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20130320 Permit Pkg 06272014 �Id� THFp� City of Yelm Permit ►vo.: 20130320 � 7 4 � Community Development Department Issue Date: 6/27/2014 (Work must be completed within 180 days) Building Division Phone: (360)458-8407 EL "'•�`„'"�=o" FBX: (360)458-3144 Applicant: Name: MT TERRACE BUILDERS Phone: 360-458-1502 Address: 6524 CROMWELL BEACH DR NW GIG HARBOR WA 98335 Property Information: Site Address: 304 LONGMIRE ST NW Owner: MT TERRACE BUILDERS Assessor Parcel No.: 21724410200 Subdivision: Lot: Contractor Information: Name: MT TERRACE BUILDERS Phone: Address: 6524 CROMWELL BEACH DR NW GIG HARBOR WA 98335 Contractor License No.: Expires: 0/00/0000 Project Information: Project: LAND SITE PLAN REVIEW Description of Work: CONSTRUCT 2 APARTMENT BUILDINGS WITH 16 TOTAL UNITS AND ASSOCIATED PARKING LOT,ACCESS, UTILITIES, PARK AREA,ETC ON 1.14 ACRE PARCEL Sq. Ft. per floor: First Heat Type(Electric,Gas, Other): ELECTRIC Second Third Garage Basement Fees: Item Contractor Fees CIVL CIV MT TERRACE BUILDERS $2,721.75 MECHANICAL MT TERRACE BUILDERS $ 380.00 PLUMBING MT TERRACE BUILDERS $ 804.00 SITE MT TERRACE BUILDERS $ 1,150.00 NEW COMMERCIAL BUILDING MT TERRACE BUILDERS $173,927.46 TOTAL FEES: $178,983.21 Applicant's Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and su division,and in addition,all covenants, easements and restrictions of record. If applying as ontracto , I further certify that I am currently Final Inspection: registered in the Stat of Washin n. Signature Date � �2 Date: � .. irrrt By� Cit� of Yelm 1 458 8402 REC#: p0164331 OPER: CO TERM: OOj�/2014 11:10 AM REF#; 5030 TRAN: 3,3.OOpO 2n130320 �UI�DIIVG PERMITS Mr TERRACE BUI L ERS 6CR 304 LONGMIRE ST NW MECH PL 3$0.OOCI� BLD-CDM1 1]2 �04.00CR � 43.46CR TRAN: 33.0000 201303�p BUTLDING pERMITS Mr TERRACE 6Uj DERS�CR 304 LONGMIRE ST N�! B�a-coM� 3$p,OOCR TRAN; 3�,p000 Z0130320 BUILD�NG PERMITS MT TERRACE BUILDERS pCR 304 LpNGMIR,E ST NW ��D-COM1 $�4,OOCR TFNGERED: 175, 111.46 APPLIED; 175 111.46- �HECK . CHANGE; `'-------...._ �•00 �E�RINT YELM COMMUNITY SCHOOLS pq BOX 476 YELM WA 98597 Receipt #: 261595 Clerk: CroY Manual #: Terminal: 1 6/27J2014 11:00 AM NMOUNTAIN TERRAC NMOUNTAIN TERRAC MOUNTAIN, TERRACE BUIL�ERS 14730 SR 5�7 SE YELM , WA �8597 Price Qty__ Item _ _ _ _ _ _. _ 25440.00 � CPF MITTGATTON MITIGpTION 13-UO3/304 LONGMIRE 5T SE 1 CPF MITIGATION 0,00 MSTIGATTON RIVER RIJN 16 A�TS Subtotal 25440,OG Tax 0.00 Total 25440.00 Cash Q.00 Check 2544Q.00 5Q29 Change Due 0.00 THANK YOIJ �oF THFp,� City of Yelm Permit No.: 20130320 � � Community Development Department Fee Calculation Worksheet � Building Division Phone:(360)458-8407 L ""��`"'""°" Fax:(360)458-3144 Applicant: Name: MT TERRACE BUILDERS Phone: 360-458-1502 Address: 6524 CROMWELL BEACH DR NW GIG HARBOR WA 98335 Property Information: Site Address: 304 LONGMIRE ST NW Owner: MT TERRACE BUILDERS Assessor Parcel No.: 21724410200 Subdivision: Lot: Project Information: Project: LAND SITE PLAN REVIEW Description of Work: CONSTRUCT 2 APARTMENT BUILDINGS WITH 16 TOTAL UNITS AND ASSOCIATED PARKING LOT, ACCESS, UTILITIES, PARK AREA,ETC ON 1.14 ACRE PARCEL Sq.Ft. per floor: First Heat Type(Electric, Gas, Other): ELECTRIC Second Third Garage Basement Fees: Item Units Fees WATER ERU 12 $70,843.08 SEWER ERU 12 $76,728.00 SEWER INSPECTION FEE 12 $1,740.00 WATER METER- 1 '/z'(COMMERCIAL)12/11/2014 I�SI�(� 1 $ 650.00 SEWER DEPOSIT COMMERCIAL � 12 $ 600.00 STATE BUILDING FEE 1 $ 34.50 TRAFFIC FACILITIES CHARGE 10 $12,681.60 WATER DEPOSIT COMMERCIAL 12 $ 480.00 BUILDING PERMIT CONSTRUCTION VALUE 1,259,790 $6,557.75 BUILDING PLAN REVIEW-CONS COST 0 $4,262.53 TOTAL FEES: $174,577.46 PAYMENTS MADE: $-173,927.46 BALANCE DUE: $ 650.00 Cit� of Y�lm (36 ) 458-8402 REC#; OQ180666 12/15/2014 10:30 AM DPER: CO TERM: 001 REF#: 17399 TRAN: 33.Q000 BUILDING PERMITS 20130320 55�,OOC� MT TERRACE BUILDERS 304 LONGMTRE ST NW 8LD-COM1 65�.00CR TENQERED: 650.00 CHECK APPLIED: 65Q.00- CHANGE; 0.00 �''wo� TH�o�, City of Yelm Permit No.: 20130320 � � � Community Development Department Issue Date: 6/27/2014 � � (Work must be completed within 180 days) Building Division Phone: (360)458-8407 YEL """`"'"`T"" Fax: (360)458-3144 Applicant: Name: MT TERRACE BUILDERS Phone: 360-458-1502 Address: 6524 CROMWELL BEACH DR NW GIG HARBOR WA 98335 Property Information: Site Address: 304 LONGMIRE ST SW Owner: MT TERRACE BUILDERS Assessor Parcel No.: 21724410200 Subdivision: Lot: Contractor Information: Name: MT TERRACE BUILDERS Phone: Address: 6524 CROMWELL BEACH DR NW GIG HARBOR WA 98335 Contractor License No.: Expires: 0/00/0000 Project Information: Project: LAND SITE PLAN REVIEW Description of Work: CONSTRUCT 2 APARTMENT BUILDINGS WITH 16 TOTAL UNITS AND ASSOCIATED PARKING LOT,ACCESS, UTILITIES, PARK AREA,ETC ON 1.14 ACRE PARCEL Sq. Ft. per floor: First Heat Type(Electric, Gas, Other): ELECTRIC Second Third Garage Basement Fees: Item Contractor Fees CIVL CIV MT TERRACE BUILDERS $2,721.75 MECHANICAL MT TERRACE BUILDERS $ 380.00 PLUMBING MT TERRACE BUILDERS $ 804.00 SITE MTTERRACE BUILDERS $ 1,150.00 NEW COMMERCIAL BUILDING MT TERRACE BUILDERS $174,577.46 FIRE ALARM DCI CONTRACTORS INC.—1/22/2015 $ 114.26 FIRE SPRINK SMITH FIRE SYSTEMS $ 619.36 TOTAL FEES: $180,366.83 ApplicanYs Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision,and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I further certify that I am currently Final Inspection: registered in the State of Washington. Date: Signatur� ' Date / � fj By: Firm Cit� af Yelm (36 ) 458-�4Q2 REC#: 001�i43�i1 1/22/2015 4:14 PM OPER; CO TERM: 001 REF#: 17437 TRAN; 33,UOOU BUILQING PERMITS 20130320 114.26CR MT TERRACE BUILDCRS 304 LONGMIRE ST SW FA 114.26CR TENDERED: 114.26 CHECK APPLIED: 114.26- CHANGE: �� 0.00 CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM Project Address��,:��} �r�y��;`��i,, +� `�t Parcei#�_� ( i�� ;� �_<��.,� --, Zoning; Current Use: Proposed Use:�'�:- r1t..�f _5 '� New Construction Re-Modei i Re-Roof/Tenant Improvement � �plumbing Mechanical Fire PrevenUSuppress/Alarm : Other Project DescriptioNScope of Work: � l ,tc �� "� t �� t�{�}f}1.,;,r��,� Project Value:_ �' 1�`�: �,r�:, � �-� Buiidi�g Area (sq. ft) Parking Garage 1�` Fioor-°�1-�C` 2nd F�00�j�'(,..�`3'd F�oor Bui�ding Height �Z." ��-�c_k�� k',��>,�r� �, ,�,��. ..a �-�j��'c,r'�. , C:.� ZC..1� ac=� � �_ Are there any environmentaily sensitive areas located�n the parcel? /'4-�?� If es, a completed environme�tal checklist must accom an y p y permit appiication. ;B IU LDING OWNER/TENANT NAME: � _.. . .- --'7 _ y ...l. `.� _r��i �+�la ; ADDRES� , �-�f-} t t t>ti��.�..; �ti r'X� r��.F t�:�,,:; EMAI� � � t �1 c"�_at` C '.� ` CITY�' ', ; �.}��_STATE �.>:-� ZIP �:�',�� TELEPHONE " _.� "�., �" �� ARCHITECTIENGINEER_1 ; �.� ,-,�_ LICENSE# ADDRESS �i�� ,�� l � EMAIL � ,� t ! CITY �� 1, ; i � STATE ��-' ZIP � ;�� TELEPHONE�t�� : i.��s� 1 1��- ' GENERAL CONTRACTOR � } ��b-, : i_.� TELEPHONE 1 '` ' ""' �tts._� .� c > c t",�.:;�-; ._ ADDRESS _tf_� t°',c. r ��! .�..0 .�- EMAIL �)trt �> i��, '�'�` c"' t t � >�, CITY *'�_;��-7 STATE�. %�� ZIP`i�;�`� "Z_ FqX �`"`�'��' ; CONTRACTOR'S LICENSE#�LJC, ;f��,5ts,c;>�. EXP DATE CITY LICENSE# -- - ---- — ----- ' UMBINGCONTRACTOR i� , "�•,��,�,>,�V, — � TELEPHONE :c:.'� � •{t., �� j ADDRESS J i`; � ; �,, >,�.,c t �a -�- � EMAIL , ,. � ` � CITY �,��ti L STATE�ZIP��`�,>'t�7 FAX �� ' � �� ` ` " ', , CONTRACTQR'S LICENSE# .3:,- ('_� r -T-�"} ,EXP DATE -.- CITY I.ICENSE# --------- - ' MECHANICAL CONTRACTOR(;t' :t C t�u,� � -- -- TELEPHONE -. � - �'�S. ," r-� -, _ , . � �. _ ADDRESS '*� CITY ��----� EMAIL� t x � 4._i ��,.,,� � �1:,.,_:�.:Y.�,. .--,},�k..'� � :t'x, STATE�ZIP -1 �`t^t�� FAX ; CONTRACTOR'S LICENSE# ;-,.. =1� ' � �a-��Crf EXP DATE"��- CITY LICENSE# Copy of City Mitigation documentation(TFC). I hereby certify that the above informatio�is correct and that the construction on,and the occupancy and the use of the above described property wili be in accordance with the laws,rules and regulations of the State of Washington and the City of Yelm. -___.._. �- _... �a. --__ I,�'��L.,�l—��._ Applicant's Signature Date Owner/Contractor/Owner's Agent I Contractor's Agent/Tenant (Please circie one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days �� F , � __ __ _..._ ___ __ _..____ 105 Yelm AuE• W (360) 158-3835 Yelm, WA 9b597 (360) 458-3t-ll FAX wwur.ce.yelm.u�a.eis � ;Z� 1,� �32 a ypQQ��f�c�ti �o �� '�T '�� a , �� E�� R��, , s A 35175 '�,� �1srEtz� �,,ti`�Q Fss�ava� E�� , It is accepta�le to pA� omifi the water stop 7;11,��„� SNEAR WALL G,4LL-OLlt �•�.P. 2x6 �'1 P.T. D� MUDSILL w/ 5EE PLAN 5/8"� A$. w/ 3"x3"xl/4" �? � WASNERS e 48" O.G. (12" 2x6 StUDS � 16" O.C. MAX FROM CARNERS ,4ND SPLICES)S�E PLAN IUAT�R StOP GONG SLAB 5EE PLAN SHE.4R WALL EDCxE NAILIUfs � - \- - - � z - . FIN.CsR � � 8" COMP,4GtED FILL �� —��—��—��_� � •a. v�Rt. � 24" O�. A�t. TAI�.S I I I—I I I—I I I=' I—I I I—I I 1=' "4 NoRIZ � 12�� o.C. (2 MINIMUM) ' ��—� � �_� ' n �—��—��) � 111=111= � Z _ _ � 0� _ �° . o � � M � (3)"4 GONT. � B07TOM 8" 8" g" DR�41NAfsE DE51CxNED BY 07H�R5 � 24" MIN. LAP SPLICE 24" • ADDItIONAL BAR REQ'D aT NOLDOIUN LOG�4TIONS - � � e � ��. ��(Q� ��. SGALE: 1"=I'-0" e a Prescriptive Energy Code Compliance for All Climate Zones in Washington ___. ______�____.___ . ___ _ � __._ �_ River Run Apartments ' ; Mountain TerraceBuilders; �30� (ongmire st Building B 14730 st rt 5Q7 „�` ` Yelm WA 9859t. �'�""" This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. --------.._`—` � � _ Authorized Representative � Date �� I �� u�� ;. �. �: .,�� 8..� ��.� �,� � ,. .ww.,. .. � -r., <, .. ,.... < , . R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb�e n/a n/a Ceiling 49� 0.026 Wood Frame Wall9�k�� 21 int 0.056 Mass Wall R-Value' 21/21`' 0.056 Floor 309 0.029 Below Grade Wall°�k 10/15/21 int+TB 0.042 Slabd R-Value&Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑1.Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. �2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. �3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary O tion Descri tion Credit s 1a Efficient Building Envelope 1a 0.5 � 1 b Efficient Building Envelope 1 b 1.0 � 1c Efficient Building Envelope 1c 2.0 � 2a Air Leakage Control and Efficient Ventilation 2a 0.5 � 2b Air Leakage Control and Efficient Ventilation 2b 1.0 � 2c Air Leakage Control and Efficient Ventilation 2c 1.5 � 3a High Efficiency HVAC 3a 0.5 � 3b High Efficiency HVAC 3b 1.0 � 3c High Efficiency HVAC 3c 2.0 � 3d High Efficiency HVAC 3d 1.0 � 4 High Efficiency HVAC Distribution System 1.0 � 5a Efficient Water Heating 0.5 � 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 0.00 *Please refer to Table R406.2 for complete option descriptions http://www.ener�v.wsu.edu/Documents/2012%20Res%20Ener�v.pdf Table R402.1.1 Footnotes For 51:,1 foot .=304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenest�ation U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. `"10/15/21.+T6" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+T6" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. ' For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. � Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. ' Window, Skylight and Door Schedule �rni�rt lnfnrmatinn Contact Information ___..._.� _____ _.__._ __ _ ,�ver RunApartments 'Mountain Terrace Builders ' ._____�__ �. � � 3L?,�.I�n mir�s�,Buildit� ;B � � _ � 1��IJ,st rt 507�� ' ,_,� ,, .<_ �._. a , _ > �,. �. x . 98598 , ,,x. �_;:� . ..� . ��. ' Width Height Ref. U-factor Qt. Feet �"`n Feet �"°n Area UA Exempt Swinging Door(24 sq. ft. max.) 0.0 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) 0.0 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet �"On Feet �"On Area UA _�2 „ �.�,�„ 2 Kitchen Windows 0:30 ' 8� 3 �"'`� '� 72.0 21.60 Bedroom windows 0.30 19 '' 4 4 304.0 91.20 Civin room windows, 0.30 12 6 ' 4 288.0 86.40 `siidin lass doors ' 0.30 8 ' 6 ' 6 $ 320.0 96.00 _ E - �°, 0.0 0.00 �.��:n. �-� ,�-��,� n,�,�,_� 0.0 0.00 ,.,, , �, 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 �: �' 0.0 0.00 0.0 0.00 F, 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 ; o.o o.00 " o.o o.00 o.o o.00 o.o o.00 o.o o.00 E�:.;�- . O.O O.00 0.0 0.00 Sum of Vertical Fenestration Area and UA 984.0 295.20 Vertical Fenestration Area Weighted U= UA/Area 0.30 Overhead Glazing (Skylights) Component Width Height Descri tion Ref. U-factor Qt. Feet �ncn Feet �nch Area UA � �`��,'��. �y _�� £" ,_ "�`��. i�j 0.0 0.00 _ :, � �,,: �, 0.0 0.00 �� a- ;,.,'. �,�_ �. �, ,.� ... ._ � 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA 0.0 0.00 Overhead Glazing Area Weighted U= UA/Area 0.00 Total Sum of Fenestration Area and UA (for heatiny system sizing ca�cu�ations) 984.0 295.20 Sim le Heatin S stem Size: Washin ton State �This heatinst svstem sizinq calculator is based on the Prescriotive Reauirements of the 2012 Washinaton State Enerav Code(WSEC1 and ACCA Manuals J and S.This calculator will calculate heatina loads onlv ACCA orocedures for sizinq coolina svstems should be used to determine coolin9 loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information �:•- ��Si�i"':4t1'��, �r,i:IY1�t1 i ! " %, -s � ,_,< ..... . „ , ,-s_ Mountaip TerraceButiders 344..'; g€itu .,<, ' ut. ��,�' „ 1� ,. .�,';�, :� :; .., y.':, 14730 st rt 567 � '��'i �� Yelm WA 98597 iW: � ,� Heatinp Svstem Tvae: O�ui ane�sYmmS �Heac vump To see detailed instructions for each section,place your cursor on the word"Instructions". Desiqn Temperature inso-uct�ons -- --IIII��--ttt� Design Temperature Difference(OT) 53 �CeY �- -� �T=Indoor(70 degrees)-Outdoor Desgn Temp Area of Buildina Conditioned Floor Area instructions Conditioned Floor Area(sq ft) Average Ceiling Height Conditioned Volume Inatructions Average Ceiling Height(ft) 52,176 Glazina and Doors U-Factor X Area = UA Instructions 0.30 295.20 Skvliqhts U-Factor X Area - UA instructions 0.50 --- Insulation Attic U-Factor X Area = UA Instructions � �49 _ � 0.026 84.79 Single Rafter or Joist Vaulted Ceilings �� U-Factor X Area UA ��..., . «�- --,.�-----W°,��, Instructions ��R-value . No selection --- Above Grade Walls�:ea Fre�re�� U-Factor X Area UA instructions R-21Intermediate � � T 0.056 Q9J,26 Floors U-Factor X Area UA �,..,� _..._.� _.._m��..�__. .____.� instructions ��R-Value . No selection --- Below Grade Walls�See Frg�.�� U-Factor X Area UA __„„„___WW_ _.�„. .,...._�. ____..�._..�__ Instructions 5elect tt-value �. No selection --- Slab Below Grade�see Freure�� F-Factor X Len th UA .�,--�.� ,�. ____ Instructions Selec[wndihonin9� � � NO SeIBCtlOf1 --- Slab on Grade�:�Fre�re�� F-Factor X Len th UA R-10 Pe� �_.� ._�.__.� ...��w...� Instructions rimeter � 0.540 "; � 6 ;:.;, 1760.94 Location of Ducts inscructions ,. e - Duct Leakage Coefficient ., _. , _ Unconditioned Space � _ 1.10 Sum of UA 2440.19 Envelope Heat Load 129,330 Btu/Hour Flaure 1. SumofUAX�T Air Leakage Heat Load 29,866 Btu/Hour vo��x o.sxerx.oie Abo��ade Building Design Heat Load 159,196 Btu/Hour �'�� Air Leakage+Envelope Heat Loss Building and Duct Heat Load 175,115 etu/Hour � Ducts in unconditioned space:Sum o/Building Heat Loss X 1.f0 Ducts in conditioned space:Sum o/Building Heat Loss X 1 Maximum Heat Equipment Output 245,161 Btu/Hour Building and Dud Heat Loss X 1.40/or Foiced Air Fumace Building and Duct Heat Loss X 1.25/or Heat Pump (07/01/13) I ' STRUCTURAL CALCULATIONS For Out of Bounds Properties LLC. Longmire Street SE Apartments Building Lateral and Vertical Design Design August 22, 2013 Project#2013156-B By PRECISE ENGINEERING iNC. HAROLD HAHNENKRATT, P.E. �►�� ,�syF f � rt0�� .. , ' �,/ , '�' a , , � �'�•+�,750 `2 eri��a��,� , ��N/►1. �' ' � , u� P ��' ��-� �, _ _ !��CEIVED DEC 0 2 2013 , ,�, ________ ► To the City of Yelm Plans Reviewer. Regarding New Project Longmire Street SE Apartments, Yelm WA The following calculations were prepared under the 2009 IBC to be constructed in Centralia, WA. The intent of the owner is to repeat the exact same structure at the above site and will be constructed under the 2012 IBC. I have reviewed the calculation for impact regarding site and code and this will have no impact on the structural design. Based on my experience with the 2012 IBC the wind loading will be about the same and the seismic loading will increase about 3% due to being constructed in Yelm. The vertical loading will not change. Based on these numbers the lateral and vertical design as completed in the following pages meet the requirements of the 2012 IBC Precise Engineering Inc. Harold Hahnenkratt, PE Principle O• H NF�, �� O�.�o� , �,� � ' n'.. ..� n � ��,' �� i, �!+r��lQ- • ' ��"�/st�Q��'-�C! �� NA1. � � � �� _ / � SCOPE: Provide structural calculations for lateral and vertical design per the 2009 IBC. These calculation are for the construction of(2) identical (8)unit buildings and the associated garage. LOADS AND MATERIALS Roo£ Comp Roofing(2 layers) S.Opsf Pre-engineered Trusses @ 24"oc 2.9psf Roof Sheathing l.5psf Insulation 1.2psf 5/8" GWB 2.8psf Misc. 1.Spsf Dead Load =14.9>15psf Snow Load = 25psf Wall: 2x6 Siuds @ 16"oc Dead Load = l Opsf Floor: I joists at 16"oc Dead Load = 12psf Part. Load = lOpsf Live Load = 40psf Balcony Live Load = 60psf Egress stairs and landing Live Load = 100psf Wind: 85 MPH Exp. B Seismic: Site Class = D Design Category = D Use Group = I R = 6.5,2.2 Cd = 4 �2 0 = 3 Soil: = 1500 PSF, Assumed bearing capacity = 38 PCF, Assumed Active Fluid Pressure = 350 PCF, Assumed Passive fluid Pressure = 0.45, Assumed Coefficient of Friction = 110 PCF, Assumed Soil Density Lumber: 2x >4x = #2DF 6x > _ #1DF GLB = 24f-v4 for simple span = 24f-v8 for cont. and cantilever. Concrete: flc = 2500psi Rebar = Grade 60 LATERAL DESIGN Wlnd LOading: Simplified(ASCE 7-05 Section 6.4) PS = �Kn�WPsso Wind Speed 85 mph Exposure B Roof Pitch a:�2 � _ � Kn= � 1 = 1 pS30 = 10 (Roof) 12.9 (Wall) ps= 10.0 (Roo� 12.9 (Waill MCE Parameters - Conterminous 48 States Zip Code - 98531 Central Latitude = 46.725818 Central Longitude = -122.961582 MCE MAP VALUES Short Period Map Value - Ss = 109.5% g 1.0 sec Period Map Value - S1 = 40.4% g RESIDENTIAL DESIGN INFORMATION Short Period Map Value - Ss = 109.5% g Soil Factor for Site Class D - Fa = 1.06 Residential Site Value = 2/3 x Fa x Ss = 77.5% g Residential Seismic Design Category = D1 Seismic Loading: section i2.a,�2.a iBc Eh=pQh Qh=V p=1.3 V= CSW CS=SoS/1.4R E=(1.3Sps/1.4R)W SpS 0.775 R = 6.5 (Wood Shear Wall) R = 1.5 (Cantilever Column) V= 0.111 Wt. (Wood Shear Wall) V= 0.443 Wt. (Cantilever Column) O A 3 � � . o o _ ________ _ _ � - ___ _______ t-_ _ __________ ___________ _ _ ___________ __________ _� . _ ___________ _________ _ � _ ___________ ____�.��_ ,___ _ - _ ____ ________ _ _ _________ ___ ______ _ _ ___________ __ _______ __fi ___ _______ __ ___________ _ _ _-_____-_-_________-_-_ -_�_ -_- _-_-_________-_-_-_-_-_ � _ _ ___________ _______ __�-- ___ ________ _____ _ _ _ _-_-_-_-_-_ � _ --_-_-_-_ -_- -_- _-_-_-_-_ _-_-_-_---_-_ -� _ � ____ ____ ; _ �____� _________ , ________________ .� - ---- --� --- ------ -------- � -------------- - �----- - , �- ---- � ----------�------ -------.-------- -- - - ------ ------- ----- ------ -- ---- i - - _-;�__------___-___-_-----=fi =_----___------------[- -- _- . . -�-- �-- --- ----------- ------- -------------- -�--� E � _ _ '—_—_______—'—_—_—_—_—_—_� __—'—'_'—__'—'_'_'—'—'—_—' ' ' �� " . � . . � . . � . . . � . . � . � . . � . . � . . � I ___—_—_—____'__ _ _ _—_—___—_—_—'—_ A-3D _ I __'_'__—'_'____ ___—___—__' • _'___'______ ______'___'____ _ . _ i '_'__—_—__'____ '_______'__ __—'___'__—_ '___'_'_'_'_'_' � _ ____'__—_—_—___ ___—'—_—___� __—____'__—_ _____—____'____ o - � ,� � _ ROOF FRAMING NOTES ` I. {l5E IR'CD%OR 1/W'OSB SPAN RATED 74/p OR BE7TER d"di NAIL W/Bd NAILS o 6'OL.EDGES,4� •¢'GL.M THE FIF}.D.ll.Pf E55 NoTED oTNElaU15EJ 7.ALL VEApER$TO BE bkB OF 1 IME55 NOIED O7NEIalASE 3.TOP RdiE°AILES:WIL SRICES 9U f71 R7W5 Kq NNLB •7'OL.fOR 74'ER1¢R SIDE Gf SR.IGE f(74)HM IOd NAIL9 EGLH SIDE LF SPLICE. ROOF FRAMINC� PLAN SGALE:I/4'.I'-0" Two Story Wind to Diaphragm Wind Upper Plate Height 9.1 Roof 10 Main Plate Height 9.1 Walls 12.9 Floor Depth 1 Diaphragm Roof Ht. Wind Load Length Total Load 1-2 Roof 0 5.8 132.9 59.0 7839.3 Upper 0 130.3 59.0 7687.1 SUM 15526.4 Roof Ht. Wind Load Length Total Load A-B Roof 10.5 0.0 163.7 64.0 10476.5 Upper 0 130.3 64.0 8338.6 SUM 18815.0 S'�► �^�v 1 C, � ) 2� ��'� 6 x- ►z � �}'�� ,� Z � w A y�, ��'T L �� y. �', �' Z�, r �v Z �j�,-7 v� 3��3� � z� � �j H� � � � �� w � �� izz� �''r'`�� 1� G � �j �f�r�✓�1 �� j� � I��,� �► � �� C � � O O O O '� ti ti ti ti Q. � � i � � 2 d Q. d � N (9 N (9 m U U U U o� �m �� d O o-°o � o�°o o�o � c� co r C� in ao 0 0 f- � � N � � �� O � C� � � OO � 'd' c'7 � - N OO c- c- � � � � M � � " LC) 1� OO C.4 C N 00 00 V t� a0 c� O (O � Q oO t� CO 1� H � � C O 00 CO �t _ � (O CO 0�0 > � „-_ c+� co ao I� N n. •— �r co 0 � �— co co 00 � � > co c� � co � in o co 00 oi � .� N M c0 � v �) � � � � L �� O O O O N � (�D c�0 � � � J � � 'C � O O O O _ � � O� � � � Q � tC) � CO CO � C� � G� 1� M � `� N M M O (d fl- M 00 CO M O �-- �- �- � U J C C� � N d N .� � J O Q O = N C � Q .�� W � N � '— N � O � � N m �U = J Q d � U � � � O � O M O O � O � O � O O CO O F-- rn rn ° rn rn °�° � O CO CO M O O O � O � O � O O o0 O � O � O O M O � � tn � V �t o0 � � � 7 � � � N > N J . . .... . . ..... . .... ........ .......... .......... � (fl Cfl O O W � � f� 1� Z t�C) � 'ct �t J � Q � � N CO OO � Q � O � O � O O � O N O N O O � O � F- c7 M t� LA Ln � .-- J � � � 7 � � ,� ... . ;;.. �:�.:::: ::....:::. .._:. ..._..;:.....:-:��::-: ��:::::.::....:::;:• O O � r- r Cp N N N M M C'7 C`7 I-Nf') Lf� � � � N Q m C J C � � m � �U � d. 2 0 V V C' 'R � m O O O O 'O N m N N m � Q Ur'JV cD r = E E E E �/V�'�(a`"),N O� p) O) N � M N N G V @ � � o� c0 O N '7 >. � — N �O O O ~ � n �cl c'7 O � O�i [n d j � M � V � N > N L y � N h O) tn T V' � f`') � � _ � O N N (D M N N O O) 1� aD 1� Z � � 1� i� � M (D � Q� � N '- V r N O — � N @ U c o 0 0 0 0 0 0 0 3 N cD N (O (D (D (O cD m � � �i � N O N O O O O O � L O � � (0 U (`7 Ch �D N m O� In ln � � (�7 (h (�J ch N N V � � V - � ••- � .0 uJ u� � u] � � QJ cD ch c0 e- GO CO � �p � N (D N O f� O O m O O O O m O UJ CD M Q O 1� 1� V CO c'7 m CO W O) V � (`') V' � o� � N � L[J f� N N U N ch �(O U � N N � N � N cD � (`�N N V �tJ c0 @ N [U @@@ 3 N �� C� p� N O O O O � inv � a�o � i� OOO O Q � � � v � `m m co m ao L = � � J tU Q � �t � � � Q CO U � I U U a — � W � o 0 0 0 0 0 0 � � � � �i � N c0 N u� f� GO � V O� V h c0 � (`J � V I� O M V � � M N � M � N — r �p O O O O O O O O �y �N 6� 6� Q� � � Q) Q) O� S L �p @ c'7 M M M c0 CO M M O � m (O O O aD N - '� F- � N N c'7 c°J (�'J c`') _ N II �� II c0 � L � a � . m _ = 2 � � � r � p o 0 0 0 LL � � M M N in C P � M M V '- N (`"J � M M N u7 tIJ ch c+J V V C � � � � � X d' M (,7 � O O N � � u� � N CO W M c`') — M c0 CO M c�'J V aD N � .�. Q � � O O O O � � � n > U > N CO c0 (O CO N O O � � � � �(7 � LL� m tc� l!7 C� N N � � � c0 c0 c0 (O N V C O O) .- � L II II II � U O O O O O O O O �� X X X X � N M N M M O (h O N N ch (h O) c") � M N V N V' M O] M O) ll� O) � � N (0 f0 N � � 0 0 ' ' ' > N � N � N a' Q' d' Q' � � � � J � N Q CO � TYPICAL SHEAR WALL NOTES Use 5/8" dia.by 10" Anchor Bolts (AB's) with single plates and 5/8" dia. by 12" AB's with double and 3x plates spaced as shown on the drawings. AB's shall have 7"of embedment into footing,shall be centered in the stud wall, and shall project through the bottom plate of the wall and have a 3x3x1/4 plate washer. At existing foundation use 5/8" diameter Simpson Titen HG bolts with minimum of 4" embedment into the existing concrete. All wall sheathing shall be 1/2" CDX plywood, 5/8" Tl-ll siding, or 7/16" OSB with exterior exposure glue and span rated"SR 24/0"or better. All free sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where noted on the drawings or below. All nails shall be 8d or l Od common(8d common nails must be 0.131 inch diameter, Senco KC27 Nails are equivalent. If l Od common nails are called for the diameter must be 0.148 inches, Senco MD23 Nails are equivalent). Nail size and spacing at all sheathing edges shall be as required below or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted. Hold downs are Simpson"Strong Tie" and shall be installed per the manufacture's recommendation. Equivalent hold downs by United Steel Products Company"Kant-Sag"that have ICBO approval can be substituted in place of Simpson hold downs. All floor systems must be blocked solid below member that the hold down is attached to. This block should be equal to or larger than the member the hold down is attached to and be placed as a"squash block". All double and triple studs shall glued and nailed together with lOd's at 3" o.c. for each layer. A114x studs are to be#2 DF and all 6x studs are to be#1 DF when used for hold downs and shear walls. All fasteners in contract with pressure treated lumber shall be zinc coated in accordance with ASTM B 695,Class 55 minimum. Fasteners exposed to weather must meet the requirements of the pressure treating manufacture's minimum. IN ADDITON, the contractor shall coordinate connector/fastener coating requirements with recommendations from connector/fastener manufacturer and type of pressure treating chemical and retention being used. See Section 2304.9.5 of the 2009 IBC for additional infoxmation. ALL WALL AND ROOF FRAMING LUMBER SHALL BE DOUG-FIR#2 OR BETTER. NOTE: MST STRAPS attaches to (2) 2x or 4x studs in wall above and below unless noted otherwise. Nail all holes with 16d sinkers. SHEAR WALL SCHED ULE '�(,.�� sheathing nailed with l Od's at 6" on center all edges. / L ' sheathing nailed with l Od's at 4" on center all edges and 4x or 6x studs at panel edges. \/� HOLD DOWNSCHEDULE It is the responsibility of the contractor to locate hold down anchor bolt to accommodate all structural framing. Anchor bolt to be located nearest the corner or opening at the end of the shear wall. All foundation vents to be a minimum of 12"off centerline of the anchor bolt on either side. Holdown stud to be coordinated with shear wall panel edge framing requirements. Larger stud size controls * For holdown anchor bolt embedment greater that foundation depth, thicken footing for 2'-0" either side of holdown anchor bolt to a depth that provides for 3" clear below the bottom of the anchor bolt. Provide (2) additional #2 x 3'-0"pieces of longitudinal rebar at this location. � �p HDU2 attaches to concrete foundation with a Simpson SSTB 16. HDU2 attaches to double 2x studs or 4x or 6x stud with (6) Simpson SDS 1/4 X 3 Wood Screws in wall above. � �I �� j HDU4 attaches to concrete foundation with a Simpson SSTB 20. HDU4 attaches to � double 2x studs or 4x or 6x stud with (10) Simpson SDS 1/4 X 3 Wood Screws in wall above. FLOOR TO FLOOR STRAP / IMSTA 49 Simpson MSTA 49 is a floor to floor strap that is centered on the rim joist. The strap attaches to a minimum of a single stud in the wall above and below. Shear wall boundary member and Holdown member requirements will usually control member size. Install per Simpson's requirements. A-3 I ' __'___ _ I ' -_-_-_- �{''`� _ ' '_______' '_______'-_ __'___'_'_' '-'-_ _3�! _ ______'__ '_'_'__-_-_ I '_'__-_-__' _ �_ '_' _ 'I ___-_______ '_'_'_'____ _ ' '_ ____ -____' _ _ ' _-_-____'_ _ ' ' _' _SL � _ _ _____'___' _' - - '__-____'_ I ' ---------- -- ------- -fi -- ------- - ---------- - - ---- --- --- -- ---- ---------- , - - ----------------------- --�- --- ----------------------- � - ------------- --------- -fi -- --------- ------------ -----------�- --------- - - --------- -------- - - ---------- - ---------�- ------- ------------ �- - � - ----- ---------------fi --- � -------- -------- - � - -- -------- - � ------- -------- ------ ------ ----- - - - - - � -----------------------fi ------------------------ - - -�-- ----------- ----------- - - - -------------------------� ----------------- ---- - - ,� _ . . - . . _ . . - . . . - . . _ . _ . . - . . - . . - � ____'_____'____ _ _ ___-___-_-_-_-_ A-3ID � _ __'__-_-_-___-_ _______-'_'� -__'_'___'-_ ________'_'__-_ _ ROOF FRAMING NOTES < I. U$E Vl•GD%OR l/l6'OSB SPdV RAiED 14/0 OR BET7ER 4ND NAIL�1V 8d NAIL6 0 6'OG EDGES d10 �Q'OL.IN iME FIELD.(WLE%NT.EO OTHEnlIMSE) 7.R1y IfqpEp i0 0E 6k9 DF�W.ECd NOTED 01/Ffdl19E 3.10P PIAiE 9PI.KFS�.NAIL SP�ICE9 Yv 111 fd?IB mtl NAILB •i'OL.F7R 7!'EfRlER SIDE cF SPLICE(/7a)MRl bd N41L8 EAGH SIDE LF SRICE ' ROO� FRI�MINCv PL.AN 5C4LE:I/4".I'-m. Title Block Line 1 Title: Job# You can changes this area Engineer: using the"Settings"menu item Project Desc.: and then using the"Printing& � Title Block"selection. Title Block Line 6 ��med n se�2oiz.s 3�c.r:� � ---- - _..------ ----- ----- --- ---- - - LMUItIpI@ SIII'ipI@ B@c'�I�TI ENERCALC,INC.1983-2012,Build:6.12.8.21,Ver.6.12.8.21 � E.s��E• Description : Roof Framing ---__ _ ---T T Wood Beam Design : A Calculations per 2005 NDS,IBC 20U9,CBC 2010,ASCE 7-05 BEAM Size : 6x8, Sawn, Fully Unbraced Using Allowable Stress Design with 200916C&ASCE7-05 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb-Tension 875 psi Fc-Prli 600 psi Fv 170 psi Ebend-xx 1300 ksi Density 32.21 pcf Fb-Compr 875 psi Fc-Perp 625 psi Ft 425 psi Eminbend-xx 470 ksi Applied Loads Unif Load: D=0.0150, S=0.0250 k/ft,Trib=20.0 ft �8SlC,Jl7 ..SUR71118I}/ �, o�a ao�srosoi __.x.