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13116 SW ST JAMES LANE EARTHQUAKE MOTION PER C,AB.0. 12 IGNI rION SOURCE SHALL BE MINIMUM 18" A50VE THE SPAC GARAGE FLOOR LEVEL PER C.A.5.0. 9. PRO, H2.5 13 PROvIDF- COMMSTION AIR TO FURNACE AND WATER 10. PRO, HEATER. 14 DRYEh? - PROVIDE VENT TO OUTSIDE AIR, MAXIMUM 11. PRC7' LENCxTH OF DR`I'ER'. VENT SHALL BE 14ft INCLUDING ELEC TWOg0' E L15OW5. 12. INST,i O S QU I RE D AS SHOWN @ ON ANY 15 SM01<E DETECTR$ RE PURN THE PLAN.` DETECTORS TO 'BE INTERCONNECTED AND POWERED BY PREM18E WIRING AND HAVE BATTERY 15,4CKUrm PER C.A.5.0. INSULA" fro PROVIDE CSI 0UTLET9 IN KITCHEN, BATHROOMS, 1. EXCE AND GARAeSE. t� 2. ALL THAI 3. PRC 4. fmRC THE 5,ALL �o.ALL S, 2-08 15QFlo'* . HouSE PGVS o H I s P.S - M I SCEI M , e ON G 7..45S 5Q a' I, ALJ w 51 Gov0R GG AR AL 3. P� ENC 4. EA UJI7 THF 5_ AL (u l Ar 7. AL TW ELM 1 LC ' 9. A' P, RE�I ��N A Sro ._._.. . . a ( to (4 Q Ai �,✓ i tow, kAV �N RI DGINA '►�.'•^M' 'p�'�QC>:s�n�.Fn•.�,t�r,n.r..�.�eT.7Y"'r�'},-. .tiy�,�.ti+!J��?:. ,��;ttp,Zfl�a.�';,'rIJ�J,�:'ML�>7.�...•�� .'.,..'.�rnr•tn,'SNMMVM+'1C�,f[fY►�'7t�17{�'71�'i ., 1 � , �.�;�-.. 1�r ��F!�Tn,,�tw:cty+*rW^•m:r�:T:5iA . � t-�. - .. .. ,. ..... ..... .. •:dN� ��. � =R.rp:-R.�r f'�"/F`�;;f i NOTICE- IF THE PRINT OR TYPE ON ANY TI-I III I ( I I I I I I I III III III I I III III I l f III III III III III III III III III III III I I III III TIT I I I I ! III III III III III III III III 1 11 1 1 1 1 1 1 1 1 1 11 1 1 1 III III III IIIA I i I I I I I I I � i I I I I I . I I I I �, � I 1 3 4 I �, 0� IMAGE S NOT AS CLEAR AS THIS NOTICE, J 6 7 9 lQ l l 1 �� `"7 ITIS DUE T O THE C„ ALITY OF THE No.36 �� �; •• ORIGINAL DOCUMENT ItILT9z9T l,Illlillll .IIIIIIIIIIII,Illlllllllllllllilllllllllll�l ll� lllllil llllllllllllll.11 11 1.11llill�l�11 ,i , ZA (_ A-5 . 18'-10" - - - - ' I i F - 77 I ... • I C RAW L - I PROVIDE 18"X24"ACCESS ! I r� w h c WH z e h LL. ✓ I I _______� _ .. _ _ _ _ _ - z W4 H a o I x 8"MAX RISER (2)2X12 HDR Z m 10"MIN TREAD RAISE 0 o ID IGNITION 18" l. 4 I I OVER FLOOR r- V% I i /5-118 X 10.5 GLULAM JOIST FJ1 wIv 01 I I - -- 6-3 -- - -� - - I I Io - 1 � - --�_------ -{gyp---- �' --- - 2668 SC 28-68 I WCLG N t_ I I 2_X 12 l HDR Irkv N � 6-314 X 13.5 GLULAM BM 8-3/4 X 13.5 GLULAM BM j 4 � FB8 F65 /8X8 POSTS, TYP I POINT LOAD / COLUMN CAPS — — — _ - — HU5.25/12 HGR 8'-5 318" -- /,CC88 ,TYP ' I� - - - - - --- - - - - - - (� - - - - - - - - - - - - - - - - - - - uj- - - --- - - - - - -- - � _ - - - - - - - - - �- - 1 ^9,-9" -- - -8,-111!2"--- - - --- - - 10'-11/8° ---- -- - � � - > . It I 47 I\ I \TJI HLBH7114 HGR REO. 6-3/4 X 13.5 GLULAM BM HU412 HGR 1 F67 I m ti �\ I LL 2-2X6 ST r I I ui 6-314 X 13.5 GLULAM BM /UNDER N FURR DOWN 12" I °' FB4 GIRDER FOR ENTRY q O 3-1/2 X 11-1A 2.OE PSL _ V4 FJ3 e I O POINT LOAD% r-' 88 I �� Z - N I I J CD -- -- -- - - -- - - I � - -- - _ _ -I I N I5-1/8X12 GLULAM � 5-118X12 GLULAM I I I I HDR,CON? I 04 CD HDR,CONT I I 70-70 OHD 80-70 OHD I 70-70 OHD 04-..._PT _PT_ PO AL FRAME=PT - 2X8 PT LEDGER W/3/8"DIA X w 2X12 RIM �' U > 3-1/2^LAG BOLTS16"OC I 4X10#2 DF, PT O Q U 2 m 04 uj CD 4X12#1 DF, PT c� F68 LIVING AREA - ---- - �_/_ - - 1552 sq ft uu 7--0" - - --9'-0" --- _ -- I HUC412 HGR, EA SIDE F- 30,,0„ �--------------_---- - - —--------------- —._- C)-----------.. - - ---.--- 46'-0" ---- - — — C 4fRo4 E FLOOR PLAN 5HEARWALL NOTES: 51RACED FANEL D 5GR1 ='�' 1011 •. �"�,.. I- tx WIDTH (2-2x OR 4x) AT EACH v 6 Cox AT PHD8 4 HDIOA) UKO. B.P. BRACED PANEL - 4'-0" MINIMUM LENGTH. l 5/8" DIA. ANCHOR BOLT (SIMP. A301) FRAMING -MEET CODE REQUIP ZMENTS FOR SIZE AND SPACING OF STUDS. 22 4 HtTI& W/ MIN. 15" EMBEDMENT SILL PLATE/ANCHORAGE-PRESERVATIVE TREATED 2x WITH 1/2" DIA. x 10" A.B. At 48" ,TED OTHERWISE. SOLE PLATE/ANCHORAGE- MIN 2x PLATE FASTENED TO FLOOR FRAMING WITH 16d >S SHALL BE LAMINATED TOGETHER COMMON NAILS AT 16" O.C. Q- 2"oc FULL WST. TYP. SHEATHING- MIN 15/32" INDEX. 24/O CDX PLYWOOD, OR 7/16" 2-M-W PARTICLEBOARD (OSB). NO MAY BE SUBSTITUED PROVIDE 2" NOMINAL BLOCKING AT ALL PANEL JOINTS. 116. FASTENERS-8d COMMON NAILS OR 14 G,4x 2" x 7/16" CROWN STAPLES. )OWN$, STRAPS, AND CONNECTORS SON UNLESS NOTED OTHERWISE. FASTENER SP'AC'ING"-6 O.G. ALONG PANEL EDGES, 12" O.C. IN FIELD. PLAN 04 DOWEL W/ STANDARD HOOK INTO i CH HTT22 4 HTTI6 HOLDOWN LOCATION. ? = AM p.PHD8 HOLDOWN LOCATION. Ap. ALTERNATE BRACED PANEL - PER DETAIL DT-I A DT-1 3000 :ACH HDBA , 4010A HOLDOWN LOCATION. SBL. STUDS UNDER GIRDER '- ,RING POINTS 1/8" DIA. ANCHOR BOLT ( SIMP. A301) )8A, HDBA W/ MIN. 20" EMBEDMENT kEV 7-31 -- TED OTHERWISE. DATE: J 4T5 ON EA. SIDE $HALL BE OFFSET TO FALL FOUNDATION/BSMT .NT FRAMING MEMBERS AND USE 3x MEMBER AT 4t AND SILL PLATE (STAGGER NAILS EA. SIDE). VERIFT ALL SEAM 5IZE5 AND L.OGATION5. _ING 15 CALLED OUT at 2"00, USE .3x MEMBER " + •� TRU55 LOCATION AND' POINT LOAD5. VERIFY GIRDER VERIFYALL THE FOOTING PAD LocAT1oN AND SIZE. SEP tj f; tu02 f, A _. 3 *(Ku UL I0, %`., -, NOTICE: IF THE PRINT OR TYPE ON ANY 711 ilr III III 111 III 111 1 � I � 11 � � I � � IIIIII IIS II , SII SII � I � � I � � I � � I � 111 lil 111 � I � � I� SII � I � 111 III III Ill III III I I Ili III 111 I I III Ill III III III III IIII I 1 owl IMAGE IS NOT AS CLEAR AS THIS NOTICE ITIS DUE TO THE QUALITY OF THE _ No.36 o• - � '.; ORIGINAL DOCUMENT Aj— Z -��zz sz �� ++ u �t IEI zt tt t 8 8 L �9 9 1�Ilii IIIIIIIIIIII�IIIIiiIIIIIIIIIIIIIIIIIIIIIIIIII 11111 I SII I �► 1 iI I II ili IIIII�IIII�I►I III III, I�,I III Il IIIIII�lilllllllllll.��1II IIII IIII► �� ► � 1 I Il�illlllll IIII III► IIII I�II�IIII U� 11 Ill►1111111ll lllll.11�l ll ll I i Y 1• • • •♦ • • f 0 • • • • • • • • • • • ••• • • • • • ••• i o O I i - -UP a r � I II Ii 1 , i 1� I J ' UP--] e hal� - of -1vderf •or 'P41 N01 ICE: IF THE PRINT OR TYPE ON ANY ISI III III III IIS III III III III III III I I ' III III Ilf III III III III I I III III 1111111 1111111 III I I III III III III III III III ' I I III lil 1111111 III lil Illilll III III ' IIIIIII �, JI1I IJ12 IJI JI4I - -IJl IJI � IMAGE IS NOT AS CLEAR AS THIS NU-fICE, ITIS DUE TO THE QUALITY OF THE Na.38 �j°�'_^'!`• IIII III� 9t111� TziZOZ 68�Ltt I 6 l9! 11111111 llliORIGINALDOC1MENT I � IIJi► II1IIIIlLi S Z �t7g�11N ll Ll I�IIIII�N111 13116 SW St James Lane SEE 35MM ROLL # 20 FOR OVERSIZED DOCUMEN T CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503) 639-4175 MST `--- INSPECTION DIVISION Business Line: (503) 639-4171 BLIP —. — Receiver) Date Requested -- AM---- PM BUP _ Location 2—Z�__a.f �- 0� - Suite__ MEC Contact Person —_.__ --- Ph(.-. ) ._- PLM Contr r .— Ph(- SWR Tenarlt/Owner ELC - Footing ELC - Foundation Access: Fig Drain ! .1L- ELF! - Crawl Drain —_�,�tJ_ SIT _ Slab Inspection Notes: Post&Beam - - Shear Anchors e;/7,eCZ<() 26'0 •Z f �'/( Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling Root Ot r: in ASS PART FAIL _- - Post&Beam Under Slab - - - - Rough-In — Water Service - - - Sanitary Sewer -- Rain Drains Catch Basin/Manhole Storm Drain Shower Pan Pan _. --- Other: --- --------_- —._� S PART FAIL-- ----------- Post&Beam Rough-In ---------___..------------ --,—_---__--...------- Gas Line Smoke Dampers PART FAIL Service Rough-In - ---------- - . UG/Slab Low Voltage Fu4LAlarm i Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. ASS ' ART FAIL S -__ -- F] Please call for reinspection RE:_ �_� Unable to inspect-no acc3ss /f Fire Supply Line C �t c� ADA Date C --�-- Inspector Ext Approach/Sidewalk Other. _—.-___-- Final DO NOT REMOVE this Inspection record from the Job site. PASS PART FAIL CITY OF TIGARD 13125 S.W. HALL BLVD. TIGARD, OR 97223 IMPORTANT PERMIT NOTICE ADVENT CONSTRUCTION LLCG� 18710 SW VINCENT ST 3 �QQZ ALOHA, OR 97007 ING 0019\00 Electrical Signature Form Permit #: MST2002-00361 Date Issued. 