4 C 34.1 AIN 30.0 2111 14.5 18 104 8+h 5s.4 12 10 C C 46.3 4711 40.4 2'/4 18.1 27 147 10 82.8 _ s. 14 11 90.0 6 55.0 S 48.0 3'h 42.1 24. 184 ?314 79 6 16 12 113.0 7'1. 77.0 5 52.2 4 42.0 27 239 10 104 9 18 15'13 1640 8 96.0 5112 65 0 41h 53.2 30 29t tt!4 132.3 20 M14 203.0 9 1200 8 80.0 S 88.7 33 381 7- - 184.0 24 20 2640 11 116.0 7 112.0 6 98.0 39 547 ;a15 237 0 C•Cast malleable or ductile(tort,an others are segment-welded steel. '14'-247 Standard Radius 90•S 45•Elbows and all Long Radius Elbows are available in forged steel fabrications. Center to end dimensions and weights may differ from that shown in the chart.Contact Orinnea for details. ` 22 GFINNELL a GRUVLOK GRUVLOK `- SOCK-IT PIPING METHOD Thr6 Gruvlok Sock-It Piping Method ' provides a quick, secure and reliable r method of joining plain end steel pipe. Several Sock-It cunfigurations are available: tees with NPT outlets, reducing run tees with NP, outlets, straight couplings,90 elboWG, straight tees and r- reducing elbows. Pressure energized eiastromeric gaskets provide the Sock-it with a leak-tight seal. Specially designed lock bolts secure the pipe in the Sock-It Fitting, providing a fast,dependable way of joining small diameter plain and pipe. Material Specifications: Housing: Gaskets: Cast iron ASTM A 126 CLAS! A EPDM, as specified in accordance Nlth Bolts: ASTM D-2000 Case hardened carbon steel,dichromate finish Fig. #7100 90° Elbow (Sock-It x Sock-It) Fig. # 7101 900 Reducing Eibow (Sock-it x NFT, I I �-w Y 10 "1 'N -�— Y — r{''a E__- --y� T CtoSE SOCK-IT FIG.7101 90°REDUCING ELBOWS(S x NPT) Wooing Pressure'i Dimension s SOCK-IT FIG.7100 90°ELBOW(S x S) !'8' Inches 1 — Nominal I nc Appros Working Pressure'— Olmenslons I F ice Size C C W'E1 PSI inches i Inches ULULCI FM To To Us. }tp, I ,n,n :n,mm Lletse lAppraii TE SE U" t" W It 'G Nominaf Approx. 1x1'.1 300 300 1' s 211+e '/e 1 Ill's 1111+6 1.7 Pipe! Center Wt.Ea. 15xi5 2A ?: is 3 22 2 ' = i .2.3 0: Inches UL ULC, FM To I Lbs. 1x3/i 300 300 1'!n 23/+e 'h '/e t'/+e I'Vu 1.6 o14,m n Listed Appleved End U" W Y 1 300 300 21 •e % 1'ite 1?% 1.9 1x1 300 300 V/te Via 'h 'h 1V+6 1"hs 1.5 - 11A 300 300 2'/+e 1 1!6 1i'/,6 23 1'Ax'h 300 300 Plitt 2'h 1'/to 1'A 1!4 felts 2.2 32 1'/4xl/i 300 300 le/+6 2'A 1'/t6 1 11/4 Ii3/+6 2.1 1% 300 300 24 1'A 144 lte/u 2.7 32.120 2.3 • ' 33: 210 'S •%I) 40 21 2 1 -8? t9' 1'= I'/.1x1 300 300 t+he 2'A 1'l+s 1 1'/4 113/16 2.0 2 175 250 3'h 1eh6 14 23/u 4.0 12x25 2.0 i3. 1§1x'/1 300 300 1"/t4 2'A 1 1'/r !3/i Pitts 2.5 'Rated working eressures are based upon compliance with UL ULC,and FM 10115 29 '_: 33: 25.t )t 3 ;1 -9.2 ' ? pressu,a rest requirements on Sch. 10 or heay.+er wall steel p4po 1 M 300 300 1"hs 2'A 1 1'A 1% 113116 2.4 un takeout dimension. =0x20 2.0 2 J =23 `13 5 254 18 i :•I 1/2X1 300 300 1"I+e c A 1 1'A 134 11/161 23 i3: 251 25: .:=? =9: 1 3 NOTE: All Sock-It fittings are UL/ULC listed and FL3 •Rated wonting pressures are based upon rompflance with UL,ULC.end FM approved for 175 psi working presuue when used to pressure lost nx•uirements on Sch. 10 or header wap steel pipe. join Allied XL Pipe, Super Flo and Dyna Flow Pipe C o Jnd -v*—Take-out dimension,Sock-it Er TE—Canter to ThreadtEnd "T'—rake dimension,Thread E.^ 51 rig. t'f F I UO OUCK-11 I ee vnuvrrcu. ar 4vw.+ (Sock-It x Sock-It x NPT) _Y -( Fig. #7103 Straight Tee j (Sock-It x Sock-It x Sock-It) --}--- V V W V SOCK-IT FIG.7105 TEE(S It S s NPT - _- - Wortinq Preswn' Ohineuan PSI emms r -1-- National vv' mm APpro:. i"-u ioo WL Ea. SI:e Lbs. SOCK•IT FIG.7103 STRAIGHT TEE S s S s S) lame ULNLC MW Y = sa Dlmtmlans 7romm Listed Allured T" U• Y WWW"Mnun' elle ixtx',1 300 300 1 131 t'1•s lift t^ta 14, 2.0 1St ,c •_, 1,: •n: 4P: •sur •c�•c� c Niew"i Appeal. ts1x14 300 300 4e ttli 1't s tine 1"hs 1'/� 1.9 PIM WL Ea S ,e,• e . ., Mens WULC PM lh. 1xix1 30C 300 'h 111 1'M 1. •s 1"/he Ib. 1.9 mvilm Listed A00mted T" U" Y W Y Z td• .x , , ,- i .t ��' 'n. 1 300 300 ttn 131 2'h 1'he Will CA 2.J 1'/,114,1'4 300 300 1'n 114 131 1'h 1± a 1''. 2.2 t4, 175 300 1 2 2t/n I'h t"1 2.0 17e 2.9 151x144116 300 300 1 1$ 131 t'/. titin 1'h 2.t �. . ; s t'h 175 300 lilt 2lh 2she 131 t'+bs 5,41 3.4 1'nx14x1 300 300 1 1'ti 111 141 1'tM 1'4 2.0 c0 .. . 15. 313 1^-_ •„ i .' ' 2 175 2.7 250 tsps 231 3 1"he 2tM 8 S.ti 1'hxlhx'h 300 300 14, 1>ti 13. 134 1"t'+ 131 2.9 'Rated working pressures are based upon compNance with UL.ULC,and FM i'hn W's 300 300 P4 it1 14. 111 1'+tn 114 pressure test requirements on Sch. 10 or heavier well steel pipe. t'hrt'hxt 300 300 t!1 114 1111 131 t"ns 411 2.5 Outlef take-out dimension. i Run take-out dimension. 2s2x'h 175 250 1'h 18 t'+ns 131 2t`s ha 3.5 Fig. #7106 Reducing Tee WxYl 175 750 , 1>~ ,,+,,, ,3` 2ti•e 4>,. 3.4 (Sock-it x Socv-It x NPT) = -.Z_ __ -�{ G----v 2x2x1 rJ 250 131 tv, 1'+i s i'ti 231 s Iv. 3.3 ' v T 'Rated working pressures are based upon compliance with Ul.ULC.and FM pressure test requirements on Sch. 10 or heavier wall steel pipe. r, ""T"-Outlet take-out dimension U"-Run take-out dimension. Fig. #7107 Coupling (Sock-It x Sock-It) Z-- SOCK-IT FIG.7106 PEQUCING TEE IS x S s NPT) I Wortlnl Olmensions Pressure', - � _ •: _ PSI Intnes .•• :tic F• --�-- mom net m 3 AppreL :r • v• �+ w Pipe I Wt.Ea. Site Lis. U es ULULC FM Mn - 1 11, Listed Apprortd T" I ll" V W Y 2 to. 411x'4 300 300 1 114 t' 's 1'6 1"`" 4'16 2.1 SOCUT FIG.7107 COUPLING IS s S) it ' Dimensions t>e t' •, 14. little 4'/. 2.1 Wareing Pressure' I I Wet 1'1,11x14 300 300 'h PSI , 2.0 Nominal 1", 44. Approx. 14411x1 300 300 q Ili 1 s 1"' Pipe i Wt.Ea. _ - st:e 1":x14414 300 300 1'h 1% tsps 131 1"tn 134 2.5 lathes ULiULC FM W Y Z •a. 7 = or•�m UstN Approved U" 1'4x1'/41?4 300 300 1 13Y isr„ t h list s OM 24 t 300 300 4. lilt t" s 3'h t 7 .,,. it3'41.9 thxi%xl 300 300 1 131 tett 131 1'+hs 411 22 14ilhe n - 17 , 7' ., •,n R1 7,7 Sf+1 LD1 ^o n.+'• y, 111 2x14rxt4 ii5 250 1". 131 tth 131 2ttn I+tit 3.2 144 300 300 R 1n 1n :111.101, 1^ '1 `' 5 2s1'hatA 175 250 ith 114 131 131 21Rn 4+`n 3.1 2 175 250 /. 131 271,s 3+h 29 2x1'hst 1175 250 1'.1 1 w 1th 1'b 2tt•s esns1 1 'Rated working pressures are based upon compliance with UL ULC,and FM n.1r.+c 4.11 1+ t pressure test reouirements on Sch 10 or heavier we steel pipe. 'Rand we king pressures are based upon compliance with UL,ULC,and F1W ••••U• __Run take-out dimension. pressure est requirements on SCh. 10 or heavier waft steel pipe. 0 fret t+!.d-out dimension. F.n take-out dimension. 52 BUTTERF1 Y VALVES 2 50mm thru 10 250mm GRUVLOK0 SERIES 7700FP GROOVED END -- 175 PSI (12.1 bar) FLAG INDICATOR GEAR GENERAL D `' OpEP.A?0? The Series 7700FP Groovbl Enn but- terfly Valves (Ref. Figure A) ara indi- cating type valves designed for use In fire prcte:tion systems,where a visual indication is required as to whether the valve is open or closed.They are used, �. ) for example,as system,sectional,and pump water control valves. They have cut groove inlet and outlet connections which are suitable for use with grooved ` end pipe couplings that are listed or approved for fire protection system \ service. The Series 7700FP Butterfly Valves �\ HANDWHEEL feature a spherical bore disc seat area which facilitates a constant disc to seat loading. This maintains a leaktight stem seal regardless of disc position (open to closed). Use of the spherical bore also enables the use of a narrow ` profiie disc, with tapered leading VALVE BODY edges, which provides minimal flow turbulance through the valve and re- duced friction loss. FiGURE: A Far applications requiring supervision TYPICAL SERIES 7700FP GROOVED END BUTTERFLY VALVE of the open position of the valve, the Gear Operators for the Series 7700FP Butterfly Valves are available with two sets of factory installed internal nal supervisory switches are listed by Failure to do so may impair the integ- switches each having SPOT contacts. the California State Fire Marshal under rity of these devices. Listing No.7770.0090.102. The Gear Operator is also available The owner is responsible for main- without internal switches, In which The factory installed SPOT internal taining their fre protection systern case, the Gear Operator will accept switches are listed by Underwriters and devices in proper operating con- direct attachment of a field installed Laboratories Inc.as"Supervisory Tam- dition. The installing contractor or external supervisory control valve per Switches"when the normally open manufacturer should be contacted rel- switch, which has two sets of SPOT contacts(for valve full open) are used ative to any questions. contacts. Information on the internal for connection to the supervisory cir- switches, as well as the externally curt of an alarm control panel or indi- Removing or disabling the tamper re- mounted, Model PCVS-2 Supervisory cating device. sistant fasteners used to secure ether• Control Valve Switch, is given in the the cover of a Gear Operator with in. Technical Data section. The Model PCVS-2 Supervisory Con- ternal switches or the cover of the trol Valve Switch is listed by Underwrit- Model PCVS-2 Superosory Control ers Laboratories Inc. and Under- Value Switch will void the applicable writers' Laboratories of Canada. It is listings and approval. APPROVALS rr approved by the Factory Mutual Re- search Corporation. The listings and The Series 7700FP Grooved End But- approval are under the name of Potter terfly Valves are listed by Underwriters Electric Signal Company. TECHNICAL Laboratories Inc. and Underwriter Laboratories of Canada, as well as WARNING Valve Assemblies: approved by Factory Mutual Research The Series 7700FP Grooved End But- The 2 inch (50mm) thru 10 inch Corporation as indicated in Table A. .erfly Valves described herein must be (250mm)Series 7700FP Grooved Er.d installed and maintained in cornpli• butterfly Valves are rated for a maxi- The Series 7700FP Grooved End But- ante with this document, as well as mum service pressure of 175 psi. The terfly Valves are accepted by the City with the applicable standards of the valves may be installed with flow from of New York ender MEA 349-93-E. National Fire Protection Association, either direction and are left hand open- in addition to the standards of any Ing (i.e. the handwheel turns s�un- The Series 7700FP Valves with inter- other authorities having.jurisdiction. terclockwise to open). A flag-type indi- Printed in U S A. 1.94 T035, VA:VE PIPE SIZE 175 PSI INCHES MILLIMETRES VALVE VALVE PIPE WITHOUT INIERNAL WITH INTERNAL ANSI ON SUPERVISORY SWITCHES SUPERVISORY SWITCHES O.D. INDOOR OUTDOOR INDOOR OUTDOOR 2 50 I 60,3 1 I 1 1 I 1 2.1/2 65 710 1,2.3 l 1,2,3 1,2,3 1,2,3 — 85 76,1 1,2,3 1,2,3 1,2,3 1,2,3 3 80 88,9 1,2.3 i,2.3 1,2,3 1,2,3 4 100 114,3 1,2,3 1,2,3 1,2.3 1,2.3 — 125 139,7 1,2,3 1,2.3 1,2,3 1,2,3 5 125 141,3 1,2,3 1,2.3 1,2,3 t, 2,3 — 1s0 185,1 1,2.3 I 1,2,3 1,2,3 1,2,3 6 150 188,3 1,2.3 1,2.3 1,2,3 1.2.3 8 200 219,1 1,2,3 1,2,3 1,2,3 t 10 250 I 273,0 1 1,2,3 1,2,3 1.2,3 t NOTES: 1 Listed by Underwriters Laboratories Incoriorated, 2.Approved by Fac:ory Mutual Research C irporation. 3.:isted by UnderNriters'Laboratories of Canada t Laboratory listings and approvals do nr t apply. TABLE A LABORATORY LISTINGS AND APPROVALS cator on the Gear Operator visually (Ref.Fic ure D-i)and the 8 and 10 inch Both of the switches in the GG-4 and indicates both open and closed pori- size vah es are provided with a GG-8 the GG8 Gear Operators are provided tions of the valve. The Valve Body ha., Gear Operator (Ref. Figure 0-2). A with double wire leads to accomodate a black polymer coating, the Gear Op steei Drive Fin engages the Drive 'in anc out"supervision of i;-.e nor,naliy erator including the Handwheel is, Shaft with the GG-4 Gear Operator, open contacts (for valve full open) per painted red, and the Flag Indicator i9 and a steel Key engages the Drive NFPA 13 and 72. painted yellow. Shaft with the GG-8 Gear Operator. The GG-4 and GG-8 Gear Operators The Valve dimensions are shown in are lifetime Internail•- lubricated and —External— Figure B. Inlet and outlet connections are mounted directly to the valve Tile Feries 7700FP, when ordered are in accordance with the Gruvlok flange wi(h plated steel fasteners. The will .gut factory installed internal super- standard cut groove specifications for cast gray iron housings are weather visory switches, will accept direct at- steel pipe,and are suitable for use with resistant, and the Handwheels as well tachment of a field instailed,externally grooved end pioe couplings that are as Indicator Flags of each type Gear mounted, supervisory control valve listed or approved for fire protection Operator are of cast gray iron con- switch `or supervising the Valve in the system service. The Series 7700FP struction. open position. Figure F illustrates at- Butterfly Valves may be installed with tachment of the Model PCVS-2 Super- any schedule or pressure class of pipe visory Control Valve Switch. or tubing that is listed or approved for Supervisory Switches: fire protection system service. The Series 7700FP is available with or 1 he PC•VS-2 has two switches with without internal supervisory switches SPDT Form C) contacts. The set of The nominal pressure loss versus flow for supervising the Valve in the open c3ntac:s that are in the normally open rate, , will as approximate friction position. The internal switches are positio-i, when the valve is full open, loss epressed in equivalent length of only available as factory installed orig- cin be used to prov;de supervision of pipe for each ^ze valve, are given in inal equipment. tf a o-,,en position of the valve per Figures C-1 and C-2. NFPA '13 and 72. Screw type wiring —Internal— term,nals, whrch accomodate 'in and The Series 7700FP components are Figure E illustrates the general ar out"electrical iperiision to the switch illustrated in Figures D-1 and 0-2. The rangement of the two internal contacts,ar,_ :. irked as to their COM, Body and Disc are ductile iron per switches, as well as the color coding NO or NC :.esignation. Each set of ASTM A536 Grade 65-45.12 (UNS for the wire leads.When provided with contacts is rated as follows: F33100). The Body is polymer coated, internal switches, the covers of both and the Disc is encapsulated with an the GG-4 and GG 8 Gear Operators 1251250 VAC . . . . 15.00 Amps EPDM rubber. The Drive Shaft and are secured with tamper resistant bolts 0 to 30 VDC 2.50 Amps Lower Shaft are Type 416 stainless and nuts. The electrical ratings for the steel, and the Retention Pins are zinc switr!1 contacts arr UL'ULC Lasted and The PCVS-2 utilizes a weather proof plated steel. The Upper and Lower FM Aoproved as follows: NSMA 6P enclosure. The cover is se Bearings are bronze per ASTM B438 ct.red with tamper resistant scre,j,•- Gsade 1, Type I, and the O-ring seals 125i250 !AC 10.00 Amps villich require a special key wrench are Neoprene. 125 VDC . . . . . . 0.50 Amps removal. The switch housing is 250 VDC . . . . . 0.25 Amps al.lminum finished with a red sp.. The 2 through 6 inch size valves are 0 to 30 VDC• . . . . 1.50 Amps eriamel, All parts are plated to resist provided with a GG-4 Gear Operator 'Maximum ULC rating corrosion. -2- VALVE PIPE SIZE DIMENSIONS IN INCHES AND(MILLIMETRES) INCHES MILLIMETRES ANSI nN 0.[E A B C D E F G H J K L I M O.D. 2 50 60,3 3.19 3.23 3.871 0.60 2.28 5.91 5.00 3.00 4.66 7.61 p !81,0) (82,0) (98,3) (269,2) (57,9) (150,1) (127,0) (76,2) (119,4) (193,3) 2-112 65 73,0 3.81 3.32 4.38 11.18 228 5.91 5.00 3.00 x.66 8.12 0 — (96,8) (84,3) (111,3) (284,0) (57,9) (150,1) (127,0) (76,2) ,118,4) (206,2) — 65 78,1 3.81 3.32 4.28 11.18 2.28 5.91 5.00 3.00 4.66 8.12 0 — (96,8) (84,3) (111,3) (284,0) (57,9) (150,1) (127,0) (76,2) (1181; (206,2) 3 80 88,9 3.81 3.88 4.62 12.00 2.28 5.91 1 5.00 3.00 4.66 8.36 0 (96,8) (96,6) (117,3) (304,8) (57,9) (150,1) (127,0) 1 (76,2) (118,4) (212.3) 4 100 114,3 4.58 . 4.50 5.38 13.3% 2.28 5.91 5.00 3.00 4.86 9.12 0 — (115,8) (114,3) (136,7) (339,6) (57,91 (150,1) (127,0) (76,2) (118,4) (231,6) — 125 139,7 5.81 5.00 5.88 1437 2.28 5.91 5.00 3.00 4.66 9.62 0 — (147,6) (127,0) (149,4) (365,0) (57,9) (150,1) (127,0) (76.2) (118,4) (244,3) 5 125 141,3 5.81 5.00 5.88 14.37 2.28 5.91 5.00 3.00 4.66 9.62 0 -- (147,6) (127,0) (149,4) (365,0) (57,9) (150,1) (127,'J) (76.2) (118,4) (244,3) — 150 165,1 5.81 5.-9 6.37 15.56 2.28 5.31 5.00 3.00 4.56 10.11 0.13 1.38 (147,8) (144,5) (161,8) (395.2) (57,9) (150,1) (127,0) (76,2) (118.4) (258,8) (3,3) (47,8) 6 150 168,3 5111 5.69 6.37 15.56 2.28 5.91 5.00 3.00 4.66 10.11 0.13 1.88 (147,6) (144,5) (161,8) (395,2) (57,9) (150,1) (1270) (76,2) (118,4) (258,8) (3.3) (47,8) 8 200 219,1 5.25 7.13 7.75 19.71 3.46 8.62 12.00 3.13 8.52 15.11 1.37 6.06 (133.4 L(181,1) (196,9) (500,6) (87,9) (218,9) (304,8) (79,5) (216,4) (383,8) (34,8) (123,9) 10 250 273,0 6.25 8.19 9.00 22.03 3-46 8.62 12.00 3.13 8.52 16.36 1.85 7.77 05A.8) (208,0) (228,6) (559,6) (87,9) (218,9) (304,8) (79,5) (216,4) (415,5) (47,0) (197,4) E �H J __L requirements of the authority having -4 I i jurisdiction andior the National Eiect-i- cal Cade. O NOTES For outdoor applications utilizing the K Mrdel PCVS-2 Supervisory Switch, use of a weathertight conduit connec- tor with a gasket seal is recom• c mended. For outdoor applications with inter- nal supervisory switches, it is recom- mended that wiring connections be made at a temperature above L.a� 1ST 1.9C, in order to ensure suffi- cient I cient flexibility of the wire lead insu- lation. L* *WITH VALVE FULL OPEN CARE , MAINTENANCE The Seres 7700FP Grooved End But. FIGURE B terfly Valves do not require any regu- VALVE DIMENSIONS larly scheduled maintenance or lubri- cation. It is recommended, however, ---- that the valves be routinely inspected as described below. Any impairment The Series 7700FP Butterfly Valves must be immediately corrected. INSTALLATIONmay be installed with any schedule or pressure class of pipe o, tubing that is It is also recommended that fire protec- The Series 7700FP Grooved End But- listed or approved for fire protection tion systems be inspected by a quail- terfly Valves may be installed with the system service. fied Inspection Seri.ce. flow in either direction. Refer to Figure F for installation in- NOTES The grooved end pipe couplings used structions for the externally mounted, Before closing a fire protection system with the Series 7700FP must be listed Model PCVS-2 SupervisorySwitch. control valve for maintenance or in- or approved for fire protection service spection work on either the valve or and Installed in accordance with the Conduit and els. trical connections are fire protection systems which it con- manufacturer's instructions. to be made in accordance with the trols,permission to shut down the of. -3- ' . .��wr�r�rrN r��.�r��r••••+�.w�,��w�•r rrrrwrr�rrr��w r. �r�NA�rrr rt�w•vw�rrrN w�rworrwwrrr�d■wino/r�NNNr1�Iw�r■iw■•� wI�■Or+ rr NM��/■yww I�r1l Wlrwlw■w•N r=MM rir NNNNwI'Irwwr■rw�i■M"a Umo ow • rwrrr s,rnwrw •wwsrwr IVAB■wrsrr.wrrw w�=ns■rlrsi■vw■�i a md■no�■ �wd■■�i�iswor■munur ■ ■■•u wnwnww■■■■warN.u■■■ ■i► 1/■■Y1r n■■■■r1■�wr.nr■■rr■wv.�nart�■��/n ownrr•■o■�■It�ar■■�r.■a/�n■rsw vtn■rw■MMWr ::swam ra A sons •■■■■N'I , 02■■Y�1■Y'�aY�N�1I�■A■■�NI.Op■■■N/a1tq�■/w/fin 1 ==a MUM ■■SII rANt/■14■r%r/■ ■n■o■m■n■■■n■u�N��uv�■■un■■ni■�r�■■■n�i■■■n■■■ ■■nm�u111■■■r.n■■ ■■r■na■■nnunn■nm�n�v,N�■■■nnA■�t�■■u■■nr�■�n■■�un�uw�■rAnn n��■/■u�l�.o�mnrurrv,��nr�nnn�/A■■//U�/�/�■■/�inrrrutuu►uuu, �sNrrMrra r�ai rr r.w■r•.ru■r��rrwwv��nnnrrrrr��r■nrrr�I�■mw.■.��ri�uwri gpprrw�� mond.rnr�o=w1.��■dmn wwww/�foomrur/r■Wr.Y�r�/,rr rr/.■ =rrwwwr rrrw�.rwrrinrrrrwr�N wdm■lw�nm■wwdr■srlr■wr/.wwN■N.r■■�rsd�wllw ■t��wu■■■■wr��i�■■nr.ar.�nnu=■i■=iww►�ruu�■■■i�.■�uu■nwr■rw...nnr��■uin.n■ ww■ursr■■rrswuu■■n.rr�nnrnw ■11■■■�r�rlwun■■rrrwww�u■r,■■■r��larr►,u■n��rr ww1► wr�wlnnw�■�■■ rNw�q■r,.■■�ww11■r�■■■munalr�■i■ .■n �N■■■ Ips■■ ■ridApagivin R■q■■�H�■■■�■I■t�■■arf■■■iN�/1��nAaa/■H now man■ 1■rs'/n/IIIn>t■r■u►A ■■■�N,igwM■■/n■■S1//1��11r1■■■r.nnl �■1■■■ i■no■ ■n%Ynnu1■■nnr,■�■�i■o■■r■n■n1■■r,■■■■■Ingam MINIMUM so =In�1■■■�na �� ,unn� ,�nrlrnnl■■/■r� u��■rt■■//nar�■a/■r�rrrrr►au■r■■un �/ /!!! / ,VI1111lIIII��v9l��I1��//■!!!��%//WlIIIILGIUIID/!�� NN■r �urnow" � Mr■rr■w.■...��../I ww�NNr•�r��srrrNN►I��rrr� ■r■�r.■■.tI ■� qw� /r■n ■■wYrb112 ozwImnwm■mwI■■rOww■r'Ir/= ■w�r�tAlrur/l�■� \■ bb�Il■r■■■ Ir■rrA■■urrr� //r■N/m■li.=■■■w WM, u�w■p,r\lnuiconrr■rrt . . 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APPROVALS AND STANDARDS dition. The installing contracto,- or manufacturer should be contacted rel- The 7800FP Check\ial, es may be in- The 2 irch (50mm) through 12 inch ative to any questionp. stalled either vertical;y Ipward or hor- (300mm)Series 7800FP Grooved End izontally and they art s jitabie for use Check Valves are listed by Underwrit- in applications such ; s ers Laboratories Inc. and Under- writers' Laboratories of Canada. The TIECHNICAL DATA • fire department pur ii: -r connections Vr,ives are approved by Factory Mu to sprinkler systerr s, teal Research Corporation as single The 2 inch 15(3mm) through 12 inch check valves and as anti- water-ham- (300mm)Series 7800FP Grooved End ' • fire Pump dlschalge and by-pass mer check valves. They are also ap- Check Valves are rated for use at a connection,, proved 5y the New York City Board of maximum service pressure of 250 psi Standards and Appeals under Calen- (17,2 bar). They may he Installed eI- • connections from )u)lic water sup- dar Number 236-79-SA. ther vertically or horizontally. In the Printed in U.S.A. i 9; TD313 r if It CHECK VALVES — 2�� (50mm) through 12 �30C GRUVLOK'"D SERIES 7800FP GROOVED END — 250 PSI (17,d" bar) aco, SPRING CLPPER \ BUSHINGS(2) ASSEMBLY HINGE PIN HINGE PIN PLUG (2) \ i DRAIN CONNECTIONS \SEAT RING FIGURE A SERIES 7300FP GROOVED END CHECK VALVES 4 Inch (100mm) Size Shown plies to automatic sprinkler systems, WARNING DESCRIPTIONGENERAL and The Serie ; 7800FP Grooved End Check Vali s described herein must The 2 inch (50mm) through 12 inch gravity and pressure tank connec- be installe 1 and maintained in com- (300mm), Series 7800FP Gro,,-.,.,,l tions. pliance wi I this document.as well as End Check Valves (Ref. Fgure A) are with the a- rlicable standards of the designe i for use in grooved end pipe The 7800FP Check Valves have a rub- National .'r-e Protection Association, fire pro, :tion systems and related ber faced, swing type clapper design in addition to the standards of any equipment, where it is necessary to which provides leak tight sealing of other auth o ities having jurisdiction. permit flow in one direction and to shut back pressures greater than 1 psi Failure to 1 r so may impair the integ- off flow in the reverse direction. The; (0,07 bar). rity of the a dovices. have cut groove inlet and outlet con- nections which are suitable for use The owne- is responsible for main- with grooved and size pipe couplings taining t,., r fire protection system that are !Isted or approved for fire pro- and devic% in proper operating con- tection system service. APPROVALS AND STANDARDS dition. T .t installing contractor or manufact a ershould be contacted rel- The 7800FP Check Valves may be in- The 2 inch (50mm.) through 12 inch ative to a: questions. -'ailed either vertically upward or hor- (300mm)Series 7800FP Grooved End izontally and they are suitable for use Check Valves are listed by Underwrit- �� in applications such as ers Laboratories Inc. and Under- writers' Laboratories of Canada. The ' • fire depa•tment pumper connections Valves are approved by Fac,ory Mu- to sprinkler systems, tual Research Corporation as single The 2 in .t (50mm) through 12 inch check valves and as anti- water-ham- (300mm) S ries 7800FP Grooved End • fire pump discharge and by-pass mer check valves. They are also ap- Check V I- 3s are rated for use at a connections, proved by the New York City Board of maximun , arvice pressure of 250 psi Standards and Appeals under Calen- (17,2 bar I. They may be installed ei- • connections from public water sup- dar Number 236-79-SA. ther vert c Cy or horizontally. In the Printed in U.S.A.4-93 M313 A(J -�� " mm CHECK VALVES — (50mm) through 12 (300 ) GRUVLOWD SERIES 7800FP GROOVED ENG — 250 PSI ('07,2 bar) eco; —� SPRING I \ CLAPPER BUSHINGS (2) '� / AS;EVISLY HINGE PIN \ HINGE PIN °LUG (2) DRAIN \ CONNECTIONS \SEAT RING FIGURE A SERIES 7800FP GROOVED END CHECK VALVES 4 Inch (100mm) Size Shown plies to automatic sprinkler systems, W:j&VE G GENERAL • ■ and The Series 7800FP Grooved End Check 1alues described herein must The 2 inch (50mm) through 12 inch • gravity and pressure tank connec- be installed and maintained in com- (300mm), Series 7800FP Grooved tions. pliance with this document,as well as End Check Valves (Ref. Figure A) are with the applicable standards of the designed for use in grooved end pipe The 7800FP Check Valves have a rub- National Fire Protection Association, fire protection systems and related ber faced, swing type clapper design in addition to the standards of any equipment, where it is necessary to which provides leak tight sealing of other authoritieq having jurisdiction. permit flow in one direction and to shut back pressures greater than 1 psi city of tto do so he a devices. Impair the integ off flow in the reverse direction. They (0,07 bar). y f have cut groove inlet and outlet con- The owner is responsible for main- nections which are suitable for use taining their fire protection system with grooved end size pipe couplings and devices in proer operat ng con- that are listed or approved for fire pro ior tection system service. APPROVALS dition. The instal :eg contractor:acted rel- manufacturer should be cu— The u.The 7800FP Check Valves may be in- The 2 inch (50mm) through 12 inch atiue to any questions. stalled either vertically upward or hor- (300mm)Series 7800FP Grooved End izortally and they are suitable for use Check Valves are listed by Underwrit- in applications such as UIS Laboratories Inc. and Under- I TEcHMCAL DATA writers' Laboratories of Canada. The • fire department pumper connections Valves are approved by Factory Mu- to sprinkler systems, tual Research Corporation as single The 2 inch (50mm) through 12 inch check valves and as anti water-ham- (300mm)Series 7800FP Grooved End • fire pump discharge and by-pass mer check valves. They are also ap- Check Valves are rated for use at a connections, proved by the New York City Board of maximum service pressure of 250 psi Standards and Appeals under Calen- (17,2 bar). They may be installed ei- • connections from public water sup- dar Number 235-79-SA. ther vertically or horizontally. In the T0313 Printed in U.S.A.4-93 VALVE PIPE SIZE DIMENSIONS IN INCHES AND(MILLIMETRES) WEIGHT INCHES MILLIMETRES I LBS. (KG) ANSI DN PIPE A B C D E F G O.D. 2 50 60,3 6-3/4 2-3/8 1 1-7!16 1-3/4 4-118 3-3/16 4.3/8 7,5 (171,5) (60,3) (36,5) (44,5) I (104,8) (81,0) (111,1) (3,4) 2 112 65 73,0 7-1/4 ?.-7!1G 1-9116 1.3/4 3.13/16 3.3/8 4-1/2 �.5 (184,2) (61,9) (39,7) (44,5) (9G,8) (85,7) (114,3) ( ,8) 65 76.1 4 2-7/16 1-9/16 1.3/4 3.13/16 3-3/8 4 1/2 10.5 (104,2) (61,9) (39,7) (44,5) (96.8) (85,71 (114,3) _ (4,8) 3 80 88,9 7 3/4 2 518 2 1-13/16 a-1/16 3 11/16 4-15/16 11.5 (196,9) t(66, (50,8) (46,0) (103.2) (93,7) (125,4) (5,?.) 100 1 114,3 8-1/8 2.1!4 2-1/2 5-1/16 4-1/4 613,5 (208,4) (57,2) (63,5) (128,6) (108.0) (152,4) (6,1) 5 125 141,3 9-3/4 3-3/8 2-3/4 2.7/16 5-3/16 4-5/8 E 3!4 1 90 (247,7) (85,7) (69,9) (61,9) (131,8) (11%,5) (171,5) (8,6) �- 150 165,1 12.3/4 4-1/4 3.5/16 3-1/8 6-1/4 171, 8.5, 33.5 (323.9) (108,0) (64,1) (79,4) (158,8) (171,5) (215,9) (15,2) 6Y 150 168,3 17.3/4 4-114 3-5/16 3-1;8 :(15:8,S) i4 6 3/s 8 112 33,5 (323,9) (108,0) (84,1) (79,4) (171,5) (215,9) (15,2) 8 100 219,1 14-518 5-1/16 3-15116 4 5-15/16 8 101/4 590 (371,5) (128.6) (100,0) (101,6) (150,8) (203,2) (260,4) - (26,6) 10 250 273,0 18 6-5/16 4.1516 4-9!16 6'/8 9-3/16 121I/16 130.0 (457,2) (160,3) (125,4) (115,9) (174,.9) (233,4) (322,3) (59,0) -� 12 300 323,9 21 7-5116 6 5.1/16 7-1/4 10-3/8 14 3!4 193 0 V (533,4) (185,7) (152,4) (128,6) (184,2) (263,5) (374,7) (83,0) HINGE PIN G --A--� HINGE PIN PLUG / LIFTING EYEBOLT (10°AND 12" VALVES ONLY) F i 0t ,/ B I/2 NPT �1 U Ii2"NFT -t-E---1.--� t FIGURE B VALVE DIMENSIONS AND CONNECTION LOCATIONS SP4iN4- F,-OW RIGHT SPRING CLAPPER LEFT SPRING IN CONTACT WITH CLAPPERI H NGE PSN FLOW SPRING FLOW CLAPPER 2 Inch(50mm) through 3 Inch (80mm)Valves CLAPPER HINGE PIN \ I I IIN CONTACT / i W11H CLAPPERI / HINGE PIN IIN CONTACT WITH CLAPPER) 4 Inch(100mm)through 10 Inch(250mm)and 81nch(200mm)Valves 12 Inch(300mm)Valves FIGURE C,SPRING DETAILS vertical direction, the flow direction - 13IJSHINGS must be upwards,and in the horizontal direction,the Hinge Pin is to be located CLAPPER on the top as Illustrated in Figure B. \� The Valve dimensions and pipe thread connections are also shown in Figure CLAPPER ©� - B. Q The grooved inlet and outlet connec- tions are cut in accordance with Gruvlr,;t standard cut groove specifica- tions pecifica tions for steel pipe, and they are suit- able uit able for use with grooved end pipe couplings that are listed or approved for fire protection system service. Pipe - ''•'' ' thread connections are tnreaeeo per ' ANSI Standard 81.20.1. CLAPPER ��` ` FACING SPArcq The nominal pressure loss versus flow CLAPPER FACING i rate, as well as approximate friction FACING RETAINER % - '. loss expressed in equivalent length of FACING ` - o,pe for each size valve, are given in �1� RETAINER '=igures F-1 and F-2. LOCKNUT �J SELF-LOCKING The Valve components are illustrated CAP SCBE N in Figure A. The Body is Ductile Iron per ASTM A536 Grade 65-45-12(UNS F33100), and the year of manufacture FIGURE D FIGURE F Is cast on the Body. The Seat Ring, CLAPPER ASSEMBLY CLAPPER ASSEMBLY which is press-fit within the Body, is 2 inch(50mm)through 6 Inch (150mm)through Stainless Steel per ASTM A213 or 5 Inch(125mm)Valves 12 Inch (300mm) Valves A312 (Grade TP 304), The Hinge Pin is made from S30200 or S30400 stain- less steel and the Springs shown in Figure C are formed from stainless Facing, a S30200 or S30400 stainless Cap Screw is Type 18-8 or 315 stain- steel wire per ASTM A313 (S30200). steel Facing Retainer,and a Type 18-8 less steel. The Hinge Pin is supported by a pair stainless steel Locknut. of sintered bronze Bushings per ASTM 8438 (Grade 1, Type 11) which are The Clapper Assembly for 6 inch press-fit into the valve Body on either (150mm) through 12 inch (300mm) side of the Clapper Assembly. The size valves is illustrated in Figure E. Bushings ensure low rotational friction They consist of a C;Ictile Iron Clapper and ease of Hinge Pin removal per AS CM A536 Grade o5-45-12(UNS F33100). A pair of Bushings Identical The Clapper Assembly for 1 Inch to the ones in the Valve Body are (50mm) through B inch (125mm) size press-fit into the Clapper arms. The valves is illustrated in F gure D and Clapper Facing is EPOM rubber, the consists of a Clapper which is fabri- Spacer isType 18-8 stainless steel,the sated from S302'0C or S3C400 stain- FaLing Retainer is S30200 or S30400 less steel, an EPDM rubber Clapper stainless steel, and the Self-locking w�■■n.�■■►.■wr■■■w■� w.■■■■.■.sr�■■■w■npr�irtw■■ /■��■■■ .■s■■or■ • r■oi■■.■■a�■nu■■►, it■n■■■tt■grAzwnYr.■■Nn ►,■■rr ■r i■=nr.n■.■■■■ ow ■nr� ■�/wumu■v,MFOU, r■■►.Mnl■■M■■r. r��ui i ■r /�nll■■Irr■■ Z■ � ■�■�n/A11ul1�■M■vr4 0 ■r■■■■■■■■■ i olmllr,o■■ i w. i WAMW nn■■n',■ ■■1 ■■■m�■ r■ ��RW'/■■■ � /A I/■IOOIO■■V.�■ .M N�///•�N� I NMNr. ;+ I wN.MM I/N MM MY , • M M I1� new •-/Y•�•M�� w� n • i«Z� r tt•■■■t ,iv ts• -N g"Nia�i w • Stt1 �.■ .■ /,•••I■■SNI �t1■I r■t .■■■��•tt•//MMI.t/�■tl • • t■tn�A• .•t••I�AN ■■�� ltlt/ �IN■Ntt■•■•.•�■/..*■. �t■tr��■ /t■■■•�r1 ■■■�� •�■/,,■■rte■■/Nr■p■■t■tY�MMN■■ _■■■■�In 1 n/■n.■■ r■n I■ ra■ ■r■■■■■■■■■■■■nnr■r■■e OF A of r. i ■"M1,r■r /h■■■■ �pn ■ ■ r m■■rru■nnr■■■■■s, M=01: ■V AM" A ■� /AMR I �App■r�■ / A■rr■rMUBWAI■M�■/1 • NOW NI%§■■I�M.*■ AIIIIi 11111 NMI 2 Y■ �■■ i �IgVr�■�■W,,; ■■ I/��nlll I■f ■ In VA■nn IY11 ■ ,►.�■■ nor,■■■ .■��nu a �■ni�■ �■■� u■■ u� ai■■■r ■n • t!• ■■■r=■I/N t■■■/ NN.■r.■n ■/ ■urNN . ■N■■ ■ th iiwiiii�i■iii=WANNEiiiiil'n■i'I/r'i■ii�r �� ►s ii' i ii■"■'a viiii� F.All"iiin■=/ i=n�i�iN�ii►� i�igi■ ► � ri i� • r►.�� ■■ �r�e■■■■■■■�■� 1 I a■■ onf1�■■ ■■ ■■■■■ �n/l JA■r n i■�■■a■�� u•./l flag■ so ►/ ■■■■r,i■SEEN .ml i ■■■�� =il�ii�■�:i'�i iiiiiiiil11111 lomincesi A 111 vi=■ NMEN 0 FOR NOWNSIMIUM-00— anoNA": mom 00 10 women •• •• rat■np�nl/rs/Ino/ ■■■� ■■�■A wr■■rr sun■1 ■■■m■■ �nn■■m■■■■■rn i■■�i�■a■n�nu■r�■■■nr►■■■■n■ri■■■■■r�� , ; nrrllllll .■■=In II■■■■■r■1 ■'/■ ■■nI� nlllm■■■■■�/ r■�nllnl�i■ru■�■lo►/■■■u■ Iri=ruZ■■�r,�lllll■■■■■■n �iil■■■ Yn■r.1111N11 ■■an • ZZZ.7SHE r�ZZY CC= • • FACTORY MUTUAL APPROVED & UNDERWRITERS LABOR 4TOR1 ES L.ISTE+ "SAMMY SUPER SCREWS" (U SEE INDIVIDUAL LISTINGS BELOW L;S [N QUALIFIED FOR USE IN FIRE SPRINKLER SYSTEMS, PER NEPA #13, 2-6.1, FROM NFPA #13, 1994 EDITI01 SHANK -HANK W ITEM C MODEL RCD SIZE DIA. LENGTH DSTR S[v DRIIU Na•No TAPING IN 6rt[L UP TO 30 DSTR.75`^'> 3/6"/16 1/4" 1" _ • 1/6.011M RRAIM[R NUT FM IRCLUCCO A / DSTR SIG 31 DSTR 516 4i, 3/6"/16 5/16" 1 1/4" SRV DRIuING No OH ..I TAPPING IN SignUI TO LIP DlPTM ---� 4 T'EK 38 TZK 504 3/8"/16 1/4" 1.5" [[V GIWNG AND F►►►...--......��JJ11__ TAPPING IN St[[L Il/TO • 1/2"D[PTN FM DBT 32 DST)o 3/9"/16 3/4" 1" .A•��`.��M„N'�y,� S[V DRILLIMo AMC » DST 15 7/6"/16 1/4" 1 1/2” It it IlAk R1 Ri f1 l#'/+�` TAPPING lN Sr[u UP rO L16^DtPm 37 0ST S16 Ji 3/8"/16 5/16" 1 1/4" 04 34 DST 20 3/8"/16 1/4" 2" —�- -- ---_—_�_T 35 DST 25 3/811/16 1/4" 2 1/2" DST 316 36 DST 30 3/8"/16 1/4" 3 _ 5[V DRILLING AND TAPPING IN ST[[L UP m �L "'I".oven CST 20 SnP TAPPING FOR ufa IN 61 CST 20 3/8"/16 3/18" 2" Ad"II••PpJPP.AI,L� , COMCR[Tt.PRto"ILo Na RaaulR[o. CST 17 6o CST 17 3/6"ns 1/4" ( 3/a" 6[V TAPPING FOR Uf[IM CONCR[Tt.PR[ORILLING RtOUIRm. GST r- :.riY�• �rn-_q*4--• S[V TNR[AOING IN W000 11 GST 10 3/8"/t6 . NO 00-ILING RROUIRto I2 GST 20 C> 3/8"/16 1/4" 2" • .I� 13 65T 30 4, 3/e"/18 I/4" ?" 9PR[OT PROOUCTs INC, 2472 7TH Ave. 9, MONTH ST. PAuL..MN 98109 • (612) 773-9a.39 FAA: (612)777- sway bracing quick clamp quick clamp -g style sway brace pipE attachment -standard sway brace pipe attachiner'Tt-heavy fico.220 Ufig.22OG L U • ° C) f C /A' .. / " A Ir • .:� .%•.... r- ! — 1��• SIM RANGE. 1 cr 1-1/4 inch sway brace pg-,e; 1 through l SIZE RANGE: 1 cr 1-1/4 inch sway brace pipe: 4 through 8 inch braced 3prinker pee. inch bracers spdr.kier pipe. MATERIAL: Gold dravm steed, stainless or galvanized upon MATFRIAL: Carbon steel, stainless or gale,nized upon '. regi lest. FlNIS14:Bari siardard,others upon request. FINISH: Bare standard.others 1P=Y1 request SERVICE: Irlerded fcr later-J her-c J- pq e Lmcing agaire, SERVICE: Interted fcr =2 1 hcri:crtal ripe tracing agvir-t sway and seismic disturbance. and seismic disturhance. APPROVALS: Underwrrerc Laboratories Wad and bad APPROVAL;: Underwtters laboratories Wed and kid rated(see table in installation insirl :ns).Gere-rally moeets or rated(see'able in installation irbudiors) Generally meets or exceed NFPA 13 assigned load table requiremr ,ts for 40 exceeds NFPA 13 &-signed load rxuireirlents fcr 40 fort fort bracede spars. Exceeds toad re�--uiremeMs for V2 braced ppds e spans. Exceeds " regUiremerlts fcr 1i2 the the we?ght of 40 feet of braced pee. UL tamed t.t 1.5 tunes weight of 40 feet d braced pipe. UL tested to 1.5 tirrle� rated load. rated load. INSTALLATION: May be ir5.alecl withw cf&asseftty. I'T NSTALLATION: May be istmled wrtha.�t drrassefTt y. Tighten two torgtk- fimrling nuts urrtr7 hex break :ff. This Tighten bolts until camp •ears touch. This ass-Tes primer assures prLW tension ir1 clamp(see installation ir.