�_____r�.. Max fblFb Ratio = 0.208• 1 I I fb:Actual: 209.45 psi at 1.500 ft in Span#1 � s � I� Fb:Aliowable: 1,005.45 psi _ i� �� , Load Comb: +D+S+H i � ,� Max fv/FvRatio= 0.131 : 1 �� i``� fv:Actual: 25.60 psi at 2.380 ft in Span#1 I I Fv:Allowable: 195.50 psi I Load Comb: +p+S+H 3.0",6�e _,, Max Reactions (k) D L Lr S w E H Max Deflections Left Support 0.45 0.75 Downward L+Lr+S 0.004 in Downward Total 0.006 in Right Support 0.45 0.75 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 9877 >240 Total Defl Ratio 6173 >240 Wood Beam Design : B Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 6x8, Sawn, Fuily Unbraced Using Allowable Stress Design with ASCE 7-05 Load Combinations, Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb-Tension 875 psi Fc-Prll 600 psi Fv 170 psi Ebend-xx 1300 ksi Density 32.21 pcf Fb-Compr 875 psi Fc-Perp 625 psi Ft 425 psi Eminbend-�oc 470 ksi Applied Loads Unif Load: D=0.0150, S=0.0250 k/ft,Trib=8.0 ft Desiqn Summary I om�zm sram• �--1----�-- . . Max fb/Fb Ratio = 0.083• � � , fb:Actual: 83.78 psi at 1.500 ft in Span#1 Fb:Allowable: 1,005.45 psi ' � �'� Load Comb: +D+S+H � (� Max fvlFvRatio= 0.052: 1 I U � fv:Actual: 10.24 psi at 2.380 ft in Span#1 Fv:Allowable: 195.50 psi Load Comb: +p+g+H 3.oa 6,� Max Reactions (k) o L Lr S W E H Max Deflections Left Support 0.18 0.30 Downward L+Lr+S 0.001 in Downward Total 0.002 in Right Support 0.18 0.30 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 24694 >240 Total Defl Ratio 15434 >240 Wood Beam Design : C Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 6x8, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-05 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb-Tension 875 psi Fc-Prll 600 psi Fv 170 psi Ebend-xx 1300 ksi Density 32.21 pcf Fb-Compr 875 psi Fc-Perp 625 psi Ft 425 psi Eminbend-xx 470 ksi Applied Loads Unif Load: D=0.0150, S=0.0250 k/ft,Trib=14.50 ft Desiqn Summary o,0 2„5,S,o 36�5, Max fb/Fb Ratio = 0.605• � I fb:Actual: 607.42 psi at 3.000 ft in Span#1 ! Fb:Allowable: 1,004.62 psi \ I Load Comb: +D+S+H , Max fv/FvRatio= 4.257: 1 � � fv:Actual: 50.20 psi at 5.380 ft in Span#1 � Fv:Aliowable: 195.50 psi Load Comb: +p+$+I-� s.o+�.exe Max Reactions (k) D L Lr S w E H Max Deflections Left Support 0.65 1.09 Downward L+Lr+S 0.042 in Downward Total 0.068 in Right Support 0.65 1.09 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 1703 >240 Total Defl Ratio 1064 >240 Title Block Line 1 Title: Job# You can changes this area Engineer: using the"Settings"menu item Project Desc.: and then using the"Printing 8� Title Block"selection. Title Block Line 6 Printed:i t SEP 2012.9:37AM :------_..____._� __..___._..�__... _.---- -----------..-___�.r__- --------- -'--._..__. .-___. ___....___, MUItIpIB SI11'1pI@ BBc�171 ENERCALC,INC.1983-2012,Buiid:6.12.8.21,Ver:6.12.8.21 � t.�i:�� --._ ------ ---- - Wood Beam Design : D Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 6x8, Sawn, Fully Unbraced Using Allowabie Stress Design with ASCE 7-05 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb-Tension 875.0 psi Fc-Prll 600.0 psi Fv 170.0 psi Ebend-xx 1,300.0 ksi Density 32.210 pcf Fb-Compr 875.0 psi Fc-Perp 625.0 psi Ft 425.0 psi Eminbend-xx 470.0 ksi Applied Loads Unif Load: D=0.0150, S=0.0250 k/ft,Trib=14.50 ft Desiqn Summarv o,��,;�,,��z5; ', <�...-_�_�y =-- -� Max fb/Fb Ratio = 0.151 ; � ; ' fb :Actual: 151.85 psi at 1.500 ft in Span#1 ! Fb:Allowable: 1,005.45 psi ' ,, Load Comb: +D+S+H �J `i Max fv/FvRatio= 0.095: 1 ', � � fv:Actual: 18.56 psi at 2.380 ft in Span#1 ' Fv:Allowable: 195.50 psi Load Comb: +p+g+H 3.on,6xe Max Reactions (k) D L Lr S w E H Max Deflections Left Support 0.33 0.54 Downward L+Lr+S 0.003 in Downward Total 0.004 in Right Support 0.33 0.54 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 13624 >240 Total Defl Ratio 8515 >240 Wood Beam Design : E Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 6x8, Sawn, Fully Unbraced Using Aliowable Stress Design with ASCE 7-05 Load Combinations, Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb-Tension 875 psi Fc-Prll 600 psi Fv 170 psi Ebend-xx 1300 ksi Density 32.21 pcf Fb-Compr 875 psi Fc-Perp 625 psi Ft 425 psi Eminbend-xx 470 ksi Applied Loads Unif Load: D=0.0150, S=0.0250 kfft,Trib=16.50 ft Desiqn SummaN Maxfb/FbRatio = 1.U05• � O�� o�oza�ssioa�zs� fb:Actual: 1,009.20 psi at 3.625 ft in Span#1 , i' I Fb:Allowable: 1,004.27 psi LoadComb: +D+S+H � ( ` � Max fv/FvRatio= 0.371 : 1 � � iv:Actual: 72.50 psi at 6.646 ft in Span#1 I Fv:Allowabie: 195.50 psi i 7250 ft, 6x8 � LoadComb: +D+S+H Max Reactions (k) D L Lr S w E H Max Deflections Left Support 0.90 1.50 Downward L+Lr+S 0.103 in Downward Total 0.164 in Right Support 0.90 1.50 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 848 >240 Total Defl Ratio 530 >240 Wood Beam Design : F Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 6x8, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-05 Load Combinations, Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb-Tension 875 psi Fc-Prll 600 psi Fv 170 psi Ebend-xx 1300 ksi Density 32.21 pcf Fb-Compr 875 psi Fc-Perp 625 psi Ft 425 psi Eminbend-xx 470 ksi Applied Loads Unif Load: D=0.0150, S=0.0250 k/ft,Trib=4.0 ft Design Summarv Max fb/Fb Ratio = 0.464; � �o.oso s o.io fb :Actuai: 465.45 psi at 5.000 ft in Span#1 I -------' -- Fb:Allowable: 1,003.48 psi Load Comb: +D+S+H � -� �i Max fv/FvRatio= 0.'I 31 : 1 j � \ fv:Actual: 25.60 psi at 9.400 ft in Span#1 I io.on,sxe I Fv:Allowable: 195.50 psi Load Comb: +D+S+H L I Max Reactions (k) D L Lr S w E H Max Deflections Left Support 0.30 0.50 Downward L+Lr+S 0.090 in Downward Total 0.144 in Right Support 0.30 0.50 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 1333 >240 Total Defl Ratio 833 >240 A3 I /' • • BEN7 i pcJ�l T6• __'-'-'- __ ' �b�'o� I I I I ------- - ----------- ------- --- I '�j � ----------- ------- --- • ----------- ----_----- I � ------� -- ------- ' � � --------- — - ---- I � --------m ----- ---- I � ------ --- -- ------ • O --------� - ---� ----- V ____'-' m-' _ -'__-_ � � • • � � � �� _-_-_-_� _ ' _-_-'-_ ' n BENi � ---------- ---� - � � � I ( � � I I I I I � ---------- --- - I I I � � i � � � � m � -------- ------ ----- � � � � � � �� , � ------- -- -- ----- I • � � � I I � -------- -- -- ___ � ------- ----- - -----------. � � � �� -- -�- ---- ---' ---------� � �I --. - . , �� -!-- ------_� � --------- --� --------- ------- - a--- ------_ �� , -------- --- ---_--.-- _ � __'______ __'_' __'-______ 4-6 � �BoiseCascade Single 11-7/8" BCIO 5000-1.7 DF Joist1J01 BC CALCO 3.0 Design Report- US 1 span � No cantilevers �0/12 slope Tuesday, September 11, 2012 Build 440 16 OCS � Repetitive � Glued &nailed construction File Name: BC CALC Project Job Name: Description: J01 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1336 Misc: : z ' '_��_.__�'_T_-�'L�_.Y._"_7_"_S_.._Y_Y--��" r 9 v v_3____T._'.T__Y_ T_....Y_-_4-_�` '� � s� s � b" v T_.-_T.__L.Y__.._Y.� �'. !L___T�-�� T �s r g i_�_...F__-Y�'.-_Y .._"�'"._4--1��-Y __L '� F__9 _X.—P'___Y_"4_�-_3 `P'_".g._._Y_ � ��"��!_�'_J , . . . .. . . .. . . �� . � � . � .. � � � . . . . . . . :..I �- 16-06-00 � B0,2-1/2" B1,2-1/2" LL 550 Ibs LL 550 Ibs DL 132 Ibs DL 132 Ibs Total Horizontal Product Length=16-06-00 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psfl L 00-00-00 16-06-00 40 12 16 2 Pa�tition Load Partition (ps� L 00-00-00 16-06-00 10 16 Controls Summary Value %Allowable Duration Case Span DisCiosure Pos. Moment 2,715 ft-Ibs 86.2% 100% 1 1 - Internal Completeness and accuracyof input must End Reaction 682 Ibs 57.4% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/455(0.428") 79.1% 1 1 output as evidence of suitability for Live Load Defl. L/564(0.345") 85.1% 1 1 Particular application.Output here based Max Defl. 0.428" 42.8% 1 1 on building code-accepted design S an/De th 16.4 nla 1 properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x V1� Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 2" 682 Ibs n/a n/a Unspecified or ask questions,please call B1 Wall/Plate 2-1/2"x 2" 682 Ibs n/a n/a Unspecified �800)232-0788 before installation. BC CALCOO,BC FRAMERRO,AJSTM' Notes ALLJOISTO,BC RIM BOARDT'" BCIO, Design meets User specified(L/360)Total load deflection criteria. BOISE GLULAMT"" SIMPLE FRAMING SYSTEMOO ,VERSA-LAMO,VERSA-RIM Design meets User specified (L/480) Live load deflection criteria. PLUSO,VERSA-RIMO, Design meets arbitrary(1") Maximum load deflection criteria. vERS,4-STRANDO,vERSA-STUDO are Composite EI value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Cascade,L.�.C. Page 1 of 1 Title Block Line 1 Title: Job# You can changes this area Engineer: using the"Settings"menu item Project Desc.: and then using the"Printing& Titie Block"selection. Title Block Line 6 N��mEd ii seP 2oia,ii:�y�.r.i ; MUItIpI@ SICY1pI@ Bec�lY� ENERCALC,INC.1983-2012,Build:6.12.8.21,Vec6.12.8.21 r 1e99:i! Description : Upper FLoor Framing ---_ .__- - ------ -- -- Wood Beam Design : A Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 6x8, Sawn, Fully Braced Using Allowable Stress Design with 20091BC&ASCE7-05 Load Combinations, Major Axis Bending Wood Species: Hem Fir Wood Grade: No.1 Fb-Tension 1050 psi Fc-Prll 750 psi Fv 140 psi Ebend-xx 1300 ksi Density 27.7 pcf Fb-Compr 1050 psi Fc-Perp 405 psi Ft 525 psi Eminbend-xu 470 ksi Applied Loads Unif Load: D=0.0150, L=0.060 k/ft,Trib=2.0 ft Unif Load: D=0.040 k/ft,Trib=1.0 ft Design Summary Max fb/Fb Ratio = 0.948• � __o�o.o�m.__ fb :Actual: 795.93 psi at 6.000 ft in Span#1 c - � � Fb:Allowable: 840.00 psi i 1 Load Comb: +D+L+H -- Max fv/FvRatio= 0.333: 1 ; � fv:Actual: 37.31 psi at 11.400 ft in Span#1 ': iz.oe, eXa Fv:Allowable: 112.00 psi Load Comb: +D+L+H � Max Reactions (k) D L Lr S w E H Max Deflections Left Support 0.42 0.72 Downward L+Lr+S 0.224 in Downward Total 0.355 in Right Support 0.42 0.72 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live load Defl Ratio 643 >360 Total Defl Ratio 406 >360 Wood Beam Design : B Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-OS BEAM Size : 6x8, Sawn, Fully Unbraced Using Aliowable Stress Design with ASCE 7-05 l.oad Combinations, Major Axis Bending Wood Species: Dougias Fir-Larch Wood Grade: No.2 Fb-Tension 875 psi Fc-Prll 600 psi Fv 170 psi Ebend-xx 1300 ksi Density 32.21 pcf Fb-Compr 875 psi Fc-Perp 625 psi Ft 425 psi Eminbend-�oc 470 ksi Applied Loads Unif Load: D=0.0220, L=0.040 k/ft,Trib=6.0 ft Unif Load: D=0.090 k/ft,Trib=1.0 ft Desiqn Summary � e1B+gy�sp�4aa, � Max fb/Fb Ratio = 4.554: � 1 - ' fb:Actual: 483.84 psi at 3.000 ft in Span#1 I Fb:Allowable: 873.77 psi I I Load Comb: +D+L+H j ,-�`- ---- , � Max fv/FvRatio= 0.235: 1 I j� fv:Actual: 39.98 psi at 5.380 ft in Span#1 I � �-` i Fv:Allowable: 170.00 psi ', Load Comb: +p+�+H b.o� fi�s Max Reactions (k) D L Lr S W E H Max Deflections Left Support 0.67 0.72 Downward L+�r+S 0.028 in Downward Total 0.054 in Right Support 0.67 0.72 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 2572 >360 Total Defl Ratio 1336 >360 Wood Beam Design : C Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 3.5x11.875,VersaLam, Fully Braced Using Allowable Stress Design v,nth ASCE 7-05 Load Combinations, Major Axis Bending Wood Species: Boise Cascade Wood Grade: Versa Lam 2800 Fb-Tension 2,800.0 psi Fc-Prll 3,000.0 psi Fv 285.0 psi Ebend-xx 2,000.0 ksi Density 32.210 pcf Fb-Compr 2,800.0 psi Fc-Perp 750.0 psi Ft 2,100.0 psi Eminbend-xx 2,000.0 ksi Applied Loads Unif Load: D=0.0220, L=0.040 k/ft,Trib=12.50 ft Design Summary 02750 L D.50 Max fb/Fb Ratio = 0.504: � -*-- fb:Actual: 1,412.03 psi at 5.000 ft in Span#1 ': •.. T ' - - Fb:Allowable: 2,800.00 psi Load Comb: +D+L+H Max fv/FvRatio= 0.396: 1 �� fv:Actual: 112.76 psi at 9.033 ft in Span#1 '--� Fv:Allowable: 285.00 psi 10.0 ft, 3.5z11.875 Load Comb: +D+L+H Max Reactions (k) D L Lr S W E H Max Deflections Left Support 1.38 2.50 Downward L+Lr+S 0.116 in Downward Total 0.179 in Right Support 1.38 2.50 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 1037 >360 Total Defl Ratio 669 >360 Titie Block Line 1 Title: Job# You can changes this area Engineer: Project Desc.: using the"Settings"menu item and then using the"Printing& Title Block"selection. Printed�.11 SEP i0i2,11-.'9AtJ� Title Block Line 6 � __.__ ._____.-_------.__ __-_._ �-_.._ ___._---..___--- ,--- ----- j MUItIpI@ SIC11pI@ BB�ltll ENERCALC,WC.1983-2012,Bui1d:6.12.8.21,Ver.6.12.8.21 � : o.aa:i� - _ � �- Wood Beam Design : D Calculations per 2005 NDS,IBC 2�09,CBC 2010,ASCE 7-05 BEAM Size 4x6,Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-05 Load Combinations, Major Axis Bending Wood Species: Dougias Fir-Larch Wood Grade: No.2 Fb-Tension 900.0 psi Fc-Prll 1,350.0 psi Fv 150.0 psi Ebend-xx 1,600.0 ksi Density 32.210 pcf Fb-Compr 900.0 psi Fc-Perp 625.0 psi Ft 575.0 psi Eminbend-xx 580.0 ksi �plied Loads Unif Load: D=0.0220, L=0.040 k/ft,Trib=14.50 ft Unif Load: D=0.090 k/ft,Trib=1.0 ft Desian Summarv , °�° � -- ��---�n��y� .T Max fb/Fb Ratio = 0.648� � I fb :Actuai: 756.64 psi at 1.500 ft in Span#1 �1 Fb:Allowabie: 1,168.38 psi li � 1 Load Comb: +D+L+H '� �'� Max fv/FvRatio= 0.450: 1 � U fv:Actual: 80.92 psi at 2.550 ft in Span#1 'I `� Fv:Allowable: 180.00 psi 3oH,<,� Load Comb: +D+L+H Max Reactions (k) D L Lr S w E H Max Deflections Left Support 0.61 0.87 Downward L+Lr+S 0.014 in Downward Total 0.023 in Right Support 0.61 0.87 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 2630 >360 Total Defl Ratio 1542 >360 Wood Beam Design : E Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 6x8, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-05 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb-Tension 900 psi Fc-Prli 1350 psi Fv 180 psi Ebend-xx 1600 ksi Density 32.21 pcf Fb-Compr 900 psi Fc-Perp 625 psi Ft 575 psi Eminbend-xx 580 ksi Applied Loads Unif Load: D=0.0150, L=0.060 kfft,Trib=1.50 ft Unif Load: D=0.090 Wft,Trib=1.0 ft Unif Load: D=0.0220, L=0,040 k/ft,Trib=7.0 ft Desic�n Summarv �°, °' °28°, Max fb/Fb Ratio = 0.742• � � � `------� fb:Actuai: 666.59 psi at 3.000 ft in Span#1 III I I Fb:A Ilowable: 898.95 psi � Load Comb: +D+L+H I I Max fv/FvRatio= 0.306: 1 � ,� � fv:Actual : 55.09 psi at 5.380 ft in Span#1 �, I Fv:Allowable: 180.00 psi e.oa e� Load Comb: +D+L+H -- Max Reactions (k) D � Lr S w E H Max Deflections Left Support 0.80 1.11 Downward L+�r+S 0.035 in Downward Total 0.060 in Right Support 0.80 1.11 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 2053 >360 Total Defl Ratio 1193 >360 Wood Beam Design : F Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 6x8, Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-05 Load Combinations, Major Axis Bending Wood Species: Hem Fir Wood Grade: No.2 Fb-Tension 675.0 psi Fc-Prll 500.0 psi Fv 140.0 psi Ebend-xx 1,100.0 ksi Density 27.70 pcf Fb-Compr 675.0 psi Fc-Perp 405.0 psi Ft 350.0 psi Eminbend-xx 400.0 ksi Applied Loads Unif Loatl: D=0.0150, �=0.060 k/ft,Trib=1.50 ft Unif Load: D=0.040 Wft,Trib=1.0 ft Desian Summarv , o 0 Max fb/Fb Ratio = D.462• � � fb:Actual: 249.55 psi at 3.750 ft in Span#1 � Fb:Allowable: 540.00 psi "_�_ -- ' \ Load Comb: +D+L+H �� J Max fv/FvRatio= 0.156: 1 � � iv:Actual : 17.47 psi at 6.900 ft in Span#1 Fv:Allowable: 112.00 psi 7.50ft, 6xB Load Comb: +D+L+H ' - - Max Reactions (k) D L Lr � W E FI Max Deflections Left Support 0.23 0.34 Downward L+Lr+S 0.030 in Downward Total 0.051 in Right Support 0.23 0.34 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 2971 >360 Total Defl Ratio 1753 >360 . Title Block Line 1 Title: Job# You can changes this area Engineer: Project Desc.: using the"Settings"menu item and then using the"Printing& Title Block"selection. Printed�it SEP 2072,11:19Ab1 TitleBlock Line 6 _------____.___ __ _----_____._-�_-___�,__------------_--- -------- ------ ---____ __- --------.�.-___T_.. �� MU�tlp�@ .SICTIp�@ B@a�tll ENERCALC,INC.1983-2012,Buifd:6.12.8.21,Ver.8.12.8.21 ' - -• . �.a�:�• . . -- ---- --- ---_------ -- Wood Beam Design : G Calculations per 2005 NDS,IBC 2U09,CBC 2010,ASCE 7-05 BEAM Size : 4x6, Sawn, Fully Unbraced Using Allowabie Stress Design with ASCE 7-05 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb-Tension 900 psi Fc-Prll 1350 psi Fv 180 psi Ebend-xx 1600 ksi Density 32.21 pcf Fb-Compr 900 psi Fc-Perp 625 psi Ft 575 psi Eminbend-xx 580 ksi Applied Loads Unif Load: D=0.0220, L=0.040 klft,Trib=13.0 ft Design Summarv i zaeo;,LC szo_ __ i . =i._._ .-.� _. _..� �� Max fb/Fb Ratio = 0.528: 1 fb:Actual: 616.63 psi at 1.500 ft in Span#1 ', i , Fb:Allowabie: 1,168.38 psi I ��`--- Load Comb: +D+L+H � � � Max fv/FvRatio= 0.368: 1 � fv:Actual: 65.95 psi at 2.550 ft in Span#1 I II Fv:Allowable: 180.00 psi 3.os <� Load Comb: +D+L+H Max Reactions (k) D L Lr S w E H Max Deflections Left Support 0.43 0.78 Downward L+Lr+S 0.012 in Downward Total 0.019 in Right Support 0.43 0.78 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 2933 >360 Totai Defl Ratio 1892 >360 Wood Beam Design : H Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 4x8, Sawn, Fulty Unbraced Using Allowable Stress Design with ASCE 7-05 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb-Tension 900 psi Fc-Prll 1350 psi Fv 180 psi Ebend-�oc 1600 ksi Density 32.21 pcf Fb-Compr 900 psi Fc-Perp 625 psi Ft 575 psi Eminbend-xx 580 ksi AAplied Loads Unif Load: D=0.0220, L=0.040 k/ft,Trib=14.0 ft �6SIqf1 SIJ/ll/178�V _ crosoeo��oseo� �I �_ • ---i Max fb/Fb Ratio = 0.910; 1 I ; I �i fb:Actual: 1,061.59 Psi at 2.500 ft in Span#1 I Fb:Ailowable: 1,166.34 psi �I LoadComb: +D+L+H I� � = 42: 1 li Max fv/FvRatio 0.5 � fv:Actual: 97.49 psi at 4.400 ft in Span#1 �� Fv:Aliowable: 180.00 psi s.on 4�e Load Comb: +D+L+H Max Reactions (k) D L Lr S w E H Max Deflections Left Support 0.77 1.40 Downward L+Lr+S 0.045 in Downward Total 0.069 in Right Support 0.77 1.40 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 1347 >360 Total Defl Ratio 869 >360 Wood Beam Design : I Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 6x8, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-05 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb-Tension 875 psi Fc-Prll 600 psi Fv 170 psi Ebend-xx 1300 ksi Density 32.21 pcf Fb-Compr 875 psi Fc-Perp 625 psi Ft 425 psi Eminbend-xx 470 ksi Applied Loads ^ Unif Load: D=0.0220, L=0.040 k/ft,Trib=8.0 ft Unif Load: D=0.090 k/ft,Trib=1.0 ft Unif Load, D=0.0220, L=0.060 k/ft,Trib=1.50 ft Desipn Summarv �----- - ° • °°"� - L �- Max fb/Fb Ratio = 0.850• 1 ! •--- - - - - � fb:Actual: 742.52 psi at 3.000 ft in Span#1 ' � Fb:Allowable: 873.77 psi ' I j�----._-_- --- -_. -- LoadComb: +D+L+H ' � � �� Max fv/FvRatio= 0.361 : 1 j_� fv:Actual: 61.36 psi at 5.380 ft in Span#1 Fv:Allowable: 170.00 psi e.on,8.� Load Comb: +D+L+H -- - - Max Reactions (k) D L Lr S w E H Max Deflections Left Support 0.90 1.23 Downward L+Lr+S 0.048 in Downward Total 0.083 in Right Support 0.90 1.23 Upward L+Lr+S 0.000 in Upward Totaf 0.000 in Live Load Defl Ratio 1505 >360 Total Defl Ratio 870 >360 Title Block Line 1 Titie: Job# You can changes this area Engineer: Project Desc.: using the"Settings"menu item and then using the"Printing& Title Block"selection. Printed:11 SFP?.0�2.11�.19AM Title Block Line 6 __. _ -___-- _------------- ,----- - ___.__----_.._ ________.__.___T.___-_.---_�___�__.__.__-___.. _--- �, MUItIpI@ SIC11pI@ BBai11 ENERCALC,INC.1983-2012,Build:6.12.8.21,Ver:6.12.8.21 � � � - -- ---_-_-�------ F�.!f:F• "�=�-�� . __._ - - --.._- _'_-'___-_____.._-._-__ . Wood Beam Design : J Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 2x10, Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-05 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb-Tension 900.0 psi Fc-Prll 1,350.0 psi Fv 180.0 psi Ebend-xx 1,600.0 ksi Density 32.210 pcf Fb-Compr 900.0 psi Fc-Perp 625.0 psi Ft 575.0 psi Eminbend-xx 580.0 ksi Applied Loads Unif Load: D=0.0150, L=0.10 kift,Trib=1.330 ft ___ _ - Ma�fb�/Fb Ratio - �,072�.55 Psi �at 5.000 ft in Span#1 I 1 -��___.__.___ --x _�coc�s4�,�(o isao) � ' I fb.A I Fb:Allowable: 1,138.50 psi ' Load Comb: +D+L+H � (r�, � � � Max fvlFvRatio= 0.389: 1 � L fv:Actual: 70.00 psi at 9.233 ft in Span#1 io.o n, zXio ii Fv:Allowable: 180.00 psi Load Comb: +D+L+H -- Max Reactions (k) D L Lr S w E I H Max Deflections Left Support 0.10 0.67 Downward L+Lr+S 0.190 in Downward Total 0.219 in Right Support 0.10 0.67 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 631 >360 Total Defl Ratio 549 >360 Wood Beam Design : K Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 6x10, Sawn, Fully Unbraced Using Aliowable Stress Design with ASCE 7-05 load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.1 Fb-Tension 1,350.0 psi Fc-Prll 925.0 psi Fv 170.0 psi Ebend-xx 1,600.0 ksi Density 32.210 pcf Fb-Compr 1,350.0 psi Fc-Perp 625.0 psi Ft 675.0 psi Eminbend-xx 580.0 ksi Applied Loads Unif Load: D=0.0150, L=0.10 k/ft,Trib=5.0 ft Point: D=0.2250, L=1.50 k@ 4.0 ft , Desiqn Summarv ' ' i Maxfb/Fb Ratio = 0.86$: � �,oms��cso� , fb:Actual: 1,167.67 psi at 4.000 ft in Span#1 I '- � I�i Fb:Aliowable: 1,345.87 psi �, Load Comb: +D+L+H ; ---- ' Max fv/FvRatio= 0.459: 1 � �' � fv:Actual: 78.02 psi at 0.000 ft in Span#1 �` Fv:Allowable: 170.00 psi li B.Oft,6z10 Load Comb: +D+L+H Max Reactions (k) � L Lr S W E H Max Deflections Left Support 0.41 2.75 Downward L+Lr+S 0.118 in Downward Totai 0.136 in Right Support 0.41 2.75 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 814 >360 Total Defl Ratio 708 >360 Wood Beam Design : L Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-OS BEAM Size: 6x12, Sawn, Fully Unbraced Using Aliowable Stress Design with ASCE 7-05 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb-Tension 900 psi Fc-Prll 1350 psi Fv 180 psi Ebend-xx 1600 ksi Density 32.21 pcf Fb-Compr 900 psi Fc-Perp 625 psi Ft 575 psi Eminbend-xx 580 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D=0.0150, L=0.10 klft,Trib=2.0 ft Unif Load: D=0.030 klft,Trib=1.0 ft _ Design Summarv I Maxfb/Fb Ratio = 0.852; � 000,o I � w � fb:Actual : 763.22 psi at 7.500 ft in Span#1 _- .-- ----�- --� Fb:Allowabie: 895.71 psi � Load Comb: +D+L+H � '--------:�--- Max fv/FvRatio= 0.237: 1 - ' fv:Actual : 42.59 psi at 0.000 ft in Span#1 ,s.oa, ex,z I Fv:Allowable: 180.00 psi Load Comb: +D+L+H --- Max Reactions (k) D L Lr S w E I H Max Deflections Left SuppoR 0.56 1.50 Downward L+Lr+S 0.205 in Downward Totai 0.281 in Right Support 0.56 1.50 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 876 >360 Total Defl Ratio 639 >360 � Title Block Line 1 Title: Job# You can changes this area Engineer: Project Desc.: using the"Settings"menu item . and then using the"Printing& Title Block"selection. Pr�ntec'�.ii gi_F^.012, 1�20.PPd Title Block Line 6 _ -------- - --- -' - -_----- - -_---------_-__- - ------------ File:C:1Documents and Settings\Harold HahnenkrattlMy Documents\ENERCALC Data Files\woodland. �I WOOC� CiO�U11111 ENERCALC,INC.1983-2012,8udd:6.12.821 Vec6.12.8.21 t.o-�-t� Description: 1 st floor wall stud Code References -- Calculations per 2005 NDS, IBC 2009,CBC 2010,ASCE 7-05 � �� /� 0�, Load Combinations Used :ASCE 7-05 � �/� General Information - Analysis Method: Allowable Stress Design Wood Section Name 2x6 End Fixities Top&Bottom Pinned Wood GradinglManuf. Graded Lumber Overall Column Height 9.0 ft Wood Member Type Sawn �t�sed�`�r n.en-�le��der car`cur�;i;o�s; Exact Width 1.50 �� Allowable Stress Modification Factors Wood Species Douglas Fir-Larch Exact Depth 5.50 in Cf or Cv for eending 1.30 Wood Grade No•2 Area 8250 in^2 Cf or Cv for Compression 1.10 Fb-Tension 900 psi Fv 180 psi �x 20.797 in^4 Cf or Cv for Tension 1.30 Fb-Compr 900 psi Ft 575 psi �y 1.547 in^4 Cm:Wet Use Fador 1.0 Fc-Prll 1350 psi Density 32.21 pcf Ct:Temperature Factor 1.0 Fc-Perp 625 psi Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial Kf:euilt-up columns 1.0 +'�'��'�'= Basic 1600 1600 1600 ksi Use Cr:Repetitive? Yes;��-��'�'��+�v' Minimum 580 �8� Brace condition for deflection(buckiing)along columns: Load Combination ASCE 7-05 X-X(width)axis:Fully braced against buckiing along X-X A�cis Y-Y(depth)axis:Unbraced Length for X-X Axis buckling=9.0 ft,K=1.0 Applied Service loads entered.Load Factors wili be appiied for calculations. olumn self weiqht included : 16.608 Ibs*Dead Load Factor AXIAL LOADS. . . � roof:Axial Load at 9.0 ft, D=0.5880,S=0.980 k a�� ,A 1 1 upper floor:Axial Load at 9.0 ft,D=0.8480, L= 1. � � � wall:Axial Loatl at 9.0 ft,D=0.090 k BENDING LOADS. . . (f��Y �nJ"S Lat.Uniform Load creatinq Mx-x,W=0.0210 Wft i D N SUMMARY Bending &S ck Results PASS Mvc.Axial+$ending Stress a i = 0.4241 :1 Mauimum SERVICE Lateral Load Reactions.. Load Combination +D+0.750L+0.750S+H Top along Y-Y 0.09450 k Bottom along Y-Y 0.09450 k Goveming NDS Forumla Comp Only,fC/FC' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are... Along Y-Y 0.09417 in at 4.530 ft above base Applied Axial 3.433 k for load combination: W Only Applied Mx 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Applied My �'�k�ft for load combination:nla Fc:Allowable 981.10 psi Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.03977:1 Bendin Compression Tension Load Combination +D+W+H Cf or Cv:Size based factors 1.300 1.100 Location of max.above base g•0 ft Applied Design Shear 11.455 psi Ailowable Shear 288.0 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location :,.p 0.210 PASS 0.0 ft 0.0 PASS 9.0 ft +p+�+H 0.4009 PASS 0.0 ft 0.0 RASS 9.0 ft +p+S+H 0.3117 PASS 0.0 ft 0.0 PASS 9.0 ft +D+0.750Lr-+-0.750L+H 0.3247 PASS 0.0 ft 0.0 PASS 9.0 ft +D+0.750L+0.750S+H 0.4241 PASS 0.0 ft 0.0 PASS 9.0 ft +D+W+H 0.2149 PASS 4.470 ft 0.03977 PASS 9.0 ft +D+0.750Lr+0.750L+0.750W+H 0.3055 PASS 0.0 ft 0.02983 PASS 9.0 ft � Title Block Line 1 Title: Job# You can changes this area Engineer: Project Desc.: using the"Settings"menu item . and then using the"Printing& Title Block"selection. Printed�.11�FF 2012 1�.74PA+. Title Block_Line 6 ____ �T __..---- _..-__ _----------------------_.-._ _--- _._._--______T__..__ ----- _....._ File:C:1Documenis and Settings\Marold Hahnenkrafl\My Documenis\ENERCALC Data Fileslwoodland.ec6 � WOOC� CiO�U111C1 ENERCALC INC.1983-2012,BwId612.8.21,Ver:6.12.8.21 l.iE'1` Description: 1st floor wall stud Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location +D+0.750L+0.750S+0.750W+H 0.3887 PASS 0.0 ft 0.02983 PASS 9.0 ft +D+0.750Lr+0.750L+0.5250E+H 0.3055 PASS 0.0 ft 0.0 PASS 9.0 ft +D+0.750L+0.750S+0.5250E+H 0.3887 PASS 0.0 ft 0.0 PASS 9.0 ft +0.60D+W+H 0.1832 PASS 4.470 ft 0.03977 PASS 9.0 ft Maximum Reactions-Unfactored Note: Only non-zero reactions are listed. -- X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination @ Base @ Top @ Base @ Top @ Base k 1.543 k D Only k k 1.540 k L Only k k 0.980 k S Only k W Only k 0.095 0.095 k k 3.083 k D+L k k 2.523 k p+S k 0.095 0.095 k 1.543 k D+W k k 4.Ofi3 k D+L+S 3.083 k p�+W k 0.095 0.095 k Maximum Deflections for Load Combinations -Unfactored Loads Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft L Only 0.0000 in 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft W Only 0.0000 in 0.000 ft 0.094 in 4.530 ft p� 0.0000 in 0.000 ft 0.000 in 0.000 ft p+S 0.0000 in 0.000 ft 0.000 in 0.000 ft p+W 0.0000 in 0.000 ft 0.094 in 4.530 ft p.,�+g 0.0000 in 0.000 ft 0.000 in 0.000 ft p�+W 0.0000 in 0.000 ft 0.094 in 4.530 ft Sketches y °4LWx Loads ; ' ' � I E � ' ~ � � � � i oi �' � k 1 a � � m � ' °' f_ t : W � I NI S, j " i j 1 I � � ! ?x6 I I il ii �,. o¢ur � I_ Loads are lotal entered value.Arrows do not reflect absolute direction. iwn �� --�-- ` � ! � ' i � . , � � t 9 � � � � � � �� , , , ,,, � � , ��, �' o I� I� � � � � � Ii I � , � � I III li , � i I � I S � � �� I� i I � �i i � � I e � �� i , ', � � i �, � � � � �� li I�—� , � � i � �, � I'r—T--z, I�, ,�, , � 'I c <„�� s ! �, � I L , ' , �I ' ,� � ��I� c.. ..--- �jy� ' I' � � `V , � i � V , � , � , � � ' I i , O � �5 aa $� �. I� i d �° � C I �. s��, 9: � � �' g� i �: i �s O , 5. I�i . o i _ �r___.�� _ i _ � � , i i �� ' I �� ' o i I � ; ��; € � � �' i o r c+ �� Q � �-- ----'—'--1-'—'—'—'�- --�f �- �-�---?--—� �" O '�--1------E� � � O One Story Wind to Diaphragm Wind Main Plate Height 8 Roof 10 Walls 12.9 Diaphragm Roof Ht. Gable Ht. Wind Load Length Total Load 1-2 Roof 4 0.0 91.6 60.0 5496.0 2-3 Roof 4 0.0 91.6 60.0 5496.0 3-4 Roof 4 0.0 91.6 60.0 5496.0 4-5 Roof 4 0.0 91.6 60.0 5496.0 SUM 21984.0 Roof Ht. Wind Load Length Total Load A-B Roof 0 5.5 122.6 20.0 2451.0 SUM 2451.0 s�/� .�w� � ,� .- � � 7d �7� �� I ti �ky � � � i �� -� z��A z � �r�r �' � � �' N y � 3d� w�� . �a/d � � � � �� /1� G`� � �� C N � O O O O O '� r ti � ti � � � II II � I � n. a fl. a Q � m U U U U U � co cfl cD cfl cfl d O Z a�o � a�°o a-°o a�°o 0 0 0 o m i� � � � � � � I— _.o 0 0 0 ° N N N N C O O O O O N � O O O O � � � N N N N t� O � N � � N t1j � " �f �' d' � N � cn (*� ch c+� � N ch M M M c'') � Q N � (0 p C �t � � �f M �— CO _ �t � V � N � � � � V w � � r � � ti � � �- M M c� c'� N . � � � � � � O O O O O � � �t V d V � � � I� I� f� f� O � N N N N � L O O O O � C� O O O O � � J "N N N N N � � � � �O O O O � � � � O O O O � Q � �'' CO CO CO (O N � � � � � CD t0 CO CO a � � � � � � � � O "' U J C � � � C M � O O O O 00 '� � � J O O O O ` C � Q .