9/10/02 Parcel: 2S 109AB-11100 Site Address: 13116 SW ST. JAMES LN Subdivision: RAVEN RIDGE Block: Lot: 040 Jurisdiction: TIG Zoning: R-7 Remarks: New S/F detached, Path 1. Your company has been indicated as the electrical contractor for the permit indicated above. In order for the electrical permit to be valid, the signature of the supervising electrician is required. Please have the appropriate individual from your company sign below and return this Electrical Signature Form prior to the start of the work to the address above, ATTN: Building Division. No electrical inspections will be authorized until this completed form :s received OWNER: ELECTRICAL CONTRACTOR: VINTAGE HOMES NW ADVENT CONSTRUCTION LLC 12673 SW TERRAVIEW DR 18710 SW VINCENT ST TIGARD, OR 97224 ALOHA, OR 97007 Phone #: 503-312-0759 Phone #: 503-259-2548 Reg #: FLE 341-MR uc 153338 SUP 23355 AN INK SIGNATURE IS REQUIRED ON THIS FORM n Signature of Supervising EI ctrician If you have any questions, please call (503) 639-4171, ext. # 310 MASTER PERMIT CITY OF TIGARD PERMIT#: MST2002-00361 DEVELOPMENT SERVICES DATE ISSUED: 9/10/02 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 SITE ADDRESS: 13116 SW ST JAMES LN PARCEL: 2S109AB-11100 SUBDIVISION: RAVEN RIDGE ZONING: R-7 BLOCK: LOT: 040 JURISDICTION: TIG REMARKS: New S/F detached, Path 1. BUILDING NF:ISSUE. STORIES: 3 FLOOR AREAS REQUIRED SETBACKS REQUIRED CLASS OF WORK: NEW HEIGHT. t+ FIRST- 1,596 of 13AS—MENT: 0.00 at LEFT- 5 SMOKE DETECTORS: Y TYPE OF USE: SF FLOOR LOADSECOND: 1.323 at GARAGE: 1,349 at FRONT: 20 PARKING SPACES: 2 TYPE OF CONST: 6N DWELLING UNITS: I FINBSMENT. at RIGHT: 5 VALUE: S 304,405 30 OCCUPANCY GRP: R3 BORM: 4 BATH: :I TOTAL: 2 919 00 at REAR: 31 PLUMBING SINKS: I NATER CLOSETS. I WASHING MACH: 1 LAUNDRY TRAYS: 1 RAIN DRAIN: 100 TRAPS: LAVATORIES: 5 DISHWASHERS: I FLOOR DRAINS: SEWER LINES: 100 SF RAIN DRAINS: 1 CATCH BASINS: TUB/SHOWERS: I GARBAGE DISP: 1 WATER HEATERS: I WATER LINES: 100 BCKFLW PREVNTR: 1 GREASE TRAPS: OTHER FIXTURES: MECHANICAL FUEL TYPES FURN<t00K: BOIIJCMP<3HP: VENT FANS CLOTHES DRYER: 1 GAS FURN>•100K: I UNIT HEATERS. HOODS: I OTHER UNITS: 1 MAX INP: btu FLOOR FURNANCES, VENTS: I WOODSTOVES: GAS OUTLETS: I ELECTRICAL RESIDENTIAL UNIT _ SERVICE FEEDER TEMP SRVC/FEEDERS BRANCH CIRCUITS MISCELLANEOUS ADD'L INSPECTIONS 1000 SF OR LESS: 1 0 - 200 amp: 0 200 amp: W/SVC OR FOR: 1 PUMP/IRRIGATION: PER INSPECTION: EA ADD'L 500SF: 7 201 - 400 ama: 201 - 400 amp tat W/O SVCIFDR: 00 SIGNIOLIT LIN LT: PE14 HOUR: LIMITED ENERGY: 401 600 amp: 401 600 amp: EA ADDL BR CIR: SIGNAUPANEL: IN PLANT: MANU HWSVCIFDR: 601 • 1000 amp: 601.amps•1000V MINOR LABEL: 1000+amp/volt PLAN REVIEW SECTION Reconnect only: >=4 RES UNITS SVC/FDR> 225 A.! >600 V NOMINAL: CLS AREAISPC OCC: ELECTRICAL•RESTRICTED ENERGY A.SF RESIDENTIAL B.COMMERCIAL AUDIO 6 STEREO: VACUUM SYSTEM: AUDIO&STEREO FIRE ALARM: INTERCOMIPAGING: OUTDOOR LNDSC LT: BURGLAR ALARM: OTH: BOILER: HVAC: LANDSCAPEIIRRIG: PROTECTIVE SIGNL: GARAGE OPENER: CLOCK. INSTRUMENTATION: MEDICAL: OTHR: MVAC: DATAITELE COMM. NURSE CALLS TOTAL a SYSTEMS Owner: Contractor: TOTAL FEES: $ 8,021.09 VINTAGE HOMES NW VINTAGE HOMES NW This permit is subject to the regulatiWIS contained in the 12673 SW TERRAVIEW DR 7053 SW LOLA LANE Tigard Municipal Code,State of OR. Specialty Odes and 12673 S,OR RAV 7053RD,OR 97223 all other applicable laws. All work will be done in acoordance with approved plans. This permit will expire B work is not started within 180 days of issuance,or if the work is suspended for more than 180 days. ATTENTION: Phone: Phone: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set Reg N: LIC 16766 forth in OAR 952-001-0010 through 952-001.0080. You may obtain copies of these rules or direct questions to OUNC by calling(503)246-1987. REQUIRED INSPECTIONS Eroslon Control Insp 8, Wtr Proofing Bsm't Wa Footing/Foundation Dr; Electrical Rough In Gas Line Insp Water Line Insp Grading Inspectlon Post/Beam Structural PLM/Underfloor Framing Insp Gas Fireplace Sprinkler RoughIT) Sewer Inspection Posl/Beam Mechanica Mechanical Insp Shear Wall Insp Insulation Insp Sprinkler Final Footing Insp Underfloor insulation Plumb Top Out Exterior Sheathing Insl Rain drain Insp Appr/Sdwlk Insp Foundation Insp Crawl Drain/Backwater Electrical Service Low Voltage Water Line Insp Electrical Final Issued By ' �/. ._. [, � )(i Permittee Signature : 'L1) Call (503) 639-4175 by 7:00 p.m. for an inspection needed the next business day CITYOF TIGARD SEWER CONNECTION PERMIT DEVELOPMENT SERVICES PERMIT#: SWR2002-00239 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 9/10/02 SITE ADDRESS; 13116 SW ST. JAMES LN PARCEL: 2S109AB-11109 SUBDIVISION: RAVEN RIDGE ZONING: R-7 BLOCK: LOT: 040 JURISDICTION: TIG TENANT NAME: USA NO: FIXTURE UNITS: CLASS OF WORK: NEW DWELLING UNITS: 1 TYPE OF USE: SF NO. OF BUILDINGS: INSTALL TYPE: I_TPSWR IMPERV SURFACE: Remarks: Sewer connection for new S/F Owner: — FEES -- VINTAGE HOMES NW Type By Date Amount Receipt 12673 SW TERRAVIEW DR TIGARD, OR 97224 PRMT CTR 9/10/02 $2,300.00 27200200000 INSP CTR 9/10/02 $35.00 27200200000 Phone: 503-312-0759 Total $2,335.00 Contractor: Phone: Reg#: Required Inspections This Applicant agrees to comply with all the rules and regulations of the Unified Sewage Agency. The permit expires 180 clays from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. If riot so located, the installer shall purchase a "Tap and Side Sewer' Perm Issued by: __..� Permittee Signature: , - �- Call (503) 639-4175 by 7:00 P.M. for an inspection needed the next business day Builainz Permit AimlicationUSE-ONLY .�-- Recei d [iwlJuig Permit No.: ` -tn636,1 Cit of Ti and ' ' h Planning Approval Other �. y g I est Form Date/By: PermitNo.:&Q1' x -0 v! 13125 SW Hall Blvd. Plan Review L f Other 'Tigard, Oregon 97223 Datc/B3 : � - '� y Permit No.: Phone: 503-639-4171 Fax: 503-598-1960 Post-Review ;t I 0 ,v L Land Use Datc/n : Case No. Internet: www.Ci.tigard.or.Us Contact —� luris.: Srr Pagc 2 for 24-hour Inspection Request: 503-639-4175 Namc/Method: T( (0, Su Icmrntal Informatlon fF TYPE OF WORK REQUIRED DATA: I ew construction Demolition 1&2 FAMILY DWELLING III-Elnddition/alteration./re placement Other: CA'T'EGORY OF CONSTRUCTION Note: Permit fees$are based on the total value of the work performed. Indicate I & 2-family dwellin 1 — Commercial/Industrial the value(rounded to the nearest dollar)of all equipment,materials,labor, overhead and profit for the%work indicated on this application Accessory Building _am_ Multi-}",amily_ ,3oqVV5' e Lj Master Builder Other: Valuation......................................................... S,3=54" JOB SITE INFORINATInN and 1 nrATION No.of bedrooms: Y_ No.of baths:?- VZ _ Total number of floors................1�......... . . Job site address: / [t�,. i F _ -- — -- New dwelling area(sq. tt.).......� ... . � Suite#: Bld ./A.t.#: -- _ — Garage/carport area(sq.R.)... '...... Project Name: ^t/ �J ,Q, _ Covered porch area(sq. ft.)..........d...... Cross street/Directi ns to job Site: l Dcck area(sq. fl.)...........I......... ..... //S 5 u) 6�'• A Fs L n^'r. t v �^"tiS Te�1 Other structure arca(sq ft 1. ... .......... .. ..-.. REQUIRED DATA: COMMERCIAL-USE CHECKLIST Subdivision:'�?��¢,y r _e_ Lotf#_ YU — Tax ma / arcel #: Note: Permit fees•arc based on the total value of the work performed. Indicate DESCRIPTION OF WORK — the value(rounded to the nearest dollar)of all equipment,materials,labor, - ---- overhead and profit for the work indicated on this application. Val �-Id�i.ng�arca. .. ....... ......................... S --- - �- Exists ft.Newfl.)..........................�.