-trudicr>e). tension h clamp(see insL�&ireLn-di-rs). FEATURES: 1i eades, desk7t When used with the Fig. FEATURES: Threadless design. when used with the Fa. 226 Quick End,threedrrg of sway brace pte ic unrxxe,--.vy. 225 Quick End,threading of sway brw'F'le is unnecessary. Brace Pt;es may N-cut to lr4h at tt a jcb site. Brace pis may be cut to length at the)ob s3e. • Mr.y be tighteners with a sinele wrench. • Requires no friction betw"n brace and graced cines. • M;7.y be installed after beth sway brace and braced Clamp holds full rated load even when loose. sprinkler pipes are in place. • May be irstalled after sway brace and braced • May he visually inspected: clarnp is prcperly installed sprinkler pipes are in place. when nut ands are twisted off. • May be visually inspected: clamp is prcperly installed when clamp ends touch. dimensions(inches) .weights. packaging dimensions(inches).weights.packaging brrreL byre I i• I brxrd brace nsat1 size_• pine pipe izr weight numbov pp.. P� thicSv��ss v„�ght numbs atm size rod da tppmx) of P" We San by (M—) 'd Dana A B C Lim ect Vv box A B width bs.w, per box 2 t 0112 50 — 4� 1 K.x t Zi I Yt I 089 YA x 1 213 2✓ 1 1 096 .rJ 6 1 I 14 c 1 225 25 1.12so---- — 1._-_— 1{.x 1 253 I20 -- 2 1';" ?t I 0°5 `_J 4 11A I Va x 214 5o 0.93 50 51� ?4x 1 222 25 ph-39-a �� TOPCO.974 griffin Street.Grover Beach,CA 9343;3.(1305)473-1535.FAX(Sr!,)473-1536 sway bracing quick clarnp quick clamp -g style sway brace pipe atl chrnerit -standard sway brace pipe atGiclment-heavy fig. 220 uL fig.22OG U C _L i ._ . �� r SIZE RANGE: 1 or 1-1/ inch T,ny bre e pipe; 1 through 4 SIZE RANGE: i or 1-1/4 rc+i sway brace ppe: 4 tt=ux ;h 8 V&braced sprinkler pp I inch braced scrinker pipe. MATERIAL: Cold draw creel, sess tainlcr galvanized up:,n MATERIAL: Carton steel, stainless or galvanized upon ��• r(x tom. FINISH:Bare standard,! hers upon rerpest. FINISH: Bare standard,cdhpx,-,upon reiquest SERVICE: IrteW.ed fcr _teal hcfi:crtal p1✓p tmc;ng against SERVICE: lr,tended fcr demi hcrizcf,tal ripe trz,--:ng amt sway,,rad seismic disturt trace. sway and seismic disturbance. APPROVALS: Urxlefw lens La1xxatcries Wed and load APPncvALS: Underwriters Laboratories fisted and bad rated(.see table in install- ion eistrlx-'krs).Generally meets or rated(see tai,4. 'edallation itstr�. ).Generally meets or ezcr:-eds NFPA 13 asci4, red bad ta6e requireaw-rts for 40 exceeds NFPA 13 assigned bad requirements for 40 fcrA foot braced pie spars. E"ecs h�3d r>c uirefnert, for 1/2- traced pipe spans. Exceeds bad requirements fcr 1;2 thn the weight ct 40 feet of r-a�pce. L!L tew'ed tc t 5 tkr>� weight of 40 fed 0 braced Fpp. 'JL tested to 1.5 times rated load. rated had. INSTALLATI(,N: May he ins.4wfthc4-1 dtsa_sse rtbly. -4NSTALLATION: May be ir:sGalled withcut disassembly. Tighten twn torgr+, fimil rg nuts until hex break off. This Tighten Lrits until camp ear-, toles This mires priTer assures prcpertension it demo(see installaticn insliucticns). temion in �..;r(cc-installatico irl5trur'icats). FEATURES: Tlueadlec design. When used with the Fig. FEATURES: 'Ilveadles5 design. When used with the Fig 225 Quick End,threadin of sway ur-.ue#p-is unrx-^P .�. 225 01':irx End,threading of sway brace pipe is unnecessary. Brace pipes may be cut i )length at the job site. Brace pipes may be cU to length at the jots site. • May be tighten! wit i a single wrench. • Requires no friction betw"r hn^_e and braced dices • May be installed ah ?r both sway brace and braced Clamp holds fu!I rated bad even when loose. sprinkler pipes are it place. • May be installed after sway brace and braced • May be visually insr acted: clamp is prcperly inftalled sprinkler pipes are in place when nut ends arc• t� isted off. • May be visually inspected: clamp is prcperly installed when clamp ends touch. dimensions(inches) . Heights.packs,7ir.9 dimensions Cinches).weights.packaging braced 1)n" obntai br:rxd I bo Irttablids-I-- ope Fipp d'L. wek'l I ruanbw pike P�- tt mrnber sty B rod da 1�z) of pats an sire by (fox) d pvta per box A B 1 width I los,m per box : t 50 4 1 I 11.x 1 2Q2 50 235 1 N 0(01. .P'89 I 50 5 1 Yd x 1 213 25 A c ss so 6 t _ _ _ 14 x t 2.'S 25 d 1� A 1.12 � 50 � -- 8 2 53 20 2 1!•: 'i 0.85 SQ 4 0A I 3u x I ltd 50 21 1'.h _ I x4 0.93 I s0 _ _ 14 _�x t 22B 25 3 14s SO 6 iv. ,x 1 238 25 4 1Li 1 1fi I 1.16 I 57 8 I 1/ 1Lx 1 2-5M phi ...._ TOPCC ,974 Griffin Sbvet.Grover Be..,v-h,CA 93433.(WS)47:3-1535.FAX(805)473-1536 sway gracing quick clarrrp >1 quick clamp -g style sway brat-- pipe attachment -standard sw3y brace pi a attachment-heavy fig.22J U� fig.22t7G U • • O O C y A� SIZE RANGE: 1 or 1-1/4 hJ1 s✓ray brace Pip-2- 1 through 4 SIZE RANGE: 1 x 1-1/4 i& sovay bracr;per; 4 thv-,ch 8 inch braced sprinlder pie. ix�h braced sprirN er pipe. MATERIAL: a-kJ drawn steel, starnkpss or aalvanized upon MATERIAL: G rbor steel, stainless or gahanized uprn reCr-rest FINISH:Bare standard,others t.pr_4,rept -lr FINISH:pare star moi,others upon reqj_1s4. SERL'10E: Irter6ed fcr later-) hcr^c :tal pipe bracing arf.ir,v SE?'JiCc: Irte�c d for lafe��l hcrizcr taJ r E trc rig ar u sway and seismic dt t rrtkance. spray ami seismic :5sturbwice. APPROVni S : Undervrilers Laboratc4k,- fisted and load APPROVALS: ( lderwni{ers Labomafuies fisted and Iced rated(see table to lntallaticn hstnjct r ).Gpremlly meets or rated(^,u table in rstallati)n Generally meets or exceeds NFPA 13 assigned lc�rad table requvenlerts for 40 exceeds, NFPA 1 l as^,igned load requirernerLs for 40 fcat foci bracedc spans. Exceeds lmd reguiremer-ts for 1/2 b4nced pive spar rui Exceeds load rerements fcr 1/2 the the weigh of440 feet of traced pce. UL te;Ced to 1.5 times weicl-t of 40 feet Df braced pipe. UL tested to 1.5 times rated toad. rater load. INSTALLATION: May be i z--'-.led without disassembly. '+INSTALLATION: May be installnd wrthcut dis3sseTvy. Tighten twr torr e rimifirq nuts until hex break cif. This Tighten W. s Lim clamp ears touch. This ac&zsope prr ^surev prcW ter-L-,.'-,n in ciorrw(see rsfalL3ticn instn�cticnsJ trrisirn in clamp installation irrudions). FEAT)RES: Tbre design when used with the Fig rEATURES: TI -zadk- s des-.3n. When used with the Fin. 225 Ouick tnd, threadirg c4sway bra,--e pipe is unr sar,. 225 OSS" End,tl- eadirw U sway LNace pipe is urviecess� . Brace pipes n ay be aA to lefVh at the job sae. Brace pipes may' a cut to length at the jcb site. May he tightened with a single wrench • Pequir=s no .r tion. betw"n brace and braced eines • May be installed after both sway brace and braced Clamp liolds it I rated load even whin loose. sprinkler pipes are In place. • May be inst: led after sway brace and braced • May be visually inspected: clamp is properly insta1lec' sprirk;er pipes ire in place. when nut ends are twist=d olf. • May �.e visual' insr:ected: clamp is properly installed when clamp e- is touch. dimension:,rinches).weiyhts. packaginS dimer.siors(inc zs).weights.packaging brace° t brace n mhm l braced ane I rt d" Sim Pipe Pte" stre wdc}t,, rianbar pRx pe i thidaMM � weigrtt rrs sr,b -- she 6 rod � ( p x-) I of parts We 7" by (a V-x) of� per hox A 0 widtr, is ea per box 2 1082 SO 24 1 a 1 I A I 0 I so r 1 sh z 1 213 50 —� 1 lx 1 213 25 _-- �t 0.96 .r0 6 1 3{.6 x 1 2'x 25 4 1 I ?rj 1.12 So — ,� 8 1 4i x 1 253 ZtJ 1':, Lj 0 r'~ 50 7 r r. K,x 1 2'4 57 ----_-—_ 1 i I ?�i 0.93 50 _ s _ y 3Sr x 1 Zm 25 3 iS4 }S 1 30 6 W �{,• t 233 25 4 I 1 Yi I 3i I 1 16 so v a I a; iti x 1 2'5 0 TOPCO.974 Griffin Street.Graver Beach,CA 93433.(800)47; . 1535.FAX(805)47:1,•1536 7tT.39-3 r bracing quick end-M quick end - G style sway brace stnictural attachment-standard sway brace structural attachment -heavy fig.225 fig. 225G U� U` O --T --T 7A1 7cgr- BOLT SIZE RAAGE: 1 or 1-1/4 inch sway br;k:e pipe; 1/2 to 7/8 SUE RANGE: 1 or 1.1/4 inch sway bra ze p*re; Up to three :4nictural fasteners. 1/2 to 7/8 sinodural fastener.. MATERIAL: Cart on steel, stainless or gaN'aniz-_i upon MATERIAL: Carbon steel, siainks;, c r hrinized L;-r requ�'. requc-d. FINISH: Black or galvartized, fumed Mack unless other- FINISH: Black or galvanized, furnished black Ln; ss cther- wise sW.,f;ed. wise specifed. • SERVICE: Intended for attactunerd of a latera or bngilafunal SERVICE: Intermed for attacfynent of a lateral or to grttxrnai sway brace pipe to tl)e budding structure. Part of a sway ;way brace pipe to the buihdiiing dructure. Part of a swa; brace a_ssernbly which includes a swayy brace pipe and a brace asserrlbly which includes a sv 3" brace and a sway brace pipe atadvnert. Used to brace a fire spridder sway br,-,,.e pipe attachment. Used to �rac e a fuuesprinkler system against hx r;zrntal sway and senaw dis;�e. sy�em a7irst hcnzcrtal sway and sr.--ri,ic:disturbance. APPROVALS: Undermlers Laboratories ruled and bad APPROVALS: Ur&jv hers Laboratonea icded and bad rated(see table in i>stallation instn ik)ns).Generally meets or rated(_gee table in irldallabon instn�).Generally me_,tss or exceeds NFPA 13 assigned bad table requirements for 40 ,texce ds NFPA 13 assigned load table re(*xernearits for 40 fcct lateral c•-80 foot longitudinal braced Pipe sparzs. Exceeds fart lateral or 80 frx1 brx3ductirial braced p{e spans. E rec�ds k;ad requirements for 1/2 the weight of graced pipe for these bad meadrements for 1/2 the weight of txacM pt.v_ fcv thew., spars. JL ta,-'ed to 1.5 times rated bad. spans }JL tested to 1.5 tunes rated bad. INSTALLATION: Attacts to the building structure wfth a INSTALLATION: Anacl-1es to the building str idure tAh 1 to siixgle faster r, acccmmcdatP_s 1/2 to 7/8 in. da. fasteners. 3 fasteners, amenvnociates 12 to 7/8 in. da. May be May be swiveled to orient the pipe as desired. Sway brace swiveled to orient the pie as desired. Sway brace pipe is F¢e is secured by ti htering carp ears untilthey,tcu;h. This s•=CurEd by tightening cbrnp air, =,'I tt,Ey tC4.)dl 3ssurs,g assures proper tem Jon in clamp(see irtstallatbn instructions). proper tens"in ctuT s(sew isfallation ir�ruciior>v). FEATURES: Tlvsadress design. When used with a Fig. 220 FEATURES: Threadless design. VPx-n used with a Fig. 220 Quick Clamp, threaaing d svay trice pipe n unnecessary. Quick Clamp, threading of sAay bray. pace is unnec:es,ar/. ©race pipr maybe cut to length at the job site. Brace pipes may be cid to!e rx fh at the job site. • May be visually inspected: c!arnp is properly installed • May be visually inspected :lamp is properly installed when clamp ends touch. when clamp ends tcirch. • Oversized pipe ends slide easily into the fitting. May • Oversized pioe ands slide easily into the fitting. May be ti-1htened with a single wrench. be tightened with a single wrench. • Structural attachment fastener hole is provided with a • 3 structural attachment fastener holes are provided knockout to accommodated 1/2 inch through 7/8 inch with knockutrts to accomm-,dated 1/2 inch through diameter fasteners as required. 7/8 inch diameter fastener; s required. dimenrions Cinch.-m-3) ,weights.packaging dimensions(inches).weights.packaging • awry txncc CAP I ct n'p tael w ' CAP CL-M tam mom: matar#. hole dia- t we�g:; rxantx3 sway b, mahriar mmhyrat hcie ckuwetctd rxanber PrPe� thida,.rn 7ydvx�s la�ocivYrt (appr�zj of pvt3 pier sizm ttickness dicknew knockctA 1 (.apnox.) d arta A by width by widen h or out br m per box ,A by width by width In cr out 1 6s.ea per box t 4 x 7 14 x 2 4, 1 C22 x 5 K x 2 {, 14 138 20 -_ 11. .x 1 )L x2 I N, K I 0.5� I 50 1 u )u x 5 )ti x 2 I f4. K I 203 ,r„_ TOPCO.974 Griffin Street.Grover Beach,CA 9:3433.(805)473-1535.FAX(805)473-1536 pf}a4d� Swab/ bracing quick tab Tu quick 4-way w longitudinal Sway brace atta6imei it-welded longitudinal-lateral sway bra, attachment fig.235 fig.240 I , `-A 1 \ 1 /- ----------/ SIZE RANGE: 1 or 1-1/4 inch sway brace p". SIZE RANGE: ' or 1..1/4 cinch sway brace pipe. MATERIAL: Carbon steel, stainless or galvanized til nm MATERIAL: Carbon steel, stainless or gatvanced upon request. request. FINISH: 6kx:k or galvaruzed; fumist black unless FINISH. E3lack stand,ottxxs upai request. otherwise specified. SERVICE: Intended for connection of a longitudinal sway SERVICE: Intecded fcr atta-li tet.1 of bngiiudiral sway bmcr pipe to a lateral sway brace ppe to form a c"Tlpotald, bracing "pe to spdr Oder pipes when wekfin/j is an option. or 4 way sway brace. Used as part of a horizontal pipe Espeaaliy convenient when installed on shop welded bracing system to brace against sway and seismic m2-i olds. Used to brae a fire sprinkler system agah-4 disturbance. against longitudinal herizcrttal sway and seismic disturbance. APPROVALS: 'JnckwAriters Laboratories Wed and bad APPROVALS: Underwriters Laboratories fisted and bad rated (see table in iesialla on instructions). Generally meets rated(see table in installation in!FIructir./rs). Generally meets or bad requirements for 1/2 the weight of 80 feet of barked exceeds, NEPA 13 assigned bad table requirements for 40 pipe. UL tested to 1.5 tam�mted lad. foot braced pipe spares. Exceeds bad requirements for 112 HNSTALLATION: May be hstaW without drsasserrlbfy. rage weight c'4G J 11-raced4J e. Ulr lestcd to 1.5times . rated bad. Tighten bc;tt unto cI��rrP ears force. This assures proper tension in clamps(see ir�n dons). "JSTALLATION: Weld tab on sprinkler pipe where desired. FEATURES: Threadless design. When used with the Fig. Attacn sway brw.e pipe by sr'Uping through r ramp. Sway 225 Qui-k End,threading d sway brace pipe s unnecessary, brace pine is sparred by tightening boat untr; clamp ears Brace per,may be cut to length at the)ch site. touch. This assures prr-per tension in chap(.see installation instrur.:ticns). • %lay be visually inspected: clamp is properly installed FEATURES: Threadless design. When trmed with the Figwhen clamp ends tcluch. 225 Quick End, threading of sway brace p4-*, is t"'- • Oversize pipe ends Glide easily into the clamps. neces-'; y. Brare pees may be cut to length at the job site. • Pre-assembled, two piece construction rotates to • May be visual) ins acted: clam Is properly Installed accommodate any angle between longitudinal and y y p`' p p p y when the clamp ends touch. lateral pipes. • Allows vary quick field ins'7012ticn. • Oversized pipe ends slide easily into the fitting.May be tightened with a single wrench. • Rotates to accomodate any longitudinal bracing angle. dimensions Cinches).weights.packaging dimensions Cinches).weights.packagingr� brtae PipePtCa pipe- SL weight ruanb� away byre damp: tab weight n,,,b r » ata krXA (amex.) of pats pipe size thic awls Tuckn em (app/ox.) of pars A D try width bis ell per box A tw width by width be en pg box --- -- _ t 1 Y.x i 0� I 50 t 14 x ? 31.x 2 O fid 50 t i v w z 1 0'N I s0 Nux 1 I ►ux 2 0.7:1 I so iS5 1V. 14x 1 `� ph-39-d TOPCO.974 Griffin Street.Grover Beach,CA 934M.(805)473-1535.FAX(SM TM1536 1 VS F (BPOTTER VANE TYPE WAT ERFLOW SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Crag Rd ./P. O. Box 28480 1967 Leslie Street St.Louis, Mo- 63146 Don Mills, Ontario, Canada M382M3 (814)878-4821 1 (800)325-3936 (416) 441-1833 UI_&ULC LISTED,FM 8 L PC APPROVED Service Pressure: Ur ro 450 PF! Minimum Flow R rte for Alarm: 10 GPM Maximum Su;ge: 18 FPS Contact Ratings: Two sets of S P D T (Form C) 10.00 Amp rod 125i250V.AC 2 00 Amp @ 0-30V DC Resistive Conduit Entrances: Two knockouts provided for 1/2'conduit Environmental Specifications: Suitable for indcor or outdoor use with factory installed • gasket and die-cast aluminum housing Nor, corrosive sleeve factory installed in saddle Temperature Range 40'F/120°F, 4 5'C/49°C. Caution: This device is not intended for applications,n explcslve environments r i Sizes Available: For schedules 10 thru 4C sizes 2'thou 8" • Service Use: Automatic Sprinkler NFPA-13 One or two Family Dwelling NFPA-130 Residential Occuoancies up to 4 Stories NFPA-13R Central Station NFPA-71 Local NFPA-2A U.S. PAT. NO. 3921999 Auxiliary NFPA-726 CANADIAN PAT. NO. 1009680 Remote Station NFPA-72� OTHERS PATENTS PEi!DING Proprietary NFPA-72D POTTEP ELECTRIC, Rd., 1990 Optional. Cover Tamper Switch Order Stk. No.0090018 GENERAL INFORMA'ION INSTALLATION See Fig.2 The Modei vSR-F is ;a vane type wateifluw switch for u;a Thesa dav,ces .Tay :,a mcurted cn a`crizcrtal cr r2r';cal p:p- wet sprinkier systems It is UL Listed and �7M approved for On horizontal pipe they should be installed on the top side of the use on steel pipe, schedules 10 throuc;h 40 thtu 8'. pipe where they will be accessible The units shou'd not be in LPC approved s zes are 2' through 8' stalled within 6 inches of a fitting which changes the direction of the waterflow or within 24 inches of c valve or drain The une, may also be ised as a sectieral watertlow detecto- on large systems. Drain the system and drill a hole in the pipe using a circular saw in slow speed drill. The 2' and 2 1/2'devices require a hole wit` T'•p omit contains two single pole, double throw, snap action a dia. of 1 1/4' + 1i8' - 1/16' All other sizes require a hole with ,vvr,;ries and an adjustable pneumatic retard The switches are ac- a dia. of 2' t 1/8' tuated when a flow of 10 gallons per minute or more occurs down- stream of the device The flew condition must exist for a period of Clean the inside pipe of all growth or other material for a dis time necessary to overcome the selected retard period. lance equal to the pipe diameter on either side of the hole ENCLOSURE The ur A is enclosed n a general purpose, cast RnII the vane so that it may be inserted into the hole, do nc, aluminum housing. The covers held in place with two tamper re- bend or crease A. Insert the vanes so that the arrow on the sistant screws which require special key'or removal. Afleld instal- saddle points in the directior ^f the waterflow. Install the caddie !able cover tamper switch is available as an option%)ich may be strap and tighten nuts alternately to an eventual 50 ft-lbs.c useu to indicate unauthorized removal of the cover. See Bulletin torque. See Fig.2 The vane must not rub the it gide of the pipe MFG. #5400775 for installation instructions of this switch. or bind In any way PRINTED IN USA MKT.foom 01-REY H PAGE t OF MFO.05400741 �1 VSR-F (R) POTTFn SANE TYPE WATERFLOW b,.R� SWITCH WITH RETARD ONO BOBOO FIG. 1 RENOEE ED TAMADJUSTIENIT: TO DO NOY LEAVE COVER OFF FOR FIG. 2 I CFMTOTURN KNOB EXTENDPERIOD OF TILE SWCH TERMINAL CONNECTIONS an"M Dr1ECTl im Imn oESlllm TUBE DELAY.USE TIGHTEN Nuns riMIP1NG PLATE TERMINAL RIETAIIIDIKRSLARYTO • EVENTUAL Wr.-M P"kVENT FALSE ALAMOS OF TORQUE _,TIP A'e'SETTeq 0 USUALLY ADd]WTE FOIL T1M. FACTORY SET AT'S'. TO IISITALL,DM LL A HOLE AS MOUNTAMROW ON ON PIKE II�ICAYEO: POINTS 'iN DSI'EctX44 P"BUT HOLE SIZE OF RATE7KL011 0114 /710-31 1•TO21/2' 1 1/1'.tA.1/1S' �I ��DOIE N AiGfR.1.'�Lii C —' - - OF WATDFNlETION 1'TO S' 2':1A' OFMATERfLDI1 AN UNINSUI.ATED SECTION OF A SINGLE CONDUCTOR IS NOT PER- MITTED TO SE LOOPED AROUND w0��1DN or NvrE: A comomm or Lw: AP. THE TERMINAL AND SERVE AS \OW PROVAL OFT HE PRODUCT■THAT RFTAR 7 SE1TMO OF D OR 71 SEC, TWO SEPARATE CONNECTIONS. ONO$SHALL NOT BE EXCEEDED. THE WIRE MUST BE SEVERED TO D'M0 VISI-70 SERVE AS TWO SEPARATE ;.ON,. NECTIONS, THEREBY PROVIDING SUPERVISION OF THE CONNEC- TIONS IN THE EVENT THAT THE APPROX.RETARD SETTINGS ON SEC.) WIRE BECOMES DISLODGED100 A B c 0 E FROM UNDER TFRMINAL. 10-25 2010 ss-ss 50-70 _e0-40 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS LOCAL BELL STYLE B / WSS B TRANSFORMER OR END OF UNF RESISTOR) BATTERY POWERED CKT. (SEE NLTE) END OF OPEN ON ALARM CLOSE ON OPEN ONCLOSE ON LINE ALARM ALARM AIAAM RESISTOR -� _6\_— SIGNALING DEVFe ICE SUPERVISED LOOP NOTE ►{iR E'". ITIDED clRcuT7s. iwrtcH (SEE NOTE) _ TERM'L4l CONNECTKM* TYPICAL SWTTCH AC11ON FROM OPEN ON CLOSE ON TO AA^'L ORA NIM AND CAUTION CONTROL ALARM ALARM DE) CES OPEN ON H. CLOSE ON PANE ' OR RETURN ALARM ASM —� �_ TO CONTROL ;IwG. /781-15 NOTES: 1. The Model VSR-F has two switches,one can be used to operate a central station, proprietary or remots signaling unit,while the tether contact is used to operate a local audible or visual annunc'mir. 2. A cor,dli,nn of LPC Approval of this product is that the electrical en,ry must to sealed to exclude moisture TESTING The frequency of testing for the mL ;el VSR-F and its If there Are no provisions for testing the operation of the flow associated protective monitoring system should be in detection device on the system, application of the VSR-F is accordance with applicable NFPA Standards and/or the not recommended or advisable. aLrthority having jurisdiction, but under no circumstances A minimum flaw of 10 gpm is required to activate this device. less than bi-monthly. if provided, the 'Inspectors Test" valve, that is usually IMPORTANT NOTICE: Please advise the persotI respon- located at the end of the most remote branch line,should sible for testing ofthe ire Protection System that this systp— always be used for Test purposwa. ,Trust be tested in accordance with the T esttng'Instrudiol PAGE 2 OF 2 PKT•MBOOOM-REV H PRINTED IN USA W:KL tsisma'1 i )1 (E) POTTER BELLS ® PBA-AC & PBC Potter Electric Signal Company 2081 Craig Rd.,/P.O. Box 28480 Potter Electric Signal & Mfg. L 1967 Leslie Street St. Louis, MO 63146 Don Mills, Ontario, Canada M3E (314)878-4321 ! (800) 325-3936 (416) 441-1833 UL LISTED, FM APPROVED Sizes Available: 6", 8", and 10" Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Pola x,14 24VL C (20.4 to 31.2) Polar Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1 �y I -40° to 150°F (outdoor use require weatherproof back�'ox) Termination: 4 No. 18 AVG stranded wires Finish. Red powder coating Bell Guard: Universal bell guard bracket included cr 10" bells for use with center mount guar Optional: Model BBK-1 weatherproof hrlc!(I cx These vibrating type bells are designed for use as fire, burglar, or general signaling devices. They have lour p( consumption and high decibel ratings. The unit mounts on a standard 4"square electrical box for indoor use,or on a m. BBK-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE l OLARIZED AND HAVE BUILT-IN TRA14SIENT PROTECTION: SIZE VOLTAGE—_T MODEL N9. STOCK NO. I CURRENT(MA- -x)� APICAL dB MINIMUM dB 10 FT. q 10 FT. 8 12VDC PBD125 12A B5 75 8 12VOC P80128 1708012 12A 90 75 10 12VDC u01210 1710012 .12A 92 75 6 _24VDC P8G2a6 1708024 OeA 87 75 8 24VOC P80:^.411 17011024 .06A 91 79 10 24VCC, PSD2410 1710024 08A 94 79 6 24v.+cam_ PBA.216 1866024 - 17A_ 91 75 8 24VAC pyA2aP, 1806024 _ 1711 � 9a 75 _10_ 24VAC PBA2410 18'0024 .17A 94 75 8 120VAC 01BA1206 1806120 OSA 92 1 - 82 — 9 12CVAC PBA 1208�—,808120 05A 99 82 IU '20VAC P8A1201U 1810120 05A 99 85 Weatherproof backbox model BBK-1 Stk No. 1500001. !`cotes: 1. Minimum d8 atings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature rnge. is -30°to 1507. 2. Typical dB ratings are calculated from measurement:; made with a conventional sound level meter and are indicative of outpr levels in an actual installation, mss. a�R PRINTED IN USA MKT./>,W,a"-REV G PAGE 1 OF MFG �':IOQ7Te t ,1 BELLS ERPSP.-AC & PBD-DC • POTT DIMENSIONS FIG. 2 WEATHERPROOF BACKS FIG. 1 BELLS BOX HAS ONE THREADED 112-CONDUIT ENTRANI:E -fl 3 3/Ir O 3 3 0 1 /, o — DWr�. WIRING (REAR VIEW) FIG. 3 OBSERVE POLARITY ON D.C. BELLS RED (OUT) —� o TO NEXT SELL I OR END- LIN FROM CONTROL PANEL RES\'_ OR PRECEDING BELL —0� SLACK (CUT) ) DWG #775-3 (_dUllOn: When elect,lcal supervision is requirel Note: Observe polarity D C Belto ring ls. use in and out leads as shown. Red wires positive (+). F31ack wires negative H INSTALLATIONossible. 1. The,bell should be mounted a minimum 0113 ft. from the floor or .,,s close to the ceiling as p 2. Remove the gong. 3. Connect wiring (see Fig. T- 4. Mount bell mechanism to backbox. on positioning pin, in the merhanism housing, is in the hole in the gong). 5. Reinstall the gong (be sure that the gong P P required IbQlls must be heard in a g, Test all bids for proper operation and observe that they can be heard where areas l dts ionated by the authority having iurisdiLtion. n guard bracket (included} ben' goo tQ- models - It center mount bell guerd is used, ;noant be ordecf �� NOTE: on 8- �` ,i guard may then be mounted to brr.'xet with screw P ommum �It retaining screw• fie. g REV o MKT./ans0001" MM 1540 ri PAGE 2 OF 2 SIGHT FLOW CONNECTION, 1 " AND 2 ' NPT SIZES MODEL F1321 DESCRIPTION 1-Body Sight Flow Connections are designed 2-Cover(2 req'd) for use :n fire protection systems as a 3-wining(2 raga) means for visibly checking that water 4-Window(2 req'd) � Is flowing and filling the pipe at that i- Round Head / point. Machine Screw, The are usual) brass or plated steel. I They y installed in main drain No.8-32 x 3/8" I lines and inspector's test pipe- when it for 1"size 18 req'dl is not possible to terminat the dis No.8-32 x 1/2"for �\ charge ou let where the water flow 2"size(12 read! can be readily observed. They are zlso 6-Identification Plate I used in diesel engine fire pump instal- % lations to indicate the flow of cooling !- - water to the engine. TFIe Model F1321 Sight F:„,-,: Connec tion is rated for 175 psi pressure ser- 4 vice and is available in 1 and 2 inch \ NPT sizes. ' \\\ —3 APPR�`/ALS AND STA^IDAP,OS 6 Model F 1321 Sight Flow Connections 2 are listed by Underwriters Labor atories Inc. They are approved by DOE14;C 3 Factory Mutual Research Corporation IN MCHC AND IMM) �' --a and by the New York City Board of r ,PE SIZE �— St lndards and Appeals under Calendar a M (.NPr z,NP Number 236-79-SA. "t6 1251 (50) W,P_Vl,VG A 3.25 a.00 Th e -Model F13 1 S •h . t Flow Cennec- z .6 3 3, ! 6 21 tion must be installed and maintained _ a _ (50.9) 1 C4 in compliance with this document as C 3.00 410 well as with thea applicable standards 75•zl a 14.3) \ a PP rAKE IAS 3. 2 of the ;National Fire Protection Asso- ouT 147.91 I.e.zl ciation in addition to the standards of any other autho?ities having junsdic. !ion. Failure to do so may impair the FIGURE A integrity of this device. MODEL F1321 SIGHT FLOW CONNECTION The owner is responsible for maintain- ing his fire protection sysrem and devices in proper operating conditic.1. The installing contractor or manufac- INSTALLATION 2. Remove the Machine Screws, Cover, turer should be contacted relative to Sight Flow Connections may be Window and 0-Ring on the leaking any questions. installed in vertical or horizontal side. piping for flow in either direction. Sight Flow Connections provide a cur- When finally positioned, one of the 3. Clean all scale, rust and debris from so-v means for verifying full appearing Windows must not be obstructed the inside sealing surfaces of the vlater flow in an inspector's test pipe. from straight-on viewing. connection. Thev do not indicate that the sprinkler system or drain line is free of ovstruc- CARE AND MAINTENANCE 4 Clean the Window with a soft lint- tions. The Model F1321 Signt Flow Conned `ree cloth. tion does not require any regular scheduled maint-nance. 5. Place a new 0-Ring in the machined DESIGN (Figure A) recess, ant' then reinstall the Win- The Bed,/ (1) of a Model F1321 Con. If there is leakage around a Window, dove, Cover and Machine Screws. nection Is made fron a 125 ib. C, :t prr,ceed as follows: Tighten the screws securely. iton cross per ANSI 816.4. The view- 1. Tighten the Machine Screws. If ing Windows (4) are a clear acrylic, leakage persists, shut off flow to the Covers (2) are mild steel and the the F1321 by closing the inspec- NOTE: Used 0-Ring- should not be 0-Rings (3) are P ma-N. tor's test vale and: installed tidth replacement Windovt- Printed n IJ S A. 10-85 T0400 S1GH'T FLOW CONNECTION, MODEL F1321 r WARdANTY CONVERSION FACTORS Seller warrants for a period of one Following is a list of tactors for con- year `rom the date of shipment verting English units cf measurement (war anty period) that the ptsduct., referenced herein to equivalent SI furnished hereunder will be free trc,n (International System) units. Items defects in material and workmanship. marked with an asteri!k are not recog- nized SI units; however, are included For further details on Warranty, see since they are commonly used in many Price List. countries. 1 inch - 25.430 mm 1 psi W 6.895 kPa ORDERING PROCEDURE = 0.01989 bar' 0.0703 kg/cm2' Order as Required: 1" (25 mm) Model F1321 Sight Flow Connection, PSN 52-069-1-.006 2" (50 mm) Model F1321 Sight Flow Connection, PSN 52-069-1-009 To Order Replacement Parts Specify: (description) for use with isize) Model F1321 Sight Flow Connection, PSN (specify). 1" (25 mm) Model F 1321 Cover . . . . . . . PSN 92-069-1-011 O-Ring . . . . . . PSN 62--578-1-216 Window. . . . . . PSN 92-069-1-013 2" (50 mm) Model F1321 Cover . . . . . . . PSN 92-069-1-002 O-Ring . . . . . . PSN 62--578-1--330 Window. . . . . . PSN 92-069-1-004 Machine Screws (Item 5 in Figure A) are not available for replacement. They are a common hardware item and should be obtained locally. 0 Registered trademark or GRINNELL CORPORATION,3 TYCO PARK,EXE'.ER,NH 03833 1 �?ti 7O CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Lin(-. 639-4175 Business Line: 639-4171 11 f BLIP _- -Date Requested / 'Z- _—AM.__ PM __-- _ BLD _-- LocationSuite. �— MEG Contact Person � _ Ph Z---W7 z�' PLM Contractor F — SWR {MAS----- Tenant/Owner —---- -^T ELC Retaining Wall ELR — Footing Access. FPS Foundation - Ftg Drain _ -- SGN zGd� O Crawl Drain Inspection Notes. Slab - SIT Post&Beam — ------ - - -_ Ext Sheath/Shear --- Int Sheath/Shear Framing ,FLG '— — - --- ----- — Insulation Drywall Nailing - Firewall Fire Sprinkler - Fire Alarm V Susp'd Ceiling -- Roof FinAP / TfASS PARTFAIL - -- PLUMB;NG Pos!6 Beam Under Slab _ Top Out Water Service _ - Sanitary Sewer Rain Drains Final PASS PART FAIL MECHANICAL I', st & Hearn -- I Rough In Gas Line --- - - Smoke Dampers Final - -- PASS PART FAIT_ - - ELECTRICAL - Service — - -- --- Rough In UG/Slab -- -- - ---- ----._- Low Voltage Fire Alarm -- Final PASS PART FAIL -- --- - ---•-- ---SITE Backfill/Grading -- Sanitary Sewer Storm Drain [ ]Reinspection fee of$— _required before next inspection. Pay at City H311, 1312.5 SW Hall Blvd Catch BasinUnable to inspect-no access Fire Supply Line [ 1 Please call for reinspection RE: _ [ ] p ADA Approach/SidewalkInspector Ext Other _ Dete _ � ��_ _ — _—_--__— _ — Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Lincs: 639-4175 Business Line: 639-4171 BLIP Date Requested f�'''� r AM PM BLD _ Suite MEC Location PhPLM —--- Contact Person ---- Ph SWR Contractor — _ -- _ _ --- ELC BUILDING Tenant/Owner -- ELR _ Retaimpq Wall _ - cce SSr FPS oundation Ud SGN 6701Ftg Drain - - -- " Crawl Drain Inspection Notes _ SIT Slab -- Post&Beam _ Ext Sheath/Shear - Int Sheath/Shear ramirig �/z r sulatior Dt7 X ( / /� Drywall Nailing Firewall Fire Sprinkler — Fire Alarm — Susp'd Ceiling - -- Root — Misc. Fin GkASSING )PART E IL — Post& Bearn Under Slab Top Out WMer Service _----- Sanitary Sewer Rain Drains -. --- Final _ PASS PART FAIL - r CHANICALst K Be amughIns Lineoke Dampers — -- Final - PASS "Plr i AIL - ELECTRICAL Service - - -— —.-- Rough In - UG/Slab - Low Voltage Fire Alarm Final PASS PART FAIL SITE — _ ----- --- - _ Backfill/Grading Sanitary Sewer _required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Storm Drain [ J Reinspection fee of$ Catch Basin _— _— [ J Unab a to inspect-no access Fire Supply Line [ ]Please call for reinspection RE. . N. Y41 ADA Approach/Sidewalk Date In3pector _Ext _— Other --_ Final PASS PAR FAIL DO NOY REMOVE this In.--pec-tion ernrd from the job site. j I CI1 � O� ! I�/"�R® B.,'!_DING PE*.;:.1T,� — PERMIT#: BUP2001-00083 DEVELOPMENT SERVICES DATE ISSUED: 03/06/2001 13125 SW Hall Blvci.,Tiqard. OR 97223 (503) 639-4171 PARCEL.: 1S135BC-00500 SITE ADr)RESS: 10770 SW CASCADE AVE SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION: TIG REISSUE: FLOOR_AREAS _ EXTERIOR WALL CONSTRUCTION CLASS OF WORK: OTR _ FIRST. 0 sf N: S: C: W: TYPE OF USE: COM SECOND: sf _ PROJECT OPENINGS? __ _ TYPE OF CONST: 3N sf N. S: E: Ni OCCUPANCY GRP: U2 TOTAL AREA: 000 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT- sf AREA SEP. RATED: STOR: HT: 20 ft GARAGE: sf OCCU SEP RATED: BSMT?: MEZZ'?: REQ_D SETBACKS_ REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL.: SMOK DET: DWEI_I_ING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BFDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 6,000.00 Remarks: Freestanding Sign - SGN2001-00044 — — — _-- Owner: Contractor: DESTINATION HARLEY-DAVIDSON SECI IRI'I-Y SIGNS INC 2302 PACIFIC HO.Y E 436 SE 12TH AVE TACOMA,WA 98,124 PORTLAND, OR 97214 Phone: Phone: 232-4172 Reg #: LIC 122804 r FEES REQUIRED INSPECTIONS — Type By Date Amount Receip+ Foot/Found Insp PLCK CTR 02/28/2001 $65.59 27200100000 Framing Insp PRMT CTR 03/06/2001 $100.90 27200100000 Final Inspection 5PCT CTR 03/06/2001 $8.07 27200100000 Total $174.56 This permit is issued subject to the regulations contained in the Tigard Municipal Coda, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 clays. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952--001-1987. You may obtain a copy of these rules or direct ques'Jons to OUNC by calling (503) 246-1987. Permitee > _ SlgnaUire: Issued By: = - Call 6394175 by 7 p.m.for an Inspection the next business day BTJt. " Building Permit ELC - Electrical Permit _ Inspection Description Date Passed B Ins ection Description Date Passed B Footing/Setback _ Underground cover _ Foundation walls Wall cover Footing drain L- cl Hglo Ceiling cover Waterproof bsmt walls _ Electrical rough-in ;iab Electrical service Crawl drain Electrical final Underfloor insulation _ Post/beam structural Shear walls/anchors ELR - Restricted Energy Permit Roof nailing Inspection Description Date Passed B Firewall Low voltage Tilt-up panel Electrical final Masonry/Reinforcement _ Framing -- MFG-Structure set-up MEC - Mechanical Permit Insulation _ D wall nailinf; Ins ion Description Date Passed B , ended ceiling Post/beam mechanical Su Gas line _ Engineered soils Mechanical rough-in Welding Lab Final Fire damper Concrete Lab Final Duct work Bolting Lab Final Firepri�oflng Lab Final Smoke detector Mechanical final Structural observati Final inspection — �y PLM - Plunibinp. Permit BUP — Fire Protection stem Permit Inspection Description Date Passed B S Plumbin underslab in_ s ection Description Date Passed By Crawl drain _ Sprinkler unc;,�rfloor/slab Post/beam plumbing S rinkler rough-in Plumbing top-out Sprinkler final _ RP/backflow reventer_ Fire alarm final Rain drain Storm drain _ Water service SIT - Site Permit _ Sanitary sewer Ins ection Descripti�►n Date Parsec' B� I Culvert/catch basin Footings - —� - Pum /fill septic tank Foundation walls _ _ --Plumbing final Sprinkler supply lines_ Sprinkler underfloor/slab Catch basin/Manhole SWR - Sewer Permit Engineered soils _ inspection Description Date Passed B_� Engineering occe cane Sanitary sewer Final inspection _ Final ins tion - -- INSPECTION RECORD - BUP, PLM, SWR, ELC, ELL, MEC, SIT PERMITS 'AC BUILDING CITY OF TIGARD — PERMIT#: BUP2003-003'47 DEVELOPMENT SERVICES DATE ISSUED: 6/26/03 13125 SW Mall Blvd.,Tipard, OR 97223 t:-Z�t 639-4171 PARCEL: 1S135BC-00500 SITE ADDRESS: 10770 SW CASCACE AVE ZONING: I-P SUBDIVISION: BLOCK: __—LOT:----- jURISVICTION: TIG REISSU": _` FLOOR AREAS _ EXTERIOR WALL CONSTRUCTION CLASS OF WORK: OTR FIRST: sf N: S: E: W TYPE. OF USE: CONI SECOND: sf __ PROJECT OPENINGS? _ TYPE OF CONST: 3N sf N: S: E: W: OCCUPANCY GRP: B TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LC^0: BASEMENT: sf AREA SEP. RATED: GARAGE: sf OCCU SEP. RATED: STOR: I: ft BS OR: Mr _ REQ_D_ SETBACKS _ __ _ _ REQUIRED FLOOR �.