�� W � �p N � � O � � N c'� � Ln m V � � � N ('7 V Q � O � � r- U m c� co cD oo � �n �n ° 0 o ti o � o °' o � o � o o rn o 0 0 0 0 0 0 0 F- N tf) � LC) N N tf) � � � O �' O O O O O O O O O O O O O O O O O O O O O .� � � � � N > � J .>::.;:.;.;:;.::.::;::::a.::;-:;::::>:.:;.:.::.;::::.>::.::i.::.::.c::r:.;.;::.:;.:.a.;r:::::.:.:>r:�::.<.:;::.::::.r>;.>:.::.::.;-::.;:.:.::.::.::::�::.:.:x.:::..t.r:-;:.:.;:-x..: � w z J � � O ~ � 00 CO Cfl CD OO � � Q � O � O � O � O � O � O O � O 0 O � O O O O O F- N tf� lf) � N N Lf) � � J � � � � v- �--:::::..:.:.:..... . . .:. :::::.... _ .: � . :::::. .::: ::. .:.... .. .:... ...... .. O � � � N N � � d' �7 ti ti N N � � � � ti ti N N ..::::::.:::::.::.:.:.............................� N N Lf� tf) � � � N M '�t � Q m C J I � w V-- _ V � �j U a d � N � V Q "' f0 � c�0 �O � � � Q Q Q Uc`') �7 (D f� = C C C I �` _ � � a N ifJ O V (`') N � N N � �'p V m � � M (h c'7 M f� O � — fn � O O O F- � c'7 N N N N � T f0 �p ma � m L cV V � c1' N � m � fn d — O� �.�j c,� M (•) r � Z � c'") N (V N N 7 O l0 O U . 3 0 0 0 0 � � cD � � � � Q° � rn rn rn rn r, � t0 L O � � (6 U � O O O O p O > � p p O N � t17 N > N N ,U `_ _ _ _ 'U ln � � tn x � c0 GV � N o0 N w- .�� O O O O (0 I� cD � N d � Q� � m � (D [D O �n cD ch � O @ � c0 �� p th V t!') c0 � N N N U U (p V c'7 N N V �C1 N tJ O O O O O � � � N m m m m o N � ❑ O O Q@ �° °° �° °° � � v � � a �� v � 222 2 tn v v 'a � `m mmmco 0 L S � � J @ � � � 7 I� O _ Q . � � U Q — � O O O O O O O U W m 2 � � � � � m co ao � � V � � � � > M N N N (� CV (V �p � O O O O O O O � �N c0 N N CU c0 GO aO S � — p o o O � 0 � L ~ j p N p O N N N .� � II N 11 � II m � r r a .� . m .� _ _ x _ � � � r o � o p � o LL LL � U � N C � � N M � X � N 17 � M m a U N @ N (6 @ U � o m o 0 0 0 0 o a ° LD N (V N �y. r' O O O O O � � � � � (V N N N N N N O Q> � � L I I 11 11 � V O O O O � — _ — = O O O � � � � � � � � m � � � N N ch M n � � � � � � N � � � N f0 l6 N N � � � ❑ N � N W N 2� � R� � � � � � � � � J � N M V � Q m � GARAGE TYPICAL SHEAR WALL NOTES Use 1/2" dia.by 10" Anchor Bolts (AB's)with single plates and 1/2" dia.by 12" AB's with double and 3x plates spaced as shown on the drawings. AB's shall have 7"of embedment into footing,shall be centered in the stud wall, and shall project through the bottom plate of the wall and have a 3x3/xl/4 plate washer. All wall sheathing shall be 1/2" CDX plywood, 5/8" T1-11 siding, or 7/16" OSB with exterior exposure glue and span rated°SR 24/0"or better. All free sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where noted on the drawings or below. All nails shall be 8d or l Od common(8d common nails must be 0.131 inch diameter, Senco KC27 Nails are equivalent. If l Od common nails are called for the diameter must be 0.148 inches, Senco MD23 Nails are equivalent). Nail size and spacing at all sheathing edges shall be as required below or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted. Hold downs are Simpson"Strong Tie" and shall be installed per the manufacture's recommendation. Equivalent hold downs by United Steel Products Company Kant-Sag that have ICBO approval can be substituted in place of Simpson hold downs. All floor'systems must be blocked solid below member that the hold down is attached to. This block should be equal to or larger than the member the hold down is attached to and be placed as a"squash block". All double and triple studs shall glued and nailed together with lOd's at 3" o.c. for each layer. All 4x studs are to be#2 DF and a116x studs are to be#1 DF when used for hold downs and shear walls. All fasteners in contract with pressure treated lumber shall be zinc coated in accordance with ASTM B 695,Class 55 minimum. Fasteners exposed to weather must meet the requirements of the pressure treating manufacture's minimum. IN ADDITON, the contractor shall coordinate connector/fastener coating requirements with recommendations from connector/fastener manufacturer and type of pressure treating chemical and retention being used. See Section 2304.9.5 of the 2009 IBC for additional information. ALL WALL AND ROOF FRAMING LUMBER SHALL BE DOUG-FIR#2 OR BETTER. NOTE: MST STRAPS attaches to (2) 2x or 4x studs in wall above and below unless noted otherwise. Nail all holes with 16d sinkers. SHEAR WALL SC�IED ULE �sheathing nailed with 8d's at 6" on center all edges. HOLD DOWN SCHED ULE It is the responsibility of the contractor to locate hold down anchor bolt to accommodate all structural framing. Anchor bolt to be located nearest the corner or opening at the end of the shear wall. All foundation vents to be a minimum of 12"off centerline of the anchor bolt on either side. Holdown stud to be coordinated with shear wall panel edge framing requirements. Larger stud size controls * For holdown anchor bolt embedment greater that foundation depth,thicken footing for 2'-0" either side of holdown anchor bolt to a depth that provides for 3" clear below the bottom of the anchor bolt. Provide (2) additional #2 x 3'-0"pieces of longitudinal rebar at this location. OSTHDB or STHD8�tJ embeds 8 inches minimum into concrete foundation. STHD8 or STHD8RJ attaches to double 2x studs or 4x or 6x stud with(24) 16d sinker nails in wall above. OR HDU2 attaches to concrete foundation with a 5/8" dia bolt with 15" minimum embedment into concrete or a Simpson SSTB 16. HDU2 attaches to double 2x studs or 4x or 6x stud with (6) Simpson SDS 1/4 X 3 Wood Screws in wall above. 4 I i'� I--- ,�__-- . � a � . I � r , i I g '�, � . I II LL � i � � � � ��,� ', � � i� � � � i i ' , '� � � � i I �! �� I � ' � � I � ; , � ' i e I I � � � � i � ' � I'. , � I ;I � � � � Ij , , o �� - � � '� I'I o I I �IY Q�..o.. —.. I � I � I; � � I � o I I M s� . � ' oi �= ' O I ! �I 4: ��, Ij I e; �I e; � o I X� �' � I�! . _ ; �: _ _! �� i ' o '� I i �� .� j o II Y I � O � I�I � �!i � � � II o�r n> '.�) L I O � i � � I F' '_' '—'_'*'_'_—-9- �9 r _�.—_.+ 9 � c-o __��--- � A � • Title Block Line 1 Title: Job# You can changes this area Engineer: Project Desc.: using the"Settings"menu item � • and then using the"Printing& � Title Block"selection. ��cea issePZO�z,�tranr.� Title Block Line 6 -- - ----- ----------_.— —--------- --.---------—- File:C:\Documents and SettingslHarold Hahnenkratt\My Documents\ENERCALC Data Fileslwoodland.ec6 I MUItIPI@ SII1lpI@ B@aC11 ENERCALC,INC.1983-2012 Build:6.12.9.16,Ver.6.12.9.16 i__ •' ' .. �.,.li:i` �:... .• ,. �: .. _ :: Description : Garage framining______ — Wood Beam Design : Door Hearder Caicuiations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size 4x10, Sawn, Fully Unbraced Using Allowable Stress Design with 20091BC&ASCE7-05 Load Combinations,Major Axis Bending Wood Species: Dougias Fir-Larch Wood Grade: No.2 Fb-Tension 900 psi Fc-Prll 1350 psi Fv 180 psi Ebend-xx 1600 ksi Density 32.21 pcf Fb-Compr 900 psi Fc-Perp 625 psi Ft 575 psi Eminbend-xx 580 ksi Applied Loads Unif Load: D=0.0150, S=0.0250 k/ft,Tnb=12.0 ft __ __ _ __ —, Desiqn Summary � o,��s�o3o _ Max fb/Fb Ratio = 0.797; � � fb:Actual : 981.84 psi at 4.125 ft in Span#1 � Fb:Allowable: 1,232.68 psi I � __ — , ; I Load Comb: +D+S+H �� Max fv/FvRatio= 0.360: 1 �� fv:Actual : 74.61 psi at 0.000 ft in Span#1 , Fv:Allowable: 207.00 ps� a.zeon,ex,o Load Comb: +D+S+H Max Reactions (k) D L Lr S W E H Max Deflections Left Support 0.74 1.24 Downward L+Lr+S 0.085 in Downward Total 0.136 in Right Support 0.74 1.24 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 1163 >240 Total Defl Ratio 726 >240 "f''�o� TH�A,p�" City of Yelm Permit No.: 20130320 9 � � Community Development Department Issue Date: 6/27/2014 4 '�'� (Work must be completed within 180 days) Building Division Phone: (360)458-8407 YELM evruNGt4w Fax: (360)458-3144 Applicant: Name: MT TERRACE BUILDERS Phone: 360-458-1502 Address: 6524 CROMWELL BEACH DR NW GIG HARBOR WA 98335 Property Information: site,4ddress: 304 LONGMIRE ST NW Owner: MTTERRACE BUILDERS Assessor Parcel No.: 21724410200 Subdivision: Lot: Contractor Information: Name: MT TERRACE BUILDERS Phone: Address: 6524 CROMWELL BEACH DR NW GIG HARBOR WA 98335 Contractor License No.: Expires: Project Information: Project: LAND SITE PLAN REVIEW Description of Work: CONSTRUCT 2 APARTMENT BUILDINGS WITH 16 TOTAL UNITS AND ASSOCIATED PARKING LOT,ACCESS, UTILITIES, PARK AREA,ETC ON 1.14 ACRE PARCEL Sq. Ft. per floor: First Heat Type(Electric, Gas, Other): ELECTRIC Second Third Garage Basement Fees: Item Contractor Fees CIVL CIV MT TERRACE BUILDERS $2,721.75 MECHANICAL MT TERRACE BUILDERS $ 380.00 PLUMBING MT TERRACE BUILDERS $ 804.00 SITE MT TERRACE BUILDERS $ 1,150.00 NEW COMMERCIAL BUILDING MT TERRACE BUILDERS � /G $173,927.46 FIRE SPRINK SMITH FIRE SYSTEMS—07/17/2014 � � $ 157.36 TOTAL FEES: $179,140.57 ApplicanYs Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision, and in addition,all covenants, easements and restrictions of record. If applying as a contractor,I further certify that I am currently Final Inspection: registered in the State f Washington. , / Signatur � i Date � Date: Firm By� Cit� of ��lm (36 ) 458-8402 REC#: QU16i�610 7/17/2014 10:28 AM OPER: CO TERhf: 001 REF#: 33U75 � TRAN: 33.0000 BUILDIN� PERMITS 2(�130320 157.36CR MT TERRRCE BUILQERS 304 LONGMIRE 5T NW FIRE SPRNK 157,36CR TENDERED: 157.3� CHECK APPLIED: 157,36- CHANGE: 0.00 , �� CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM Project Address: �G�� LON(nMl'4-rl. 5� s K- Parcel#: :3-17:��N I O,t�� Zoning; `�C�iO`�rJ��i/�1� _Current Use: Proposed Use: �CNew Construction i� Re-Model/Re-Roof/Tenant Improvement !-i Plumbing ❑ Mechanical 'qi. Fire Prevent/Suppress/Alarm [i Other Project Description/Scope of Work:ini5rai� U1.ID�RIciLLac��.lD t'�P�N�, �aZ Nfc�.� +�¢.x St��'-�u/��.� YS�Ec�.l�,. Project Value:�� % �7� Building Area (sq.ft) Parking Garage 15i Floor 2"d Floor 3rd Floor Building Height Are there any environmentally sensitive areas located on the parcel? If yes, a completed environmental checklist must accompany permit application. BUILDING OWNER/TENANT NAME: oc,'� oF P�c��5 s�-coE.�t'�F,� ��-� ADDRESS ��"�.w ��.+-t, �v�c'_H D� rV�J EMAIL CITY !:,:t� 1�%+�;-- STATE W.q ZIP 9�»S TELEPHONE �a73��t�5� d��+� ARCHITECT/ENGINEER LICENSE# ADDRESS EMAIL CITY STATE ZIP TELEPHONE GENERALCONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP DATE_CITY LICENSE# PLUMBING CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP DATE_CITY LICENSE# MECHANICAL CONTRACTOR '",�1ir1� F�2E SYsie�S TELEPHONE��1�(;. - !2�'v ADDRESS 'i c�� ='�" db`' � EMAIL r�ni!ISOne�'.� +hk;Y. �o� CITY T�� r,�atl STATE WA ZIP �?ti.�-� FAX CONTRACTOR'S LICENSE#SM��1(5 i3G�C.�'� EXP DATE�d, '/CITY LICENSE# lOCt��i� Copy of City Mitigation documentation(TFC). I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above described property will be in accordance with the laws,rules and regulations of the State of Washington and the City of Yelm. ��- �� -�o--�y ApplicanYs Signature Date Owner/Contractor/Owner's Agent/Contractor's Agent/Tenant (Please circle one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days 105 Yelm Auenue West (360)458-3835 PO Box 479 (360)458-3144 FAX Yelm, WA 9R597 www. i `' ,., -0°��1'�j� �1��: � � �Q14 ,..,� LETTER OF TRANSMITTAL SMITH FIRE SYSTEMS, INC 1106 -54 Avenue E SM-IT-HF-S1360T Tacoma, Washington 98424 PH (253) 926-1880 FX: (253) 926-2350 DATE: 6-30-14 TO: CITY OF YELM RE: RIVER RUN APARTMENTS 105 YELM AVE WEST UNDERGROUND PO BOX 479 304 LONGMIRE STREET SE YELM, WA 98597 YELM, WA ATTN: PERMIT / PLAN REVIEW JOB NO.: TC14112 PLEASE FIND ATTACHED THE FOLLOWING ITEMS: NO. DESCRIPTION 5 FIRE SPRINKLER UNDERGROUND PLANS 1 PERMIT APPLICATION IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. THESE ARE TRANSMITTED FOR: PERMIT / APPROVAL REMARKS: PLEASE CALL AARON NELSON AT 253-248-2041 WITH ANY QUESTIONS COPY TO: �`'� SIGNED: / �-� � _ AARON NELS �� JUL p Y �014 B�r• . ---��.,_ . ..m,,_. �._ ��; �o� THEa�,�" City of Yelm Permit ►vo.: 20130320 , a �� Community Development Department Issue Date: 6/27/2014 (Work must be completed within 180 days) Building Division Phone: (360)458-8407 ELM "".""'""�'" Fax: (360)458-3144 Applicant: Name: MT TERRACE BUILDERS Phone: 360-458-1502 Address: 6524 CROMWELL BEACH DR NW GIG HARBOR WA 98335 Property Information: site Address: 304 LONGMIRE ST NW Owner: MT TERRACE BUILDERS Assessor Parcel No.: 21724410200 Subdivision: Lot: Contractor Information: Name: MT TERRACE BUILDERS Phone: Address: 6524 CROMWELL BEACH DR NW GIG HARBOR WA 98335 Contractor License No.: Expires: 0/00/0000 Project Information: Project: LAND SITE PLAN REVIEW Description of Work: CONSTRUCT 2 APARTMENT BUILDINGS WITH 16 TOTAL UNITS AND ASSOCIATED PARKING LOT,ACCESS, UTILITIES, PARK AREA,ETC ON 1.14 ACRE PARCEL Sq. Ft. per floor: First Heat Type(Electric, Gas, Other): ELECTRIC Second Third Garage Basement Fees: Item Contractor Fees CIVL CIV MT TERRACE BUILDERS $2,721.75 MECHANICAL MT TERRACE BUILDERS $ 380.00 PLUMBING MT TERRACE BUILDERS $ 804.00 SITE MT TERRACE BUILDERS $1,150.00 NEW COMMERCIAL BUILDING MT TERRACE BUILDERS � ��/ $173,927.46 FIRE SPRINK SM�TH FIRE SYSTEMS 10/14/014$462.00 �R/�/" $ 619.36 TOTAL FEES: $179,602.57 Applicant's Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision, and in addition,all covenants, easements and restrictions of record. If applying as a contractor,I further certify that I am currently Final Inspection: registered in the State of Washington. Date: Signature�_ � ` � Date �� Il� 1� Firm By� Cit� of Y�lm (36 ) 458-8402 REC#: 00174914 10/14/2014 4:47 PM OPER: CO TERM: 001 REF#: 17374 TRAN: 33,0000 BUILDING PERMITS 20130320 462.�70CR MT TERRACE BUILDERS 304 LONGMIftE ST NW FIRE SPRNK 462.00C1� TENUkRED: 462.OQ GHEGK ARPLIED: 462.00- CHANGE: �p CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM ProjectAddress:,�Q� �-YlY1 t7)i('Q ��t"�.� .1� Parce►#: Z) TL�i� l(�ZO(U Zoning; Current Use: �_ Proposed Use: [! New Construction ❑ Re-Model/Re-Roof/Tenant improvement C Piumbing r� Mechanical ❑ Fire PrevenUSuppress/Alarm [7 Other � Project Description/Scope of Work: f Y1S ia(�)�A � '�re SbY1'n k(��s�em ►Y1 Q YI.QY1/ �i lL�I i� �Ia12..5 . �� v Project Value: , Building Area(sq.ft) Perking Garage 1$'Floor�S�L2nd Floor��'� 3`d Floor Building Height � Are there any environmentally sensitive areas located on the parcel? If yes,a completed environmental checklist must accompany permit application. _ — _._..— _-- — _ ____. _...... . BUtI.DWG OWNER/TENANT NAME: L. �- ADDRESS�+�73� SR �,7 t E EMAIL kt�r � .tY�rn CITY STATE�_ZIP, t 5t TELEPHONE � 7 __ _. _ __ _. _.__. f ARCHITECT/ENGINEER LICENSE# I ADDRESS ___ EMAIL CITY STATE ZIP TELEPHONE ----- — � _ � _ Z��_�1C_ �� SYSi�/x�TELEPHONE��:2.� - l� GENERAL CONTRACTOR �.1tJ't F ADDR S I(b� �� . EMAI CITY �Cli,b►''?�Cl STATE WA ZIP u � FRX 2�.� ' ,� L� CONTRACTOR'S�ICENSE# SM 1'fN�S 1'�S� T EXP DATE t i ITY LICENSE#��, ' ___ _ _ —___ _. _._.____ _�__._ PLUMBING CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP DATE CITY LICENSE# _-- — - _._ _... MECHANICAL CqNTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICEIVSE# EXP QATE_CITY LICENSE# Copy of City Mitigation documentation{TFC). I hereby certify that the above information is correct and that the construction on,and tha occupancy and the use of the above described property will be in accordance with the laws,rules and regulations of the State of Washington and the City of Yelm. c ` � 2 6 �'� Applicant s Signatur D e Owner/Contractor/Owner's Agent/Contractor's Agent/Tenant (Please circle one.) AI1 permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance,or if work is suspended or abandoned for a period of 180 days _ __. __ __ . _ _--__ _ - (360)458-3835 145 Yelm Aue W (360)458-31��FAX Yelm, WA 585.97 www.ci.yel»c.wa.us CITY OF YE�M COMMERCIAL BUILDING PERMIT APPLICATION FORM Project Address:.�� (,'�1 :�1"1 Ir� � Y ,�� Parcel#:.._._._1 7 Zy�"�O l��-�� ____ 2'------------ - Zoning; Current Use:, Proposed Use: r i New Construction I_� Re-Model/Re-Roof(Tenant Improvement [� Plumbing ❑ Mechanicai u Fire PrevenUSuppress/Alarm ❑ Other Project Description/Scope of Work: �'�5�� a I�ff-' S�?(1�7��'R 5�,�'�iY� )t� t� _i��W �U�� ✓ Project Value:_ � ��,� ��J a'd v Building Area (sq.ft} Parking Garage 1$'Floor��2"d Floor ��.�'�3`�Floor Building Height .Z-, � Are there any environmentally sensitive areas located on the parcel? If yes,a completed environmental checkiist must accompany permit appiication. _----- _- -- _._.__. — — BUILDING OWNER/TENANT NAME: � "' ADDRESS__�. °)_ �C�� ,�� EMAIL CITY �IQ�m STATE ZIP� �i� TELEPHON - ----_ __---. _— _ .- -- ARCNITECT/ENGINEER UCENSE# ADDRESS EMAIL CITY STATE ZIP TELEPHONE GENERAI.CONTRACTOR `�!'!'1t�Yi 1=�i �i I�ICTELEPHONE � ��,,�� . ;�.1v` 1 L�� ADDRESS i1QFi 54�h V�_�C�'Sf �� EMAI GTY (�U CC1Ynta STATE�ZIP �s"�i2�t FAX �a �l. ` 2�3•`a� CONTRACTOR'S UCENSE#SMIT4It S I�JbOT EXP DATEI � �ITY LICENSE# I C3 6 ' _.__ _ ___-- ____ _ __ _� __ ____ ..._ PLUMBING CONTRACTOR TELEPHONE� ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S UCENSE# EXP DATE_CITY LICENSE# _._.._ _. ___ _._ __ �r._ MECHANICAL CQNTRACTOR TELEPHONE . ' ADDRESS EMAIL CITY STATE ZIP_ FAX CONTRACTOR'S LICENSE# EXP DATE�CITY LICENSE#_ Copy of City Mitigation documentation(TFC). I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above described property wiil be in accordance with the laws,rules and regulations of the State of Washington and the City of Yelm. � �� Applicant's ignature Dat—e— Owner!Contractor/Owner's Agent l Contractor's Agent/Tenant (Please eircle one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance,or if work is suspended or abandoned for a period of 180 days __ _._. . . _-----__ (360)459-3835 ]05 Yebn Aue W (360)458-3144 FAX Yelm,WA 98597 www.ci.yel+n.wa.us SMITH FIRE SYSTEMS, INC. �i�� ii�� 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253j 926-2350 CQNTR. REG NO.SMfiHF5136OT HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME RIVER RUN APARTMENTS JOB NO.TC14112-1 BUILDING A DATE 09f25(14 ADDRESS 304�ONGMIRE STREET SE BY DENIS R. _ YELM�WASHINGTON ____ SYSTEM DESIGNATION: WET HAZARD DESCRIPTION: RESIDINTIAL HAZARD CLASS PER NFPA NFPA 13R: 2013 SPECIFIC RULING: RULING MADE BY: DENSITY: .05 GPM OVER THE MOST DEMENDING COMPARTMENT AND PER HEAD LISTING. ALLOWANCES WCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE GPM IN-RACK SPRINK�ER DEMAND GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 60 "C'FACTOR OVERHEAD : 150 °C"FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 400 SQUARE FEET SPRINKIER MANUFACTURER: RELIABLE MODEL: F1 RES 49 TEMPERATURE: 155°F K-FACTOR: 4.9K ORIFICE SIZE: WATER SUPPLY; �_kh t ELEVATION OF TEST 0 STATIC 57 PSI DATE OF TEST: 3/5/09 RESIDUAL 55 PSI DATA PROVIDED B�: CITY OF YELM FLOW 1175 GPM �OCATION OF TEST: 911 W Yelm Ave, Yelm, WA 98597 BASE OF RISER DEMAND � �y � ' r�_r i WASH NGTON 5TA-�� ■ � i 6�.7 GPM REQUIRED AT 44.8 PS) � � pIRE PROTECTION 5PRINKLER S STEMS � (INCI_l1nING 0 GPM FOR HOSE STREAMS) � � Philip Stoehr � � 7792-Q213-C Levef 3 � # � Smith Fire Systems, Inc. 09125\14 �°� � SMITHFS1360T °� 1 � y�;�7 r i SUMMARY �,1� � — �xP�r�s � __ � �' -�� `�r%{�, i � , rz;s�,�a 61J GPM REQUIRED AT 52.2 PSI �sign�ture � ��s��s w�r��w��r AT CONNECTION TO CITY i:Ei?FIFIi:ATE OF CfiMPEI"tPi:.:Y S fAfhP (INCLUDING 0 GPM FOR TOTAL HOSE STREAMSj O `. 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I � I � x ' � i � � � ' p; i i N , . , _ , . . , . . . : .. .��. . . , : . , : . . . . �. ! � ' ` ' � , _.._ . . .... . . : . . ... ... . .... . . � . _ � , .. ,. .._ . , � � i ... ...., . . . . . . . :_ : � . . . . :._ ,. :... , - , : t _ ' __ . :, � , . . ...._ . . , . . :::.. � , . � , . . , . . � . . . � . , . i . ,.. , ... ._ ... _ _ . .._. . 1..��. � . . ,. . . _.. . - , . _.. .._ ;:t. . _ � ! �.. � �� , ; . . . . . , . , . � � � .. . . , . , . . . . . . . , . , , . � � . , . � : . _ ; � _ . , 2 ' �' � ' ; ?. .'".:"_._ : ....�3. . ; i i.:._ .; � . � . .:- . ( i i... �. _— � .,..:. , .: .�, :.�.* :.� _;. —�.. ,�-.-- •— i �"t1"T'i 1"i�i" T1�, "f"�("1" TT"i'fi "fi`r( 1" 1 T t o � °m � � ��°+ °rt. ro °m w o isd rvi ��nss�dd SPR.LNKLER :YSTENI IN_-'UT CI�TA P��G� i DAT� : 9;25/�Ql�:;: \SC�UTH PUGET SOliND�TE�M2\J�:B FIL�S'�TCi410'i T� T�?��1.f5�,`='C14i�2 �I�'�R JOL� TI`i'I�'_�: RIVER R[JN AF�1R'i'NI�DITS Source Nod�s Ncde T�g Elevat.iar �tatic kesidual Flow H�se .�trea�n Pressure �'resstzre F�11_owanc�. (ft ; (p5i� (psi) (gpr:t) :Up=1�� SR -9 . �G 5� . 0 55. 0 1175 0 Node ��ta Node T�g Elevaticn K Req. Den. Area (ft) (gpm/ft^2) (tt^2) SR -4 .7 SdURCE 0 . 000 0 . 0 S4 17 .00 4 . 90 0 . 000 0 . 0 S5 17 .OQ 4 . 90 0 . �00 i� . 0 S6 17 .00 4 . 90 0 .000 0 .0 4 17 . 33 0 . 00 0. 000 7 .0 5 17 . 33 0.00 0. 000 0 . 0 6 17 . 33 0 . 00 0 . 000 0 . 0 E 17 . 33 0 . 00 0 . 000 � .0 F 1i . 33 0. 00 0 . 000 0 . 0 G 17 . 33 0 . 00 O. 00Q 0 .0 H 8 . 50 0 . 00 0 . 000 0 . 0 ToR � . �o o . ao o . 00a o . o �oR 3 . 29 0 . 00 o . 00a o . o BFl 3. 29 O . OQ U . Q00 0 . 0 UGl -4 . 70 0 . 00 O . OQQ 0 . 0 UG2 -4 . ?U 0 . 00 0 . 000 0 . 0 UG3 -4 . ?0 0 . 00 0 . 000 0 . 0 UG4 -4 . 70 0 . 00 0 . 000 0 . 0 Pipe Data Pipe Tag Enct N��de �'ags Length Fi'r_tings D�azr!��e� H6tiC (it} (�t} (in) i s� f 0 . 42 J o . ��;� t o . r�o> i�c 2 =� E 4 . 67 'P 0 . 874 ( G . 75�j l�C 3 S5 5 0 . 42 � 0_ 8?� { 0 . 7�0) 1vG 9 � F 4_ . 50 T 0 . 874 ( 0 . i SCt j 150 � S5 0 0 . 42 T �J. 874 ( G. 750} l�C 6 E E 2 . 54 0 . 0 i . 39� ( 1 . 250} l�U � F' 6 14 . 62 0 . 0 1 . 3°4 ( 1 . 250} 150 8 6 G 35 . 88 2E�' 1 . 598 { 1 . 5C�� 1.50 9 , � i0 . 54 � 1 . 598 ( 1 . 700} 150 10 H TOR ''�8 . 92 �T 1 . �98 ( 1 . �OOj 15C 11 TOR BF1 6. 04 0. � 1 . 5U8 f 1 . 50Q> 15� 13 BOR �F1 FixPd Los, Device -8 _ J psi 1� BflR ?JG3 1�1 . 33 2ET 2 . OG3 ( � . 00�t�} 15J 19 SJG� UG2 83 . 1i T � . 270 tD8 . 040? �_�0 19A �JGI UG3 92. 88 E2G 8 . 27Q (D� . ��00? 1==Q 19B UG3 UG� 99 . ?9 `T2r � . 2?tJ (D8 . 000} 140 20 UG2_ rJG4 151 . 50 TG 8 . 2'70 (DB . OGdj i�0 21 CJG4 SR 3 . �� G 6 . 150 (D6. QGGi 140 °PR��rKLf�,ft sY::�`��N7 1NP1�`I' Dr��t'� ?a��e � D1'�i ;�:: �,/25� t)14��: \SCiC?TH !'[,C,E�'�' ��:�1!I�1C)'�,l'EA!�1�'�.J:7B EI�E:,`,,TCiStt)� TO TC14�2'�>1.TC1�1112 Rit'ER JC�T3 .I��,TI,�: _:i VER. R.(1�f :'i�AR`I':�lEC,i l'`; SPR��IKLER ��'S"_''�?�l HY'�'RAULIC �NAL'�'�IS P,�g� 1 DATE: 9t�'S12U1�::?,TIJ�IU'1��ASS c'=L�'.S��.RI��ER �.UN 3 H�[�D �t�L�- ��D A. - :'�>PY.�C)E' J0�3 m�T�F: RIV�R RUN :AT?RRT`�1FNTC WAT�;R SUPPVY DATA SOG'RCE STATIC RESID. F�CW P.JAIt�. TOTAL REQ' D NO�E PRFSS . PRES: . @ PRESS. �? I3F.Mr�,ND PRESS. TAG (PSI) (PSI; f,GPM) {PSI) (GPMj (P5I) SR 57 . 0 55. 0 1175 .0 57 . d 61 . 6 52 . 2 Required pressure is 4 . 8 psi (80) less than availabie pressure. AGG�EvATE FLQW 11NALYSIS : TOTAL FLOW AT SOURCE 61 . 6 GPM TO'I'AL HOSE STREAM ALL04�1ANCE AT SOIJRCE 0 . 0 GPP�1 CTH�R HOSE STREAM A�LOWANCES 0. 0 GPM TOT?�L �ISCHARGE FROt�1 ACTIV.� SPRINKLERS 61 . 6 GPM NODE ANALYSiS DAT[� NOGE TAG EL�VATIQN NODE TYPE PRESSURE D�SCHARGE (r'T} (PSI) �GPMj SR -� .7 SOURCE 52 . 2 61 . 6 S9 17 . 0 K= 4 . 90 i6. 7 20. 0 S5 17 . 0 K= 4 . 90 "'�6. 7 20. 0 S6 17 . 0 K= 4 . 90 y9 . 6 21. 7 4 17 . 3 - - - - i`7 . 4 - - - 5 17 . 3 - - - - 17 . 5 - - - 0 17 . 3 - - - - 20 . 2 - - - ,� 17 . 3 - - - - �9 . 1 - - - F 17 . 3 - - - - ig . 1 _ _ _ G 1? . 3 -- _ _ __ 25 . 4 _ H 8 _ '� - - - - 30 . 8 - - - TOR 8 . 5 - - - - 33 . 8 - - - BOR 3. 3 - - - ° 49 . 6 - - - BFl 3 . 3 - - - - 36. 6 - , - UGl -4 . 7 - - - - 52 .2 - - - 11G2 -4 . 7 - - _ _ 52 . 2 _ � _ [JG3 -� . 7 - - - - 52 .2 - - - UG4 -� . 7 - - - - 52 . 2 - - - �ra�!�I<z��r :��c , ,^nlr r[��R.A;lLlc; �e��:�-rszs �ag� 2 D�'1'�: 9/'�1i2,(?i�?1"TON::�.EtAS; r'I'i.�� \RIvF;R. �Ul`1 3 H�t�D CALC- BI�D A - COPY'.Si e JOB `iITLE: Rii1ER. R'JN Fi'�'?�R`:ML';I�ITS P7 pE Dr�T't-� FIPE TAG ',� iC�PM) DIA ( IN) �i�NGTi: L'RFSS . EN� ELE��T. NOZ . PT D�SC. `iET; IF�S; HW (C? ( '��) S��M. NOD'�S {�'^} {K) {PSIj {GPM) E'L/�T (PS�; Pipe: 1 -20 . 0 0 . 8"l9 PL 0 . 92 PF 0. 9 S4 17 .0 � . 9 16. 7 20. 0 10. 7 15Q FTG E PE -0. ' 4 17 . 3 0 . � i� . 4 0. 0 0.210 TL 4 . 42 PV Pipe: 2 -20 . Q 0 . 874 ^rL 4 . 67 P� 1 . 6 4 1`I . 3 0 . 0 i? . 4 0 . 0 10 . 7 15Q FTG T PE 0. 0 E 17 . 3 O . Q i9. 1 C . 0 0.21G TL 7 . 67 PV Pipe: 3 -20 . Q 0 .8�4 ?L 0. 92 Pr"' 1 .0 S5 17 . 0 4 . 9 16. 7 2C . 0 10 . 7 lOQ �TG E PE -0 . 1 5 17 . 3 0. 0 17 . � 0 . 0 0. 4�3 TL 2 . 3� PV Pipe: 4 -20 .0 0. 8'74 ?L 4 . 50 P� 1. 6 5 17 . 3 0 . 0 17 . 5 0. 0 10 . 7 154 FTG T PE 0. 0 _ 17 . 3 O . Q 19. 1 0. 0 0 . 209 TL 7 _ 50 PV Pi?�e: 5 -21 . 7 Q. 8�4 ?L C . 42 Pc 0. 8 S6 17. 0 4 . 9 i9. 6 21 . 7 1"1. 6 150 �'TG T PE -0. � 5 17 . 3 0. 0 20. 2 O . Q 0.243 TL 3. 42 PV Pipe: 6 -2t� . 0 1. 394 PL 2 . 54 PF O. i E 1? . 3 Q . 0 19. 1 0. 0 4 . 2 150 �TG --- PE O. Q �' 17 . 3 0 . 0 19. 1 0 . 0 �J.C;22 TL 2 . 5� PV P�pe: 7 -40. 0 1. 394 PL 14 . 62 PF l . "� E' 1? . 3 0. 0 19. i 0 . 0 8 . 4 1 S 0 ErC`G --- PE 0 .0 6 17 .3 O. �J 20. 2 0 . 0 Q. 078 TL 14 . 62 PV Pipe: � -6i . 7 1 . 598 �I� 35. 88 PF 5.2 6 17 .3 0 . 0 2J. 2 0 . 0 9. 9 15� �TG 2E`i' PE 0. 0 G �7 . 3 0 . 0 25. 4 0. 0 0 .089 TL 57 . 88 PV Pipe: 9 -6�.. 7 1. 598 �L 1G . 5� PF 1. 6 G l� . 3 0 . t� 25. 4 0 . C� 9. 9 150 :�'TG E PE 3. 8 H 8 . 5 Q . !� 30 . 8 0 . � 0_ 089 `PL 17 . 54 PV Pipe: l� -51. 7 1 . 598 PL 18 . 92 Pr 3. 0 (-i S . � 0 . 0 3 i) . t; 0. 0 9. � 15 0 ;�'T; E`� P F 0.0 TOR 8 . 5 0 . 0 ?3 . 8 0. 0 Q. 089 TL 33 . 92 P��' Pip;�: "'�1 - _ _ . 7 1 . 5y8 �L 'a. �t1 P'�� 0. 5 TOR. 8 . 5 i) . 0 33 . 8 0 . 0 3. ; l';0 =,Tta ---- PE, 2 . 3 BFl 3. 3 C� . O 3r;. 6 0. 0 0 . 08�� TL 6. 04 PV Pipe: 13 FI:XE:D PE�E,SS:�RE', I.,OS� C�EVICF ��;:-? �? . 3 0 .0 4<f . � 0 . 0 E3 . 0 �>st , ��1. . 7 q��r.l ��,_ 3 . 3 C . 0 3%>. r O . G :�PRICvK�ER SYST�v1 HYDRAuLI:: �VALYSIS Page i 7RTc=: `.3i251�2.;�:1.��",`1'IONS\H;S:? FZi_�FS\RIVER RUN 3 HF..RD CALC BLC? r'\ - CC�FY.�DF �CB TI�'L� : �.I�,T�R RU� AE=ARTI�IE"JT� PIPr TAG Q{GP�!1j DIA(IN} LFNGTH PRE�3, END ELEs�i. NC�7. F'i DISC. VEI� (E'PS} HW (C) {r"P} SUM. :ItiDES (" iKj (PSI; {;�PP'_') FL/FT ; P�1} P,�pe: 18 -61. ? 2 . Q03 P� 111 . 33 P� 4 . "i � t30R 3.3 0. 0 94 . 6 Q.� 6. 3 15Q FTG 2ET PE 3. 5� UG3 -4 .? �. 0 52 .2 O .Q 0. 030 TL 139. 33 PV Pipe: 19 -22 . 7 8 . 2']0 PL 83. 17 P:� 0 . 0 UGl -4 . 7 C . 0 52 .2 0. 0 0 . 1 140 FTG T PE 0.0 UG2 -4 . 7 0 . 0 5?_ . 2 O. 0 C . 000 TL 130. 17 PV Pipe: 19A 22, 7 8 . 270 PL 91 . 88 P,� 0. 0 UGl -4 . � � . G 52 . 2 O. G 0. 1 140 FTG E2G PE 0.0 [7G� -4 .7 O . G 52 . 2 0. 0 0. 000 TL 121 . 88 PV Pipe: 19B -39. Q 8 . 270 PL 99 . ;9 P� 0.0 UG? --� . 7 O. G 52 . 2 0.0 0. 2 140 FT� i2F PE Q.0 UG4 -9 . 7 0 . 0 52 . 2 0. 0 Q. 400 T� 1?G . 79 PV Pipe: 2C -22 . 7 8 . 270 P'� 161 . 50 Pc O. Q UG2 -� . 7 O .0 52 . 2 O. 0 0 . 1 140 FTG TG PE 0. 0 UG4 -=� . 7 O. 0 5?_ . 2 0.0 C. Q00 T� 214 . 50 PV Pipe: 21 -61 . 6 6. 160 PL 3 . 54 PF 0.0 JG4 -4 . 7 0 .0 52 . 2 0. 0 0 . ? 140 FTG G PE 0.0 SR -� .7 SRCE 52. 2 (N/A) 0. 000 TL 7 . 54 P`J NOTES (HASS) : (1) Calculation�; were pezformed by the HASS 8 . 4 compute_� program arzder license na . 270815'I3 gran*�ed by HRS Systems, Inc. ?_08 Sotzthside Sql.�are Pe±ersburg, TN 37144 (93�.) 659 -��6G (2) 'I'he system has been calculated to provide an average imbalar.ce at eacn node of 0. 007 gpm and a :naximum imi�alar_ce at any z�ode of G . 122 gpm. �',3� Tota1 press!lre at ea:�,h node � s use�l in balar.cing th� system. ;'idXi::iuiit 'vdd�E'i ✓Ei.'_?CI�.'y' �3 ii . i� ft��S2C dt p1pE J . (4 j Items lis�pd in boid pr.:�.��t on �:he cover sheet are a�_itom�:t.ic��1.1y transter�ed frcm th2 calculaticr: re�ort, ;�; A„ai '��,ble �zf ssure at so..t~:.e ncde SR url:�er ft�l1 �iow candit�ons is 56 . 9`a �,s�_ cc�mpared to tYle rnini�?turn requ'�red presstzre of C . CO p�i . SL'RIP11{Lt�ri SYSTt�M �iYDkA[;L�C ANALYSi:�� Pa'�:' ="1 DA�'�� . :�J�2,�/2'.''14t=�`_'IOTd`t�'.it�;;_, r�L'��Ri;?�R RIJN 3 HEAD C?�L�- �L� �S - C��Y. u�r ,7�;E� TL�!'T_:E: RIVEn RU�y A�F�RTMFNTS ,_ �''�, ._ ;T'�I�I i�,.1:7 L rHrS I.,E Pibe `Pabl� Name: SMITH. ?IP PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitti.ng Lengths in Feet (in} E T F C B G Ell Tee 45 ChkVlv BfyVlv GatV'�v 6. 16� 12 . 00 40 . 00 10.00 �3. 00 16. 00 4 . 00 8 . 270 i8 . 00 47 . Q0 12 . O�J 60. 00 20 . 00 6. 00 PAG�; P MAT�R�AL; CPVC HWC: 1�0 Diameter Equivalent Fitting Lenqt�s in Feet (in) E T F R C G B E11 Tee 45 teeRun Coup Gva Bfy 0 . 874 4 . OQ 3 . 00 1 . 00 �.00 1 . 00 1. 00 O. �C 1. 394 6. G0 6. 00 2. Q0 "�. 00 1 . Q0 1 . 00 5. 00 1 . 59� 7 . 00 8 . 00 2 . 00 �. 00 1 . Q0 1 . 00 6.00 2 . Q03 9. G0 lO . OG 2 . 00 �. 00 1 . 00 2 . Q0 7 . OG SPRIN�LER SY�`�'Ei41 (lYDR11JI,IC AI�tA�Y�I� Paye 5 Dr'�"�'E;: 9125t`�Q14ATLC�NS\Hr,r� ��LEU\R��,'ER RUN 3 Hr�AD C',�1-_� ' �'�C; p _ GQ??�.SDF' �7Q� TL".'LE; R.i.`.iER. RC?N t?PF1I?TMENIS a 0 _._...._.__._.___.____---- -� N I i � > ! � � � � i � � m rn a�� v � Q ��;.,� �; �� . � a �o u :u >,Z7 � � W (n • � • � G � � N � �t7 � U-� �71 � 1. � N � JJ N � �-i L1,� la �°� :n q � t�.. � N - � N � u] 'O n U N � � � C4 N G, � � � �-i � �-I .y o: r, o O ?v � C!) [,z.' �- s a N UI U) � � j �L N N • . � � � � :n x � � � � � � � � Q � � �Y o � +} � � � `n �' -�' I O E-' � i --� � � � O tn w � I � I � � .,� � � � � � RS � � }-i `� � � n , O �� y � � �1' Cy N � i, `-� t� +� ; ro 7 r{ � u � � V � ' Q � y� �, a m a ,� w � r,, +� +� � � ! � � cn f o " N N a �� ra � EN � U � -� � i '� J n � � o � � � � I a � � � � � o cr, _o ro �` co C� i C� � I O o ; o z ,U __ i G f --G _---- ---° , ��.