� -- Number of stories........... :::..... PROPERTY OWN ER TENANT Type of construction.......,..... ... _ Name: t/IAr A .L - --- Occupancy group(s):�/ ting: _— ��-- New: Address:t 2_e.7 3 S w T jC&A ut t tAj H. City/State/Zip: -r, Ora- 972-7-1/ Phone: 3 t L o T Fax: L Ndl NOTICE: All contractors and subcontractors are required to be — ----- licensed with the Oregon Construction Contractors Board under APPLICANT �^ CONTAC - - provisions of ORS 701 and may be required to be licensed in the Business Name: $A/Vl,< _ f jurisdiction where work is being perfonned. If the applicant is exempt Contact Name: i R Nu W1 _ _ front licensing,the following reason applies: Address: SA," 6 -- - - -- - - Citv/State/Zip: T"i sA R4 Ort 7 z y -- ---- ---- --—— - — Phone: at Z v-7 S 9 Fax: ------ - — ---— E-mail: - BUILDING PERMIT FEES* Please refer to fee schedule. CONTRACTOR _ Business Name: U t Fees due upon application............ ................. S_ Address: -, _. _ — Amount received............................................. City./State/Zip: 5 P11011e: Fax. [date received: CCB Lic. #: --- — — /. Notice: This permit application expire%If a permit is not obtained within Authorized 180 days after It has been accepted as complete. Signature: Date: *Fee methodology set by Tri-County Building Industry Service hoard. 1-19n1>;il 8 ORA itw 00 _ (Please print name) One- and 'hvo-Fan»ily Dwelling Building Permit Applicatior Checklist Itcfcrec.eno. — ---- —---— T-- Assoc' d perm I / Cm„/hKard City of Tigard L g (I�l lectrical lumhin� U echunical Address: 13125 SW I loll Blvd.Tiv;ird.OR 97221 J Other Phone: (503) 639-4171 – Fax: (503) 598-1960 THE FOLLOWING 1 1 FOR PIAN REVIEW Yes l"ib 1j1A I Land use actions eompdeted. ,1i lsdicuun criteria ti►r concuricnt r•vic%k 2 Zoning,Flood plain,solar halan,k points,seismic soils designation,historic di,,iricl,etc. 3 Verification of approved plat/lot 4 Fire district_ _approval required. 5 Septic system permit or aulh,, - ,j, 1,,i remodel. Existing system capacity 6 Sewer permit. _ J �_ 7 Water district approval. 8 Soils report.Must carry original applicable stamp and signature on file or with application. 9 Erosion control U plan U pernit required. Include drainage-way protection,silt fence design and location of catch-hasin protection,etc. 10 3 Complete sets of legible plans.Must he drawn to scale,showing conformance to applicable local and state building codes. Lateral design details and connections must be incorporated into the plans or on a separate full-size sheet atached to the plans with cross 10f0a0n0es hCIWCCtl plan locatwn and details. Plan review cannot he completed if Copyright violations exist. I I Site/plot plan drawn to scale.The plan Haus( show lot and building sca't.a.l.tlnnensions:property comer elevalion',tit thew is more than a 4-I1.elevation diffen•nual,plain must show uatour Imus at 241.intervals):location ofeasements and driveway:footprint ol'structure(including decks);locution of csells/seplt systems:utility locations:direction indicator:lot area;hudding coverage area:percentage of coverage:impervious area_rsisting structures on site:and surface drainage. 12 Foundation plan.Show dimensions, anchor holts,any hold-downs and reinforcing pads,connection details,vent _ size and location. 13 Floor plans.Show all dimensions,room identilication,window si/r, location ol'smoke detectors,water heater, furnace,ventilation fans,plumbing fixtures,balconies ail decks 1011010',aiho%r I�NRIr,etc. 14 Cross section(s)and details.Show all fr mini, member si/es and spaOinp such as –wi beams,headers,joists,suh-Iloor, wall constriction,roof construction. More Ih,u1 One cross section maN he required to clearly portray construction.Show delalils of Al v,ill and roofsheathing,roofing,roof slope,ceiling heicht.siding material,footings and foundation,stairs, _ fireplace construction, therinal insulation,etc. _ 15 Elevation views. Provide elevations for new construction:minimum of two elevations fOr additions and rernodels. I?xterior elevations must Feller( the actual ,Vrade it 11e clant!e in grade is greater 11.111 Inn loot at building envelope. Dull-size sheet addendum',showing foundation elevations with cross references we a00cpU1111c. Ir. Wall bracing(prescriptive path)and/or lateral analysis plans.Must indicate details and locations:for non-prescriptive path analysis provide specifications and calculations to enpineering standards. 17 Floorlroof frandng.Provide plans for all Iloors/roof assemblies,indicating member sizing,spacing,and hearing locations.Show attic ventilation. 18 Basement and retaining Nulls. Provide cross sections and details showing placement of rebar. I`or engineered systems,see item 22,"Engineer's calculations." -- -- 19 Beani calculations. Provide two sets of calculations using current COLIC design values for all beams and multiple joists over 10 feet long rind/or any henm/joist carrying a non-uniform load. 20 Manufactured floor/roof truss design details. _ 21 Energy Code compliance.Identify the prescriptive path or provide calculations. A gas-piping schematic is required for four or more appliances. 22 Fugineer's calculations.When required or provided,(i.e.,shear%%all.root 1oi. h ill 1a (vnped by an engineer or ink 1111A I lirrnsed in l hrgott and shall he shown to he ahpli0addr It)110 1 11111,1 1 1 2; Dive(5)site plans are required feu Item I I ahuvr. Situ pLu1 must 24 Two(2)sets each are required for Items 16, 19,20&22 abor. — 25 Building plans shall not contain red line i or tape-ons. "Mirrored"building plans will he not accepted. 26 "Reversed"building plans must meet criteria outlined in the Penuit& Svstem Dc\-clopment IM document. 27 "Drawn to sc ale" indicates standard architect or engineer scale. 28 site plan to include tree size,type&location per approved projcc•(street tree plan(if applicable),and COT'Street Tree List. Checklist must be completed before plan review start date. Minor changes or notes on submitted plans may he in blue or black ink. Iced ink is reserved for department use only. 11(14614 1MMR''`1i NLY Mechanical Permit Application ' Received Mechanical Date/B : Permit No.: Planning Approval Building City of Tigard T corm Date/By Permit 13125 SW Hall Blvd. Plan Review Other Tigard,Oregon 97223 Date/By: Permit No.: Phone: 503-639-4171 Fax: 503-598-1960 Post-Review Land Use Date/By: Case No.: Internet: www.ei.tigard.or.us Contact Juris Sec Page 2 for 21-hour inspection Request: 503-639-4175 Name/Method: — Supplemental Information. TYPE.OF WORK COMMERCIAL FEF."SCHEDULE-USE CHECKLIST NCw construction Demolition Mechanical permit fees*are based on the total value of the work ❑ Addition/alteration/re)lacement Other: p.rformed. Indicate the value(rounded to the nearest dollar)of all CATEGORY OF CONSTRUCTION :mechanical materials,equipment,labor,overhead and profit. 1 & 2-Family dwellin Commercial/_Industrial Value: S See Page 2 for Fee Schedule [� Accessory Building Multi-Family RESIDENTIAL.EQUIPMENT/SYSTEMS FEE*SCHEDULE. Description I Q(yFee(ea.) Total LJ Master Builder Other: fleaun Conlin JOB SITE INFORMATION and LOCATION Furnace-add-on air conditioning 14.00 Job site address: /3/1(,o,,"�-) T `TA MSS Gas heat pump 14.00 Suite#: _ lild 7./fit.