^ �U: psf LEFT: ft RGHT:J ft FIR SPKL: Y SMOK DET: DWELLING U'JI I'S: iRNT: ft REAR. ft FIR ALRM : HNDICP ACC: BEDRMS: UArMS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 92,000.00 Remarks: Exteritr Ca, c Owner: Contractor: DESTINATION HARLEY DAVIDSON PERLO MCCORMICK PACIFIC 10770 SW CASCADE BLVD 7190 SW SANDBURG ST TIGARD, OR 97223 PORTLAND, OR 97223 Phone: Phone: 503-624-2090 Reg#: LIC 144525 _ FEES REQUIRED INSPECTION__ _ Description Date Amount Framing Insp Structural welding final reps BUILD] Permit Fee 6126103 $700.54 High strength holts final ref TAX] 8%.State Tax 6/26/03 $56.04 Misc. Inspection 131!PPI.N I Pin Rv 6/26/03 $458.35 Total $1,211.93 IThis permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 160 days. ATTENTION: Oregon law requires you to fallow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain a copy of these rules or direct questions to OUNC by calling (503 -6099-or 1-800-332-2344. Issued By: -- Pennittee Signature: Call 639-4175 by 7 p.m.for an i.ispection the next business day V� Building Permit Application --� - Date received:IOI t� G Penna n ,pp 3 City of Tigard ('ilr of TiKurcl Address: 13125 SW hall Blvd,Tigard,OR 97223 Project/appl.no.: Expire date: Phone: (503) 039-4171 �/ Date issued: By: Receipt no.. Fax: (503) 598-1960 v Case file no. Payment type Land use approval: O i&2 family Simple Complex: U I & 2 family dwelling or accessory Acommercial/industrial .l Multi-family U New construction J Demolition Addition/alteration/replacement U Tenant improvement -11-ire sprinkler/alarm J Other: Job address: e6 (J A Bldg. no.: Suite no.: Lot: Block:_ Subdivision: Tax map/tax lot/account no.: 00so 0 Project name: 414h2 - Description and lozation of work on premises/special condition N►tit.l c FOt Name: (Floodplainseplic capacity.,sollar',elk.) Mailing address: 1(x-7 7 U 5 1 &2 family dwelling: City: TI Ln State: ZIP:9 2 Valuation of work . Phone: Fax: I F-mail: No. of bedrooms/baths.................................. Owner's represen.ativc: w .— Total number of floors .................................. -- Phone: Fax: 111-mail: New dwelling area(sq. ft.)................ ........... Garage/carport area(sq.ft.) .......................... Name: Lll,t-� _ Covered porch area(sq. ft.) .. ....................... Mailing addressL.Qk&W Deck arca(sq. ft.)....... ............ ............. ...... State: - _ Othcr>Lructurcarea(sq. ft.). . ... ............city: 7ommerciallindustrial/multi-family'Phunc:yp p� Valuation of work ... .............. ...................... g 9 Zi D ''! Fxistink bldg.arca(sq. 11.)...................... .... 2_t44�$Q--- Business name: -- (� 1•?(�'---_-1��"�Z/`'3��-- Nov bldg.arca Isy. R.1.............. ........... �®.----- Address:7 _ 1 -� G S -- Number of stories................. ................... Cite State: TIP:q 7 Type of construction ... .................... .... .... N Phone:fe�•�2r�� D FaY:�t�,'aJ.yfJ [:-mail: C'C'b no.: — — Occupancy group(s). Existing: -A,+� M( 15Z. �z�— — — NOV: City/metro tic.no 4 2ls G Notfee:All Contractors and subcontractors are required to he licensed with the Orego,t C onsir+.Ict.r n Contractors Board under Name:�� (�/f F�-� pmt i�ion�tit()RS 701 and may be+t:quircd to he licensed in the Address: •jurisdiction,where work t::being performed. If the applicant is —��—��-- �� T --.5T exempt Flom licensing.the following reason applies: City: ,.aj=J'D- I state:Ce I ZIP: G 7Z0L Contact person:wfM l flan no.: - - Phone:::::::::---- - Fax E-mail:- --- -- - I MI Name: . Grp Contact person:lanab E&A_ Fees due upon.Ipphcuuon.............................S ------- Address�tib Sw lii�' _ Date recci%ed City_ --r-N+_-m-4 S(ate: ZIP: �{' zp Amount rccetsed....... ...................................S Phunc: )_Zu-/_y� Fax, -2a- I:-mail: Pleas, refer to fee schedule. I hereby cenifj I have read and examined this application and the Nat all nin,dictu•nr ac"Pt cre,61 cant<,plcau all lun%dictn,n Ior m.m:mh.manan attached checklist All provisions of laws and ordinances governing this J%+L+ J MasterCard work Will be compiled w•itt ecifted herein or not. credit card numhcr Authorized signature: e ate: U / ' Namc.,r cardh,adci ac�ho,cn on ucdu car Ptint nanlc: _____— carilh,ddcr sil;aature \mourn Notice Tn;s permit application expires ifa permit is not obtained within 180 days after it has been accepted as complete. --- 4411.461+it,tNic(Hn i CITY OF T I G A R D -�- BUILDING PERMIT PERMIT #: 11UP2003-00364 DEVELOPMENT SERVICES DATE ISSUED: 6/30/03 13125 SW Hall Blvd., Tiqard, OR 97223 (503) 639-4171 PARCEL: 1S135BC-00500 SITE ADDRESS: 10770 SW CASCADE AVE SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION: TIG REISSUE: FLOOR AREAS_ EXTERIOR WALL CONSTRUC_T10N__ CLASS OF WORK: FPS FIRST: —sf N: S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS?__ _ TYPE OF CONST: 5N sf N: S: E: W__ OCCUPANCY GRP: B TOTAL AREA: O sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE- sf OCCU SEP. RATED. BSMT?: MEZZ?: REQD SETBACKS REQUIRED__ _ FLOOR LOAD: psf LEFT: � ft RGHT: ft FIR SPKL: Y SMOK DIET:T DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VAL UE: $ 5,300.00 Remarh s: Installation of new dry system for new exterior canopy. Owner: Contractor: DESTINATION HARLEY DAVIDSON FIRE SYSTEMS WEST INC 10770 SW CASCADE BLVD 600 SE MARITIME AVE #300 TIGARD, OR 97223 VANCOUVER, WA 98661 Phone. Phone: 360-693-9906 Reg #: LIC 49732 FEES REQUIRED INSPECTIONS Description Date Amotint Sprinkler Rough-In [BUILD] Permit Fee 6/16/03 $100.90 Sprinkler F'nal i'AXj 8%Stale"Tax 6/16/03 $807 FLSj FLS Pin RN, 6/16/03 $4036 Total $149.33 This permit Is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for rnore than 180 days. / TENTION: Oregon law Falling u'res-yot-Wollow the rules adopted by the Oregon Utility Notification Center. Those n.les are set forth in OAR -001-0010throes OAR952-001-0100. You may obtain a copy of these rules or direct questions to OUNC by (503)246-5699 1-800- 2-2 4. I ued By: ' Permittee Signature: Gj Call 639-4175 by 7 p.m. for an inspection the next busine,!;s day I 1 I A 70 -S F rre Pro�fection SN'ste", Building Permit Application Date received: G 1&,,6 Permit n j.: tlf CCJ� City of Tigard ProjecVappl.no.: �— a dart; (Tigard Phone: 13125 SW Hail Blvd,Tigard.OR 97223 Phone: (503) 639-4171 Date issued: BykjIbI Receipt no Fax: (503) 598-1960 Case rile no.. Payment type: Land use approval: !•4'family:Simple Complex: J ' &2 family dwelling or accessory U Conunerclal;utdwtnal J ML'lu1,111:11" J New construction U Demolition 'M Additiort/alteration/replacement U•T'runt Improvement 74 Fire 5prmi.i Nalarm U Other: JOB t Job address: �0-1-10 v C A 3 440K Avr�Pvx Bldg.no.: Suite no.: --_� Lot Block: Subdivision: _ I i, map/tax IoNaccount no.: Project name: aN _ _ --------1 Description and location of work on premises/special conditions:_L_. •-ll� ►�+'� �`+ -��"`- �" t''�'" - - L111,20 oil, Name: P� MSC o.w.�� --of �n). 17cr-' 1 AZlt�- '' Mailing address: " `' &2 family dwelling: Citv: 5tatc:a.- 122.".) Valuation of work........................................ Phone:C� 3.qv Fax: E-mail: No.of bedrooms/baths................................. ---- -- Owner's r r.scntative: Total number of floors................................. Phone: Fax: E-mail: New dwelling area(sq. ft.) .......................... -- Garage/carport arca(sq. ft)......................... --�— --- Covered porch area(sq.ft.) ......................... _ Nam�(:: Fv S s �+ Mailitr'address: Ga, S tr . �•.•, - peck area(sq. ft.) ......... .............................. ---- C 1tyv ay,.0 e�.wr Other structure arca(sq. ft.)......................... Photic:<yG,olG�l�r�t�to(. I'ax�Sesl2�,-2 �L Trioti: Ccmmercial/industriallmultl-family: Valuation ref work.............. ......................... S 53� so -- CONTRAUTOR 1 Existing Klug. area(sq. ft.) Z.q.H$o Business name: Ft., `i ►-f_ �s"} New hldg.area(sq. ft.) .................... ........... Address: 6a o $E "" 10 S�:ZIf QSG� Number of stories... _�� City*- C_'- 0'.V-. Statew, '' I Type of construction.................................... _ - Photic_-k;o4, 119"►0` fTax:Cs•>>Z.�9A -mail: Occupancy gmup(s) Existing: CC13 no.. -_I.51 . New: Citvlmetro lic.nu.: 3"1- S S G LE Notice:All contractors and subcontractors are required to be ARCHFUMt licensed with the Oregon Construction Contractors Board under Nano. provi>.ions of ORS 701 and may be required to be licensed in the ----- _ jurisdiction where work is being performed. If the applicant is Address: - exempt from licensing,the following reason applies: City: _ Stute: ZIP: �_: Contact person: Plan no.: — Phone: Fax: E-mail: Name: Contact person: Fees due upon application .......................... S Address: - Date recei%ed: - --- Citv: -_ State: ZIP: Amount received ......................................... S_ - Phone: Fax: Email: Please refer to fee schedule. I hereby certify 1 have read and examined this application and the Nor.UI jurisdictions xcepr credit cards.plea+e all jurisdiction for more mformauon attached checklist. All provisions of laws d ordinances governing this -)Ursa C]MaslerCud work will he contpkd whetters died her_in or not. Itmeu card nnmter _ _— Expr` r - / , --- 1Uthottted SlgnalUf�. _—_._ Date: �(-5/V=. Nsrne of cudhoWer n shown on credit cant S Print name: ,TCC << _ -- f'ardhorder�iRnalure Amount Notice:This pr mit application expin:s il'a permit is not obtained within 180 da.,;after it has been accepted as complete. ")-Ml 1 ~70%1) Fire Protection Permit Check List A.) New ❑ Addition ❑ Alteration ❑ Repair �B.) Modification to sprinkler heads only: Describe work to 1. 1-10 heads: No plan review required. be done: I 2. 11+ heads: Plan review required. Number of sprinkler head:,: Additional description of work: i Type of System Com lete A, B or C as app,icablP): A. Sprinkler Wet ❑ D Q9 Stand pipes Additional Hazard Group 0 IV-� H Information Density _ _Design Area E�. w• 4.-•nuc K. Factor S. S rinkler Pro ect Valuation: $ 5 'Soo " . Te I - Hood Fire Suppression System Hood Prolect Valuation $ C.) Fire Alarm _ Submittal shall Batte Calculations_ Yes ❑ _ _ include: Individual Component Yes ❑ Cut Sheets_ _ Fire Alarm Pro ect Valuation: I $ Project Valuation Subtotal A B & C)- $ Pirmit fee based on valuation (see charm$ 100.0%0 S% State Surchar e: $_ 9.0', FLS Plan Review 40% of Permit: $ yo.�'` TOTAL: $ 140► _rte Plan review requires a completed application and 3 sets of plans at submittal. Plan review fees are required at submittal. "New" fire protection systems require that plans bear the original seal of an Oregon licensed fire suppression engineer, or NICET level "3" tec►inicians. is\dsts\forms\FPSchecklist.doc 11121/01 CITY OF T I G A R D ELECTRICAL PERMIT PERMIT M ELC2003.00410 DEVELOnMENT SERVICES DATE ISSUED: 7/8/03 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 1S13513C-00500 SITE ADDRESS: 10770 SW CASCADE AVE ZONING: I-P SUBDIVISION: BLOCK: LOT : JURISDICTION: TIG Project Description: JOB NO. 75729 Circuit fo flag pole _ RESIDENTIAL UNIT TEMP SRVC/FEEDERS MISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HM/SVC/FUR: 601+amps -1000 volts: MINOR LABEL (10): SERVICE/FEEDER BRANCH CIRCUITS ADD'L INSPECTIONS 0 - 200 amp: W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: 1 PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: _ PLAN REVIEW SECTION 1000+amp/volt: >=4 RES UNITS: >600 VOLT NOMINAL: Reconnect onl SVC/FDR>=225 AMPS: CLASS AREA/SPEC OCC: Owner: Contractor: HOLCE,THOMAS J OREGON ELECTRIC CONST/GROUP 109 N LOTUS BEACH DR 1010 SE 11TH AVE PORTLAND,OR 97217 PORTLAND,OR 97214 Phone: Phone: 503-234-9900 Reg#: LIC 20.1 SUP 44605 FEES ELL 20-955 Description Date Amount Required Inspections [Eil_PRMT] ELCPermit rrt $46.85 [TAYJ 84o State 03 $3.75 Elect'I Final Total $50.60 This Permit is Issued subject to the regulations contained in the Tigard Municipal Code,State of OR.Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work Is not started within 180 days of issuance,or if%cork is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain copies of these rules or direct questions to OUNC at(503)246-6699 or 1-800-332-2344. Issued By: .�iyYl�t _ Permit Signature: '} OWNER INSTALLATION ONLY _-- The installation is being made on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: _ DATE: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N. _ DATE: LICENSE NO: _ --- Call 639-4175 by 7:00pm for an inspection the next business day I JUL-05-03 10:31 AM FROM-Oregon Electra Estimatinz 5032313597 T-434 a 001/001 F-490 :I1Electtrical Per-mit ApOFFICE USE ONLY City of Tigard d receided: Permit no.:- t 13125 SW Hall Blvd a dappl.nG EX-2-1m date: Phone-(503)f339A171,FAX:(503)598-19UO s Is wed: a Recei It no.: Internet aCaress: www ci.tigard.arms se flfl a no.: Pa m n2 e: —_ 24-Hour inspection Request 503-639-4176 182 family dwelling or accessory commercialllndustriei ;ulti•family -0-Tenant improvement ❑ New corny l;!n Q addlUonlalV rationlre Itacement ❑ Otner. C7 Partial • "r�� Jvb Addross: 107.70 Sw Cascade Ave 1PIda.No.: Sr_ia no.: Tax ma tent lotlaccount no.. Lot; _ Block: Subdiviclon Pro set Name: Destination Harlsy 17avldson Description and location of work onremises: install circuit for flog light Estimated Date of tom letion/ins a on: __ Will you call for ins eetlon within 24 hours? Yes o ProContact Ste h:n Kell 603 849-2623 Pnone M411%nv. Job No.: 75729 uoscnpuon Off_Ree ea.) Tolal rep -- --- evJiesidonria•v aur- multi-family pw ddelnng unit Insa6 name:Oregon Electric Group Incluoea attached yarago Service Inctudod. tlres0: 1010 SE 11th Ave. _ logo ,rt,or less $ $ C :Portiand Stsue:OR ZI :9974i Ee Addl 000 9F or Patton Is 33.40 S — Phone:(503)234-9900 Rax:(503 234-1001 IE-mall: Umteo rns3LI t 2 Fomrllr s 75.00 $ z CC9 no.:203 n".Luis.Ilc,no,:29-M umlted ProwwWa Panni s 75.00 CititImeimII o.; each manulacturad home of mxA.hardwolling. SeMea ,�r.,,-. '► o03 hlndiorrea r po. $ s•rvlco of"oedam- Su).Llect.Name mt, ark Kenn Li0enso no:44605 Iltstallation,Alteration or Ralocabon: : 20-1ayo-400001104Noma p s i z Mullin r>ddreae: 401ampa-ecUrrips s 100.00 S _ 2 Cit Stale: ZI : — _ 6U1amp5.1000amps 9 240,00 $ Phone: Fax' E-mail Over 1000A or volts s 454.0 1 $ Owner Installation.,The Installation is being made on property I own which is Reconnect Only s 08.86 $ t or not Intended for sale,lease,rent,or exchange according to ORS 447,455, Temporary sallatic i, 9 Fenders Ineullath n, -- 479,670.701. 479,670.701• Alteration or Relocation; Owner's signature. Vate, 1200 am a or less t 55.46 201 -40OWnPa 100.30 Name: over4o1amos-600amps 133.76 s z ----_ — e rcu is ew, Alteration or Fittenslon Per Addfaea: __ - Panel A. Fee for branch C — Slate: Zp: circtilts with purchase M seniee orfoodse fee.each branch Phone: E-mail. dr I B.Fee ter eranM+ardM Wlt)u1 Purchase of 3arvlc•a Fsedbr. tat&cinch^.kt t teas 111 46.85 2 ❑Service over 225 amps-OnMrr ❑ Health-care facility each addlaonal branch circuit $ 6.53 i ❑rervirr over 320 amps-rating of O HazardOUS location iiellansous•:servlet!or f••t:•r not Ineludod) 182 family olwelting6 fl 9ulldinq over 10,000 square feet four Of Eochpu�i or 6 d 53.40 2 ❑Systen,over 000 voits nominal more re Mentlal units in one strut tore each Sion of Outline Lighlmg 63.40 $ �__ 2 ❑Building over three stnrles L3 Feeders,400 amps or more signal Cimot(s)a Limited Energy Penal Aft, Von or Battmslon• U o cupnnt load over 99 perenns 0 Manufactured stntcturea or RV park _ �a.00 _? ❑Egresselighting plan ❑ bther: �- Submbt 2 sets of plans with any of the above- _ J The above are not applicable to feraltLora COn3tf.�t1Ctl0n-service. - Each AddltMnal irtspeetfoa over Not ar Iv+. +.r•0nee.earaa,deco C311)use b n+o,e 61n `--- ._ this Allowable In any of the V No Nee•rens permh app/lcatbo' n A w Por Inspon ecti M VISA tMSTERCARn n"PhoS Ifs Permit In not -- - 6 Card No 4248-0400-0977.7083 04/06 obolood wtthtn foo days Roar It inveatiollon tee. 1Mtlte nxplr0s trait boon accepted as rnmpl•ta. a ar io Permit Fee $46 8. sec en Plan review 76% 1%000 G denature of cardholder Amount Stote Surcharge 8% $3.75 TOW $5060 CITY OF TIGARD ELECTRICAL PERMIT PERMIT#: ELC2003-00447 DEVELOPMENT SERVICES DATE ISSUED: 7/24/03 13125 SW Hall Blvd., Ticlard, OR 97223 (503) 6::9-4171 PARCEL: 1S1358C-00500 SITE ADDRESS: 10770 SW CASCADE AVE SUBDIVISION: ZONING: I-P BLOCK: LOT : JURISDICTION: TIG Project Description: JOB NO.0902 Canopy lighting ___ RESIDENTIAL UNIT_ _ TEMP SRVCIFEEDERS_ _ MISCELLANEOUS — 1000 SF OR LESS: 0 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGNIOUT LINE LTG: I_IMITFD ENERGY 401 - 600 amp: SIGNAL/PANEL. MANF HM/SVC/FDR: 601+amps - 1000 volts- MINOR LABEL (10): SERVICE/FEEDER BRANC14 CIRCUITS ADD'L INSPECTIONS 0 200 amp' W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: lrt W/O SRVC JR FDR: 1 Pck HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: 2 IN PLANT: 601 - 1000 amp: _ _ PLAN REVIEW SECTION 1000+ amp/volt: >=4 RES UNITS: — > 600 VOLT NOMINAL: Reconnect only: SVC/FDR>-225 AMPS: CLASS AREA/SPEC OCC: Owner: Contractor: DESTINATION HARLEY DAVIDSON BACHOFNER ELECTRIC INC 10770 SW CASCADE BLVD 55 SE MAIN TIGARD,OR 97223 PORTLAND,OR 97214 Phone: Phone: 233-2006 Reg #: LIC 44569 ---- --- -- SIJP 17695 FEES ELI-: 26-4510 Description Date Amount — TEL 1'j ELC Permit 7/24/01 $F,0.1 5 Required Inspections ITAXI 80%State Tax 7/24 u k $4.61 Eloct'i Service Elect'I Final Total $64.96 This Permit Is is%ued subje(I to the regulations contained in the Tigard Municipal Code,State of OR. Specialty Codes and all other applicable laws. All wort;will be done in accordance with approved plans. This permit will expire if work Is not started within 180 days of issuance,or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain copies of these rules or direct questions to OUNC at(503)246-6699 or 1-800-332-2344. Issued By: --71 a y-tO _ Permit Signature: IF ?� OWNER INSTALLATION ONLY The. installation is being made on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: — — DATE: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: _ _ — DATE:- LICENSE NO: Call 6394175 by 7:00pm for an Inspection the next business day 07/23/2003 14: 17 5032332963 BACHCIFNER EI_EC"P.IC PAGE 01 electrical Permit q b ' o� — t Ap- at>lo>a lteeelved City of Tigard 17atwo E1ecVica) Plannin A '---�- Permit No.: 13125 SW Hall Blvd. t Val Sign tJ.nR : P"rint No.. Tigard,Oregon 97223 Plan Review '--'— Phone: 503-639-0171 Do(dB : a1Cr Fax: 503-598-1960 Pots-Renew P wdi No.: Internet: wwvr,cj,tigard.ur.us D@W9 land the 24-hour Inspection Request: 503-6394175 Contact Cast No.: Nor�/Met�od_ Juries: See rage 2 firms -- —_ UP lanentallofertnstwo. New construction ` ! vem011tlon Service over 225 amps- I lalth-c&c facility Addition/alkration/r lacement qua; tarlrrtat�ial r�Senitx over 320 a n' Hazardous location b t nips Itng or ❑Building over 10,000 square 1ne1, 1 &2-Famil dwelling I st 2 family d%tIlin lour a"tore residential units in Cortlmercial/]ndustrial ❑Syslcm over 6011 vola nominal one sinxt," Accesso Building - Multi-Family CI bui!Amg over three atnrics o Feeders.Opp. -" ❑Occupenl loam ovcr 94 rnpa a rrsore Master Builder Other: persons Manu soured omwtums or PV park ,v•.. r3 E rrmlighting plan (3 t'o 9uDmit R tats of plant wilb any of'tbt above. _ 11 n _ _ Job Site address: 10170 Al �,f` AVr• The above are nw a 11-1-to tam cry aagtynloa service. Suite#: - -; . _ BI ./A to Number of iaspectloneper permit allowed Project Name 'Y iii --- vts«t tioo._ UtY _ - Cross street/Directions to job site: New rnAlntln4dagle er mOff-f.n.11y t»r dwelling call.lacludts attacbed garage. 3trvice lacladod: Ip00 sq.ft.or Itas 145.15 4 Erch addainew Sw aq.fL a - f of*: Limited atop,residrsMul — 73.40 1 Sllbd1u1S1Ur1: 75`00 2 Limited cion rpidentul 75.OD - 2 Tax inB mel#: Each Mme or nwdulu dwelli"g lin.• ac coir a trrd/or fre.L r _90.90 2 Servkas er fsoders laslallatbe, a)(eratba or relocatba: 200 emq a late 80.30 201 ann a to 400 amps - -- 16u.15 2- __L0 amp to 600 amp _ 1 W.60 2 601 am tolow am 2 over 1000 tufa a volts �.. _ 4 .65 _ 1 _Name: Reeonneot on 66.15 Address: Temporary services or rreden-lastallatioay Clt /StittC�ZI — aittratles,or roorstloo: �----. . -- 2000 a kat 66.25 1 phone: 1-ax: 201 arrive to 400 amp _ - 100.30 2 401 b)W amps _ 113.75 2 -- Branch cl•rulta-new,alteration,or Name: extensive Per panel' Address: A Fee for branch ci ruin with rqachase of _ _._.._ Sentra re feedta fS achEranch caeuit 6.65 2 Cl /State/Zl It.Fee for bcts eircuia widsoui poehaso of �t j - --•, :---- - _. ra_ service or feeder fie,first branch cucWt 46.1 �� 2 Iach odditiotrtl Isonch circuit C65 J 2 E-Mail: Mita(Service or f«dcr not imfuded)• Fxtmmor inilla6cs tch -�s3.40 2 [_seh sim —Wino Ii�rtr 53.40 2 Job No: 0902 S'ip ul cireult(aj or a limited energy i arA Business Name: -- alternefor or--nor cion Polls— 2 2 I:JC . Deoaiptinn: Address: -5 SR MALN -_• - - Ci /State/Zi 97214 EaeY sudltlenal 1,11 eWn.o.at the Wkwable In U at tw abs": [sMTG�I`1D OR �a ir"Toak per sotsm( la.1-hour)---- 3o _ Phone:503-233 -r- -2016 : 503-233-2963 _ !nom a CCH Lic.#:94569 LIC, IM: y � t- Supervising electricigin Stib�aeal S sianxtuM irequired. �- - PIm Reyit,ytr(xS%of Pettnit Fox S SWa SurChllfl[ (s Print Name: �U�' t3�rlx>�vt� gic• #: 1709S q_ mews.PIRKIT FIX s JC,y .'1.� - Authorixed Notice: This ecralt application egarw it a permit I,not aDlalaect wlthTn Signature: bate Ito days after It has been arrapted its complete. - •F,,tntthodefor eel by T'rtConaty BvIldlag Industry Service(bard. i , (Piraw print name) CITY OF TIGARD 24-Hour BUILDING Inspect,on Line: (503)639-4175 INSPECTION DIVISION Business Line: (503)639-4171 MST _ ' BUP Received -------Date Requested_ S AM____ PM BUP _ Location __-----0- 7 -7 C,t�,L - -Suit, MEC _ Contact Person Ph(—_ ; 9' -D--- PLM C6BG� -- - - Ph( :� _ 6o 1J J -7 g SWR - - - - --- - - - - Tenant/Owner .C-r --' ELC n --�— ELC Access. Ftg Drain �/ Crawl Drain / "/ �„Tr / tLR - - .---- ---__ - Slab Inspection Notes: — SIT Post&Beam Shear Anchurs - -- Ext Sheath/Shear Int heath/Shear - - - Framing Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling - s' Roof Other: --- - - --- -- -- - ----- In PART FAIL G — ---- ---� --- -- --- -- IN — Post& Beam �. --- ----- - - Under Slab Rough-In \ Water Service --. __ --- -- - ----. — Sanitary Sewer Rain Drains — — .... --- — --- --.- — — Catch Basin/Manhole Storm Drain ---— ------- — ---— ---_ -- Shower Pan Other: - - - - - ------ ------- -------- Final -----Final ------------- PASS PART FAIL ---_- ----- --- MEC_HANICAL _ Post& Beam — Rough-In Gas Line Smoke Dampers -- Final PASS PART FAIL ELECTRICAL Service - - Rough-In UG/Slab -- Low Voltage Fire Alarm — — -- Final E] Reinspectian foe of$ required before next inspect;on. Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL SITE _ r] Plea,ie call,for reinspection RE: ___--. Unable to inspect-no access Fire Supply Line ADA, -Z l" -3 Approach/Sidewalk Dab- - - --- l Inspector Ext_ Other _ Final DO NOT REMOVE this Inspection record from the Job site. PASS PART FAIL iJ r _ BUILDING PERMIT 1 CITYOF T I G�►R® _ PERMIT#: BUP2003-00274 DEVELOPMENT SERVICES DATE ISSUED: 5/14/03 13. 5 SW Hall Blvd., Tigard. GR 97223 (503) 639-4171 PARCEL: 1S135BC-00500 SITE ADDRESS: 1C770 SW CASCADE AVE SUBDIVISION: ZONING: I-P _ BLOCK: LOT: JURISDICTION: Tl( REISSrtE• FLOOR AREAS _ EXTERIOR WALL CONSTRUCTION CLASS OF WORK OTR FIRST: sf Pi: S: E: W. TYPE OF USE- CCDM SECOND. sf PROJECT OPENINGS? TYPE OF CONST: sf N: S: E: W: OCCUPANCY GR:' R TOTAL. AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY L�,AD: P,ASEMENT: sf AREA SEP RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ?: _REQD SETBACKS _ _ _ REQUIREP FLOOR LOAD: pst LEFT ft RGHT: ft FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR OLRM - HNDICP ACC: Br!ORMS: BATHS- IMP SURFACE: PRO CORR: PARKING: VALUE: $ 4,000.00 I� Remarks: Flag pole. Owner: Contractor: HOLCE, THOMAS J CUSTOM HOLE DRILLING, INC. 109 N LOTUS BEACH DR 152 BAKER RD. PORTLAND, OR 97217 OREGON CITY, OR 97045 Phone: Phone: 503-655-3364 Reg #: LIC 69461 FEES REQUIRED INSPECTIONS__ Description Date Amount Foot/Found Insp Itl 11.1�� I'et'nlll I cr� 5/12/03 $81.70 Final Inspection J1;1.5I Fl .; 1'111 16. 5/12/03 $32.68 1 1AX18"„~tate Tax 5/12/03 ?5.54 lilt'I'I'LNJ t'In R% 5/12/03 $53 10 Total $174.02 --This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR Specialty Codes and all other applicable law All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION Oregon law requires you to follow ;he rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 9512-001-0100 You may obtain a copy of these rules or direct questions to OUNC by calling (503) 246-6699 or 1-800-332-2344. Isst,ed Ely: >I r_ C� L<<� _� LL - -- Pe rm It tee Signature: ss da Call 639-4175 by 7 p.m. for an inspection the next businey 04/:7/2003 17:15 FAX 5035981960 CITY OF TIGARD 002 �-Bui.ldine Permit Aprilication Received,, Building Date/B : L Permit No.: 7 City of Tigard PDr lamting Approval AWEly Oebnut No, 13125 SW Hall Blvd. Plan Review Ocher Tigard,Oregon 97223 DW%, f t�� _ Permit No. — Phoae: 503-639-1171 Fax: 503-598-1960Post-Review Lind Use Internet: wwwm.tigard.or.us Case No. Inspection Revue•!: 503-639-4175 Cc haul ]itis.: , See Page 2 for 24-hour Ins P Nttnta/Method; supplemental Information ��'I. '�t;', ' • ,•� �. t .l(,'' eh.. f.ii � r:_' r•, .r' � i t ,� -^—rrr'��.r� �.,~�r'G —.1 t New constriction I ❑Demolitirn Addition/alteration/replace_ment I El Other: - ' Note, Permit fees*am based on the total value of the work peribrmed Indicate I &2-Famjly dWCI)lri CommerCial/Indu9a lal the value(rounded to the nearest dollar)of all equipment,materials,labor, overhead and profit for the work indicated on this application. Accessog Build in Multi-Famil Master Builder Other: Valuation............................................_....... .. $ -_,i; •� No.of bedrooms: No.of bathe. Job Site address: C?' C� v✓ ',asp, �a A V Total number of floors............. _. .... ... ...._ _ Suite#: Hid ./Apt.#: New dwelling area(sq,ft.)............................. _ Garage/carport area(sq.ft.)............................ Pro sect Name: Covcred porch arm(sq-ft)........................... Cross street/Directions to job site: Deck area(sq.ft.)..... .......... ........................ Other structure aria(sq.ft.)........................ -- �,�—�fT1� -'�r1• , ;, �i_r�:fit,�r�,*,.,r;t'+ ,,U+ Subdivision: — Lot#: Tax ma 1' arceI #: Note- Permit fees•rn based on the total value of the work perfomvd. Indicate the value(rounded to the neatest dollar)of all equtpntrnt,matenala,labor, overhead and profit for the work indicated on this application. i,r�l GT G Valuation............................. -_........ S � - - — - -- Existing building ares(sq.ft). _ . _. .. - _ __---- - New buil%.'ing area(sq. ft.)............... F Number of stones............................. . . Li Ono - I. fyp�ofconstruction..................................•.... r-L# f1.1 Occupancy groups) Existing: Now: Address: , t ',.�� a , ►-�> -- -- City /St.ate!ZIT C� el _- Phone: Fax:> ' /rl 7", NOTiCE: All cortractora and subcontractors are required to be licensed with the Oregon Construction Coutrictore Board tinder provisions of ORS 701 and may be require:to be licensed in the Business Name:.1 j� •, ) iiArI t r raA U,, jurisdiction where work i6 being performed. If the applicant is exempt Contact Natne: mit ff —� from licensing,the following reason applies' A_ddres _—_- _-- _ ---- — Ci /Sty tate/Zip:'7 1 (_)Jif "/Z-"J-- Phone:,.,.-,- Phone: ., E-mail: —T_ Business Name: ( ('U SrU�) r,101 t CD C i -- _ ) Pees due upon application.............................. S _Address: -- Ci /State/Zip: ( ��_ r r• , Amount received...................... Phone: i . PSX: _ Date received. CCB Lic. #: - Authorized Nntirc l h! permit appltrahon es riplrIf a permit Is riot obtainedµunto Signature, � 5,�f�_CLt bete i. " 180 dayN aftrr it has been accepted as complete. P I L1 , � _ "Rtr methodolM set by Tri-County Buttding Industry Service Board. (Plea.4e print flame) i:\DSU\peryWtFaffrys\BldSPemutApp-doc 01/03 N cc 8 r o o 2 r► � Q 'Inc, Oe m o.a OD i e r1 of os N 4 � I I w U) J W cr) - / O Will C oto co w 71-7,cY w p ;+. r 4broe mmwmq� —JIM 71 02 N b^ S.W. s i 34. 95-SOS w O _ \ y oz \ Q d- N FROM : ELMER'S FLAG & BANNER PHONE NO. : 1 503 282 2481 MAY. 22 2003 11:19AM P3 A5/22/2003 07:59 1-503-620-5539 AFGHAN ASSOCIATES PAGE 02 L J. �.�•_--- �Gitc� Po bac , ''� D�s►4«� 9�+ orifEaS hs4 I Ftr.:,� cc l Tor u v I I! (� # e 6ok Ca�c�l�ti Ccy1 r�C"rL v .•" �� t Fo ah MIS 3 _G' Pin SLEEVE /, •1 lIL. A 7 o rW&? 7AlL. r GoNcocerf. 5 r" c- �y •� ks,, C.a N rg-A'r-Toot- n vr,o l r r A 4,�) AU- /9^ 1.L LJ W,GRAN ASSOCIATES,INC. _44Ac3 p.4l �5 - --- - ----- am 5�°s ColustTLmG ENOQYF TIG"D.OREGON 079" lea+ sWnWo lax _ _ SHEET ew a 0S/11/2003 11:33 1-503-620-5539 41FGHAN ASSOCIATES PAGE 03 i r09�.,,� . ��a ul s ,.��. eu r n r 7 c ) 54 , kl Fl..,h (.00 /'�� 18�i i x ruQ��S x 1, o4 = 600 II («9G 7p$" 4 S N`♦ Ni r6-1 11 6 43 �X�iFtES: It/3t Ajj4GRAN ASSOCiA1'E9,INC. 4� _ c, near CONSUMING ENGE ERS rsNu a vL vnnNS S i,_un 9 npO — NO } 1Wlj WO-3030. AX 05379 — ��' ._Q —-17 2 23_ Ed wd2c:T T 2002 F-T '.tidal TBVE ZSZ S=OS T 'ON 3NOHd aBNNOS T OOId S,89W-13 : WOdd u1 l0 'n O :3 c 0. 3 M a rat [ - m (A =r rt _ rt 0 o, o c O CLn CL d 0 - 0 � ; a rep m n• V) rt Q) s to m m c� 4 � ro Q. ib 'A �y r, w N� D • p p. • •a• . o, s • P. Cts rL �:• w c. tb y •b It, c 0 .0 •apbpG p C. 0 � o.bd .Q:r Q ; m ] n �7 '.: .. ham. .0�-_4""- 0' a _ Y • d r.l N N N N r\) as q m' 00 .r in ch a. �On W N N (D T� cs, rv� f ' 4L Y! cj H o m o _• O Co in El QL J N CV CD - OD -q fJ) c'il r11 U1 A 11 w w N N D �• o CJ) o rn g rn O G1 O rn o! rn d CD _a ^J C" N A N A •t3 •.3 .A. W w w N h� N rn J+ w O DC", Oo N N N N N N Orn rn 0 A t l � C n a a a s a a a ! 11 -1J J 1 J ,• Y fU r Ch L: N d C6 C�Q I ---- — - - �- ---—r J 112" O.D. Flagpole Cop Alloy 4J (Top for St'd. 1 1/4" Pipe) / J 1 1 I t'�I Top „ Top-red Tapered Alum. Tube 156 Wall Alloy 6063-T6 I / :Satin Crowd Finish II (50 Crit) (D �, 0 ii - -. 7„ O.D. I'15/6' 6 9/ 6'_0 00 7" 0.0. 7" O.D. Friction Ring Flush Field Joint Joint Detail rn rn � m Tapered Alum. Tube x 23'-6" 156" 6Pall Alloy 6063-T6 -- Satin Cround Finish (50 Crit) 22' •0" O.D. Cci�rrK�4 .3s/SG S T aR LL American Flagpole4 Keamepany on.:' 99 nq Company89 4 9 9 9 \dl dAl l\pfIAMINGS\�1 AGpOLF\h9dg99 ,7"Q IhU NrY 13 11 30 1999 CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 INSPECTION DIVISION Business Line: (503)639-4171 MST — euP `3- 603i_-z Received Date Requested AM___ PM— ___ BUP Location __ �U-7 l- Suite—_____. — MEC Contact Person _-- �— — _ - Ph (..----_) �D l- 8/SIPLM - -___- Contractor-- ----- --- ----- - - - Ph (—) .------- SWR - --- — _BUILDING Tenant/Owner ELC Footing Foundation Access: ACC@SS: Ftg Drain ELR Crawl Drain Slab Inspection Notes: SIT Post A Beam Shear Anchors --- Ext Sheath'3hoar Int Sheath/Shear Framing - -- --- .. — — — Insulation Drywall Nailing Firewall Fire Sprinkler — - Fire Alarm Susn'd Coiling -- - Root Other: . 6�- —__--_ — PART FAIL WB I-NG Post& Beam Under Slab ------ _ __-- _ Ro igh-In (Nater Service -- '- - -------- —�� Sanitary Sewer Rain Drains -- Catch Basin/Manhole Storm Drain -- ---- -- -- - ----- Shower Pan Other. - - -- - Final PASS_ PART FAIL —� MECHANICAL Post& Beam Rough-In - - Gas Line Smoke Dampers — - — Final PASS PART_ FAIL --- - .-- __ ELECTRICAL _— Service �— Rough-In — - ---- ----___ UG/Slab Low Voltage — — —-- -- ---- ---------- Fire Alarm Final L_.l Reinspection fee of$_ - required before next inspection. Pay at Citv Hall. 13125 SW Hall Blvd, PASS PART FAIL -r Please call for reinspection RE _ _ _ ___-_ _ Unable to!nspoct- no access Fire Supply LineADA Approach/Sidewalk Date /G' Inspector ( Ext Other: Final DO NOT REMOVE this inspection record from the job site. PASS PART FAIL .UG-13-2003 WED 03:22 PM FAX N0, P. 02/02 Main Office Salem Office Bund 0111co P.O.Box 23814 4060 Hudson Ave.,NE PA.Box 7918 -y rd,Oregon 97281 Salem,OR 97301 Eland,OR 07'108 k✓t�i.. i1 t g l� Testing, h Phone(503)684-3460 Phone(503)5139.1252 Phone(541)330.9155 , Inc.1 1 FAX(603)684.0854 rAX(503)G84-1300 FAX(Sl)330-8163 Special Inspection FINAL SUMMARY LETTER AuEjust r, 2003 T 030341.1/ City of Tigard 1312.5 SW HAII Blvd., Tigard, OR 97223-8199 Alta: Puilding Dppartment Flt: Oestination Harley Davidson - Canopy 10770 SW Cascade Avenue -Tigard, OR Permit No.: BLJP2003-00397 Dear Sir or Madam: -Ti-)is is to certify that In accordance with Section 1701 of the Uniform Building Code, Title 24, we have pt rforrnod sperl al inspection of the following item(s) per our Inspection reports only: Installation of Epoxy Anchors Strl.ICtUI'al Stool --Shop & Field, Includes verification of welder cortifications,weld procedures and rnoterlal cr,+riincations Installation of Hicgh Strength Bolts All Insl.7ractIons and t(; is were performed and reported according to the requirements of Project Documents and, to the; best of our knowledge, the work was in conformance with the approved plans and specifir,_ttions, approved change orders and applicable workmanship provisions of the State Building Code and 7tnridqrds, as well as the structural engineer's design changes, approvals and verbal instructions. Chir rrlports pertain to the material tested/inspected only. Information contained herein is not to be n produc;e-d, except in full, without prior authorization from this office. If thwre are any further questions regarding this matter, please do not hesitate to contact this office. FW,c.peclf Illy submitted, CARL.33,)N 't'Es'l-ING, INC. Jou 17 letpas r ,csCirart: Manager 1)e o;tinction H.+rley Davidson-Ed Wallace Jr Group Mackorizic. .- Douglas Fiala G)rouh Nlac.k,21-171e - Rob Kirkman Po,rlu McCormack Pacific Devin Koopman CITY OF TIGARD 24-Hour BUILDI"JC Inspection Line01639-4171 639-4175 INSPECTION DIVISION Business Line: MST _. � l -� BUP —Lb Received __._.___—______Date Re4l�estedAM_ U PM -- BUP LU,,auon - Z_L?DSuite----- -_ MEC Contact Person _ Ph D / " /� _--------- - I --— ) 2.��1� -� ----- PLM ContractorSWR ----- ---------- FFootinq Tenant/Owneribla�a-M-JELC __---_ Foundation ELC - Ftg Drain Access: Craw' Drain ELR Slab Inspection Notts: SIT Post& Beam Shear Anchors Ext Sheath/Shear Int Sheath/Shear Framing w - Insulation Drywall Nailing Firewall Fire Sprinkler - - - - ---- --- --- _-- - Fire AlarmQ Susp'd Ceiling ^. '�-''` � ��-- Roof Other: r C�� w� ---- - �! Q/�.✓ Final PASS ART FAIL -- PLUMBPost& Beam Under Slan Rough-In tin ��t'M� ti Water Service Sanitary Sewer Rain Drains Catch Basin/Manhole Storm Drain - - - --- — — Shower Pan Other: -- - - --- -- Final ------- - PASS FART_ FAIL -- -- -- ------- MECHANICAL Post&Beam Rough-In Gas Line Smoke damps s - _ ---- Final I _PASS PART FAIL -- ELECTRICAL Service Rough-In UG/S!ab - ---- -- - - Luw Voltage -- -- --- ------ -- - -- --- -- ----- — Fire Alarm Final u Reinspection fee of$--_--required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. _PASS PART FAIL SITE U Please call for reinspection RE:__ --__ ❑ Unable to inspect-no access Fire Supply Line ADA Approach/Sidewalk DNr _. Impactor Ext Other: Final DO NOT REMOVE this Inspection record from the Job site. PASS PART FAIL CITY OF TIGARD 24-Hour BUILDING inspection Line: (51,:)639-4175 MST INSPECTION DIVISION Business Line: (503)b.q-4171 BUP Received _ Date Requ�stpd �r' AM PM—__ BUP _�C' 7 D —Suite------- MEC _ Location _� ----------- Contact Person Ph( 1 .../ '' ��'� �`1 PLM Contractor _ --__ Ph — __ SWR — BUILDING Tenant/Owner _ _ _.._�____ —_ ELC Footing Y ELC _.. — Foundation Access: Fig Drain ELR Crawl Drain _— Slab Inspection Notes: SIT Post&Beam ---------..... Shear Anchors - -- Ext Sheath/Shear _ Int Shoath/Shear Framing -- -- - -------- -- — - ---- - - -- Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm �- Susp'd Ceiling -- - -- -- Roof Other: --- Final PASS PART FAIL - -- ----- -- — PLUMBING Post&Beam Under Slab --- Rough-In Water Service _ - ---- -- Sanitary Sewer Rain Drains - - --- -- - - - --- -- Catch Basin/Manhole Storm Drain - -- - ---- -- .. Snower Pan Other. - -. - ----- -- --------- - - �---- Final PASS PART FAIL -------------- MECHANICAL Post - - Post&Beam - -Rough-In - --- ----- --- -- Gas Line Smoke Dampers - - -- ----- .._ - Final PASS PART FAIL ELECTRICAL Service Rough-In UG/Slab Low Voltage Fire Alarm t" F] Reinspection fee of$_ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. _— S RT FAIL — SITE [] Please call for reinspection RE: —_ _ Unable to inspect-no access Fire Supply Lina ADA Approach/Sidewalk Data _ _ Inspecttw*" "_ Other:- Final DO NOT REMOVE this Inspection record from the-lob site. PASS PAW FAIL► CITY OF TIGARD 24-Hour BUILDING Inspection Line: (603)639-4175 INSPECTION DIVISION Business Line: (603)639-4171 MST Q _ BUP Received Date Requested—_ o AM- V PM BUP Location ! _7 _?C') Suite MEC Contact Person a.Al-�—� Ph 3- 7-7 7-1 PLM _ Contractor _ _- Ph(_ ) — SWR F UILDING Tenant/Owner —� � - ELC _— Footing ELC Foundation ACCASB: Ftg Drain / ELR Crawl Drain �n.