— �-�—�---r— Cq ; � �; i:.. C� O J CJ J �v.) C:;) t=> r� v, . . . . . . . . . � C3 rJ O O u O �� -. G� i CX:; C�� .L� u`- �' t""7 N .,.... C" r� � C� :�: a, c�; � u; cn � r� [a -- �, rn �� -� :=;PF?INK,:,EP. ��YUTENi F?YDR?�I;I�iC i'�NF,LY��:� f��° �, u'r1TE �3i2;i!2,^_,'�IAL ION:;�,i.f�,S:: F'_:��:.\F?.I`JER RC1N 3 EI��aJ i;AA�i;- '.3I,.? _� - ��C.. Y .,D. . �, . { r 1'� , ,7r)R TT?'-,r,: �.IVER RUN I�P�Y,"^�1EL;TS ;dA'1�',R S[.'rPLY ;'UR'JE 60+ I 0\\\\l\\\\\�. � A\\\\\\\\\\\ 5�-�- * <-55. 0 psi @ 117j gpm � E'low Test Point X I 50+ I I I t��+ I I I P 4�J+ R � E � S � S 35+ U � R � E � 30+ i ( P I s I � 25+ ) I 1 1 L')+ � � � 15+ I i � _ , : 1�l+ ��,(�'r.,�l; �� I �� I X = F P_.:�t.71.1�f'C� v`t 7."v�:1 i l��j 7 t V r� n � �_� . �U l��_ �� b_L . 'o ��{pi0, j} �f � 7 = .z1`i�i'ldk?�P 41�%�tE?r - -a �� n I J J. ?� ��J.'._ L �ii. . �J �FJi�r!. � �i �.� ; , �, : � .. .. .... . . . . . .._.. .� _.——'—_.._._ ' ._ 9()CC) 60;) 80ti ^ i)t)') 1 Gt��(? 14v"' inC:iC 18'.:;C' i , . �'LOW i C;PTfI j E3ulle>Un '.3�R�;v l- r� p 11AIoC�el F1 Resid�n#ia1 Sprinklers for Design Density of .05 gpmlft2 �U Model F1 Res Sprinklers engineered for the(owest flows to meet the rrzinimum design density of .05 gpmfft2 Types: � _._ ___ , t. Ft Res 30 Per�t�ent , -�-"�., � 2. F1 Fies 3G Recessed Pendent/F2 1i � i 3. F1 Res 30 Recessed Pendent/F=P � �� ,�` � � I �� '� � 4. F1 Res 49 Pendent �L�`�:'G.- f � � i � .;�'��»:�� / 5. F 1 Res 4 9 F iecesse d P e n d�n t/F 1 ,, i �=-�-t" I i ..- 6. F1 Res 49 Recessed Pendent/FP �t � - k---- - 7. F 1 Re s 5 8 P e n d e n t _r_ ____ __. 8. F� F�es 58 Recessed PendenUF1 Re essed Penden&/F� Recessed Pe dent�J FP F1 Res:>:S I;�Wx 9. Ft Res 58 Recessed PendentlFP ._ _____ ___ ._ , 10. F1 Res 76 Penraent ' 11. F1 Res i 6 Recessed Pendent/F1 � � 12. F1 Res IG Recessed PendeniJFP , �r `: rv f�" r" '�'��' �k�` �, � � � � `�3 13. F 1 Fies 30 CCP Pendent i �;,��,,b `"'�'� " ' �4. F1 Res 49 CCP Pendent � :;,� ��_ ' k b• 15. F1 Res 58 CCP Pendent >.��` 16. F1 I�es 76 CCP Pender7i __�___ ___ ___ ._ _ _ __ ___ 17. F1 Res 44 HSW F1 Res 30,49,58&76 F1 Res 44&58 F1 Res 44 SWC 18. Ft Res 44 Recessed HSW/F2 CCP Pendent Recessed'HSVV/F2 19. F1 Res 58 HSW 20. F1 Res 58 NSWX Horizonlal Sidewall sprinklers(Fgs.5,6&7;are equally attrao- 21. KRes58 HS�NX tive when above ceiling piping cannot be used. 22. F1 Res 58 HSW Recessed HSW(F2 The 3mm glass-bulb pendent sprinklers permit!he efficient use 23. F i Res�i4 S4^JC of residential water supplies for sprinkler coverage in resideniial fire protection design. Listings & Approvals The low flow F1 Res sprinklers are specially engineered for fas� 1. Listed by Underwriters Laboratories Inc. and thermal response to meet ihe sensitive fire protection applica- UL Certified for Canada (cULus) tion needs of tne latest resideniial market stand�rds (Ul. 1626 Standard). Upon fire conditions,rising heat causes z sprinkler's Sprinklers for .10 Density: Refer to Builetin 176 heat-sensitivee(ement,glassbulborlinl<toactuate,releasingthe UL Listing Catpgary waterway tor water flow onto the deflector,evenly distributing the discharged water to control a fire. Residential Autorr�atic Sprinkler Techn(cat Data: UL �uide Number � Therrr�al Sensor. Soldered Element (Link) or vo�Yiinal VKKW 3mrn glass-bulb Patents • Sprinkler Frame : Brass Casting US Patent No. 6,516,F393 applies to the Model F1 Res 49 . Sprinlders' Pressure Rating : 17� psi & 58 Pendent Spri��kl�rs Factory Hydrostatie,ally Tested to 500 psi US Patent No. 7,353,8�2 applies to Model F" �es 44 &58 . �(hread Size, !z" NPT (RY�} HSW Sprinl:lers � K-FaCtor� 3.0(43.2)(ActuaO-F1 Rns 30 Pendent Spnnkler US�atent No. 7,7�34,555 applies to Model F1 Res 44 SWC 49ttp,6)(Actuall-F1 Res49�endentSpnnkler S p i'i n(<.I e rs 5.8(83 5)(Actual}-f=1 R�s�f3 Per�den±&HSW Spnnkler Pt'OC�UGt �eSCi'IptIOCI 7 6(1(�)(Actual)-F1 Res 76 Pendent S;>rinkler Model �1 Res Penden( sprinklers (Figs� 1, 2, 3, & 4; are �ast 4 4(63)(Actual}-F1 Res 44 HS�N Sprinkle� response s�rinklers combining�xcellent durabilih�,high sensitiv- � Density Minimurn�.05 gpmlft' ity �lass-bulb �nd low ��rofile cecorative desig��. The F' f�es The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Flmsford, Nc�w York 10523 Applic�tian Model F1 Res Sprinklers are used for Residential Fire Pro- ��:��arly recesse�i escutcheoi�s to be�sed with M�del i�1 ��es tection according 1c UL jF26 Sta�?dard". For ceiling ;ypes: s�rinklers. Use of ar,y��Cher recessed�� [cheon vvill void all Smeoth F=1atHoriz�nta!,or bearr�ed,or slc�ped, in accardance �p��rovals and warra��ties. For instaliirrc�^�,�t�,��; ;1 P,E ; i'er�- �vith NFPA 13D, 13R,or� 13 2013 ed;tir�ns. Be sure that oriFice dent sprinkler� use only tt�*�1Gf'�c c,"'�=T�C�sF�rir�<r�r rt:ne: , fr�r � size,ternperaCure rating,defle�:c�r style and s�rinkler type are install;ng P�lociels F1 R�.s �s��.�::se:� ��uc��i �;ir�,S`NC in accordance with th�latest published standards of The Na- sprinklers use only th�Moc�el �FR2��rir�kler v��r�:nt ; for in- tional Fire Protection Associatic�n or the approving authorihj stal{ing Model I=1 Res Recess�d F-iSW 7prir7kiers use oniy the having jurisdiction. Model G�R?_ Sprinkler�Nrer��ch. Use of wrenches other than Installation those specified may damage tiiese sprinklers. ,'nsta!! F1 Res Models F1 Res sprinklers are �o be insta(led as shown. �4 with a ceiling to deffector distance of 4�"- 12". h=1ow arrow Madel F1, F2 and FP L=scutcheans, illustrated herewith, are on deflecior must point a4vay from near wall and "Top"mark- ing must fac�ceiling Escutcheon'', F1 or F2, Data: �_ _ _ ._ _ ____ _ Adjustment "A" Face of fitting to ceiling B Type� � Deilector Dista�ce beiow bottom of beam Inch(mm) Inch(mm) Inch(mm) _ _ _ Inch�mm� __ � �- _ ��1 � '/(t°.0) � �in f?ecessed= 1�/e(4 1.3) '!y(9 5) i t'l�(44_4j Max Hecessed=`le(�121) -..____ 1'/u(2E3 6� _ --- - _.__._.t (2S_4'------ - _ M...__ -- — . — . — F2 %z{92.7} Min Recessed 1''/e(41.3) '(a i9 5) 1')a{44.4) M�-Recessed=i'ld�2C.6� --- `le;?2 2) _ _ --�-- ----__ _______�'��`s��1----._____ --..__ __ - - ---_ Note:rscutcheo�s�t or F2 rnay be u.ed with Mvdei F? Res 49, SR&76 Re::essed Pendent Sprinkler • ,Model F1 Res 3Q Recessed Pendent/F2 • Model F1 Res 30, 49, 58 & 76 Pendent • Model F1 Res 4�, 58 &76 Recessed Pendent f F1 . . _.__ ____.._ .... ..i . ..---- . . . _.__. I � � �� .,"�� ( � �.��\ �F � f I �� I ,,�.'� C.�>, .��` , --.,_ ___----_ -- ... _ --- __ __ __-- : F1 eseutcheon, �1�° (19mm}adjustmerrt .____ _ _ _ , _ ____ ---- —__ _. __ . _ r—`�y"` � �2 1/4"HOLE D+4 ( — '�' (,57,2mmJ ...f= _`�-_= =- .. ! /5//6'UlA. E'_ — .y_�_ ? lli:'r,w�j f t � I // �=..y��a,_ � � � rueu ca�i.u� �,vrri �—rt-— ..`_'"x r/z-ReovcFe �.. ` FILHi '1GAhVST SPFlNKLfR - � FAC2 OF F'J77NC t0 � WKENCh'BQSS. I�'I � CE(CING OfMENSlON' � r V^.�9�9 1 i,iB (FI ESL'UTLNEONJ � / -=b- /a-�/e (F2 EscurcrrEO,v) ti�VtT �L'i�1� �_ i i.�-- � I ,_�_,= AOJUSlMENI . �_r.-x � _ - - -._ i � y ��__ rN _��' �Y.. � � f.t.2r�,r/ '.^---.__ _ .__...__-Z_—�_ - . �.�. , 7��f�:-r,ra � �k�,. i.5rcol '('2�mnr)-- � .... . ____..___ .. .._.. , ..____.—_ .__.,� ..._._. ..._. .. . ._._..._ ...._.... Fic. t Fig. 2 Technical Data: F1Res 30 Pendent and Recessed Pendent(SIN R3511) � _ - __ _ -- -- � Thread � Nommal Orifice Max.Pressure Sprinkler Temp,_Ratinc�__Max.Ambient Temp.� Actual K Sprinkfer Length , /,�' t�Fl f �tnm) . psi(barj ,F,_. f,C °F _ � °C Fa�3 r.j l�h jmm� i I Size Inch __l_ .__ I � .__ ' � � �I�'(�.2) � 17S'17} � �� IDO 38 ��0,. � � ' � �Ri�� 1_ _ 1�U__ J ._ � ! . I _ . _ - � i �Ordinary Temp_Rating i intermediate Temp.Rating ' Max. C Mirnmum� Max.Coverage area . (155 F/68°C� ! j175 Fl79°C) Top of Detlector to Ceiling ? ! Ft x Ft(m x m} Spacmg� Flow ; Pressure ` Flow i Pressure Inch(mm) Spacing ; � : i Ft{m} � � Ft(m) • , ___ _ _(GPM�Unun), PS!(barj ;GPM(Vmin)� PSf(barj _ ' � c�rnocih �r,ilinc,s 'S�to�{.s!.�,o ';i?) 12 x t?(3,6 x 3,6) 1�(3 6� j t3(3Q,3) ; ?-0(C.'�s; � 3�3C),3; 7.0{u.4F3) using f2escutcheon __ -- _ � — � _ � �- � �� - F3�am3��s(all d��ke�r NFi�� 3C, 13R 8(2,4) _ I � � , � , � 14 x�rl(4,3 x 4 3) �4(4,3) 10(37,£3) � 1 9 (0 �fi) 1�1 37,8 l 9 (0,rt�) �to 1/� �_ _ , ____ _�,31 i to 44 4t usuip i?Psc„u(cheqr, _. f-or C2tling type�reter ta NFPA 13, 13F�rx 1:3D _ _ ._ . � Technical Data: Fi Res 49 Pendent and Recessed Pendent(SIN R3516j Thread NominalOrifice � Max. � Sprink{er Max. �; Actual Sprinkier ' Size ! inch(mm) , Temp.Rating , Ambient Temp. � K Len�th Pressure I ' ( ' psi{bar� � F C F C � Factor Inch(min} , . _ �� 5 ( �3 i 1�i ' � � ri ; �r,�7^i , � r' . ; r , 71; � � �l� t �<> ,'� I >(} .;(� . ��.. ._ .. . :i � i _ ..._ _.._ , .__._. __._ _._. . . ... ._.._ _._.I ..__.. . , Ordinary Temp.Rating � intermediate Temp.Rating + Top af Deflector Minimum ' Max.Coverage area I Max.Spacing ; {155 F�58°C} , (t75°F/79°C) _ ; to Ceifing Spacing ' j Ft x Ft(m x m} i Ft(m) � Flow Pressure Flow Pressure i Inch(mm) Ft(m) _ _ ____ � GPNI(Umin)__PSI_{t�ar) , GPNt(Umin} ; _ PSI{bar} 1Z x (>(3(,x�6) 12{3 G) '3(49j 7 G(��48) 13 t43� ; '0,p,�1L) �moc�tPi Ceilinc� 'I[0 4(31J�to j ._ _ -- ------_ _.._ ' .__ __ 102}using F2 r.srutcheo•� ' ?h x 14(4,3 x 4,3) 14(��,3} 13(49} 7.0(0,�8} 13(A9j 7.0(0,48) 1 to�t25.4 to tU2J usir,g F'• � -----_. _---_ ----------- _.._..._ __ _--- __��._.. _.._- .--.--.------....escutcheon i 1Fi x 16(4,9 x A,9) 16(4,9) 13(49) � 7.0(0,4f3) 13(49) 7.0(O,A�) Qear�ed Coilings per N�FA ___-__ _ __._-_- --__-_ _ _..._._ ,.___.------- -.___.. ___._._--_---------- 13D, 13R or 13 ir�stafied in ��ZAi 18 x 1n(5,`.�x 5,5) 18(5,5) 17(64,3} 12{O,f33} 17(h4,3) 12(O,B3) beams t Y�to 1�1 (31 7 tc� . _ _-- _. .--- -__. _,_____ ____------- -Y_�.. __.------- 44A usinqF�c.,cutr,heon t POx2(?{G,ta6,t) 2�(6,7) 2D(75,7} 16.7(1,1h} 20iI�i) j 167(1.14) tol�/(25.4tod4.4Jusingil � ----.,__,_. � _. .s_�,��n�o�,_-_ _ ____�. _. : For Ce;iling types refer lo N�RI� 13, 13R or 13D i - _ � _ --- . 9 ' R g I Ordi{ Tem Ratin Intermediate Temp.Rating Top of Deftector �� Minimum� --- _ ry p• 9 i 3 M�.Covera e area Max.S acin 155 Fiti8°C) _ (175°Fl79°Cj _ to Ceiling Spacing 3 Ft x Ft(m x m) � Ft(m) Flow o Pressure ; Fiow Pressure Inch(mm) ; Ft(m} � �. _ __ GPM(Umin)_ --PSI(bar) � GPM(Umin) PSl(bar) , _____ � � 12 x 12(3,�x 3,6} 12{3 6) `5( r) 9 4(C),6�j ".�� ` ') 3��(C�Eai �mooth Ceilings 4 to F1{1CJ010 -__ _ _ _.__. ---_�__ _-- _ ---_ a --. _ 203)using F2 escuicheon 14 x 14(4,3 x 4,3) 14(4,3) 1�(G0,5} 10.6(0,73) 16(60,:i) 10 6{0,73} 4 to El(70Q!o 203)using F1 _ _------ ��-- ----. ._ -________ _ _-- . _ - escu?c�eon. 1f x 16(4,9 x 4,9) 16(4,9) 17(64,3) 12.0(0,831 17(64,3) 12.0{0.83) [3eamed Ce+lings per NFPA 130, 8(2,�?j _._ ___ _... �___ __.�.__..__.__�-. 13R o� 13 installed in beams 18 x 18(5,5 x 5,5} 1&(5,5} 19(72) 15A(1,0} 19(72) 15A(1,0) 4Ya to 8(108 to 203}using F2 ------_ . ____.._._.._----- _-_____ . escu;cheon,4 to 8(100 to 203) 2Q x 20(6,1 x 6,1) 20(6,1) 22{83,2) 2C.2(1,4} 22(83,?} 20.2(1,4) using F1 eseutcheon Technical Data: F1 Res 58 Pendent and Recessed Pendent(SIN R3513) -- _------__ _ _- - __. _-- - -- _-- -� Max. Sprinkler Max. 1 Sprinkler Thread Nominal Qrifice I Actual Size Inch(mm) Pressure Tem Rating Ambient Temp, t K Factor Length _ P•, -- _. ___Qsi bar)___ �F 'C °F C j ____ -- inch(mm) _ _ I ----- Y� NPT ,, 155 � 68 100 � E? � � ,�, ,,�r� (RYz) rz �l3't 175(12} 17.i 79 150 {,F i 5£�(83�) � __ ____ _ __. _ __-- � .-- -. -- _ _...._--- -- _ ---- -- _ Ordinary Temp Rating Intermediate Temp.Rating � Max.Covera e area Mau.S acin Top of Deflector Minimum 9 P 9 �155°F�8°C}--- -{175°Fl79°CL_ to Ceiling Spacing --� - Ft x Ft(m x m) Ft(m} ; Flow Pressure Flow Pressure Inch(mm) Ft(m) € __ __ � GPM�Vmin_ PSI(barj, GPM(L/min)__ PSI{�r� � _ ___ _ ' , ti � �;,, i 1?x 12{3 6 x 3,6) 12(3,6) � 16(61) 7 6(0 53) 16(61) t�(0,.,9) Smcot��,eilings to 4�u i7 1� � -- -_,r _----- -- -__ __ ----- IO?t u ir�y F2 r,scutchea� 14 x 74(4,3 x d,3) 14(4.�) 16(61) Z6(Q53} 16(61) 7 n(O,S3) t Lo 4(25A lo lU2}using�1 --_ __.--- ---- _�____ _ ------- __. , __.-- ------- �scutc eun. 16 x 16(4,9 x 4,9) 16(4,9� 16(61) 7.6(0,53) 16(61) 7.6(Q53) 3eamed Ce(lin�s per NfPA 13D, E?(2.4) _.___ ___._- _.�_-- -----. .� ___ _._.--- . ---_ .. .. ._.- � --��-13 or 13 instailed rn beams t�x 1�3{S,5 x 5,5) 18(5,51 19(72) 10.8(0,75) 19{72) 10.8(0,75) ty�to 1'lA (31 7 to�4.4}using - -------._ _..._.,..- ---___- - ------- _... _----- ------ �F7_escut�hecxi t to 7'/4{?5 4 to _ ._ ?Q x�Q(6,1 x ii t) 20{6,1) 22(83 3) 14 1(1.0) 22 l,83,3) i 1 4{1 Oj �}q.q;usmc�F�c�sculcheon _ --_ . __-----.__._,__ _ _-- a ��r c,eilin�types refer to NFF'A 3, 13H or 13D � 7'echnical Data: F1 Res 76 Pendent and Recessed Pendent(SIN R76i8) � Max. Sprinkier ( Max. Sprinkler Tilread NominalOrifice K i � Pressure Temp.Rating I Ambient Temp. Length � � Size Inch(mm} . � e � Factor � � � Ps�(i�arl F _ . C � F � °C s Inch{mm) ( r: ! r,>> t� � ;d � , ,,- �; r ;�t ' '�� ,� � 7 Is 1!?gi � ,� , � � , . ,•' � " i ' �- .:. SJ i)� � � i ; Ordinary Temp.Rating � intermediate Temp.Rating � Minimum Max.Coverage area ; Max.Spacing (155°F�8°C) �175°FlT9°Cj Top of Deflector to Ceiling Spacing ; � Ft x Ft(m x m) Ft(m) Flow Pressure Flow GPM � Pressure inch(mm) Ft(m) � j i GPM(Umi�} , PSI(b�r) (Vmin} 1 PSI(barj ____ _ , 12 x �!3 t�x i ti' 2;3,0) r.i::; 7�;,? 't,�, ?' {r'y�j 'c tf.' , `�rnooth�.;eilinrs 1'.�to ri'10z ---_ ---- ---_ _ ___ , . �.:. i – --- ��to 203)using F2 escutcf�ieon ; : 19 x 14(�1,3 x 4,3j 14(4.3) Z1 (79 5) � i 6(0 53) 11 (i 9.6) 7 6(0 53) 4'o S( (�0(0 203) �sln�F 7 j --- -- --.. _ ....-- __ � _ ___ ..__ escuic�eon, i 16 x 16(�1,9 x 4 9) iF(4,91 21 ( y,5) � /6,0 5:�) 11 (79,h) 'b t�53) B�amc�l Cc ilinc�s F,e�r NFf?4 £i;7 d) � __ { __ __ _--- _ .._ i30, ';,R.�r !3 in�(allar in I _.._--- -- . ___— __ __ . i 18 x ?S(5,5 x 5,5} 18(5.51 '27 (l9 r�j 1 7 6(D S3) 27(79,5) 7.6(0,53) be��ms 4i�IQ S(108 t�203)us- I ___.- __ ------- --- --- _- -- --- -- -._ --__._ ing F2 escutcheon,1 to 8(i40 �0 x 20(�7 x 6 1) Z (6,1 ?'i(£37,1) �2 r�h 3r 23(87,1) 9 2{0 63) to 203}�sing��1 escuicheon _ _ ___w___ . _ �_. _-- ------ _--- ___ �-- — - __. .. ._ --- For Ceifing rypes refer to NFPA 13, 13R ot 13D � • Model F1 Res 30,A9, 58 & 76 CCP Pendent • Mode( F1 Res 30,49,58 & 76 , ___ _ _ Recessed Pendent I FP �_ _ y � � �� , ��m � �k�` � i �7� '� � �� :�-�r�f�� _..w � f�.. �.':. �_ ___ ._. _�_.u,.._. __. --_. _--------------- ( �Not lis!ed fr�r corrnsion res;sctar,ce. FP push-on/thread-off escutcheon __ ----- _. __�--- ---____,_----_ — -- -- 6� R,,.;' . (66.n,vn1 e�a� 2 Sf8' IJIA. fGS.%mmj 2 5/H" 7 > 7(' p1A. �� NOL£�lN CE,LtlJG "'HOLE lN G'E!(lNC j �•___.�.. ( C.uP rf�� 2 5/t6"' DlA_ 1 (58Jmmf �--� � _ ., ,�.,,� y >cicEa r��r T-f � - � �.� _ _� __ _ , ; , � euf- —�\. I r � � - t° x r/�,. ;�c�trCt:� � � � __� __ _�- CtiLING �- -�� d ' �!J -----�-�z. I � i � � � , ��v (3�i �,.,/ � e � � � � . ��I � � X. FACE OT i7T7tNf, � . j �', :i ;: f rCi_FACF OF GEJLINC � "-- � �,, � � ��L7.M£NSION C£lLINV � :. — 3 )....t j2'T(3&.1 mm) MRk. �,, " �;..:� S75N� .___ A„ __- --- ,r�° �``�. �� -� ro p icF�r 1cc�rt;%,vc _ - ...� covcr?no✓�.�sruFNr n(n�Crts�on+ rierctar --1 l/2°(13mm� M1lA,\. -- - , .�A� ....-i � FP ADJtl5TMEN7 °�� „ i 4 __J 3 S�rt6' O1�7 �-- .f,.___. _..__'._ t�S'JF(,;04� (dc.Imrr>I ..,a„o F�_ f?ES 30, 4�3_,_ 5£3 & 76 G.C,P PEND. _ __ __ _ __ . _ __, _------ F1 RES _49,___PENDENT/FP ------- _ _ : Fig. 3 - -_ F�g. 4 Nate:_The F1 Res__?&will use a_7"x?I"reducer. GCP Cover Plate Data: FP Escutcheon Data: � � ,C. , _._ � __ i .B;, A B Deflecior Distance below boitom "A" i Deflector Distance below botiom 1 Cover Atl]ustment i CCP Hefght � FP Position � � � 1 of beam ' Inch(mm) a of beam $ inch{mn�) Inch(mm) � � � '� _ j ` Inch mm _ � Inch{mm) , � ) i /z(:27j /rc '? i />{1,�.}- 1(�( 1 V'�tX fidCc,:�CU t�>(�� __ �7c I) { 5/+6(I�� i?_�i�} � _ 'G{1:3� . � �;>a +91__ -- fVli�7.R[.c,eS^�,d � 'sJ;e�?4} i � �fJ�� Note: SprinklErs shotivn in Fig. 3 and Fig 4 arn not s!iitabl� for install<:�tion in ceilinas which have positive pr�=ssure in tf��e space �k�ove. 4 _ Technical Data: F1Res 30 CCP Pendent and Recessed PendenUFP (SIN R3511) ` Thread Nominai Max. ' CCP Assembl ,: Max. K Sprinkler i Y Size ! Orifice Pressure Temp.Rating � Ambient T�mp. Factor Length i Inch(mm) ; psi(bar) F I °G °F °C Inch(mm} i i>' �lf'T �, � � �� ,, , , , ,., � /�_(A�) _� �'��, ; � � � ;, � " �, :�' _ I (Ri,� r _ ___ _ , Ordinary Temp.Rating Minimum Max.Coverage area '; Max.Spacing (155°F/68°C)__ Top of Deflector to Ceiling Spacing ', Ft x Ft(m x m) = Ft(mJ Flow � Pressure Inch(mm� Ft(m) i ---- __ GPM(Umin� PSI(bar�_ ____ _ i __---_ � � Smoo(h C;?iifr�g5%to i(13(0 25.�1)using CCP. 12 x t2{�fi x 3.6) 12(3,6) 8(30 3) /�(�,�9; ye to 1(13 to 25_�#}using Fp escuiche�n. -- - - __---_ ___. _. -- E3eamed Ceilings per NFPA 13D, 13N or 1:3 instalied m B{2,4j 14 x 14{4,3 x 4,3) 14{�,3) 51 (37,8) 13�4{0,92) ��'`�ms Yz to i(13 te 25.4}usirc�CCP Y.to t(13 lo?5 4)us�n�FP es�utcheon. __ --- _.. �or Ceiiing types refer to NFPA 13, t3R or 13D Technical Data: Fi Res 49 CCP Pencient and Recessed PendenUFP (SIN 3516) _. _ t_ , _CCP # __ ! Nominal � Max. � I Max. €Assembly ' Sprinkler �Thread Orifiice Ambient K I j Pressure' Temp. � Length � Size Inch . Temp. Factor psi(bar) Ratin� �Inch(mm); j _�mmj ,F �C �F �C . ----- __ _ _ � '/z i�P` � �, .�t�� 175(12) 135 � G? tC�t 38 �i�;,�6)I '7i.!) t�I�� 1___._ ____ ......... ......... � ___... .... t . . ._._ _.) ..._ ...... ..__" '_."__.. .._r._ ._.. ... . ... ._.__ ._.. ........ .. .. . . 1 ! Ordinary Temp.Rating � � Max.Coverage � #Minimum; Max.Spacing _ �155°F/68°C) _ Top of Defiector to Ceiling ; E area ; Spacing ; t � Ft(m) Flow Pressure tnch(mm) I Ft m 1 Ft x Ft m x m GPM�Umin)__ PSt�b�_ _� � } __._ __ __ _. _ _� �2 x 12(3,6 x 3,6) 12(3,6} 13(�9) 7.G(0,48) --��-- ---- ----�"` Smooth Ceilings Yz to i(13 to 25.4)using 14 x 14(4,3 x 4,3) 14(4.3) 13(49) 7.0(0,48) CCP. ------- °---- --J"`" 'h to t(13 to 25.4)using FP escutcheon. 16 x 16(4,9 x 4,9) 16(4,9) 14(53) 8 2(0,56) �3eamed Ceiiings per NFPA 130, 13R ar 13 8{2,4) � - __-________- �nstalled in beams'/a_to t(13 to 25.4)using 18 x 18(5,5 x 5,5j 18(5,5) 18(68.1) 13.5(0,93) CCP. - ___.___ --- ------ /z to t(13 to 25.4)using FP escutcheon 2dx2a(6,7x6.11 20(6,7) 20(75,7) 16.7i1,14) --- - .---- _ __- ----__ __-- __ _ . For Ceiling tyoes reter to NFPA 13, 13R cr 13D Technicat Data: F1Res 58 CCP Pendent and Recessed PendenUFP{SIN R3513) __ _.__ _-- _. ___ _ y _ . _ _ Thread Nominai Max. CCP Assembl Max. K Sprinkler � Size Orifice Pressure Temp.Rati�_ _Ambient Temp. Length -- Factor Inch�m� si�bar�_ °F C.. °F C °C ___ _ _ Inch(mm) � - '/�"NPT �/z°(13} 175(121 135 5i 100 I 3II 5 8(83.5) 2.25{57) __{RYz)- _ _ ----- .. _- - _ , l - -- _-� _ _ - -__ _-- _ _ � __-- .- __ ----- ------- � Ordinary Temp.Rating i Minimum, Max.Caverage i Max.Spacing (155°F/68°C) 1 Top of Deflector to Ceiling S acin ' Ft x Ft(m x m} I Fk(m) Flow Pressure t tnch(mm) Ft(m)9 i, . I � GPM(Vmin} PSI(bar) __ _ _I -- __ _--- -- -- _ . _ , _ _ -_-- _.. 17 x 12(3,6 x 3,6; 12(3,6) 1 u!61) 7 6±O,t�3) { � ___ ._... .. . .___._ . _.... ___.__ _-.____.__ ..__. 3 I I i4 x 14(A,3 x 4,3) 14(4,3) 16{61) 7 6{0 53) Srriooth Ccdi�-gs Ya to 1(13�'to 25.4)using GCP. � __.. ... _- - --. ... _.__ -- -- `h lc�{13 to 25.4)using FP escutc eon. 16 x 16(4,9 x 4,9) 16(4 9� 16{61} 7 E(0,53) Beamc.d�edings per tVFPA 13D, 13R or 13 installed in b�a!iis Yz to 8(,2,4) � - ----. _.__ . __ __ 1(?3�c 25 4)using t;CP. li3 x i8(5,5 x 5,5) 1B(5 5) 19(79) t�El(Q75) �/z to 1 (13 to 25 4}usiny FP escutcheon. � _ _. ._; _.___,.__ ._-- _.�_ i 2ox2o{5,� X�,i} � 2o(s,i� z2(f3s,3> 1a��,o> . _: _ _ _ - - _ For t eilr,g types refei to NFPA ;�, 131�or 1,5[� F Technical Data: F1Res 76 CCP Pendent and Recessed PendenUFP(SIN R7618) Thread Nominal ; Max. , CCP Assemb(y ' Max. K ': Sprinkler Orifice Pressure i Temp.Rating Ambient Temp. Length Size ; . • Factor ; Inch(mrnj �s�(barj °� °C °F °C ' I�ich{mm) � � , t � ' �JPT � � , . GO �tt ( ' � i 1Li i3�: � ;i — ,3 ?r,a� i � ��, � , ,(t;'�1 i i � ! 1`;0 � rE, � � � � Max.Coverage Ord�nary Temp.Rating ' Minimum Max.Spacing I (155°F/68°C) Top of Deflector to Cei(ing � area Ft{m) Flow Pressure Inch(mm) Spa(i jg Ft x Ft(m x m) l Ft m I _�_GAM(L/min)I PSI(bar) � i I<s x 12{3,F x 3,6, �{3,6) 21 (79,b) l.o(0,53) � _ _ _ ___ � 14 x 14(� 4 x 4 3) 14(4 3} 21 (79 51 !6(0,53) Sm�oth Ceiling r�io {13 to 25�)u;ing CCP i —_ __ .. _ —. — %to 1� 3'o �5 4,usir y FP esr_.ut,tir c�n �b x 7b;�1,9 x 4 9) r '.6(�9) ?1{19,5) 7 0(0,53) Q�;amed:eiling par NFf'F1 13Q, 13R or 13 instafl�;d in beams`/;� El{2,4) - --.... _ — __ ---- -- -- t�? {13 To 25 4) _sing t,C,?. 18 x 18(5,5 x 5,5) � 18{S:�) 22(£3,3) 8A(0.5F3) �/,to t(?3 to?5�7j using FP escutcheon- l— _ -_ ___ _--- — ___._ __._ i �_�0 a 20(6.1 x 6 7) 2016 17 25 i94 6) 10 8(0,/4) __ _ _, __--- -- _....____._ ____ __. _- _ _ --_ �or Ccailiny types refer to NFPf� 13, 13R or 13D _.___.....�_-_ _..___ __..___.____._.._ • Model F1 Res 44 & 58 HSW , C�� T ._( � �,;'�� .3 . i rncF nr �rrNC r� -- - � ��sY��'�,� ,,::�y,, �. �i♦.� � :YN.? UIMENrIQN �- ___..___ —1 1/4"hi1N. '�.�,.. . � t ;9-... i (31.Amrn� �f�„�✓`' f p° -2 (/d"" HOLE D!A + •��• � I I (;;z��r,m3 ��y�.,,� cEiuNr, ro DEi�LECfOR 7'" X 1/2""RF�UCfH — �� DIMFNS1pA/ — ^' ' � � ___._ ... _----._ .___ ... � � � ,� �- r r-, i • Mode1 F3 Res 44 & 58 Recessed NSW/F2 , -. -- - __- -------- ; r.�r'ra"ara 1� ' ,.�.. � --� � t._ . -- --- {a�arr,��7 z z�/s�"oin. ' i -..,J (�z.2,,,,,,) _� � �.— --- --� �� .�;;� -�az --__ —_ ��, ru�v co�ca,z uNnc �l; _.__- __.----. ^:. �,4 a t+ ?;GNT A.GA/NS! SPNrNk" -N !�\• � WRI_NCH £iU55 �� i . --i - r/2°jt3m,,,� ��- rss�cn�-c � � A(JJUS7MENf � _....____ __..___.. .._ _._.._._,._..___...... ._.... _ F_7__F2ES_ 58 &_44_H,SVJjF2 F2 escutchear,, ____..__ Fig. 5 --------- 1/2" (13mm)adiustmerit Technical Data: F1 Res 44 HSW & HSW/F2{SIN R3531) --- , __..---- ._ . _ ---------r. Escutcheon, F2, Data: . � � Nominal Max. � Sprinkler Max � � Sprinkler ` Thread ; ; Ambient ! K Face of Fitting , ' Orifice Pressure ; Tem Ratin � i Len th Adjustment ; ' p• 9 9 Type to watl I Size ; . � Temp. a Factor ! Inch mm � Inch(mm) psi(bar) � , , ; Inch mm °F C °F °C � t ) Inch(mm) _. � � _ � � �� , �, N�T , ,,,, I i�:, ss �ao 3� R�iz� l� � �� ' �� 115 ' 'c 4�'(f�;+� . 1. .E�?) � iz{13� . : I � t )_ I � �J 15G bU � fi, Ordinary Temp.Ratiny ' intermediate Temp.Rating Top of Deffector to Minimum 'i Max.Coverage area i Max.Spacing �155°F=168°C� � {t75°Ft79°C) Ft x Ft(m x m) � Ft(m} , Flow Pressure Flow { Pressure CeiHng Spacing i _ GPM(Umin} j PSI(bar) GPM(Vmin} ; PSI{bar) lnch(mrr.) Ft!m) i?x 12 s��x'i6 1?t"��i) �>:?��' ( 7;�, �'�) '>' �t} ��52) , , �... : J`._ � AS ; �� ; --- - . ._ _._. .._ • , : ...... � ... .. � . ... . . � ...._. .3 ..,. i. ��xia�� 3xa,:�� 7�ta,3> i�r�s3�; ioz(o,�i> at5.�o� 1��,��) � , ___. _ _ -- - - - ---- ___ .. � 16x 6(13x4,9? 16�A9} 7�i(60f�? 133(�J92) it�(608) 133(J,9?) 4 ob(r0oto152); 1 ... __ . - --- -.-- __ _. _ _ .. _.---------f �/ (131 re,�essed � 16 x 18(A 9 x 5,5) 10(�9) 18(68 1) 16 A(0 53) tt3(68 1) 16 8(0.�3) using F?escutchaon � �a x ia{5;x s.5> >a(�,�> ��{TZ,o> �s.��,2s> >�(�2,0) i�.�(�,zs> I -------- ______ ----- --- ----_.__--____._ ----.----- --------- i i is�?o(49xs,i) isl�,�) z3(��,7) 2,.a;ias� 2s�� ) 2��(�,a�i � a(24) 1?x 72{3,6 x 3,6) 1?_(3,6) 14(53,0} 10.2(0,71) 14(53,0) 10.2(0,71) 14 x 14(4.3 x 4,3} 14(4.3) 16(60.6} 13.3(0,92} 1Fi(60,6) 13.3(0,92) -- . _ ____._ . ____ _ -- 6!o '•2(t 52[0 3Q5}; 16 x 16(4,9 x A,9) 16(4,9} 17(6C,4) 15.0(1,Q4) 17{64,4) 15.0 r1,04) lz{?3)recessed __ ___ __ _ ____. --.-------- - ---- ..sinc� 2 escutc�eo�; 16 x 18(4�J x 5,:;j 16(1,9} 20(75,7) 20.7(1,43) 20(75,7} 20 7(1,43) � 16 x 20(4,9 x 6,i; � I6(4,9) 23(87,1) 27A(1,89) 23(£57,1 j ?_7 4(1,89) � _ __ � --- - .------ ___ _ . Far Ceiling types refer to NFPA 13, ?3R or 13D - - - -___ _ {Technicai Data: �1 Res 58 HSW& HSWlF2�SIN R3533) _. T _ -___ Escutcheon, F2, Data: __ � _ Nominal � � Max. Sprinkler Face of Fittin Max. Sprinkler � Ad ustment g Thread Orifice ` pressure Tem Ratin Ambient i K Length �ype � to wail G P• 9 inch mm Size inch Psi(bar) --- - ------- _Tem� Factor Inch { } Inch(mm) 0 0 0 0 � _----- . --- _.___..._..._.._.. mm F C F C (mm ------- � ___.� - -- ------- '/a NPT r � 155 6& 100 3c' � _ F?_ '/�(13) � ` �'�' --�R'� (z"(13) 175,i'�) �=5 --- 79 �_ 150 66 ( 5.8(83 6} 2 45(6?_; {4 � 7 7 4> �_----- __. __ __ . _ _. �-- Ordinary Temp.Rating intermediate Temp.Rating � Max.Coverage area Max.Spacing (155°F/68°Cj (175°FtT9°C� Top of Detlector to � Minimum _ _ __ ___. Ceiling � Spacing Ft x Ft(m x m) Ft(m) Flow Pressure Flow { Pressure GPM(Vmin�_ PSI�bar)_ _GPM{Umin) � PSI(bar) Inch(mm) ; Ft(m) -._ _ --__ . _ . ; 12 x 12(3,6 x 3,6) � 12!3 6) 16{�i0,6) ?.6(0,53) 16(6Q,6} � 7 6(J,53) � 14 x 14(4,3 x 4,3} 14(d.3} 18(68,2) 9.7(0,69) lf3(68,2) 9.7(0,69) j _._.� __.�.. �______.__ _ _. -�___. 4 to 6(100 to ib2); I 16 x 16(4,9 x 4,9) 16{4.9) 21 (79,5) 13.2(0,91} 21 (79,5) 13.2(0,91) %,(13)recessed -- -._,___.._. _._ -- -- -- ---- - - -- --_- __ ___ usiny F2 escutcheon 76 x 1E3(4,9 x 5,5) 16(4,9) 25(94,7) 18.6(1,28j 25(94,7) 18.6(1,28) 16 x 2fl(4,9 x 6,1) 16(4,9) 29{109,£3} 25.0;1.73) 29(109,8) 25.0(1,73) h f?,4) ___. _._ _._ ----- ---- __----. _.__w ,_ __._�____... ---- 12 x 12(3 6 x 3.6a 12(3,6) 2?(B:,3) 14 4(1,0} 22(83,3) 14.4(1,0) � __ _ __ - - -- _ _ _ __� ___,� ..__._.._. 1�ix14(t.sx4,3) 14i�3) 22,B33} 1�4(10} 22(830) �1q(1.0) 6t< 12(152to305), � --- ____ , o-.._. . _- -- i {13j recessed � 16 x 16(4,9 x�,9) 16�4,9) 2h{93,4) 20.1 l 1,3y; 26{98,4) 20.i (1,39} usir'tc�F2 escuidteon j 1fi x 1E{4,9 x 5,5) 16{�i,9) 31 {117,4) 28.6(1,97) 31{117,4) 28.6{1,97) i __ ___- _---- --__ -------- ----- - . ,._. _ .._ _.__ _. ___ ____. ___ �nt Ceiling types refer�o NFPA i�, 13R or i3D i � � _ ' Model F1 Res 44 SWC ,y'�, , i, r � � � . b�t�`� `'. i � �'( � t _.t^+�. �� . �, ��j�k��.. �Jt � ( � y� �..�,....�".�y,'.`�ft �,� Yc. .... � ,y* 7 {(; � i ..... .._._. ..... ..._ . . ... ...._. ._._i ....._... ._.... _..._ ..___._--- ....._. _. .._. ��r'.�J;l.fi�il� .__. ' .._ .____ �� ' � X 'Not listed(or corrosion rosistance. <-:a r Irvr.eo-�,n � �ua.:,r,:,., - --� ui.som,�.J� : ,/r i��z.,,ms �_ a�I!r�ff�n� —�+ClSN tJN COVfR FNfN %a�WO:�D;menr�on TUHN!O A0.++J5�Vftl�C ?�CHI hUINSr W/��1. r x T rs,-.•- ] � I � , .""'_ "._� 1 � _-. . _._ ""' 4 . , N:.r;n � � t ; + Yai �/e i 5� •• � . ...__.1. � �5/� /s8� �}� -b � - � + .r s/re� � i665B ,� D (H� rJ � �n � � � � ' '• ' e�a i `".-,_,„.— � .... -: . � s- i V4 C O AR() ' — �--'—"—"' tC FG NSI H(N•[N � NRENC 3�55. ` i"� .. -�., 1 21/S1' � ;e).�))mrnf i�,up�� .....-I/2"(!p�Oinmf Adjwtment F1 RES_.44 SWC ------__ _ _ ---- ___ –--- _ _ –-- Fig. 6 Technical Qafa:FiRes 44 SWC_(SIN R3531} __ __ . _ , Nominal llAax. Cover Max. { � Sprinkler ( Thread � Temp. Ambient E K , i Orifice Pressure � � Length Size . i Rating Temp. Factor � Inch(mm) psi(bar) i °F °C °F °� 1 �nch(mm}� _ _--- _ -- --- ---- .______— �` NP� °JB (10) 175{12} � 13b 57 100 38 4 4(63} 245(62) _ tR'h� -- _ __ . -- --- __-- � —__: — --_. __ � Ordinary Temp.Rating i ( + I Top of Deflector to Minimum Max Coverage area Max.Spacing (155°F/68°C) � � � • __ I- -_.� Ceiling � Spacing Ft x Ft{m x m) Ft(m) Flow Pressure �nch(mm) � Ft(m) GPM�Umin) I PSI(bar� i '' , _ ------- ___ ____. _ . _ � 12 x i2{3,6 x 3,6) � 12(3,G} 13(49,2) 8.7(C.F�O> ; � � 1a x �a(a,3 x 4,$) 7a{a,a) ia{53,0� �oz to,7�) __ ----- 4 ro G(100 to 152}. 16 x 16(4,9 x 4,9} 16{4,9) 1?{64,3} 15 0(1,1} ;�,(131�ecessed __ ------ ------ _ .._� _— _ _ --- ising r2�SCU'cheo� � 16 x 18(4,9 x 5,5} 16(4,9} 19(71,8) 18 7(1,13) � __ . _-- —. _ _ __ _-- —, ._ � 16 x 20(4,9 x 6 1) 16{4,3) �3(87,') � 27 4 t1,89) g(�.4) � __ -- __ — _ _. . 12x12(3,6x36} 1�(3,ti) �4tbz,£}} � 102�G11) � _ _— --- _.__- --- __ �.__ __._ � 14 x 14(4 3 x�1,3) 14(4.3) ��5�5Ci,7} � 11 7(O.E3'I j � 6 to i�(�5r to 3C�5?, � ------- _._ _--- __ -- � Y,;1 3�recus5e�c� � 16 x 1h(4.J x 1,�) 16(4,9j ��8(68.:! � 16 8!1.1G; ' �� ,ing F�e�culchenn ( � .____ _ __ ; —_ .. ) �_ o"/t t 43; � � I �sx �a{a,9x�5) t�t�,'�' _ _ Gt�5-�-- � _ . _ _ � For Ceiling types ref�r to NFPn 13, 13R or 13D f3 Technical Data: F1 Res 58 HSWX (SIN RA3533) � Thread . Nominal iI Max. S,n�rinkler� i A ement Factor � Sprinkler Sprinkler Orifice ' Pressure , Tem Ratin ! Length Identification Size ; �nch(mm) I psi(bar) � , ' , p, ' � Inch(mm} Number(SIN} ; , F C_ F C , � � � � , 'v f'('T { � 1 ,�, � '�5 68 �00 �8 � -� y � � 2� �r,; ; '• Bulb � i �, �..� 4 � � �r' ,>, , ..� „� ., i8. �,} �r=�,,, . _. � � I �i�%.... � �.... 3 �1.. - `9 '� ! V j i ' ii � Ordinary Temp.Ratmg j Intermediate Temp.Rating Top of Deflector to � Minimum ; Max.Coverage area � Max.Spacing �155°FI68'CZ � (175°FfT9°C} , Ceiling � Spacing ' Ft x Ft(m x m) Ft(m) Flow � Pressure � Flow � Pressure ; i j � GPM(Umin) � _ P51{bar�j �nch(mm) � Ft(m) , � . . _.-- _ � _ ; 18x2()(S�x6:1j 1£3(55j GPM(�1min) PS; laf)) � 30(174; i _ut�`1,8�.} } I _— ----- — .�__.__._ __... ... y .._ '— -_._. . . . .. j _ i V 20 x 20(6,1 x 6,1) 20(6,1) 30{114) z6.S{1.85) 30(114) 2E.8(1,85) ' . ____.- ---__.__ . -------- ._--- - ---______ _ _ _. � i�s t�co,o ;::2): iE x 22(4_9 x 7,3) 16(4,9) 33(1251 31.4(2,23) 33(125) 32.4(2,23} yz{�3)recessed __------ - . --- -- ---- --- _. .__ _ using F?