#: __ Duct work 14.00 ProjectName: R p( t/ H dronic hot waters stem 14.00 --- — Residential boiler Cross street/Directions to job site: / / for radiator or hydronic system) 14.00 S w S 7% �A n�J�S G 4 NE IF W/ /l'.1 r"j4d•J n Unit heaters(fuel,not electric) in wall,in-duct,suspended,etc. 14.00 Flue/vent for an of above 10.00 V Subdivision: IZ/� c t l.ot#: Repair units 12.15 �^ Other Fn^.i Ap Ilances Tax map/parcel M _ Water heater _ 10.00 CT DESCRIPTION OF WORK Gas fireplace 10.00 Flue vent water heater/gas fireplace) 10.00 Zia l.o li htcr as 10.00 — Wood/Pellet stove 10.00 Wood fireplace/insert 10.00 _ Chimney/liner/flue/vent 10.00 El PROPERTY OWNER ICITENANT Other: 10.00 Environmental Exhaust&Ventilation Name: e.. iU W ____ Range hood/othcr kitchen equipment 10.00 Address: ('�7�Ss— � cw Ut Clothes dryer exhaust 10.00 ( p Cit /State/Zi r CAR,'-J oa--.q 7 Z i Single duct exhaust Phone: 3 /z o I Y 7 Fax: (bathrooms,toilet compartments, APPLICANT CONTACT PERSON utile rooms) 6.80 Name: ,�- Attic/crawls ace fans __ 10.00 Other: 10.00 Address: Fuel Pring City/State/Zip: (',p ($5.40 for first 4 $1.00 each additional)•• Furnace,etc. Phone: Fax: Gas heat pump " E-mail: _ Wall/suspended/unit heater '+ CONTRACTOR4 _ Water heater " k Business Name: Fireplace so -- ---- .. Range Address: Ra _ +► h City/State/Zip: Clothes d er as so Phone: __ Fax: Other: CCB Lic. #: -- Total: -- Mechanical Permit Fees* Subtotal: $ Authorized Minimum Permit Fee$72.50 S Signature: _ Date:,_--_ Plan Review Fee(25%of Permit Fee) S State Surcharge(8%of Permit Fee TOTAL.PERMIT FEF. S _ (Please print name) Notice: This permit application expires If a permit Is not obtained Nithi-i IAO days alter It has been accepted as complete. *Fee methodology set by Tri-County Building Industry Service Board. Mechanical Permit Application - City of Tigard Page 2 - Supplemental Information Commercial Fee Schedule: Total Valuation: Permit Fee: $1.00 to$5,000 00 Minimum fee$72.50 $5,001.00 to$10,()00.O0 $72.50 for the first$5,000.00 and$1.52 for each additional$100.00 or fraction thereof,to and including$10,(K)0.00 $10,001.0:to$25,000-00 $148.50 for the first$10,()00.00 and $1.54 for each additional$100,00 or fraction thereof,to and including _ $25,000.00. $25,001.00 to$50,000.00 $379.50 for the first$25,000.00 and $1.45 for each additional$100.00 or fraction thereof,to and including $50,000.0(1. $50,001.00 and up $742.00 for the first$50,000.00 and $1.20 for each additional$100.00 or fraction thereof'. Assumed Valuations Per Applienee: Value Total Description: t Ea Amount Fumace to IOG,UOU BTU,including 955 ducts&vents _ Fumace>100,000 BTU including ducts 1,170 &vents Floor furnace including vent 955 Suspended heater,wall heater or floor 955 mounted heater -- Vent not included in appliance perrnit 445 Repair units 805 <3 hp;absorb.unit, 955 to I OOk BTU - 3-15 hp;absorb.unit, 1,700 101k to 500k QrrU — 15.30 hp;absorb.unit,501 k to 1 mil. 2,310 BTU 30.50 hp;absorb.unit, 3,400 1-1.75 mil.BTU >50 hp;absorb.unit, 5,725 >1.75 mil.BTU _Air handling unit to 10,000 cfm — 656 Air handling unit>10,000cfm 1,170 Non-portable eva orate cooler _ 656 Vent fan connected to a single duct 446 Vent system not included in appliance 656 ertnit I lood served by nmchanical exhaust 656 Domestic incinerator 1170 Commercial or industrial incinerator 4,590 Other unit,including wood stoves, 656 inserts,etc. Gas piping I.4 outlets 360 Each additional outlet 63 TOTAL.COMMERCIAL $ VALUATION: _ OFFICE IISE ONLY l'lurnbing permit ADDlication ,te�e;ved ' Ptumbmg Date/B U� Permit No.: � Planning Approval Sewer ,ItY OfIrl aCtTest Form Date/13 : PermitNo.: 13125 SW Hall Blvd. Plan Review Other Tigard,Oregon 97223 Datc/B : Permit No.: Phone: 503-639-4171 Fax: 503-598-1960 " Post-Rcview Land Use Date/By: Case No.: Internet: www.ci.tigard.or.us Contact Juris.: See Page 2 for 24-hour Inspection Request: 503-639-4175 Name/Method: _ Supplemental Information. _ TYPE OF WORK _ FEE*SCHEDULE(forspecial information use checklist) Newconstruction Demolition Description tity. Feefca.) 7'otal Addition/altcration/re placement Other: New 1-&2-family dwellings Includes 100 ft.for each ulllil�connection CATEGORY OF CONSTRUCTION SFR(1 bath 249.20 1 & 2-Famil dwelling I Commercial/Industrial SFR 2 bath 350.00 Accessor Building Multi-Family SFR 3 both 399,00 Master Builder ❑Otltcr; Each additional bath/kitchen 45.00 JOB SITE INFORMATION and LOCATION Firc sprinkler-sq. fl.: Pa c 2 D Job site address: /3114 �,u �)r "Tf!/Ltf� Site Utuitles Suite#: B1 ,./Apt#: Catch basin/arca drain 16.60 Ur well/leaachch lline/trench drain 16.60 ProjectName: _t Y-t- __ Footing drain no.linear fl. Pa c 2 $" Cross street/Directions to job site: p ), Manufactured home utilities 110.00 5 w s -Zr -,,s G.a"-r 41t�vH � Manholes 16.60 Rain drain connector 16.60 Sanitary sewer(no. linear ft.) Page 2 _ Subdlvisiott: ,oV�CN Storm sewer(no. linear ft. Page—�--- Water service no. linear tl. Page 2 5 Tex map/parcel#: Fixture or Item DESCRIPTION OF WORK Absorption valve 16.60 / Backflow prcvcntcr Page 2 Backwater valve 16.60 —� Clothes washer 16.60 — Dishwasher 16.60 Drinking fountain_ 16.60 PROPERTY OWNER TENAN ' E cctors/sum 16.60 Name: t J l A/TA. L_ L �1 l� Expansion tank _ 16.60 Address: 1 ze, ;3 tt/ 4+e�� Fixture/sew_er ca 16.60 City/State/7.i ,p,q,� 21 Floor drain/floor sink/hub 16.60 Garbage disposal IG.GO 6 Phone:31 2-07$` Fax: Host hib APPLICAN 10 CONTACT PERSON Ice make 16.60 Name: Arlt S K&d.,Al Inlercc tor/ rcasc trap _ 16.60 Address: Medical gas-value: S Page 2 --� Primer 16.60 City/State/Zip: SQA ( � _ Roofdrain commercial 16.60 Phone: Fax: Sink/basin/lavato 16.60 So E-mail: Tub/shower/shower an 16.60 zga CONTRACTOR-3— Urinal 16.60 BUSIneSS Name: Water closet 16.60 j U — - -- Water heater 16.60 Address: _ _ Other: City/State/Zip: _ Other: Phone: az Plumbing Permit Fees* _ Subtotal S RB Lic. #: Plumb. LicA Minimum Permit Fee$72.50 S Residential Backflow Minimum Fee$36.25 Authorized Plan Review 25%of Permit Fee S Signature. Date: o State Surcharge(8%of Permit Fee) S TOTAL PERMIT FEE I S (Please print name) Notice: This permit application expires If a permit is not obtained within IRO days after It has been accepted as complete. A!I new Commercialbuilding require 2 seta of plans with isometric or *Fee methodology set by Trl-Count} Building Industry Service Hoard. riser diagram for plan review. 11IumbinQ Permit Application - City of Tigard .'age 2 - Supplemental Information Fee Schedule: Residential Fire Suppression Systems: Site Utilities Qty. Fee(ca) Total Square Footage: Permit Fee: Footing drain- I" 100' 55(N) 0 to 2,000 $115.00 Footing drain-each additional 100' 46.40 2,001 to 3,600 $160.00 3,601 to 7,200 $220.00 Sewer-1 st 100' 55.00 _ __ 7,201 and greater $309.00 Sewer-each additional 100' 46.40 Water Service- Ist 100' 550) Medical Gas Systems: Water Service-each addi0unul 100' 46.40 Valuation: Permit Fee: Storm&Rain brain- Ist 100' 55.00 $1.00 to$5,00000 Minimum fee$72.50 Storm&Rain bruin-ecch additional 100' 46.40 $5,001.00 to$101000.00 $72.50 for the first$5,000.00 and$1.52 for each additional$100.00 or fraction thereof,to and Fixture or Item Qly. Fee(ea) Total including$10000.00. Commercial Buck Pow Prevention Device 46Ao $10,001.00 to$25,000.00 t148 50 for the first$10,000.00 and$1.54 for Residential Backllo, .prevention Device each additional$100.00 or fraction thereof,to minimum permit fee$36.25 _ 27 55 1 and including$25,000.00. Itain I p ,n,single fury ily dwelling 65.25 $25,001.00 to$50,000.00 $379.50 for the first$25,000.00 and$1.45 for each additional$100.00 or fraction thereof,to Inspecron of cxisling plumbing or and including$50,000.00. specially.