�'—( /L✓� �� f^-- _—. Slab Inspection Notes: SIT Post&Beam Shear Anchors Ext Sheath/Shear Qom' Lj�_z Int Sheath/Shear Framing Insulation Drywall Nailing — -- -- Firewa�___ Susp siting '7- />2 � U C')Wd Roof O er: PART FAIL -� PLUMING Post&Beam Undef Slab �- Rough-In Water Se,vice - -- Sanitar/Sewer Rain Drains - - - - -- Catch Basin!�Aanhole Storm Drain -- -- Shower Pan Other: - -�- Final PASS PART FAIL -"— MECHANICAL Post&Beam Rough-In - Gas Line Smoke Dampers ----- ---- --- - -- -- Finai PASS PART FAIL —--- - ---- - - -- ELECTRICAL Service Rough-In - UG/Slab Low Voltage Fire Alarm Final Reinspection fee of$_ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL SIZE Please call for reinspection RE: _ E] Unable to inspect-no access Fire Supply Line ADA C1Approach/Sidewalk Date_- - �/-�rA 111lpNlOf _ ' --- --Ext- Other: Final DO NOT R111MOVb this Inspection reoord from the fob*Ite. PASS PART FAIL CITY OF TIGARD 24-Hour spection Line: (S03)639-4175 BUILDING MST INSPECTION DIVISION Business Line: (503)639-4171 SUP Received Date Requested AM--PM— SUP Location v � Suite_ MEC Contact Person Ph(—) PLM Contractor _,_ — Ph( ) SWR _BUILDING Tenant/Owner _ ELC Footing ELC _ — Foundation Access: Fig Drain ELR __— Crawl Drain Slab Inspection Notes: SIT Post&beam — -- _ Shear Anchors Ext Sheath/Shear Int Sheath/Shear Framing — - Insulation Drywall Nailing — ----- Firewall Fire Sprinkler --- Fire Alarm Susp'd Ceiling Roof Other: Final PASS PART FAIL , PLUMBING _ - -- Post&Beam Under Slab Rough-In Water Service -- -- — - Sanitary Sewer Rain Drains — Catch Basin/Manhole Storm Drain —+—- — Shower Pan Other: -- Final _ — PASS PART FAIL _ -- MEC!jANI_CAL_ -- Post&Beam Rough-In -- — - ----- Gas Line Smoke Dampers — - — -- Final PASS PART FAIL - --�--- ��' ELECTRICAL Service Rough-in — UQ/Slab Low Voltage _ ---- - Fire Alarm PART FAIL Reinspection fee of$_ _ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. [_MWM __ [j Please call for reinspection RE:_ —__ [] Unable to inspect-no access Fire Supply Line ADA //��// Approach/Sidewalk Date Z— Inspector —Ext Other: _ Final DSI NOT REMOVE this Inspection r000rd from the fob sits. PASS PART FAIL June 25, 2003 CITY OF TIGARD OREGON Fire Systems West 600 SE Maritime Avenue, Suite 300 Vancouver, WA 98661 RE: DRY SPRINKLER SYSTEM @ HARLEY DAVIDSON Project Information Building Permit: 13UP2003-00364 Construction Type: VN Tenant Name: Harley Davidson Occupancy Type: B Address: 10770 SW Cascade Avenue Occupant Load: NA Area: 1700 SQ FT Stories: 1 Hazard: Ordinary Group I The plan review was performed under the State of Oregon Structural Specialty Code(OSSC) 1998 edition; and the Tualatin Valley Fire & Rescue Ordinance 99-01 (TVFR99-01) 1999 edition. The submitted plans are approved subject to the following. 1. A key box shall be installed within 20 feet of the riser room entrance. I'hc bottom of the key box shall be not less than 8 feet nor more than 10 feet above the walking surface unless approved by the Fire Chief. 902 4.2 TVFR99-01 Contact TVF&R for keybox at 503-612-7010 2. A :supply of spare sprinklers(never less than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. 'These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. Standard 9-1, section 2-2.7.1 OSSC 3. A special sprinkler wrench shall be provided and kept in the cabinet along with the spare sprinklers to be used in the removal and installation of sprinklers. Sta.;rdard 9-1, section 2-2.7.2 OSSC 4. A minimum of 18 inches shall 1r- maintained between top of storage acid ceiling sprinkler deflectors. The distance shall be increased to 36 inches for large drop sprinkler heads. Standard 9-1 section 44.Lo and 4-4.3.2 OSSC 13125 SW Hall Blvd., Tigard, OR 9i?23(503)639-4171 TDD(503)684-2772 i 5. Sidewall sprinkler deflectors shall be located not more than 6 inches c r less than 4 inches from walls and ceilings. Standard 9-1, section 4-4.2.3.3 OSSC 6. Clearances shall be provided around all piping extending through walls, floors, platforms and foundations. Minimum clearance for pipe sizes 1 inch through 3 '/2 inches shall be not less thar+ 1 inch. Ste ndard 9-1, section 4-5.4.3.4 7. Monitoring, Section 904.3.1 OSSC All valves controlling the water supply for automatic sprinkler systems and all water flow monitoring devices shall be electrically monitored. R. An approved audible sprinkler flow alarm shall be provided on the exterior of the building in an approved location. An approved audible sprinkler flow alarm to alert the occupants shall be provided in the interior of th( building in a normall v occupied location. 904.3.2 OSSC Approved Plans: I set of approved plans, bearing the City ref Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. l 06.4.2 OSSC When submitting revised drawings or additional inibrmation, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respect f u I L%` [3r4in l ck, eni tans Examiner 1 FIRE SYSTEM; WEST, INC. 600 S.E. MARITIME AVENUE, SUITE 300 VANCOUVER, WA 98661 HYDRAULIC CALCULATIONS FOR HARLEY DAVIDSON CANOPY FILE NUMBER: 1630-CANOPY DATE: JUN 12, 2003 -DESIr": L.,ATA- OCCUPANCY CLASSI 2,.TloN: ORDINARY HAZARD GROUP I DENSTPY: .15 gpm/sq. ft. AREA OF APPLICATION: ENTIRE CANOPY COVERAGE PER SPRINKLER: 1.17 sq. ft . NUMBER OF SPRINKLERS CALCULATED: 14 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 312 . 3 gpm TOTAL WATER REQUIRED (including hose) : 562 .3 gpm FLOW AND PRESSURE (@ BOR) : 312 .3 gpm @ 76.2. psi SPRINKLER ORIFICE SIZE: 1/2 inch/5 .6 K NAME OF CONTRACTOR: McCORMACK PACIFIC DESIGN/LAYOUT BY: JEFF HALSTEAD AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 497;2 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE H 50090582 ) HRS SYSTEMS, INC. TUCKER, GA 30084 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 105.0 95.0 2288.0 104.3 562 .3 81.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 562 .3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPY, OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 312 .3 GP14 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPT� PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 12 .0 K= 5. )0 9.8 17 .5 2 11 .0 K= 5 .60 9.5 17 .3 1 11.0 - - - 10.9 - - - 4 10 1 K= 5. 60 11.3 18.8 5 9.0 K= 5. 60 15.2 21.8 6 8.6 - - - - 16.9 - - - 7 12 . 0 K= 5.60 13 .1 20 .3 8 10.5 K= 5. 60 15.0 21 .7 9 9.0 K= 5.60 17 .7 23 .6 10 8. 6 - - 19.9 - - - 11 12 .0 K= 5.60 15.5 22 .0 12 10 .5 K= 5 60 17 .5 23 . 5 13 9.0 K= 5.60 20.6 25.4 14 8. 5 - - - 23 .1 - - - 15 12 .0 K= 5.60 17 .8 23 .6 16 11 .0 K= 5 GO 17.1 23 . 1 17 11.0 - - - - 19.4 - - - 1.8 10.5 K= 5.60 20.0 25.1 19 9.0 K= 5.60 26 .2 28.7 20 8.6 - - - 29. 1 - - - 21 24.0 - - - 43 .9 - - - 22 24.0 - - - - 66.0 - - VT 24.0 - - - - 60.9 - - - RB 0. 5 HOSE STREAM 76.2 100 .0 A 0.0 HOSE STRF'AM 77 .7 150 .0 B 0.0 - - - - 78.1 - - - C 0.0 - - - - 82 . 1 - - - SRC 2 .0 SOURCE 81 .9 562 . 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/12/2003 H:\HASSDATA\1630-CANOFY.SDF JOB TITLE: Harley Davidson Canopy PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -17 .5 1.104 PL 6.00 PF 0.7 11 12 .0 5.6 9 .8 17 .5 5.9 100 FTG ---- PE 0.4 3 11.0 0.0 10 .9 0.0 0.111 TL 6.00 PV Pipe: 2 -17 .3 1.104 PL 8.00 PF 1 4 2 11.0 5.6 9 . 5 17 .3 5.8 100 FTG T PE 0.0 3 11 .0 0.0 10.9 0.0 0.108 TL 12.58 PV Pipe: 3 -34.'•1 1.452 PL 2 .33 PF 0.2 3 11 .0 0 .0 10 .9 0.0 6 7 100 FTG ---- PE 0.2 4 10.5 5.6 11 .3 18.8 0.104 TL 2 .33 PV Pipe: 4 -53 .6 1 .452 PL 8.33 PF 3 .2 4 10.5 5 6 11 .3 18.8 10.4 100 FTG T PE 0.6 5 9.0 5 .c 15.2 21 .8 0.232 TL 13 .82 PV Pipe: 5 -•75 .4 1 .687 PL 0.42 PF 1 . 6 5 9.0 5.6 15 .2. 21 .8 10.8 100 FTG T PE 0.2 6 8.6 0 .0 16. 9 0.0 0.210 TL 7 . 59 PV Pipe: 6 -75.4 1.687 PL 14.00 PF 2 .9 6 8.6 0.0 16 .9 0.0 10.8 100 FTG -- - PE 0.0 10 8.6 0.0 19.9 0 .0 0.210 TL 14.00 PV Pipe: 7 -20 .3 1.104 PL 8.33 PF 1 .2 7 12 .0 5.6 13 .1 20.3 6.8 100 FTG ---- PE 0 .6 8 10 . 5 5. 6 15. 0 21 .7 0.146 TL 8.33 PV Pipe: 8 -42 .0 1.452 PL 8.33 PF 2 .0 8 10 .5 5.6 15.0 21.7 E'.1 100 FTG T PE 0 .6 9 9.0 5.6 17 .7 23 .6 0 .148 TL 13 .82 PV Pipe: 9 -65.6 1.452 PL u .42 PF 2 .0 9 9.0 5.6 17 .7 23 .6 12 .7 100 FTG T PE 0.2 10 8 .6 0 .0 19 .9 0.0 0.337 TL 5.91 PV Pipe: 10 -141.0 2.104 PL 14 .00 PF 3 .2 10 8.6 0 .0 19 .9 0.0 13 .0 100 FTG ---- PE 0.0 14 8.5 0.0 23 .1 0 .0 0.228 TL 14 .00 PV Pipe: 11 -22 .0 1.104 PL 8.33 PF 1.4 11 12 .0 5.6 15.5 22 .0 7 .4 1.00 FTG ---- PE 0 .6 12 10. 5 5 .6 17 .5 23 .5 0.170 TL 8.33 PV Pipe: 12 -45.5 1.452 PL 8 .33 PF 2 .4 12 10. 5 5.6 17 .5 23 .5 8.8 100 FTG T PE 0 .6 1.3 9.0 5.6 20 . 6 25.4 0.171 TL 13 .82 PV Pipe: 13 -70.9 1.452 PL 0.50 PF 2 .3 13 9.0 ,.6 20.6 25.4 13 .7 100 FTG T PE 0 .2 14 8 . 5 0.0 23 . 1 0.0 0.389 TL 5.99 PV SPRINKLER SYSTEM HYDRAULIC ANALYSTS Page 4 DATE: 6/12/2003 H: \HASSDATA\1630••CANOPY.SDF JOB TITLE: Harley Davidson Cancny PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. N07. PT DISC. VEL(FPS) inl(C) (FT) SUNT. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 -211.8 2.154 PL 14 .00 PF 6.0 14 8.5 0.0 23 .1 0.0 18.7 100 FTG ---- PE 0.0 20 8.6 0.0 29.1 0 .0 0.432 TL 14 .00 PV Pipe: 15 -23 .6 1.104 PL 6.00 PF 1 .2 15 12 .0 5.6 17 .8 23 .6 7.9 100 FTG ---- PE 0.4 .17 11.0 0.0 19.4 0 .0 0.193 TL 6.00 PV Pipe: 16 -23 .1 1 .104 PL 8 .00 PF 2 .3 16 11 .0 5.6 17.1 23 .1 7 .8 X00 FTG T PE 0.0 17 11.0 0.0 19.4 0 .0 0.186 TL 12 . 58 P'J Pipe: 17 -46.8 1 .452 PL 2 .33 PF 0 .4 17 11 .0 0.0 19.4 0.0 9.1 100 FTG, ---- PE 0.2 18 10.5 5.6 20.0 25.1 0.180 TL 2 . 33 PV Pipe: 18 -71.8 1.452 PL 8.33 PF 5. 5 18 10.5 5.6 20 .0 25.1 13 .9 100 FTG T PE 0. 6 19 9.0 5. 6 26.2 28.7 0.398 TL 13 . 82 PV Pipe: 19 -100. 5 1 .687 PL 0 . 50 PF 2 .7 19 9.0 5. 6 26.2 28.7 14 .4 100 FTG T PE 0.2 20 8.6 0.0 29.1 0.0 0.357 TL 7 .67 PV Pipe: 20 -31.2 .3 2 .154 PL 11. .31 PF 21.5 20 8.6 0.0 29. 1 0.0 27 .5 100 FTG ET PE -6.7 21 24.0 0.0 43 .9 0 .0 0.886 TL 24 .30 PV Pipe: 21 -312 .3 3 .314 PL 148 .42 PF 16.9 21 24 .0 0.0 43 .9 0.0 11.6 100 FTG 4E PE 0.0 RT 24.0 0.0 60.9 0.0 0.109 TL 155. 84 PV Pipe: 22 -312 .3 3 .314 PL 25.92 PF 5.2 RT 24 .0 0.0 60 .9 0.0 11 .6 100 FTG ETBD PE 0.0 22 24.0 0.0 66.0 0.0 0.109 TL 47 . 55 PV Pipe: 24 -312 .3 4 .31.0 PL 0.96 PF 0.0 22 24 .0 0 .0 66.0 0.0 6.9 120 FTG ---- PE 10.2 RB 0.5 H.S. 76.2 100.0 0.022 TL 0.96 PV Pipe: 25 -412 .3 6.2.80 PL 199.00 PF 1 .3 RB 0.5 H.S. 76.2 100 .0 4.3 140 FTG 2ET PE 0.2 A 0.0 H.S. 77 .7 150.0 0.004 TL 290 .00 PV Pipe: 26 -562. . 3 6.280 PL 5.00 PF 0.4 A 0.0 H.S. 77 .7 150.0 5.8 140 FTG T PE 0 .0 B 0 .0 0 .0 78. 1 0 .0 0.008 TL 52 .00 PV Pipe: 27 FIXED PRESSURE LOSS DEVICE C 0 .0 0.0 82 .1 0.n 4 .0 psi, 562 .3 gpm B 0 .0 0.0 78. 1 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/12/2003 H: \HASSDATA\1630-CANOPY.SDF JOB TITLE: Harley Davidson Canopy PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 28 -562 .3 6.280 PL 35.00 PF 0.7 C 0.0 0.0 82.1 0.0 5.8 140 FTrj' TG PE -0.9 SRC 2 .0 SRCE 81 .9 (N/A) 0.008 TL 87.00 P.' NOTES: (1) Calculatio,is were performed by the HASS 7.4 computer program under license no. 50090582 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.124 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 27 .5 ft/sec at pipe 20. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S46 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPV1,,r NPTee 1 . 104 2 .57 6.41 2 .57 6.41 7 .70 1.28 12 .83 12 .83 6.41 1 .452 3 .84 i .69 2 .56 8.97 7 .69 1.28 12 .81 12 .81 7 .69 1 .687 5.02 10.04 2 .51 11.30 7.53 1 .26 12 . 55 12 .55 10.04 2 . 154 6.11 12 .22 3 .67 13 .45 7 .33 1 .22 12 .22 12 .22 12 .22 PAGE: A MATERIAL: S40 IiWC: 120 Diameter Equivalent Fitting I ength:; in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 2 .104 5.00 10.00 3 .00 11 .00 4.7n 1 .00 10.00 7 .70 10.00 3 .314 2 .60 12 .80 5.00 17 .00 7 .20 1 .00 13 .00 7 .70 15.00 4.310 6.70 16.80 6.00 18.00 5.70 2.00 20.00 8.90 20.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/12/200:3 H:\HASSDATA\1630-CANOPY.SDF JOB TITLE: Harley Davidson Canopy PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.Z8( 22 .00 47.00 14.00 51.00 16.00 5.00 47 .00 Fke Systems West, Inc. 600 SE Maritime Avenue, Suite 300 • Vancouver; Washington 98661 • Phone (360) 693-9906 • Fax (503)289-2208 MATERIAL SUBMITTAL FOR Harley Davidson Canopy Tigard, Oregon Fire Systems West ,JOB # 1-10-1630 t OR CL 049732 WA CL OFIRESWI 14091 OR ECL 037-655CLE WA ECL OFIRESWI 055LW MATERIAL SUBMITTAL Job Name: Harley Davidson Canuk.-, Job Number: 1-10-1630 Item Manufacturer/Model Size Remarks 1 SPRINKLERS Standard Response Upright Tyco Series TY-B 1/2"/5.6 K 155° F, Brass 2 PIPE AND FITTINGS Allied Dyna-Flow Pipe Grinnell 3" Grooved End Allied XL Pipe Grinnell 1"-2" Threaded End Class 125 Cast Iron Fittings Grinnell 1"-2" Threaded Grooved Fitting Gruvlok 2"-3" Grooved Coupling Gruvlok 2"-3" 3 VALVES Grooved Butterfly Valve Grinnell Model 7700FP 3" With Tamper Dry Pipe Valve Grinnell Model F3061 3" With Trim Ball Valve Grinnell Fig. 1550 1"-2" Threaded 4 HANGERS Swivel Hanger Ring Grinnell Fig. 69 1"-3" Top Beam �lamp G-'.nnel1 3/8" 5 EARTHQUAKE BRACES Quick Clamp Topco Fig. 220 1 Quick In-Line Topco Fig. 230 1 Quick End Topco Fig. 225 1"-1 IA91 \,ll r � t(�QQ Fire & Building Products Customer Service/Sales: Technical Services:Tel:(800) 381-9312/Fax:(800)791-5500 Tel:(414)570-5000/(800)558-5236 Fax:(414)570.5010/(800)877-1295 Series TY-0 -- 2.8, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Standard Response, Standard Coverage obtained by utilizing th, Series TY-B General Pendent Sprinkler in combination with the Model S2 Shield Description -. WARNINGS ,� The Series TY-B, 2.8, 5.6, and 8.0 The Series TY-B Sprinklers described j K-factor, Upright and Pendent Sprin- herein must be installed and main- �* klers described in this data sheet are tained in compliance with this doeu- standard response - standard cover- ment, as well as with the applicable 'M age,decorative 5 mm glass bulb type standards of the National Fire Protec- spray sprinklers designed for use in tion Association, in addition to the light, ordinary, or extra hazard, com- standards of any other authorities hav- =w' , mercial occupancies such as banks, ing jurisdiction. Failure to do so may hotels,shopping malls,factories,refin- impair the integrity of these devices. eries,chemical plants,etc. The owner is responsible for maintain- The recessed version of the Series ing their fire protection system and de- TY-B Pendent Sprinkler, where appli- vices in proper operating condition, cable,is Intended for us„in areas with The installing contractor or sprinkler a finished ceiling. It uses a two-piece manufacturer should be contacted Style 10(1/2 inch NPT)or Style 40(3/4 relative to any questions. ` r Inch NPT)Recessed Escutcheon.The / Recessed Escutcheon provides 1/2 inch (12,7 mm) of recessed adjust- i rant or up to 3/4 inch (19,1 mm) of Model/Sprinkler total adjustment from the flush pen- dent position.The adjustment provided ! by the Recessed Escutcheon reduces leen#if�eat�on the accuracy to which the fixed pipe Numbers drops to the sprinklers must be cut. Corrosion resistant coatings, where TY1151 - Uprigh! 2.6K, 1/2°NPT Discharge Coefficient appplicable, are utilized to extend the TY1251 - Pendent 2.8K. 1/2"NPT K = 2.8 GPM/psi' z (40,3 LPM/barl/2) Iife of copper alloy sprinklers beyond TY3151 - Upright 5.6K, 1/2"NPT K = 5.6 QPM/psi' 2(80,6 LPM/barl/2) that which would otherwise be ob- TY3251 - Pendent 5.6K. 1/2"NPT K=8.0 GPM/psit/2(115,2 LPM/bars/z) tained when exposed to corrosive at- TY 4151 - Upright 8.OK,3/4"NPT mospheres. Although corrosion resis- TY4251 Pendent 8.01K,3/4"NPT Temperature Ratings tant coated sprinklers have passed the TY4851 - Upright 6 OK, 1/2"NPT Refer to Table A standard corrosion tests of the appli- TY4951 - Pendent 8.0K, 1/2"NPT Finishes cable approval agencies,the testing is Sprinkler:Refer to Tabie A not representative of all possible cor- Technical Recessed Escutcheon:White Coated, rosive atmospheres. Consequently, it Chrome Plated.or Brass Plated is recommended that the end user be Y consulted with respect to the suitability Data Physical Characteristics of these coatings for any given corro- Frame . . . . . . . . . Bronze m sive environment.The effects of ambi- entApprovals Buttong Brass/Copper UL and C-UL Listed. Sealing Assembly . . . . . . ,- temperature, concentration of y chemicals, and gas/chemical velocity, FM, LPCB,and NYC Approved. . , . . . .Beryllium Nickel w/Teflont should be considered, as a minimum, (Refer to Tabl3 A for complete approval Bulb . . . . . . . . . . . . . Glass along with the corrosive nature of the information including corrosion resis Compression Screw . . . . Bronze e chemical to which the sprinklers will be tent status.) Deflector Coppercc exposed. Maximum Working Pressure Bushing (K=2.8) . . . . . . . Bronze An intermediate level version of the 175 psi(12,1 bar) n Series TY-B Pendent Sprinkler can be Patio 1 of 8 JANUARY, 2003 TFP151 Page 2 of 8 TFP1 51 ESCUTCHEON 7/16'(11,1 mm) PLATE SEATING .• NOMINAL SSU' SURFACE NPT MAKE-IN DEFLECTOR —— --� 6 T —.—. 1 5 2.1/4' _ 7 2-3/16" 4 (57,2 mm) (55,6 mm) 2 1.9/16' WRENCH 3 X39,7 mm) FLATS _ 1 SSP' 7 DEFLECTOR CROSS PENDENT UPRIGHT SECTION 1 •Frame 3-Sealing A-Bulb 6 Deflector ' Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression 7-Bushing orifice seat on Iran e. Screw '"Pipe thraarf connections per ISO 7/1 can be provided on specir-1 request. FIGURE 1 STANDARD RESPONSE SERIES TY-B UPRIGh-(TY1151)AND PENDENT(TY1251)SPRINKLERS 2.8 K-FACTC:, 112 INCH NPT ESCUTCHEON 7/18'(11,1 mm) STYLE 10 PLATE SEATING ,. NOMINA,_ RECESSED , SURFACE 1/2" MAKE-IN ESCUTCHEON SSU NPT � DEFLECTOR 7/16" 5 2.3/16" _ I (11,1 mm, (55,8 mm) T NOMINAL 4 MAKE-IN 1-1/2" - 2.3/18' 2 (38,1 mm) j I (55,8 mm) 3 WRENC _�- FLATS SSP DEFLECTOR' — 2-7/8"(73,0 rnm)DIA. --�{ Ii2"NPT 1 PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 -Frame 3-Sealing 4-Bulb 6-Deflector ' Temperature rating is indicated on deflector or adjacent to 2•Button Assembly 5-Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 STANDARD RESPONSE SERIES TY-8 UPRIGHT(7Y3151)AND PENDENT(TY32r1)SPRINKLERS 5.6K-FACTOR, 112 INCH NPT TFP151 Page 3 of 8 ESCUTCHEON 1/2"(12,7 mm) STYLE 40 PLATE SEATING wr NOMINAL RECESSED r SURFACE 3/4, MAKE-IN ESCUICHEON SSU NPT � DEFLECTOR 6r i/� 5 2-5/16" (12,7 mm) (58,7 mm) 7\ NOMINAL I 4 MAKE-IN \ 1.9!18' — 2.1/4' 2 (39,7 mm) I _ (57,2 mm) _3 WRENCH — FLATS 1 SSP DEFLECTOR' 2.7/8`(73,0 mm)DIA. 3/4`NPT** T PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1-Frame 3-Sealing 4-Bulb s-Dellector ` Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression r�ession 7-Election orifice seat on frame. Spring "Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 3 STANDARD RESPONSE SERIES TY-B UPRIGHT(TY4151)AND PENDENT(TY4251)SPRINKLERS 8.0 K-FACTOR,314 INCH NPT ESCUTCHEON 7/16"(11,1 mm) PLATE SEATING 1/2"rr NOMINAL SSU` SURFACE NPT MAKE-IN DEFLECTOR 6 V _ 5 2.1/4" 2 3/16" (57,2 mm) __ (55,6 mm) 4 �\2 1-9116" WRENCH (39,7 mm) FLATS 7 3 SSP* DEFLECTOR CROSS PENDENT UPRIGHT SECTION 1 -Frame 3-Sealing 4-Bulb u-Deflector ` Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression orifice seat on frame. Screw "Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 4 STANDARD RESPONSE SERIES TY-8 UPRIGHT(TY4851)AND PENDENT(TY4951)SPRINKLERS 8.0 K-FACTOR, 112 INCH NPT Page 4 of 8 TFP151 SPRINKLER FINISH(See Note 7) I K TYPE TEMP BUt.9 NATURAL CHROh1E WHITE"' LEAD WAX WAX OVER I LIQUID BRA5S PLATED POLYESTER COATED COATED LEAD COATED i 35°F/57'C Orange PENDENT 155°F/68"C Red 78 (TY1251) N,A and 175'F/79"C Yellow 1, 3 NPT UPRIGHT 200°F/93"C Green (TY 1151) `I 288''F/141'C Blue 360°F/182°C Mauve t 135"F/57"C Orange PENDENT 155 F 68'C Rei (TY3^51) 1.2. 3 1, 5 f, 1 2, 3. 5 1 t., I, 3, 5 and 175°F/79°C Yello,v UPRIGHT 200°F/93"C Grean (TY3151) — 288"F/141°l. Blue 1"2" 3" 5" 1",7",3" _ NPT 360'F/182'C Mauve N A 135°F/57°C Orange RECESSED 1551F/681C Red PENDENT 1,2,3,5 1. 5 NA (TY3251)' 175"F/79°C Yellow Figure 4 200°F/93'C Green 135°F/57'C Orange VENDENT 155'F/88°C Red t1•Y4251) 1,2,5 1,2,3.5 1,2,5 and 175°F/79°C 'fellow 1,2,3,4,5,6 y 0 UPRIGHT 200°F/93°C Green JY4151) 286°F/141°C Blue 1-'2" 3" 5" 1" 2" 5" �II'7 360"F/182°C Mauvc NA 135°F/57°C Orange RECESSED 155"Fi68"C Red PLNDENT -- 1.2.3,5 N/A (TY4251)' 175"F 79°C Yn'low Figure 5 200°F/93°C Green 135°F/57°C Orange ^�+ PENDENT 156°F/68°C Red 8 p (TY4951) N/A 175"F/79°C Yollow r,�� and 1. , .. 5 NPT UPRIGHT 200°F/93°C Green (TY4851) 286°F/141°C Blue 380°F/182°C Maiwo NOTES: 1.Listed by Underwriters Laboratories,Inc.(UL). 2.Listed by Underwriters Laboratories,Inc.for use in Canada(C-UL). 3.Approved by Factory Mutual Research Corporation(FM). 4.Approved by the Loss Prevention Certification Board(LPCB). S.Approved by the City of New York under MEA 254.01-E. S.VdS Approved(For details contact Tyco Fire 8 Building Products,Enschede,"'etherlands,Tel.31.53.420.4444/1'ex 31.53.428-3377). 7.Where Polyester Coated,Lead Coated,Wax Coated,and Wax over Lead Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers.Where Lead Coated,Wax Coated,and Wax over Lead Coated Sprinklers are notci to be FM Approved,the sprinklers a e FM Approved as Corrosion Resistant Sprinklers. Installed with Style 10(1/2'NPT)or Style 40(3/4'NPT)3/4'Total Adjustment Recessed Escutcheon,as applicable. 150°F/88°C Maximum Ceiling Temperature. Frame and deflector only.Listings and approvals apply to all colors(Special Orden N/A:Not Available 1-ABLE A LABORATORY LISTINGS ANO APPROVALS i TFP 151 Pago 5 of 8 r. 2.7/6' DIA _ ....� 5/8±1/4" (73,0 mm) 3/4"(19,1 mm) _ (15,9±6,4 mm) 2-1/4"DIA. _ 1/4"(6,4 mrn) WRENCH RECESS (57,2 mm) (END'A'USED FOR FACE OF MOUNTING Gj rr2'NPT MODELS) SPRINKLER PATE FITTING � I WRENCH RECESS 1 (3,2 mrri)� (END'S'USED FOR t 3/4'NPT MODELS) — FIGURE 7 W TYPE 6SPRINKLER WRENCH MOUNTING SURFACE _ WRENCH CLOSURE SERIES 1.1/4"(31,8 mm) RECESS TY-B 3/4"(19,1 mm) FIGURE 5 SERIES TY-B RECESSED PENDENT SPRINKLER A5SEMBLV WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FA:"TOR, 1/2 INCH NPT ` _ PUSH WRENCH IN TO ENSURE _ 2-7/8"DIA. ENGAGEMENT (73,0 mm) 3/4"(19,1 mm) WITH SPRINKLER 5/8±1/4" WRENCHING AREA (15,9±6,4 mm) 2-1/4"DIA. i 1/4"(6,4 mm) (57,2 mm) FIGURE 8 FACE OF MOUNTING W-TYPE 7 RECESSED SPRINKLER PLATE SPRINKLER WRENCH FITTING -- ------- (3,2 mm) _ Operation —�--- -- I ) The glass Bulb contains a fluid which MOUNTING i expands when exposed to heat.When SURFACE the rated temperature is reached, the fluid expands sufficiently to shatter the -- glass Bulb, allowing the sprinkler to CLOSURE SERIES 1-5/16"(3 mm) activate and water to flow TY-R 13/16"(20,6 mm) Design FIGURE 6 Criteria SERIES TY-B FtEC:ESSED PENDENT SPRINKLER ASSEMBLY WI1"H TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT The Series TY-B Pendent and Upright STYLE 40 RECESSED ESCUTCHEON Sprinklers are intended for fire protec- 8.0 K-FACTOR, 3.14 INCH NPT tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 10 or 40 Recessed Escutcheon. as applicable, is to be used for recessed pendent installations. TFP151 Page 6 of S Ing the wax coating. Before wrench stalled or the finish coat has been ap- Insfallation tightening the sprinkler,the jaws of the plied, slide on the Style 10 or 40 Clo- wrench are to bri adjusted to Just con- sure over the Series TY B Sprinkler The Series Vi-B Sprinklers must be tact the sprinkler wrench flats. After and push the Closure over the Mount- installed in accordance with the follow- wrench tightening the sprinkler,loosen ing Plate until its flange comes in con- ing instructions: the wrench jaws before removing the tact with the ceiling. wrench. NOTES After installation,the sprinkler wrench Do not install any bulb type sprinkler if flats and frame arms must be in- the bulb is cracked or there is a loss of s ectad and the wax coating re- liquid from the bulb. With the sprinkler p g held horizontally, a small air bubble touched(repaired)whenever the coat- should be present. The diameter of the ing has been damaged and bare metal is exposed. The wax coating air bubble is approximately 1/16 inch the (1,6 mm) for the 135°F/57°C to 3/32 wrench flats can be retouched byy gen 2°C tly applying a heated 1/8 inch diameter Inch (2,4 mm) for the 360°F/18 temperature ratings. steel rod to the areas of wax that have been damaged,to smooth It back over A leak tight 1/2 inch NPT sprinklerjoint areas where bare metal is exposed. should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- NOTES mum of 21 ft. lbs. (28,5 Nm)of torque Only retouching of the wax coating ap- may be used to install sprinklers with plied to the wrench flats and frame 1/2 NPT connections. A leak tight 314 arms is permitted, and the retouching inch NPT sprinkler joint should be ob- is to ue performed only at the time of tained with a torque of 10 to 20 1t.lbs. the in'tlal sprinkler installation. (13,4 to 26,8 Nm). A maximum of 30 The steel rod should be heated only to It.lbs.(40,7 Nm)of torque is to be used the pant at which it can begin to melt to install sprinklers with 3/4 NPT con- the wax, and appropriate precautions nections. Higher levels of torque may need to be taken, when handling the distort the sprinkler inle! and cause heated rod, in order to prevent the leakage or impairment of the sprinkler. installer from being burned. Do not attempt to make-up for insufi- If attempts to retouch the wax coating cient adjustment 'n the escutcheon with complete coverage are unsuc. plate by under-o•over-tightening the cessful,additional wax can be ordered sprinkler. Readjusi the position of the in the form of a wax stick (the end of sprinkler fitting to suit, which is color coded). Only the correct The Series TY-B Pendent and Up- color coded wax is to be used, and right Sprinklers must be installed in retouching of wrench flats and frame accordance with the following Instruc- arms is only permitted at the time of tions. initial sprinkler installation. With the Step 1. Pendent sprinklers are to be steel rod heated as previously de- Installed in the pendent position, and scribed, touch the rod to the area re- upright sprinklers are to be Installed in quiring additional wax with the rod an- gled downward, and then touch the wax stick to the rod approximately Step 2. With pipe thread sealant an- one-half inch away from the area re- plied to the pipe threads,hand tighten quiring retouching. The wax will melt the sprinkler into the sprinkler fitting. and run down onto the sprinkler. Step 3. Tighten the sprinkler Into the sprinkler fitting using only the W-type The Series TY-S Recessed Pendent 6 Sprinkler Wrench (Ret, Figure 7), Sprinklers must be installed in ac- except that an 8 or 10 inch adjustable cordance with the following instruc- Crescent wrench is to be used for wax tions. coated sprinklers. With reference to Step A.After installing the Style 10 or Figures 1, 2, 3, and 4 the W-Type 7 40 Mounting Plate,as applicable,over Sprinkler Wrench or the adjustable the sprinkler threads and with pipe Crescent wrench, applicable is to thread sealant applied to the pipe be applied to the wrench flats. threads,hand tighten the sprinkler Into When installing wax coated sprinklers the sprinkler fitk:ng, with the adjustable Crescent wrench, Step S.Tighten the sprinkler into the additional rare needs to be exercised sprinkler fitting using only the W-Type to prevent damage to the wax coating 7 Recessed Sprinkler Wrench (RO. on the sprinkler wrench flats or frau a Figure 8).With reference to Figure 3 or arms and, consequently, exposure of 4 the W-Type 7 Recessed Sprinkler bare metal to the corrosive environ- Wrench is'o be applied to the sprinkler ment. The jaws of the wrench should wrench fl-As. be opened sufficiently wide to Bass over the wrench flats without dar,iag- Step C.After the ceiling has been in- \'1 TFP151 Page 7 of 8 addition to the standards of any other Care and authorities having jurisdiction.The in- Limited stalling contractor or sprinkler manu- warranty Maintenance facturer should be contacted relative to The Serves TY-B Sprinklers must be any questions. Products manufactured by Tyco Fire maintained .end serviced in accord- It is recommended that automatic Products are warranted solely to the ance with the following instructions: sprinkler systems be inspected, original Buyer for ten (10) years tested, and maintained by a qualified against defects in material and work- NOTES Inspection Service. manship when paid for and properly Before closing a lire protection system installed and maintained under normal main control valve for maintenance use and service.This warranty will ex- work on the lire protection system that pire ten (10) y9ars from date of ship- it controls,permission to shut down the ment by Tyco Fire Products. No war- affected fire protection system must be ranty is given for products or obtained from the proper authorities components manufactured by compa- and all personnel who maybe affected nits not affiliated by ownership with by this action must be notified. Tycc Fire Products or for products and Acomponents which have been subject Absence of an escutcheon, which is to misuse,improper installation,corro- used to cover a clea,ance hole, may sion,or which have not been installed, delay the time to sprinkler operation in maintained,modified or repaired in ac- a lire situation. cordance with applicable Standards of Sprinklers that are found to be leaking the National Fire Protection Associa- or exhibiting visible signs of corrosion tion, and/or the standards of any other must be replaced. Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be Automatic sprinklers must never be defective shall be either repaired or painted, plated, coated or otherwise replaced, at Tyco Fire Products' sole altered after leaving the factory.Modi- option. Tyco Fire Products neither as- fied sprinklers must be replaced. sumes, nor authorizes any person to Sprinklers that ha%e been exposed to assume for it, any other obligation in corrosive products of combustion, but connection with the sale of products or have not operated,should be replaced parts of products. Tyco Fire Products if they cannot be comr'gtely cleaned shall not lie responsible for sprinkler by wiping the sprinklet . -'i a cloth or system design errors or inaccurate or by brushing it with a soft bi istle brushincomplete information supplied by Care must be exercised to avoid dam- Buyer or Buyer's representatives. age to the sprinklers - before, during, IN NO EVENT SHALL TYCO FIHE and after installation. Sprinklers dam- PRODUCTS BE LIABLE, IN CON. aged by dropping, striking, wrench TRACT,TORT,STRICT LIABILITY OR twist/slippage, or the like, must be re- UNDER ANY OTHER LEGAL THE. placed.Also,replace any sprinkler that ORY, FOR INCIDENTAL, INDIRECT, has a cracked bulb or that has lost SPECIAL OR CONSEQUENTIAL liquid from its bulb (Ref. Installation DAMAGES, INCLUDING BUT NOT Section). LIMITED TO LABOR CHARGES RE. Frequeni visual inspections are rec- GARDLESS OF WHETHER TYCO ommended to be initially performed for FIRE PRODUCTS WAS INFORMED corrosion resistant coated sprinklers, ABOUT THE POSSIBILITY OF SUCH after the installation has been com- DAMAGES, AND IN NO EVENT platsd,to verify the integrity of the cor- SHALL TYCO FIRE PRODUCTS' LI- rosion resistant coating. Thereafter, ABILITY EXCEED AN AMOUNT annual inspections per NFPA 25 EQUAL TO THE SALES PRICE. should suffice; however, instead of in- THE FOREGOING WARRANTY 15 specting from the floor level,a random MADE IN LIEU. OF ANY AND AL sampling of close-up visual inspec- OTHER WARRANT/ESEXPRE SO tions should be made, so as to better IMPLtEQ /NCLUD NG WARRANT(E,5 determine the exact sprinkler condi- OF MERCHANTABILITY AND FIT tion ar,d the long term integrity of the ��FSS FOR A PARj/CULAR PDQ corrosion, resistant coating, as it may be affected by the corrosive conditions present. The owner s responsiblr; for the in- speci,on, t- r;nq, and maintenance of their fire prc.rcct on sy.Aem and de- vices in cornrhance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in Page 8 of 8 TFP151 P/N :17 - XXX - X - XXX "- TEMPERATURE MODEL/SIN RATING SPRINKLER 530 2.8K UPRIGHT(1/2'NPT) TY 1151 135 135'F/57'C 531 2.13K PENDENT(1/2'NPT) TY1251 1 NATURAL BRASS 155 1551F/681C 570 5.6K UPRIGHT(1/2`NPT) TY3151 4 WHITE POLYESTER 175 175'F/79°C 571 5 6K PENDENT(1/2-NPT) TY3251 9 CHROME PLATED 200 200-'F)93"C 590 8.OK UPRIGHT(3/4'NPT) TY4151 7 LEAD COATED 286 28b'r/141`C 591 8 0K PENDENT(3/4'NPT) TY4251 6 WAX COATED 360 360"F/182"C 286'F/141'C MAX 560 8.0K UPRIGHT(1/2'NPT) TY4851 8 WAX OVER LFF'' 561 8 OK PENDENT(1/2'NPT) TY4951 286'F/141"C Mf X TABLE B PART,DUMBER SELECTION SERIES TY-B PENDENT AND UPRIGHT SPRINKLERS e� Recessed Escutcheon: Wax Stir;ks: Ordering Specify: Style (suecify) Reces'ed Es- (for retouching wrr,nch damaged cutcheun with (specify finish), PIN wax coating) Procedure (specify). Specify. (Specify co or) color coded When placing an order,indicate the full 1/2" (15 mm) Wax Stick for retouching(specify tem- product name. Refer to the Price List Style 10 perature rating)temperature rated Se- for complete listing of Part Numbers. Chrome Plated PIN 56-7 ,0 9.010 ries TY-B Sprinklers, P/N(specify). 1/2" (15 mm) Contact your local distributor for avail- Style 10 Black for 135'F PIN 56-065-1-135 While Color Reit for 15'_ .. PIN 56-065.1-155 ability. Coated PIN 56.701-4-010 1/2" (t5 mm) Yellow for 175"F....... .. P/N 58-065-1.175 Sprinkler Assemblies with NPT style 10 Blue for 200°F-.nil Thread C innectiens: Brays Plated P'N 56-701.2.010 266"F... P/N 58.085.1-266 Specify: (Specify Model/SIN), Stand- T4 (20 mm) Style NOTES and Response, (specify K factor), Chrome Pin!-d P/N 56-700-9-010 Each wax stick is suitable for refouch- (specify temperature rating), Series 3/4" (20 mm) ing up to twenty-five sprinklers. TY-6 (specify Pendent or Upright) Style 40 Sprinkler with (specify type of finish or White color The wax used for 286"F sprinklers is coating), P/N (specify from Table 0). Coated P/N 56.700-4-010 the same as for 200'F sprinklers, and, 3/4"style 4cm) therefore,.'he 286"F sprinkler is limited Brass nlalei PIN 56.700.MIL to the same maximum ceiling tempera- ture as the 200'F sprinkler (i.e., Sprinkler Wrench: 150°F). S>ec';r W-Type 6 Sprinkler Wrench, P/,: 56-u' )0 6-387. Specify W Type 7 Sprinkler Wrench, P/N 56-850-4-001. TYCO FIRE P;TODUCTS 451 North Cannon Avenue,Lansdale,Pennsylvania 19446 f r6ry}��p 1 1 � ol TUBE&CONDUIT r �nS A•[yoo tnnfmwrioiwc vu m+►w*wr f N6 s k' G Y O 1 Qlv� 1 IA DYMA = F . .LIOLW Super Floe/DynamFlow(E) High Strength Steel Wipe The original high-strength lightwall sprinkler pipe with hydraulics superior to Scheclule-10. Super Flo/Dyna-Flow pipe is the "original" high-strength lightwall sprinkler pipe. Product Nominal wtJt wt/Ft PCs/ wt/Utt wt/UR wt/Lift Super Flo/Dyna-Flow has outstanding NPs I.D. H2O Filled utt 21' 24' 25' _ hydraulic capabilities and is recognized x 1.' 1.191 0.830 1.31 91 1586 1812 1888 as the most popular alternative to *25 30.3 1.2 1.95 91 719 822 856 Schedule-10 pipe. Lightweight, easy to x J. 1/4" 1.536 1.059 1.87 61 1356 1550 1615 cut and easy to handle for installation. 