�scutchr,cn 16 x 24(4,9 x?,3) 16(4,9) 38(144) 42.9{2,J6) 38(144) 42.9(2.96} 14 x 2G(4,3 x 7,�) 14(4,3) 42(16�) 52.A(3,75) � 42(16C?j 52 4(3,75} B(2,a; 1�x?0!S.5xC�.1) 18(5,51 35(733) 36.4(2,5) 35(133) 3E4(2.5) — _ __ _ — --- ---- -- _ _�( ;4 q x Ci 7) 1Er(4,�j 38(144} 42.9(2�b} 38(144} 4�y r2 gh) ( 6 Io 12;i 5�to 305); 16 x 22 _ . — ----_ _ _ _..,._ _ _. ----- -- - --! Yz( '3)'eCr Ssed 1 o x 24�4 9 x; 3? - �_ 16{4 9,'- 4?(160) 52.4{3 Ei)-- 42{160)-- —S�4 t3.6)- usfr�F��scutcheon 1 d x 26{4,3 x 7,9) � 14(�#,t} 46{t/4} 62.9(�.34) 4b(i r h} 62 9(4.34) --- ---__ ._l__---- —�______._..._--- — — -- _1— For Ceiling(ypes r�fer lo NFPA 13,13R or 13D • Model Fi Res 58 HSWX(Buib) _ ___ ___ .7 ; s r,ac�aF Frmh�c ro _ i YJALt OlMENSl6rv 1 11�16"MIN. � � (31.8mm� ,f ,�p^�-y - ...2 t/d"HO:.E ✓IA . �_.t�g• 'il" f' .� t (57.2n�m1 � ( � CEtLfNC 70 ',� ; (,72mm OEFLECrCR � ��° 7°X !/2'�REDUGER—�---j DIMENS((JN � /// �� f� � ._____._,_.,._ � ,—_ � .. I , ..,____......_.__. ,�_W,�,� ..�..� ( 7 15/!E"D1L I � � �� (4 o.2m:r>1 � �—�"'_._... _ __ 7 27/32'"DIA. � ._ .., �` i . (722mmJ � .� ...... � , �_ � . _. .__ ..... __.� _ =L . __ . ... ... _''....i`'�1 ?JRN CCLLAN JN7f( k.�L ..__ __....___._. ��. ' • Model KRes58 HSWX{Link) rrc,vt -0ca�<vsr saRNxtcR ;.; WiYENCH F30SS�. � � —•�4 — t/2"'[73mnrJ .. r15FC,oa ADJUSTMENr , F1 RES 58 HSWX � -- ----.__ _._.___ _ w F-ig. 7 ' ''' , � t r ! . ;`�. � £' . �,,�°'�' � »� ,�,, .,.M.._� .� �..' � .�J J n,.s._ � t � � 9. Technical Data: KRes58 HSWX {RA3593) � ' Max. ' Thread , Nominal ' Max. ; qmbient K Sprinkler Sprinkier Size Orifice , Rressure Temp. Factor i �ength identification , Inch(mm) ; psi(bar) ( „F ' ,� ; Inch{mm) ; Number{SIN) < � � ( , . Link � �' �'�1 ,� ' �8 ,8{83.0` ?a5(62t i�N.,,>g< �r- � ��, , ,, � � � �� i � l � � � ((-Zl�} � �`j` � �� "� , , , ;_ : C _ _ __ _ _ _ Ordinary Temp.Rating Top of Deflector to Minimum '; ; Max.Coverage area ; Max.Spacing (165°Fl74°C) Ft x Ft(m x m} : Ft(m) Flow ' Pressure Ceiling Spacing � Inch(mm) Ft(m) � � ' � GPM Umin PSI(bar) � { � __.�__, ___ . 18x20(5Sx6t) l;tr�5; 29(109) 2�%t.?2.) � __---- __.. , ___ _ _ __., _-___ _ : I ?.Ox20(6,txo.1} 20(6,ii 30(114} 26.8{1,ti5) _------. �_.._---- --..__ _ _ __._- ---------- 4 l0 6(100 to 152); 16 x 22(4,9 x 7,3) 16(4,9) 33{125} 324(2,'L3} �/1 I13)recessed ---_ . _-------------_ __ . _ __-- ------ -------______ ' using f=2 escutcheon 16 x 24(4,9 x 7,3} 16(�9) 38(144) 42.9(2,�H) 14 x 26(4,3 x 7,9) 14(4,3} 42(160) 5�2.4(3,7�} �II(2,4) _. - -----. _-----__ __._. _- ___ I 18 x 20(5,5 x 6,1} 18(5,5) 3:i(133) 36 d(2,5) ��X 2z(�,�x s,�> >s(a�� sa(7a�) n2.s�2,nE} r;�o �2;is2 ao 3o5i�, I __ _ -__._ _ _____-- !; {;3;Re:essed I 16 x 24(4,9 x 7 3} 16(�9; 42 t f,0) ,,�4{��,) us�n��i Ascutr,facon 14 x 2c.(4,3 x 7 9} lrl(n,3) 4�i{t T4} G2 9{•9,34) � For Ceiling types rafer to NFPA 13, 13R or 13D Maintenance Model Fi Res 30, 49, F1 Res 5£3, F1 Res 76 and F1 Res t�r seal assemb(y shall consist of a Teflor,' coated Bel- i 44 Sprink(ers should be inspected and the sprinkler sys- leville spring washer with top loaded extruded or cold tem maintained in accordance with NFPA 25, 13, 13D, head cup with 3 mm glass bulb containing no plas•*.ic and 13R. Do not clean sprinkler with saap and water, Am- parts, and having a temperature rating of [155°F (68°C)] monia or any other cleaning fluids, Remove dust by using [175°F (79°C)]. Sprinklers shai! have � nominal K-factor a soft brush or gent{e vacuuming. Remove any sprinl<I�r of 3,0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome- which has been painted (other than faciory applied) or p�ated] [White Polyester) [Speciai finish- specify]. Resi- damaged in any way A stock of sp2re spriNtfers shauld dential pendent sprinklers shall be Reliabie Modei F1 Res be maintained to allow quick repiacement of damaged or 30, 49 & 58, S!N R351 i, R3516& R3513(Bullet�r 135). aperated sprinklers. Prior to installation, sprinklers should Moctel F1 Res 49 & 58 Recessed Pendent/F1, remain in the original cartons and packaging until used. MOdel Fi Res 30, 49 & 58 Recessed Pendent/ This will minimize ihe potential for damage to sprinklers F2, Model F1 Res 30, 49 & 58 Recessed Ren- that could cause improper op�ratic�n ar non-operation. �EttUFP Mode( F1 Res 30, 49 & 58 Pendent Sprinklers shall be [cULus Listed] [New York City MEA Sprinkler Specifications Approved (258-93-E)] fow f{ow residential recessed pen- Sprinklers shall be [�ULus i_isted] �New York Ciiy MEA dent sprinklers engirieered ta provide a minimum design Approved �258-93-E}j a��,� flow r�sidentiai �cndeni sprir�- density of 0.05 gpmlit� over the list�d coverage area. kiers engineered to provide a min�mum design density of Listed flows as specified �y tf�e rr�anufacturer's technical 0.05 gpmlit2 over the liste�i coverage area. Listed flows data s}ieets are to be used. ftesidential sprinklers shall as specified by the manufacturer's technical d;�ta sheets �� installed in conformanc� with ihe manufacturers in- are Co be used. Hesicienti��l sprinklers sri�11 be installed 5t�llation guidelines and the applicable insCallation stan- in conformance with the rnanufacturer's inst<�Ilation guide- �ard. DeflPCCor-to-ceiling distanes listii�g shall be 1"to 8" lines and the appiicable ir�stallation standard. Deflector- maximum, only for F1Res 49 Sprinkler fram� z�id dr;flec- to-ceiiing �isfance listing shall be 1" to 8" maximurn, oniy tor shail be of bronze fr�me construckion having a %�" NPT for F1Res 49. Sprinkler frame and deflector sh•all be of thread Water seal assembly shall consisi o? a Teflon` ', bronze trame constructian Piaving a Yz" NPl- Chread '�Na- coated Bel;ev_iEle sprinq washer witr� top-loaded extruded � 'L1uPo�t Registered TradFinark li?. or cafd head cup wifh 3 mm glass bulb contair�inc� no levilfe spring wast�ier wl(h !c�p-loaded extrud�;d or cold plastie parts, and l�aving a temperature rating c�f [155°F head cup with 3 mm glass bulb cc�ntaining no plastie (Eg°r;); �17�°{= l;l<a°C;11. �prinklers sf�all h�•��; a norni- parts, �and having a tem�erature r�ting of {15.5°F (68°(�1J nai K-factor or 3.0, 4 9 & 5.8. Stanciard finish: [BronzeJ [175°t {79°C}]. The solder elernent (Linl<} version, fhe [�hrome-plateci] [While Poi�ester] [SF�ecial finish- sp�c- water seai cons�st of a c�p with a ;�ellville s�ring wastier ify�.�� Reeessed escutcheon assembly shall be a ste,Pl, and � (�rnperature raiing of 165°� (74°C) Tha recessed __ Lwo-piece esculcheon twith '/" adjustment (Modei f=2)] assembly forthe F�SWX (E�ulb � l inf<) sr�ould be a steel [with 3/4" adjustment (Model F1)] [of push-on and thre��d two pieces escutctieor with 1/2" adjusfinent (Model F2) �off design v�aith Y�" adjustment !Model FP}�. Standard iin- st�nd�rd finisn should be Br�ight Ghrome�nd white pairif- isn shall be (brass][bright chrornej [white painted]. Resi- ed. The F1 Res �8 tiSVV is also available with low lead dential recessed pendent sprinkl�rs shall he Reliable frane. F1 Res 58 HSW and HSWX sprinklers shall have a [Model F1 Res 30,49&58 Recessed Pendent/f=?] (Model nominal K Factcr af 5.8 and F1 Res ��a nominal K factor F1 Res 30,49&58 Recessed Pendent/F2] [fvlod�;l F1 Res of 4.4. Standard finish: [t3ronze] [Cnrome-plated] [White 30, 49 & 58 Recessed Pendent/f=P] SiN R3511, R351G& Pofyester] [Speeia( Finish-specify]. Residential horizontal F��513(E3ulletin 135}. sidewall sprinklers shall be f�eliable Modei F1 Res 44, F1 Model F1 Res 30, 49 & 58 CCP Pendent(Con- �es 58, F7 f�es 58 HSWX & Modei KRes58 �SWX, Si�i cealed) F�3531, RA3.533� RA3593(Bu(letin 137). SPrink(ers shall be [cULus Listed] [New York City MEA �Od01 F1 ReS 44 ReGessed Approved (25&93-E)] low flow residential cQncealed HOt'iZOtlta[ Sidewall S�31'IC1kIeC sprinklers er�gi�eered to provide a minimum design den- ��? ��°srription for tk�e Mo�1e� F1 Res 44 horizor�fal sid�- sity of 0.05 g��m/ft�flver the listed coverage area. Listed �� sprinkler with the following modiflcations_ Replace flows �s specified by the manufacturer's technical d�1a "horizonial sidewafl sprinkler" lvith °recessed horizontal sheets are ta be used. Residential sprinl<'ers shall be in- sprinkler." Add: R�cessed escutcheon assembly shail be stal;ed in conformance with The manufacturer's installa- a steel, [wo-p�ece escutcheon wi�h Yz"adjustment(Model tion guidelines and the app;icable installation standard. F-�) Standard firiish shall be[Lrass][bright chrome] [vvhite Sprinkler frame and deflector shall be of bronze frame PaintedJ [Special finisii- specify]. Residcntiai recessed construction having a 'h" NPT [hread. Water seal as- horizontai sidewali sprink{ers sftiall be Reliable Model F1 � sembly shall consist of a Te#lon" coated Belleville spring Res 44/F2, SIN R3531 (BuNetin 135j. washer with top-loaded extruded or cold head cup with 3 Model F1 Res 76 Pendent mm glass bulb containing no plastic parts, and having a Sprinklers shall be [cU�us Listed] low flow residential temperature rating of 155°F (68°C). Cover plate assern- pendenl sprinklers engineered ro provide a minirnum bly shall consisi of a brass cover plate and capper alloy design density of O.d5 gpmlftz over fhe listed coverage retainer flange. Method of attaching the cover plate to the area. Listed ffows as specified by the manufacturer's sprinkler cup sha(I be a push-on and thread-oif design technical data sheets are ta be used. Residential sprin- allowing a Y" cover plate adjustment. Cover plate tem- kiers shall be installed ir� conformance with the manufac- perature rating shall be 135°F (57°C). A plastic protec- turer's instaliation guidelines and the applicabie installa- tive cap shall be provided and factory installed inside tf�e ticn standard. Sprinkler frame and deflector shal! be of sprinkler cup to protect tf7e sprinkler from damage, which bronze frame construction haviny a 3/a" NPT thread. Wa- cauld occur during construction before the cover plate ter seai asse�T�bly shall consist of a Te#lon* coated [3e[- ( is instailed. Standard cover plate finish: [White] [Custom {eville spring washer with machined or cold head cup with Color- specify]. ]. Concealed pencfent sprinkiers shail 3 mm glass bulb coniaining no plastic parts, and having be Reliable Model F1 Res 30, 49 & 58 CCP, SIN R3511, a te�7�perature rating of [155°F (68°C)] [175°F (79°C)]. R3516& R3513{Bulletin 135). Sprinklers shall have a norninal K-factor of 7.6. Standard Madel Ft Res 44, Fi ReS 5$ HOI'iZOntal S'ide- finish [Bronze] [Chrome-platcd] EWhite Poiyeste�) [Spe wall, F1 Res 58 HSWX & KRes58 HSWX Resi- cial tinish- specify]. Residential pendent spnnklers shall dential Sprinkler Specifications be Reliable Model F1 Fies 76,SIN R7618(Bulletin 135}. Sprinklers shall be [cULus Listed] low flow residential horizonta; sic�ew�H s�rinkfers engine�red to provide a r�inimum design density of 0.05 gpm/ftz over the listed coverage are;a. Listed flows as specified by the manu- facturer's technica! data sheets are to be used. Re.siden- t;al sprinklers sh�ll be ins�alled in conforrTiance witr� the manufacturer's insta;faiion guidelines and the applicable installation stanciarci. Sprinkler frame ar,d deflc;cYor shall be o( bronze fran:e construction having a '/z" NPT thread. � Water seaf assembly shall consist of a Te(lan'co�:�ted(3el- `�uF'onl Regislered Traciemark 11, Mode! F9 Res 76 Recessed PendentJF1, Mode) F1 Res 7fi Recessed Pendetlt/F2, e ter�perature rating ot 155°F(63°C; Covc:r�late ass�rr� � h'� Sh;;�� .;OtISISf Of 3 �'3SS COVPr nlc'P ;3!lCi Cn�nr�r :alln�� Nlodel F1 Res 76 Recessed PendetibFP � �� .E-�-�� Sprinkiers shali be [cUi_us Listed; low flow rE�sidentiai ��tainer flange. Meihc�d of att�ching tr��e cover plate to the recessed pendent sprinklers engineered to provide a sprinkier r�:p shall be a �ush-on an<1 tt;rea�4-off desic�n minimum design density of 0.�5 gpmift� over the listed ailcwing a ;�z° cover plate adjusir��ent C;over plate tem- ceverage area. Listed flows as specified by the manu- P�rature rating shall be 135°F (57°C) ,'� plastic protec- facturer's technical data shee;s are to be used. Residen- tive cap snail be provided and factery installed inside tne [ial sprinklers shal! be installed in conformance with the sprinkler cup to protect the sprinkier from dan�iage,whiuh manufacturer's installation guidelines and the applicable �ouid occur during construction hefore the cover plate installation standard. Spr�nkler fr�me and deflector shall �s installed. Standard cover piate finish: [Whiief (Custom be of bronze frame consiruction having a 3/" NPT thread �olor- specify?. �. Concealed pendent sprinkiers s'��afi be ( Watcr seal assembiy sha(I consist of a Teflor7" coated 8el- �eliable Model {�1 Res 76 CCP, SIN F�761�i((3ulletin 135;. leville spring washer with machined or cold head cup with Finishes t'� 3 mm glass bulb containir�g no plastic parts, a�d hav- Standard Finishes ing a temperaiure rating ot [155°F(68°C)] f 175°F{79°C)]. - - Sprinklers shall have a nominal K-factar of 7.6. Standard Spr�nkler f Ft,F2,FP Cover Plates finish: Qronze Chrome- lated' White Pol ester S e- -- --- _ _____ ; Escutcheons � � � P � � Y ) � p I cial finish- sperify]. Recessed escutcheon assembly B�or,ze � ��r::>> �� o��:�t,;c�j � shall be a steel, two-piece escutcheon [with '/z" adjust- cnrorne�iaied �ngr,i Cnro�~�e F��a=�d �Cnrome ment (Model F?_)J [with 3i�" adjusiment (Model F1)] [of �n�te and Biack � 't�%n�i�PU�nted �olyester�"Ccated � oush-on and thread off design with '/z" adjustment (Mod- ___ __. -__ -) ei FP}]. Stanc�ard finish shall be [brass][bright Chrome] Specia(Apptication Finishes � �wh�te paintec�J. Residential recessed pendent sprinklers ; � Sprinkler � F1,F2,FP shall be Re(iable [Model F1 Fies 76 Recessed Pendent/ � Escutcheons Ft] [Model F1 R�s 76 Recessed PendenilF2] (Model F1 ��ectroiess Nick��?��FF�Ter�on�>�� E�ec�ro�ess Nickel P�rFF(letion�') Res 76 Recessed Pendent/Ff')SIN R7618(Bulletin 135). pr�y7t erass arignt Brass Modet F1 Res 76 GCP Pendent (Concealed) Bfack Plared a��k P�a,e� Black Faint Biack Paint Sprinklers shall be [cUl_us ListedJ iow flow residentia( orf white arr tNn�re concealed sprink(ers engineered io provide a minimum cnrome Dui! Chreme Dull ----- -----__—__------ design density of 0,05 gpmlftz over the listed Coverage t"Cther finishes and colors are available on special order. area. Listed flows as specified by the manufacturer's Consuit tactory for deta�is I technical data sheets are ta be used. Residential sprin- `21 cu�us iisced corros�on Resistanc Note: Paint or any othar coating applied over tne factor✓finish�vill void klers shall be installed in conformance with the manufac- ai�a�prcvais and warran�ies. turer's ins±aliation guidelines and the applicable instaila- �rdering information tion standard. Sprinkler frame and deflector shall be af bronze frame construction having a 3�4" NPT thread. Wa- Speciiy: ter seal ass�mbly shall consist of a Teflon' coated Bel- i� Sprinkler Model leville spring washer with machined or cold head cup with 2. Sprinkler Type 3 mm glass bulb containing no plastic parts, and havic�g 3. Temperature Rating 4. Sprinkler Finish 5. Esc�Echeon Finish 6. Gover Plate Finish ; 'DuPont Regis�ered Tr�demark _ _--- _ --- __ _- ---_. _-- — � _____ _ __.� _._.__ --- __._ . The�quipment pi:;:sa ito i u��t u:,builetin is to be+rstal!ed ir�aceordance with Che latesl pub.ished St<ind.i.�is�t!hF,Nationd,!-ire P_�t�ct:un Rss�ciation,F�etury Mutuai Wesearc��Ccrporatinn or other sirniiar organizatioras and also vith tt?e,�rovisians a(qoverrm�rit��co�1�s t�r or�inances wh2nevar appiieable. P.�oduct;ma ul.aci�.ir,!<3��,�s•ub�.,led b 1`3��Iiab�;I,,ave bc��,n protecting life�tna p�eperly for over 3C3 Jaar�, rd ar��;r,a le�:�=�r��j ,. . .e�'r y,��;m;,,r.hiyhly ,�,,.d�:1<,r f�atr,,I �,�-�,i I � �.��:�.�c.. ,!�„_.at�a Uu��gP�>,�t!he+,u�FCf>�vt,. „�r�,,iu ar d ic e,r,n,:qur� .es _. ---_. ____ __ _—__ __. _ ._ _ _ Uanufact�ued by The Reliabie Automatic Sprinkler Co., lnc. � I?E,�:lea �� (800)431 1588 Sales 09�ces � �`-� (i300}84£3-60�1 Sale::Fax � i ;��, , .,�,:�a> , ��aaia (914)829-2042 Corparate OfYic�s www.reliabiesp�inhler_com Intemet Address ��t, pr,r i��;n it s ,»>?� `��99.� �7:�3'� B.�Ile;in 01E R��U Model DH56 HSW �° � C� Model DH56 HSW Recessed `� Model DH56 HSW Concealed , rt; Quick Response, .r G Extended Coverage Dry Sprinklers � ,_ .. __ _ _- __ For coverages up to 28 feet wide and i � 10 feet long�'>. 250 psi {17,2 bar) rated. ! Features: � 1. Coverage for long and narrow spaces such as hallways, ;' corridors, decks and rooms up to 28 feet wide and 10 �„ �� feet long.�'} 2. Ceflector to ceiling dimensions are: — ---- -- ---- 4"(102mm)min,to 12"(3Q5mm)max. DH56 HSW(See Fig.4) -----_ ..__.-------------_._._ 3. Minimum spacing between sprinklers 16 feet(4.9m).+'> 4. Polyester Coated or Electroless Nickei PTFE (Teflon`�)� Piated Corrosion Fiesistant Sprinklers. `�� "Concealed Sp�inkler and the FP recessed are not corrosion resistance. � 5. U�Listed for extended coverage,light nazard applicaticns. �,: � ,, 6. 5.6 K Factor. ,� ,r � 7. Sprinkler is approved for �`� 250 psi(17,2.bar)applications. ' DH56 HSWJHB(See r�g.5} 8. �uick respons� perform�nce. __. 9, Yz"{13mm)adjustmer�t of escutcheon and cover. 10.Concealed cover piate can prevent the sprinkler from osing ^�- used for unintended purposes.No exposed ihermal element � with the concealed version. ° � 11.Push-on,`thread�ff sturdy convenient escutchean for recessed ; ;�,�' �� and eover for coneealed. � � ��, ; 12.Factory assembled sprinkler&cup,shipped complete w�th °" bulb protector for concealed and FP recessec versions. .___�_ ----- 13.Sprinkler& cup assembly ar.d escutcheon or cover are DN56 HSW FP Fiecessed(See Fig.6) separateiy packaged. _ 14.Available in a variety of plated and painted finishes � �'� See Fig. 9. Approval Organizations 1. Listed by Underwriters Laboratories Inc. ar.d . U�certified for CanUda(cULus) 2. NYC MEA 258-93-E � �� DH56 HSW Concealed U�St a�ent No. 7,841,418 with SWC coverplate(See Fig.7) Ocher Patents Pending The SWC cever plate and FP recessed escutcheons have 'h_" ad;ustment. The SWC cover plate is attached with t35 Products Description & 165 degree solder. In the event of a fire the rising�mb�enc The f�1odel DH56 are quick response extended cover- temperature melts ihe solder and the cover plate is e;ected age sidewall ary sprinklers for use in light hazard appiica- away by springs exposing the 3mm frangible glass bulb. tions. The Model DH56 dry sprinkler with SVvC cover plate The use of�3mm bulk�a'�.1ows quick response which enables is a cenceai2d sprinkler that uses Reliable's pusn on(thread the sprinkier to appiy water to a fire sconer ihan standard off sidewall covec This sprinkler has the cup factory mounted response sprink'ers of the same temperature rating. and is shipped with a bulb protector Chat protects khe 3mm Model DH56 dry sprir.klers are intenced for use m c;ry frangible glass bulb during shipp ng and post installation fir- and preaction systems to protect areas subjectec to Freez- � ishing eperations. The DH56 can be combined in the field ing temperatures and unheated portians inside and outside with the FP Escutcheon to make a recessed dry sprinkler. buildings. See Fig. � tor guidelines on usir�g dry sprinklers in � 'DuPont Registered Trademark W81 SvStBf"1S. The Retiable Automatic Sprinkler Co., Inc., 103 Fairview Park Dr''ve, Elmsford, New York 10523 Environments uvherein dry spnnklers are employed can DH56 HSW Recessed with FP Escutcheon be corrosive. For this reason, Model DH56 dry sprinkiers To insta!,the DH56 HSW dry sprinkler�rriti��?he FP cscu,ch- ha>>�e a specia! Vrax fi1 er pl�r_.P�! in t.he gap between ihe eon as a recessed spnnkler cut a 2jla" diameter hale in tne cup that supports the buib and the wrencn rg boss. This wall as sho�vn in Fig. 6. Tempo�arily remove the plastic pro- wax will not interfere with the eperation of the sprinkl�r,and tective cap, and then use±he Model XL02��vrench(see Fig. 't pr2vents contaminants from entering ihe internal portion 2j to tighten the sprinkler until it is secured ir the sprinkler ��`the drop nipple. The wax must rot be removed. fitting. Note: The fv1odel XL02 wrench has a notch in i? to accoi�modate the deflect�r top This wrench can oniy be Application inserted one way. Care must be taken net te dariage the The Model DH56 is a honzontal sidewall dry sprinkier deflector dur'�ng tightening Apply a Teflont based seal- interded for installatian in light hazar� occupancies in ao- ant to :he sprinkler threads before installing in ;he sprin- cordance tivith NFPA 13. These s�rinklers are desigred to kler. Wrerch only cn the square ooss. DC NOT WRENCH provide fire protection �n iong anci narrow saaces such as ON ANY OTHER PART OF THE SPRINKLEP,. It is recom- hallways, corridors, decks and rooms up to 28 feet(8,5m) mended that the sprinkier be protec*ed during p�astering wide and 10 teet(3m)long. Tney are ratea for 250 ps:(17,2 and painiing operations by reinstal!ing th�p'astic pratec'.ive bar) and can be mounted between 4 and 12 inches (1Q2 ��p. Installation is compietea by remcving the protective and 305mm)down trom the ceii`ng. cap and inserting the push-an escutcheon. Turn c'ock�vise General Instaliatian Instructions �o aajust the escutcheon agairst the wa�i. Modei DH56 dry sprinSc'iers must be installed only in stan- DH56 HSW Concealed with SWC Cover Piate dard tANSI B 16.3 ciass 150 and ANSI B 16.4 class 125) To ins±all the DH56 HSW dry sprinkier wir.h the SWC pipe*.ees in the horizontal position,ever at branch'ine ends coverplate as a concealed sprinkler, cut a 2'/�" diame- They should not be instalied into elbows or pipe couplings ter hole into the wail as showrn in Fig. 7 Tempararily re- located on drop nippies to the sprinkiers. For these and move the plastic protec:ive cap, and then use the Model othe� fittings inc'uding CPVC, tne dry sprinkler should be XL02 wrench (s2e Fig. 2) ta tighten the spnnkler urtil it installed irto a fitting to allo�v protrusion into Ihe fitting in ac is secured in the sprinkler fitting. Note: The Model XL02 cordar7ce with the dia��ams, The"A" dimensicn of,he Gry wrer�ch has a notc+� �n it to accomrrodate ti,�e def{E;,tor s�rinkler, which extends inta a freezing zone from wet p pe top.This wrench can only be inserted one way.Care must systems, should be selected to provide, as a minimum, rhe be :aken not to damage tr�e deflector during tightening. specified lengths in inches shown in Fig. 1. Appiy a Teflon'based sealant to the spnnkie�threads be- Caution: fore installing in the sprinkier. UVrench oniy on the square Ga rot install Model DH56 HSW Dry sp�inklers into CPVC boss. DO NOT WFiENCH ON ANY OT�ER PART�F THE adapter fittings or tees that nave an internal ebstructian SPRINKLER. It is recommended that the sprinkler be This will damage the sprinkler and/or rhe fi�ting. Refer�to protected during plastering and painting aperations by Fig. 8 reinstalling the plastic protective cap. Installation is com- DH56 HSW pleted by removing the protective cap and inserting the coverpiate. CoverFlate assemblies provide Y�" (13mm} To Install the DH56 H5W dry sprinkler cut a 2'ie" di3meter flf adjustment. Final adjustment is made by turning the hole ir the wall as shewn n Fig.4 Use the Model F3 instal- coverplate clockwise untal ihe skirt flange makes full cori- lation wrerch (see Fig. 3) te tigh[en the sprinkler uniil it is tact with the wall surface Cover removal reauires turr.ing secured in the sprinkler fitting. App!y a Teflon* based seal- in±he counter-cioc�wise direc±ion. ant to the sprinkler threacs befcre instailing in the sprinkier. Concealed coverplate assembiies are listed oNy fcr Wrench only on the squa�e boss. DO N�T WRENCH ON �,se with specific sprinklers. The use of any other cor- ANY OTHER PART OF TNE SPR WKLER.Instailation is eom- cealed wali sprinkler or the use of the SVVC coverpiate pleted by removing the orange glass bulb-protector and as- on any sprin�der with wh+ch it is not spec!f�caUy ��sted �Nill sembling the s(ip-on escu�cheor to the sprinkler's can void all guarant2es, war•anties, listings and appravals DH56 HSWIHB Note: DH56 and DH56 Recessed Sprinkle!s have or- To i��stall the DH56 HSW1H8 dry sprinkler cut a 2Y2"diam ange bu�b protectars �o minimize butb damage during eter I��ole in the wail as snown in Fig. 5, Use the Model F3 �ripp�ng, handling, and instaNa*.�ar. REMOVE THIS PR� installation wrench (see Fig. 3)to tighten the sprinkler until TcCTION AT THE i IME THE SPRINKLER SYSTEM IS it is secured in the spr�nkler fitting. apply a Teflon` based PLACED IN SERVICE FOR FIR� PROTECT'CN. Remov- sealant to the sprinkler threads before installing ir the sprin- al of ihe protectors befare this ?ime may leave the bulb , vulnerable t� damage. RASC� wrenches are designed kler VVrench only on the square boss. DO NOT JVRENCH rQ install sprinl<fers when covers are in lace REMOVE ON ANY OTHER PARl OF rHE SPRiNKLER. installat'or is PROTECTORS BY UNDOING THE C�ASP BY HANO DO r,ompleted by removing the orange glass bulb-protector NOT USE T�OLS TQ REMOVE THE P�O�`ECTORS. and assembling tne slip-on escutchean to the sprinkler's can "DuPont R�gistered Trademark 2, � RF(`OMMENDED MINIMU6'�XPOSED BARR L LENCTH BAGED QN AMBIENT TEMPER/+TURE IN THE PR07ECTED AREA (STANDARD DH56 HSW DRY SPRINKLER SHOWN) o�osm e�n� Mi&FNT MIBIINi'EIAPEM.NRE TFJIPERANRE OF PROTECIED AO'f�'C SQF 10C 7QF 16C ARF,M AT 1HE �MIWIq1M 9WNd I.E]iQM�'� pr��µ�p {I'+�Cf dF 1FE TO i0P OF CEkJNO) IN. YY iN. MM IN. NAIZ_ 10f(�'C) 0 0 0 J(1'F(-�'�) O 0 0 2lTF(-TC) 4(701) 0 0 .�, iaF(-�rc) a(soa) � (u.�) o at�r�si� UF{-iSCJ 12(]W) 3(76) 0 NININUI �E EXPUSED� I -10'F(-1SC) 14(3�6) i f101) I (26.1) BARREL � -zvF(-zve) �+(ase) o tiaz3 a(is) �ewcni escure+cm, -3vF(-�•c) ro(�ae) a(soa) 4(im) '' -avv(-�o�c) �e(�a�) e(zw) �(io�) <HCarca aa�a _sur�-�cc) xa(aoe) �o(aa+y e C�ax) a+ I -evF(-arc) 20(acia} �o(sa43 e(�o2J (Q b r� -- t •iHE PROTECIED MFA REFERS TO THE M61 BELOW THE CEIIJNC. '"�� ' ' '_."_'_'_'_.'_ °____' '° 7' THE MI8IEHT TE►IPEFANRE IS 7F�lEUP6UNRE AT iHE OiSCHAROE 1 � END OF 1HE SPRINNt£R. `. {. Fpq pqpTECfED ME1 TELPEA.�\1URF5 1}NT OCCUR BEIMgT1 TIIE VALU6 � PEA 115fED,USE 1HE NIXT COOIEA TE1IPERATURE �+THE 41N.REWIRW B�itf�L lQNiiH IS NOT THE 5�lIE AS THE'A'oINE?lSION. NrE7 NOIE:IXPOSED NWIMUlI 6WREl lOW'1FIS ARE INCIUSN£UP TO 70MPX P�VC WIND��ElACi116 IN TME PROTECfID MFA �PROTECiED AREa) \ INSTALL 1 INGI NPT TV�DEO END OF DRf PENOENT SPRINNLEJt INfO TME 1 INCH NPf SIDE OUfLET OF A MNJFi�BLE IRON TEE Flif1NG Pkli lJISI B iB.S(CIASS 150) �W� oR c�sr x�or+n�aenotv��rmr+c PE7t tH5 18.4(CLASS 12S)ONLV. INSULATFD FRFS_ZZER OR COpLF7t SINUC7URE If NIMIOITY PMD TEIPERATURE OIFFERENTI�L ��fRAM�NC CAUSES CWIDENSATION aN it1E ExPOSED ORY SPRINKLER,CONS7DER VRAPPIIN'i�HE EXPOSED BARREL VITH INSU�ATION,FOAM INSLIATING TAPE�R EOIIIVALENi. ��T��p�E�� IAAUNp T1[ SPRINfLER SQ AVLIiL LEAKAGE Gt'MR INTCI TNE!'ACI7EGTED �REh N�D CQNSEf�I;ENT iOiWATii4/pF CEkJiN:f1S�YE NN.1L7N9 TY$.'6AAl1��VHICN CUA..O INHIDIT(7'k:HAT(Lki CMi C�USE PRENpiiFiL[&ERA170N.SEE PE.i.tiV F�t REC�ItlENNDCO METFmDS. RFt:Q�1�iFNnF� �RY GPRINKLFR gFAL ARRANCz�ZA�NTS (STANDARD DH56 HSW DRY SPRINKLER 5HOWN) XM[NUM liWD5Eb CIFARIN(� H[N1NUM BARRCL--- HOiE ��%Po�0 LENGTN �R�� (SEE aHOVE> LE/YaTH tSEE ABSivC? INSIOE INSIOE FAGE DIfT SPPoNKIkF F�� ('�URY SPFINKIfR _ �W CALD ME1 ) IN COLO MFA J <FEATE➢AREA) MEATm AREA) � �!P _ ' '_' _ `+_ X^'� '"_._.�___—._ �, 1 �. �_� �.� ` --�+. � � -YET PIPE VET PtP£4 SE�� <PR�7TECTEO AREA) --''�v..•�"�+�:'� o"„�„�, ��. "-��. DfCKiffE ftASNING AASCO/400J9f0 ��.�-�`��1�-��'��F��• (RECQ4NENDEl1) OR COOIER SIRUC7UISE OR E%TEPI4R ilW11N0 OiNJOfA Fig. 1 3. Technical Data: Maintenance i remperature ' sprir,kler MoCel QH56 Qu�Ck Response Dry Sprinklers shoald be in- K Factor Thread' Rating Maximum 'identitication spected anr,the sprinKler system maintained in accordance Ambient Size ' SWC Number with NFPA 25, Do not rer��ove the factory appiied thermally US Metric Sprinkler: Cover 'Temperature (SIN) , sensitive wax fillEt b�Cw�een ihe bulb sup�c�r!ing eup�nd the �„ F „<:� � ��o�� ' wrenching boss. Do not repiace this wax with a subst:tute � (s�°C} ;5r��;, ';, {3a°Ca �� substance. An alternate substance may interfere with proper ! � ; 1�5°F � i65�F i 75� F ; ; operaticr oi the sprinKlec Ce r•ot clean sprinklers w:th scap s e ao � i° ° i Ra�sca y g fluids. Remove i � € t?9°c� ��a°c} (66 C) � and water, ammonia or an cther clean,r — , , �� i � dust by us�r.g a soft brush or gentle va�uuming. NFmove any 2co F �s5 F i so f � ( � (s3°C) ��a°C} tbe C} ; spnnkler which has been pamted(cther tt�an iactory applied) �. .. _-�------�-- a _ - --- _ ____ or damaged in any way. A stock of spare spnnkiers should _.-- -- -- be rr7aintained ta allc�w �uick replacement ef damac�ed or coveraqe Area � operated sprinklers. Prior Co installatian,sprinkiers should be Area Width x Le gth ' Fiow Rate p e{bar) �' maintaired in their ariginal cartons and packaging until used I gpm�vmin� i to minimize the potential for damage to sp�rklers that woi;ld ftxft(mxmj I - ; � P P P . P ' �a X a�e x_1 a� j zs�e,,r i i e y�1,z; cause im ro er o eratior or non-o eration. zs x �o�s 5 X s> i �a_t�os> � 25;,.