- quucs!ed inspections-per hour 72.50 _ $50,001.00 end up $742.00 for the first$50,000.00 and$1.20 for Subtotal: each additional 5100.00 or fraction thereof. Fixture Work: Are you capping;, moving or replacing existing fixtures'' If "yes",please indicate work performed by fixture. Failure to accurately reL•t fixtures could result iu increased sewer fees*. Quant il,by Fixture Work Performed Comments regarding fixture work: Flxture Type: Irepinee New Moved ExIsting Capped — -- Ba List /Font Bath -Tub/Shower -Jacuzzn!Whirl Pool --- -- Car Wash -Foch Stall -Drivel hru -- — — Cus idor/Water Aspirator Dishwasher -Commercial - -Domestic Drinking Fountain — — I: c Wash Floor Drain/sink 2" _ 3'• ------ -—— -- - 4" Car Wash Drain fe: If the fixture work under This pern►it results in an (iarbage -Domestic Disposal -Commercial increas. of sewer F.Dlls, a sewer permit will be issued and -Industrial fees assessed for the sewer increase must be paid before the lee Mach./Refire .brains plunthbtg permit can be issued. Oil Separator Gas Station Rec.Vehicle Dump Station Shower -Gang -Stall Sink -Bar/Lavatory _ -Bradley _ -Commercial -Service Swimming Pool Filter Washer-Clothes Water[extractor Water Closet-Toilet Urinal other Fixtures: NLY Electrical Permit Application OFFICE ' -- Received f:crm'i cal y, Date/B OS J i'ermit No.' �'cP CityOf Tigard Planning A pmval Sign rest Form Datc/I) Permit No.: 13125 SW ifall Blvd. Plan Revrea Other "Tigard,Oregon 97223 Date/Ely Permit No.: Phone: 503-639-4171 Fax: 503-598-1960 Post-Review land Use Datc/FlCase No.: Internet: www.ci,tigard.or.us Contact Juris.: Lj See Page 2 for 24-hour Inspection Request: 503-6394175 Namc/Method. I Supplemental Information. TYPE OF WORK PLAN REVIEW Please check all that apply) _ CW C011StrllCtiOn Demolition ®ticrvire over 225 amps- I lcalth-care facility commercial ❑I larardous location Add ition/alteration/replaeement Other: ❑Service over 320 amps-rating of ❑Building over 10,000 square feet, CATEGORY OF CONSTRUCTION I&2 family dwellings four or more residential units in 1 & 2 1'amll dwellingCommercial/Industrial ❑System over 600 volts nominal one structure ❑Building over three stories ❑Feeders,400 amps or more Ac.usso Buildin Multi-Family ❑Occupant load over 99 persons Manulacturcd structures or RV park ❑ Master Builder _ Other: ❑Egress/lighting plan ❑Other:__ - _ JOii SITE:INFORM AT'ION and LOCATION Subnril__sets of plans with any of the Slime. The above are not applicable to temporary construction service. Job site address: 4_6 _ _ __ _FEE*SCHEDULE _ Suite M v Bldg./Apt.#: _ Number of tts)ections )er mitallowed Project Name: RA Gw R, Ucscri rlian Qly Fee(tn.) Tool New residenllai-singe ar nudti-randly per Cross street/Dire tions to ob site: dwcl0n);unit.Inchunvs attached{;usage. 5 w S -TAM AA,It 11'+x^ U lT r. Service Included: I(N)0 sq.(1.or less 145.15 4 Each additional 500 sq.A.or portion thereof 33.40 3.3 1 j - - Limited encrity,residential _ 75.00 2 SUl7dlvislon:__L4 ____ 1. 1 of !' C� Limited energy,non residential 75.00 _2 Tax map/parcel #: Each manufactured home or modular dwelling DESCRIPTION OF WORK service and/or feeder 90.90 2 Services or feeders-Installation, alteration or relocation: 200 ams or less 80.30 — —.------ 201 ams to 400 ams 106.85 401 ams to 600 amps 160.60 PROPERTY OWNER ICITENANT 601 ams to 1000 ams _ 240.60 Over 10110 amps or volts 454.65 Nalne: 6N&.S hLLLj Reconnect—only 66.85 — Address: I ZLi-7.3 SIA-) 'r&,`,Cj@ id L,4 b r,— Temporary services or feeders-installation, alteration,or relocation: Cit /State/Zi t dR ��j„ �/ _ _ 200 amps or less 66.85 I Phone: o Fax: 201 amps to 400 amps 100.30 _ 2 -L—�� 401 to 6M ams 133.75 2 APPLICANT jEj CONTACT PERSON Branch circuits-new,alteration,or NaI11C: �J E Q _ extension per panel: "' -" - A.Fee for branch circuits with purchase of Address: _ _ service or feeder fee each branch circuit 6.65 2 ` �� B.Fee for branch circuits without purchase of City/State/Zip: --- ----� --- service or feeder fee first branch circuit 46.85 2 Phone: F8x Each additional branch circuit 6.65 2 E-mail: Mise.(Service or feeder not included) CONTRACTOR Each pump or irrigation circle 53.40 2 — Each sign or outline lighting53.40 2 Job No: _ _ Signal circuit(s)or a limited energy panel, alteration,or extension* 75.00 2 Business Natne: _ —_ *Description - Address: Cit /State/ZI Each additional inspection over the allowable in an of the shove: p — — Per inspection 1 e•i hour-min.I hour) 62.50 Phone: _ Fax: Investigation fee. _ CCB Lic. #: Lic. M Other: Electrical Permit Fees* Supervising electrician Subtotal S signature required: Plan Review 25%of Permit Fee) $ _ Print Name: Lic. #: State Surcharge 8%of Permit Fee $ _ -- T'OT'AL PERMIT FEE $ Authorized Notice: This permit application expires Ifs permit Is not obtained within Signature: __ Date:- 180 days after it has been accepted as complete. *Fee methodology set by Tri-('aunty Building Industry Service Board. ----�� - (Please print name) —_i------ SEE 35MM ROLL # 20 FOR OVERSIZED DOCUMEN T . .. .. .. . . . . .. . . . . . . . . . . . . . . Lot 40 Raven wood Calculations and drawings prepar.:d `c,r Vintc.ge .-:cores by Jim's Plumbing based on NFPA 13L multi-purpose sprinkler. Material to be used Pex type water pipe. Five Gpm was added to calculations per, code. F' EJ+i rb++o + n CITY OF TICAARD Approved.. ..................................... . .l ): Conditionally Approved.... . . .. . ............ For only the work as desert>P(' PERMIT NO._�AS -- ��" �A — ( ): Se Iter to:Follow................................ ......( Attach .................ach.................... •►.'.... Jo d By: • 1 1 t • • I I 1 I r i f • f I i 1 Calculations for Ict 4G ravens ridge net 1) water pressure at street 100psi 2) deduct for meter loss size meter at 3G gocr, :�6> 94 psi 3) head loss 27.3'x.434 <11.84> 82.16 4)deduct for piping from meter to shutoft 1 1/4" pipe 30' 1 1/4' ball vlv 0' 3 90 ells 9' 1 1 1/4' pass tee 2' total 41'x 11 <4.51> 7765 1 1/4 " Prassure reducer valve is required to reduce static pressure to code Pry to be set at 80 Ibs 5) deduct for pressure loss to furthest head "note route taken is furthest route possible and highlighted on plans 1" pipe 98' 4 1'tee cross flow 32' 3 1" 90 ells 9' 5 tees on run 15' net 154'@35gpm x.3 <46,2> 31.45 3/4"pipe 4' 1 3/4"90 2' 1 3/4"tee run 1' 7'x.64 <4.48'. 26.97 remaining psi Maximum coverager area 16.06 requires 24 gpm at 8.2psi ';IN ; 450 Residential -------_ Concealed Pendent Sprir.kl*-�rs =� Stealth.'" 5240, K=4.2 --- GENFRAI_. DESCRIP-1 ION be some compartment designs which cannot be fully The Stat Stealth 5240 Residential Concealed I1endent sprinklered in accordance with the recommendations Sprinklers are decorative sprinklers featuring a flat cover of NFPA 13, 130, or 13R. In the event of this condi- plate designed for use in resid,mi al occupancies such as tion, consult the authorities having jurisdiction for homes, apartments, dormitorir.s, and hotels. guidance and approval. They are to be used in wet pipe residential sprinkler sys- it is the responsibility of the Installing contractor to tems for one and two-family dwellings and mobile homes provide a copy of this document to the owner or their per NFPA 13D,wet pipe residential sprinkler systems for representative, and in turn, it is the obligation of the residential occupancies up to and including four stories in owner to provide a copy of this document to a suc- height per NFPA 13R;or, wet pipe sprinkler systems for ceeding owner. the residential portions of any occupancy per NFPA 13. The owner is responsible for maintaining their fire Each unit includes a Cover Plate Assembly which con- protection system and devices in proper operating teals the sprinkler operating components above the coil condition. The installing contractor or sprinkler mann- ing The separable two-piece design of the Cover Plate facturer should be contacted relative to any ques- and Mounting Cup Assemblies allows installation of the tions. sprinklers and pressure testing of the fire protection sys tem prior to installation of a suspended ceiling or applica OPERATION tion of the finish coating to a fixed csiling. they also per- mil removal of suspended ceiling panels for access to building service equipment without having to first shut When exposed to heat from a fire. the Cover Plate. which down the fire protection system and runwvr, ,ptit klets. ,s soldered to the Enclosure at three points, falls away to Also, the separable two-piece design of the the Sprinkler expose the Sprinkler i•ssembly.At this point the Deflector provides for 1/2 inch (12,7 rnm) of vertical adjustment. to supported by the Arms drops down to its operational posi- reduce the accuracy to which the length of fixed pipe tion drops to the sprinklers must be cut. The glass bulb contatns a fluid which expands when ex- The Stealth Residential is shipped with a Disposable Pro posed to heat. When the rated