32 39.0 1.6 2,78 61 615 703 733 Super Flo/Dyna-Flow is a valuable x 1 1/2" 1.728 1.667 2.71 61 2135 2440 2542 addition to any fire protection system. *40 43.9 2.5 4.03 61 968 1107 1153 x 2" 2.203 2.104 3.79 37 1634 1868 1946 *50 56.0 3.1 5.64 37 741 847 883 x 2 1/2" 2.703 2.564 5.10 30 1615 1846 1923 *65 68.7 3.8 7.59 30 733 837 872 Superior ' x 3" 3.314 3.387 7.18 19 1351 1544 1608 With an inside diameter of up to 11% *80 84,2 5.0 10.69 19 613 700 729 larger than Schedule-40 and up to 7% x 4" 4.310 4.473 10.86 19 1784 2039 2124 * larger than Schedule-10, Super Flo/ 90 109.5 6.7 16.16 19 809 925 963 Dyna-Flaw pipe hydraulics are exceptional. Larger C.D.s enable Super Flo/Dyna-Flow, and related components. to be down- Speonal sized within the system, thus increasing Super Flo/Dyna-Flow pipe is •Lightweight and easy to install, the potential for job cost savings. For manufactured to meet ASTM A- resulting in more efficient use of complete Hazen-Williams charts, refer to "Super Flo/Dyna-Flow Hydraulic Data 795 Type E. Grade A and is in your freignt and labor dollars. Tables:" compliance with NFPA-13 and NFPA-14. All sizes of Dvna a Provides stability needed to Flow/Super Flo are UL Listed, comply with standard hanger FM Approved and ULC Listed. spacing (15 ft O.C.) per NFPA. Coatings & Fabrication Super Flo/Dyna-Flow products are coated •Available in Standard lengths with an environmentally approved and ueted Approved Ustw for your convenience, or can be specially formulated modified-acrylic or ordered in custom lengths water-based coating.This durable coating Super Flo/Dyna-Flow is UL/ULC upon approval. is paintable. I he black coating acts as Listed for use with roll grooved, an excellent primer and is resistant to plain-end couplings. and welded • Fast cutting and welding, as well weathering and U.V. degradation from joints for wet, dry, preaction and as easy roll grooving and end outdoor storage. deluge systems. It is FM Approved preparation. for roll grooved. plain-end, and Metallurgical properties provide excellent welded joints for wet systems. • Available in f.:�tory roll grooved fabrication characteristics for end prep Refer to appropriate documentation form for quicker shop turnaround. finishes, welding and roll grooving. No for up-to-date listing and approval special process or equipment are needed information. Sur-er Flo/Dyna-Flow *Clean, durable mill coating for fabrication and installation. is now available "hut-dip"galvanized provides longer"shelf life" and and has been specifically approved acts as an excellent primer for -r allied by FM for dry systems uses. custum paint applications. ( ) TUBE!CnNQUIT 16100 S. Lathrop 11350 Norcom Rd. 2525 N. 27th Ave. Customer Service: „w.,,,,,,•- �,, Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 95009 1-800.797.6210 Fax 708-339.1806 ne Pnnled USA.1P 15e.e1A,et"S Submittal Data Shoot Super Floos/Dyna-Flow• Star mp He�P` High Strength Steel Pipe Super Flo/Dyna-Flow pipe is the"onginal"high-street th Iightw•nll sprinkler pipe.Super Flo/ D-mu•Fhm has outstanding hydraulic capabilities and o recognized is the most popular altemative to Schedule-10 pipe.Lightweight.easy to cut and Busy to handle for installation. Super Flu/Dyna-Flow is a valuable addition to any fire protection system. Additional Sonef Its Lightweight and easy to install.resulting in more efficient use of your freight and labor Jollurs. Provides stability neede.to comply with standard hunger spacing 115 ft O.C.1 per NFPA.Available .n Standard lengths;o•your convenience.or can be ordered in custom -- lengths upon approval.Fast cutting and welding.u:.well m easy roll grooving and end preparation. Available in Factory roll grooved form for quicker shop,,tjrnund.Clean.durable mill coating ra t provides longer"shell'life"and acts as an excellent primer to custom point applications. Superior Hydraulics With an inside diameter of up to I Ili surge.thin Schedule 40 and up u to 717c larLer than Schedule M.Super Flo/Dyna-Flow pipe hydraulics are exceptional.Larger LD s enable Super Flu/Dy ria-Flow.and related components.to be down-sized within the system.thus increasing the potential lot lob cost su\in,-.,s.For complete Hazen-Williams churt•.refer to"Super Flo/ Dynu-Flow Hydraulic Data Tables" Coatings & Fabrication Super Flu/Dynu•Flow products are coated with an environmentally l uppro%ed and specially formulated modified-acrylic or water-bused coating.This durable coating is puintable.The black coating.icts as in excellent primer and is resistant to weathering and L'V. degradation from outdoor storage. Metallurgical properties provide excellent fabrication oharactensrics for end prep finishes.%velding and roll grom ing, Vu sprctal process or equipment are needed for tabrication.ind installation Specification!&Approvals Super FIo/Dy na-Flow pipe is manulictured to meet AST>I A 745 Type F.tirade A and are in 4impliance with VFPA-13 and NFPA-14 \II sizes of Dyna Flow/Super Flu are CL Listed.I'M approved and ULC Listed. Super Flu/Dvnu-Flow is L'L/C'LC Listed for use with roll grooved.plum-end couplings.and welded points for wet.dry.pre-action and deluge systems.It is FM Approved for roll -00%ed. plain-ended.and welded joints for wet systems.Refer to appropriate documentation for up-to-date listing and approval information.Super Flo/Dynu-Flow is now usuiluble"hot-dip"gu1%unized and has been specifically approved by FNI for dry systems uses. American Cilie and Pipe au aoloin-d hi Allied Tube and Conduit on Fehruar% 1.1497. Product Neminal Wt/Ft WVFt Pets/ Wt/Uft Wt/U" Wt/UN Thp engineered Ifght%%dl and standard wall NP>3 I.D. H2O Filled Ufit 21' 24' 25 Tamil}n(p radon%although the%bait different r 1" 1.191 0.830 1.31 91- 1586 1812 1888 •25 30.3 1.2 1.95 91 719 822 856 _ names ire the some in all rtspecis%%ith regard to r 1 1/4" 1.536 1.059 1.87 61 1358 1550 1615 strength.%%eluhl.handle count.listings kind .32 39.0 1.6 2.78 61 815 703 . 733 approvals.For example.n.%ni•FI(m and Super ■1 1/2" 1.728 1.667 2.71 61 2135 2440 2542 Flu are the same product as are D%ni Thread •40 43.9 2.5 4.03 61 968 1107 1153 and super 40.M.is manufactured with Exterior r 2" 2.203 2.104 3.79 37 1834 1868 1946 ra1%anited coating.HLT is manufactured%vith •50 56.0 3.1 13.64 37 741 847 883 Block lacquer cnutlne. _ ■2 1/2" 2.703 2,564 5.10 3C 1815 1846 1923 .65 68.7 3.8 7.59 30 733 837 872 \ r 3" 3.314 3.387 7.18 19 1351 15x4 1808 ,I ,� r 80 84.2 a 10.89 _ 19 613 700 729 U L �.-Y-=-- r4•' 4.310 7.784 2035 2124 -,. WOW •90 109.5 6.7 16.16 19 809 ?25 963_ Project: Sprinkler Contractor Late Specification Reference: System Type Engineer: Locations: Comments. • allied TUBE&CONDUIT AtyVaIMFRNATKWALLTD.COMP;My Y left Mad LT • '- , J ! _ j � A J 1. I .♦♦ X11 XL@/BLT@ Galvanized and Black Lightwall Threadable Pipe The original "Galvanized" and "Black" Threadable Lightwall pipes with exceptional hydraulics and economy. XL*/BLT`s proven hydraulic advantage and lighter weight adds value to any system. When you need a proven Product Nominal wt/Ft wt,Ft Pcs/ wt;l.itt wt/Litt wt/oft sprinkler pipe, specify XLBLT. NPS LD. N20FlIlad Lift 21' 24' 28' X 1" 1.104 1.190 1.61 70 2274 2599 2707 .25 28.0 1.6 2.40 70 1031 1179 1228 x 1 1;4" 1.452 1.530 2.25 51 1960 2240 2333 Product D*scription .32 _36.9 2.3 3.35 51 889 1016 1058 x 1 1/2" 1.687 1.870 2.84 44 2321`. 2738 2852 XL/BLT pipe are an exceptionally strong .40 42.8 2.8 4.23 44 1086 1242 1294 steel sprinkler pipe of the class generally x 2" 2,154 2.480 4.06 30 1927 2202 2294 known as "lightwall threadable pipe ,50 54.7 3.7 6.04 30 874 999 1 141 Its wall thickness is less than that of Sch-40 or Sch-10, but the cold forming Specifications ; Appril, process undergone in manufacturing gives XL/BLT pipe mechanical strength XLBLT pipe is manufactured t.) XLBLT pipe offers the maximum characteristics equivalent to those meet ASTNI A-135, Grade A fo. fire hydraulic advantage of any required for Sch-40. It is designed for sprinkler applications up to 300 psi available threadable sprinkler use in wet, dry, preaction and deluge working pressure. pipe. Its inside diameter is up to systems. XLBLT can be joined with 5% larger than Sch-40. The threaded couplings (when in accordance (�J�iuse of XLBLT in conjunction with ANSI B 1.20.1), roll grooved or �� +�- US with Dyna Flow pipe, can plain-end couplings, or welded joints. Usted AUP,,�n,, u.ted dramatically improve the Flow characteristics, thereby increasing It is UL listed for wet, dry, preaction the potential for"downsizing" sys- and deluge systems, and FM tem components. Coatings & Fabrication approved for wet sprinkler systems. XLBLT is ULC listed for wet, dry XLBLT products have metallurgical and preaction systems. All threaded properties which provide excellent and welded fittings are approved in fabrication characteristics for end prep accordance with NFPA 13. Other Benefits finishes, welding and roll grooving, No FM requires 12' maximum hanger The clean surface quality of special process or equipment are needed spacing for XLBLT. C-Factors for XL/BL:T is readily paintable.The for fabrication and installation. XLBLT are 120 for wet systems. and lighter weight of XLBLT is a XL is manufactured with C=100 for dry systems. Refer to distinct advantage for retro-fit galvanized coating. Hazen-Williams charts for accurate installations and can also reduce BLT Is black lacquer coated. flow comparisons. labor costs. `�'�allieeJ TUBE 8 CONDUIT16100 S. Lathrop 11350 Norcom Rd. 2525 N. 27th Ave. Customer Service: Harvey. IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 1-800-797-6210 Fax 708-339-1806 /29 P,mled.n USA IP 1 -9 5M 101900 Submittal Data Sheet XL'/BLT Stamp Here^--- -- - — --� Galvanized and Black Lightwall Threadable Pipe XUBLT's proven hydraulic ad%uwage and lighter weight adds value to any systetn.When you need a proven sprinkler pipe.specify XUBLT. Product Description XUBLT pipe are exceptionally strong steel sprinkler pipe of the class generally known as"lightwull threaduble pipe". Its wall thickness is less than that of Sch--40 or Sch-III,but the cold forming process underdone in munufacturing gives XUBLT pipe m%..',micul strength characteristics equivalent to those required for Sch--til - It is designed for use in wet.dry,pre-action and deluge systems. XUBLT can be joined with threaded couplings(when in accordance with ANSI B 1.20.11,mil grooved or pluin- end couplings,or welded points. Other Benefits The clean surface quulity of XL/BLT is readil. paintable.The lighter aright of XI./ IX i. a distinct advantage for retro-fil installations and can also reduce labor rust+ Coatings A Fabrication XUBLT products have metallurgic.11 properties which provide excellent l+ahracaonn characteristics for and prep finishes.%%olding and roll grooving. No special process or equipment Lire needed for fabrication and in,(Alatfon. XL Is manufactured with galvanized coutina.Ris is black Iucquer coated. z� Superior Hydraulics XUBLT pipe offers the maximum hydraulic advantage of any a%.alahle Ihreudahle sprinkler pipe. Its inside diameter is up to 5'; loner than 5ch-40. The use of XL/BI.T in conjunction with D%na-flow pipe.can dramaticall% improve the flow churn:teristics.iherchv increasing the potential I'm"downsizing"system components. Spseifiaations A Approvals XUBLT pipe is manufactured to meet ASTvt A 1?5.Crude.% tar fire sprinkler application-,up no 01)psi%corking pressure It is UL listed for wet.drv,pre-action and deluge systems.and F;vI apprmed for wet .prinkler g systems. XL/BLT is ULC listed for wet.dry and pre-action systeni%.All threaded and �l welded fittings are oppmved in accornlance%lith NFP.\ 13.F`l wiluires I''maximum hanger spacing for XUBLT.C-Factors for XI./B'.T.tic 1`II for wet +%steins.and C=1(N) for dry sv,iems Refer to Humn-Williams charts for- curate Ilea conopan+ons, Specifications kmerican tube and Pipe%%as acquired h% %Ilied fuhe and Voriduit nn Fehruar% I. 1947.The engineered Product Nominal WV" WVR Pry Wt/Uft Wt/Lift Wt/Uft light%%all and standard null fronil)of products although NPs LD, Ns0 Filled Litt 2Z' 24' Zg' the%ha%e different names are the saint in all respects %%ith regard to strength,aright.hundle count.listings X 1" 1.104 1.190 1.61 70 2274 2599 2707 and apprmais.For example.U)na-F1o%%and Super Flo *25 28.0 1.8 2.40 70 1031 1179 1228 are the same product as are bo na Threud and Super Jo, x 1 1/4" ' 152 1.530 2.25 51 1960 2240 2333 XI.is manufactured%%ith Evterinr gal%unized coaling. *32 36.9 2.3 3.35 51 889 1016 1058 BLf is manufactured with Mack lacquer coating. ■ 1 1/2" 1.687 1.870 2.84 44 2395 2738 2852 •40 4_2.8 2.8 4.13 44 1086 1242 1294 ■ 2" 2.154 2.480 4.06 30 1927 2202 2294 % Y=3 (� *50 54.7 3.7 6.04 30 874 999 1041 Wmw goo%ossa cww Project: Sprinkler Contractor: �Y Date Engineer: y Specification Reference !— System Type: Locations: _^ Comments: Grinnell cast iron threaded Class 125, (standmic!) f saturated steam: 125 # pressure ratings, psi ) liquid 8 gas at 150° F: 175 Grinnell standard and extra heavy cast iron Grinnell standard and extra heavy fittings in this threaded fittings are manufactured in accordance section,sizes 114 - 12 inch,are included in the"List of with American National Standards ANSI 816.4 Inspected Fire Protection Equipment and Materials" (except plugs and bushings, ANSI B16.14). Dimen- issued by the Underwriters' Laboratories, Inc. sions also conform to Federal specifications,WW-P- 501 (except plugs and bushings WW-P-471). elbows weight(approx)each,Ib A _-fig.351 fig.351 fig.371 size, In. in. in. black galy, black 9©" elbow t/4 / � .ts 17 sfralghf: fig. 351 h %6 tt• .25 26 V 1%+ 1%i .40 41 j t)f• 13(� Ct^, 61 .92 .95 1 4 _ t'i 1 i 1.44 1.46 1� 1 � tt3f+ 1.95 2.00 flanged and threaded 2 1?{• 2'� 3.13 3.21 fig. 371• -�` 2�° - 1' • 2t�• 4 94 5.i3 1022 3 2�+ T,` 7 21 7 40 13.25 - 4- - 2')f• 3"f� 12.17 12 67 21.56 +d q- 5 33f• 4! 21.46 28.13 6 3% 511 31.33 33.33 40 50 8 5 + 8!f� 64 56 67.14 80.06 B A + Sizes 4 inch am; larger have two bolt holes tapped for stud or tap bolts. A.center to end of pip" 8;center to face of fitting 45° elbow: fig. 356 _weight(approx)each, Ib A 8 fi9_356 ___ 119.377. size,in. in. in. black gale. black 16 .17 .23 .37 .38 flanged and threaded �' 1 .55 .56 ftq. 372 1 �fi 1!i 63 .88 t �f 1': 133 1.36 1.79 1.83 2 f 1 nf• 2.89 2.96 211 1�• 1'1fr 4.24 4.35 2?k+ 8.44 8.85 ------ 9!/j i>•{ 2+i 8.42 •. 4 _ i 21,0 10.64 11.22 19.88 3'1• 16.96 17.38 A.center to end of pipe 6 2 • ='f• 26.02 28.19 3, 1, 8:center to face of fitting 6 21i 4 , 50.17 52.00 64 41 1"aize available in 1 x ya reducing size,blanc or galvanized. Grinnell cast Iron threaded, (class 125) elbows, cotlt'd AB weight(approx)each Ib. size,in. In. ln. beck galvanized 22'.,• elbow ',: '; ri 52 • fig. 356A t ?tib I 1 .80 • r4 1.40 • 1.64 • B +A 2 !i 1%, 2.50 • r 211, ? 1?� 3.95 • weight(approx) AB C D each,Ib. size,in. in. In. in. In. black 90• elbow % ?y ')f, 1 f, 1;(r .34 reducing: fig. 352 I +4 % '4 X, .40 s4 % 'ue 1lfr 1 f(e 1% .51 N2 +N, +)f� 1% 1? .67 y-1.21 "— 1'4 % +N, 1 y 1.02. % 1.07 1% 1f{, 1% 1+)(e 1% 1.74 1.44 , 1Y4ri 1 Xi 1% 1'>f, 1.55 1+4 1% V,6 1.53 2 2'j 259-- 1+4 2!s, 2.33 2 1 1V, 2 2.08 �j I)q 1% 151 2 2.20 13, — 2_22 -- e 2 IRO 1'ri 2f, 2!(, 4.01 21, 1� 1)(, 1')f, 2)4 V16 3.68 c 1+4 iff, 1% 2%, 2?j 3 41 1 1 1% 1+)f, 2tta 2.93 2% 1% 2)f, 24f, 31f, 6.44 3 2 Ili 2!4 2% 21h, 5.35 t' 1'� 2)f, 2% 21% 5.65 i 1'ti 2f(, 21f, 2')f, 5.98 312 3 2ff, 2)f6 3h, 3% 8.95 --— 3!'1 Vf, 2% 3% 3%, 11.89 -- 4 3 2)f6 21% 314 3% 10.63 2'7 2ff, 2% 3+/ 3% 11.27 A, B: 2 2)f, 21)f, 3'/ 351 11.89 center ha end of pipe ------.�0 2'91,6 3V,e 4 4% 18.47 center to face of fitting C. D 5 3 2'316 37/1e 4 4% 19.00 21./: 21356 3Y, 4 4% 19.88 5 3% 3'3',6 4% 5 26.66 .. 6 4 2"/,e 3% 41/,6 415/,6 23.53 3 2 i 3'3,4 39/16 41yls t 19.43 --8--- 6 43r,e s'ti s9/,e 6% 51.11 • Not stocked of-20 Grinneii cast iron threaded, (class 125) saturated steam:126 pressure ratings, psi # liquid b gas at 150°F: 175 wgt(approx) tees A B C D E F each,Ib. size,In. In. B. In. In. In. in. black gale. ING '3<4 .22 .23 straight tee ,t h 4 1 1 1 .35 .38 I fg.338 , '>�. 'N4 'N4 1 r 1 r 1% 58 .58 MI '3f� ' 4 'ifs 13(4 13{� 13f4 .84 .85 '3{� '3G 1% 1% 1% 1.25 1.31 1N 1% 1% 1% 1�/4 1�, 2.03 2.07 1% 13(4 13(4 13(4 1 X36 13(4 13(4 2.70L33 NOW2 1'J(4 1N4 1156 2'/4 2% 2% 4.23o2'/ 1+ 414i42iN4 2ni42+N4 8.87 r a t 3 23(4 29{4 23(4 3% 3% 3% 10.00 10.18 3h 2;(4 2%, 2N4 L3k4 3344 3:(4 13.29 13.82 N4 3% c 4 2% 21(, 2' 3% 3'/. 18.33 18.99 3)14 93<4 3314 4/ 4% 4% 27.33 27.87 8 3% 3% 334 5%4 5%i 5%4 40.85 41.40 A,8,C:center to end of pipe 8X4 6% 79.00 81.25 D,E,F:center to face of fitting B 53(4 53(4 5?(4 8154 V, 1%4 1% .57 .... recucing tee ; 'N4 'N4 '314 1'/, 1'/, 1% .57 .... fig. 339 % 59 ')f4 'N4 '314 19(� 13{� 1'� .76 34 'N4 'N4 '3(4 13(4 1)(, .75 .... 3f. Ni 1N4 t:f4 1)(4 .82 / i 'N4 'N4 '3(4 136 1 i 13'/(4 .64 !/4 % f4 '3S4 '3(i 1�(4 1% 1 S(4 .79 !/2 �� '3(4 % 1 N1 .88 13� 1% 1'14 1.11 1 % '314 'N4 +3(4 1% 1' 11 i 1.01 1.03 ' 4 1 1.01 1 '314 '314 13(4 1% 1%4 1% 1.13 .... Y4 Y4 '3(4 '314 '3(4 1% 1)(4 1%, 1.00 .... 111i 1314 1% .89 1;i 194 1% 1.08 .... Y44 '3(4 '3{� 36 t 3'i 1% 91 Y44 IX, 1'/4 136 1% .90 1.08 .. . . '3(4 '3(4 '3(4 1354 iN4 1% 99 1.00 .. . . 1 '3(4 '3(4 1% 1�4 1114 1'N4 1.73 .. .. 1% Y4 '3(4 '3(4 1!4 1'14 1 N4 131 1.57 ... . 'N4 ')f4 1%4 1314 19(4 1% 1.47 1', 1;1 lii /� 1% 1'N4 131 1.79 A. B,C: 1+ 1.53 1.58 center to end of pipe 1 '3(4 '3(4 1� 1�4 iSf4 1 (4 1.38 . % t+f4 t 3� 1 s4 D,E. F: i+1 %t 'N4 '1f� 1% 13(� 1% 1'14 1.2' 1.30 center to face of fitting 1% 134 1%4 1.73 1 "f4 '314 1'4 1!6 1X 1'N4 1.49 . .. . % I IN 1354 13fi 1.27 1'� 1'4 1', 1'4 1�� 1!14 1% 1.84 1'!G 1.38 ... . 13f4 13{6 191 1.00 1 / 1% 1 1 ii '3(4 1'114 1+IG 1% 1.49 pf-21 Grinnell coat Iron threaded, (class 1,e01 wgt(approz) tees, coned ( A 8 cI D E F )ach,Ib. size,In. in. In. in. In. in. In. black galy, 1 1, 2.44 reducing tee 1 1 1 1 13 1'/, 113(, 2.13 2.17 fig. 3591'/, ; '/6 % 1% 1%, t;, 1; 1.95 .... 1% 1�(1 141 1 1'X1 1.84 ... . 1% 1)(1 1'11 1% 11)(1 2.50 .... 1% 13„ 1% 1% 113(1 13/, 1% 2.28 .... 1'/ 1 1 %, 1', 1% 13(1 1')(1 1.97 2.05 L '3(1 1% 1%�, 1'f, 1 Y� 1.79 Y1, % '3(1 '3(1 1 11 11 1311 1'Jf1 1.67 1.73_ 1%2 ois 1% 1)(1 113(1 1')(1 113(1 2.29 1% 1)(1 1% 1% 1+%f1 1'3(1 1% 2.08 1 1 1 '351 1% 1% 1 1'3{1 1.72 ... . Y4 % '3(1 1% 1'i 1 y 13. 1.10 .... '3(1 % 1% 1% 1.75 .... 1%, 13(1 1% 13(1 1'3(1 1 1'3(1 2.18 ... .+ 1 V, 1)(1 1% 1)(1 1W, 113(1 1'3(1 1.14 .... 1Y, 1', 11)(1 1% 1r1.93 . ... 1% 1'// 11 1'// 1)(1 1% 1% 1'3{1 2.29 . .. 1% 1 1! 1% 1% 1)(1 1 f e 1'3(1 11)(1 2.07 ... . 1 1 1%i 1', 1 1')(1 1'3(1 1 Y1� 1.84 . .. . ti 1%: 13(1 13(1 1%', 2 2 2% 3.59 3.74 1 : 13(1 13(1 1 X11 1% 1% 2X, 3.38 . .. . _LA +'a _ 2 1 1 x, 1!(1 1'f, 1� 13� 2 3.05 3.14 �4 76 % 1Tf1 11f, 1%, 1'3(1 2.86 T '3(, '3(1 L'u► 2.74 2.81 2 2', 2% 2% 3.70 1% 13(1 13(1 1;i 2 1'3(, 2% 3.24 9.:15 1% 1'N 2)(, 2.98 .... , 1% 134 2 2.88 ... . A, 8, C: !/A1%1'1S�I Iii 1'3(1 2.46 center to and of pipe % '3(, '3(, 111 t 'f, 1% 2.34 2.38 D. E. F• 2 2 1% 14, 15(1 2'// 23f, 2% 3.71 ... . center to face of fitting 11/, 1)(, 1'// I 2 1% 2'r, 3.13 ... . V14+ 1 1/ 1)(, 1% 1'(1 1% 1 Y4 2N1 2.50 . .. . 1 1!�, 1 1')(�1 1% 1% 2 2.73 ... . i % ii 111 15(1 1% 1 11(, 2.50 . .. '/. 1'h e 1 1 t/,a 13. 16/6 2 2.48 .. . . 2 12/16 1'A6 19/16 2% 2 21h 3.48 .. .. 1 1 '/i 11/2 2 t+)he 2116 285 .... 11/. 12/12 'A 1'/2 11/6 1�/i 2'/12 2.94 1 1'/4 1Y,e 1Y,e 1�'. 1% 2 2.70 .... 2 /y12 1 r/te 12/,a 2'/1 Ily,6 21/1 3.31 .... % 1'/2 121+2 16/12 1'/2 2 t 11'/,2 2?e 3.40 .... 11% 2'/12 2.50 2 12/,2 1'Ar 1%. 21/. 1'/e 21,1, 3.30 1/2 1 yt 1�,a 1212 11/2 2 1''y1 a 2'/e 2.95 - 11/2 1'h 1'/a 1'/2 12/,2 21/6 21/e 2 3.23 ... . 1'/2 1'/, 1'/: 1'/,e 1 V'a 2'/e 2'/,e 2 3.07 . . . . 11/2 1 2 1'/: 1'/,e 12/+2 2'/e 2 2 2.91 . . . . 1'11 I% 1'/,6 1'1,6 12/,6 2'/,e 2'114 1'/4 2.81 . .. 1'/. 1 1'/12 1'/,e it/,e 2%, 2 1'/e 266 1 1 lthe 1'/,6 12114 2'/,e 2 1?% 2.70 2 15(, 1% 1% 23(, 2.'(, 2% 5.88 6.02 1'i 13(1 13(1 1'3(1 23(1 23(1 2%, 5.14 ... . 1'" 13(1 1351 13a 2)(1 2)(, 234 4.83 1% 1'3(, t IN, Of', 4.48 I% 13: 1111 2', 4.29 . .. . IN 1'?f, 1')(6 2)(1 4.00 2%2 21 j 1"Se 134 1'3(1 21)(, 2)(, 21)(1 8.00 2 t'„ 1% 1'1 2'1, 2% 2S(, 5.17 1'i 11, IN, 113(, 23(, 2 2%, 4.42 . . . . 2 1', 1',, 131, 13/ 2)(, 1Je 2% 4.26 1 1 J(/ 134 113(, 131 2% 3.92 % 1 13/ 1)(1 2% 362 1'3(, V/2 23(1 3.57 pf-22 Grinnell cast Iron threaded, (class 125) pressure ratings, psi saturated steam: 125 ( liquid &gas at 1500 F. 175 wgt(approx) t663r cont'd A B C D E F each,Ib. _ size,In. In. in. In. In. In. in. black I got 1. reducing tee 2111 114, 1'1(, 19(, 294, 2% 2% 5.82 . . . . fig. 359 1% 2 13(, 1111 1% 2!�, 21,11 2% 4.85 1% 1)(, 13(, 11% 23(, 11)(6 2!�, 4.23 2% 196 1% 1'3f, 2% 231 21%, 5.40 .... 1 4 2 1% 1'/' 1% 2X, 2!-j 2% 4.96 .... 2% 1% 13f, 13(, 11% 23(, 1'3(, 21ti6 4.26 .... 2111 113{, 13 113(, 21,14 2% 21% 5.38 1 2 17f, 1if, 1%j 23(, 2!j 2% 503 V/1 19(, 1% 11)(, 2% 2311 Vf, 5.10 1N(� 1')(1 2% 2�i 2'1f1 5.20 2 1% 114 1,e 2N, s'% 2% 5.2) .... 2 2 1,, 1,, 12f, 214 2% 2% 5.17 5.38 2 1% 1311 1'3f, 1if, 2% 2% 21f, 5.48 .. .. 2 1% 212 1,, 134 1!f, 2% 231 Vf, 4.54 2 1 1% 113( 1%, 2%, 2.14 2% 4.88 . . .. 1% 11; 11% 1'3(, 13(, 2,1f, 2% 23f, 4.15 21,1 1% 1,, 2% 24f, 24(4 33(, 8.92 8.96 2 17f, 1 if, 2)(, �;16 2!f6 21% 7.*1 7.83 1% 1, 13% 23f, 23(, 21(1 2'tf, 7.10 7.27 3 1Y4 114 1y 2%, 23(, 23b 2% 8.75 . _ 1 1 1 2%, 2Y, 2X, 2% 6.27 6.54 A e '/4 '3(, 1)(, 2'/, 1.11 1% 2'� 8.08 6.17 c� % '�(, 1N, 2Y, 1'% 1% 2% 8.08 6.17 r 3 2111 2% 2!11 31e 33(, 3!11 9.13 .... 21,1, 1% 113(' 2% 213(, 2111, 3!�, 7.88 2 13{, 1% 2% 2% 23j, 2'1(, 6.81 . 21y 11/2 1311 13(, 2% 23f, 2!f, 2''Y, 8.23 6.33 1!/4 1%11 13(, 2111 23(, 2% 2% 5.92 .... A. B,C: 1 1 '3f, 21/ 2!41 1'3(, 2% 5.51 center to end of pip.q 3 311 11f$ 1 2% 23(, 1'3(1 2% 5.93 .... D. E. F: center to face o.'Ming 3 2311 2)(, 2!/, 3111 2'31', 3!,j 8.79 . . . . 23', 17/6 1'3(, 2311 2'3f, 2% 31f, 7.10 .. . 2 2 1�, 1�, 21f, 2% 2'11 2'3(1 729 v/2 1% 112 23f, 2% 2)f, 2'3(, 6.83 3 2!11 23(, 2% 3111 2'3(, Xi 8.13 .... 1',1 2!/j 1?j 1% 21-9 2'3(, 2% 3lf6 7.67 .... 1111 2't 1 ,2� 2j 31 23(1 4111 v 48 2„ 2W, 2.f/ 3% 7.69 3 2!11 2% 2111 3% 21 f, 3!11 8.30 .... 1 21, 1311 2 2!11 213(, 2 3'{, 8.03 sj 3 2311 214 2111 31,i 21 f/ 3!.11 8.25 . . . . 3 234 2'/4 3!11 2111, 3111 7.80 2111 23,j 231 2% 1%, 3%6 3.'<,, 211(1 8.09 8.35 234 2 2111 23<, 1% 31(, 211(, 2'3(, 7.35 .... 2% 1!11 21j 23(, 1% 3% 2% 213f, 7.99 .. .. 2!2 11, 3 2!1 i3f, 3'f, 2'§', 2'3(1 7.73 . ... 21,; 1 21% 1111 1'4 3!f, 2'3(, 213(, 8.03 .... 2 2 23(, N 1;1 2% 2111 2!/2 7.87 .... "r - 3 23(, 23f, 234 3,% 33(, 32, 12.00 211 11'�' 1'i�, 2%, 2% 27, 331, 10.95 2 15/0 11 2% 21112111 33f, 9.94 . .. . 31/2 3'i 11, 1'.4 1 i 2'1 2'1 2311 3'•f, 6.8 114 1'11 115 2,11 2% 211 3 8.63 . . . I 1 1 X4 1!4 211 2'j 21 j 211(1 8.60 pf-23 Grinnell cast Iron threaded, (class 125) wgt(.pprox) t989, cont'd AB C I 0 E IF each,ib. size,In. in. in. in. In. in. in. black galy. reducing tee 3'j 2:f, 21; 24, W' 3.tf, 31i, 13.95 .... fig. 359 3 2'f, 2%, 2% 33f6 3'.j 33, 11.33 . 2i, 1'35, 1% 2% 2?' 211f, 3% 10.00 .... 3 2 11 11<, 24, 23. 2% 3,1 8.66 ... . 13; 1%, 1 y V(, 21/s 2>6 3�• 8.33 1', 1'/, 1% 211 2 23f, 3 7.79 --- 1 13f6 1 21/, 2%, 2',f, 211f, 7.74 31•I 2%, 2% 24, 33f, 33(6 3 i• 12.56 31, V, 21y 1'3(, 111f, 23/s 2% 213(, 331, 10.69 2 1,, 1lf• 2% 2% 2%6 3)f, 9.88 -- t t 2% 3% 3)f, 3% 12.93 2 31 23f6 2% 23,1 33f• 3Yi 34, 12.75 31, 2!f• 2%, Vf6 3tfr 33f, 34, 12.78 1 ' 3 2% 2!, 24 3% 3% 3j, 12.56 311-j 2'16 211s 2% 34, 3 34, 126-, .. . . 1 ' 3 2.% 21, 2'/ 3)(, 3Y, 3%, 12.54 3 3 2'4 2,.i 23f6 3% 31,y 3316 11.10 . ... 3 211 2% 2 Y 2)(, 3% 33t, 331, 11.93 o-r a 3 11h 31, 2% 2'lle 2)(, 3% 311f, 3tf, 1252 2% 2% 1IN, 33f, 33f6 2% 9.19 . . . . 3 2% 20% 211& 3' 334 33. 18.11 3 21/ 211 211 31, 3!'. 31' 14.12 14.69 21 2 2 21, 21516 213f6 3%, 12.85 12.96 2 1' 6 3(1' , 23, 2111, 211f, 31 i 11.63 11.73 4 1'' 11f, i'f, 211f, 271, V1, z36 10.75 11.18 25, 2.{, 21, 10.38 10.54 1�{, 33f, A. B.C: 13(, 2', 231, 2116 3N6 10.40 10.81 center to end of pipe ; 13, 111 2"1, 23f6 231, 33{6 10.58 0, E. F: v 2 n 21+ 3?/4 3'S center to face of fitting 4 , f6 31's 2'i 2% 21% 311 311, 31,46 14.38 . . . . 3 2% 23f, 2'!f, 31i 3'i 31i 14.F33 21, 2 1'1f, Vii 3 27j 31f6 11.34 3!•1 2 1% 1 I 2: 2116 25/6 31, 10.30 . . . . 11, 1�, 1% 211.6 2% Vs 31, 10.1.19 . . . . 2�, 2!j 33i, 9.55 4 1 1�, 1141 214 j 2L6 2% 3 • 9.90 4 2% 21% 231 31/, 3% 3% 15.04 3,A1 2''1 21, 21% I 31 i 3% 31'.6 14.74 3 2'j 2!j 211f, 311 31 i 31, 12.50 . . . . 3 2!y 1 jj Vi 21J 21h6 2',N1 31;, 11.25 . . . 2 1'1f, I 1'4 2114 21% y!f6 317 10.21 10.67 131 1116 Vi, 2116 2116 21j 31, iv.30 t% 1t(, i1f6 23i 23(, 2% 316 9 70 2.11 7j 2� 2�6 2,56 31ii f� 1 0 21, 1'%, 1"i, 2 5 6 21 Sj 211(, 3% 11.78 2 211 21k, 2% 31% 11.60 - 4 21J 21, 21/ 31.j 3'i 9�4 13.19 2 3 2% 2% 2'A, 31; 3'' 31i 13.44 21 1 1,� 1 t, 23.E I 2116 2116 R, 11.60 2 1135• 1 2% 2"5, 2% 31 i 11.34 -I 1,A Grinnell cast Iron threaded, class 125 { saturated s at 125 pressure ratings. psi ( liquid 8 gas at 15C` F: 175 (approx) A I B D I D E I F L each,Ib.wgt tees, conr'd I size,in. in in. I in. in. in. in. black reducing lee 11 4 21, 2% I 2!e 31• 3', 1 33. 13.47 fig. 359 1,� 4 4 2% 2 334 312 3?; 14.35 4 , 21 3': 13.52 1 4 2% e(1 2.� 3.i 3 , �, 4 2i; 3 2�e ? : 317 3?: 13.20 • _ 3' 3 , 21116 2,f6 2,r31111 3' 14 25 3 21116 21311 21 3";• 3"t, 31, 15.23 3 15.27 � 3,3 2,2 21116 ter 212 3''1, I 3"�, 3', 2'1 , 23, 21, 31'16 3111 31, 1581 3 2 4 21116 21 a 3"i• 3"11 3 7 1280 2 ie . . .. + 3 2', 211 6 2131/ 21 a 3f111 311 a 31 2 13 34 2 2 2 ' 2', 2% r tt 3 116 3'i 14.03 21 21 3 3 2/,► 311, 3"ti, 3 2 16.07 - — 4 21316 21",6 33i 4 4 43, 23.83 31, 21 If, 21 3% 4 4 43 a 24.17 3 211, ?•1, 31/4 313 312 414 2000. 2' 2!ts 2!f• 336 3% 3111 414 18.84 5 2 3 116 % 3,16 2% 2'113 416 17,43 17.84 1! 1e16 Iii 3316 21!16 21116 4 16.21 —� 11, 1716 1116 3!i 2'13 lei• `1s1e 15.75 1 111• 1?Se 3!4 2'16 2'„ 3'114 15.78 16.31 T 336 311& 412 416 411 26.33 c _ 4 216 21: 33j 4 31, 43, 20.58 3 211, 2!,e 31, 3t 1 31, 4!i 24 05 4 2' , 2 3111 3111 1116 414 21.81 . . . 1 1 s 15.42 2 134 1?� 3.11 2 2i, 2 1• 4 1 g 1'4 1T(6 111, 3'e 2111, Vit 4 14.33 �_ -- t 211 311 4 314 41, 22.76 313 3 211, 2!4 3'i 311 311 41. 2122 A, B.C: renter to end of pipe 4 211, 213, 316 4 314 430 23.53 D. E. F: 3 31� 2'i, 2'(, 311133, 31, 43, 20.91 center to lace of fitcicg 217 5 3'16 316 331, 411, 41 41, 22.12 — 2 5 326 3'1, '311 41, 414 41, 22.41 1!, 5 311& 4'i 41, 412 23.55 — - 4 4 Vii We 21311 416 416 4 20.88 4 31, 3'e 315, 2121, 43, 4?, 4 20.57 .. . . 4 3 316 311, 2% 41a 416 4 2066 . . . . 4 21; 5 336 31, 21216 411, 416 4 22.37 3' 31, 331, 3'1', 2eir 41,1, 4116 314 19.66 .. • . 312 3 3216 321., 264 4% 4116 3�a 20.28 .. .. 3 3 311 3111 21(6 41.11 411, 3.• 20.25 5 336 326 313', 4se 412 5 37.00 4 2' 2.'y 37e 4!h 4!11 41116 32,44 33.74 31, '•1� 21. 3% 4111 4!11 41st& 33.54 3 276 21, 3111, 3'1"1 3',& 411,6 27.46 28 56 fi 6 21, 2 2 311- 3'. 3'4 434 25 67 27.00 2 1t31• 11L& 3', 3 3 41, 24 65 1' 136 126 are 214 21, 4'2 22. 53 1,2 3111& Zee 21& 4/13 22.36 1 4 1316 1�i, Ve 21e 210 4116 22.69 of-25 Grinnell cast iron threaded, (class 125) wpt(approx) teeS, cont'd A I s c 0 E F each,Ib. size,In. In. in. in. in. In. in. black pale. reducing tee 6 3,''► 3111f► 3% 5'i 51, 51'i 43.31 .... fig. 359 5 3N 31{► 39f► 4% 41/, 5 32.00 .... 4 2',i 21% 3% 4!4 4 4% 28.20 .... 5 3 2% 21f, 31K► 3% 3% 41% 30.34 .... 22 2!f6 311% 31, 33f► 4% 22.88 .... 2 11N6 1!/ 3% 3 3 4% 23.48 .... 11/1 11% 3% 21% 234 2 .f4 ► 25.44 .... 1% 1% 1%, 3% 25,, %r ' 8 3% 3% 3% 5% 41%, 51i 34.22 4 4 2% Vt4 3% 4!�► 4 41,k, 30.00 3 23(► 2!, 31, 3% 3N► 41% 31.75 8 _ 3% 6 3?i 3% 3% 5% 4'%6 5',:i 35.31 .... 8 3% 4 3% 5'/4 41i{► 5 33.72 .... 5 31, 3% 3% 4% 4% 5 35.00 ;... 3 4 ?.Ix, 3 3% 41f► 4 41,1, 32.25 3 2?, 2% 31){► 3% 31f► 44f► 35.23 ... . 2!/, 6 31,, 31% 3% 51, 4114 5+11 34.57 .... A _a 2+ 6 3', 4 3V 5', 411f► 5'; 35.21 C I 1!/' 6 31,, 4�, 3% 514 4% 51 34.67 .. . . __ ql tai g 3% 4!f► 3% 5!� Cf, 5'i 36.29 5 5 313f, 31% 31/, 5 5 45% 32.91 .. .. 5 4 313f► 3N 3% 5 5 45/9 33.51 .• .. 5 31j 3'?(► 4 31% 5 5 4`-;e 29.28 A, 13. C: 5 3 6 3' ► 4�► 3?, 5 5 45e 31.13 . . . . center to end of pipe 28.38 4 4 3% 3% 23e 4 5f► 4 he 4 ,e D, ". F: center to lace of filling 6 4% 4?/15 51, 5% 8?, 66.22 .. . . 5 Of, 431ie 515► 5% 5'f� 611 67.81 4 3!.i 314 51, 4!•i 41i e'i 53.62 8 3!.1 3!i 31/e 5% 41'i 4', 8','i 54.21 3 33 318 51, 41', 4!i 81i 54.97 2!/2 2+{► 25',6 54► 31% 31% g 45.23 ... 2 2% 2'1,e 511 3%, 3% Vi 44.49 8 8 5;(, 5'a 5;f► 6% 6'f► 6% 11.50 . .. 8 4;(► 43, 51i 5% 5% e'.i 73.72 . . . 6 5 4;(► Of, 53f6 5%, 5N6 8?, 76.60 . . . . i 5 43f► 4% 5)f► 5% 5% 6?, 77.58 4 8 53;► 5!, 5?f► 8!f► 6!f► 6% 87.00 2 B 53f► 5?, 5h, e'6 8'f► 691" 64 00 8 T558 5!i 5!i 41f► 6'i6?i 5% 58.05 6 5'i 53(� 4?f► 8'► 8? 5'f► 85.795 5% 53f► 4N 63i 8?i 5% 67.92 . . . . pf-29 Grinnell cast Iron threaded, (clads 125) pressure ratings, psi I saturated steam: 125 1 liquid d gas at 1301 F- 175 r' wpt(appros) dosses A,9 C.D E.F a,H each,Ib. size,in. in. In. in. In. black 1/2 y+e vie 'Y's 'FY's 2.30 y straight cross � ')(e '3(e 11,41" 1X6 1.03 fig. 360 , '- 1 the '�6 1.59 1141 1% 1% 1Y4 1?i 2.42 1% 13(, 13(, 1'1f6 1'3f, 3.21 _ 2 1% 194 21' 2'.i 5.08 1 21; 1'3fe 113(, 2'1(e , 2'1f 8.07 '- 3 2)f, 211(, 3'/8 3% 11.84 4 231 2% 31% 3% 19.83 A,B.C,D center to end of pipe 5 33f, 3316 4'i 4% 31.18 E.F,G,H:center to face of fitting 6 3711 Xi 5', 5!; 47.67 Ie41(aPProx) reducing cross A 0 C D E,F p,H each,Ib. fig. 361 size,In. In. In. In. in. In, in. black 1 1 si !4 '3f, "Xe '>te "tis 1)4 1h, 1 V4 1% 1 1 1)f6 )f6 1' 1' 1 r{e 171f, 2.04 11/ 1% 1!. 1�i 13% f 16ii 1')(, 1% 3.95 Iii 1 1',i 1% 1?(e 1 he 113(, 11, 3.90 116 1!4 1!ij 1'3f, 2.51 Ali 1'/. 1 1 1 1 1% 1!. 1!i t'3(, 2.87 2.74 1!i 1% 1% 11% 1?f, 1?f, 2 2!. 4.08 c— F 2 1',i 1% 1% 1!4 11f, 1?f, 1 2 4.00 2 1 1 1if, IN, 1'f, 1?f, 1)j 2 3.22 t N Iii 1:4 ofe 1% 1/i Ili Iii 2'6 4.18 1'/. 1 1!i Ihil 1?i I% try 21l 4.25 1 1 1�, 1% 1�, 1%, 131 2 3.57 A�"s_ _0 2 2 1% 1% 11616 1$6 2?fe 2% 8.82 11o: Il/3 1% 1!/4k 1% 1 N 23(6 2'f 6 5.68 1!i 1% 11% 1'. 1')f, 1 t6fe 211(6 2'f, 5.56 7'1 1 i 1'. Its 1!4 116(6 1'11fe 246 2% 5.26 A. B, C, D: 1% 1 of, 1116 1% 1')(6 21f, 2?S 5.39 center to end of pipe 1 1 1 1 1'3f, 1'Y, 1'7fe 23f, 5.08 21 2 2 1% IN 1% 1l4 2.1f, 211(6 7.23 E. F. G, H: 1% 1% 1!i life 1% 1N 23(, 2% 8.13 center to face of fitting 2 1 i 1', 1 14, 1'11(6 1'316 2% 2);D 5.88 . 116 1316 1'11(6 1')(e 2% 2N 5.88 1 1 1 1!(, 1'11(, 1'11(, 1'11(, 23f, 5.11 I& U6 1 11% 2)f, 2 , 8.51 1/ 1„ i,, 111{, 1111, 16f, 2i;. 2,, 8.01 a. -- 214 2!g 1% 1?8 2111; 23(1 2% 31f, 9.96 2 2 is, 1}j 21f 23i, 2!i, 2% 8.85 2 1!, 1". 1% 2'f, 2 2% 2'3(, 9.25 1:i1!: t?y 1% 2% 211(6 2)16 2111(, 7.91 Reducing Crosses 3 1116 1'� 131 1% 2li6 23fe 2% 2% 7.92 are read thus: 1;; 1', 1'f6 of, 21, 2'ft 2?f, 26. 7.21 Ili 1 +'6 1)(6 2'i 2'j 23f, 2% 7.25 2 1 1 11f, 111{6 2% 2' 21fe 24f, 8.70 3—�— V 3 2'i 2 1'Ne 1% 2)f, 2116 %&23NA 2,� 11.22 2 2 1% 1'1(6 21/1 2/i 2% 2i% 9.62 11i 2 1.'a 1?i 1'16 2% 2% 21f6 213(6 9.81 2 1'i 13i 1115 2'/, 211(6 21116 2'616 10.03 3 x 2!i x 2 x 1', 2 ' 112 112 1)(' 1�e 2111; 211(6 2}(e 2166 8.37 11i 1, 211 21, 2716 21', 7.87 t 1% 11.4 2'a 2',a 2111 21!{6 7.47 3 3 21116 2)f, 2% 2?6 3){6 3?f, 63.69 2 2 19i 111 V 2!i 2% 3)fe 11.00 �. 1!1 i:i 1', 1?fi 2'„ 2% 2)j 31(, 9.75 ' 3 ' 1?7i2'le 216 2)11 3!fe u.00 234 231; 2/4 3 9.O9 2% 236 2% 3 9.28 S Grinnell cast iron threaded, (class 125) wgt(approx) crosses, cOnt'd A B C I D E,F G,H each,Ib. Size,In. In. In In, In. In. black reducing crOSS 21/2 2101 1116 1'e/,e 2"n 296 2"0 3"'e 13.07 fig. 361 21/2 2 1'/e 1'91 a Vis Vo 2'4 35r'e 1300 747 3 2 11,2 1% 1"/" 21/2 291% 2% 33',e 11.88 11/2 1!'2 iii 11/,e 211% 21/4 2 I 3''% 1028 1'.'. 1'01 11/4 15/ta 2% 2% 2". 3 9.78 3!'2 31/2 2'he 2"6e 234 2% 334 334 21.44 3 3 23/ 11 ,0 23/,6 2" , 2"/14 3'/4 3% 15.51 2117 2"7 2 2 21'/16 2"114 215/,6 39/% 14.07 2'12 2 170 1'/e 2'1/is 21% 216/is 30/is14.88 4 2'/2 1V2 9 2 214 V/14 219/,6 30116 14.38 2 1'/2 1 v is 216 to 22/e 21,/4 3'A 12.56 1112 1!'2 134 IN 211/% 211116 21114 301% 11.82 N 11/, 1114 1'/. 1';, 2111% 21111, 26/% 31h4 10.75 0 1 1 11,1. 1'. 214 2114 26114 36/% 11_09 A —• C O 2101 21A 11/0 1'9/16 2"I% 211014 2'6/,e 39/,e 14.75 _-� 3'/a 2 2 151 1"016 2"/% 219/% 211/% 3'/a 13.00 1101 1114 1'/ 16/,6 2"/14 V/lie 291% 39he 11.47 A. R,^ m: 2 2 1% 1"/,e 2i3/14 2161% 211h4 314 13.50 center to end of pipe 3 11/2 1'/2 134 17/1e 2"/% 2% 2'lu 36014 13.50 E. F. G,H: -- -- -- center to lace of titling 3 3 29/% 29he 396e 36/% 3112 49/„ 22.91 2 2 13/4 13/4 31/,e 3166 2'S .e 41A 18.25 5 11,2 1''2 172 114 3% 3% 2"1„ 4 18.63 1!; t'.v 1112 11/, 3% 3% 211016 417.03 5 1'; 1'. tv0 1% 391 ie 391ie 291% 35118 16.25 4 21/2 2 2 2", 361,, 30',a 33116 414 22.47 1'/2 1'/2 1'/: 1% 3% :91 2"/,e 4 18.81 Reducing Crosses are read thus 5 5 iii 3% 3f36% 3i3'1, 491 5 3925 4 4 2'31,6 Vile 378 316 416% 4t66e 3340 6 2'4 21,12 2 2 376 3'A 314 414 26,44 2 2 2 1?'i 13A 316/% 3''/% 3168 45/6 25 3A 6 1V4 1'4 1% 1% 3t Its 313014 24 41 a 22.88 1, 3 3 29he 2% 314 31A 39/is 4i3h4 32.98 5 2 21314 11301% 3t6/,e ate % 3 4% 28.44 3 x 2',1 x 2 x 11,; 1112 1112 116 19/te 314 314 23A 414 25.75 6 6 4o/,e 43116 51/6 5116 i Solis 6I'm 7144 8 5 5 46/16 I 43he 531,4 51/,e 59/,e 631 80.44 4 4 3114 3114 The 516, 41/2 611e 55.56 �r pf-28 tttttttttttttttt/ Grinnell i. cast Iron threaded, (class 125) saturated steam: 125 pressure ratings, psi liquid 8 gas at 150°F: 175 ' 1' I i i weight(approx) lateral A a C p each,ib. size,in. In. In, in. in. black fig. 373 % 54 1% 4 21% 1.00 I 1 Ks 2f{e % 21/4 1.62 I% 'rfi 2?s 1 31% 2.63 11/ 3)(e 11{e 31h, 3.57 2 •{e 34fe 114 4% 5.75 C r 6.99 0 3 '3{e 53(e 1 Y4 8ii 13.54 A.B:end of pipe 4 1'(e 8!{e 21,i 7% 21.30 C.0:center to face of fitting return bends close pattern, r.h. weight(approx) fig. center to center,In. each Ib.,black 375 - $ize,in. close fig.375 open fig.375 close op,.r Y4 1% 1% 1.10 .98 I 1 121,y 1.71 1.48 1 2',i 3 2.39 2.41 open, pattern: fig. 376 12!S 31y 3.46 333 2% • •• 51,3 • 9.73 3 61"2 • 13.92 1 special wide pattern center to weight(approx)each,Its. fig 377 size,in. center,In, black galvanized 1 3 is • 1 4 2.20 • V/4 4 3.50 • 1"A 8 3.74 • 1!/, 8 4.95 • 2 6 7.12 • flange union gasket type no,of _ wgt(approx)each,Ib. fig. 487 size,in. I diem.of flanges,ti. bolts black gaiv. 2I.N 3 1.75 1.80 i ,, % 3 3 2*00 2.05 1 31% ' 3 2.25 - 2.30 1 1% 4% 4 4.75 4.85 11/2 4?j 4 5.00 5.10 2 5 4 6.50 6.65 2!; 5'; 4 8.50 8.85 3 fi' 4 11.00 11.20 AssPmbled with gaskets 31 i 6', 4 12.75 ?3.00 4 7'!{e 5 18.00 18.50 6 8'!{e 5 22.00 22.75 8 105; 8 30.00 31 00 • Not:stocked 8 112% 8 51.00 1 ^52.50 pf-Z8 Grinnell coupling across flats weight(approx)each,Ib. A S C size,In. In. In. In. black galvanized hex coupling1 11e/1e 111/19 1/,e .82 fig.366 VP weight(appros) vwlghl(approx) reducers A ST each,Ib. A 8 each,lb. size,In. In. In. black size,In. In. In. black concentric reducer % '/t % 1•/16 .4021/z 2 1 2" 2.98 3'•0 r/,e 11/r .63 11/, 3/, 2 3.10 119. 367 1 '(rp 11/1, 111/1, .54 21,1r 'y1e 2'�/,e 4.40 5-- 1 i°✓,e 2'/e 1.07 3 2 1'/,e 2u° 3.eB 1 Y4 r1i 1 2'/e — 1.U7 V4 'eh a 2'1/ 4 31 '/a 9,e I% 84 11/8 33/,e 7.83 21/• 1.45 3 1'/1e 3'ie 701 R A 1,/a 1 7t 1% 1.50 4 21/2 11y,e 3':e 7.78 ?/• /2 1%% 1.20 1.00 _ 2 1�/,e 2111 8.50 t }� _5 4 11/16 365 a 1048 A:end to end of pipe t1/• '/'/,e 21/s. 1.76 g 5 1,/•/e 15.53 B:face to face of fitting 2 1 3/4 2 1.83 4 1 3/,e C hex end % 2 2.00 8 8 ty4 311 1.90 29.10 A ST weight(appros)each,Ib. da in. In. In, bla^.k 1 galvanized eccentric reducer �� Y4 y' 1Y _,1 fig. 368 — ` 1i /e �'t 57 — -- ) • J` 1 111/,a 1.00 • '/4 /a 1�e 1.00 _ 1;4 "e 11/6 1.26 • 1 1.21 1'/t 1% 11,a 1 17 I/15 n} P1 1 93 • 2!16 i 67 2 1 146 21,1,, 1.886 Y/4 �4 1'°/�e _ 1.80 �i 2 95 • 2/1 1+� 2% 2.94 2'h �/ 2% 2,80 �•A- 1 ' 1�' 2','4 -- 2.74 21/, !V,° 2'v,6 4 CO •1' 23/4 4 61 1.18 3 1,,'r '9,e 21/14 ;1/. ��e 29'6 3.80 3.95 3Ishe 215,1, 804 • _J 21/1 1 211, SAI 2 11/,° 2% 523 5.08 A:end to end of pipe 3/' 1;r 1,yi° X16 530 S:face to face of fitting 31/1 11/, 3k,e 7 55 3 1,/16 31/e 7 64 211/ 1 1/s 31""e 7 26 4 21v,e 21�,° 891 i'/4 1y,e 211, 655 .... 