�; _ Model DH56 Quick Respanse Approval Type: Extended Coverage Horizontai • Quick Fiesponse, Extended Coverage. Sidewall Dry Sprinkler Specification • Approved for installatlon in accordance with NFPA 13 5prir.klers sna�l r�� a �quick resperse cULus Listed] ex for light hazard occupancies. tendeci�overage rcrizontal sidewail sprinkler fcr':ight hazard occupane�es Sprinklers to be of F�ronze frame construction ------ -- - - with a special deilec±or capable oi providir,g a discharge over Step t � �„ � a coverage area of 28 ft. {8,5m}wide, and 1Q ft. (3m) xong �"��'�`� `"� `�" �; � horizortal!hrow.Water seal assembly sha!I consist of a Teflon' , «- �, I -� � � �'�� `��+i�� coated Belleville spr�,n�washer. Instal!ation shalM permit sprin- � �_�� kler deflectc�rs to be positioned 4" (102mm; to 12° (305mm) I belovv the ceiling. Sprinkle�s shall have a nominal K-facicr s�ep z of 5,6{80), and 1" NPT thread. Sprinkler temperature rating � shall be [155°F(68° Cj) and [2t�°F(93'C)J Ra e�workirg � ��u��-:, . .,.:� t � � pressure shall`oe 25G psi(17.2 nar). Standard f nish [white] =s - [chrome][bronze][Spec�a finish-- specifyj. �uicK response � �'I axtended coverage horizontai side�vall dry sprinklers�hall be Reliable Model DH56,SIN RA1664(Bullet�n 016). � ste�3 For recessed EC horizon?al sidewall sprinklers: Replace � � °horizontal sideV�rall"with"recessed horizontal sidewaH" Add� �� , , r ! (1) Recessed escutcheon assembly shall be a Nvv-piece es- _ � ��,; cutcheon of push-on and thread off design witr r�" {13mmj `�� adjustment Stanclard finish shall be c��rome,white and brass. ;.___ .__..___ __� ...� . _ Quic�respense recessed horizontal sldewall sprinklers shall rig.2-x�e2wrencn be Reliable Model DH56,SiN FiF�1664(Bulletir 016). For concealed EC hc�r;zontal sidewall sprinklers� Repla�e "ho�zontal side�v�,ll" w'�th °concealed '!ionzont�'. sidewall'" Add Cover plate assembly shall consist ar a brass cover �� iate and copp�r alloy retainer (iange Illethod ��attaching � �� tl;e cover plate ta the sprinkler eup shall be a pusl��-on and �' � tF;reaa-off design allowwing a 'r'z" {13mm) cover plate adjusi- I ment Cover p1at� tem�erature rating shal! be 135°F{57°C; ` ' ' `or 155°F (68°C) dry s�r nkler and 165°F (7�°C} ior 200°F � ° I ? (93°C)dry sprinkler, A �ulb prc?ector shall bs provided a�d j �� factory insialled ins'�de the sprinkler cup to prot�ct th� glass bulb from damage, v✓hich ca.�1d occur during construrtien ,�_ � befare lhe cover plate is ir;stalled.Standar�cover plate finish: �'�� ' '�"'"Ir�'''�"' [�dhite] [Cus}om �olor- specifij]. Quick response e�ended coverage concealed horizontal sidewaL dry sprinklers shall ! `DuPcrnt Registered Tradem�rl< � be E�eliable Model DI-!56,SIN RA1o6�'a(Bulletin�16). 4. ----_ ---- _ _ -- ---_—_ ___.. ___�__ , Dr:56 NSW_ DRY Sf?,RiNK._ER �_..._._--- i � �fz" �se ,om�a -_ ,,______,.. i Totol Adju9tmCnt 1 _..._.._�.__,_.�.'__`._ �..._.I.� �.-_.�-.._ _Cailinq � � ` ' _� � . i ..�....�......:.,.—'-. � � � o, � �._.1 �"-1 � 1 1/4° [3':.75mmj � - 4" [t0'.80�nm; Mlr�. Escukcheor• r#djustment ?2° [30�.80mm� Mox. � j r __ 1 f4" [6.35mm: 3 - I � �Esculcheon Adjustment E System Tee �� '� . ._f _...__ ._.�. ��_ /.. _._._ , _... � 1' NPT ( � �fi-- i 15 �6' � . :-� ..�_ �� '!q'4'�` _ __ [53.'BmmJ I�� '�._. .. �...r-.._.___ �� ,.''_." ', . 'fiii f� 1 � �� i � �y �-in. .�.-u_., �• .f_.__. _._ � . U'� ._..— �_ j" 4io i` i� I ; , � � , (76.20min; F � �_ , <. ._.._._ � � _,L� ' �� " — '- u 2 1��$�� pIO, � ' . _._ . _� _.____,..,. [53,98mm] � � ' Hole In Wall t'°� � 1/4' (6.35mm] Sorinkler Can � Protrusion ._.._ .,A.� Dimension -.._ '`�,,, �.. Adjustment Nominal Posi[ion ( R,nge -- %4" [-r 3., n; �f Fscutchoon � o,��Ga. + � l d , ,r.7-�-. Available "A" Dim. is 2" to 48" (51mm to 1219mm) in 1/4" (6mm) increments ; _ _ .__ ___. _._ Note: The Sprinkler Can protrudes �i4°when escutcheon is in nominal position. Escu?cheon adjustment prov�des - ��,° (-6mm) to +1��a° (+32mm) "A" dimension adjustment range. Fig, 4 - — ._____ ____._ .._._ ----- --- ---___ _ _ _______________ �H56 NSW DRY �PRINK�E_� ' ___ ---- ( I ' � �„ �25.4mrri] ._�....•._.�. .... Totul Adjostment . ___,..�. .. __._ .. ---�_ ...�� _., � Ce�ling i' ' 1/2" [12Jmm] I ---- _ .._..._- _;� =scu;cheon Adjustment � } • 4" (lU1.oQeim] Min. - ��''�" V2�� [304.�Omir� Max_ I�2° [12Jmm] --►� � Escutcheon Adjustment 1 15/16�� '� - System 7ee �� -� [53.18mm] i" NPT �� ' � r - ____ � � �, �_,. -� - _,, . — —- - _ __-- �� " 'I -S.31o4 �.�u � .. i3 ._ - ._. . �-1�,2�. - 7n- �y - 55.88nvt ! �88.9mm� � ��:. ' �� i.'.u. Escutcheon Dia. ,�'. {-: ` _ ._ ......_ ... _�_.... ._... ______.____- - '_ -1 - ' `-�- �-- — � !,_. _ , , I � I ! t ��-m��, l Q ; _.,� � ______ _..v _._ ( I � _ �. --- � /z° �� + � ] �-i j 4° �31.?Srnm] Vomir�ni t � Hoie �n Wali � _ Prottuson € " ---.1p�it+kler Can ti` 4. �f-•,A�� Diman�lan-� ��scutchyon i � Adjustment � �} ral o i;:on ,..... oroFCCa+ ,�ange + 1/2° [+12.7mm� �. .t. . . ,__.... .c.r�� , _ j j2,� [-12.7mmf _ _-----------..__ __. _.. _ Note: The SprinK er Can protrudes 1'!4" when escutche�n is ir� nominal position �scutcheon ad'ustrY�e��t p�o- vides - '/z" (-12,7mm) to +'/z" {+12.7mm) °fi" dimension adjustment range� Fig. 5 5 ; __ _._ ----- -- _ -- __ _.. .. _--------- .. � �;� ,-tra I l.x,'V �"3F'z f .:`a � " �"' (�lrt, i��' I ; ,____--_ _-----_____, � ; __ ; 4 ; �---__. .._ , � ' _ � , � �.. �, �J� bf:'Y .... v :� �.,,'�± � ( ., r �_,. ..; � � . � tCn i � L- _JS�t7'�- ��:!' . } ` . i � I .... � � , � � .i.>' ` ' � i i � � �. i JfJ�F �``t �j' i f '�'`x s t�tt l�;' ��n� I `t r 1�� 1 , � ��' _, , _._._ __--- _.___.. i��i ( � �__-- �,. ' ; � , , , � , � � : �--- __.L � �� ' ;z � i � . - � � � . , ; I �-_ , ,,,}� �.*'_. _ r�,: I � .. � Ad�r.ln e., � ; � �4" ?ir.^sv ' ( t � �� ; , �-1 --.a,-._ i. < 'tT *5 ( � A .� rer: �� .__ . , . r N,-:��.��s?'�".e c� { n� t q�x ,Jn `-%� . . � .. . . ._•.-, ........ ;�o Available "A" Dim. is 3-1/2" to 48" {89mm to 1219mm) in 1/4" (6mm) increments __ --____ _ .__------ ._----_ . _ Note: Do not install the Model DH56 Cry EC Horizontai Recessed Sidewall Spr;nkler in walls whicri have positi�v�e pressure in their side space, �ig. 6 ; DH56 HSW CONCEA�ED DRY S�RINKLE� ; liole in wall �-,-. s«��,� _3��. _____� ` i*1�–�1, i'USH ON COYEP EN I �I '�' .--� ?URN TO+DJ�R-'trt�l ; s�v..�,;». n�+r�aiwsr wu�. i l�-_-'---�-! �''� - i i �� , �� _—_ - t�a�s`°o'�.ej � i'NPf ....� _ i = i � � �--�� $ , i � _ (�_ _ i —_" � ` ' � i II _...r..� _4'� k F ��. �� i j��I� I� ' — _ . � _ } �;I ��I.�i�1.I�,, ._._. _ _- -- —._ _ � --.'" t- - - i:;�j ( - I�I r v,�ar• , . t �� , � I � � � �� t��s) . } ° i �� , � � , i r , � i� . _ _ --� � � - � , , � , �__-- � ! �1 � - --=—;- � , _ —�- 3 �� s ____ �,«� ,,, ��I �� '�`oe;oRi.��'� ��+ t r�m• � . � '—.j.ro,aYf_'" -' i I� { f� �5 a JB"L1.Tbmnr� I � (.�-� 'A'nml.�ron — � C reryale dJjuvlmen� L M)fwrwnt Ranqs ��i.� ��_�. ,t J1.Tr�n-Ommf N. itta!PGe�l.on � e!£bM j -. � � ,ns•r�.:�� 016fCUTA 0%N£NitlWS r'N ARACA'fT�S ME;N.+lHLYETFRS;YX) L'a��ryAtle�W f [ � i/I +iRi&Sr.ufM � Availabie "A" Dim. is 3-112" to 48" {89mm to 1219mm) in 1!4" (6mm) increments ...... . ... . . ...... L_,:�`,�. ;T i 6 *CAUTION* DO NOT INSTALL MODEL F3, MODEL F3QR OR MODEL DH56 HSW DRY SPRINK�ERS INTO CPVC ADAPTER FITTINGS QR TEES THAT HAVE AN INTERNAL OBSTRUCTION. THIS WILL DAMAGE THE SPRINKLER AND/OR THE FITTING. CPVC ADAPTER FITTINGS AND TEES WITH INTERNAL QBSTRUCTIONS ARE ALSO COMMON�Y FOUNp DURING THE RETROFITTING PROCESS OF RELIAB�E�S OLDER MODEL G3 DRY SPRINKI.ERS. INTERNAL N4 085TRUCTION INTERNAL OBSTRUCTION FEMALE FEMALE .� PIPE PIPE THREAD THREAD INCORRECT CORREC CPYC ADAPTER CPVC ADAPTER FITTING OR TEE FITTING OR TEE � � SHORTER LONGER , INLET -- � INLET _.-» _ _ � __-----� � �..-�=? � - �� __ _ _�.___ F"- MALE / MALE Plf'E-�� PIPE THREAD THREAD � MODEL F3-PL. MODEL F3QR-PL OR STANDARD MODEL DH56 HSW-PL MODEL F3. DRY SPRfNKLER MODEL F3QR OR MODEL DH56 HSW DRY SPRINKLER BE SUf�E TD C�RL�ER TN� �'pRRECT SPRIIVKL.ERS FOR YOUR APPUCATlON �16�g118A Fig.8 7. Ordering Information installation Wrench Specify: Model XLC2 Sprinkler N/rench ;Recessed & �voncealeG; �. Sprin��i2r Typ� ;s�lec,cre): Model F3 Sprinkler Wrench (a}Modei DH56 Qry EC HSW Note: A leak tignt 1" NPT sprinkler joint can be obtaired (b)Model DH56 Dry EC HSWrNB with a torque of 20-30 ft-Ibs ;27.1 - G0.7 N-m) Go not (c)Model Df-i56 Dry Recessec EC '�SWIFP tighten sprinKlers over maximum r2commendec ±orque. (d)Model DH56 Dry Concealed EG HSNJ It may cause leakage or impairment af the sprinkie!s. 2. Sprink�er Temperature Rating. ESCUtcheon Data: 3. Sprirkler Finish. FP cup/eseutcr:eon assernbly - '/�"{13mm} adjustment 4. Cover Plate/Escutcheon Finish. FltliSheS �� 5. Length: "A° Dimension(face of tee to face of ceiling or ._ . wall) in '/4" (6mm) increments. standard Finisnes�� Sprinkler Escutcheon Cover Plate ( Notes: White or Black Polyester{" i er �s " � 1. The "A° dimension is based on a nominaily gauged p'ipe Ghrome ! bVhite � White threaci "make-up" ot 0-600" ?15mmj per ANSI 82.1 [7Yz �� 3ronze C�rGr?e threaas apP�oximaieryJ. . 2. Ali pla;+ngs and paintings are decorative and 'ntended for � Special Application Finishes , interior use. Sprinkier HSW/HSW HB Escutcheons - . _ _ � p IStltlg Ciat@gOY�/ E ec,roless Nick21 P`FE(Teffone9) ��'.Electroless Nickei PT�E(:a(lor�0°)"i -_ --- - UL L , 5 nf1k12fS, AUtOrllafiC 311G� ��}ef1. "� Other colors ard`�r�shes are availabie Consult f�;to�yror aetails «�' cULus listea Corrosion Resislant � Quick Response Sprinklers. �3j Not avai�ab�e for HB esculcneons. Note:Paint er any other coatings appiiec over the facto�y finish�vif void alI�I��arovals and warranties. _ _------ -- _.. --__ _ ___._----- —.__ -- _ _ ! � r� ; i � ;�• ��,� n .. _,�� . � ...�X, �,,,.,r ,1,k;r,t,ry, �t< .. � 1 I 1 � ; j MOQEL DH56 DRY SPRINKI._ER 1 %' `� ��/ ', i �� ,.,_� � � � � � �� ,�� ,' �' � ,,��'� f,;: , , ,/ I � ;��`�"�;f�°;� r . ° � �� i . ,�', - �,%` f�y ` ;� � �� j� �� `� � �� ( ,� . . _ __ —= � '` ---_ .__._,. _---- --___ _ _ __---- _ ._ _._. Fig.9 �� 'GuPon?Registerea Trademark TI7e equipment presented ln ih�s bulletin�s ko Ue insta��ieci�n accordance witri the latesl pu�i�sned Stardar�s nt�re�lational�ire Pro?eclion AssociaYion,Factorq Niutual f�esearch Corpor�tion,or other similar orgarizati•�ns and also wit'^G?e provisi�ns of governrncntal caces or ordinances Gvheneve�appiicaole Products�nan�'actu��and distr�buCed�y(�el,iable have been protecfing iite and property for ove!90 years,and�re�nstali�d anc�senriceh b J'he rno�l h�ghiy qu�lified anr reput�bie sprinkler contractors loca[ed ihroughout the United States.Ganada and foreign counCrias f � nu'ac'��rerj by The Reliable Automatic Sprinkler Co.,inc. � �ec��ciav � � ;300)43�-1588 Sales Offices �:�ver �� (800)848-6051 Sd�ea F8x �py;,-��r ines ir�i 'e updated or new data '914}829-2042 Corporate Offices www.reliablesprinkl�ccom Internet Address E� P��e��A ��`14 ?�ti s9�s��nao�s Page 1 o f 1 , . �i an�a�o http://www.reliablesprinkler.comlpdfs/products/157%20Model%2�F3QR.pdf 9/22/2014 ;3ulletin Q 14 Rev L � � � Nlo�l�I ��i FR S�ries �� Quick Response Standard Spray �- :, < ___ __ Modei F1 FR56 Sprinkler Types ' i � �� .�-„ Standar� �Jpr�ght � `�"'`"�� Standard Pendent �`� � "� ! ' # � ' � �` Conver,tional � � � �� ' �ierticai Sid�wail ,„ �,>,�r � �",ii, ��z;� H�r�zontal �ide�n�all �� __---- Model F1 FR56 Recessed Sprinkier Types _ upr��r, Pendent Gonventional ...__�� ..._ , Siarcacd P�nd�ntlF1/F2(FP �` ��`�., � � H„�zcntal Sidewa�l t� � �� Model F1 FR56 Concealed Sprinkler Types , � �� ' � � ' '( ` � � 3 } f.� .�: .� .. � Standard Pendent �__ Model F1 FR42, F1 FRXLH & r1 FR28 Sprinkler - , �.---� — �, � �- �enc�al,�idewail Fiorizontal�idewall liecessed TYp�S �Erae�,ri�1�Fz Sta� �'ar� ��pr�ht =_._ __ � , .4 , t._ 5��, L;�„� �'v��J�;nl " ' '_ : , ( ' ;� .. Mode! F1 FR42, F1 FRXLH & F1 FR28 Recessed ��"�`F ;; � � � ti Sprinkler Types � `� �� .�� ; r. .�. Standard � �r�dent i <� , � � , � . . . � ,, � . � . �— _� . Model F1 FR56LL&Fi FR42l.L Low L.ead Spri1'tkler �e�;e5sed Concea�ed Recessec�� Ty�S* Hc �,,rtr�iirteevall Pendent �:�nd�nfrFP i Si�n�l�rd P�:ndent � i � �e�s'rian 0.2�°��I_ead Cantent � �." ...., a , *_ Listing & Approvals ` � � � �� 1. Underr�rit:,rs Labora;ori�� Inc ancJ Cer`,�`ied fcr ,. w;� � ' � Canada i�l,L,;sl � �;"`�� 2 Factory ��1;atual Rpprovals (�(Vl) _ . _ __---- _— L— X�i I�oright XLN Penc3enl X�-a��'��-'� 3. �ess PrPVeniion Council (L_PCB, UK) PendenC� t�" 4. VdS�cli�d°r�ierhutung Un bH . ---_----) 5. �NSF � cr[��fied ko NS-IANSi Star�lard 61 Annex G F1FRa2, F1FR42LL, FIFRXLII & '� a ,Q F1FR28 Series sprinklers to aE��lv wa- ? `�� 6. EC Certificate: 0786-CPD-4C23., lR�,141�), 0,�6- r ��`,`�+ � � CPD-40251 (RA1425}, 0786-CPD-40252 (RF�1475j ter :o a fire mt,ch faster ttian star d ird � sprinklers of the s�me temp�;�atur� �at- r „ UL Listing Category ing. { �;prir,k;er�,, ;��.,t�;n atic �?.�'7pen;VNI�') The glass bulb consists of an accu- (_ ��c�K�?E;��,�rse S��r nkler ralEly c�mirolled amour7t cf specia: fluid XLH f'�ecessed herrnetical y se�.�le� insidP �� precisely �'er:dant�"P Pi'OdUCt D�SCPI�}t1011 Ficli�b;e M��cie;s F1FR5e �1Ft�56LL, ��'FR42, f=1FR42L�, r?�anut�ch red gla�s c,�psule This glass �,ulb �s spec��lly 1=1 FRXLE I & F1 FR28 Series Sprsnklers are ;�uick res�onse cor��trucked to provide tas tE Frrr�u� respor�;;e s�rink'�E:rs which combine the durability of�standai�d sprin- �� 'i�+�m�l te��nperatures t� c e�lac,s b�it; �oni�ins the fluici kler wfth th��ttractiv�lo��v proiile uf a dccor�aCivc sprinklor, �r� both ;f7e �iquid r�d va��o�� phasc;s l�hc va�aor pliase c�n TPie Models F1N R56, F1FR5�L�, f=1F�i42, F1FR42LL, be seen as � srna�l k��ik�ble As ��eat is aK��;lieci, t"�e liquld F 1 F�XI_H & F 1 t=R28 Ser ec Rec,t;ssc�d aulorr:atic s}��rinklers ?�p°��s, forcir�y th� t�ubnl�- �m.all�r-��};7 ;m��llf�r r.is ttr; liq- u[ilize a 3 0�nm feangible c�lass bulb These spnr.klers nave ��u �r�?�ure ircrc��es Continue�l r�E��irn �orces tl�e liq��;:ci demonslr�tE;d respor�,se tir�ies in laborat�ry tests 4vhich are to push out agair+st ��e k��ulk�, c��sing tht c�'as�� r.o ,P�afi,ter, five to (en times faster than standard response sprinklers. op�ur�ing th� vvaterw��y a��d all�v��i�� th� deflector to distrib- Th�c c{� ir�k re s�,:>nsa er�ablPS .np N,cdel F11-R56, F 1 FF��i6LL, �ate khe discnargin� Jv�t;ter. The Reliable Automatic Sprinkler Co., Inc., 103 F�irview Park Drive, Eimsfiord, �lew York 10523 Application Quick respo�?se sprinklers are used ir. fixed fire protecCion systems: VVet, Dry, Deh1�e or Pre�c'ion Care must b� exercised that the �r�i`ice size, temperature rating, detlector style and sprinkler type are in accordance v�+iti; the latest published stanGards �f the Nationai Fire Protection �ssociation or ihe approving fluthority Naving J�,�risdicti�n C�uiek response sprinklers are ir:.ter�ded for installation as specified in NFF'r� 13 Quick response sprinklers and sfandard re- sponse sprinklers shou�d not bE irit�rmixed. ____.. __ _ ---- -— �� _____, , __ .., . 1 , r�r tiP 1 ____�.--, l � �X N �i�ly�` _ __ L ' , - i �;- Gefl°c,tcr --, ¢�' �'� ��'-_�- ��-.� .Y �� --i��; --- �r_l ��.. F,,�'; j ____.. ,-. � � � �oacl ��crew VV��h�r � s __- L�'ulb ....-- ,-, � ' �________ L u�; �, _ , _ � �r: �� `.� ....�_ �'�.� [ �,:-- � � � �� .. ' , �_ s' '~ �_-� �`-,, �, � > �' •�`r �*. � �. ,t� r'J?4E�G�5,4 _ __— ___.._. _— ---..._ ----- ----------------- Model �1FR42 FIFRXLN Uprlght Technical data: __ -_.__ _--_.. _..._ � —� Max. Min. _� _ _ i.. r Thread � � Temperature � Models ! Discharge Coefficient i Response Working , Working I Finish i ; ! Size ! Rating ! ! Pressure Pressure � i � . _ � -...— - -E -- -,__ _ _ — - -_ F1FR56 ' � Fi FR56LL�'�� K S.Ei i � -- - F1 FR42 � �,�i�� 1�7�'NPT ��P51 7 PSI �TemE erat!�re Sre 'Ft FR42LL K 4 2 Response �3ati�i � Table ^;rnsli �abie" F1 FRXLH g� � F1 FR28 _. _ .�_.. --K?.S _.. _.« -- ---- _._____...�.___ ..._.____..r.__..._..__ __- --. __.__.___._ _.>rv i_a�d Sprii,k!e��3�aiiabie only wrtl�TemFaerature f�,ti.�g 200°F/93°C --_ _ _______._____.... __....._._ __.____.�.____.____�--"� �Matenal Data __ ._ �_ _.____ �_. , _ __ ___ _�_— j _ _---- __ Frame Deflector Load Screw E * her Bu{b Pintle Cup Was --- __ . ,---— __. . _. �._ __ __-- --- ; _ __ CD,ti ;Jc4 25 � DLFi B �ss ��, �Iov t�� i; CD:�Alloy 3F�0 -•'�� ,� � Ni.,kel Alloy�4G or Ai oy 360 � �� t:��;9 8rass C,JA a.�loy 2?p or ' c.�r ;r coalcr,4:ith?TFF.adhesi��e � �;!ass ' "Low LcaJ t3�ass �� G�A AI!cy ��4 CD/\Alloy 54a C(i�1 AF�}�6��3 Tape �_CD�1�tiloy510 „�.--- — — 2 Model F1 FR56, Upright, Pendent & Conventional Sprinklers Model F1 FR42, F1 FRXLH & F1 FR28 Upright & Pendent Sprinklers Installation Wrench: Model D Sprinlcler Wrench Installation Data: , __ _ __ _ -- --_ _ - —,--- ---- - _ , i i Sprinkier ldentitication Number i Nominal Thread i Nominal K Factor ? Sprinkler Approval (SIN) i ,. � Orifice �---- - __ _.._. . . _.. _.. � T __ � � Size � US � Metnc i Height Organization Upright ` Pendent _.. __ _ �_. _ ___ ___.__. __. __ ._.._ __._�. . -------- ��andard-Upric�ht(SSU)and Pendent Lafiectors Mar�ced to Indicate Position 11?'{1Smm)"� 1/2"NF'T(R"2) b.5 r3G__..1 2 i5 (b7„im; 1 ?,3,&,n �A1425< «'��r`� i�t1'4} � i �"_�.._ � 7/16"(tOmrn) 1(2"NPT(F�112)— 1 2,.-- 6� � 225'{b;rrm) � t RA 1423�'��`� RA1413�-' 3ld"{10m�7�) � 1/2"NP?(R1'��j � >3 40 2�5"(57mm) t RA1421"�r'> �2A'411�'� -- --�- -- ___ L_ . _._.__ __.._.._ ---- — — Conventional-Install in Upright or Pendent Position _ _�_ .._. . _._.____ �. �____ 15mi??�'� 112"NPT;R1I21 � —�.� 80 �� 5��rirn � � 3, r 6 RF,'4�5�'� � "'C�L=�s listed eorrosion reslstEint(Polyes(cr coated}sprirsklcr. "'Pa:yester coated��f�approved sprrokler. `"pUi f,s(:�r c;�j(er.LPCB:'✓dS::pproved;pr nkle�RA,?a2�. Nl�14 t 4 3�NJi'.�7'S ��'F_I�c trol�ss(�licke!PTFE{�eflcm"`P1ate:1 �c;ULt�.�Iis;ed C�rrosion Resisiani _ _ _ __.__..} �},. �'� � � `�� `��; i� �` "'x��''� � � ;,.n ,� � � r �`� � � � �� . � � '� � ; u. � � :, i � i s i � i � � _ �-------_ ___ Upright Pendent �onver�(iuriai Model F1 FR56LL & F1 FR42LL Pendent Sprinklers Installation Wrench; ��todel D S�rinkler UVrench Installation Data: ---- - -,---- __ � Sprinkler ldentification Number ; Nominal � Thread Nominal K Factor � Sprinkler Approval � (SIN) j Orifice � � _ -__ --- — ---_ -- _ _ i ; Size ; US Metric Height Organization Pendent E --�- ---- --- ��=--�� ----_ S:andar�i-Pencent DeflecE�rs N1�rkec' :o indicate Pos.tior ---- _._.__ -- --- __ _,.�_ �___ __ . .________ �i� (t�mm}�n lr� '�lPT IR 1'?� 5 6 �3U 1�'"�" (57mm 1 � R!a'-I15 ??16 (,,n�r��) ---�� '�!E'�f(t311?� ��.? E;0 _ > >b (5� rrril -- I.S RA1410 _� ciJl_uSl,iste rotr�,su�na ,jsrant{Poiyt��t< <;��:or1};o�r�sldcr �. �� "��. �� .. ,� �`�, _ __ _. ._—_. 'Dul'ent F;egi:;tered 1r�j�t;n?ark 3 Modei F1 FR56, F1 FR42, F1 FRXLH & F1 FR28 Quick Response Recessed Pendent Sprinkler{'? Instailation Wrench: � ;:;I a�R2 ;�r�ik�er'v'Vranc" Instailation Data: Nominal Thread K Factor Sprinkler ' Sprinkler ldentitication Number Orifice Size U5 Metric Height ' {SIN} ; _� 1r2" ��,-�m) , ij2' `,( F,tt'/,; � �r 4Q ?%: ;�-'�,,,n) � �?A141=: � ; . , _ _ � 7;1 ri„(l Ornmj �,''2"��1PT!R 1 j'L) � 4.2 0;) 2.J5 (5i!ttm} I�A1413 __ _.. — -- � 3/8" (1J,�m) ':12°NPT(N1t2) 8 � 4(l 22b (�;^�i,,,` �,f�1�`'' � - - —_ _... ----.. ---� _ - Rafer to escutcheo�da:a table for approvals&dimensions � Model F1 FR56LL & F1 FR42L� Quick Response Recessed Pendent Sprinkler�'} Installation Wrench: Model GFR2 Sp�i��klcr b'Vrench lnstallation Data: , � Nominal Thread K Factor Sprinkler ; Sprinkler ldentification Number ' Orifice ,; Size 4 US Metric Height � (SIN) y/?"(1�nm). } � �'?1`.z.'_,� _� �.� 80 { 225' (57n-�m� ' yA.4t5 � 7(16°(':Omrn) ( 1l2"NPT(R112) 4.2 �f o0 t 225"{57mm) ( --- RA4410 — - � �'�Refer ta escutcheon d�Ia Cable for approvals&dirnensions _ , _ r _ _ � �:.� , ..._�__.�... .. r �:y 6-m.n;.i Y"-_...._ ?+. i ., . ....... -:.: i ':i: ��r.m/.___.i-..r � - .. ... ' l ,.,. I£ L=.��- fl �.I . ::�A vrt �.. { ._....;... .__ ] � , , ., y' u e�.5 (t .___ , ; ` � Y.i P'� � I ' !N J F % d zc �, 11"5 1 � �i �� ,� i it *,�� ` 4 1 �t-, ... ' i � ia> �f f ,, , (�';fil( L��T —='-L'—� •• � ! � . � s.�,o „ . i � , r� �._ � �1 .� �� • , � � `:�� t �,,, � . ,�.� � _ �; �� ,., �- `�-�-,<' , �. �_, ,� . . ._ z Moci��l r i FRSu, F i FR5�iLL,F 1 FR42, F1 FR42LL,F1�RX�H& Mode!F1 FR56,!=1 FR56LL, F1 FR42, F1�P,42L 1_,F 1�=RXI_H�3 i ��Ft�'?<! � .af:-? F 1F 3�8 Fp _ Model F1 FR56 Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model C Sprinkler'��Jrench Installation Position: Upright or Pendent Approval Type: '_ight Hacard Occupa��y Installation Data: ._ Nominal K Factor Sprinkler Nominal ' Thread Size ! Sprinkler Approval Identification Orifice US Metric Height Organizat�ons Numhers(SIN) , _ _ .. _ c�rri;, �?' � 8G %�-' '�/,7r�t> > , ,� �,.� , • . - i _ „� � _ 1�s� �,n T� �.,�Jr (�1 �1 i_.- 5.6 __�_80 � �25_;b`Jrrun�--- ��---- '�� i _ _ .---- - �'U't:ap�r�i:I is for pendr^�t posi6un only ``�UI_u: ; �;led corrOSior�rc•s�sla!'I(F,�IV�sle;coat�c±j sprinKler ��'Elec�,ml�_s Niek��l I'�I h i��i `I�r�``)": �ated -�.ULus listed Gc�rrc�sipn Resist�nt ��"",.� F q . �. Sprinkler Type Oeflector to Ceiling Distance � ; (Min.-Max) ?t o; ' , U�Jr��ht ��(1f�.'ni�r,j � t�tJ'��,,rr) �� Pende��i 4�(1(1�'r{-nnl � G'Elf�ntrnj Y� _. ...._... ..._.. .....__"""_�—__� V��rtical Side�rl�,il '(�uPrml R�yisl��d Tradc�inar� .� Model F1 FR56 Quick Response Horizantal Sidewall Sprinkler Deflector:i 1S`/`d lr�s�allation�Nrsnch: '��?�c+el D Sprirk!er�Iren�c'�. InstallaCion Data: Norizontal Sidevval! ' Nominal K Factor Sprinkler Approval Qrganizations ' Height and Type of Appraval Sprinkler Nominal Orifice Thread Size � - Identification ' US Metric Light Hazard ' Ordinary �umbers(SIN} ' Hazard . ; , ' ! �, {'Sr�v�) Y,^' NPT(R1/2) �.6 €_ 80 �63'fh7i-�r��; i 1 ? ; 1 � RA'�1 s5 '�% � � �"cU us�isted corrosion resistant(Folyester coated;spnnKlar � �"Polyester c��'.ed�M appr'oved spri�kler. �'��lectroless Nickel PTFE(Teflon�'i'Plated -cULus listed Corrosion Resistant ,. , , , n ,1�•,_.,.,. . . ,.. �. � t . ., l�'l !.�.✓s' •� �, a f.".f�f f 1F �� t J .{ - .. .. .. � . .'� �, ht+MIN ii P S /ft �i ,ra, :� t ESL CVY.-'V � �} � t t �„N N � AF t1RXl�M �� 5 —7/4 a 9,rm; ��f. 1 - / A',i1ttIJLM!�'�F � . �+/ 5 5'4m�r�; � F 4;FXtM M f /4� . ,r . jtl F��9y .:� � A� rt'JJMt J t,.�. ilf �`�:� , �` . .,f'{ W t7 I l.rC!'V 4 " � � � ;�, a IJ 1?y j . . , :.�` :�;� ' � ,��,�� a7 i ,n un. %:..� ,., , , � ,. ,. ' � 's<<.r.) . x � .,,�:..< - � . �� . .__� . ..._... .._... __.,_._---- --�— --____. --- — t � Horizontal Sidewall 1 "`- � � ,� , ,_ „ , ;�, � r � � J/'!11 JR,�� 4 � _..,._� _. . ':}ex __� ,...._-.,� �� ] :i �tA c' r i °�� ✓r � 1 � -i ( -i�.J' 4 ; �__.—_—.—.__— l.t.:.•.*f , "J17N _L'.R ll��,-�t �'� . � :;1T AfvST cf'fi'Nl�_C�� VJ:EiJ( YJi. _ _r:U.b c r..; . � ,.�. 4�w ; 7j4'77�rnmj ADJrI57ldCNT .._..� i-..-- . � f2 ESi;t;'(;XFt)N +,�7�(!2.%rnmj AiJ.li�`;:i,vt.f:i n:.� R �E�SE,� HS_J+',.'_N/F1_ OR.F2 ES�UTCH��N . "d AFl �.£: Tii a � ,^,1 EJ,1M - ) !41„h.1 Lu11,4i: .Q f .fCiON,' 4V(.i.� �T'�Y Note: For Recessed NSVV Sprinklers use installatic�n ��rench GFR2. cULus {�ermits use with F1, F2 or FP escutcheons for"Light He�zard" only While F(v1 limits use for th�same hazard witl��the F2 escutcheon only Model F1 FR56 Quick Response Concealed Pendent Sprinklers Instatlation Wrench: Model RC1 Sprirkler Wrench Technical Data: "K" Factor Temp. Rating Max. Sprinkler Nominal Thread Bulb Orifice Size Model Ainbient , Color APProvals Identification US Metric , Sprinkler Cover Temp Number(SIN} ! r � �2"(��,r�,�n; -,_�, 8Ct � � r, F11-R �� % -' -. . - �, C�renge 7 F3A1�14 � � _ _� s__ . ; ; ,,,, _ i �z (15tr?'.; 7.ti �,.' � h" �J�- Ft(f-{ ; ,!-`� if�"r�.i� i,3:_,'f,5/°i�; 1U{, �:t't3`C, `�t:rj i,4"� 6 HA;414 j ,._ „ _ , t __ � . ' � � _ . j � �� ,�� )� S�i 8Q � 't�"N�1 � F1FR 1"IS�Fl7)°C 765°F�7,4'(� � 1,��,) �(38�(; ; Yelluw � 1 � RA'414 4 �: ( hmm' , , t _ __ , _ ._ _ _ •r;�� ,�tir*�r�? S n r30 /�"Nf'f ' F�G a> ��,r, �� ,.�:x: .;,. , � � . . , �A 1� � 1�3.. �_ �>r� i7f��' , � i �� i ' � , � :�or ;nnh 'S5` � d'r ,Iorhulb�r�c� tl?' [12,Trr�-i]�d�u,;menl Model F1 FR56LL Quick Response Concealed Pendent Sprinklers Installation Wrench: Ulode{ RG 1 S��rinkl�r Wrench Technical Data: "K" Factor Temp. Rating Max. Sprinkler Nomina! Thread Model Ambient Bulb qpProvals Identification Orifice US Metric Size Sprinkler Cover Temp CO�OY Number(SIN} . _ _ , i �', t�i r; 80 ^1-' I 'FR.`�r,I , .tFr- I , , ,,1�� '(?uF -:f��eai5� �;i T�;, i;��asrk � __ ___ _ _ __ __----_ _ _ _ _ I '_' _' , ( _ ,�- : _ � i -� � � t � '� �� ' � .^*� � : � � i��, , � ! .� � ��` � � , � �� ,, �� a " r�� . , � � y � -_ " �� ' � � �� . - �2nw..�4lr-r-- 1 � 4�,'�. �! �.`.i...=,. . 4 _ .._ '� — -— , , _.. . ..,..__ � ... , � � . °` � ..,,1.:.., ;�� T�, t r`� ,r� ,.� �. �`t ! , . . . �. �.. , 1 . ,- � A � . ._.m.r_. � , , _ . � . - , �.. � .i � .. � .. ... , .. . .. '. i � __ ,_ . 7 � —_ s-��aJ �`_st;? , ,. � ..� �.L�L ' ;: "'' • j ( ? s . . .. ... _.._. .....____I E - _... _.... _. .__ .._ . ... .. Figure t �igure 2 Installatian Aid A pr�t��ctive cap is ind�aded for use ciuring insta�lation. gaqernent. A chaice of two cover plate assei��blies provide Important; The F1�R56 Sprinkl2r with Mc�dal CCP-.^,over eitfier 112° (13rT�m)or 5/8" (8mm)of cover acjustment, p�aie is not an FIVI Approved combination. Do not ii�stall these sprinklers in r,eiGng�vhich have positive instaliation pressure in the space above. Q��ick response spriniders are intended for instal`ation as �fte"�2''�H�' {67mm)diameter hole is cut in the ceiling, the specit"ied in NF�A 13 Quick respense sarinklers and stan- spnnkler is easily instailed with the Model RC1 VVrencn. A dard response sprinklers should n�t he intermi�ed. Teflon" based thre�d sealant snould be applieci t�a the sprin- The Model F1FR56, F1FF�56LL, F1FR42, F':FR42LL, kler threads only. '�he Mode! RC1 �Nrench s then usec to F1FRXt_N & �'1FR?8 Recessed C�uicl< Res�onse Sprin- �ngage me sprinkler wrenching surfaces ard to install klers are to be installed as shown. The Maael 1�; or F2 Es- the sprir�kler in the tittin�. When ir,serting or removing [he cutcheo�is illustrated are :he only recessed escutcheons '�'�rench from the sprinkler;cup assembly,care should be'.ak- to be used �.n�ith the ivlodel F1�R5�, F1FR56�L, F1FR42, en to prevent damage to the sc�rinkler. DO NQ�WR�NGH F1FR42�L, F?FRXLI-1 & F1FR28 Sprinkler�. Tr�e use cf any CN ANY,t�TFIER P/�f�T �F THE ��'RINt�LEFI The cover other recessed escutcheon will void all approva s ard ne- plute is then pushed oi�to t1-e cup. Final adjusimert is m.ade gate all warrar��ties. by hand turning the cover blate u��til the skirt flange makes When installirg l�lodel F'.FR56, F i FR56LL, �1 FRa2, full contact with the ceiling. Cover plate removal requires F1FR42�L, FIFRXLH & F�iFR2�3 �prinklers, use CP�e Model t�trnire� in the counter cic�ck4vise direction. D Sprink(er Wre��ch. Us�:the�1ode�GFR2 V4rench for install- �r'er installation, inspect all sprirklers to ensure thaC thare ing F1FR56, F1FR56�L, F1FR42, F1F�s42LL, F'FRXLH & is a gap belween the cover pfate �rd c��lir7g and thak the F1f=R28 Fiecessed Pendent Sprinxiers Any other ryp� ,�t four cup slots 3re open and firee froin any air flow i�npedi- wrench may d�mage khc�e sprinklFrs, ment to the s��ace ak�ovE. NOTE: A leak tight � f�PT (R1/2} sprinkle�joint can be �onceaied cover nlatelctap assembiies are listed only for obtained with a terque of 8-18 (t-ibs (10,8 - ?_h,�t N-rri). C)o use with specifc sprinkl�rs. The use of any other conceaied not tighter�sprinklers over maximum recommended torque. cover plateleup assembly with the Model F�FR56 Penden� It may r,ause I�akage or(mpairment of U�e sprinlders. S�rinkler or the use of the Modef CCP C��c�aled cover The Models F1FR�6/CCP � F1FR56L�;CCP ConceaMPcl pfate assembly on �r��y sprinkler w;tl, which it is not specifi- 5prinkler use tf-�e !iz�' orifice, !�z" NPf (ft1/2), i!�lodel F1FR56 �=��Ily listed my prevent good+ir� protection and �vill void all &F1 FR56L�Pendent Sprinkler w�ith a threaded Mod�l CCP G�a�antees,warranties, listings and approvals. c��p wn:ch is factory attached to *he s�r r:4ders �he Model Glass k�i.ilb spr nkl�rs n�ve orar,ge bulb prokectors :o F1FR56 Pndent �,s av�il�ble i« ternperature rating of 13b°F mir�imize bulb dama�2 auring snippir.g, handlin� and in- (,57°C), 155°F {68°Cj. 175°F (79°C) or 2�C°F (93°C}. �t��E stallation REtv10VE THIS PR�TEC7lON AT TNE TIME THE MoeJel F1�R�6LL Pendent is ava.lable only in a ratinc� of SPRl�vKLEi3 SYSTE�vI IS Pi_HCE� iN SERVIGE FOR FiRE ?00°F(93°C).Ti�e concealecl sprinker assembl��s arE oum- Pf�OTECTlOf�1. Removai o` tF�e �rotectors oef�re �his time pleted by the ir7stallation of the attractive !ow profile Mociel may le�ve the bu+b vuinerabl�;to damage. Rl�SCO Nrrench- CCP push on co��er p;ate �ssemt�[y, r�ted ':35°F {57`Cj or es are desiyned �o install sprinklers ��vhen covers are in 165`F;74"C)for the F'F�SF;�!�d 16:�i°F;74'C.',}for tl�e rIFR56 Place R^P�IOVF PROTFC'ORS BY UNDO NG THE C�_ASP !L.The cover plate ar�d s�rirkler cup asserr�k��lies are joined �Y f�iAND DO NC�T USE TOOLS Tt� REMOVE I�HE PI�O- ��sin� a cover plate skirt v��iir� flexible t�bs for threaded en- 1 ECTOF�S. "�uPon�� Rc:gistered Trade Mar�. e Temperature Ratings Finishes �'� Sprinkier Max.Ambient Standard Finishes Classification , Temperature ��m Bulb Color Sprinkler Escutcheon Cover plate�'� � °C °F p' � ��r�r;r� �r.:�:� �r�� t�r�3ir��ary �� 7 :" � 1�� ;3H°C;} ��r�nge � � .