temperature is reached. tective Cap as shown in Figure 1 The Protective Cap is the fluid expands sufficiently to shatter the glass bulb, temporarily removed to install the S240. and then re which then allows the sprinkler to activate and water to placed to protect the 5240 while the ceiling is being in flow. stalled and finished The tip of the Cap can also be used to mark the center of the ceiling hole into plaster board, TECHNICAL DATA ceiling tiles, etc by pushing the ceiling product against the Cap.When the ceiling installation is complete, the Cap is removed and the Cover Plate Assembly installed. A rovals The Stealth Residential has been designed with heat sen UL and ULC Listed. NYC Accepted (MEA 212-98-E) sitivity and water distribution characteristics proven to (The approvals apply only to the service conditions indi help in the control of residential fires to improve the cated in the Design Criteria section.) chance for occupants to escape or be evacuated How- Maximum Working Pressure ever, residential fire sprinkler systems are not a substitute 175 psi (12 1 bar) for intelligent fire safety awareness or fire safety construc- tion required by building codes Discharge Coefficient K - 4 2 GPM psi' (60.5 L PM bar' P) WARNINGS Temperature Rating The Stealth Residential Concealed Pendent Sprin- 155 r. 68 C klers described herein must be Installed and main- lained in compliance with this document. as well as Finishes with the applicable standards of the National Fire Pro- Cover Plate:Chrome Plated or White Painted Lection Association, in addition to the standards of ICustom paint matches and colors other than white are any other authorities having jurisdiction. Failure to available on request.) do so may impair the Integrity of these devices. physical Characteristics(Ref. Figure 1) Because of the above cited stipulations and the var- The Stealth Residential Sprinkler utilizes a 3 mm bulb, ied nature of residential type architecture, there will bronze frame, and bronze button The gasketed spring TYCO FIRE !'ROOUCTS 1 3.1.11 Page 2 STAR St"RINKLL R plate consists of a beryllium nickel disc spring that is NFPA NFPA sealed on both its inside and outsida edges with-a Tef;oni VAxIMUM 13D/13R 13D/13R gasket.The compression screw, a,rris, nn� d9f(3c:or ar3 COVERAGE MINIMUM MINIMUM bronze, and the mounting cup is s-eOl.Trip covOr plate 'Ai SINGLE MULTIPLE and enclosure are brass. 4REA Patents FT.x FT. SPRINKLER SPRINKLER FLOW FLOW'ni U,S.A. Patent Number 5,152,344 is 2ppli^nhle to the Stealth Residential 12 x 12 16 GPM 12 GPM DESIGN CRITERIA (14 5 PSI) 182 PSI) 14 x 14 16 GPM 12 GPM (14.5 PSI) (8 2 PSI) The Stealth S240 (SIN S2450) Residential Concealed 16 x 16 16 GPM 12 GPM Pendent Sprinklers must only be installed and utilized in (14 5 PSI( (8.2 PSI) accordance with the following described criteria which 18 x 18 24 GPM 17 GPM are provided by the manufacturer (32 7 PSI) (16.4 PSI) NOTE'S 20 x 20 25 GPM 18 GPM Residential Fire Sprinkler Systems should only he de- (35.4 PSI) (18 4 PSI) signed and installed by those competent and com- (a) f=or coverage area dimensions less than or between those pletely familiar with automatic sprinkler system rfe- indicated,it is necessary to use tho minimum required flow for sign, installation procedures, and techniques. the next highest coverage area for which hydraulic design Several criteria may apply to the installation and us- criteria are stated. age of each sprinkler. Consequently, it is recom- (b) Recu rement is based on minimum flow in GPM from each mended that the sprinkler system designer review sprinkler.The associated residual pressures are calculated and develop a working understanding of the com- usrtg the nominal K-factor.Refer to Hydraulic Design Criteria plete list of criteria prior to Initiating the design of the Section for details sprinkler system. Questions concerning sprinkler installation and usage TABLE A HYDRAULIC DESIGN CRITERIA criteria which are not covered by the following instruc- tions should be submitted to Technical Services.In- clude sketches and technical details as appropriate. TIA 99-1 (Tentative Interim Amendment) with an effective In some instances, the requirements of this docu- date of May 22, 2000 states that the minimum required ment may concern specifications which are more discharge from each of the "design sprinklers"for sys- stringent and which take precedence over those tems designed to NFPA 13 must be calculated based on specified in NFPA 13. NFPA 13D, NFPA 13R, or by the delivering a minimum design density of 0.1 gpm'sq.ft. for Authority Having Jurisdiction(AHJ). each of the listed coverage areas shown in Table A.Con- sult with the Authority Having Jurisdiction regarding the The spray from the sprinkler is distributed radially .application of this TIA to the currently adopted NFPA 13. outward and downward from the sprinkler deflector. For systems designed to NFPA 13. 13D. or 13R, consult Consequently, the sprinklers must be located such with the local to spray authority having jurisdiction with regard l that there will not be any blind spaces shielded from the number of"design sprinklers" for sloped ceilings partitions, room dividers, overhangs or ing a slope greater than a 2 inch rise for a 12 inch runhav other parts of the dwelling structure. The number of sprinklers within each compartment Spray Coverage Criteria. Figures 3 and 4 provide spac- (as defined by NFPA 13, 130, or 13R), must be kept ing rules that must followed to assure that the Stealth as few as possible, Do NOT use more sprinklers than Residential will providid e their design distribution of water necessary to cover a particular space. spray. Operational Sensitivity Criteria. For proper operational The sprinkler must be secured in position by firmly fastening the sprinkler system piping to the struc- _sensitivity, the Stealth Residential must be installed be ture. If than sprinkler is not properly secured in posi- neath a solid ceiling having a smooth or textured surface tion, reaction forces resulting from sprinkler opera- and in accordance with Figure 1. tion could alter its orientation and its water The Stealth Residential must NOT be used above or be- distribution pattern. The sprinkler escutcheon cannot low open-gridded type suspended ceilings;beneath sof- be used to hold the.sprinkler in position. fits or beams resulting in a deflector-to ceiling distance General Service Conditions. The Stealth Residential ().e..deflector-to-mounting surface plus depth of soffit or must only be utilized in wet pipe sprinkler systems, beam) exceeding 4 inches: with beams,joists, or ducts having a height of more than 3 inches located Hydraulic Design Criteria. The minimum required flow within the sprinkler coverage areas. Beams having a rates for residential applications are given in Table A as a height of more than 3 Inches may be located with their function of the maximum allowable coverage areas.The centerlines along the boundaries separating adjacent NFPA 13D/13R single sprinkler flow rate is the minimum sprinkler coverage areas. required discharge from the most hydrauiically demand- ing single sprinkler and the NFPA 13D,1 3R multiple sprin Cold Soldering Criteria. Figures 3 and 4 provide the kler flow rate is the minimum required discharge from rnin rnum spacing requirements necessary for preventing each of the total number of 'design sprinklers"as speci- the wetting (i.e., cold soldering) of the heat responsive fied in NFPA 13D or 13R DuPont Registered Trademark 13.1 11 S':-AH S'Pr!INKLtP. Page 3 2.518"DIA (66.8 mm) SPOINKI.tP FACE OF 112" MOUNfINi3 dU0 SPF..INKLEh NPT AS,EM3'_Y f ITTING 1 12"(1?.7 min) THRLADEt) ADJUtiTMLIJ (55.6±6 4 mm) (— - I 1 MOUNTING rl COVER PLATE 3132"GAP SURFACE ASSEMBLY (2.4 mm) DISPOSABLE 3-5116"DIA 3/16" PROTECTIVE OPERATED (84.1 mm) r (4.8 mm) TIP CAP POSITION FIGURE 1 STEALTH RESIDENTIAL S240 CONCEALED PENDENT SPRINKLER element(Bulb)of a non-operated Stealth Residential, 1. The sprinkler must only be installed in the pendent position which is adjacent to one which has operated. and with the centerline of the sprinkler perpendicular to the Heat Source Criteria. Refer to NFPA 13D or NFPA 13R mounting surface. for the requirements relating to preventing the possible re- 2 Remove the Protective Cap. lease of a Stealth Residential heat responsive element (Bulb), due to exposure to heat sources other than abnor- 3. With pipe thread sealant applied to the pipe threads, and mal fire. using the W Type 13 Wrench positioned as shown in Figure 2, install and tighten the Sprinkler/Mounting Cup INSTALLATION Assembly into the fitting. The W-type 13 Wrench will except a 1 1/16 inch hex socket or a 112 inch ratchet drive. The Stealth Residential must be installed in accordance 4 Refer to Figure 1 and replace the Protective Cap by with the following instructions: pushing it upwards until it bottoms out against the Mount. ing Cup.The Protective Cap helps prevent damage to the NOTES Deflector and Arms during ceiling installation and/or during Do not install any bulb type sprinkler if the bulb is application of the finish coating of the ceiling. It may also cracked or there is a loss of liquid from the bulb. With be used to locate the center of the clearance hole by gently the sprinkler held horizontally, a small air bubble with pushing the ceiling material up against the center point of an approximate diameter of 1/16 inch should be pre- the Cap. sent. A leak tight 1/2 inch NPT sprinkler joint should be ob- 5. After the ceiling has been completed with the 2-5/8 inch tained with a torque of 7 to 14 ft.lbs. (9,5 to 19.0 Nm). (66.7 mm)diameter clearance hole and in preparation for A maximum of 21 ft.lbs. (28.5 Nm)of torque is to be installing the Cover Plate Assembly. remove and discard used to install sprinklers. Higher levels of torque may the Protective Cap,and verify that the Deflector moves up distort the sprinkler inlet with consequent leakage or and down freely. impairment of the sprinkler. If the Sprinkler has been damaged and the Deflector does All sprinklers installed within compartments having a not move up and down freely, replace the entire Sprinkler pitched ceiling with one or two parallel horizontal cell- assembly. Do not attempt to modify or repair a damaged Ing ridges must be installed with their deflector arms sprinkler. perpendicular to the ceiling ridges. Failure to properly orientate the sprinkler frame arms 6. Screw ac the Cover Plate Assembly until its flange comes may result in impaired fire protection due to cold sol- in contact with the ceiling. dering and/or inadequate spray coverage. Do not continue to screw on the Cover Plate Assembly Do not attempt to compensate for insufficient adjust- such that it lifts a ceiling panel out of its normal position. ment in an Escutcheon Plate by under- or over-tight- ening the Sprinkler. ReHdjust the position of the sprin- It the Cover Plate Assembly cannot be engaged with the kler fitting to suit. Mounting Cup or the Cover Plate Assembly cannot be The Stealth Residential is inoperative while the Pro- engaged sufficiently to contact the ceiling, the Sprinkler tective Cap is in place. Fitting must be repositioned. Page STAR SPRINKLrER 1 3.1.tt MAX;/2 MAX MAX WRENCH 4(HES TAB 1 „= v u N l ! Mn S ; ,.. MOUNTING 4 IN(I-!', 4 r CUP SLOT • MIN M r, . S/2 MAX WRENCH r (ren) 4 INCHES MIN 1HEX (27 mm) I \ Y`Iglure 3-1 (Plan View) Figure 3.2(Plan View) (27 S/2 MAX 12 MAXIi S/2 MAX.. S MAX MAX., 17"RATCHET 4 IN IN MIN 4 LACHES 9 FEET M,.—'W r5 DRIVE MIN MIN MN /7 MA, /2,MAX. INDICATING BOSSES ARE IN INCHES LINE WITH DEFLECTOR ARMS MIN FIGURE 2 W-TYPE 13 SPRINKLER WRENCH CARE AND MAINTENANCE • • • • The Stealth Residential must be maintained and sery MIN iced in accordance with the following instructions: Figure 3.3(Plan View) Figure 3-4(Plan View) NOTES `,12 MAX +S/2 MAX. MA) Wet pipe sprinkler systems must be maintained at 4 INC`, 4 IMNHrs MINa minimum temperature of 40'F/4 C to prevent freezing and bursting of the pipe and/or sprinklers. S12 MAX 4 INCHES Automatic sprinklers are not to be tested with a MIN heat source. Operation of the heat responsive ele- S/2 MAP 4 INCIII' c�'� S/2 MAX. • • ment(bulb)can result. MIN 4 NCH!", Absence of a Cover Plate pray delay the time to flMINrl MIN M 4 INCHESMIN sprinkler operation in a fire situation. ( S MA, S/2 MAX 8 rrrl MIN Before closing a fire protection system main con- 4 INCHES, trol valve for maintenance work on the fire protec- MAX s/MIN AX Figure 3 6(Plan View) tion system which it controls, permission to shut "^' •+ ••r 4 UP MIN 4 INCIII', down the affected fire protection system must be MIN 4 INCHES MIN obtained from the proper authorities and all per sonnel who may be affected by this action must be Figure 3-5(Plan View) notified. s/2 MAX 4 INCHES Do NOT enclose sprinklers within drapes, curtains, S/2 MAX i M'N or valances. Do NOT hang anything from the sprinklers. ' 4 INCHES Do NOT cleanse the sprinklers with soap and 1 %/2ke AX MIN water, detergents, am►nonia, cleaning fluids, or MIN other chemicals. Remove dust. lint, cobwebs, co- coons, insects, and larvae by gently brushing with S/2 MAX Figure 3-7(Plan View) a feather duster or gently vacuuming with a soft bristle(i.e.. dusting)brush attachment. -,pA�H A rPAPH A Exercise suitable safety precautions in the use « and storage of highly flammable materials. The MAY. rapid rate of fire development and spread of which 4' oRYRIWTION can be caused by such materials can reduce the MIN ability of the sprinkler system to aid in the control Figure 3-8(Plan View) Figure 3 5(Elevation View) of a fire in which they are involved. The minimum vertical clearance between the tops of free standing partitions, room dividers, cab- S - THE LENGTH OF THE COVERAGE AREA BEING inets, storage racks, stock piles, etc., and the sprin- 14YDRAULICALLY CALCULATED(REF TABLE A). kler deflector is NOT to be less than the clearance given in Table B. Sprinklers which are found to be leaking or exhibiting FIGURE 3 visible signs of corrosion must be replaced. SPACING RULES UNDER LEVEL CEILINGS 1-3,1.1i S 7AR sPnINXLER Page S 8 rFC! MIIiIN'IM " Irq(/Ag61 , Figure 4-1 (Elevation View) r Igure 4 2(Elevation View) MA, 'All r! V4r f r err A 'aMi'M r. .n•r 6,.,•-'AY n Y ' Figure 4.3(Elevation View) Figure 4.4(Elevation View) 1 FEFr ' - MAXIMUM .''1� ^ F pi , A I' F Figure 4-5 it levalion View) Figure 4 6(Elevation View) ' nM1M i1 •Ir : AIA pi t 1"r+11'M Figure 4 /)Elevation View) Figure 4 8(Elevation View) z Frrl MAXIMUM 4,1 4q1 q y t '.. • I 4, • i1A' 1 r Figure 4-9(Elevation View) Figure 4 10(Elevation View) S 2 " ONE HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED(REF.TABLE A) S -- THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED(REF.TABLE.A). NOTE: Figures 4-1 through 4 9 only apply when (a) the ceiling ridge is horizontal, (b) the compartment openings to adjoining spaces have minimum lintel depths of 8 inches below the lowest sprinkler. (c) any adjacent sprinklers in the direction o1 the ceiling ridge are to be in a row which runs parallel to the ridge, and the sprinklers are to be spaced a minimum of 8 feet apart: (d) the sprinklers are installed with their deflector arms perpendicular to the ceiling ridge,and. (e) the sprinklers shown in Figures 4-1 through 4-8 are located in a plane which is perpendicular to the ceiling ridge. and the ceiling angles are within the specified range FIGURE 4, SPACING RULES UNDER PITCHED CEILINGS AND/OR OVERHANGS Page ,;TAR SPRINKLFR•' 1 3 1 11 27 24 1 oJe ( + to Q- w Z 15 0 1 }h P}y o^h X 212 12 �Q1 1+41 tt Z �Cj 9 � 4 Lu > 114 +40+111 v., T H (i .t V n 1 2 3 4 5 6 7 B 9 10 PLUS 1Mn>, 1 DISTANCE TO OBSTRUCTION 'H'OR'Z',FEET NOTES: 1 CEILING OBSTRUCTIONS MUST BE SPACED ON THE BASIS OF USING THE MAXIMUM RESIDUAL PRESSURF WHICH WOULD BE PRESENT FOR A SINGLE SPRINKLER OPERATION. 