1 11/16 2''i1 683 11 19 6 3'g 1'/,e 3° 10.94 5 1144 3 1 '° 3/4 it 38 211, 1'h 2 t1/ 314, 10.81 18.00 • 4 1'4 3/,° 15 36 • ° 14 81 6 ,vt ;/e° 31/°° 1466 4 21,p 17� 3Y4 1458 2 1'/4 — 9v,, 1560 l,/4 3+,j 28 04 • 5 28 14 6 6 1411, P. 1 T. Dimension 'B'does not conform 'o ANSI Standard • Not stocked n1.9f1 Grinnell cast Iron threaded:] 1 I bushings weight each,Ib. weight each,Ib. / else,In. black 'Jahr, elur,In. black pale_ hex bushing % .021' .022 fig, 383 , ', .038 .039• 2;f 2.56 2.01 .045 .047 02 2.42 2.48 1, .050 .053 J 1 C,1 2.32 2.38 .073• Ci% 2.54 2.84 I/s .060 .062 C1 2.65 2.75 ii .103 .105 -- i' % .119 .121.100 .105 3'i 2.50 2.58 090 .00 3 3.15 3.21 02;5 329 3.33 �/. .170 .174 4 02 3.11 3.24 .215 .220 CI!/1 3.44 3.5C 1 ❑ .188 .192 all,,, 3.54 3.60 ❑ � ,208 .216 C11 3.59 3.63 t .296 .302.388 .393 4 3.94. 4.10 Y4 71 ❑ %i .300 .305 3!i 4.00 4.30 ❑ If .290 .295 5 G3 4.83 4.93 0 .290 .300 C21; 4.87 5.06 t% .327 .334 C2 5.12 5.24 1 .500 .520 11y 0 .420 .500 5 I 524 5,45 G .470 500 C4 6.113 '/.it ❑ ;i ,470 .490 8 C3'1 7.13 7.40 C3 7.75 8.08 1!r .667 .680 02'i 7.72 7.78 1 V. .810 .830 C2 8.00 B.J2 01 .730 .750 2 ❑ .710 .750 - -- ❑ %t .770 .780 6 13.19 13.5 0 1f .750 .780 OS 13.85 14.0 6 O4 0 ;; 750 .800 I 13.93 15.0 2 920 .950 03"214 60 1 1.290 1,340 03 15.50 15 8 21� C31% 1.240 1.250 ❑1 1.160 1.230 8 I 220 ❑ I' 0 t 290 1.2 06 245 -` 10 CS Vs 1.83 1,86 04 275 2 190 1.94 ---- 01'S 1.79 1.83 10 325 33.0 3 ❑1!; 1.17 1.80 C8 370 • • • • Cl 1.90 1.92 12 40,S ❑ i 1.9" 1.95 05 d1 0 410 41.5 1.93 2.01 05 feefs bushing i %4 Mg 010• I's 345 350 fig.3851 ". .540 549 1 V4 .015• .pts• 2 1 _525 .535 3A .084 090 .020• .020• h .695 703' 3f .030• .030' 2 '815 .620 '/ T40• .040• 2 h 8"r 1' so .870 114 .935 960 %1 .055 .055 2"v 970 .... i N .085 .065 2 1330 1380 % .070 .070 3 1'h 1500 1560 1". 1 540 • 1 1. .085 .090 !; 120 .125 3„t 2"t 1760 2 2.100 1 .160 .165 • '4 .268 .273 3 1920 1960 .245 .250 4 21', 2.550 2.650 2 2.700 2 920 1i .145 .150 5 3 4.130 -- 11, t .339 .346 391 .398 4 5.820 6.050 x' 1 .320 .330 6 3 6.900 I • 2": 7.210 •Not stocked C Inside hex •MADE TO ORDER IF QUANTITIES WARRANT. Note. Hexagon head of octagon head bushings.size 21/r Inand smaller reducing one site may be mode either of malleable iron,ductile non,or steel Other sizes may be made either of cast Iron,ducule fon malleable Iron,or steel Face bushings,sizaa 21/1 In.an 1 smaller may be made either of rrslleabie Iron,ductile iron,or Steel.Face bushings,3 in.and larger reduclrll one size may be made tither of v,.urabie ran,ductile non,or steel.Face bushings,3 In.and largo redut mo two sites Or more.may be made elth it of ca,t or malleahle non ductile roil,or steel. of-31 Grinnell cast Iron threaded plugs weight(approx)each,Ib.(cored)fig.387 weight(approx)each,Ib.(solid)fig.388 size, in. black galvanized black galvanized sgaare head plugs Y, '' . • ' •' cored: fig. 387'■ .100 .104 .132 .135 .169 .175 1 .250 .281 .320 .333 1% .391 .407 531 .546- - solid: fig. 388 1!i .500 .515 .760 .770 2 .815 .833 1.230 1.250 2; 1.320 1.340 2.000 2.080 _ A'44=w 3 1.870 1.910 3.180 3.310 31/12 2.500 2.6000 4.380 0 4 1 4.000 4.000 bar plugs cored:fig.389_ solid:fig.380 countersunk:fig.390 cored: fig. 389 wgt(approx) wgt(approx) Wgt(approx) each, Ib. Poch, Ib. each,Ib. solid: fig. 380 sire. __ _ alta,In. black gaiv. black V. in. black gaiv. i .050 .053 4 3.82 3.97 5.68 • % .090 .100 1 .195 .203 5 6.50 6.83 9,60 • 1!/4 .320 .340 11/2 .470 .480 countersunk: fig. 3W% 2 .840 1.3 6 9.94 10.34 14.78 0 2i.', 1.400 2.0 3 2.250 3.0 8 20.26 21 oU • • 31 3.020 4 3.760 3.9 cap fig. 381 _ weight(approx) each, Ib. I size, In. black gaiv. 2!•j 2.55 3 - -- 4.10 4 8.40 5 10.70 5 14.20 14 50 8 27 23 26 15 locknut fig. 370 ,-- weight(approx) each, ib. size, in. black gaiv. �/ 2'' 1 13 1.15 3 1 60 1.70 4 3.50 3 55 floor flange fig. 1006 dist".of diam. weight(approx) diem.of diem. weight approx) each, Ib. bolt holes cored site, tis"ge, no. of of size, flange, no. of of _ In. In. holes holes black gaiv. in. in. holes holes block gale. % 2111, 4 ', .39 .40 1 4 4 '; 1.13 1.14 - h 3 I 4 14 .43 .45 1'; 4 4 !� I 1.14 1.15 !/ 3', 4 !; .73 7? 1 2 4', 4 1.55 1.56 �i 3'i 4 i/ .80 .81 2 5! 4 �{� I 2.40 I 2.43 • Not stocked •.'�. ', and 31-inch plugs furnished in steel. and ';-inch countersunk plugs furnished in malleable Iron. pt-32 h GRINNELL e GRUVLOK GRUVLOK FITTINGS FOR GROOVED END PIPE Flow Dati i .VV,,.F Frictional Resistance (Expressed as Equivalent Straight Pipe) r� Elbows _ Tee Nominal Pipe Pipe Wall 45' Branch Run Size 00 Thickness Gruvlok fittings are available through 24" Inches Inches Inches Feet Feet Feet Feet nominal pipe size in a variety of styles.These fittings are designed to provide minimum pressure drop and 1 1.315 0 133 1 7 0 9 4 4 1 7 uniform strength. 144 1 660 0.14 2.3 1 2 5 a 2 3 Depending on styles and size, Gruvlok fittings are - 115 2.7 1 3 6 7 2 - 7 provided In various materials Including malleable Iron, ith 1 900 0. _ ductile Iron, forged steel or segmentally welded 91991. 2 2.375 0 154 3.4 1.7 8 6 3 4� Pressure ratings of Gruvlok standard fittings conform 2112 2.875 0.203 4 1 21 10.3 4 1 !o those of Fig. 7001 Gruvlok couplings as shown on page 13. 3 OD 2.996 0 197 4.3 2.2 10 8 4 3 Material Specifications 3 3 500 0 216 5.1 2.6 12 8 5 1 Cast Fittings: 4 4.500 0.237 e.7 3.4 16 9 6 7 Ductile iron conforming to ASTM A-536 41/400 4.252 0 120 6.4 3 2 161 6 4 or - Malleable ircn conforming to ASTM A-47 5 5 563 0 258 8.4 4 2 21 0 11. Steel Fittings: 511400 5 236 0.246 80 4.0 e i Forged steel, conforming to ASTM A-'106, Gr. B 51h OD 5.500 0 240 8.3 4.2 20.9 8 3 For other metals contact Grinrdll B 8.825 0.200 10.1 S 1 25.3 -TOT- Segment 0 1Segment Welded Steel Fittings: 61/4 on 6.260 0.280 9 7 49 24.3 9 7 1-4" Carbon steel, Schedule 40, conforming to ASTM A-53, Type F 61h OD 8.500 1 0 280 10.0 5.0 24 9 100 5-6" Carbon steel, Schedule 40 conforming to a 8.625 0 322 13.3 6 7 33 3 13 3 ASTM A-53, Type E or S, Gr. B 8.12" Carbon steel, Schedule 30, conforming to to 10.750 0.365 18.7 8.4 418 16 7 ASTM A-53, Type E or S, Gr. B 14-24" Carb7n steel, 0.375 wall, conforming to 12 12.750 0 375 200 100 Soo 200 ASTM A-53, Type E or S, Gr.B 11 a 000 0 375 22.9 +3 8 84.2 22 9 Adapter Flanges: - 16 is 000 0.375 28.4 15 8 73.9 28 4 Class 125 - cast iron conforming to ANSI B-16.1 Class 150 - carbon steel conforming to ANSI B-16.5 to 18 000 0.375 31 1 18 7 87° 31.1 Class 300 - carbon steel conforming to ANDI B-16.5 - 20 20.000 0,375 34 8 209 97 3 1 34.9 Coatings: 24 24 000 0 375 40 24 2 it3 0 40 i Rust inhibiting feed-fr3e paint - Color: ORANGE (Stpndard) For the branch of lee that Ie eltner increased of reduced in size,use the value that is RED (Optional) corresponding to the branch adize. Hot-dipped zinc gaivani-ed (Optional). example for 8'x 8'x 3'tee,ft.nitinch value o'3'is 12 8 R.(3.9). For other coatings contact Grinnell. 21 For sires not listed interpolate fra•the values shown. GRINNELL•GPUVLOK ELBOWS :1g.7050 Fig.7051 Fig.7052 LAST) C to E CtoE CtoE -C to E C to E M 04- (WELD) Fig.7053 JLl '�• Mg.7050 90'Elbow' Fig.7051 45"Elbow Fig 7052 221W Elbow Fig.7053111/2"Elbow Fig.7050 LR Fig.7 51 LR Center Approx Center Approx Center Approx. Center Approx. 90'Long Radius Elbow' 45'Long Radius Elbow' Nominal To Weight To Weight To Weight To Weight Center Approx. Center Approx, Site End Each End Each End Each End Each To I Weight To Weight End Each End Each Inches Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. Inches lbs. 1 21/4 C 0.6 131- C 0.6 isle 0.5 1314 0.3 3'12 0.9 2112 0 7 11/4 2314 C 1.1 13/4 C 0.8 13/4 0.7 1Ye 0.5 3716 1.3 21h 1.0 1112 23/4 C 1.3 13/4 C 0.9 1314 7.8 1318 0.7 41/4 1.7 21h 1.2 2 374 C 1.6 2 C 1.5 1712 C 1.5 1311 0.9 4% C 2.5 23/4 1.7 2112 41/4 C 3.9 2112 C 3.5 2 1.9 11/2 1.5 5314 4.9 3 2 9 3 4 C 2.9 2112 C 2 1 2'14 C 3.2 1112 2.0 5712 C 6.5 3% 4.3 31h 4112 C 5.9 2314 C a.6 2112 4.0 1314 2.8 71/4 9.7 3112 5.3 4 5 C 7.2 3 C 8.1 2% C 5.3 13/4 3.3 7'h C 11 5 4 7.2 5 5'12 C 11.8 3'd C 8.5 2112 7.2 2 5.0 9112 209 5 12.2 6 6112 11.6 3112 C 11.7 3.110 C 8.2 2 $.5 11 29.1 5112 17 4 8 734 C 31.0 41/4 C 19.8 31/e C 17 8 .2 10.0 15 592 7114 34.0 10 9 t; 53.0 4314 C 34.1 43/4 30.0 2112 14.5 16 104 81/2 574 12 10 C 78.2 51/4 C 46.3 4712 40.4 21/4 18.7 21 -i 47 10 82.6 14 11 90,0 8 55.0 5 46.0 3112 32.1 24 184 8314 79 8 18 112 113.0 71/4 77.0 5 52.2 4 42.0 27 239 10 104.8 18 15'12 164;0 8 960 51/2 65.0 41/2 $3.2 30 29i 11.114 132 5 20 17'1. 203.0 9 120.0 8 Boo 5 85.7 33 361 12'12 164 0 24 20 284 0 11 176 0 7 112.0 8 98.0 39 I 547 15 237 0 C-Cast malleable or ductile iron,all others are segment welded steel. '14'•24'Standard Radius 90'8 45'Elbows and all Long Radius Elbows are available m forged steel Iabricaboris Center to end dimensions and weights c,ay differ from that shown in the chart Contact Grinnell for details t. 22 GRINNELL•GRUVLOK 7050-3D 7050-30 7057-3D 7051-3C 7058-30 7052-30 7053-30 Long Cg45' 30' 22,/2' 11 No minal Fitting Radius Sae 0 G. C to E Wgt.Each C t5 E Wgt Each CIO E Wgt Each C to E Wgt Each G to E Wgt Each C to E Wgt.Each Inches Inches Inches Lbs Inches Lbs Inches lbs. Inches Lbs Inches Inches uhes Inches Elbows 2 2775 1 1000 5.3 750 43 550 39 575 34 525 32 450 28 VYY�I 21.b 2875 1150 95 825 77 225 87 600 S8 550 53 115 46 I Fig. 70550 ,3D,5D,6D 3 3500 1300 140 925 110 775 95 BSO 80 575 73 500 52 Fig. v 311P 4000 1/S0 186 1000 144 aso 123 675 102 600 1 92 500 76 1 . Long radius elbows 4 4 500 1600 24 1 11 0 I8 5 900 15 7 7 25 128 5 so 1 11 4 5 25 9 3 3D, 5D and 6D in sizes 5 5 561 2000 40 9 13 75 31 3 11 25 25 5 900 21 8 600 19 4 6 S0 15 a up to and including 4" 6 6 625 24 00 63 7 18 SO 48 B 13 50 41 3 10 75 33 9 9 so 30 1 1 1s 24 5 are provided wit', 4" (101 6 mm) long inte a eels apo 1v a 22 ap 97 9 1e oo et 9 u so 6e o Iz 15 605 Io so 49 3 , gral targent. Remain- 10 10 Iso +0 00 228.4 27 25 173 4 22 50 146.9 t8 00 120 5 18 00 tot 2 1300 87 3 Ing sizes provided with 12 12 Iso 4800 332 1- 32 75 254 8 2100 215 9 21 15 177 0 19 25 157 S 15 so 126 J integral tangents with 14 14 poo 58 00 427 3 39.25 327 3 31 s0 221 3 25 25 227 3 222 50 202 3 1B 25 164 8 lengths equal to nomi- 16 16 000 64 00 560 1 43 75 429 0 3600 367 5 29 00 297 9 25 50 255 2 20 75 216 0 nal pipe size. IB to 000 72 00 710 7 49 25 544 4 40 50 161 3 32 Soso 378 1 26 75 336 L25 274 20 20 000 e0 00 879 3 54 75 573 5 45 00 540 1 36 00 157 8 32 00 416 339 2 24 24 00 98 00 1270 3 65 so 973; 53 754325 875 T JB t5 BOt 190 0 7050-5D 7050-50 7057-50 7051-50 7058-50 7052-50 7053-5D Nominal Fitting 90° 60. 45° 30' 221/2' 11 W Site 00 C to E Wgt.Each C to E Wgt Each C to E Wgt Each G to E Wgt Each Cto E Wgt Each C to E 'Ngi Each 2. Grooved or plain—end Inche! Inch^s Inches Lbs, Inches Lbs Inches Lbs Inches Lbs. Inches Inches Inches Inches available —specify choice on o.der. 2 2375 1400 72 975 56 825 48 675 40 600 36 1 500 30 2!h 2875 1650 133 1125 102 915 8.6 750 1 70 650 62 525 50 3. Material: standard wall 3 J 500 19 no 19.9 12 75 ISO 10 25 12 5 8 00 100 Too a 8 s so 6 3 steel pipe to ASTM 31h 4 000 21 50 269 14 25 20 0 11 25 16 5 8.75 13.0 7 so 11 3 5 75 8- t� A53, Grade. B. (Other d 4 300 24 00 35 4 15 50 26 U 12 SO 21 3 9 50 16 6 800 14 3 600 10 7 materials available on request). 5 5 563 3000 Boo 19 50 44 1 1s 50 36 1 11 75E43 10.00 24 1 7 50 18 2 8 6 625 36 00 93 5 23 25 68 6 ie 50 56 2 14 00 12 1'J 37 6 900 2B J 4. Bends to conform to 8 8 625 48 00 187 6 31 00 131 7 24 50 112 6 18 7s 879 1600 75 4 1200 56 a above radii. 10 10 750 60 03 332 4 39 00 244 1 30 75 1999 23 SO 155 8 20 00 133 7 IS 00 100 5 12 12 750 71 LO 488 4 46 75 3586 37 00 293' 28 00 228 9 24 00 196 4 18 00 147 a 5. 1 to E tolerances: 2" 11 1/000 94 00 627 4 S/50 460 7 43 00 377 3 32 7s 294 0 2800 252 3 21 00 189 8 through 6"± 1/8" (3,2 16 18.000 9600 i 822 2 R7 25 603 8 49 25 494 5 37 so 3es 3 32.00 330 7 24 00 248 8 mm); 8"through 16" x i/4" (6,4 mm); 18" 'e 18 000 108 or, 1043 4 TO 00 765 2 55 25L12 42 25 489 0 36 00 419 7 27 00 —315 7 through 24" + 3/8" (9,5 20 20 000 17,100 1290 9 77 75 947 9 81 s0 4675 805 0 4o o0 519 2 3000 390mm). 24 24 00 114 00 1884 8 9J 25 1369 J 73 75 58 25 873 9 48 00 150 1 35 75 584]^ 7050-6D 7050-60 7057-6D 7051-60 7058-60 7052-6D 7053-6D Nominal Fitttng 90' 60' 45° 30° 22V Site 00 C to E Wgt.Each C to E Wqt Each C to E Wgt Each C m E Wg Each C to E Wqt.Each C to E Wgi Each Inches Inches Inches lbs Inches Lbs Inches lbs Inches Lbs. Inches Inches Inches Inches 6. All weights are approx !mate, based on calcu- 2 2 315 16 00 6 2 11 00 6 3 900 5 3 7 25 1 4 3 6 50 3 9 5 25 3 2 lated weight of pipe. r, 2 815 1900 15 2 12 75 11 4 10 24 9 5 8 00 7 7 1 00 8 7 5 so 5 3 J 3500 2200 229 1450 170 150 140 8'5 110 150 95 575 73 311, 4.000 2500 311 1825 228 1275 188 975 144 825 123 51.10 32 1 —T Foo 28 00 41 1 1800 29 8 14 00 24 1 10 50 IBS 8 75 15 7 5 50 If 4 5 __!i7_163 35 00 59 6 22 25 s0 5 17 50 409 13 00 31 3 11 00 25 S $06, 19 4 B 6.825 42 OU 108 4 25 75 ?Be 21 00 63 7 1!=5 18 8 13 25 41 3 9 So 30 8 a 625 5600 217 5 35 75 157 7 28 00 1 127 8 21 00 97 9 17 0 1 82 9 12 7S i 60 5 0 10 150 7000 385 4 44 7!. 179 4 35 00 226 4 26 00 '73 1 22 00 148 9 1600 101 ' 12 12 750 84 00 588 2 S3 50 410 5 11 75 332 7 31 25 154 8 26 25 215 9 19 00 161 S 14 14 1100 96 00 727 4 62 50 527 3 IB 75 427 3 76 50 121 7 30'S 2'7 7 22 25 20':J 18 I Ohn 112 00 953 3 71 50 1 691 1 55 75 560 1 41 'S I 429^ 33 25 363 5 25 SO 211 2 40 78 000 12600 1209' 80 so 1 671 1 52 1 —710" 47 00 �--$41 4 J9 50 451 3 25 75 i36 5 20 20 000 140 00 1198 6 89 25 1085 t 89 7S879 3 S2 25 6 3 S N 00 S70 T ]t 75 418 3 24 21 00 168 b 2182 0 101 25 58i sS 83 75 1210 J 82 S0 9i3 0 52 31 624 4 38 25 B01 1 23 GRINNELL•GRLIVLOK TEES REDUCING TEES C to E R ducIng Too R ducing Tato Fig.7051 Fig.7064 Fig.7051 Fig,70641 Sid. wtTbd.Or. Sid. jt2d._Illr. Nominal Center Center Approx. Nominal Center Center Approx. Site To End To End Wt.Each Size To End To End Wt.Each Inches Inches Inches Lbs. Inches Inches Inches Lbs. MM 'TIM 4q. T7 nm nm t 111,C I0XI026 9 C 9 55.0 2x2xI 31/4 C 2'2x1'1 31/4 Y4 2.7 10x10x8 9 9 64.7 Fig.7060 Fig.7063 C C C Tee Tee with Threadid Branch 2';A2V:fx2 33/4 31/4 4.4 12xl2x3 10 10 84.9 Center Approx. Center to Center to '= Nominal to Weight Grooved Pireaded Approx, 3x3xI 41/4 41/4 7.0 12xl2x4 10 10 85.8 Size End Each End End Wt.Each 1:,3; 'C C Inches inches Lbs. Inches Inches Lbs. 3x3i I w 4% 41/4 53 12xl2x5 10 10 87,t1 if 1 21/4 C 1.0 2.1/4 2.1/4 0.9 3x3x2 41/4 C 5.5 12x12x6 10. 10. 88 3 11114 234 C 1.2 23/4 23/4 11.4 30x214 41/4 4% 5.8 12024 10 10 91.2 1112 244 C 2.0 23/4 234 1.7 4x4xl 33/4 33/4 7.0 12xl2x10 10 10 94.8 2 3114 C 2.9 31A 41/4 2.9 4x4x2 .4 5 10.2 14xl4x8 109.6 C ... . 11� 1 !1: 2112 41/4 C 1 5.6 3 3-1/4 4.7 40x2lif 5 -C 1:11? 14x14xl0 1-1 .11 113.5 3 4 C 5 7 41/4 .6 8.1 .4x4x3 5 C 5 11.4 141412 11 It 1165 31.1 41/2C 9,8 4112 4'/s 8.8 5x5x2 5'h 14.5 16xl6x8 12 12 135 4 5C 12.3 5 7114 13.5 5x5x3 5'Al. 5112 16.1 16x1ex10 12 12 139 5 51/2 C 17.7 .51/2q 514. 16..751h 17.9 16'16x12. . 142 Sx5x4 51/1 C C 5 61/1 c 2F 8 8112 6,12 25 6 - - 6x6x2. Ow C 8'1226.4 18x18xl0 151%'1 15112 204 3/4 a 7W4 C 391 7V4 7 45.0 3. �! 10 9 C 14 2 9 ; ..9 ?3.0 k6x6x2,/2 61h C 'A 26,5 18xl8xl2 151A 209 6x6x3 61/2 C 26.5 180804 151/2 211 12 10 C .1 10 10 90,0 14 11 lie 6x6x4 6'12 C ql/t 26.5 18xl8x16 15112f 1 8 12 146 Ex6x5 C C 28.0 20x2Uxl4 171A_ 18 151h 218 8x8x2 73A ?1A 37.5 20120x16 1 2.63 :'C 20 171/4 275 8x8x3 734 71/4 38.7 20x2Oxl8 172A 278 20 379 !8x8x4 PA C •73/4 50.0 24x24x8 20 20 334 8X8X5 7% IVA 41.0 242410 20 20 342 G-Cast Malleable or Ductile Iran,all others are Segment-Welded$tPel .1.'� :" 1° -96 3 -36 3 1 *3) I ;OC•: 8x8x6 73A 73A 54.0 242012 _20__:F0 349 °1196, 196 1 '1 7 t C i Fit r-25i-- 18 g20 24 10x1022 9 9 61.8 24x,4xl4 20 351 10004 2 2 63.0 24x24xl6 20 357 'Sf1,Q50xGj 2'_121 11:3 i "4 7 1101110xill 9 9 640 24x24x18 20 362 !H125011L 110XICX5 9 65 1 24'24x20 20 367 C-Cast Malleable of DLKble Iron,all others are Segment-Weldeu Steel 24 �1 ,RINNEL.L e(.,RUVLOK REDUCERS Eacelatric Reducer: Concentric Reducers Fig 7076 OR it THD* Fig.7073 OR x OR Fig.7097 OR:THO* Fig.7072ORxOR EtoE F ``,E EioE EtoE Et0E_ EtoE _ C II i � r :Mai (CAST) (WELD) �l�'(CAST) (WELD) (WELD, (WELD) Concentric Eccentric Concentric Eccentric Concentric Eccentric Nominal End to I Approx. End To Approx. (laminal End to Approx. End To Approx. Nominal End to Approx. End To Approx. Size Eno Wt.Each End Wt.Each Size End Wt.Each End Wt.Each Size Eno Wl.Each End Wt.Each Inches Inches Lbs. Itches Lbs. Inches Inches Lbs. inches lbs. Inches Inches Lbs. Inches Lbs. nm 1p. - q ;y .., -n1 -m ; 1'/2x1B'h 20 81h 2.0 60 4 .0 5.8 1112 17.0 16x10 14 70.0 2x1• 2'h C 1.2 9 2.5 6x5 A .0 8.0 11'h 17.0 18x12 14 70.0 _ _ 2x1'/4• 2'h C 1.3 9 2.5 8x4 5 •C 9.0 12 23.0 1604 14 70.0 -- _ i 2x1'/2' 2'h C 1.3 9 2.5 8x5 5 10.3 12 23.0 18x10 15 85.0 _ 2'/2x2 2'h C 1.6 914 4.0 8x6 5 C 10.6 12 24.0 18x12 15 850 3x2• 2'.h C 1.4 9'h 5.0 10x4 6 15.5 13 35.0 18x14 15 85.0 3x2'h' 2'h C 1.8 91"2 6.0� 10x8 6 17.0 13 36.0 1Bx16 15 85.0 3'/2x3 91h 7.5 9'h 7.5 10x8 6 25.0 13 370 20x12 20 125.0 4x1' 3 C 2.1 _ 12x8 7 25.0 14 480 20x14 20 1250 4x2' 3 C 2.4 10 7.0 12x8 7 38.0 14 49.0 20x18 20 125.0 4x2''/2' 3 C 2 6 10 8.0 12x10 7 38.0 14 520 1 20x18 20 1250 4x3' 3 C 3.2 10 8.0 14x6 13 60.0 _ _ 2404 20 150.0 431/1 3 C 3.6 10 9.0 14x8 13 80.0 _ _ 2406 20 150.0 5x4 3'h C 4.5 11 12.5 1400 13 80.0 _ _ 2408 20 150.0 6x2' 4 C 4.7 111/2 150 1412 13 60.0 _ _ 24x20 20 150.0 8x3' 4 C 5.a 11'h 15.0 F 14 10.0 'Denotes available sizes for Fig.7076 Concentric Reducer JGFI it THD(and Fig.7091 Eccentric Reducer IGR x THD) C-Cast Malleable or Ductile Iron,all others are Segment-Welded Steer SWAGED NIPPLES E to E _Fig.7077,7078,7079 Swaged Nipple Nominal End to Approx. Nominsl End to Approx. Nominal End to Approx. Nominal End to Appros. Size End Wt.Each Size End Wt.Each Size End M.Each Size End WL Each Inches Inches Lbs. Inches Inches Lbs. Inches Inches Lbs. Inches Inches lbs. Fig.7077 OR x OR 2x1 61h 2.0 3x 11d 8 5.0 4x2 9 8.0 6x1 12 190 -E 2x1'A 81h 2.0 3x 1'h 8 5.0 44% 9 8.0 8x1'/0 12 19.0 2016 81h 2.0 3x2 8 5.0 xx3 9 8.0 Bxt'9 12 19.0 - W 2'/2x1 7 3.5 3x2'./2 8 5.0 4x!'4 9 8,0 8x2 1219.0 Fig.7078 9R x THO 21hxt!A 7 3.5 3'Ax3 8 1.0 5x2 11 12.0 8x2'/2 12 190 t!1 E 2'hx V i 7 3.5 40 9 8.0 Sx2'h 1 t 12..0 6x3 12 19.0 2! x2 7 3.5 4x1!4 9 80 5x3 11 12.0 6x4 12 190 Evil I ,+ 3x I 8 5.0 4x 1'S 9 8.0 50' 11 12.0 6x5 12 19.0 Fig.7079 OR x BEV 25 A GRINNELL•GALJVLOK LATERALS REDUCING LATERALS Fig. 7069 Fig. 7070 C to LEV C to LE CtoLE C toSELE C to�SE Fig.7069 Fig.7070 Fig.7070 450 Lateral 450 Reducing lateral _ 450 Reducing lateral Nominal Center To Center To Approx. Nominal Center To Center To Approx. Nominal Center To Center To Approx. Size Lang End Short End Wt.Each Size Long End Short End Wt.Each Size Long End Short End Wt.Each Inches Inches Inches lbs. Inches Inches Inches lbs. Inches Inches Inches lbs. 04,nm 'r, 41 ri - •na mn ,n. mm mm to 74 -n -•, 1 5 21A 1.5 UM 8% 31h 9.8 12x12x10 23 7 188.0 53h 214 2.5 3041/1 816 31h 11.5 14x14x4 28'6 7% 173.0 1'h 61h 23h 3.5 4x4x2 101h 3x1+ 15;5 14x14x6 2616 71h 1850 2 1 2314 4.5 40414 101/2 31% 17.0 14x14x8 261/2 7'h 195.0 21h 7% 3 10.0 4x4x3 1019 33h 18.5 141410 261/2 7'h 223.0 3 8'h 316 11.0 5x5x2 121/2 4 22.5 14x14xl2 261/2 7% 240.0 31h 101 31h 14.0 5x5x3 12'6 4 26.5 16x16x6 .29 8 235.0 4 101/1 3rh 18.3 5x5x4 1216 4 30.5 16xi6x8 29 8 250.0 5 1216 4 30.0 6x6x2 14 41h 33,0 16x16x10 29 8 263.0 1� 14 414 46.6 6x8x3 14 411, 37.0 16x16x12 29 8 283.0 11 18. 6' 828 6x6x4 14 14'6 40.0 16xt6x14 29 8 307.0 10 2014 61h 126.5 6x6x5 14 0 450 18x18x6 32 81h 2750 12 23 7 165.0 8x8x4 18 6 59.6 18x18x6 32 8'h 308.0 14 261/2 71h 215.0 8x8x5 18 6 68.0 18x18x10 32 816 321.0 18 29 8 345.0 8x8x6 18 6 75.0 180802 32 816 333.0 18 32 8'6 425.0 1Ox10x4 201/1 6'h 83.0 18x18x14 32 81h 358.0 20 35 9 5170 1Ox10x5 20% 616 100.0 10x18x16 32 8'h 382.0 24 40 10 940.0 10x10x6 20'6 6'h 105.0 20x20x12 35 9 390.0 10xtOx8 2014 816 116.0 20x20x14 35 9 410.0 12x12x4 23 7 'ail 20x20xl6 35 9 440.0 12xl2x6 23 7 1400 2024x16 40 10 7250 12x12x8 23 7 tai o 24x24x2O 40 10 7850 1�; cel -4 s- 28 GRINNELL•GRUVLOK E REDUCING TEE WYE S " s E2 TEE WYE 'i %� E2 Fig. 7066 FIG. 7067 FI .7086 To W e FI .7067 Tee Wye Nominal Approx. Nominal Approx. Slze 0 H E, Ez Wt.Each Size G H E, E2 WL Each Inches Inches Inches Inches Inches Lbs. Inches Inches Inches Inches Inches Lbs. '1 alb 1'1 111.1 2442 234 1 9 Ove 6.4 4430 1411 7311 10314 5% 16.0 254x21hx2'h 3 71/4 101/2 52/4 11.5 4x324 35/4 101/2 13% 8112 21.0 3430 31/4 8112 11'h 61/1 16.5 54,0 11/4 95/4 111/1 61/1 25.0 314x3!hx3!4 3'12 10 13 72/4 22.0 5x3x5 4 121A 161/1 10 44.0 4443 35/4 10% 12'12 714 23.0 524x3 1112 91/1 111/2 6112 21.0 4x4x4 32/4 10112 13% 8112 26.0 5x4x4 t'4 9112 12'/4 714 25.0 5x5;3 4 1214 141/4 91/4 32.0 8x4x6 414 14 181/4 11'h 81.0 5x5x4 y4 12112 15112 9% 35.0 6x5x3 1112 102/4 13 8 27.0 5x5x5 4 12'12 1614 10 40.0 6x5x4 11/4 102/4 13'4 8''e 31.0 MO 4'/r 14 155he 105/-$ 50.0 8x6x4 1 12 143/4 91/4 450 6x6x4 414 14 1614 103/ 55.0 8x6x8 6 18 23'4 15'4 95.0 6x6;5 414 14 171/4 11112 58.0 6x6x6 414 14 181/4 11'12 505 TRUE Y to LE 8003 6 18 18'/,e 135/-$ 1000 "Igo 7071 8x8x4 6 18 19 1314 110.0 \ , 8x8x5 6 18 20 13'/1 111,0 t SE 8x8x6 8 18 21'A 14% 112.0 Fig.7071 900 True V 828x8 8 18 23'/4 15'/� 120.0 Nominal Center to Center to Approx. Nominal Center to Center to Approx Size Long End Short End Wt.E2ich Size Long End Short End Wt.Each Inches Inches I Inchef lhs. Inches Inches Inches Lbs. 10010x3 8'12 2014 191/1 14!i1 130.0 1Ox10x4 W/2 20W 202/4 1514 1350 1 2114 I 2'12 1.1 6 614 0 216 10410x5 6112 2014 21% 15'/4 1400 VA 2V, 2112 1.5 8 714 8 36.0 10410x6 61h 20'12 22'/e 16'/e 1450 1'4 22/4 2514 1.8 10 9 6112 51.0 10410x8 6112 20112 271/4 191/4 150.0 2 31/4 214 2.3 12 10 7 180.0 lox10x10 6"1 201/2 2714 18 190.0 214 3'4 3 5.0 14 11 114 136.0 12x12x3 7 23 20-/4 15314 140In 3 414 3'A 6.1 16 12 8 166.0 12x12;4 7 23 21'h 18 145 3!9 4'12 3'12 E 3 18 *112 814 234.0 124124 7 23 233/4 17165.0 5 314 10.5 20 17'12 9 281.0 � 12xl2x8 7 23 26 18 175 0 5 I 5': 4 15.0 24 20 10 - 523.0 2xl2x10 7 23 28 183/4 2000 12xl2xl2 7 23 31 201/1 2400 27 A GRINNELL a GRUVLOK EtoE ADAPTERS - GR x FLG — GR It MPT Fig.7056 GR x MPT Fig.7083,7084,7085 Fig.7055 g --- Fig.7055 g0°Adapter Elbow Fig.7056 45'Ada�ler Elbow Fig.7083 Groove i Fig.7064 Groove Fig.7085 Groove ----�- X Class 125 C-1.F1 e X Class 150 flan e X Class 300 Flan e Center to Center to I Approx. Center to Center to Approx. End Apprux. End Approx. End Approx. Nominal Grooved Ttlreaded Weight Grooved ihrEnd End Each End Ended Ea+cht Nominal To Weight To Weight To eight Inches Inches Inchesize s Lhs. Inches Inches Lbs. Site End Each End Each End _ 114 1'/, 0 6 Inches Inches Lbs. Inches Lbs. Inches Lbs. t 2' 2,,, 06 3.6 1 V, 11/, 0,7 1 3 2.2 3 2.5 3 1'/, 21�, 21r� 10 _ 1 v, 4 2.8 4 38 4 4 6 1'w 21i, 234 12 1 0 8 ?i, 1?y 1112 4 3.2 4 4.1 4 7 t —2 314 411, 2.3 2 3 16 2 4 5.2 4 6.0 4 82 2 1 31,14 31, 37 2,', 2 , 22 _ 2„r 4 80 4 92 4 119 3 41"d g 6.5 2„1 4'h 43 3 4 10.2 4 10.4 4 15 5 3,, 41: g+i, 8 2 23,, 2v, 4.2 ^31;2 4 12.0 4 140 4 21.0 4 5 71/4 11.0 3 51-: 75 17 7. 6 191 6 20.0 19 8 3/r 31, 11 1 4 6 _ 6 8'-'r 8 h �• 6 23.0 6 350 — 44 q,, 202 5 8 21.4 8 714 710, 36 9 g 26 0 6 295 6 50.0 60.7 434 320 g _ 10 9 9 8 6 384 6 43 5 6 72 0 12 10 10 82 6 5 , 43.4 IAPoms — C to E H aw. wo1aM _—.-- -- Fig, Mo RF SiNomlmn + LIPS Ineha - Reducing Base g.qg >,.e Support Elbows 1.50 t:Do exb t0.S0 2.13 t.50 F1.0 Grooved x F1.1riged (GxF) 1� 12.d1 2.40 1•SO M.G SPECIALTY Cto EOR -T E to E FI .1087 Female Thread Ads ter T EES E0B End Approx. 1 Nominal To Weight C to IEOB I She End Each �- —C 10 .OR Inches Inches Lbs. FIq,7082 Fig.7065 nm OR x FPT nm q RC 1081 1 2 1,6 0 7 FI .7085 Stand I e Tee OR s OR x FPT Fl .7082 Bullhead Tee OR x OR s FPT) C To C To 1'h 2'!te 1.4 C To C To 1 5 End 01 Ap Nominal End of End of Approx. Nominal ERunnd l Bnnch W1.pEaeh Sire Run Branch Wt.Each Site Inches Inehea Lhs. Inches Inches Inches LbQ. + Inches ,Q mm mr 2 211 1.6 mm �N m 1 . ON,mm mm ~ 5x5x0 73i, 5'h 310 4x4x2"r 3111 3 4 7 6 v a,. 2 , 2.5 11.2 8x6x0 . 7�,5 8'h 37.0 6x6x2'o` 9 5,11 4 3"• 4 5 , q= 28 i GRINNELL+GRUVLOK C to E CAP BULL PLUG ROSS E to E Fig 7075 Fig.7068 Fig.7074 --' FI 7088 Fig.7058 Fp 7074 Cross Fig.7075 Bull Plue Cross Cap End Approx. Nominal To Weight Nominal Center Approx. Nominal Center End App.ox Appro:. gl-• EndEach Size To End Wt.Each Sill To End Wl.Each Nominal TO Weight Inch's Inches lbs. Inches inches Lbs. Inches Inches Lbs. Size 0.0. End Each 7N'm= mrn I r �„ „ „n.- 1n Inches Inches Inches Lbs. 2 - 4 2 5 1 2y, 1.3 8 6'1 28.3 1 1.315 11/4 0.3 3.1 1'/� 23h 2.1 8 73A 48.0 2h 5 111, 1.860 11h 0.43 8 4.4 111 23/4 2.5 10 9 70.0 1112 1.900 1114 0.5 7.4 2 31/4 2.9 12 10 1100 4 7 2 2.375 1. 0.5 6 10 18.5 2112 33/4 5.2 14 11 140.0 21h 2.875 1 0.7 3 41/4 7.5 16 12 170.0 300 2.996 1; 0.8 31h 4112 9.8 18 151/2 260.0 3 3.500 1. 1.1 4 5 12.2 20 1714 320.0 31h 4..WO 1 1.5 g 5'12 17.8 24 20 585.0 1 4 4.500 Pia 2.8 41/4 OD 4.250 11/e 2.0 5 5.583 1112 4,0 NIPPLES 51/4 OD 5.236 1 is 4.2 E to-E- 6 o E„� E to E« E_to E� E to E„ 511,OD 5.500 1 M 8. 8..625 tel+e 8,0 61/400 8.259 1116 5.1 FIg 7081 Fig.7082 Fig.7086 : Fig.7080 dR x BEV OR x HOSE 8'12 OD 6,500 1?/e 8.0 GR x GR OR x MPT +" 80 7081 7082 Fig.1088 Fig.70SO 7081 7082 Fig.7080 8 8.1"25 t h 11 0 Fig.70Ads ter NI 10% Hon 111 1011 Ade Or NI INS Hose Ni his End Approx. End Approx. Approx.10 10:75n t'h 22.0 End End Approx. NOn11Ml 10 Weight To Weight Nominal To Weight 10 Weight 12 12.750 1'12 33.8 site End loth End Each Size End Each End Each knobs$ Inch" LM. In11M11 lbs. Inches Inches lbs. inches L ba. UN.mm mm M . mm 10 ON,m nm to T�4 5.5 1 3 0.4 TA 1 0.4 4 6 5.5 7.4 93/i 8.1 4 0.8 3% 0.7 5 6 ; 12 ;0'6 04 12 1� 3.2 1% 4 0.9 4 0.8 8., 5:+ s, 211'8 9.5 11 13. 40 0 s o1 10i> >4 14.2 12'1 24.0 8 2 4 1.2 4% 1.3 9 ; 54 1,7; 01 50 '0'S 0E �5 75 2CO 8 27 0 14 29.Q 65 0 6 0 9 .ga- 2.1 s� `-' 13: 16 46.0 3 4 2.5 6 3 3 C2 8 33 0 +ne: 20 152. 3Vr 4 3.129 � , I' '!I 1 tr '� _ r I r:" �r •f •rr r �r r ' C 1� FIG. 7000 - LIGHTWEIGHT COUPLING `"ie Fig. 7000 Coupling is deslgneu for applications requiring moderate The Figure 7000 Lightweight Coupling with a Grade E Type A • Internal pressures. "C"Siyle GasKet 1s intended for use in fire protection systems.-nth a The Fig. 7000 Coupling 1s approximately 30% lighter 1n weight than the maxir7um ambient temperature of 150°F.wh, 1 installed in accordance Fig. 7001 Coupling.and allows for working pressure ratings up to 600 with NFNA Standard 13"Sprinkler System" psi(41.4 bar) For standard Roll Groove steel pipe reduce the values for deflection from(Zby 50016. Y z.. V UL UL 11 Range of Deflection from I , 1 Max.wk. Max.End Pipe End Per Per Coupling Dimensions Coupling BOAS Approx Nom.Size Pipe 00 Pressure Load Separation Coupling In./N. X Y Z Size w1 Ea In.DNlmml In.mm Pst"har LDLIM In./mm Degrees MM/m In"MM In.mm In mm Ory In,mm Us K9 1 1 315 600 815 0- 5'26 1.14 2 4 i 2 x2 . 1 3 1 1 660 600 1.299 0. 4 19 0.90 2'/; 4 1 2 n x 2 : 1 1 1 900 6G0 1.701 0- 3 46 0.79 3 45: 1.: 2 x 2.: 1 2 2.375 600 2.658 0• 3 1 0.63 31, 5,: 1/: 2 x 2 3 1 2 : 2 875 600 3.895 0- 2 29 0 52 4 5— 1-; 2 x 2 : 2 3 300 7 996 600 4.230 0- 2 23 0 50 4 6 , 1 2 x 2 2 3 3 3500 600 5.773 0- 2 3 043 4',! 61. ? 2 rx 29 3, 4 000 600 15-10 0- 1 48 038 5/- 7'- 1 '. 2 x 3 3 1 4 4 500 600 9 543 0- 3 11 0.57 5.; 8 2 2 x3 46 4 OD 4150 600 8 612 0- 3' 22 0 70 5 1 2 2 x 3 4 0 5 5 563 500 12 153 0- . 2 35 C 54 7 9 . 2 2 x 3 6 5. OD 5 236 500 10.766 0- . 2 44 0.57 6 : 9 2 2 x 3 5" 5 OD 5 500 500 11 879 0. 2 36 0.54 6'%, 9 : 2 2 x 3- 6 6 6 625 500 17 236 0 2 10 045 8 11 2 2 x 3 9 1 6 .OD 6259- 500 15 384 0 2 17 048 7 10.: 2 2 x 3 6 7 6 00 6 500 500 16 592 0- 2` 12 0 46 V. 10 2 2 x 3 7 0 8 8 625 500 29 213 0• 1 40 035 10 13 2 • 2 x s +4= For additional details see coupling data chart notes —12— 1 FIG. . '01'ANUARD COUPLING The Fry.7001 , ,ned 'or a wide range of applications, including Working Pressure, End Load, Pipe End Separation and Commercial/Indust.a!Construction,Mining. Process piping.and many Deflection values are based on standard wall steel pipe with cut others. grocvesin accordance with Gruvlok specifications. The housing desiya 1!:o.-jr,for optimum strength without excessive For standard Roll Groove steel pipe reduce the values for deflection casting weight.The Fig 7001 coupling has a working pressure rating from CLby 50%. up to 1000 psi (69 bar). Y Z Z Y I - 1� I X /�✓/ � / - r 7i. FM / � O SIZES 1' - 14" SIZES 16' - 24' `- FiGURIE7001 STANDARo COUPLING Range of Deflection train(- Max.Wk. Wax. End Pipe End Per Per Coupling Dimensions Coupling Bolts' Approx. Nom. Site Pipe 00 Pressure Load Separation Coupling in"I't. X Y Z Site Wt.Ea. In,r7Nfmn0 In.,mm psi"bir Lbs_kN In,mm Degrees mmim In./mm In.;mm In.,MM DtY In./mm Lbs./lrp 1 1.315 1000 1,358 0-/1 5'26 1.14 2/2 4.: 1:, 2 x 2' 13 1'A 1 6o0 1000-- 2.164 0 'A 4` 19' 0.90 2'/i 4'k 1,a- -2 --s x 2 . 1 a 1 A 1.900 1000 2.835 0-,A 3'46' 0.79 3 41/1 1'/e 2 '/e x 2'% 1 5 2 2.375 1000 4.430 U 'h 3-11 0.63 3A 61h 1'A 2 h x 3 3.1 2' 2.875 1000 6.492 0•'A 2'29 0.52 4/4 V., 1 2 x 3 3.7 300 2.996 1000 7.050 0-1/0 2'23 0.50 4'A 61/1 1'/e 2 F x 3 43 3 3.500 1000 9.621 0-.A 2'3' 0.13 4'A 7'/e 1'-k 2 '/x 3 4.3 3', 4.000 1000 12.566 0•h V 48' 0.38 574 8'/, 1 2 /s x 3 5.1 4 4.500 1000 15.904 0-'/, 3'11 067 6'6 8'i, 2 2 %x 3 is 68 5 5.563 1000 24.306 0.", 2'35 0.54 7'a 111/4 2 2 'h x 4',i 96 6 6.625 1000 34,472 0•'14 2'10' 0.45 8 I 11-4 2 2 r 4 : 11 8 6'/'.00 6.500 100u 33,183 0-/, 2'12' 0.46 8',: 113/1 2 2 x 4 : 11.8 3 8.625 800 46.741 0..A i'40 0.35 11 14,S VA 2 n x 5 21 7 10 10.750 800 72.610 0 'd 1'20 0.28 13'h 16-.11. V12 h x 5 270 12 12.750 800 102.141 0•'/+ 1'7' 0.23 15'i: 181A Vi J 2 1 x 5 35 U 14 14.000 300 46.181 0./, 1'2' 0.22 16"i 20 r 3 2 A x 5 37.0 18 16.000 300 60.319 0.,/, 0'54' 0.19 18Ye 22-i 3 4 1 x 5;4 50,0 18 18.000 301. 76.341 0./, 0`48 0.17 21'/1 25 a 31, 4 1 x 5"': 72.0 20 20.000 300 94.248 0• 0`43 0.15 23 28 3 4 1 x 5 82.0 24 24.000 300 135.717 0•'4 ,0'36 0.13 27 32 s 3 a 1,t x 5- 90.0 2810 28.875 150 98 225 0-i 0'33 _ 0.12 33'•: 35 : 3.,1 6 1 -x 5.' 105 3010 31 000 150 113.215 0 0'28' 0 10 33' 38 : 3' 6 1 x 5 131 A-vailable in ANSI or metnc bolt sizIs only as indicated For additional details see coupling data chart notes -10- - A 16ad 1 0 OtQo ' r'�olQ ,rC.r ro oo p 1p FIG. 7400 - RIGIDLITE® COUPLING The Fig. 7400 Rigidlite Coupling from Gruvlok is specially designed to roll grooved or cut grooved steel pipe prepared in accordance with provide a rigid, locked-in pipe connection to meet the specific demands Gruvlok grooving specifications. Figure 7400 Rigidlite Coupling is if rigid design steel pipe and copper tube systems. Fast and easy available with the Grade E"C"intended for use with the Gruvlok swing-ober Installation of the rugged lightweight housing produces 3 Copper Method secure. rigid pipe iomt. Th,; Fig, 740d Ngidli to Coupling with a Grade E Type A"C"style The Fig. 7400 Rigidlite Coupling is UL Listed and FM Approved for 300 gasket is intended fe use in ambient temperature fire protection psi (20.7 bar) fire protection service In both wet and dry systems with systems installed in jr-„rdance with NFPA Standard 13 "Sprinkler Systems", FIGURE II RIGIOLITE,COUPUNGY Z Range of �- Max.Wk. Max.End Pipe Eno Coupling Dimensions Coupling Solis Approx. Nam.Size Pipe 00 Pressr•re Load Separation X Y 2 Size Wt.Ea. / 18,11INlmml In.,Mm 01 Lits.,kN In./mm In./nrm le./mm In.,Mm ofr, Ie.,Mm Lbs.,Kq 1 1.315 300 497 0.4 2'/, 4'ii i/, 2 1A x 2,, 1.2 r^i 1'h 1.660 300 649 0 /e 2'4 1'1, 1!11 2 4 x 2"" 1.3 X 1'4 1.900 300 851 0-A 2'4 4;, 11/4 2 14 x 2/, 1.4 � 2 2.375 300 1.329 0-,/8 3Y+ 5'/2 1?', 2 14 x 2'h 1.6 2'4 2.875 300 1,948 0-'4 34 6 1'', 2 14 x 2'4 1.9 300 2.996 300 2.115 O-'4 4 5,/4 1'/, 2 34 x 2:/, 1.9 3 3.500 300 2.886 0•',4 4','• 6:14 t;A 2 14 x 2'.+ 2.1 M •p 4.Or°r.C'en/MMC• 4 4.500 300 4,771 0-'4 5e4 1"1 2 '4 x 21a 3.1 5 5.563 300 7,292 0-'/, 6/1 911+ 2 2 'h x 3 4.6 5111100 5.50G 300 7.127 0-1/4 63/, 91/6 2 2 4 x 3 4.5 6 6.625 300 10.341 0"'4 714 10i 2 2 h x 3 5.5 6,400 6.500 300 9.955 0-14 71/, 10'4 2 2 4 x 3 5.5 8 8.625 300 17 528 0-1/9 10;5 121, VA 2 '4 x) 8.4 For additional detail see coupling data chart notes. FIG. 7003 - kINGELOKO COUPLING The Fig, 7003 Hingelok C specially designed for applications 5'118'use a toggle bolt to attach the cam-action hangWole h0us- requiring a quick connection an connection of a pipe joint.The ings.A locking pi,t through the handle prevent ntal opening of two coupling halves are hinged for a andling and are secured by the couplim, Fig. 7003 Hingelok CoupliWoffflexible coupliue and a cam-action handle. Sizes 1-1/2'to 4'u le link plates and sizes allows working pressure ratings . 0 psi (20.7 bar). Y I II Ranatildillinvillaction from Q coupling Max.Wk. Wit.End rid Per Per Dimensions Approx. Nam.Size Pipe 0 assure !o eparallon Coupling In.III. X Y 1 Wt.Ea. In.,UNlmm) In.;mm kN In,mm Degrees mmlm In./mm In.;mm In.,inm Lss.,lfp 1'' t 900 851 0-/e 3°46 0. 9 3'•'+ 4:', 1`4 1.7 X - \' -- 2 -- 300 1, 0-'.'6 3" 1 0,63 4/4 4/e 14 2.2 Special Note: `! 2 2 975 300 1.948 2”29 0.52 5'h S"e 1 r,a 3.2 Fig,7003 Hingelok Coupi ngs are not designed � for eccentric loading and'herefore are nm re'". • 3 3.500 JO 2.886 0 i 0.43 5.e 8'. 1 ri 3.6 mended for use at the end at concrete pump booms or vert¢al risers above 30 feet I elersi 4 4.500 300 4.771 0•'h 3°11 7 7 P', 2 5.1 ShockloaC must be considered ane a n- eluded.n the maxlmun worktn ssure listed 5 5.563 300 1.292 0•.,, 2°35 0.54 9'': 2,9 9.5 above.Coupling<eys,031011. a wry,and pine grooves must be lie it all foreign matter 6 6.625 300 10.341 0 21 10' 0.45 9':+ TOO 11.2 Prover anchonng - ' e must iiways be exer- Wild. For additional detail sea Coupling data chart notes. 8 8.625 300 17.528 0 , 11 40 0.35 12 13'1e '41111114h, 18.1 Z•Coupling Width —13— Il -yl �� GRuvw ( Nil C �C t C ,C t FIG. 7010 - REDUCING COUPLING The Fig. 7010 Reducing Coupling makes it possible to directly connect two different pipe sizes, eliminating the need for two couplings and a reducing fitting.The specially designed reducing coupling gasket with a center rib assures proper positioning of the gasket and prevents the smaller pipe from telescoping into the larger during assembly. Fig. 7010 Reducing Coupling allows for working pressure ratings up to 500 PSI (3a.5 bar). Y — — Z� II I l � I Fig. 7010 �a v:.mu+,dw.•o Coupling with Gasket FiCtIRE 7010 ftocma COUIPILING, Range of Deflection from Q. Larger Smaller Max.Wk. Max.End Pipe End Per Per Coupling Dimensions Coupling Bolts Approx. Nom.Size Pipe 00 Pipe 00 Pressure Load Separation Coupling in./M. X Y Z Size Wt. Ea. In.I17N(mm) In.,'mm In./mm PSI/Dsr Lbs./kN In.;mm 089rees mm/m In./mm In./mm 1.44,1" Ory. In.,MM Us.,Xg . 2 x 1,,? 2 375 1 900 500 2.215 0- 'e 1153 039 311 5 b 1'/e 2 x 2', 2 0 2'/-x 2 2.875 2 375 500 3.246 0-/1 "33 0 32 4'! 6 1'A 2 h x 21% 3 5 3 x 2 3.500 2.375 $00 4,811 0••A 1' 17' 0 27 4`., 7 1.a 2 'h x 2''+ 4.4 3x2. 3.500 2.875 500 4.811 0•/, 1'17' 027 4As 7'A 1% 2x2 4.1 4 x 2 4.500 2.375 500 7,952 VAI 2•38' 0.55 6'4 8`h 2 r ' • 2 'h x?": 8.9 4 x 2','z 4.500 2 875 500 7.952 0--/'1 2.38' 0.55 6;/, 8'ii 2 2 'h x 3 i 7.9 4 x 3 4.500 3.500 500 7.952 VAI 2.38' 0.55 61/4 8`4 2 2 a x 4,. 6.7 5 x 4 5 563 4.500 500 12.153 0•'/A 2°5 0.44 7'/, 10''a 2.'e 2 /+x 4"i 11.4 e� 6 x 4 6.625 4 500 500 17 236 a./, 1.44' 0.38' 8'.', 11i! 2'e 2 '/,x 4'' 13 4 6 x 5 6 625 5 562 500 17 236 0 1-44- •' 0.36 8' 11'' 2,, 2 ?