�7�.e k'1.,:�� `:��rc,rru ' Wi7ite Ordinary 62 ��5 ' IOQ F j38°C) i Red � �olyester �'�;tY:.i � I;�lerrn�di�it� i 3 � 1 75 � i50 F(o6'C) � Yeilc,w� � r,�,,r��. �,�� :; 4V��t�;r'-�nt�q ! �� int�,rrncdiat�. �3 � 20G i 160°�;66'C) j Greer Special Appiication Finishes � -��gr�:� I ':�-i 2n6 i �25°��107�G� ! _ �I�.e , Sprinkler Escutcheon , Cover plate�'� "�Not available for recesseci spnnklers Elec�r�less N(cke[ ie� r < �;? «i ��ci r grass PTFE(Teflon`�l"�" ?1 �- etic ��' , �� ESCUtCF'i@Otl �ata �� B�cht[3rass" . Bn�ht t3rass � Black Plaiirq � �''Sif�i�A'�l35-cULus permits use with F1,�2 or FP escutrhear�s for'9ight �ack r'lated Black Plated _� F�lae<Pa nt � __ 1 __ _ hazarr`only,whde�M;irnit'use�or sa��ie hazard witii F2 escutcheen only � B�ack Paintl��e� � Blac�Pain� � Off`vVhite Maintenanee Jhr�rey�uul � Chrome'Dui! ` 'aCin Chreme___, The Mc�de) �1 FR56 f=!FR56Ll_, C'FR42, F 1 i R42!L, �v Other iinishes and co�ors are avaihable on special order Consuit the F1 FRX�H and Mode) F1�R56, F1 FR56LL, F1 FR42, factary tor aetails C,�stom color pairrte�i sprinklers may not ratain�heir F1 FR4��,F1 FRXLH&F1 FR28 ReCessed SprinkEe�s shoUld UL Corrosion resistance�isting Coverplate custom p�inl is serni-gloss, be inspected and Che s�rii�kler system m�intained '��n accor- ��ess speoit�ed otnerw�s�. '�� cUl us LisCed oniy darce with NFPA 25. Co not clear?sprinklers with soap and �� 2oo°F(?s°c)maximum. w�ater, ammonia or any other cicani!�g fluids. Rernove d�st �" cu��,.s iis�ed °ccrrosion resistance" appiies ro SiN tvumt�ers �a�4:� by usir�g a soft brush �r gentle vacu,�r~iing. Hemove any (NSwa, RAi�eS�vs�N), RHia25 tup��ynt}, t�t�tala ��endEnt) ar,d s�:rinkler which has been painted (o:her ±han factory ap- �A141s�t��denc) n st�ndard t:iack or wn��e corrosion �es�sta�,co �n other polyester color5 is available upon requast. plied) or damaged in any way. A stock of spare sprinklers �-� FM App;ovais tinis�as`P�iyes�er co�atea appiies to SiN Numb�r should be maintained to allo�v quick replacement of dam- Rniaia,Ra��iss�na�ai�2s in standard oiack or�rUn��a aged or operated sprinklers. Prior ke installation, sprinkler� 's'�r'F=�anavdSApprovedrin��sna�p�iesonytoR��25,aa1alaandR��475. �?i rl II�c';iqtp�l rOt"!OSIOfl�@S!Std�lf should be maintained in the original cartons and packaging te min:rr�ize,he pote��tia!`or damage to sprinklers that would Ordering Information cause i�,ipro�er operation or non-aperation. Specify: 1. Sprinkler Model Sprinkler Types 2. Sprinkler Type Stand�rd Upright 3. Orifice Size Standard Pendent 4. �eflector Type Conventional 5. Temperature Rating Fiecessed Penden; E. S�rinkler Finish Verk;cal Sidewall 7. Escutcheon 7��ype Horizonial Sidewall 8. Escutcheon Finish (where a�plle,able) Recessed Horizontal sidewall J� Cover pla�e Nlodel Concealed ae�r�dcnt 10. Cover pla:�ThreaG size � 1 1 Cover� plate TemperaturP Maximum Working Pressure i2 Cover p�a:a Ad�ustmer:t. 1�� psi (1� �ar; ?3. Ccver plate Finish 100°io Factory tes(ed hydrostatically to 500 psi {34.5 barj Note:W^.en N'•odel F'FR55 Recessed sprir,luers ar� .rd.^.r�:d,?he sprinlder�. :ant'e��,�;utcP�e�}n�:_ire pac 4t�Qe.� ��rpar�it�ly. 'Ct�P;n(�3egisf.e;�d Ic�ri�irr,ark I. Reliable. . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products tnat guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinkiers � Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections � Spray nozzles � Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves = Air compressors • Mechanical sprinkler alarms • Pressure gauges � Electrical sprinkler alarm switches • Identification signs � Water flow detectors • Fire department connection Tha equipmer=t preseefed in. ;bu�le[(n is�o ta ir st�lled in accor�dance wid�Che iatest�wbiished Stanciards of tl�e tvaho�al Fi�e r roCec!ion Associatior,,�ac,tory PAu[uai Pe��,arch Go�:o�3C1n,vr other i�-nilar tr�anizaticn�and aisc Nith Cr=c;�;rc�viscns u�gc�v�rni�entai codes or erd'nances�uher:ever app�icable. Nr�E�i�cts� ir�trf�:c! n,r;,.�nd.ii.>+rit;uta�+h,��e'iae,l.,h,�ve h�<.n F,rc��;chii�lif� anri properry tr�r over�L�i>:3rs,ar:i�irey ir;s aifE�i anc�,,�r,iced b��he mc;st highl}t ,i. ,=r± ; .��r._i�� ,r:k , ,�>=�, , �;c;l�� ;�u<.r. � :ne ,r,��.3�z�iE., „�inad..�r�i�, .i,n c��.�r;�.e: "Ui.�u ac r�d i�y The Reliabie Automatic Sprinkier Co.,Inc. e� :e=c� • � !a0Q)R31-1588 Salc; O�iices �� 800)8A8-6051 SctlesF�x 1, r,. � �r �r;d.��<i 914)829-2Q�+2 Gc;rporate OfI�.es =r✓vv�n�reiiablesprinkler com In±rrnet�ddr�:;, �t� r� , �;�n;5� Q43{!� r';N 99J9��70300 .�, � Model F3QR -- Quic�c Response � �� Dry Sprinklers ;� _ _ ____ _--- --_ _ _ Features ------ - 1. The Model F3QR sprinkler utilizes Bellevilie Spring j t Closure Technology. �Reliable is the first in ihe industry to praduce a Quick Response Dry Concealed sprin- kler u:ilizing this techr�ology. _ 2. Sty�les available # � �� • Pendent ' • Recessed FP Pendent ,�, � �,� • �ecessed F1 Pendent - • Cancealed --------_ k..__._ . __.---____--- • Hcrizontal Sidewall Pendent Pendent/HB � �ecessed FP Norizontal Side.wall (See Fig. 1} {See Fig. 2} _.__ ___. • Recessed F1 Horizontal SideNrall �_______._.____ 3. 1'�-�°(38fr�m)escutcheon adjustment on pendeni sprinkler � 4. ',%° (13mm) escutchean ad;ustment on recessed sprin- � kier with push-an;thread-off rP Model Escutchecn ring. 5. 3,r8° (�J.Smm) cover piate adjustment on concealed � spri�kler with push-on/thread-off CCP Cover Plate. 6 3/4" (19mm) escurcheon adjustment on recessed � � �� sprinkler with F1 Escutcheon. � �� ?. Attractive appearance. Emplcys 3mm frangible glass °� bulb and galvanized nipple. -- - ----------~----- 8 �engths �zvailable to accom�r�odate installation di- Recessed FP Pendent Concealed mensions from 2" -to - 48° (51 mm - to - 1219mm}, in (See Fig.3) (See F�g.4) 'ra° (6rnm) increments. See specific styles for carrect �� "�" dimensian rarge. ��. 9. Avai!able in a variety of�lated and paint�d finishes. � ��. .. ��,, �, 10.Polyester Coated or Electroiess Nickel PTFE (Teflon�)" �>� � ��" '�'"�. Plated Corrosior� Resistant Sprinklers. ; � 'Gencealed Sprinkler is not corrosion resistance � � +�t US Patent Nurnbers 5,775,431 and 5,967,240. ��` ` P , �f' , App(rovalsynts ending. ,� o ---- — ---- ____ Fiecessed f 1 Fenccrt Horizontal 5idetiva�l 1 � ;stF::d by Underwriters Laboratories Inc. and UL (See Fig.5} (See�ig. 6) {;e�riried f�r Canada (cULus) — _ _ _ . __ Style Response Sprinkler � Hazard System T��pe ��. F �,�. 4 W�.� firc; 1 4i �i ,FC. 1}� P c F;d-1 <<:��cient C�uick �7-y Pi e Ligt�;t � ;�„�r^ (C)rcli�ar .J' - `�ye° ��..P t C7tlf'F-?8 P(1 fV� p�t,']l2:Of1 ( Y (�5%ldj � c=n �n ii ��ar �+i r�te r rpF; � -- — R„r;.Sse�i ��o c,i lal S�Uewa'�i :�u��k ��, �'i,,e Light =�t�t iTOrlt'fl'J taC t�1811%NS {F3:��;3R) ,'.I,�'r _ - .„r, ' 2 � n ��e� � 7, ,i�; �t��'�A .Jf �-�<'I .1�j:1•r01':^5 `""... _..._._..__- _.._.__ . '""___' _ _.�.e..�.. Styte Response Sprinkler Hazard �� ' System Type � Y , PE,n�ar.� ,�:1 � ht �' ; s„�� , i �r?r - ��.. �' Nbc;_,sed�=1 , r�> I�r�. �� ,, . ., �. ` r , " � ��S€W',,�«.�`' �� . (�f0U�5 �`�"_ � f � ,� (h.., d) kil F'r ��n , i F,�:? � " ' M �" I I Ic;ri >> ,I Sid�m i� b^tet� ,C � i ! Racrs re F�t H��or�taf�iJewal( `:�ic;. [)ry Fi�e � Lic�hl r� — __ _ .___ � �.._,---- -------- (F?Jr.1� . _ HII Nf(;1C iO[t � .... ... f-;�:;C.�uE.i; F� �e(C�iSf�� `7 ._ . . ..._._ .. 3 �`1�!, P.:1'�a r�;�-:�;� Horilont� Siae•f,rail Hor zortal�c;ewali {�,� �F,g �'� (St�e Gir�,a} ��,�,� r,�. , a -r:�t�-,. r,� � - The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Eli�sf��d, Ne�ti� York 'O523 Model F3QR Dry Pendent Sprinkler Model F3QR Dry Pendent wtHB Escutcheon , � . .•A.Dim. �-� '�irrirn(0 1�t?mn,i t�:��rn � �� A' t?im. 3 � tri �f�i < <m n;�-�, ��r•,r�,� r� ' i�,� ir u ncren,;nt�. Finishes" Standard Temperature Ratings _ -- --- _._ I Sprinkler Escutcheon ____ a prinkler Max. i � ,.„ , ��ie�, '"^� �Ic,-tro�c�.> J�.i i�' .c,,ie+ic� )'i Ciaesification Temperature Ambient Bulb Color a � ,� ,�. ;, RaUng Ternp !JI/G ' � r,i�i;��y , C,; �3d` 'i Or3nge 11 ( ' .�1fU«fif` � __�_._ ____.___ � Jrr�ina rh�C` � � �t t3fl I Red � Nhi1��I e ier � Wt��le � s 1 ��) � li�tc.;n�,r� �t��.'' . �79°C) ''�� (66'C) Y�Ilevti �'��f�ther'n� hes ard�olors ara 3vailable nn •pec i�I xder, i �� Gans�It actory f�r ci-t 3iis, nte�m�,,. : f - �93'C} �!� �6o'C} �,reei� �'� r�l�us t�sted as � �orros�on Resistant�p��r J�.r�� ,�ar ,�rc� �31ack a r�'`�7 . �� 1��`��-- �J�°_F_L�Z'.41---t��t�e_.__ Whi�e �'�Listed and Certified oniy by cULus. "�Not avaifabie(pr HB usvutcheons Eiectroiess Nickel PT�E (Te(lon'�)" Plat�d s�rinklers, esculeheons and ' '�c ULos isted�orrt�sion�a4istan� ___ __. . _. __ _ cups are recornrnended for exterior aoplications- � � . hu 4 i . ...._. . ._.... . . .. . . ... . .... .. . . i h � , � �� i ; . r� � � i�� ' �� , ,� i -� ,-.�- i �,au � �' �.,, r<� � � � � �� .. � , � � � � r,.,� .. � _,_ � y:E c � � �s.�,»,� 4 '- - , F- nC��.q � '-.: .. ..'.. I..i[ .e.. s 11 e.. n � �i 1 3�h� '' M t{ �� ] ' Id3' ...-, + �� iy (.. rt.. :,.�n' ., r N�r,r � �- � � � ,;,�' z .� I . , � { ( ..�<<i+ �� z Q� , . ; /� �' �1 { � . i..... E_. .,.. {� � t r i, ,�, + I ! I � ii--�--° 1 � I.- � ° � t __ t_w" � Z s k � } � � ,x". -' '.c` ° .i„ � .... ' rw..�..n.� i ..ar .r � J__ 4 .�. � � _ t » . _ ( � L 1 + f � , ,�:, ,� } ' 1 �`-- - '-c a'; L_._.. r.. �t- ' T .___ . . _. ' ..� f }�� ',`.��.re•,w� i � i (�� % ! � , �� '�� ( i ,� �_ �.� , � i � .Ai.��...,�'� �� ; i ( I .,._ �+iN�,,, �. ` ( i ��•7 � ,_.. -� ;�,,! � �--- �-� � _ _ _ __ � _ � u4�_.�.�. .I Fig. 1 _ , , 1 ,__ _- ____ __. __ Note: l he sprinkler can psetriides '/�"when escuicheon is ir�noi�iinal Fig. 2 pnsitia�. Escutcheon adjustment provides-'/�"(-Gmm)Cu +1!i4" Note: ?he sprinkler can protrudes 1!/a"when escuteheon is?n noml- (+32mm)"�"nimension ad;uslment range. nal position. EsCUtcheon adjustment provides'�z"(-1�7mi�}to Spl'lllk�@Y GUaI'd' (V�OC�e� �-2 +%°(�-12 7mm) .A"dim�:nsion ad�usfinenf range. Sprinkler Installation Wrench: Ulodei F3 Sprirkle��'Jrerci� Sprinkler ldentification Number(SIN): R5714 - ---_ _---- - -__ ._._ __�� Model F3QR 13ry Recessed FP Pendent Sprinkler A"Dim. �3'I:� t��1F.i'{f3E}�T�rr�tn �?lAmm) � !F;�nm r;+��rn�•rL:�� ' � Finishes` '+'+�- ' r �u � ' $prinkler Escutcheon �_ �� ` � ( , —. _ ... . �x«f.._ .. r�t�. . .,r I ['�c',�ulE s ti ke'� I �;C�f'on'}� _r.,Ir,v�.s V� kr E �l 1 feflnn'}""�� ' ��„rr:ri �.,.�,. .', � --- .. _._ ,. ._._ -�� _._ , . -,�; ra : �V�n Pol � t r N��ite ' __ ,' .�,', � - — —___-------__.._ i Jll?er f�nshe�2nd<ol r��r� av�7�ble m�per�I �r-i�r. � �;e� 7 .� i" � `� I �i�ns�lt'z�tor�fc i c'r I-�il� p�Finainds�r�fiai_,nE_. � �,�,,� � � i Onl✓th� c ncutcheori etiiil cc�ni�in;esrr�d tinish � � �� , �� j �c�l�i.is �i.>(ed as �. �,;_�n'os�en Resistant sprinklPr in sran�i�r� i3iack «r v ;,,,,,� _ �,j�� 1�y , :Vhif�. 'CUI�1S� [ �(�:or«`�sir�n f�t� .istanC Sprii�4clgr � ; � , .. .- � : - 't rr «;. ,>.��; . .,..�, .;,:-� . .: �.up;nrf -cul_, c,r tlt:t,l�le ., �l�,.K� , ;<<n i', F��3 ea�i � . ;I t Standard Temperature Ratings , ��`' � � . .. _. � _.�� ua:-ena � Sprinkler Max. � � n� � � '' � i Classification Temperature Ambient Bufb Color ` � � i'� � �! � I 4 _ �� ..,...: . Ratin� Temp. _ _ . t � ! , . .F.�: r .�_ ' , r„� : ,.,.� ,. . ..,_;-. ; _ ., iY'f .. ...'�..j , i 1?' . ,t . — � .�� , f . ..., , , .. . : ,.'. ...,��,.1 ; -� ;-. ., . i �. u"Yrmea'�� 175°F (��9 t,) ��'r'F (C>t�.,) � 1ir74, , -, � --- f �: �i cirl�e�ii;, 1�(}'� j93`.;) itiii°F (fE°C) i C,rm„��.� , , . �,-.. „, :_J -li��rr�n 78fi f�114"C}_ �25'F(707�G; �� f3�.e__ FiC� ;,� _ � S�;nNdar;�,�p,grd F �.curcl��FO��iahncated o(.,,.�el��3r�d rn,,�i�mmendeci No1e: ?o noi instal�rhi�;V1�r.i�ef F'3C:4 Lr�t�Ze�,�.:;sed I-I�f��ncleN,Spriit- fcr;nlexio�zppliCaUon� xler in t;eili us�h•P�icr�have� E;o��LvF F�res;ure in E,�r.e above ''�isted and Gertified only by cUL�s. Sprinkler Installation Wrench: N�oc�el X�C}2 Sprinkler�Nrench Sprinkler ldentification Number(SIN): R5714 'DuPani Regi,Iered Tra7emark � Model F3QR Qry Pendent Concealed Sprinkler `A„Dim. �� ,�, �� _ w, _ CCP Cover Pkate Finishes `� SYandard Finishe5 Special Application Finishes " i"{ * " `� �� i .k- �:-�r �>,d 3 ie�� >.s ��'� � - Wtril: �=at f .il�,ci � �=c�CK' iiil?I � , .. .,...-� ._ ; �ff'vlhit�? � � � � nr�t � ,. � �, 1 �r �,„ .�wr�.� � _ i�atir��hromc �� _, ! �e i.f,m.� � �"Utuize tr e � ? �.�ier E�I�t tii�h 9 8 tolal 3clp� 1mai,t. �� " � ' . �y izaOth�'rri�-h� �,t��oi r> ��r.jv,l�t�_,on .,,�,,, . �r;F�r � ��,,� � aP ,v;E� ; ' � �; ' _a , [ e 5'„*'] } ----�r"3� I 'Jf ��t«a�'-�� I�f�.0�Cli]�:.`.. � " �� % I j i , 4 �. Sprinkler Cover Plate � Max. � �� =�, � � +—'—* ,� , , �� Standard Temperature Ratings r � G��,« , i I ; Classif�cation Temperature ' Amb�ent j i � i � "en'°> ( Temp Rating L .1 ° ''- ' ' � , Rating Temp. i ___ - ----i i . ; Ordinary '36 l�7 C, 13b` (��°�� i00 ( �38°C); '.,' �a F 1 a ( _ � - - - - t�l �- �'�a ! � � _ .. h� i t7rdinary � 15� r?'(;, 135'F (57°C) 1QC?°F �3'C) � ' ,. ; Intermediate�� 175 i 9°C) 165'F {11'C1 150`F (66 C), � �e�,�� ' �� --- - � ; MteringdiatE 200 - (�3°Cl : 165'F {74°C) 150°F (66'G) • i ,u.. �,3 •.,.,,,,�__) , _-�� '" � 9 �� 286°F(141°C) � 165°F (7h°C) 15Q°i- i66'C) �� r•7 ��rrnt �• ' . �; i Hi h� ! , _ _ _ . ! _ - -- �:;rir✓�r ^iaE� t,3t} �at�� f ;,��e� �nc C�.P lr•r Patc ahn,�,�t; of Fig. 4 bras , �r<,c, ��ncnriF `,. �;��r c�.a�;p�i� , ,r_ Note: Da not:nstall the Model F3�R�ry Cuncealad Pendent Sprinkler in C�iling;which have postive pressure in the spa�.e abt>ve �'�Listed and Certified only by cULus. Sprinkler Installation Wrench: Model XL02 Sprinkler Wrench Sprinkler ldentification Number(SIN): R5714 Model F3QR Dry Recessed F1 Pendent Sprinkler � ,. E1 �IIYI. 3�� 'O d�5 {?�n;R'jv �1`-f(rI^' i^ -.S ,nn m1 If r,fC'"'gli[g� , . . ..... . . . . ....... __... .... . .. �` -� i :_.. Finishes��; � < ---��,,, � � � � ��? - =, . --._ -- - Sprinkler Escutcheon Coliar � I^� ' t �`� ` , , --_____. . ._._.__._ � ; .;i�at. ..a..�'*?�'� t y;q . .. _� . , � --ti.� 3 � '�r� � ;, i�ei IECtroie '�i�kel � �i.s; tJi�;xel , Z I! r finr ) - PTFE{T�(Icn";=� '!� � (Te(lon=). � 1 •,� �" _ C��rome Chrome Chmm� �, ,,.., N/t i e �lyr i<� 1n,hit� White � � � —'— "; - — - _. _---__ ____ t . � �th�r nn she5 .n�r,o!c� .r��v.il.3h F_�n,�i,�,i�if::�r�tr � �1 _� ' � ��5� Co It aalor�r lor iet ils � r ,_� � i [ `"' '"'^� �a�� <«, � `r . cl'Ln �ist��: ,s �. ��ra,��n R�si�l'_ai�?C SF�ni�kler u .>t�?nd.�rt3 �31��ck or I j a- i 1 'ft,`;�,i�, , � � � „�, �, „ �, -: .��,.,. ;,; .,� .,� � ; � � � rF.� , � , � ( . � , ,; � u � � � 5=�Th, � Standard Temperature Ratings ; i - �f � F t � � r � "� , � r � . Sprink4er Max. ___-- - �---- � �`��.�::,. , , � : � Classification Temperature Ambient Buib Color � i � ( yt'- 1 4 Rating Temp. ' ` ,� �; � .: �, vt�i"srFr s� r . �(1 . 1 � �,�i .. � ;�ay� , ,.. � :?�dii�r3ry ;Sb"(- "6S'i;; iU0'I ;�d ", r�.<; i:; � „.�.. .,. � _ _< ,:-�.,.�.., �� init�rmrdi�te�' � 175`F {7�°C) 15� F t€�6`C) �� Ye!ic,v� � � __ _ - _ ____ Inieim�,�9V:atc: 200`F (y;�°G} � 1b0 �- �Ec,`�1 Green r1� � �{ig-� � ��ir3`��i1"�� __, F ��7`,_ �;lue � ''�Listed and Certified only by cULus. Sprinkler Instal{ation Wrench: ��ilodel XL�:�2 >prir�kier�Nrencl�. Sprinkler ldentification Number(SIN): R5714 `DuPont Regfsteted irace�.rnark :i Model F3QR Dry Horizontal Sidewali Sprinkler Model F3QR Dry HSW wMB Escutcheon �,.Dsm _ .,A.,Dim. , �, , t;`+n�i��, I tr r,�� .. � �1� ti�ii t r fF,' Finishes � _. Standard Temperature Rakings � Sprinkler _____. __ _.__Escutcheon _,__, Sprinkler Max. �f �. � � �: .�n�;"'' ':wroiea; '�� ;� �'' ' .�`�„�`�)' Classitication Temperature Ambient BulbColor 3r_,s;�=� Rating Temp. �� mr r�n�� rdiner� 1 3 - �v t,�o � I ' �_�_ Vt,il�: �i t-F 5� ,} r,r-;e; 4_._ � __.. �,rdinairy 1� � hc� r�) i�(`F t38-') HP i ' C�1her fi itih�,s�an i��I�rs:�rc�vailat�le on spe�,i 11 rxder Inter�t�t�iate�'� t >'r ,7� C i �GO°F ,6b i,) f Ilo�v c�nsi ilt f�c t��ry t�,� j�'.3�I; � t.l i�i.is. ��.,!..d <i., .� ,�,ri,�su� :3�si:,.<�r�t ��G!Ir�kler in sl ir dard tilrek ar Irilena7!d��te 2Q0°� (�3:-°Cj t`�L?°F ;(3�J°!'; c:;r� ��n wriiCe � h�ligh �f3fa"F(1�11„G) :?�'S"F{iq"t"t } Filt�e �"Noi availab:e for f��IB escutchieoi7> � �4 t"'c;Ul._�is lis�eci Ccrroeiun R�;sislant �'�Listed and Certified only by cULus. � __ _ ... ...._ _. - -- _ ; � � _ � ,� a�� i .,.. � ,_ � �-- � - . ; '�. :,.Ir ;d � --s I : � Q�_ _' ._ i i :.a� _ _ . � 3.�.� ��( ( � '� a ,�....,. : � � t � �� ... j � ,py v�i � � , � t ,j�� .�i � � t _ � � ,. �- ., r��„ C.,..��.I_a .s�l ^m � � � �� .t �^ .. � ( I � ,., �, ��»_�: F �'; • � j � � ' � ii � 1 - _ h. —. , �� !�� I;�� „' , - ' ( �.�= t ' ' � r.: r + � i , � �.. ..- � i� I. � r r ��,�y�� , �'4 � * � � � .� � ;�' � �� '� 4 � � �� '��; __� _ - °t�=`:�� F�, , �;�, � � " ..�_ i ti . � t � �� ,� .u�r��, � � � �, , �� - , � �€ ,�, , � � i I � � 3 � � � � � � ' �a � , � : � �- � �� ; : , , � i ------ „ � ` � _' � � ; � ( � � _._ _ - � � ,.�� 1 - � ' �\ � � � �-••x � a�� i J ! �-v I I .�r k � N.. F . " , �� , ' ,.� � �� o �^ �r,-.n�� or.9a i �. ,i � ��+' '�. on __"_.,.� - .-„� '' ' t .,In�.: o,tlon � ._�.. ?1,��. i:..it ' _' —'__—'___ _.._.......__'__ � . �-,.... .�,...� S .. .. . ._ .... .,� , ' . ..3 -.,� _..,,. 1 � ,r,r . � -� ; _ >r ; ��,g, � ��Ig. 6 Note: The sprinkle�can nr�tr:�des t'/a" when esculc^e�on is in ^omf- Note: Tne spnnkler can protrudes 'L,"when c sc.utc�ieon is in nomfnal nal p�sitit�n Escut�;rieon adjuslmenl��ov cies. �z°(-12 7mnn}t� posilion Escu(cheon adjuskrr,ent provfdes-'f"`;-6mrr,)to +1'%a" +!'��(t 12.7mrn}"Fi'dimension�djusirr c r.t ranye (+32mni)"A"dimension adjuslment range Sprinkler Installation Wrench: Moc�el F3 Sprinkler Wrench Sprinkter tdentification Number(SIN}:R5734 _... _-- _ _------ - _ _ _ ---- ___- ---_ _ _ Model F3QR Dry Recessed FP Horizantal Sidewall Sprinkler A..Dim. ,'lfi;lirn• . . 1'.3rnrr>) iflr�r�� t� Finishes _ _._ _.. _. _._._._._---__ ; Sprinkler __ ___._ ___ Escutcheon ; � [ ..�r�IF ' 1�> ,�� ' ` � . .,`��s(��it'K `'�i I F Z��etlr,..n"_�'ia� � - _ � :.�� i Es.;r�:, B �s�; _ , � � - -- , i t "ltOttlP _fi((3fT1B ; � '.. ' IVhIfP f��_s Pf!�'_ bVhilP. 1 . �_ t � ` -_ -- -- � �,,-- , ` It��,rhnis csar� rlcr <r i �r 7� �pe a�l��rc'P�. � � `tt' �. rr " ZE P 7� 8�� "x�� `�"� onsWl �c,tor.f(rn dPr3 ti q r , �ii mai cnnr i�he . _ ( l)I_�,s i i.,tNd :,., .a C,�,,rosi�,, �+�.:;i5�a 1 s�rinhlr,r m nt nr',ard B1ack or } ! } � J t I 1 f . L1rflllE. � I . " �� !ll us� is��d C�r osion R�sistanl S��rm{cl�i „�„.�H�P��,:« _ + i.,_�._; !. ikleF ar �j�c1 �E;cut�r�<�r�Elt�t�Icss tVidce�l p I f L(Tvflorr�°)' - - � � ' ��<�ii r,r,,iit�ma�t��t�r n;c(t �) ]p' .r�-�r� ' � . . , ( �., ., _ _ Standard Temperature Ratings "•"` ' " `" �� . • � Sprinkler Tem- Max. , � Classification ��rature Rating , Ambient Temp. ', Bulb Color ' ., ,. � ,,,, ,, , . , . ,, ,., r s� ,.;;�. � �ic�. .� ,i ,_ir�, � � fr,b `�j (1G`F'� r.�3 C) i�ted Notes� _'r� rn'�l in.,��all �he ^.1�del }3r.tH i:r�; ke�,t��sse�i :� I-I_m��{�r�l�l , t� ��ac a'e' 1'_,`F t77'Ci �15C)°F (bh'C} �Y��:lo�s� ��, ;idc�ws�'J "�irk�:. . �nal�svoh:ch��<, � , ! F '��.;�uur>q�i,rE;��rr.��rE� � I��?�ir „ � �Q,�F (��(;, t��C�°F if?6°C) �,1;�^cn j �� 1��sp2ce � V,ir;r�� "8F�`s� i?-it"C;} .'?5'F(1t;J'(;} '�h.i.' �� :ste;d r�,; ,',J,��., �,r :�.tt E, ��-;Eit:r�se :a,pp ;UC�i by ��.� ro, "�Listed and Carkified only by eULus. ,ianda ti-:sp��r�s� : c_7�ionz�nt I ;i�lr ti I�;printi r ;re 6 l tj nr.'I� t Li�a �Jp!'Iflk�2t'�t1Sfa��811On WI'@IICh: r +r(a I,ii<;n cr rr��7 4"�1 )�n rr�;;-i in:x 6 � ;�nnr,��t tn'<< MOd2l XL�2 Jpi!r�kl2C W?BnGh � �,�;�nd ap{�r.�v,;u bV(P:F�,r;n;la�i':;n of�riin 4'��;1�Omml Sprinkler ldentification Number(SIN); R5734 �,-.,.,x ;a�;�t;p,n,r:1 r �c�e c�,ii,n�� •�?t�pont Registe+'ed Irtlr�umarkk =�. Model F3QR Dry Recessed F1 Horizontal Sidewall Sprinkler ,.A,.Dim. ;,,rr� �.iirr�� =� , � _ _ � S �� __._ -- - -- i � ._... —"-- .';�, � . ... .. .. _--- � . ..,. . ` . .. ints e pnnkler Escutcheon Coliar � � __._ _ ____ ____ _.. — __ ;i . � , ��,,.,• `. Ll�rtr. ia,� �1 ckel Electr�le s NickPl NP�trole�s��ckel t '`` �� PTFE(,T f•oi �)�''> PTFE(Teflon�')" I��E(Tefon�)" � r r �—� � y� � i Chro}e C'hrome Chrome � � �f7= 4=" U�h;CeP:�i �sier�z, �ryh�te �Nhit� � � � � i ;�=� � .,.,...��, _ .._.��. _ ( � � �'�Otl?er finishes and colors are avad�ahle on specfal ordec i ` 1 _ Consup factory t'or detalis. "�_ � �� ` � �� d �'� cU�_us �isted as a Ca�osion ResisCant sprirker in siandar� Biack or } �- i ; �, ,, , White. 1 �� i � � ,�:,�„� � ��%t�ULus�istecl Corrosion Aes+s'3n!Sprinkler. � `^ - � �� ;r� t � I wcrze n �� r ::. . , �.i 1 I �; : Standard Temperature Ratings ��°��` "� ' �_ �-� �� _� � ��--� i r^ s Sprinkler Max. , ; �,, : __ ,.^f "srr,„, Classification Temperature ! Ambient 8ulb Color - � �-�',.,'F�,� �-: Rating Temp. ._._------- __ . __. ._ ___ _ j F,g.9 Ordinary 13:� F 7��°0) 100 F ,38°C} Orarige ord�na�y 1,!- 5a�c,� ; �o�� f �se°c) r�ed • L;s[ed F�y cULus fQr Quicl<Response.Approved by � mte�media�P � ; i�5°� (��°c) ; 15o F ,s6°t,) � veiiow i=M for Standard Response. � interr�ed�ate `�� o� �� {93°e) i ?5o i ,ss°c) ! G�een �� • Fiecessed Horizonta; side�rrall sprinlders are listed i-t;�n �� ae i��°c� zz5 F ��°��l ; ��e adith cULus for installation of min. 4" (100rnm) - to __ __ - �'�Listed and Certified ont b cULus. r�tax 6°(15Gmm)belpw�eilii�g and approved by Y Y i=M far instaliaCian cf min.4°(100mm j-to-max. 12" Sprinkler installation Wrench: i300rnmj belew ce�ling. Model XL02 Sprinl<ier Wrench Sprinkler ldentification Number(SIN):R5734 Technica{ Data: Qrdering information Orifice Size; '/z°{�5r,�m) Spe<,ify� Thread Size� 1" UP�T pe�ANSI BZ.1 1. Sprinkler Type Qselect onej: Working Pressurs 175 r�i{12 bar) (a) Model F3QRIDry Pendent Norrinal K Facter-l)5 J(Metric): 5 6/(80; (r�)Nlodel F3�R,Dry Pendent/F-IE3 Product Description i�:) 1�odel f�3QR Cry Recessed FP'�'ende��+. R�;iiable�1odeIF3C�RDryS�r:rklcrsarequickr�spensc;sprinWc:rs td}"�1odei F3(�R Dry Recesse:-i F1 ?c�ndenl utilizing a durat�le 3mm frar:giblP glass bulk�. TI-��s quick resT�or�ise (e)Model F3C�R Dry Cr��cealeci Per7denk ena�les these sprinklers to apply water to a fire n��ch sooner thar (`)Mod2i F3QR[�ry f-lorizontal Sicewr�l! stard�rd�c;rpon:,e�sprin'.ders of the:;imilar temper�ture r<�ting. [,g`�,�1�c1e1 F3"t�R Dry Horzontal Sidewa111NE ModeiF3QRDr,�Sprir,Mersare�ntendedforuseindryancipreac- ('�)Ulodel F3QR Dry RECessed FP Horizon:al Sidewa:l tion sys�ems arid in areas sut�jec;;ed ta freezing temperatures,suc�� (i i N!odef F3C�R�ry Recesser, F1 Horizentai �idewall as free7ers�nd unheated porticns inside and outside buildings. 2 Spnr�kler Tcrr�pez�ature R�ting. Envir�nrrenfs wherein dry sprinklers�re employec! can be cor 3. Sprinkier Finish_ rosive.For ihi>re�,:,r�n,Pv9odr I F3 Sprinkl�rs hav�a speci��l wax fillct 4 Escutcheon i�ype (F1 or FP) placed in th�gap bePrveer the cup that supports!he bul'�and the 5 Ccver P'ate;�;,cut�h�on Finis°i. Gvrench:ng boss.This tv�will r�ot interfere vvith t'hP opPratic�n o((P�e 6. (-ength: sprir�kier, and it prevents �onta!�;nents frrnn enterinc� rhp i;iternal "a° �Jimerision(face o�tee to faG�of ceiling or wail)in'��." �cri��n of::":P c;rop nipple.The w�mi�st nct be rem:,veci (hrnm)incrE:mer�t>. ��On �_ Niodel E�3C�R Dry Pendent {aj is available without Tr r- g;ass buib ccnsists o` ar. accu��ately ccr�troiled amc;unt c;f sprink er:;ar� ard escufcheor-. ;��eua( i� �c1 he,rrnetic�zlly sc,al�,ci �nsid�, 3 r�r�c,�SF ly rr�r�ui��ct�red c�lass aE ��E� Tf i�al�ss bul�.i�s�ec,��lly ron�.tr�c rr ro�rovi�� Note. fasttherma�response Whentf�etem�eratureilTCre�sES.uNicientl��, � T��e ��,A° dirr�ensi.�� is based on � norninally �auged duE, r, 3'iip,the t�ulb sr:att�rs a le�u�ing o�;era'ing parts to t;lcar the f� P�' t`�read "rr�,�,ke-up" of 0.600" (15rr�rrj per ANSI �.vafeiway. This enablES khe inlet seal to relaase air c�r Jv�ler ard g�� '�`z t�r�ead� appr�ximatei��;. subsequently, cause water flow o�,��r tr�e c1�:flecfor in a �.aniforrn � �<< platings ar�d paintings are decorative ar,d �ntend- s�ray�a�tern,controllin�or e�inguishing Che tire. ed Gor intcr+or use °GuP�nt Registcred�iradcrnari< S 1 General Installation Instructions Maintenance P�9o:�lel F�C�R �J y �pr��nl�;ers rncst be ir��stalled oniy in stan- The Model F3QF� ��uick �es��crse Dry Spr r.klc��s snould dard (A.NSI B �t�3 clas� 150 �nd �NSI B 16�2 class 125) be inspected �nd the sprinkfer system maintained in �,ccor- pipe te°s in the horizontai�osition,eve!�at branch!ine ends dance wiih NFP,� 25 '�o noi remove the factory� applien They sho�:id rot be installed into elbovvs or�i�,e cou�?lings therr7�ally sensitive wax fillet b:;t�vveen the bulb supporting located on drop r�ip��i�s to -he sprinkiers F;�r tt�.ese anri c,�:p,�nd the�sirencliing boss (�30�,c�t re�lace triis wax wi;h a other fittings including CPVC", the dry sp�inkler sriould I�e substitute substance. an Altern�te substance rl�ay Gr;terferc inst�lle�d into�fi�ting t�allow protrusion irit�the f�tting in ae with proper operatic�n of the sprinkler.Do rut c(ea�sprink�ers cordanc��vith *•.he diagrams. The "A" dimension of the dr�� vdith soap and �vater, arnmonia or ary other c;eanirig fluids. sorinkler, which extends into the freezers or a freezing zone Remove dust by using a saf� brush or gently vac!iuming !rom�.vet pipe sys�ems, should be selected ie provide, as a Remove any sprinkler which has been painted (cther thar minin�um, the specified lenc�ths in inci��s shown in Fig. 10. factory ap�li�d} or damaged in any way. A stock of spare ution: sprinklers should be maintaineci t�aliow quick replacement �o not instalf M1Aodei r3QFi Dry sprinklers into CPVC of damaged or oper�ted sprinklers. Prior to ins?allat;on, acfap�e�fitCings or tees !I,at have a�� internal obstruction. sprinkicrs should be m�intained in the origi��al car!ons and This will damage tne sprinkier anc�/or ihe Fitt;ng Reter to pack�ging until used to minim�ze the potential fior damage Fig. t t. to sprinklers that would cause imprcper operation or non ope�ation. D�:inc� installation, Che fo!I�winc� steps m�ast be io�lovved: Caution: Usa specified by Rr'�SC� wrenches or�ly, •�rrhich are 1 �ut the speci�iea size hole(see illustrations}fcr the sprin- d��sgned tc engage sprir•kler's+��r�nching pad. {Fig. 15, kler in the ceiling ar wall direcr.;y in line with the tee. pag�9} 2. �lpply pipe oirt compound to the T' (25mn,) p;pe threads anci install sprinkler �ising the Model F3 or XL�J2 Sprinkler UVrencn as specified. 3. Install the Mode FP push-on ,' thread-otf escutcheon or CCP cover plate if required. Note: Installation of tPie�,�lodel F3C�R Sprinklers is not rec- ommended n cop�er p:pe systems, as this may reduce the life axpectancy of the spri��klers. Model F3QR Concealed and Recessed In- stallation Instructions • �nc; Mod�i XL02 vrrE;nc�i (Fig. 1�) i> aF��iuneci tc 'o- cate o�� the �;vrenchir,g pads of :he recessed s�nn- kl2r�vl�iie centerinc� in the cu�� i�, s•'.and�rd ',%�" driv�; ratche?rnay be used*o ciriv�;his wrenci� Fig 13 and Fig. 1� shov+i sequentiall;�the insertion ef !he wrench First the�vrench, with its jaws abave the sprinkler de-� flector, is moved laterally ui�til centerc;d with the cup. Ttien raise ti?e��vr�,n�h iilsic7e t�i the cup until its ja4Ns engane the ,prink.er's sqiiare �r,�rr n^n;n� ��ads (Fig. 14}. T� remcve ttie �n�rencfi, tollow this proce�iure in reverse orr�r Care shou:d be tai<f=,n to :void ;�ri''Kirg the defiecter �,vi�'r. the�vrencf� • P.�todel F;s 4^lrench (Fig 1�; is usetl for installatic�n c.�' Pencert and Harizr�rir�, �;ide�n.��_ili sprinKic:rs. • Class bulb s�;rir:kir_rs hav�; orange bulb prottctors 'o mmimiz;; bt�lb dan�agc c:urin-� s;hiF;p r:ra hanrj;ing and ins'allafion REMOVE I I iIS P�iO"EC I ION AI 1�-!� TIME THF SPRI(`1K FR SYSTFM IS F'LAt�C[� IIJ St-R- Vlt:',� F(�R t=1RF :='RCTECI10�1. Remr_,vai of rh�:. pro- ".ectors be#cre this time m�y IEaave the bulb�iuln�rabl� to dr:rn�jr,�; -ii1:>t;;� �v1�rc;nch.:> -�rc desinneci to install sp�inkiers tivhen covers ::�rc> in K,ir�ce. F?Fh�10�F PRO- TECTORS BY Uf�IDOING rFiE CLASP BY HAND DC� (`,IOT USE TOOLS ?�'? ftEtvlO'J�Tf i�= PROTECTCFiS 6 RECUMMENDED EXPOSED MIM MUM BARREL L�NGTH BASED ON AMBIENT TEMPERgIURE IN TH� �,ROTECTED,,�RF4 (STANDARD DR" PENDENT SPRINKLER SHOWN) I4STPLL t '..NCH NPT 7HREADED END CF ORY PENCINT SPRINNLER —_._...._._____ ___._._,__'__'__--_...�..._ �7 pyf+E INTO TNE i INCN NPf SIDE OUTLET E%POSm BARREL OF A NAl1EABLE iRON TF£FITfiNG AM8IENT ,WBIINT IDJPERATURE r�'�-._____ .r--� PER AN51 8 16.3(C�USS 150) 14APERANRE .___ °i__ . �--6�._:� PER NJ 11R8 4 T1IREADE�2IEE FTTIiNG O�PROTECIID 10'F 4'C 50'F tOC 90'F 16C _y ya�ua-- y�� ( ?ornv. riRFA+AT T}+E ° -�--�_{�� =�- OISCHAftG£ENO IXPOSFD A1INIMUN BMRFl LENGf}I" �_�' �� °7" ._ OP lHE SPRINf(LER (FACE OF iEE TO TOP OF CEILINC) W---__ ---+ ,-.__�'E�;---, IN. MM IN. MM IN. MM r�� -`"'� IF HUMIOfTY AND TETAP£RA7URE DIfFERENitA1 4QF(4'C) a 4 0 � CAUSES CONDENSATION ON T?IE IXPCSED CRY 3dF(-PC) 0 0 0 � SBMREL W(iH�NSU UO�OMIGI SUU NCS� 20'F(-TC) 4 (101) 0 0 iME OP EOUNALFN�. 