2 BEAMS AND/OR OTHER CONTINUOUS OBSTRUCTIONS ARE NOT 10 EXCEED A VERTICAL DEPTH'V'OF MORE THAN 3 INCHES WITHIN I HE SPRINKLER COVERAGE AREA, GRAPH A MAXIMUM PERMITTED VERTICAL DISTANCE BETWEEN THE SPRINKLER MOUNTING SURFACE AND THE BOTTOM OF CEILING MOUNTED OBSTRUCTIONS SUCH AS BEAMS, OVERHANGS, AND LIGHT FIXTURES WITHOUT UNDULY OBSTRUCTING THE WATER SPRAY DISTRIBUTION Automatic sprinklers must never be shipped or stored Horizontal Distance From Vertical Clearance where its temperature will exceed 100'F/38 C and they Sprinkler to Obstruction Below Sprinkler must never be painted, plated, Coated, or otherwise al- Below Sprinkler Deflector,ft. Deflector,in. tered after leaving the factory.Modified sprinklers must More than 6 24 be replaced. Sprinklers that have been exposed to corro- From 3 to 6 19 sive products of combustion, but have not operated, Between 2 and 3 16 should be completely cleaned by wiping the sprinkler with From 1 to 2 13 a cloth or by brushing it with a soft bristle brush. Less than t to Care must be exercised to avoid damage - before,dur- ing, and after installation. Sprinklers damaged by drop - - -------- ping, striking,wrench twist/slippage, or the like, must be replaced.Also, replace any sprinkler that has a cracked OBSTRUCTION BELOW bulb or that has lost liquid from Its bulb(Ref. Installation SPRINKLER DEFLECTOR Section). The owner Is responsible for the inspection, testing, and TABLE 8 maintenance of their fire protection system and devices in MINIMUM VERTICAL CLEARANCE BETWEEN TOP OF compliance with this document, as well as with the appli- FREE STANDING OBSTRUCTION AND cable standards of the National Fire Protection Associa- SPRINKLER DEFLECTOR tion (e.g., NFPA 25), in addition to the standards of any other authorities having Jurisdiction.The installing contrac- tor or sprinkler manufacturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be in- spected, tested, and maintained by a qualified Inspection Service The Stealth Residential must only be replaced with pen dent sprinklers which are listed for residential fire protec 1 x.1.11 S fAR uPHINKaEP Page 7 tion service and which have the same nominal K-factor, ftsame coverage area, and the same or lower flow rat- o= ? ; ing5 (as indicated under"Hydraulic Design Criteria"). .... .. _ :... - . ... : 7 r - AC((I 0*-ten remodeling, such as by adding false beams or light - "- fixtures or changing the location of compartment walls, o -- LINA cFarn4 first verity that the new construction will not violate the in- t•„ ., ;°,stallation requirements stated under WARNINGS.Alter : •I -7 ° .1 he new construction and/or the cnrinkler system to suit ' 4 L :the requirements of this document. 0 e to ,s zo zs ao 1,1; rd , Alk .,�, z., F,13 . . q (:EILINl3ANGLE A UE(3REFS LIMITED V1!ARRANTY Products manufactured by Tyco Fire Products are war ranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid H _ A for and properly installed and maintained under normal IMIN.) r use and service.This warranty will expire ten (10) years from riate of shipment by Tyco Fire Products No warranty NOTE:SPRINKLERS MUST BE INSTALLED WITH THEIR is given for products or components manufactured by DEFLECTOR ARMS PERPENDICULAR TO THE CEIL INC, companies not affiliated by ownership with Tyco Fire Prod- RIDGE. ucts or for prc,ducts and components which have been GRAPHEI subject to mlt,use, improper installation, corrosion, or MINIMUM REQUIRED HORIZONTAL DISTANCE which have n)t been installed. maintained. modified or re- BETWEEN ASPRINKLER LOCATED ON A LEVEL Paired in accordance with applicable Standards of the Na- CEILING AND AN INTERSECTING PITCHED CEILING tional Fire Authorities Association. actioand/or the standards of WITHOUT UNDULY OBSTRUCTING any other Authorities Having Jurisdiction. Materials found THE WATER DISTRIBUTION by Tyco Fire Products to be defective shall be either re- paired or replaced. at Tyco Fire Products'sole option. Tyco Fire Products neither assumes, nor authorizes any - - - - - person to assume for it, any other obligation in connec- •-•• ••.. • tion with the sale of products or parts of products.Tyco Fire Products shall not be responsible for sprinkler sys- oLL tem design errors or inaccurate or incomplete information 1y 4 - supplied by Buyer or Buyer's representatives. uivUW IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LI- ABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UN- DO DER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES. INCLUDING BU f NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH - - - -- DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRO- "' DUCTS LIABILITY EXCEED AN AMOUNT EQUAL TO r FIt INC,ANF.IF A ULURFFS THE SALES PRICE TH _E9ffXtO1Nla_WARRA-NT_Y IS MADEIN-IMM-OE 3 FEET MAXIMUM ANY AND ALL_OTHER WARRAMDAIE z EXPRESS OR IM- WHEN THERE ARE PJJED.LND.LUDINOWARfi4-NTIFS-OFMERCHANT- No SPRINKLERS ON ABILITY AND FITNESS-FORA-PARTICULAR-PUR- TIIF LLvFI. CE,t ING POSE. (MIN I y� i ORDERING PROCEDURE COVERAGE AREAS: - (a) 20'x 20' (c) 16'x 16 Please Spe, (b) 18'x 18' Id1 14'x 14'& 12 x 12 1 Stealth Residential S240, 4.2 K-Factor Concealed NOTE:SPRINKLERS MUST BE INSTALLED WITS HEIR PFlndent Sprinkler (02450) DEFLECTOR ARMS PERPENDICULAR TO -�E CEILING 2 W-Type 13 Sprinkler Wrench (4211 1-01) RIDGE Refer to Price List for a complete listing of Part Numbers GRAPH C with respect to temperature ratings, replacement covers. MINIMUM REQUIRED SLANT DISTANCE BETWEEN finishes, etc. A LEVEL CEILING AND A SPRINKLER LOCATED ON A PITCHED CEILING WITHOUT UNDULY OBSTRUCTING THE WATER DISTRIBUTION LOCATED ON AN INTERSECTING PITCHED CEILING Page STAR SPRINKLFR 1-3.1.tt 4" TO B•' 10 .. .. .i. _ •---r--- -_ (SEE NOTE 21 C NTING SURFACE F 9 _ W .. .. It"A, (,I I'TA'll I - n n LL W o e �?_ 1' I {WUW I HIM N(MAXI L N(MAX.1 aH~ ISEE NOTE 11 (SEE NOTE I-It .I: 1 =off 6 _ ' NOTES: w XZ" 1, UP TO A MAXIMUM OF ONE HALF THE LENGTH OF THE M0 5 COVERAGE AREA BEING HYDRAULICALLY p Ar,CEPTABLF .1.. CALCULATED. = 4 _ ! 2. THE MOUNTING SURFACE MUST BE LOCATED WITHIN 4 TO 6 INCHES OF THE PEAK,IF IT IS NOT 3 I' CONTINUOUS OVER THE FULL LENGTH OF THE 10 15 20 25 30 35 40 45 50 55 60 CEILING RIDGE CEILING ANGI F'A',DEGREES 3. SPRINKLERS MUST BE INSTALLED WITH THEIR DEFLECTOR ARMS PFRPFNDICULAR TO THE CEILING RIDGE GRAPH D MAXIMUM WATER SPRAY DISTRIBUTION WHEN A SPRINKLER IS LOCATED AT A PFAK f- 1 :: wLL F W-I 9 Y \ r �w UNACCFP'IABLF 52" ¢a H W F- . . y 9 n J (NIA XI Uj �TLLJ IJ? NOTES: NO (sEE TE 11 X2 Ac I I I'TAI3t I ¢p 1. UP TO A MAXIMUM OF ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY O :' CALCULATED. 5 — 2 3 FEET IS THE MAXIMUM PERMITTED AND 1 FOOT IS 0 5 10 15 'o z5 30 35 40 45 THE MINIMUM REQUIRED. CEILING ANGLE.DF r.RFES 3 SPRINKLERS MUST BE INSTALLED WITH THEIR (USE-THE GREATER OF AN(';I I A OR ANGLE'B') DEFLECTOR ARMS PERPENDICULAR TO THE CEILING RIDGE GRAPH E MAXIMUM WATER SPRAY DISTRIBUTION WHEN A SPRINKLER IS LOCATED ON A PITCHED CEILING OPPOSITE FROM AN INTERSECTING PITCHED CEILING 5 _ COVERAGE ARFA�' 11: (a) 20'x 20'UJ ` wit LO 4 (b) 18'x 18' OLU a (c) 16'x 16'UJV /_ \ cc (d) 14'x 14' 0 1' n (e) 12'x 12' t vc, M k. z Z NOTES: S Q f t UP TOA MAXIMUM OF ONE HALF THE LENGTH OF THE COVERAGE 25 30 5 45 AREA BEING HYDRAULICALLY CALCULATED. CU It INC;ANGLE'A',DEGREES ISPRINKLERS MUST BE INSTALLED WITH THEIR DEFLECTOR ARMS PERPENDICULAR TO THE CEILING RIDGE GRAPH F MINIMUM REQUIRED SLANT DISTANCE BETWEEN A RIDGE AND A SPRINKLER WITHOUT UNDULY OBSTRUCTING THE WATER DISTRIBUTION 7071 S. 13th Street • Suite 103 t[�Gp Tyco Fire Oak Creek. WI 53154 1 11IN,I a IN I1 s A :+r. 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