%x 4 13.5 8 x 6 8 625 6 625 500 29 213 6 7F 15' 0.26 101h 14 2''+ 2 '/.x 4' 17% For additional details see coupling Data Chart Notes 1 —18— r fli 'IG. 7012 AND FIG. 7013 - GRUVLOK FLANGES the Gruvlok Fig. 7012 Flange allows direct connection of Class 125 or hru 24'saes of the Gruvlok Fig. 7012 Flange are cast in four seg- , Class 150 flanged components to a grooved piping system. ments.A specially designed gasket provides a leak-tight seal on both The Gruvlok Fig. 7013 300#Flange allows direct connection of Class the pipe and the mating flange face. 250 or Class 300 flanged components to a Gruvlok piping system.The Gruvlok Flanges have designed-in anti-rotation tangs which bite into two halves of the 2'thru 12-sizes of both 1ruvlok Flanges are drawn and grip the side of the pipe groove to provide a secure,rigid connection, together by a latch bolt which eases absembly on the pipe.The 14" FIG. 7012 - FLANGE Y FIG. 7013 - 300# FLANGE t I —sl Z Ir I - 1 X— X— I I 2".12" sizes 14"-24" sizes GRJVLOK FLANGES — Fig. 7012 and Fig. 7013 Gruvlok Figure 7012 Mating Flange Gruvlok Figure 012 _Serrated Face j or 7013 Flange _L Component or 1013 Flange . - Mating Flange ?.. ..t.. - - - - - --�-- c _ � I Amax 13mm. l I 3 1 Grooved Pipe—/ ,` Grooved Pipe_ Flange Gruvlok Flange Adapter Insert Rubber Surface Gruvlok Flange Adapter Insert \'Gasket Note A Notes 1 and 2 Notes 3 and 4 A. The sealing surfaces A Max. to B. Min. of the n.iting flange must G. An additional bolt is recommended for the hinge side of the be free from gouges,undulations and deformitlas of any type to 2'-12'Figure 7012 when connection to lug valves. ensure proper sealing of the gasket. H. Contact Gruvlok for Di-Electric Flange connections. B. Gruvlok Flanges are to be assembled on butterfly valves so as not Applications which require a Gruvlok Flange Adapter insert: to interfere with actuator or handle operation. 1 C. Do not use Gruvlok Flanges within 90 degrees of one another on , When mating to a wafer valve (tug valve), �t fhe'.alve is rub- ber faced in the area designated by the sealing surface di- standard fittings because the outside dimensions may cause inter- mensions(A Max to 8 Min.). place the Gruvlok Flange ference. Adapter Insert between the valve and the Gruvlok flange. D Gruvlok Flanges should not be used as anchor points for tie-rods 2. When mating to a rubber-faced metal flange.the Gruvlok across non-restrained joints Flange Adapter Insert is placed between the Gruvlok Flange E. Fig. 7012 and Fig. 7013 Gruvlok Flange sealing gaskets require a and the rubber-faced flange hard flat surface for adequate sealing. The use of a Gruvlok Flange 3 When mating to a serrated flange surface, a standard full- Adapter Insert is required for applications against rubber faced faced flange gasket is installed against the serrated flange valves or other equipment.The Gruvlok Flange Adapter Insert is face and the Gruvlok Flange Adapter Insert is placed between in�ualled between the Gruvlok Flange sealing gaskerand the mat- the Gruvlok Flange and the standard Flange gasket. ing flange or surface to provide a good sealing surface area. . Gruvlok Flanges are not recommended for use against formed 4 When mating to valves or other component equipment where 9 q the flange face has an insert, use procedure 6 rubber flanges. described in note 3. U� LC 'For ordering details. see Gruvlok price list »\. :er..n arv.w � � o o � r •-f1 • •eco �o p . � .. GRUVLOK1 AND 150 r• ISO P910 oR'PN16 BaLT PATrERNS Mating Flange Bolts Max.Wk. Max. End Latch' Range Dimensions Sealing Surface City. Size Approx. Nom.Size Pipe 00 Pressure Load Ball Size X Y Z A Max. P Min. ANSI (ANSI)in. Wt.Ea. In.;ONlmml In.1mm PSbbar lbs..*N In.,'mm In./mm --In.,MM In"Mm In.,MM In.; , BUTTERFLY VALVES - 2" (DN50) thru 10" (DN250) fSERIES 7700FP GROOVED END -- 175 PSI (12,1 bar) FLAG INDICATOR GEAR GENERAL • • OPERATOR --he Series 7700FP Grooved End But- terfly Valves(Ref.Figure A)are indicat- ing type valves designed for use in fire protection systems, where a visual in- dication is required as to whether the valve is open or closed.They are used, for example,as system,sectional,and pump water control valves.They have cut groove inlot and outlet connections which Are suitable for use with grooved end pipe couplings that are listed or approved for fire protection system service. I \ The Series 7700FP Butterfly Valves % HANDWHEEL feature a spherical bore discseat area which facilitates a constant disc to seat !� loading. This maintains a leak,ight \ stem seal regardless of 'sc posidon (open to closed).Use of the spherical \ bore also enables the use of a narrow 1 , profile disc, with tapered leading edges, which provide minimal flow VALVE BODY turbulence through the valve and re- duced friction loss. For applications requiring supervision FIGURE A of the open position of the valve, the TYPICAL SERIES 7700FP GROOVED END BUTTERFLY VALVE Gear Operators for the Series 7700FP Butterfly Valves are available with two sets of factory installed internal switches are listed by Underwriteta and devices In proper operating con- switches each having SPDT contacts. Laboratories Inc.as"Supervisory Tam- dltion. The installing contractor or per Switches"when the normally open manufacturer should be contacted The Gear Operator is also available contacts(for valve full open) are used relative to %7v questions. without kiternal switches, in which fol connection to the supervisory cir- case, the Gear Operator will accept cuit of an elarm control panel or Indi- Removing or disabling the tamper re direct attachment of a field installed cating device. sistant fasteners used to secure either external supervisory control valve the cover ora Cear Operatnr with In- switch, which has two sets of SPDT The Model PC%/S-2 Supervisory Con- ternal switches or the cover of the contacts. Information on the internal trol Valve Switch is listed by Underwrit- Model PCVS-2 Supervlsory Control switches, as well as the eixternally ers Laboratories Inc. and Undbrwrit- Valve Switch will void the applicable mou.1ted, Model PCVS-2 Supervisory ers' Laboratories of Canada. It is listings and approval. Control Valve Switch, is given in the approved by the Factory Mutual Re- Technical Data section. search Corporation. The listinga and approval are under the name of Potter Electric Signal Company. ' TECHNICAL DATA APPROVALS • STAND, WARNING Valve Assemblies: The Series 770.)fPGrooved End But- The 2 inch (DN50) thru 10 inch The Series 7700FP Grooved End But- teri7y Valves described herein must be (DN250) Series 7700FP Grooved End terfly Valves are listed and approved installed and maintained In compll- Butterfly Valves are rated for a maxi- as indicated in Table A, as well as ante with this document, as well as mum service pressure of 175 psi(12,1 accepted by the City of New York under with the applirable.standards of the bar). The valves may be installed with MEA 349-93-E. National Fire Protection Association, flow from either direction and are left in addition to the standards of any hand opening(i.e.th,,handwhael turns In addillor., the Series 7700FP Valves other authorities ho vingJurt5dicrion. counterclockwise to open).A flag-type with Internal supervisory switches are F►ilurr to do so may Impair the lntrN indicator on the Gear Operator visually listed by the California State Fire Mar- rlty,of these devices. indicates both open and closed posi- shal under Listing No.7770-0090.104. tions of the valve.Tf•e Valve Body has The owner is responsible for main- a black polymer coating,the Gear Op- The factory installed SPDT internal raining their fire protection system erator includi ;g the Handwhee! is Printed in U.S.A.2.00 TD355 VALVE PIPE SIZE 175 PSI(12,1 BAR) the GG-8 Gear Operators are provided INCHES MILLIMETRES VALVE VALVE with double wire leads to accommo- - -- - WITHOUT INTERNAL WITH INTERNAL date "in and out" supervision of the ANSI ON PIPE SUPERVISORY SWITCHES SUPERVISORY SWITCHES normally open contacts (for valve full O.D. INDOOR OUTOOOR INDOOR OUTDOOR open) per NFI H 13 and 72. 2 50 80,3 1,2,4,5 i,2,4,5 1,2,4, 1,2,4,5 --External-- 2-1/2 85 73,0 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 The Series 7700FP, when ordered _ without factory installed internal su- -- 65 76,1 1,2,3.4.5 1, 3,4,5 1,2.3.4.5 1,2,3,4,5 pervisory switches, will accept direct attachment of a field installed, exter- 3 80 88,9 1,2.3.4.5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 nally mounted, supervisory control 4 100 114,3 1,2,3.4,5 1,2,3,4,5 1.2.3.4.5 1,2,3,4,5 valve switch for supe,wsing the Valve -- - in the open position. Figure F illus- 125 139,7 1,2,3,4,5 1,2,3,4,5 1.2.3.4.5 2,3,4,5 trates attachment of the Model PCVS- 5 125 141,3 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2.i.4,5 2 Supervisory Control Valve Switch. 150 18511 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 The PCVS-2 has two switches with - ' - - SPOT Form C.' contacts. The set of 6 150 186,3 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,15 ( 1 contacts that are in the normally open 6 1 200 2`19,1 1,2,3,4,6 1,2,3,4,5 1,2,3.4.5 t position, 1:vhen the valve is lull open, 10 250 277,0 1,2,3,4,5 1,2,3,4,6 1,2,3,4,5 t can be '.sed to provide supgrvWon o1 the open position of the valve per NOTES: NFPA 13 and 72. Screw type wiring 1.Listed by UnAc,writers Laboratories Incorporated(UL Listed). terminals,which accommodate"in and 2.Listed oy underwriters Laboratories Incorporated for use in Canada(C-UL Liste;:). out"electrical supervision to the switch 3.Approved by Factory Mutual Poses-ch Corporetion(FM Approved). contacts, are marked as to their COM, 4.Approved by Loss Prevention Council(LPC). NO or NC designation. Each set of 5.Approved by Verband der Schadeversicher(VdS). contacts is rated as follows: t Laboratory listings and approvals do not apply TABLE A 125/250 VAC . . . . 5.00 Amps LABORATORY LISTINGS AND APPFi0VALS 0 to 30 VDC . . . 2.50 Amps The PCVS-2 has a weather proof painted red, and the 1-lag Indicator is valves are provided with a Gu-8 Gear NEMA 8P enclosure.The cover is re- painted yellow. Operator (Ref. Figure D-2). A steel cured with tamper resistant screws Drive Pin engages the Drive Shaft with which require a special key wrer ch for The Valve dimensions are shown in the GG-4 Gear Operator, and a steel removal. The switch housing is cast Figure B. Inlet and outlet connections Key engages the Drive Shaft with the aluminum finished with a red spatter are cut groove and suitable for use with G01-8 Gear Operator. The GG-4 and enamel. All parts are plated to resist grooved end pipe couplings that are GG-8 Gear Operators are lifetime in- corrosion. listed or approved for fire protection ternally lubricated and are mounted system service, (Specific cut groove directly to the valve flange with plated dimensio,s may be requested from the steel fasteners. The cast gray iron Techn cal Services Department.) The housings are weather.. resistant, and �� vs 7700FP Butterfly Valves may the Handwheels as well Indicator ndicator Installed with any schedule or pres- Flags of each type Gear Operator are sure class of pipe or tubing that is of cast gray iron construction. The Series 7700FP Grooved End But- listed or approved for fire protection terfly Valves may be installed with the servico. Supervisory Switches: flow in either direction. The Series 7700FP is available with or The nominal pressure loss versus flow without internal supervisory switches The grooved end pipe couplings used rate, as well as approximate friction for supervising the Valve in the open with the Series 7700FP must be listed loss expressed in equivalent length of position,The internal switches are only or approved for fire protection service pipe for ea,.,. size valve, are given in available as factory installed original and installed in accordance with the Figures C-1 and C-2. equipment. manufacturer's instructions. The Series 7700FP r -^tponents are --internal-- The Series 7700FP Butterfly Valves Illustrated in Figures D-1 and D-2.The Figure E illustrates the general ar- may be installed with any schedule or Body and Disc are ductile iron per rangement of the two nternal pressure class of pipe or tubing that is ASTM A536 Grade 85-45-12 (UNS switches, as well as the color coding listed or approved for fire protection F33100).The Body is polymer coated, for the wire leads.When provided with service. and the Disc is encapsulated with an internal switches, the covers of both EPDM rubber. The Drive Shaft and the GG-4 and GG-8 Gear Operators Refer to Figure F for installation in- Lower Shaft are Type 416 stainless are secured with tamper resistant bolts structions for the externally mounted, steel, and the Retention Pins are zinc and nuts.The electrical ratings for the Model PCVS-2 Supervisory Switch, plated steel. The Upper and Lower switch contacts are UL Listed and FM Bearings are bronze per ASTM 8438 Approved as follows: Conduit and electrical connections are Grade 1, Type 1, and the O-ring seals to be made in accordance with the are Neoprene. 125.250 VAC 10.00 Amps requirements of the authority having 125 VDC . . . . . . 0.50 Amps jurisdiction and/or the National Electri- The 2 Inch (DN50) through 6 Inch 250 VDC . . . . . 0.25 Amps cal Code. (ON 150)size valves are provided with a GG-4 Gear Operator (Ref. Figure NOTE'S " D-1) and the 10 inch (DN250) size Both of the switches in the GG-4 and For outdoor applications utilizing the -2- VALVE PIPE SIZE Y DIMENSIONS IN INCHES AND(MILLIMETRES) _ INCHES MILLIMETRES —� AA';I DN 'IPE A B C D E I F G H I J K M O.D. 3.19 3.23 3.87 10.80 2.28 5.91 500 3.00 4.88 % 2 50 80,3 (81,0) (82,0) (98,3) (269,2) (67,9) (150,1)k5.00 17,0) (78,2) (118,4) (15 J.3) 0 2-1/9 65 73,0 3.81 3.32 4.38 11.18 2.28 5.91 3.00 4.88 8.12 0 (98.6) (84,3) (111,3) (284,0) (57,9) (160,1) (127,0) (76,2) (118,4) (208,2) - 3.81 3.32 4.38 11.18 2.28 6.91 5.00 3.00 4.68 8.12 65 78,1 (96 8) (84,3) (111,3) (284,0) (57,9) (150,1) (127,0) (78,2) (118,4) (208,2) 0 3.81 3.88 4.62 12.00 2.28 5.91 6.00 3.00 4.88 8.38 1 ao 88,9 (98,8) (98,8) (117,3) (304,8) (57,9) (150,1) (127,0) (78,2) (118,4) (212,3) 0 4 11)0 114,3 4.56 4.50 5.38 13.37 2.28 5.91 5.00 3.00 4.86 9.12 0 (116,8) (114,3) (138,7) (339,8) (57,9) (150,1) (127,0) (78,2) (118,4'1 (231,8) 5.81 5.00 548 14.37 2.28 5.91 5.00 3.00 4.88 I 9.82 125 139,7 (147,8) (127,0) (14,1,1) (365,0) (67,9) (150,1) (127,0) (78,11(118,4) (244,3) 0 6 126 141,3 5.81 5.00 6.86 14.37 2.28 5.91 5.00 3.00 4.68 I 9.82 I, _ (147,8) (127,0) (149,4) (386,0) (67,9) (160,1) (127,0) (78,2) (118,4) (244,3) — 180 188,1 5.81 5.69 6.37 15.56 2.28 5.91 8.00 3.00 4.88 10.11 n.13 1.88 (147,8) (144,6) (161,8! (395,2) (57,9) (150,1) (127,0) (78,2) (118,4) (258,8) (3,3) (47,8) 8 160 188,3 5.81 5.69 6.37 16.58 2.28 6.91 5.00 3.00 4.66 10.11 0.13 i 1.88 (147,8) (144,5) (181,P) (395,2) (57,9) (150,1) (127,^; (78,2) (118,4) (258,8) (3,3) (47,8) 8 200 219,1 6.25 7.13 7.75 19.71 3.48 8.62 12.00 3.13 8.52 15.11 1.37 6.06 (133,4) (181,1) (ta8,9) (500,8) (87,9) (218,9) (304,8) (79,5) (218,4)1(383,8) (34,8) 1(153.9) 10 250 273,0 6'2F 8.19 9.00 22.03 3.481 8.82 12.00 3.13 8.52 I r1P.36 1.85 7.7' (158,8) (208,0) (228,8) (559,8) (87,9) (218,9) (304,8) (79,5) (216,4) ,014,5) (47,Cj (197,4) HJ� O _ (DA, U - -_.-_ VALVE r 1 PIPE I 9176 1_ _- , I D � M•. *WITH VAL`.'E _ _ ►►►111 FULL:)PEN -� FIGURE_ B VALVE DIMENSIONS Model PCVS-2 Suprrvisory Switch• tection systems be inspected by a use ofa weather tight conduit connec qualified Inspection Service. for with a gasket seal Is recom- mended. The Series 7700FP Grooved End But- NOTES !erfly Valves do not require any regu• Before closing a fire protection system For outdoor applications with Inter- larly scheduled maintenance or lubri- control valve for maintenance or In- nal supervisory switches, it is recom- cation. It is recommended, however, spection work on either the valve or mended that wiring connections be that the valves be routinely Inspected fire protection systems which It con- made at a temperature above as described below. Any impairment trots,ptrmisslon to shut down the af- 15°F/-,9°G In order to ensure sul)7• must be immediately corrected. fected fire protection systems must cient llexibility of the wire lerad Insu- first be obtained frn,, the proper lation. 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FLAG INDICATOR PIN i /GEAR OPERATOR i O GEAR OPER,OTOR DRIVE PIN 0-RING DRIVE SHAFT i KEY ALIGNMENT O PIN ' UPPER BEARING I ALIGNMENT PIN� / VALVE BODY GEAR OPERATOR FASTENERS 0 FIGURE D-2 RETENTION PIN GG-8 GEAR OPERATOR FOR GEAR 8 INCH(DN200)& 10 INCH(DN250) OPERATOR VALVE SIZE FASTENERS `� I UPPER BEARING or electrically supervised valvticl, visually inspected with the following Items checked: DISC "`Boov • The valves are readily accessi- ble. . The valves are in good cordition and do not leak. LOWER BEARING • The valves are properly lockea or sealed in the full open posi- tion. p O-RING . The key to a locked valve is read- ily accessible to the individuals responsible for sprinkler system maintenance, as well as watch- RETENTION PIN LOWER SHAFT men. FIGURE D-1 4. The valve should also be physically SERIES 7700FP VALVE ASSEMBLY tried (i.e., completely closed and Shown with GG-4 Geer Operator for then fully opened), if there are any 2 Inch(DN50)through 6 Inch(ON150)Valve Sizes damaged parts, sign of tampering, or the position of the valve is gUes- tionabie. Impaired valves must be immedi- mav be alTected by this decision must to breakage except by heavy bolt ately replaced. be nnrifled. cutters. Inspection: 2. Wire or strap sealed,if not locked,in It is recommended that fire protection the fully-open position. Inquire with system water control valvas be: the applicable insurance authority for their requirements as to the type 1. Chain locked in the fully-open posi- of seal. tion using the Handwheel.Locks and chains must be sturdy and resistant 3 Periodically(once a week for sealed valves and once a month for locked -6- ;q Grooved End Butterfly Valves ORDERING PROCEDUhE with Internal Supervisory Switches: Specify: (specify [as applicable] ANSI Seller warrants for a period of one year Grooved End Butterfly V31ves nominal pipe size in inches or pipe from the date of shipment (warranty without Internal Supervisory O.D. in millimetres) Series 7700FP period) that the products furnished Switches: Grooved End Butterfly Valve with Inter- hereunder wilt be free from defects in Specify: (specify [as applicable] ANSI nal Supervisory Switches,PSN(spec- material and workmanship. nominal pipe size in inches or pipe ify from Table B). O.D. in millimetres) Series 7700FP I-or hj!thvr deta.Is on Warranty, see Grooved End Butterfly Valve without Supervisory Control Valve Switch: 1'rrf f I;,r. Internal Supervisory Switches, PSN Specify: Model PCVS-2 Supervisory (specify from Table B). Control Valve Switch, PSN 54.647-1.001. GEAR WIRE TYPICAL ELECTRICAL BOX LEADS CONNECTIONS WEIGHTS i FIRE ALARM BLACK ' -- The following are the nominal weights � for the Series 7700FP Butterfly Valves: CONTROL PANEL WHITE SUPERVISORY CIRCUIT' WH!TE ' — (DN50) 141 lbs (6.4kg) Alk TO END-OF LINE �E ' RED 1 2-1/2' (DN65) 15 3lb4 17,2 kg) RESISTOR OR NEXT 3• (DN60) 1731b1 (7,9k ) RED , SUPERVISORY SWITCH 4• (oNtoo) zorros (9,4 kg) ♦1— GREEN(GRD.) _ 5• (DN125) 259lbs (11.8 kg) GROUND........... 61 (DN150) 30.5 lbs (13.9k ) T— BL AC K a YEL 8" (DN200; 53.5 Iba.(24,3 kg) i 10" (DN250) 773lbs.(35,1 kg) iINDICATING DEVICE ` - WHITF a YEL ' I WHITE a YEL POWER SOURCE PSN 59-77X-1-XXX RED a YEL I T L- -- -- - RED a YEL. -- -- J *SEE NOTE 6 -- 46TE8 - —�- --- Switch 1.Contacts shown with valve full open. Construction 2,Wire leads are 18 AWG UL Style 1015 600V 105"C(CSA Type TEW). Fil 3.Wire leads extend about 18 inches(450 mm)beyond the conduit connection. 0 Without Internal 4.The factory installed SPDT Internal switches are listed by Underwriters Laboratories Supervisory Inc.as"Supervisory Tamper Switches"when the normally open contacts (for valve Switches full open)are used for connectiuii to the supervisory circuit of an alarm control panel 1 With Internal or Indicating device. 5.The normally closed contacts(for valve full open)are only intended for use with closed Supervisory loop supervisory circuits Installed per NFPA standards earlier than the 1990 edition Switches of NFPA 72. 6.CAUTION — When there are supervisory switches of the screw terminal type connected in parallel with the GG-4 and GG-8 internal supervisory switches,it is not acceptable for an uninsulated section of a single conductor to be looped around the VALVE PIPE SIZE screw terminal to serve as two separate connections.The wire must be severed to serve as two separate connections,thereby providing supervision of the connection INCHES MILLIP'_TRES at the screw terminal in the event that the wire becomes dislodged from under the terminal of the next supervisory switch. - r — - - -------w_.-.. --- -- - - - ANSI DN PIPE O.D. -'_ 060 2 50 60,3 0 ( 073 2-1 ? 65 73,0 076 65 76,1 O c 089 3 80 88,9 114 •t 100 114,3 139 - 125 139.7 TWO 141 5 125 141,3 SWITCHES o ° TWO 165 - 150 165,1 SWITCNE ti 168 6 150 168,3 I/2" CO ��NDUIT 219 8 200 219,1 CONNECTION t/2" CONDUIT CONNECTION 273 10 250 273,0 GG-4 Gear Operator GG-8 Gear Operator TABLE B FIGURE E PRODUCT SYMBOL.NUMBER INTERNAL SUPERVISORY SWITCH ARRANGEMENT SELECTION (Optional) -l- Install the PCVS-2 Switch onto the Install the PCVS-2 Switch onto the GG-8 Gear Operator as follows: GG-4 Gear Operator as follows: 1. Partially close the GG-8 Gear Operator(et Is at 4 turns from the full open position),and then remove the I. Partially close the GG-4 Gear Operator(at least appropriate Plug located at the side of the G ear Operator. 4 turns from the full open position),and then 2• Remove the cover from the PCVS assembly,and then loosen the Trip Rod Locking Screw.Adjust the remove the Plug from the Gear Operator Cover position of the Trip Rod so that it extends about 1 Inch(25 mm)beyond the Nipple,and then Awalmly 2. Loosen the Set Screw that holds the Nipple onto tighten the Trip Rod Locking Screw. the PCVS assembly,and then remove the Nip- 3. Loosen the Set Screw that holds the Nipple onto the PCVS assembly,and then remove the Nipple ple 4. With the Locknut screwed over the Nipple threads,hand tighten the Nipple into the Gear Operator,and 3. With the Locknut screwed over the Nipple then tighten the Locknut against the Gear Operator to secure the Nipple firmly in place. threads,hand tighten the Nipple Into the Gear 5. Slide the PCVS assembly as for as possible over the Nipple while maintaining proper orientation of the Operator Cover,and then tighten the Locknut PCVS assembly,as shown in the GG-8 Elevation View,and then tighten the Set Screw that holds the against the Cover to secure the Nipple firmly in PCVS assembly onto the Nipple place 6. Attach leads from an electrical continuity meter,to the appropriate terminals. 4. Remove the Cover from the PCVS assembly, 6. rurn the Gear Operator to the full open position,and verity that the PCVS Switch cc ch a,,_, sltlon and then loosen/ighten the Trip Hod Locking within two turns of the handwheei from the Valve being fully open Screw,as necessary,just to the point at which 7. Begin to close the Gear Operator.Verify that the PCVS Switch contacts change posrtw .0thin two turns the Trip Rod can be either retracted or extended of the handwheel from the Volvo being fully open with some slight resistance 9. Remove the electrical continuity test leads The external field wiring connections can now be made to the b. Adjust the position of the Trip Rod so that ap- PCVS Switch,Use of a weather tight elbow conduit connector with a gasket seal is recommended. proximately 3'(75 mm)of the Trip Rod la ex- posed. Do not tighten the Trip Rod Locking Screw 6 Slide the PCVS assembly as far as possible over the Nipple while maintaining proper orien- tation of the PCVS assembly,as shown In the GG-4 Elevation View,and,then tighten the Set l� Screw that holds the PCVS assembly onto the - 0 Nipple (The Trip Rod will slide back Into the PCVS assembly as It curries In contact wish the _ Gear Segment within the Gear Operator) 7. Gently push the Switch Actuator as for as pos- e o sible towards the Switches and,while holding It 0 In that position,yarytaly tighten the Trip Rod Lorking Screw B. Attach leads from an electrical continuity meter, SWITCH TRIP ROD to the appropriate terminals 9. Turn the Gear Operator to the full open position, GG 8 Plan VIEW GG 8 Elevation View and verify that the PCVS Switch contacts change position within two turns of the hand- wheel from the Valve being fully open 10. Begin to close the Go tt Operator,Verity that the PCVS Switch rontacts change position within two turns of the handwheel from the Valve being fully open -- --- - ---- ---- ----- ------- 11. Remom the electrical;or!Inuity test leads The external field wiring connections can now be 2.25* L 4J5' made to the PCV';Switch Use of a weather (57,2mm) (120,7 mm) tight elbow conduit connector with a gasl et seal Is recommended 1 11 3.00" (76,2 mm) a 0 -1- 512" O O (130,Omm) I/2"NPT V L SWITCH TRIP RIO— SWITCHES KNOCKOUTS SWITCH ACTUATOR FOR ELECTRICAL CONNECTIONS GO-4 Plan Mew GROUND SCREW TRIP ROD LOCKING SCREW )V SET SCREW \\ NIPPLE O LOCKNUT TRIP ROD GG-4 Elevation View FIGURE F EXTERNAL MOUNTED MODEL PCVS-2 SUPERVISORY CONTROL VALVE SWITCH (Optional) fN�CO/Flow Control •m GEM SPRINKLER COMPANY,323 East 151st Street,Harvey,IL 60426 Toll-free(877)438.89261 Fax(706)331-9605 1 www gemsprinkler com DRY PIPE VALVE — 2 and 3 INCH (50 and 80 mm) MODEL F3061 (FLANGE x GROOVEI PIPE O.D. E - I I F ® 9 _ B A y ® c 1 ° 6 � P 1_0 _ ,. + M L FRONT FRONT RIGHT SIDE 2 Inch(50 mrn)Valve \ O PIPE O.D.� F—�`--�I~�F GENERAL • • The 2 and 3 inch (60 and 80 mm), Model F3061 Dry Pipe Valves are dif- -TF ferential valves used to autom, tically 3 i control the flow of water into dry pipe e I e fire protection sprinkler systems upon operation of one or more automatic i a sprinklers.The F30e 1 also provides for c actuation of fire alarms upon systernLM operation. The design of the F3061 L - -4----- -- Clapper Assembly allows for the Inter-nal parts to swing outside of the Hand- " hole Cover opening for easy Inspection prior to resetting, and the F3061 fea- tures a field replaceable Air/Water Ef±4fY> FRONT RICHT ME Seat Ring. Dry pipe sprinkler systems are typi- 1 Inch(80 mm) Valve cally used in unheated warehouses, parking garages, store windows, attic spaces, loading docks, and other ar- Nominal Dimensions In Inches and(mm) eas exposed to freezing temperatures, where water filled pipe cannot be util _ ized.When set for service,the dry pipe VALVE A 8 C D a ^ F G H sprinkler system is pressurized with air SIZE (nitrogen),and the loss of air pressure 2 10.88 1/2' 1/4' 1' 3.08 2.19 1.56 1,38 through an operated automatic span 50) 278,4 NPT NPT NPT 77,7 (55,8) J39,8 35,1 kler, in response to heat from a fire, 3 15.18 112' 1.1/4' 1-1/4' 3.94 2.25 1.94 2.08 permits the F3061 Dry Pipe Valve to 80 (385,8 NPT NPT NPT 1100,1 57,2) 49,3 (52,3 open and allow a flow of water into the VALVE sprinkler system piping. The differen- SIZE J K L M N P PIPE O.D. tial design of the F3061 is such that the 2 1,44 1.44 3.19 1.75 6 8.56 2.375 minimum air pressure in the piping is 50 38,8 38,8) (81 0) 44,5 17.81 3,0) 217,4 80,3 calculated to be approximately 1/6 of 3 2.06 1.94 4.56 4.53 8.38 1 12.31 3.500 the static water supply pressure, with (80) (52,3) (49,3) 115,8 117,8 (212,9) 11312,7 (88, an added 20 psi(1,4 bar)safety factor, to help prevent a false operation that FIGURE A might otherwise occur due to water MODEL_ F3061 DRY PIPE VALVES supply pressure fluctuations. — DIMENSIONS AND PORT LOCATIONS — Printed in U.S.A.6.97 TD106 APPROVALS AN The 2 and 3inch (50 rand 80 rnm), Model F3061 Dry Pipe b:gives are I -Body 22 i 18 listed by Underwriters Lab •o2 Handhnte Coverratories Inc.and Uioderwriters'Laboratories of 3 Clapper Arm 4 •O-Ring,Inner Canada. The F3061 Valves are also 5 •Air/Water Seat Ring approved by the Factory Mutual Re- 6 •Seat Ring Hex Nuts 3 20 search Corporation. IS rsq'd) \ 7 -Seat Ring Studs WARNING is req'd) \\� _ 19 B -Handhole Cover The Model F3061 Dry Pipe Values de- Gasket scribed herein must be installed and 9-Cover Stud, 13 maintained in compliance with this 3/8'•16 UNC x 1.5/8' p document, as well as with the appli. 10 •Cep Screw.Long, 2 3/s'•is UNC x 1.5l8' cable standards of the National Fire 11 -Cap Screw,Short, Protection Association, in arla'ition to 3/8'•18 UNC x 1-1/4' 73 the standards of any other authorities (6 rsq'd) having jurisdiction. Fn,!lurr to do so 12 •Cover Nut,3/8'UNC \ 13 •Hinge Pin may impair the. integrih, of these de- 14 .O-Ring,outer uices. 15 -Clapper facing 1 5 18•Retaining Ring o o �r� The owner is respon.siblr for main- 17 -Retaining Ring 4 Mining their fire proiec,ion system Screws ISreq'd,d) o L • a and devices in proper operatinh cc a- 118 8 •Lattch ch Pin dition. The installing contractor or 20 -Latch Cotter Pin o 16 manufacturer should be contacted 21 Clapper 1 relative to any questions. o 22 •Clapper Cotter Pin (2 req'd) 23 •Clapper _ 6 I TECIHINICAL DATA _y i ! Dry Pipe Valve: n The 2 and 3 inch (50 and 80 mm), 4 Model F3061 Dry Pipe Valves are rated for use at a rnaximum service — 7 pressure of 175 psi (12,1 bar). The / Valve dimensions are shown in Figure A, and all of the ports are NPT threaded per ANSI Standard B1.20.1. Flanged inlet connections are drilled 9 per ANSI specifications. The grooved outlet connections are cut in accord- 8 i ance with Gruvlok standard groove specifications for steel pipe, and they 0 are suitable for use with grooved end pipe couplings that are lister-1 or ap- proved for fire protection system serv- IIS laic. 0 The F3061 Valve is to t-installed ver- 2 0 tically, as shown in Figure A. Exterior surfaces of the F3061 Valve ai.; 0 0 painted red, rind the year of manufac- ture is ndicated on the Hanrihole I 1 0 C ove r. Components of the 2 Inch (50 mm) t` F3061 Valve are shown in Figure B-1, 0 and components of the 3 Inch(80 mm) I 0 �0 F3061 Valve are shown in Figure B-2. 0 The Body and Handhole Cover are `\ cast iron per ASTM A46, Class 35-H. The Handhole Cover Gasket is :loth inserted Styrene Butadiene,the Clap- per Facing is EPDM, and the 0 Flings are Bunn-N.The Air/Water Seat Ring, Clapper,Clapper Arm,Retaining Ring, FIGURE B-1 and Latch are bronze per ASTM B62 2 INC;a(50 mi:,1 MODEL F3061 DRY PIPE VkLVE (UNS C83600), and the Seat Ring —ASSEMBLY— .2- Maximum System Air Water SLIpply Pressure Pressure, Range, 1 -Hand 22 '„/ 1 P psi psi 2 -Handhole Cover � 3 •Clapper Arm 50 28-34 4 -C-Ring,Inner 5 •Air/Water RinSeat Ring 20 75 32-38 E •Seatal Ring Hex Nuts r/ (e reu'd', 7 -sear Rw Studs 100 36-43 (r;req'r) 8 -iandhole Cover .� 125 39-46 C..1sket ---- -Cover stud, 150 43.51 5/9' 11 UNC x 2.1/4' 1 j _ (2 req'd) 1 10 Cap Screw,long, 17547-55 J, 5!0'11 UNC x 2-172' — -- — --� — (2 req'dl 23 11 Cap Screw,Short, TABLE A 57e••11UNC if 1-;v4' C SYSTEM AIR PRESSURE (4 req'd) REQUIREMEN'S 12 Cover Nut.578'•11 UNC '� 1 5 (2 req'd) � c 13 -Hinge Pin a Studs and Nuts are Type 304 S,., Aess 14 ClaO-Rpper puler Steel. The Hine Pin, Latch Pin, and 15 Clapper Facing 3r Pin are brass per ASTM 816 17 Retaining Ring 1t -Retaining Ring o 16 13601)0) The Retaining Ring Screws o _� Screws(6 rsq'd) o are brass, and the Cotter Pins are 113 -Latch 19 -latch Pin stainless steel The Handhole Cover 20 -Larch Cotter Pin6 1 / - Studs,Nuts,and Cap Screws are carb- (2 req'd) on steel. 21 Clapper Pin 22 -ClappercotterPin The nominal pressure losses versus (2 req'd) ® flow aro shown in Gra hs A-1 and A-2 23 -Clapper The approximate friction losses,based on the Hazen and Williams formula and expressed in equivalent length of 4 Schedule 40 pipe with C = 100, is 8.4 feet for the 2 inch (50 mm) valve size and 7.7 feet for the 3 inch (80 Inm) 7 valve size. The equivalent length of pipe has been calculated on the basis 14 of the flow rates typically used w.th each size valve. 9 i Valve Trim: 2 Installation dimensions are given in 12 Figures D-1 and D-2. The 2 Inch (50 mm) Valve Trim is illustrated in Figure m E-1,and the 3 Inch(80 mm)Valve Trim \ is illustrated in Figure F-2. fhi Valve Trim forms a part of the laboratory list- ings and approval of the F3061 Valves and is necessary for the proper opera- (3 tion of the F3061 Valves. Fach pack e age of trim Includes the following 11 Q • • Water Supply Pressure Gauge . System Air Pressure Gauge • Air Supply Connections 10 Main Drain Valve Q Alarm Test Valve Q O Alarm Control Valve • Automatic Drain Valve Q Priming Cup • Priming t evel Test Valve • Drip Funnel Table A shows the system air pressure FIGURE 8-2 requirements as a function of the water 3 INCH(80 mm)MODEL F3061 DRY PIPE VALVE supply pressure. The air pressure in — ASSEMBLY— the sprinkler system is recommended :a Y.: S oa:: : i`ii■.=■�'.no ■o■■nrrr.o 3 C. 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Ina War,r■::■■N•NN■•Irnt r i•r■N N ..:.. S CH�:�-�.'•viiia^� •L n".uulu.l•#•.•ur".•n,r•..■■r'■i:r:■■i■■■roi�•r■•u■uuN1r rr�ir..rr'i,.r■or,rr■■�■■�r■rw■r■o=.n•r•.r.=•..=■■ur.:■--rl�i-rr�ilTrrrrorro■:■ur■.•■■•y�.l•■•••uN.i..■1r.n.n.wr1moriI,uIrr■ • i so awl lU■1�■Mss I��1■1l111111t11II 111I1I.//■�1■1■q11•A1I■11■�■■�■■■■�■■�■••I■�1Immune ■111■■■/■ rruoi■ u • IIIN ■1111■■■■■ i r • • . . PERATING PRINCIPLES 1 • t .• L L : .• ..•- • i c• i • • • t L ■ •• • \ 1• • - 1 SYSTEM PIPING (AIR PRESSURE) INSTALLATION I i NOTES Wt 0 Proper operation of the Model i 3061 1 di I cAT Dry Pipe Valve depends upon its trim PRIMING being installed in accordance with the WATER / instructions given in this lechniral LEVEL Data Sheet. Failure to follow the ap propriate trim diagram may prevent \ ' the F3061 Valve from functioning properly, as well as void listings, rip- SEAT provals,and the manufacturers war. /� rantie.4. �.•�`rin�tin CLAPPER The F3061 Value must be installed in A'SCMRLY INTERMEDIATE a readily visible and accessible loca- tion. e,HAMRER The. F3061 Value and associated trim must be maintained at a minimum temperature of 40°F/4°C. / \ALARM PORT (ATMOSPHERIC Hent tracing of the F3061 Valve or its INTERMEDERIATE �J/ - PRESSURE) associated trim is not permitted.Neat CHAMtracing can result in the formation of j1 hardened mineral deposits which are capable of preventing proper opera- II II tion, WATEI; SUPPLY —Set Position— The Model F3061 Dry Pipe Valve is to Figure C-1 be installed in accordance with!fie fol- lowing criteria: SYSTEM PIPING All nipples,fillings,and dev,ces roust (WAIE.RFLOW TO be clean and free of scale and burrs AUTOMATIC SPRINKLERS) before installation. Use pipe thread II II sealant sparingly on rnale pipe AI I� threads only. LATCH 1 — ! FULL OPEN 2.The F3061 Valve must be trimmid in LATCH JOINT accordance. with Figures F-1 or E 2, as applicable. (-� 3. Care must he taken to make sure INTFRMEDIATE tnat check valves, strainers, lobe LATCH POINT g / valves,etc.are installed with the flow arrows in the proper direction UP �7 4. Drain tubing to the drip funnel must i be installed with smooth bends that n I At LowEP LATr" will not restrict flow, POINT 5. The main drain and drip funnel drain - - may be interconnected provided a cheCK valve is located at least 12 C` inclws(o00 mm)below the drip fun- ALARM PORT nel. (WATZRFLOW C ALARM) 6. Suitable provision must be made for disposal of drain water. Drainage 11 i! water must be directed such that i1 I will riot cause accidental damage to i I prooerty or danger to oer5uns. WATFR y-Pui, —Open Position(Flowfng)— 7. Unused pressure alarm switch Figure C-2 and/or water motor alarm connec- tions must be plugged. 