10'F(-t7C) 8(2W) i (25.1) 0 I PF(-IBC) 12 (�05) 3(75) 0 MININUM (�qTED AREp) S£AL THE CLEARANCE SPACE -1RF(-2TC) 14(35B) 4{tOl) 1 (23.1) ��eU ARWND THE SPRINKLER TO AVOID BARREL LEAKAGE OF AIR INTO TNE PROTECTED -2PF(-25CJ 14{758) 8(154) J(75) IENGTH i AREA ANO CONSEOUENT FORMATION CF -30'f(-34'C) 1B{408) B(20J) 4 (tol) � C�ULDNIN IBITROPERA7 N OR CAUSEICH -IQ'F(-1A'C) 7B (d57) B(203) 4 (101) PREMA7URE OPERATI�N. SEE BEL�W :'OR RECOHMENDE➢ METHODS. �A� CLEARANCE -57F(-46C) 40(508) 10(254) 8(152) DIMENSION y{p� -6PF(-57'C) 20(SOB) �p(2gy) B(152) � •THE PRO?ECTED AREA REFER"TO niE AFtEA 9ELOW THE CEIUNG. TNE AMBIE"1r TEMPENATURE IS THE'EA/PERATURE A7 THE DISCHA(tGE ' Q!Q OF THE SARINKLEFt. fOR PROTECiEb AREA 7FLIPfFnTURES THAT OCCUR BE[WEEN 7HE VALUES � L:SfEO, uSE THE NIXT CpotER TEMPEI7ANRE. �'THE NIN. REOUIRED BPRREL iFNG7N IS NOT 7NE SAME AS iHE 'A'OIAIENSION. CEILING� —ESCUTCNEIIN NOTE: IXPOSED MINIMUM BARHEL LENGTHS ARE INC:USNE UP TO 30MPH WIND VELOCfllES IN THE PROiECTED AREA. (PR�TECTEO AREF) r-1'�_ �`RECOMMENDED EXP05ED MINIMUM BARREL LENGTHS ALSO APPLY TO HOR(ZONTAL SIDEWALL DRY SPRINKLERS* RF,�OMM�NDEQ DRY SPRINKLER SEAL ARRANG�MENTS w� �� STANDARD DRY PENDENT SPRINKLER SMOWN� W�p�PE iY'-._ �'=�aa��wr�v°;,..m�R„r�°.-�� r=-- r -�==�=�===r---�(¢- nu m�° � t�r _;___.� "_ �gg��__:x. ._-!� -�- -,--�-- :� I� ` ' � ' .� ` � , , � , .._.. �.___ n a ._...i w__ .� � - ��. _� _ - .___ l i—Fl �—^�� ._'. _._—_. L.r'��} ...I � � _.. 1 i � ) _.�._... ""_ ........�... �' Y_ __ i- � cHEATE➢ AREA) MINIMUM <HEA7ED AREA) M[NIMIJM E%POSED EXPOSE➢ BARREL HARREL LENGTH DECKTiIE FlASHING—�� // INSIDE FACE (((��SFNL LENGTH :SEE AHGV[� RASCO �4003910 / V �� I J CSEE ABOVE) (RECUMMENOED) 'f � i'� I � i � {— CIFARANCE HO� � ' � � �' '. .. . . ' . .'. .':' .�.'. . ,., ;-��.� IMSULAIED F�RF'F2ElY.- i � OR COOLER S'lftlN.`.TUT+C � � OR IXiER10R FRMfING ; .. .,. . .. . '... . ::'. ,._. :.�.� _.._� .. .:..... . ...... ....� � ........ :-.':':.�. .,...':' I :'��' ... .'.. .,y�,, J,�.. � _' ��.�'. ... .. ' �— � `�_ "�..._..,.....�_.v.. ----�DRY SPRINKLER � - DRY 5PRINKLER CPR�TECTED AREA> .....N �� GoR�TECTE➢ ARfA) —.�.�....�m IN C�LD/J2E1 � NEW157FG7D i—It� �� *CAUTION* DO NOT INSTALL MODE� F3, MO�E� F3QR OR MQDEL DH56 HSW DRY SPRINKLERS INTO CPVC ADAPTER FITTINGS OR TEES THAT HAVE AN INTERNAL OBSTRUCTION. THIS WILL DAMAGE THE SPRINKLER AND/OR THE FITTING. CPVC ADAPTER FITTINGS AND TEES WITH INTERNA,L.OBSTRUCTIONS ARE ALSO COMMONLY FOUND DURING THE RETROFITTING PROCESS OF RELIABLE'S OLDER MODEL G3 DRY SPRINKLERS. INTERNAL NO OBSTRUCTION INTERNAL OBSTRUCTION FEMALE tEMALE PIPE P/PE THREAD ------ -- THREAD -- INCORRECT CORRECT CPVC ADAPTER CPVC ADAPTER FITTING OR TEE FITTING OR TEE � � SHORTER LONGE,q INLET = INLET � � -= � � - —= �—�-_-, �_-_--� �------� MALE MALE �� _=� PIPE PIPE� THREAD THREAD MODEL F3-PL. MODEL F3QR-PL OR STANDARD MODEL DH56 HSW-Pl MODEL F3. DRY SPRINKLER MOdEL F3QR OR MODEL DH56 HSW DRY SPRINKI.ER �E St.IRE TC7 Ot?aEf� I�NE C'G�RI?EC�T SF'f?INKLEf?S F�K YDUf? APPL lCA TION o�sf�aa� � i=,�a a _ _ _ __ . _ _ _ _ ___., , --_------- . . _ � ' � � � , , ; I � � � , ; , � p{. �� _ ! �� , ,,�,��.��,.� �� , "� � ; � � � �� __ , ; `�. -.�{ «r*.��; � ��„ "� � � � i �~- � �'' ,. � > � ' � � �� , ' `�' � '"'� � ' � '� +� I ��. � � �� <� �� I �, � �..... "r'��„� i � a�, •�",' {r� � �. � �y � � � : � I � y'y'� �Y.�±� . � � u�d. '`./f„� j '. l � � � � �� :� i '�. „ �. " -�a�� '. � 4 _�_�.__ , , I _._..- - _ __--� Fig. '2-XL02 UVrench Fig. 13-XL02 Wrench Fig. 14 X�02 Wrencn _ ____ __ ��, � � f � CP��4�� q�� ; "�`� '�'�I'''��i',r�� , � s� � -�- ' � r LL, � . �.�..��; "�' ;,, .k�..m.__ �_._.�__..__ Fig. 15-F3 Wr�nch t� Reliable . . . For Complete Protection Reliabie offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge vaives • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzl�s • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connection Tf�c.equi�„ru�.n.pr_�c�ntr.d��;hi.,a�ll�tir.-�to Le��i.>ai�t.d ii�;ccordar�cc wi1.h iho��i;c3l p,,;t�Ii�hecl SIa ut,rus r�; c��tional 7F�Pro!Eetion Ass�ciat o�,.r�;tory '�1t;.,i,��i��„F ar�-h C�rE,.,��,cr,cr=�'fier,>�mi��r:�r�_7�� z��ion_ ir d<also�:th rhr�p t.visions��f�ov�rn�r-. tal��n�,,,�r{,rj�r�.�_,s avh.r..,,r a�r�i r:_able �'��ducts�n.��cfaclur�,d��d d�„t�;i��tea ea f Reliabl�;ha�,c bci i orr�t�'cli y�ifo arid�r;x�uU.�'c�ov�>r 9�yuars.ar a�i� -��s,,��J an<i>cr��cv�a i�J,r., -;osl highly ,a i'y�� r . -:. ;=�ir iN-,, � ,��,,, t; C::a! ! I .;;r] ��„ ,��,��1 t t .. �taiF, ,� �.,ti.t-3��d(�;rr.�rr'� �r��.< i< i is�� The Reliable Automatic Sprinkler Co.,Inc. � � �80�)43'� 1588 Salcs Of(icos � •- �� 8t10)�18 ��C5! Sale,s Fax "r�� +aia ��t d)u�a 21;42 Cor�orate O(!ices `� �:��nruv r�liablesp��nkler Com internet�ddre;ss r, �r,m�.;�n:l S a "1�? P'�a31997017z� sG a aoon uo�jea„o,u�i��,po�,� � HJt1j t , l t�{qu�2ssd a3��u0 0�3 Ris x(i1a9)00081N ,z/�l tlbEEf3 ----- --- -- � _- -- _ - — ---- - i H�d3 t L �iq�uassy C__ a�i�ia0 ,��%�X!�a�)Q008b'V ,?ii l 'd£F,�B � ��' — ' -- - - — -- ---- - ; H�tt3 l t rtiqwassd` a�i�ia0�,Z/�X(/1�910008W z/�l bZE£8 �. ,_.. ._- ------_ ,., _. -- - . ---- - -- - -- __.__ __. 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N�t/3 L l dlqwasst/ , a�i�u0 ,zE/��X(OHl) L108W �,Z �_� a£trZ8 �— -- _._ ;,__ _.__._._.----- — ___ _ � t H�b'3 l l +�IQ�assy � a�i�u0 �z/�x�CJHl) L108W „Z bZtiZB __....__.. _� _-- ---- - — ---__. __ _ ' H�tt3 3 l l (IQwassy f a�i}i.ip sy�x(aHl) L 108W ,Z a 1�Z8 � p�2Jul f .... .-- ---- �— —�---- -----._._ ._.._ ._. ._.. _.. .._ .. --- - ; H�d3 '� l l �Iq�assy a�i}u0 ��g/s x loHl) l 108W ��Z a0+�Z8 I l 108W �� 1i�Fl •�p�apap uo�eg sse�� uoi�duasaQ wa�{ UI wall�9tl wnw�ww �a}seW wa}� �r � _��_� a r ;�:-l::; � ��. � A Q:; . � . $ � i M.. � ' �� Product Specifications ,,:-';�`�•;z - _ �rr��r��;r,� GF Harvel�' BlazeMaster°CPYC Fire Sprinl<!er Pipe `�.�.��' Application: Dimensions: Corrosioi� re�sis��n�fire sprinkler pipF�, LPS sizes 3l4"througl��3", U1�Harvcl Blaze.MasCCr Cf'VC fuc spriilkler pipe shall be for use in wet automatic fire sprinlder systems. Wnen installed in �nanuractured to St�andard Dimension Ratio(SDRj 13.5 � aeeore�anee widl GF Harvel's InstaIlation Instrucrions,this pipe is dimensio�ls in strict aecordance,to the recluirements of ASTN Lisled by Undeitivriters Laboratories(L;LI for usc:in: Light H�v,ard 1�44?for physica]diinensivi!s and tolerances. Fach�roduction Occupaneies as defined in the Staridard Cor Irisiallation�f ruri of pipe manufaetiirecl in eompliance to this stand��rd,shall � Sprinkler systenis(NFPA 1'3);Resident:al Occupancies up ta and also rTieet tl<e test requir�me�lts for materials,workmanship, includin�four stories in heigl�t(NF'F'A 13Rj;and Residential burst pressure, flattenir�g,and extrusion guality defined in Qccup�irleies as definad in the St�zni3ard for Sprinkler Systerris in ASTIv1 F442 Furtherrriore, [his pipe s11a1:consistently meFt or � Qne and`Itvo FamiIy Dwellings and Ivic�bile Homes(NFYA 13 D). exceed tlze physical perfornance test requiremc.rlts of the � GF Harvel EilazeMaster,pipe is UL Listed for use in Retum Air appropriate approval/listin�agency(s)follow-up procec�ures r�r ��enums(IVFPA 90A),System IZiscrs per NFPA 13 Light I[aaard, established fw�the product � 13R and 1'3D,Lxposed installations, Gara�es per NFPA 13K, ,ancl q� fr�r use as Uziderground Fire Scrvice Mains(NFP.A 24)when M � ins�alled in aca>rdance with GP Ha~vel CPVC Eire Sprinkler Pipc !'IaF"k1ll�: m install�tion instn�ctions. Product rr;arking s?:all rneet lhe ree�uirt:men�s o[A�TM P'442 and �'= the Listiiig agenc,y.Ivlarkir�g shall include: tl:e phrase GF Harve1� � BlazeMastera or the manuiacturers'trademark when ei�aCel Scope: � p �� .v � laY>eled); the nominal pipe size; tl�e type of material and material Z Tt�is specificatian outlines m:nimurn cianufacturing sequirem<;nts desi�nanon c.odY; the SDR series and pressure rating for water LL Por GhlorinaCeti Polyvinyl t:htoride(CPVC)st�3adard dirnensiun (SDR]3.5; 175 psi @ 150°F�; the ASTM tlestgnatio�7 F 4�12; ihe � �a�i0`S��' i.°i.5 5�7'i�S 3IOIl�7iB SI"L�`I�'� �7e S�itiii:iEl" TBSSllCE7 IG'�Of irie: �1�Ll.l iCtii i-t �"OVdI d"'P11G78S'�i.ii,, c�"�,LPC}�,�Lf.. � ) � � � � r a b '�� P�- �, t )� _ pipe. Pipe is intPnded for use in wet autornatic fire s�rinkler the indeper�dent laboratory'S seal aFapproval for potable water sysiems when insialled in accarc�ance with Georg Fischer t-Ia:vel usace(NSI�-pw); the date and time of manufacture;and the UL LLG CPVC Fire Sprinkler Piping Products Inst�311ation [nstrur,tions. �ssi�med control number(2N95?. GF Harvel B1azeMaster,pipe carries a ma�:imum cvorking pres- � sure of I75 psi C 150°f' Pipe meets or exceeds app?icable indus- k try star:dards and requiremerlts as set forth by the Americ,an I nstallation Proeedur-es: �ociety for`IBsting and R4aterials(ASTM),the National Sanitatiocl Faundation(NSF},and UnderwriYers Laboratories(UL).GI�Harvel A11 installation procediires such as storage and handling,solvent E31aze1Ytaster,fire sprinkler pige is approve,c�by t(ie Partory Mutual ceme,nt joining techniques,pipe suppart spacing,braciiig, Corporati�n(FM}and the Loss Preventic�n Certificatiori L�oarcl allowance for thermal expans?on/contraction,component � (LPCB).Refer to current approval guide and installation and assembly tec}iniqaes,and tesring etc.shall be in striet acco:dauce `�'��' ' � dr,sign manual for installation limitatiors. wit�i Georg['ischer I��Iarvel LLC Installation Instructions a:�d the t1L Gisting which includes instatlation limitati�ns. CPVC Materials: System Components: The material used in the manufacture of the pipe shall be a rigid cl;Iorinated polyvinyl chloride{CPVC}campound,Type[V Grade Fittings used shall be UL Listed GP�rG flttings and shall meet or I,with a Cell Classi8cation of 23447 as defined in ASTM Bl r'84. �ceed the requirements of ASPM E437(Sch 80[hreaded),:lJ�'I'M The compound and the finislied product shall be orange in c;olor, F437(Sch 8�socket),or A5Ttv1 F438(Sch 40 socket}as applicable, and shall be approved bv the Natianal Sanitation Faundation suePt as�huse rnanufact�zred k�y Spears�tanuPact�iring Co.or �NSF')for ttse with potable water.Matenal used sha11 be eqi.iivalent.Solveot cements used shall be those reCerenced in ,, �;' domestically produced BlazeM�ster,CPVG material as provided �eoig Fischer Harvel LLC Installation Instruz;lions(suc}:as �� rn,�Noveon, tric (ti�nnerly the BFGoodrich Companv} Spears FSS or equivalent),svhich mee±or exceed the require- �<�*��<-,�; ments of ASTM I�656 and ASTM I'493, and sYiall be apprcved by ° �� th�:Na±i�nal San�:tioi:Fou*�daticn(NSP�zor use�✓ith gctab?e '�� S�/Ste17l �eSlg'fl: water. Socket Cype joints,si�es 3I4'-3",shallbe made up using ��`�r`="- the One-Step solaent ccment joming method.The solveut cement ��'� 1`t�ie CPVC s .inkie�i s stem s11a11 be h dr3iilicall calculate d using oinuig iriethod chosen shatl bE a I�cd.i2 stri�;t dccordance witYi ,��{ �. F Y� Y Y J PP'. ��s,�- �Haze;n-Witli�rm C fi�cior of 150, and shall be des�gned in�trict C}�ze eppropriatE,p�ve;edures as outline�l in Geoc,�Fische,r I��arvel � ��% ace,ordance with t}te Standard Foe inst��llation oFSpririkler LLG Installation Inslru<,tions. a 5,k3 ;.' �`a�;'`� Systems, NFPA 13 Li:sht Hazard, NFPA 13R, and tvFPA i3D � " '�"��": as apphcabie. " `�' `� Maintenance: k��`. '�;; �,�. ^ �-k Maitltenance shall be iri a<.cordance with ttle Standara ior �"` �� Insp�,ction,"I�sting,and Maint�,nance of vUater l3ased 5pnnkler �'`"� , ��h�� Systems us clerir,e,d by Nl�t'A 25. • t° ' �02012 Gcorg Fischer Ha�vel LLC • 300 Kuebler Road, Eascon, PJ� 18040 • GIO-2S2-7355 • f=ax 6(0-253-4436 • HarveLcorn ',x �� Praduct Specifications �r,.��tirr,° ___ __ _.----------- ----__ �� GF Harvet� BlazeNlaster°CPVC Fire Sprinkler Pipe Limitations: •GPtiC sysfems are inrended to:use a#a maxinwm ti�orking •CPVC sprinkler pipirig may be installed in a �lenum space pressure of 175 psi and an�ibient temperalure of 150°F` adjacent to,but not over,openings in d�e eeiling such as open ventilation grills, and require the use of schedule 80 Filtings for •CPVG systenls sl�all employ sprinkler heads having a maximum use on I�l°and larger pipe sizes Refer to Installation temperature rating af 225°F or lower,regardless of type. lnstractions for addit:onal det;ail •CPVC products shall be installed in�vet pipe systems only. .Minimurn protection when installed°concealed"shall consist o£ •Air or compressed gas shall never be used for pressttre testing. ��°�S'P�um wallboard ur drywall,susgencle�l rriembrane ceiting panels weighing nut less than 35 pr�unds per square t��o� •CYVC sprinkler systems shall be hydrasYatically tested tor 2 �r 1/2"plywood sofTits_Mirumum protechc�n f�r Ni'PA 13R anJ � hours at 1.00 psi,or 50 psi in excess of the maxanum working 13D syste�ns may consist of 1/2"plywuod. Tt pressure w'.�en the maxiit�um working pressure exceeds]50 psi. _ Lines shall be slowly filled with waker and the air bied Crom the •��'H:arne.1 131azeb9aster,pipe is Listed ror use in exposed p� highest and farthes�sprinkler head�before test pressure is appticahons cvith cer�tain liruitations.When installed cvit�icu� � applied. protection, "exposed"pipe is to be inst;zlled beneath smooth, [lat, � tion�ontat ceiling�o�s�nact-ion.Esposed catcgories include: � •C�nly`I�flon�tape or a thread sealant sgecifically approved far standard r.overage and residential pende:nt and sidewali sprin- W use with GF'Harvel GPVC�'ire Sprinkler Products shall be used kter applications, light riazard e.x�end�d coverage and residen�ial �j in making threaded cennections. sprinlcter pendent and sidewall sprinkler applic;ations,use in � un6t�istzed basements�vith exposed solid wood joists,lig}it haz- � • Vvhcre freeze protection is required,only glycerin based ard upright yuick response sprinklers,and systerei risers�in 13R anti-freeze solutiorls shall be used and installed in ace,ordanee � wiih NEPA i3, Do nut use �71 cut'oase�ir�ti-freeze soluii�ns or �"13D occupanciesl. Ref'er to GE'Ffarvel's irist�llation in5truo- �y [7Q715 E01-S�?@G1�1G SpI117�2.T hPdL�tC[Tl(.?cTalUI�e Idtlll�e 3nr��a{;?no � contaminated glycerin solutions. ;-equirements.The produc�rnust be installed in stric',aceor- •CPVC is not appraved for use in c;ombustible concealed spaces dariee with NFPA 13, 13D, 13R and GF Harvel's current CPVG where sprinklers are required to protect these areas as defined Fire Sprinkler Piping Pruducts lnstallation Instructions(FiFS3). by NFPA 13, unless certain specific applieation sprinklers are .GF€�{arvei CPVC 1�ire Sprinkler Products mnst be installed in ' installed per their listing.Refer to GF Haroel's currenC a�rordance�arith Gt�Ha�vel's current instai iati�n ir�structions Installation instructions for additional inFormation. (�3NS-3). GF Harvel CPVC Fire Sprinkler Pipe Dimensions Refer to this document Far cucrent 1�sting limit�tions and SDR t 3.5 (ASTM F442) ��stallation requirc;ments. Nominal Avera e Min. Avera e Nom.Wt. { S S ASTI1i STANDARD D17II4 b1ATERIAL CLASSIFICATIO� Size(in.) O.D. Wa(I I.D. Lbs.(Ft. �QUIVALEiV`I'S: " 3/4 1.05Q 0.078 0.874 0.16B Ce'1 Glassificahon 2344' = CPVC — -- �te-� 6�, � f I315 0.097 I,IOI 0.262 0».=1�,� 'IJ�pe lV Crade I = CPVG 412Q I-I/4 L660 -- 6.123 ��1.394 0.418 W ' j% _.___._�._ • I-I12 1.900 0.141 t.598 0.548 PIPE SIZES St30WN Aii� ° Lp�B� u Kns � 2 2.375 Q.176 2003 0.859 � [y��}UFACTURED [N STRICI' ;°� �"'�"°M ___._.._ ______._-- °" �, 2-I12 2.875 0.213 2.423 1.257 COivIPLLANCE WITHASTM F442 --_.__.___.__-____-_-___— �ssea�o�so sxt 3 3.500 0.254 2.950 I.867 ��r��.tir��:.�=�:��a--Na�i�,��as��N: ...�.�.._.�...-.._.....,,_...�._ �.._._�...._.�.._.__.__.....__._ .9Nei�.�. 3.,—Har�:a1V1 W'a4laK�r�icJi Sample Specification: Atl CPVC fire sprinkler pipe shall be manufactui�ed fcom a'It�pe i'�? Grade 1 C}tlorittated PoiS�viny?Cilloride(C!'VC)r.,on�pound witi3 a Cell CiassiF[cation of 23447 per ASZM D17�4 Pipe shali be manufactured in strict eo�npliance with AS'1.M [�4"1,to SDR 1'3.5 dimeusio»s, con- sistently meefing the QualiEy Assurance test require;merlt��f this staridard wil�i regard to rnaterial,workmanship,burst pressure,Elatten- ing,and extrusion yuality. Ail CPVC 6re sprinkler pipe shaU be Listed by Underwriter�Laboratories for wet pipe systems,and shall carry�rated wo*king pressure af I75 psi�u 150°F Atl Cl'VC fire s�nnkler prr�e st�all be installed in accordance with Georg t�iseher Hai-�e1 LLC CPVC Plre Sprinkler Piping 1?roducf.s Tnstallation Insttuctic',ns. National Fire Yrotection Associati�n(NFPA)Standards 13, i3D, and 13R mustbe a•cfererir,ed fordesign ancl installati�m reqairernerits in coi��june,tion wit�the[nstaliatinr� fnstructions. All CPVG firP sprinkler pipe sha[t be marlufactured in the USA by an ISO 9Q�1 certi6ed i3�a.lu£acturer and shall be FM and I.I'CI3 appreved All GPV{; fire sprinlder pipe shall be packaged ittimediately after its m�nufacture to prevent damage and shall be stored indoors after production, at the manufacb:ring site,until shipped Erorri facto ,ry.`t"his pipe shal]bear the 10�0 of�Iie listing agencies, arid shall c,any�the�ational Sanita�ion Foundation(NSF)seai of approval tor potable�vate,c anpli�atiors A?�.CP��,�ire;p�7nkler t�7n�si�all.,e��f�r�;e?� �31azeMaster�t�i��e as rnar�ufactured by Geor�Fischer Harvel C,LG �.y �s:•A; �,�"�;i �2012 Georg Fischer Harve! LLC • 300 Kuebler Koad, Easten, PA 18040 � 610-252-7355 � �ax b10-2�3-443G • F{arvel.com � �=''�'. M s�EA�s �Y FlameGu�ardTM CP'VC FIRE SPRf�KLER P�ODl�CTS FG-2-070d �. CORROSIOI'tij RESISTA,NT t`�� . SUPERIOR FLOW . :�� ` � f ~�� EASE �F INSTALLATIflN t.. t� � ° � X�....- ` �,q xbt W`" �;.� ��,� � _',.,� t �ti. �" ��,r# `�.�.�<,� r�� , �� Sj�ears FlameGuardTM C1PVC Iiire Sprirllcler Proc�uc.ts provide a cost cffectivc alter,lativc to metal syste.ms witli advantages c�f high corrosion resistance, im��roved sYstersl hydraulics, ease of installation, and quicl� assernbly vvith readily avai�able tools. CPVC Fire SPrinkler S,ystems are liased ��n pcaven products tliat have ��en in contiriuc>us service for �ver 40 years. Spe_ars FlameGuard�"" prodl.ic��s are approved by UL, F'M Glc�bal, LPC�B and CErtified t�v NSI� International �or potable water use. ChecI� 1o�a1 codes for restlicrions and lir�utatioas. Corrosi�n Resistant CPVC Material Easy Installation for Lo�ver Costs L?oes Not Stzstain Biological Growth FlameGuardT"' CPVC sy�tem ir,�r�il�rio„5 linlikc metal svstems, FlqmeGudrdr"' CP�,C 5i�,nliCicantly reduce costs over con�entianal metal products never rust, scale or pit and do not sustapn Pipitig by virtually eliininating ��refabrica�ion. biological grocvth - a cause of Microbiolagically Systems can be fiill�r instalied onsite using solvent Int�Tuenccd Corrosion (MIC} which can destroy cement joining methods. metat fire sprinklcr sysrerns from the insidc out. jJL, I.lsted for l�FPA 13, 13R & 131� Systems St�perior Fiow Characteristies fOr F�ameGuardTM CPVC Fire Sprinkler Products Lower Frietion Losses are UL Iisted for Light I-Iazard occu�ancies as Tlie smooth-wall u�terior surfaces of FtameGuardTM defined in NI�PA 13, Residenaal occupai�cies u� to CPVC sy>tems result in reduced friction loss over and including 4-storics as defined in N�PA 13R, metal systerns. The desi�;n flow cl�aracteristics and Residential occupaneies for one and two fatTUly eernaii� const.arit throughout tlie life vf the product dweliings and tnanufactured hames as ciefined in Uecause there is no interior corrosion in the s��sCem I�TFPr'� 13D. Consult Speais Cl'�VC Fire Sprinkler due tc� microbiologieal activity. Piping Products Installation Instruetions and NF1'11 Standards Eor additional applicauc�ns inciucling air Pressut•e l�ated to 175 psi Cl'� ZJr�° �' plenum, system risers, utlder�round, attic, and FldmeGuard"" C,I?VC� Fittings are produced in a gara�e installations. cvtnbiaation oE Schediile �0 and Schedulc 80 FU�_� Zfl-Yea,T I..11TlltEd L�dC1�,21t�r configurations conforming to ,�STM f'��38 or F�39 ��q��upYt�r"' CI'VC Fire Sprinklc;r Products standards 'tor use unt�� SDI� 1�.5 CI?VC fire ;�i.e �varrantcd for 10 years against defects in n7ateri�xl sprinitilcr pipe. t;L Rated working pressule is 175 �r worktnansFiip. Consult Sp�.ars FlameGuard'"' E�si `c7r 1�0° I� (LPCI3 rated to �120°F). �varranty foc adclitional �lctails. � �_�, T ,��,a�'t��rr �� „�y�, r { $ �,, Pno�z�.ESSZV�nrzoD�rcrs �'- `� 'r� �+.�`''��-�„"_',•��. r�4 !1�"JUl � .: �a,'��'GX ..--,r'�. •. � �-`* '«'w°811f1.kfi� ;+�,4 C� Ay PR4M SP�ARS INl'v0�'ATIQN& 7'EC1�IVOLO�Y �� iF��.� �.11��, ��'�' �-�tsitou!-wcbsite:www•.s eacsn�tf .co�n o�oi�iysYnemscein�aien�.xs� „ f11:P�'� �' � Uorpuraf¢Facthti syima�,ca Assessed to fS0 9001 ��,r� ��.�meGuarc��'� . . . T�1e L�acl�:r �t� I��nc�v�tive C�'��: Firc� S��rii�l�l_€�1- Sy�s�-er�� I�rc�dl�its Pioneer in l��folcied-in I3i �ss ir�sert 6{c<�c� ,�ti�f.��ters ,��; Spcacs pioriecred t.�.c ticvclopinen� of thc, Flprtt�Guttt'e�'"' riir�ldc<I- „'`»,�. `�`-�� in-place br�z�s tllread in�ert Eor corineetion r�f sl�rinlder heac�s to CPVC '��' � � fire s��rinl;l��r sy5�rms, thcn rettning il�c Cic�sign to produce onc of t}ic f�s`�'��i � �� x��. mc�st reliable ad�p[ers ot its type. Available in s�raight and reduciri}; i� _... �:...._ sizcs with 1/2°, 3j4° anci 1" ljrass I�'IP"I' thr,�;�ds,�lus 3/4" through 2" � -� .� �._ Bras� I�IP"I' threaded fernale ada��ers for mctai-to-pLastic transiu��ns. �,�" � � #� ,� �� '.:� x��°. , �� fl;� �� Inno�rator c�C Advanced Stait�l�ss Steel Rcinforced (SR} �`�'�� Heaci Adapters Sj�eacs F1qmeGtlpr[�r�," c�ntinuous improvcrnent peogram developed the technolo�y to produce a suPerior pateneed p�astic threaded fittirig- � �""`�,�� the Sta�nless St�.tl ReirtEorcecl (SK) llesign. This uniyue design �� ' � _�� !� iticorporates a patented t}iermo��lastie ec�m�,re�;ic>n Prc�eess th>�t " �t � ec�ualizes stresses �;cner.i�ed by� tape�•eci dli-eac� Joint �nalce-up. A11 � <`',�`g.�«° CI'VC ptastic bc>d,v an<� thre.��ds �>rovi�{e a more i.iniform construc�c>n � and improved corcosion resistance_ Available In seraight and reducin�; ��; � �� si•r.�� txrt}, l;2", 3/4" az�d 1" 5t2 I�IPT thr,ads, p?us 3/4" tkirot,�*h `� t:�" ,, ��: .�, � 1-1�4" SR F'TPT threaded fei��iale adapters for r�ieCal-to-plastic �,� �ransitions. Full Assartrnent of Specialty I'raducts & Fittings Con�gurations Spears FlameGuprdr"' provides the special�y fiCUngs needed in toc�ay's tire sprinl:ler systerns. Like the adjustable dro}� nipPle for fine-t�zning to finished eeiling l�eight, side-wall tces for opposirig heads, and rin�;ed head adapter foe easc of locatii�g during installation. Plus, 5pears F�pmeGuprd�"" line oFfers a full assortment of CPVC fire sprinkler Eitting confi�n.iraTions inciuc3irig 'I'ees, F_ibotivs, I�langes, Couplin�s, Caps, Uroovc�l Coupling t�daptcrs anc� Unions, sizes 3/4" chrou€7h 3". Spears Solvent Cerrle�ts & 'I'hread Sealant F�am�GupYC�rM products s��ould be inst�lled usin� Spears FS-3 Solvetf� Cetnetie& FS-1 Pximer ot FS-5 C7n�-Step SolvenC Cement f�or thieaded joints, use Spears BLUE 75T"i "I"hread Sealant Chat has bcen testecl for cc�nipatibility ��itl� Fltt�tteL�auest'd�"' CPVC Fire Sj?rinlclet- 1?roduct�. Consult sprinkler 1=ead. manufac[urer E�rior to use. Installation `I'raiiling Available - Contact Spears Technic��l Sei-vices for Details F1pmeGUqrdr"' t'rodi�crs mu�t I,�e.ii��.i�lled in:arcordance u�itl�Spears<I'4(��;�u�e Jprmkler('il�`nFi�Pc�uucts Inst�llation Instnictions, • � � •�� „ , , � Na[�o��u1 Firc Prot�cttq�,Asso�iat�on S[,atid3r�� _�, ��R, (.�I3,an{i iu a<<ordan�,��virh Ioc;a1 codcs (<��c rc<�uirement ar r�fiels!��nditians riia�, 1iflcr ir t:<the ic s�u:is�6Ju r r,f the uisiailiu c��nii,�ctor��an:t�r�Il;at I�c �ruciuci �s suital�le to cne_t ilttse t .�w,�,:ie:u�. SPFA�'S� P4��` (�UFACTUR€NG CQMP,�e4�Y �''� ""�r�.�.; �� co�zPOR�re oFFrcES_ `��%'��= � 1`£�53 Olden Strert,Sylmar,C�913�72 � ��`--.�� P0 Eiox 9203,Sylmar,C;Ft 91392 �•. rr, i.>: (8 t 8)3G4-i G t t �hitp I(wviwspearsmfg c��n �'•rl�!_l:p��`, C�)Copyright 7QOQ Spears Mranuf�3ciunn�('on��any All Rigllfs Rescrvc:d °rinted in the Unite.l ;iate.>of Am�rir� 071U0 FG-2-0700 • i ' � � � i ,::�. . �: � • � ■ - +� ° r � : �->>. � r � � �^; � � � ..,., .. � � � , t ``�" � - _�, .,� a� � :, .. �, � , . �� - �, APPLICATION �� R Designed for installation on potable water lines to protect against both backsiphonage and backpressure of polluted water into the potable water supply. A tethered test cock ti� •� cap is provided to protect against fouling caused by insects, 4"> dirt and debris.Assembly shall provide protection where a `�< '�� potential non-health hazard exists. � �� .. �� c�� FEATURES STANDARDS COMPLIANCE Sizes: ❑ 2" • UL�Classified (horizonta!& vertical) Maximum working water pressure 175 PSI ' C-U�O Classified(horizontal &vertical) Maximum working water temperature 180°F • ASSE listed 1048(horizonta{&vertical) Fiydrostatic test pressure 350 PSI • Approved by the Foundation for Cross Connection End connections (Threaded) A N S I B 1 .20.1 Control and Hydraulic Research at the University of Southern California (horizontal &vertical) OPTIONS (Suffixes can be combined) 0 - with OS&Y gate valves(standard) MATERIALS 0 LM - less water meter Main valve body Cast Bronze RSTM B 584 D - with ga!meter(standard) Access covers Cast Bronze ASTM B 584 0 CFM - with cu ft meter Fasteners Stainless Steel, 300 Series Elastomers Silicone(FDA approved) ACCESSORIES Buna Nitrile (FDA approved) ❑ Repair kit(rubber only) Polymers NorylT"", NSF Listed � OS&Y Gate valve tamper switch (QSY-40) Springs Stainless steel, 30fl series 0 Test Cock Lock(Model TCL24) Test cock cover Plastic ❑ QT-SET quick test fitting set ______-� --- ` - — , �� -- � - ' D � =_ — .� -. �- �� --- ihf ��1�._ . � i�i �i5. '�.l� p ..._._ .1 � (z � � .� , � i.. - r�� _ ' � � �• ! ,��-- j � ._�� 1.�-�_ , �_.a- � � „ � ` -- �� 'i`f\ ` ; € l C � �� i _ _; _ _ _\ - �1 �_ . _ ;� � � i �� - (€ "��—�_ � �� I t , � J � ��a �� ° � / `` i � � ,,. , , ._ : .. __ - — - . -` —1 -_ .- _ , .- �-, . , - �— A --- — � �__.._ 8 __ _1_ C __ S DIMENSIONS 8 WEIGH7S (do not include pkg.} MODEL DIMENSIONS(approximate) D D WEIGHT SIZE A B C OS&Y OS&Y CLUSED E in. mm in, mm in. mm in. mm in. mm in. mm in, mm Ibs. kg 2 50 25 3/4 654 8 203 8 203 15 387 13 330 1 3/4 44 85 38.5 �. . . , � , Page 1 of 2 �NILKINS a Zum company,1747 Commerce Way,Paso Robles,CA 93446 Phone:805-238-7100 Fax:805-238-5766 In Canada:ZURN INDUSTRIES�IMITED,3544 Nashua Dr.,Mississauga,Ontario L4V 1 L2 Phone:905-4Q5•8272 Fax:905-405-1292 Product Support Heip Line:877-BACKFLOW(877•222-5356} • Website:http:l(www.zurn.com FLOW CHARACTERISTICS MODEL 950XLTDA 2"(STANDARd&METRIC} ', FLOW RAlE tVSI ' 0.0 3.2 6.3 9.5 12.6 '5.8 � 20 _ __-- _ 138 --. — -. m N .....:.__ .�:�- — .� ... .—.... _..... a a _._ v y 15 ... ___ _ _--..--- _.__ __ 103 � `� --_ ___ O __ ___-- - O _,.. __ .._ ... _ ..._"__ —"_ .... .._ .._._'__'_ . .. J � 10 _ ------__ 69 w - _ ___ - --- � w - _ _ --- ---. .. --- ---- ---- __ � � __ -- _ -----_ u�i 5 _ _ -._._ _- _ _. .______ ____ 34 W _ _ -- - _ -- - � � . a0 - - -- - --... _.. —_ __ _. O a 0 50 100 150 200 250 FLOW RATE(GPM) O Raled Flow(Establis�ed oy approvai agencies) TYPICAL INSTALLATION Local codes shall govern instaliatian requirements. Ta be installed in accordance with the manufacturer's instructions and the latest edition of the Uniform Plumbing Code.Unless otherwise specified, the assembly shall be mounted at a minimum of 12"{305mm)and a maximum of 30"(762mm) � above adequate drains with sufficient side clearance for �-- testing and maintenance. The installation shall be made � _ so that no part of the unit can be submerged. - � � � � . 0 J � O � t _...� .._. ._..— ._..__._.— PROTECTIVE .� ;,�y : Z i ENCLOSURE tl �I�: ] 11 � � � . � �t'6j� 1 C9!t -- F— r__.— _ _ � -_ �� ..�� _:� �;I r�(1t,17� W ,fi�`, .. ��;�;�__ � �� ° � �,� ��t � i�,��, > `{ �j �'�' }``. i.F ` ,--� ,� j " }..�, '` ��'�� '—= ��--�� .� _� x'--� �a� _ �� -� � - � —___ � �:�-� ,z°Min, i sn°r,�a>c ! ? _ ----._.__. �p ___.... .. ,•.�i �lt�i . ....... � �;� - � ll�l: pIRECTION OF F�OW � ` � ' 1__p • C�� ,'r • .•a: ,i S �, ' . • ,p ��Oi� • OUTDOOR INSTALLATION ` �',r t� �•�'�' VERTICAI INSTALLATION x'----- SPECIFICATIONS The Double Check Detector Backflow Prevention Assembly shall be ASSE Listed 1048, and supplied with ful{port gate valves. The main body and access covers shaN be bronze (ASTM B 584), the seat ring and all internal polymers shali be NSFO Listed NorylT"^ and the seat disc elastomers shall be SILfCONE. The first and second check shall be located at a 45° angle and accessible for maintenance from the top of the device, without removing the device from the line. Each check shall have separate access covers and test cocks shall be accessible from the top of the device.Test cocks shall be protected from debris by a tethered cap. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 950XLTDA. WILKINS a Zurn company, 1747 Commerce Way,Paso Robies,CA 93446 Phone:805-238-7100 Fax:845-238-5766 IN CANADA:ZURN INDUSTRtlES IIMITED,3544 Nashua Dr.,Mississauga,Ontario L4V 1 L2 Phone:905-405-8272 Fax 905-405-1292 Product Support Help Line:877-BACKFLOW(877-222-5356) • Website:httpJfwww.zum.com Page 2 of 2 =,,� . i e�� S1NI�Id C]��flQ��l %05 iN011fld�i z g° U � V C L � � �$ Cn �o W � tn � � N��aZ ?.�s�s�9�Zaa� �o�o8e � a � � � U a �o �L �'�; � � p 0 0.,o o. . ,. 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