8. The Pressure Relief Valve provided wi!h the Valve Trim is factory set to FIGURE C relieve at a pressure of approxi- MODEL F3061 DRY PIPE VALVES mately 45 psi (3,1 bar), which can —SET AND OPEN POSITIONS- typically be used for a maximum nor- mal system air pressure of 40 psi •5- t� -------c —E——r--—F J -I o I lD FRONS' RI HT1 Nominal Installation Dimensions In Inches and(mm) Vs zee - A - 13* -1.._ D I —_—� F 2 10-fTe 14 "12� e e 12 (" 5285,4) X350 (300) 1150��LS0) i(300 'MINIMUM CLEARANCE,ADDITIONAL 2'(50 mm)IS RECOMMENDED FIGURE D-1 NOMINAL INSTALLATION DIMENSIONS FOR 2 INCA(50 mm)MODEL F3061 DRY PIPE VALVES (2,8 bar).The Pressure Relief Valva 5.As nec�ssary, replace all sprinklers niay he reset to a lower or higher PROCEDUREthat have operated. Replacement pressure;however, it must be be re sprinklers must be of the same type set to relieve at a pressure which is Steps 1 through 13 are to be per- and temperature rating as those in accordance with the requirements formed when inetially setting the Mode! which have operated. of the Authority Having Jurisdiction F3061 Dry Pipe Valve,after an opera- tional test of the fire protection system; NOTE To reset the Pressure Relief Valve, or,after system operation due to a fire- I, order to prevent the possibility first loosen the jam nut and then of a subsequent oporation of an adjust the cap accordingly—clock- overheated sot :er type sprinkler, wise for a higher pressure setting or 1.Close the Main Control Valve, and any solder type sprinklers whirh counterclockwise for a lower pres- close the Air Rupply Control Valve. were posstbly exposed to a tern Sureselling. After verifying the de- peratme greater than thea maxi- sired pressure setting, tighten the 2. Open the Main Dram Valve and all ntum rated ambient must he re- jam nut auxiliary drains in the system.Close placed. the auxiliary drain valves after water 9. Installation of an Air Maintenance ceases to discharge.Leave the Main 6. Remove the Handkiie Cover and Device, as described in the Techni- Drain Valve open. swing the Clapper Assembly out- cal Data Section,is recommended ward. Clean all interior parts of th,a 3 Depress the plunger of the Automat- F3061 Valve. and use a clean cloth 10. An Inspector's Test Connection as is Drain Valve to verify that it is open to to wipe the Air/Water Sea! Ring required By NEPA 13 must be pro- and that the F3061 Valve is com- and the Clapper Facing. Inspect the vided on the system piping at the pletely drained. Clapper Facing and !-;,!Water Seat most remote location from the Ring for damage and check the F3061 Valve. 4.Open the Alarm Control Valve (Fig. Clapper Arm and Latch for freedom E-1 or E-2),if it was closed to silence of movement. ll. Conduit and electrical connections local alarms are to be made in accordance with Worn or damaged pans must be the requirements of the authority It is recommended Ihel the Alarm replaced and the F3061 Valve must having jurisdiction and/or the Na- Control Valve be wire sealed in the be reassembled in accordance with tional Electric Code, open position with a No. 16 twisted Figure B-1 or 9.2, as applicable wire,the ends of which are secured by a lead seal 'The wire seal should 7. Reseal the Clapper Assembly be looped through the hole in the handle and lightly twisted around the NOTE pipe nipple adjacent to the handle .fake certain that the Latch is not raught en the lowest lntrh point 6- I I I e;) o j D pQ I r 0 FRONT RIGHT SIDE Nominal Installation Dimensions In Inches and(mm) VALVE --q at C' T D E F SIZE_ — —{--— 3 15.3/18 15 13 1/2 3.1/2 7 -12 (80) _ (385,8i1 380) (34 L (90) (175) (300)J 'MR.'MUM CLEARANCE,ADDITIONAL 2'(50 mm)IS RECOMMENDED FIGURE 0-2 NOMINAL INSTALLATION DIMENSIONS FOR 3 INCH(80 mm)MODEL F3061 DRY PIPE VALVES (Ref. Figure C•1). When the Clap- individually open slf auxiliary drain discharging ie an indication of a per Assembly is properly Seated, valves In the system^iping to drain property set water seat within the the Latch.should be able to swivel any remaining water in trapped sec- F3061 Valve.If water is discharging, freely. tions. Close each drain valve as refor to the Care and Maintenance soon as water ceases to discharge. section under the Automatic Drain 8. Replace the Handhole Cover and Valve Inspection to determine/cor- Handhole Co%ar Gasket using the 11. Refer to Tahle A and then restore the rect the cause of the leakage prob- the longer Cap Screw(s)at the bot- system to the normal system air tem. tom edge of the Handhole Cover. pressure the necessary to hold the Uniformly tighten the Cover Cap F3061 Valve closed. If there are no leaks,!'-P F3061 Valve Screws and Nut(s) using a cross- is ready to be placed in service and draw sequence, 12. Depress the plunger on the Auto- the Main Control Valve must then be matiic Drain Valve!o make sure it is fully opened. 9.Open the Priming Valve, and open open and that there is no water or air the Pnming Test Valve. d;zcharging. NOTE After setting a fire protection system, Prime the F3061 Valve by slowly The absence of water and/or air dis- notify th,proper authorities and ad- pouting water Into the Priming Cup. charging is an indication of a prop- vise chose responsible for monitoring When water discharges from the erly set air seat within the F3061 proprietary and/or rentral station Priming Test Valve, cease pouring Valve.If water and/or air is discharg- alarms. water into the Priming Cup. The 2 Ing, refer to the Care and Mainte- Inch (50 mm) F3061 Valve will re- nance section under Automatic quire approximately 0.6 gallons(2.3 Drain Valve Inspection to deter- litres)of prime water,and the 3 Inch mine/correct the cause of the leak- (80 mm) F3061 Valve will require age problem. approximately 1.2 gallons(4 5 litres) of prime water. 13. Slowly open the Main Control Valve. Close the Main Drain Valve as soon After water stops discharging from as water discharges from the drain the Priming Test Valve, close the connection. Priming Valve and the Priming Test Valve. Depress the plunger on the Auto- matic Drain Valve to make sure that 10. Pressurize;he system with air(nitro- it is open and that there is no water gen) to 20 psi (1,4 bar), and then discharging. The absence of water -7. 1/2 INCH NPT 1/2 INCH NPT CONNECTION FOR CONNEC I ION WATERFL O W PRIMING FROM AIR AJR SUPPLY PRESSURE ALARM '--I, 3/4 INCH NPT CUP SUPPI-Y R CONTROL VALY: SWITCH 27- /FCONNECTION OR WAFER (NORMALLY OPEN) MOTOR ALARM 9 / 31 ^ 31 I \\ PRIMING YA1.VF 25 31 I \ (NORMALLY 31 t 31 CLOSED) SYSTEM AIR ALARM \ 7 PRESSURE GAUGE 5 31 CONTROL 34 VALVE ALARM 33 2R (NORMALLY 34 SYSTEM TEST VALVE I — ) WATER (NORMALLY i 16 24 3 PRESSURE CLOSED) \ C✓+UGE 3 h J31 AL'ERN4'� LOCATION I WAT;,HFLOW PRESSURE `1 7 9 S�uA q ALARM SWITCH 29 /15 � 2 ,1f 7 i-7\1!, 3? (GREEN 1 24 ` TINT) 26 3t � 31 26 2u ,31 16 \ 4 1 AUTOMATIC DRAIN vALV[ 22 \� \ to 31 31 �. 26 �J 3 21 � „ 10 - �� JI , 2a �� f� =e 17 30 33 q4z- 35 23 � 19 r 11 PRIMING TEST VALVE (NORMALLY CLOSED) 12 13� MAIN DRAIN VALVE (NORMALLY CLOSED) 1-1/4 INCH NOT DRIP FUNNEL DRAIN CrINNECTIU4 1 114'Gauge I T Drip Funnel 24- 1l2'It 1/4'It 1l2• Test Valve ConnectorNOTES' 2 300 lb Water Tee(2 req'd) 1� Drl Funnel Pressure Gauge bracket 25 -1/2'x 1/2'x 1/4'Tee 3 -250 Ib.Air 26 -v2'Teo(5 req d) 1. The nipples utilized in the trim dr- T3 •Drip Funnel 27 -1/2•x 112'x 3/4'Tee r Pressure Gauge 14 -1'Angle Vulve , per ASM 838 Schedule 1 h steel 4 - 112'SwingCheck 9 -112'x tl4 Bushing per ASTM A53 or,4135 ar 1 the are 15 •1/4'Plug(2 roq'd) 29 •114'x 3'NIUPIe P Y Valve(2 req'd) 16 - 1,z'Plug(2 req'd) 3 red threaded per ANSI B1 '^0.1 The fit- 5 -1/2'Globe Valve 17 . 1/4'Tube Connector ( q ) P 9 P 6 - 1/4'Pressure 30 �114'q 512'Nipple tlFl S are elth3r mdlleabl8 Iron er Reber Valve IS - 114'Tube, 31 .12•x 1 1/2•Nipple ANSI 816.3 or cast iron per ANSI ?4'long 116 req'd) 7 112'Rall Valve 19 114'Tube, 32 -1/2'x 2'N1ppld 416.4. (4 req'd) 12'long 33 •1l2'x 2•1/2'Nipple 8 Priming Cup 20 114'Union -3132'Vent (2 re 'd) 2 "Standard order" trim is provided 9 ?1 - 112'Union 34 -12's 3'Niopla with black nipples and fittings-how- Filling 22 - 1/2'x 1/4' Reducing 10 -Model F,,41 12 x 3.t1 evet. galvanized nipples andd liftings Autnmai�Drain Elbow(2 req'd) 35 -1'x 3.t12'Nipple are available on'special order" 23 112'90"Elbow P Valve FIGURE E-1 EXPLODr-L)VIEW OF 2 INCH (50 mm)MODEL_ F3061 VALVE TRIM P 1/2 INCH NPT 1/2 INCH NPT CONNECTION] FOR CONNECTION WATERFLOW PRIMING FROM AIR AIR SUPPLY PRESSURE Al ARM 3/4 INCH NPI CUP SUPPLY CONTROL VALVE SWITCH 21 CONNECTION -t 6 (NORMALLY 'FOR WATER / OPEN) MOTOR ALARM 8 ( ;tS1 26 PRIMING VALUE 15 SI (NORMALLf St 4 31 \ CLOSED) SYSTEM ESSURE 5 R 31 / ALARM GAUGE / CONTROL 7 JS VALVE ALARM (NORMALLY 33 3 S"STLM TEST VALVE OPEN) NATER (NORMALLY 16 24 PRESSURE CLOSED) 26 33 GAU:1 31 31 AIJERNATE LOCATION }} WATERFLOW PRESSURE `� 1 ` 7 22- 7 ALARM SWITCH 79 /1g 2 31 242F' 30 31 26 29 132 �� ` 1 \ . {/'� AUTOMATIC 15 1 �23 16 (T T)N \\~\� \ 'y((Q DRAIN VALVE S 1 it 31 26 ,8, 11 1 \ 31 10 1 fY 31 7 28 ly 32 - 31 I) 34 20 / 23 � � 1 la 14 34 PRIMIN.; TEST VALVE (NORMALLY CLOSED) 12 p 13 MAN DRAIN VALVE (NORMALLY CLUSED) T i r%4 INNPT pRiP FUNNEL DRAIN CONNECTION 1 •1/4'Gouge 11 Unp Funnel 24 -112' 114'x IJ2' NOTES: Tesr Valve Connector 2 300 lb.Water 12 -Drip Funnel P5 . 2, 1 2 tl)1/4' TeP 1. The (Tipples utilized in the trim ar- E rassure Gauge Bracket 26 -112'1 ea(5 req'd) rangement are Schedule 40 wol 3 -250 Ib AuDrip Pressure Gauge 13 '1-11 Funnel 28 .1/2'x 1/2'x VC Tee per ASTM A53 or A135 and they are 14 •1-t/4'Angle Valve 28 -1/2'x 1/4'Bushing 4 1/2'Swing Chock 15 1/4'Plug(2 req'd 9 threaded per ANSI 81.20.1 The fit- Valve(2 req d) 16 -1/2'plu (2 roi 29 -114'x 3'Nipple tinithlleable iror per 5 -112'Globe VRIVC 17 . 114'Tube Connector (?rgs are either ma 6 -114,a•pressure 30 t/2''x x close Nipple ANSI 816.3 or cast iron per E,NSI 18 1/4'Tube, 31 1/2'x 1 1!2'Nipple 816.4. Retlaf Valva 24' on 7 1/2'Ball Valve 19 1/4'Tube , 32 (1/2'x 21/2' Nipple(4 req'd) 12'long 2. 'Standard order" trim is provided 8 Primin Cup (2 req'd) 9 20 1-1/4'x 112'Reducer 33 -1/2'x 3'Nipple with black nipples and fittings:how- 9 -3/32'Vaol 21 1(2'Union(!ro4'd) (4 req m ever, galvanized nipples and fittings Fitting 22 . 1/2•x:4' geducing 34 .1.114•x 4'Nippie are available on'S ecw!Order' 10 -Model F793 Elbow p Automatic Drain 23 -1/2'90'Elbow (Z req'dl Valve FIGURE E-2 EXPLODED VIEW OF 7 INCH(80 mm)MODEL F3051 VALVE TRIM y should be performed quarterly. To test Nater stops discharging from the Prim- CARE AND MAINTEN NCE the waterflow alarm, open the Alarm ing Tost Valve). Test Valvv, which will allow a flow of The fallowing procedures and inspec- water to the Waterflow Pressure Alarm If no water discharges,close the Frim- tions should be performed as indi- Switch and/or Water Motor Alarm. ingest Valve and replenish the Prim- cated, in addition to any specific re- Upon satisfactory completion of the ing Level by performing Steps 1, 2, 3, quirements of the NEPA, and any test, close the Alarm les;Valve. 9, 11, 12, and 13 in the Valve Setting impairment must be immediately cor- Procedure section. rected.It is also recommended that fire protection systems )e inspected by a Water Pressure Inspection qualified Inspection Service. The Water Pressure Gauge is to be A'OTES inspected each week to ensure that . The operational test. proredure rind normal system water pressure is being ivoterflow pressure alarm lest proce maintained. Jure,result in operation q/'the associ. Seller warrants for a period of one year rated alarms. Consequently, notifica- frorn the date of shipment (warranty tion rust first be given to the owner Air Pressure Inspection period) that the products furnished and the Fre department, central sta- hereunder will be free from defects in tion, or other,signal station to which The Air Pre-, ure Gauge is to be in- material and workmanship. the o.larrns are ronnerted. spected each week to ensure that nor- mal system air pressure is being main- For further details on Warranty, see Before closing a fire protection system tained. Prico List. rain control valve for maintenance work on the fire protection system which it controls, permission to shut down the effected fire protection syd- Automatic Drain Valve Inspectior. terns rn.st first be obtained from the proper authoritir.s and all personnel the Automatic Drain Valve should be who may be afferted by this de,:ision inspected each week by depressing must be notified. the plunger and checking to ensure that the Automatic Drain Valve is not discharging water and/or air.Discharg- Annual Operation Test Procedure ing of water and/or air is an indication that the air and/or water seats are leak- Proper operation of the 1`1061 Valve ing,which could subsequently cause a (i e., opening of the f 3061 Valve as false operation should the intennedi- during a fire condition..)should be veri- ate chamber become inadvertently tied at least once a year as follows: pressurized. 1. If water must be prevented from flow It leakage is present, take the F3061 ing beyond the riser,porform the fol- Valve out of srlrvice (i.e., close the lowing steps. main control valve, open the nia n drain valve,close the air supply control a. Close the Main Control Valve. valve, and open the Inspector's Test Connection to relieve the system air b. Open the Main Drain Valvepressure to 0 psig as indicated on the System Air Pressure Gauge).and then c. Open the Main Contrc,; Valve after removing the Handhole Cover, one turn beyond the position at check the following itorr,s: which water just begins to flow from the Main Drain Valve. A. Seat Ring Nuts.Make sure the Seat Ring Nuts are tightened evenly. d. Close the Main Drain Valve. ©. Clapper Facing:Make sure that the 2. Open the system's Inspector's Test Clapper Facing does not show sign,, Connertion of compression set, damage, etc, Replace the Clapper Facing it there 3. Verify that the F3061 Valve has op- is any signs of wear.For a short-term erated, as indicated ky the flow of fix, the Clapper Facing may be water into the system and that all turned over. waterflow alarms operated properly. C. Air/Water Seat Ring: Inspect the 4 Closes the system's Main Control Air/Water Seat Ring for nicks, dam- Valve age,etc.Replace the Air/Water Seat Ring if there is any signs of wear 5. Reset the 1`3061 Valve in accord- ance with the Valve Setting Proce- dure. Ptiming Water Inspection The priming level is to be inspected ouarterly Waterflow Alai n Test quarterly Partially open the Priming Procedurn Tcst Valve,and then close the Priming Test Valva when the pnmirg level has testing of the system waterilow alarms been conactly established (i.e, when -10- Replacement Valve Parts: Replacement Trim Parts ORDERING PROCEDURE Specify: (description) for use with Specify (description) for use with All orders for Modei F3061 Dry Pipe (specify size) Model F3061 Dry Pipe Model F3061 Dry Pipe Valve, PSN Valves,trim,accessories,and replace- Valve, PSN(specify). (specify). ment parts must include the descrip- tion and Product Symbol Nurnbor 21nch(50 mm)Valva Trim(Rat.Fig.E-1) here applicable. 2 Inch(50 mm)Volvo(Rot. Fig.B•1) (PSN), wPp 1 1/4'Gauge Test 2-Handholo Cover PSN 92.306.1.201 Valve PSN 46005.1-002 3 Clapper Ami... PSN 92 308.1.2?' 2 250 Ib Water Valves: 4 O-Ring,Inne!...,,... PSN 92-306.1.20, Pressure 5-Air/Water Gauge .. .....PSN 92343.1-012 Specify: (specify size Model 1-3061 Seat Ring..,.,..... PSN 92-306-1.204 3-300 Ib Water P YI (sP Y ) e•Seat Rin pressure Dry Pipe Valve, PSN(specify). Hex Nuts PSN 92.306.1.205 Gauge ...PSN 92.143.1.005 7 Seal Ring 4 112'Swing 2'(.50 rnm) PSN 52.3061-009 Studs. ... PSN 92.306 1-206 Check Vulvn PSN 46.049-1.004 X(80 mm) PSN 52-3061.011 8-H;ndhole Cover 5 1/2'Globe Valve........PSN 46-047-1.004 Glii .... ... PSN 92.308.1.207 6- 1/4'Pressure 13-Hinge Pin . PSN 92-306 1.208 Relief Valve..........PSN 92-343 1-020 "Standard Order" 14 O Ring,Outer PSN 92-306.1.209 7•1/2'Ball Valve ... .....PSN 46-050.1-004 15 Clappoi Facing .. .. PSN 92306 1.210 8-Priming Cup. PSN 92-346.1-104 Black Trim,-, 16 Retaining Ring PSN 92.306-1.211 9-3132'Vent 17-Retaining Ring Fitting PSN 92.032.1-002 Specify:(size)Inch F3061 Black Trim, screws PSN 92-306.1-212 10 F791 Aulomal- PSN (specify). 18•Latch PSN 92-306.1-213 is Drain Valve PSN 52 793-1-r'^4 19-Latch Pin PSN 92.306-1.214 11 .Drip Funnal 20-Latch Conor Pin PSN 92-306.1-215 Connector PSM 92.211' w5 2 Inch(50 mm) 21 -Clapper Pin PSN 92.306.1-216 12-Drip Funnel F3061 22-Clapper Cotter Bracket PSN 92-211-1.003 Bleck Trim PSN 52306.1 201 Pin..... PSN 92.306.1.217 13 Dnp Funnel . PSN 92.343-1.007 3 Inch(80 mm) 23-Clapper. PSN 92-306.1-218 14-1'Angle Valve PSN 46.048-1 006 F3061 Black Trim rdN 52-3061.202 3 Inch(80 mm)Valva(Ref.Fig.8-2) 2-Handhold Cover .. PSN 92306.1-301 3 Inc h(80-m)Valva Trim(Per.Fig.E-2) "Special Order" 3•clapper Arm .... PSN 92.30e-1 302 Galvanized Trim: 4 O-Ring,Inner.. PSN 92-3061.303 1 -1/4 Gauge Test 5-Air/Water Vn-va PSN 46-005.1-002 Specify. Seat Ring PSN 92-306-1-304 2 250 lb Water S p y.(size) Inch 1-3061 Black Trim, 6-Seat Ring Pressurre PSN (Specify). Hex Nuts PSN 92.306-1305 Gauge . PSN 92 343.1.012 7•Seat Ring 3 300 Ib Water 2 Inch(50 mm) Studs. ....... PSN 92-.106-1-306 Pressura 1-3061 8-Handhole Cover Gauge PSN 92-343 1.005 Galvanized Trim. PSN 52-306.2.201 Gasket ...... PSN 92.3061.307 4 1/2"Swing 3 Inch(90 mm) 13 Hinge Pin PSN 92-306-1.308 Chock Valve .. PSN 46-048.1.004 F3061 14 O-Ring,Outer... PSN 92 306-1.309 5-1/2'Globe Valve PSN 46.047-1-004 Galvanized T(Im PSN 52-308.2.202 15•Clapper Facing...,... F'SN 92 306 1-310 6-1/4'Pt"ssure 16•Retaining Ring.,.... . PSN 92-306.1.111 Rellet Valve PSN 92.343.1-020 11-Retaining Ring 7 1/2'Ball Volvo PSN 46-050-1.004 ACcee sories: Screws ....... PSN 92.306.1.312 e-Pruning Cup ...PSN 92346 1 004 iS-Latch.. PSN 92-306.1.313 9-3/32'Vent Hetet !n the following Technical Data 19-Latch Pin .,.... PSN 92-306.1.314 Fitting. PSN 92-032-1.002 Sheets(1 LD), as applicablc. 20-Latch Colter Pin.,..... PSN 92.305-1.310 10-F793 Automat- 21 -Capper Pin PSN 92.306.1.316 is Dram Valve PSN 52-793.1.004 Watodlow Pressure Alarm Switch 1 D213 22 Clapper Cotter 11 -Dnp Funnel Writer Motor Alarm TD250 Pin PSN 92.306.1.317 Connector PSN 92-211-1.005 Model F324 Air Maintenance 23-Clapper PSN 92.306-1-318 12-Drip Funnel Device. TDM 13mckot . ...........PSN 92.211.1 )03 Model F326 Air Ma648nancr; 13-Dnp Funnel ... PSN 92-343.1.007 Dance TDI 12 14-1-1/4'Angle Model F32r)Nitrogen Mauurutnnce Valve . PSN 46-048.1.007 Devine 7n113 The frdlowing are the nominal weights for the valves and trim: 2 Inch(50 mm) Model F3061 Dry Pipe Valve 351bs (1F kg) 3 Inch(80 mm) Model F3061 Dry Pipo Valve 82 lbs (37 kg) 2 Inch(50 mm)Valve Trim 22 lbs (10 lig' Inch(80 mm)Valva Tnm 28:bs (13 kp) -11- PRICE SHEET: FPE3V-8.91 Effective Au;ust 1, 1991 (CANCELS PRICE SHEET FPSV-3.9, March 30, 1991) O •G]�me BRONZE VALVES FOR SL-F'PLys LEscamP.4,Ny FIRE PROTECTION SYSTEMS L,.-. l_IS;ED VALVES I Fig. 39 NS' II g �f: Fig. 936 Fig. 39 MN' LANGL3 4CSE VAL'/E ��'• +s HOSE GATE VALVE N.R,S. ?'h" Fig. 66 �, U.L'_:cro • FM APPROVED U L Lsted •FM APPROVED BUNA•N DISC 7a OS&Y GATE VALVEilS�►• lb.W.W.P. , ; ar 175/:001b.W.'N.P. 'A"through 2" � ! *NS+FSPS THD.To NA 7L. . I ' c U.L Listed a FM APPROVED `rI ti STD.HOSE THD. X NA STD PIPS THC. r BRONZE GATE VALVE ` r X NA L STC.HCSc'T}11J, MN NAT'L STD.TI-10.3.062 U.L-FM listed for 175 psi '�__�� X 7'h NST THD X NAT'L General Service Rating STD.HOSE THD. 125 Ib.S'WP,.1130 Ib.WOG man shock TRIM VALVES r rr all g. 1580 U.L. Fig. 2920 Fig, 2930 Fig. 2940 Fig. 2950 LASS 2ALL VALV_ SPONZE GLOBE VALVE BRONZE ANGLE VALVE BPCNZE SICE OUTLET BPCNZE C)"ECK VALVE 'A" thraugh 2" through 2" Gloee Valve Horizontal Swing L L•vec Screw-In 9om,et 'i," Size 'Y' through 2" Conventional Port Buna-N Circ 1J51b.W.W.P. Buna-N Disc Screw-In to_Pa � risi Buna-N ,sc /.' through 2" 175 lb.W.'NP Buna-N Ctsc 2C0 Ib.W.'N.P. TFE Seats U.L.Listed 1'.'•through 2" 4CO tb.W.'N.?. 720 Ib W'N P F ure -_ VAl'/E SIZE I Number 114• I L8• ire• I 3/4• I ,• ,•,w 1.112• 1 2' 1 2.1Y?' 1 88 I s ! 589.+3 $�•-� I $13.10 i SIG8.c0 511519 1 2179.35 i 3 _ _ 31N5 {I 1 I I I 1271.00 1 t 39MN 277.:0 •�1'�• 9.8 - 149.90 Fig. 2960 Fig. 3000 HC 139GUL I I 13.00 19..0 1 27:0 I 3730 193.90 ' ee 10 BALL DRIP '4ALVE SPCNZc CA-E '/ALVE BRASS ,.5' •through t f � . i N.P.T.x`tA"L Hass 2920 I 1._a I 9.80 I 9.313 11 90 1790 29.80 8-0 97:0 �- I Thread w/Car A Chain ++ 90 19.90 I 32.90 40.30 ! 42-S 2C0 Ib.W•n.? 2030 , 8.00 , 9.80 I 9.80 i ► I N •2940 I 7.70 •2980 I 12$0 14.35 I 19.85 I 23.30 29.8 0 I 1 •2M ,ZS.a 000aHc144.00 I 93..3 •NOT U.L.LISTED •_ _ •�� CP 71 yyyt;M SO MOST TRIM VALVES ALSO AVAILABLE WITH SCLDER JOINT CONNECTIONS. .Sl Grinnell pipe rings adjustable swivel ring fig. 70 SIZE RANGE: Fig. 69 ".t" - 8" tapped per NFPA standards Fig. 70 2',12' - 8" fig. 69 MATERIAL: Carbon steel. FINISH: Plated. SERVICE: Recommended for suspension of non- insulated, stationary pipe line. —A- MAXIMUM TEMPERATURE: 650°F. APPROVALS:Fig. 69 Underwriters' Laboratories listed and Fac'-,r/Mutual approved?14"thru 8'.Complies with o Specification WW-H-171 E(Type 10)and Manu- F I facturers Standardization Society SP-69 (Type 10). e _ FEATURES: C • Threads are countersunk so that they cannot become burred or damaged. • Knurled swivel nut provides vertical adjustment after piping is in place. • Captured socket will not fail out. ORDERING: Specify size, figure number, name. Ic,+ds • weights • dimensions(inLhes) mex weight recom (approx) C F pipe load,Ib lbs each I A q 9 Fi, . 70 Flg,89 Fig.70 Fig.D9 i Fig.70 size Fig. 69 Fig. 70 Fig.69 Fig.70 Fig. 69 Fig.70 Fig.6. 9 9 300 .09 � I 2 Ve 1 r e 7� v. 300 .09 I Z',•e le,ie 7e _ 10 I _ 1 300 _ —.(-- 1'.i 3co .10 �4 2sy lv4 '/e 1 l4 300 .10 i� 2% 1 tie 'h _ 2 300 _ t 1 �1 31,14 lye 1 ve 2'4 525 1000 .25 .33 % 'h 4 3's ,e 234 21e/,e 3 S25 1000 .27 .38 'w 'h 4�h 4a',e 3'/e 3°i a 1?4 4 650 1100 .48 S8 ti ;i 4111,. 5 3 ,e 3e 1e',e t�Yr 5 1000 1100 .53 .82 'h % 5"u 5"+e 4�4 45z 1",e I?4 1000 1250 1.0 1.2 'h I ek 8",e 8'h 5'h 5'/: 231,0 g 1000 1250 1.0 1.4 7 ph-10 Grinnell universal C-claioip universal C-clamp beam clamps fig. 92 (standard throat) beam clamps fig. 93 (wide throat) __T _T SIZE RANGE:% & 1/2 inch rod. ... ""l- MATERIAL: NIalleable iron clamp, hardened steel cup SIZE RANGE: 3/a & '/z inch rod. point set screw and locknut. MATERIAL: Malleable iron clamp, hardened steel cup APPROVALS: Ui,derwriters Laboratories/Underwriters point set screw and locknut. Laboratories of Canada listed and Factory Mutual APPROVALS:Underwriters Laboratories/Underwriters approved for NFPA 13 maximum rated pipe sizes. Laboratories of Canada listed and Factory Mutual Complies with Federal Specification WW-H-171 E and approved for NFPA 13 maximum rated pipe sizes. Manufacturers Standardization Society SP-69 Complies with Federal Specification WW-H-171 E and (Type 19 & 23). Manufacturers Standardization Society SP--69(Type 19 SERVICE:Recommended for use under root installations 923). with bar joist type construction, or for attachment to the SERVICE:Recommended for use under roof installations lop or bottom flange of structural shapes where the with bar joist type construction,or for attachment to the vertical hanger rod is required to be offset from the edge top or bottom flange of stru turas shapes where the of the flange and where the thickness of joist or flange vertical hanger rod is required to be offset from the edge does not exceed 1 w4 inches. of the flange and where t.ie thickness of joist or flange HOW TO SIZE: Size of clamp is determined by size of does not exceed 3/4 inch. rod to be used. HOW TO SIZE: Size of clamp is determined by size of INSTALLATION: Follow recommended set screw rod to be used. torque values per MSS-SP-69. INSTALLATION: Follow maximum recommended set FEATURES: screw torque values per MSS-SP-69 0 They may be attached to horizontal flanges of structural FEATURES-. members in either the top beam or bottom beam • They may be attached to horizontal flanges of structural positions. members in either the top beam or bottom beam 0 Secured in place by a CLIP-pointed Set Screw tightened positions. against the flange.A Jam Nut is provided for tighten- • Secured in place by a cup-pointed Set Screw tightened ing the Set Screw against the Body Casting. against the flange. A Jam Nut is provided for tighten- 0 Thru tapping of the body casting permits extended ing tt.3 Set Screw against the Body Casting. adjustment of the threaded rod. • Thru tapping of the body casting permits extended 0 Wider throat for attaching to flange with up to 174" adjustment of the threaded rod. thickness. ORDERING: Specifv rod size, figure number, name of ORDERING: Specify rod size, figure number, name of clamp, clamp. loads 0 weights loads 9 weights maximum maximum weight ad recommended weight rod max recommended map (apipitax.) size load,1b six too!—:LA—dL-1b*-&t�tCm We.each A tID �batt size pipe It A % 4 500 1 250 .34 4 1 5()o 250 1 .41 1/2 a 1 950 760 63 1/2 8 1 950 760 75 M maximum temperature of 450°F 6 Maximum temperature of 450°F dimensions (inches) dimensions(inches) rod Md I I I sizeH A F H _L - L� size a t 0 E A c 21 Y2 Ift 113 1/t t1r,e 211 32 Y2 ph-33 sway bracing quick clamp .. quick clamp-u-g s:yie may brace pipe attachment -standard sway bract pipe attar-hn-er,t-heavy fig.22O UL fig. 22OG C SIZE RANGE: 1 or 1-1/4 vx;h sway Lrwe pie; 1 thrr.,uch 4 SIZE RANGE: } or 1 1/4 rdi sarny brace pie; 4 tf,rcugh 8 inch braced spanker pipe. ir&traced spunkier pie. MATERIAL: Cc4d drawn steei, stainless cr gahiarized tpcn MATEN1.'1L: Carbon s;;---1, s irJess of ga,-an¢ed upon request. rer4cj e,,4. ONISH: Eare slar>d<ard,others tpcn reel:. FINISH:E-2re standard,ott-er upcn rerq-'uer' SERVICE: Intend fcr lateral hcrtrcntJ pie bracing agair—d SEf1V10E. intended for lateral hcnzcr3aj pipe ty�;-g as pjrs: sway and seismic c5sttTt ince. sway and,,eismr-dcs:urt ance. \PPROVALS: UnderNriteas Lzbcratcxies feed and bad APPROVALS: Underwriters Laboratories lusted and {cad .ated(see+rl:le'r1�rz atlaticn its). G;rer,.-!Iy meets or rated(see table,in irs,Jlatko rvs r ',icrs). Gene-rally meets cr exceeds I"FPA 13 aLwned Iced table req-jen en for 40 exceeds NFPF, 13 assigned lord regtarem er}ts for 40 foci foG braced FFR w,ans. Exceed, Icad remirements for 112 braced pipe st;ans. Exceeds Iced rec;uirernerU for 1/2 the the we.-,h of 40 feet ct braced pipe. UL to 1.5 time's weigh of 40 f-.�tA cf braced pipe. UL tested to 1.5 tirnes rated Vcad. rated 1cad. INSTALLATION: May be inwa!{ed witt-c+.1 disa_ sarrtty. ';INSTALLATION: May be is aa.'led wdrCA1 desa<: ly. Tighen two torque limiting nuts until hex break ctf. This Tgnein bctts ur4il clamp ears touch. This assures proper assures pro W tersicn in camp(see instalbiicn ir>strt-x--icrs). tension in ctn-p(see installation irs.nr'iors). FUTURES: Thre, s din. When used with the Fig. FEATURES: Threadfe s de�ign. when !reed with the Fig 2^5 Ouick End,tf reading J sway brac=e pace IS Unnecessary. 22S Quick End,threading of TN-ay brace pipe is ur oder' Brace pipe's may be a-1 to k-�r at the job see Brace p¢-es may to W to ler' at the jab see. • May be tightener-; with a single wrenc • Requires no friction tetween brace and braced pipes. • N!.-3y be installed after both sway brace and braced Clamp holds full rated load even when loose. sprinkler pipes are in place. • %lay be installed after sway brace and braced • May be visually inspected: clamp iF �rcperly installed sprinkler pipes are in place. when nut ends are twisted cff, • May be visually inspected: clamp is properly installed when clamp ends touch. dimensions Cinches) .weights.packaging dimensions Cinches).weights. packaging tx= Odle mt�r i brre+d brace m-Tars:l.a--" 1 pipe Pipe si=r weight i number piee pive tttickrxMM weft ht number Mbm eca rod di of Pr." We site by (aoorvx) mCi Pats A 8 c !:s ea per box A B width JbFL sa I Per box ^ 2 1 0'�' so 4 1 1ti x 1 50 2y vax 1 2'3 3 t I ?Vj I 0.96 50 6 _ 1 A.x 1 A 1 I 1.12 SJ 6 1 PA Y. 1 2 14: 1/1 I O.P-5 I S7 4 VA I V4 x 1 I 21.4 I sc _ 2- 1!a 1.11 0.93 4 5 1!s Nr x 1 2 _ `4 3 14. 3S 1 — _so 6 ty: Y4 x 1 278 i x A 1W I s I 1.16 x 8 I 14. I 14 x 1 I 2?5 X, �_ TOPCO.974 Griffin Stmt.Grover Beach,CA 93433.(805)473-1535.FAX(BCE)473-1536 I I ,I sway bracing I quick in-line quick in-line ti-g styte longitudinal sway brace pipe ttactlment- sway brace pipe attacht•mnt heavy standard fig. 230E fig. 230 �'{ou ill T =- A _ SIZE RANGE: 1 thrcugh 4 V& braced sprinkP.:r pip: 1 or SIZE RANGE: 4 thrcugh 8 n& traced sprinkler pipe: 1 or 1-1/4 inch sway brace pipe;. 1-1/4 rch s:.ay grace pipe;. MATERIAL: Carbon steel,other materials ut:.-%n request. MATERIAL: Carbon steel.ct1-Ier materials upon requesi. FINISH:Black standard,other finist�s upon request. FINISH:Black slandard,other finishes upon request. SERVICE: Intended fcr IcNitudiral horizcfital pipe btacing SERVICE: intc-nded for kx)gitudrol hxi<rxitnl pipe bracinguit against sway and seismic distance. against sway and seismic.distLztance. APPROVALS: Underwr>ters Lalxxatodes listed and load APPROVALS: Underw1em Laboratories fisiei and icad rated (see table in bion i�nx�bns . Qeneralh meds rated see table in fnstallat n i>sinx�lu�sl. r meet: NFPA 1.3 assigned Iced rec;uirernerts and)exc,= FPA 13 NF''r A(13 assigned bad requre meats and exceeds NFPA 13 bad requirements for 12 the weight of 80 feet of bmced load requirements for 12 the weight of 80 fed of braced sprinkler pipe UL tested to 1.5 times rated bad. sprinkler pipes UL tamed to 1 5 time-n rated koaci. INSTALLATION: PLacie the large clamp or the spdnkler INSTALLATION: Place the large clamp i the sprinkler ppt� Irzert the sway brace pie in line with the sprinkler ppe. itpp� Insert the Tway brace ppe in Fine with tt.a sprinkler pipe. T� Fin the bc-?t through hath camp parts firut, then the other T en the bolt through both clamp parts W,, then the oU1er bolt, both until the ears touch. This assures proper tension in bcA, both until the earn toL&L This assures proper tension in clamp(see instatlaticn irurtiors). ct mu ip(see installation if>vinlc�icYts). FEATURES: T nr�.adless design. When use with the Fig. FEATURES: Threadless design. When used with the Fig. 225 Quick End,threading of sway brace pie is unnecessary. 225 Qul:k End, threading of sway brace pipe is unnecessary. Brace pipes may he cut to length at the job site. Brace pipes may be ctrl to length at the job site. • Requires no additional parts for installation, such as a • Requires no additional parts for installation, such as a riser clamp or a lateral sway brace riser clamp or a lateral sway brace. • Sprinkler clamp is speciffically designed for longitudi- • Sprinkler clamp is specdfically designed for longitudi- nal sway bracing. nal sway bracing. • May be visually inspected: clamp is properly installed • May be visuaily inspected: clamp is properly installed when clamp ends touch. when clamp ends touch. dimensions(inches).weights.packaging dimensions(inches).weights.packaging bated sw.ry -r-p cramp braced sway sprinldrr SWJYb*'.`e srxinider trace autmA n4iArial weight nircnbrr srxvikra beige pipe ciarnp Dnp weight I Member pipe we pipe size cuckrws. ftclv+ess (fox) or P� PiPP pipe size tivcfcvsg ttucic�ss ! (aprxax) Paris A B tw width I by width lbs as per box A 8 by width by width bb ea per box 2 1 IV x 1 �. 1 1 25 4 1 by x 2 Ydx 1 235 1 1s 2S4 1 14 x 1 I 1u x 1 1.08 20 5 1 V& x 2 tit x 1 369 1s 3 1x 1 1 1 19 20 6 1 %ia x 2 M, 3.06 15 4 1 til,x 1 I V&x 1 161 15 8 1 W x 2 11.x 1 487 10 2 1!. x 1 tiu x 1 109 25 4 1Vi til. x 2 VA x 1 2s4 15 117 25 5 2'8 15 3 r.: w x 1 w x 1 129 20 6 Itis s1. x 2 �x 1 3.15 15 4 tI, Pox 1 W x 1 1.71 is A 16 V. x 2 wx 1 496 10 ph-39-c TOPCO.974 Gritfin Street.Grmver Beach,CA 93433.(3t)5)473-1535.FAX(805)573-15.16 sway bracing :quick end-m quick end•u- G style sway brace structural attachment-standard sway brace structural atl ichn-ent -heavy fig.225 fig 225G Ul UL i r L_ - O 'A _ J — - - BOLT SIZE RANGE: 1 or 1-1/4 itch sway brace pipe; 1/2 to 7/5 SIZE RANGE: 1 or 1-1/4 Tach sway brace ppe; Up to twee structural fasteners. 1/2 to 7/8 struItval fasteners. MATERIAL: Carbco steel, stainless or gafmr zed upon MATERIAL: Carbon steel, stainless or gaNrartved Leon reyte!-4. request. FINISH: Black or galvanized, furnished black unless other- FINISH: BLwk or gahartized, fuprtis t 13ck +mless other- wise specified. wise sT)ec¢ed. SERVICE: Intended for attachment of a lateral or bngdudnal SERVICE: Ir :erxied for attadhrnertt of a lateral or bngitudir" sway brace pip? to the bulling stn.;,.tuue. Part of a sway sway braca pipe to the building structure P aii of a sway brace wtich includes a sway brace pipe and a brave rxd msse wtui� a sway txWe and a sway brace pipe aitacfinend. Usad to brace a fire sprinkder sway brace� hicfh attachn-"t. Used to trace a fire sprinkles sy:34ern against horizontal sway and seismic dissturbarre. sylsm against honizorta swkay and seismic disttat><artce. APPROVALS: Underwriters Laboratories listed arri bad APPROVALS: Underwriters laboratories fisted and load rated(see table in irslz�llation instrui tionss).Generally meets or rated(nee table in insLzAafion instructions).Generally meets or exceeds NFPA 13 assigned bead table requirements for 40 *exceeds NFPA 13 assigined load table recjuhTne.nts for 40 foot lateral or 80 foot longitudinal braced pipe spars. Exceeds foot lateral or 80 foot longdu deal braced ppe spans. Exceeds bad requirements for 1/2 the weight of bracLA pipe fir these bad requirements for 1/2 the weight of braced pipe for Unese spars. UI-tested to 1.5 tunes rated bad. spans. UL tested to 1.5 tines rated bad. INSTALLATION: Attradwn to the building structure with a INSTALLATION: Attaches to the bu&fting structurp,mth 1 to single fastener, accommodates 1/2 to 7/8 in. dia. fasteners. 3 fasteners, acccrtvTxxi tes 1/2 to 7/8 in. dna. May be May be swiveled to orient the poo as desired. Sway grace swiveled to orient the pipp as clEsvrA. Sway brace pipe is pipe is secured by tightening&arnp ears urdl they touch. This secured by tightening clamp ears until they touch, assuring assures proper tension in clamp(see installation instructions). proper tererxn in clamps(see installation irtetructiorts). FEATURES: Threadless sign. When used math a Fg.220 FLA rURES: Pveadless desW. When tied with a F-g. 220 Quirk Clarnp, threading of sway brace pipe is unnecessary Quick Clamp, threading of sway trace pipe is unrrxessary. Brace pipes mkiy be cut to length at the job site. Brace pipes may be c l to liength at the pb site. • May be visually inspected: clamp is properly installed • May be visually inspected: clamp is properly installed when clamp ends touch. when clamp ends touch. • Oversized pipe ends slide easily into the fitting. May • Oversized pipe ends slide easily into the fitting May be tightened with a single wrench. be tightened with a single wrench. • Structural attachment fastener hole is provided with a • 3 structural attachment fastener holes are provided knockout to accommodated 1/2 inch through 7/8 inch with knockouts to accommodated 1/2 inch through diameter fasteners as required 7/8 inch diemeter fasteners 3s required. dimensions(inches).weights.pxloging dii aensions(inches).weights.packaging hdL& wvay brace rn.��xi.->l: r�: hode� c1h: weight rxmbi awry m:�tid: ��r� Es ait de� welgrd rvanber pipe um 1l,Iav,ess tries= la� (approx.) of part• pipe�n J*+ness t kk-e a i larockmA (am% X of partill A by w+dth by width h or out bm er; per box A by width try wi-nh I In or out is e4 per box t Nu x t tti)r 2 N, 'h I 0 E I 50 t K.x 5 i 45,x2 K. 4 'HB 20 — tv. wX wX W Ti 0Cie 5) I 1 . wx5 K.x2 x, w 203 I 3J ph-39-b M_ TOPCO.974 Griffin Street.Grover Beach,CA 93433.(2305)473-1535.FAX(805)473-1536 O f - 0.�'lCL F. --- i re I vJ U OR Q. @ / s r G�\A l h —�•-ti \ c C . �' ` 1 Y EDF TIGARD AppravgtS::.........._.................. ....... .. -- 1 ;�s►dlUanaliy Approvad..... ... ._ � -- - — -- — •,.., . :►r only the rM. sf,(i Irl M... .. 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