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BRES2017-0129 (2)Bin # City of. La. Quinta Building &r Safety Division 78-495 Calle Tampico La Quinta, CA 92253.- (760) 777-7012 Building Permit Application and Tracking Sheet Permit # �j Project Address: `��''� D b l Owner's Name: A. P. Number: ) d Address: Legal Description:I l City, ST, Zip: ��1M �� ZZ Contractor: ZIC� Telephone: I )l b V Address: ZZl -- W`�.S Project Description: City, Zip: p: (`1 % I . _a, Telephone: Co J> \U State Lic. # : b V City Lic. #:4b Arch., Engr., Designer: G �S Address: � 1 City, ST, Zip: C1� �� job Telephone:. h one: Construction con Ty e: an Occupancy P cy: State to Lic. # Project t3Pa (circle one) ew Add'n Alter Repair Demo Name of Contact Person: Sq. Ft: # Stories: # Units: Telephone # of Contact Person: v J Estimated Value of Project: Z�U� APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A.- Approval Plans resubmitted Grading IN HOUSE:- 3` Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees Date: 9/25/2017 No.: 17-00743-2 Owner: Joe Stemmer Address: City: Type: Single Family Residential Lot # Street No. 52590 Comments: CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune'Palms Road La Quinta, CA 92253 (760)771-8515 Email: Jurisdiction: La Quinta Tract #: Street Name Sq. Feet APN Avenida Villa 1878 773-304-004 %VIED ay e I & N ® BE.W.A...E. RANCHO MIRAGE 2 Y INDIAN duPAQ"Q-1W I ^O17 iA QUINT L O INDIO y AMM TM OF LA QulnrA DEVELOP14EII T Permit No. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking eating, or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fess imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $3.48 X 1878 S.F. or $6,535.44 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in the proposed project may now be issued. Fees Paid By: CC/BBVA Compass - Joe Stemmer Bank Name/Recipient of Certificate By Scott L. Bailey Superintendent Fee Collected/ Exempted by: Shar66 McGi a Check No.: 503173940 Telephone: 760-880-3525 Funding: Residential Certificate Fees-DUe_: ' $6,535.4 ; Original PaymenF(s`; Rec'd: New Payment Reza: $6-,`535.44 n Over', nder - -$0.00 v.l.- NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you t t the 90 -day approval period in which you rnav pre,Yest;the fees & other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or`fro;m-.the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. Notice to Building Department: THIS DOCUMENT VALID ONLY IF IMPRINTED WITH EMBOSSED SEAL. 1-IN6 f AMEF` °'1N TITLE COMPANY RE:. n1 DIVISION RECORDING REQUESTED BY: Alliance Mutual Escrow, Inc. Order No. 5308565 Escrow No. 11897LW Parcel No. 773-304-004-2 AND WHEN RECORDED MAIL TO: JOE STEMM R G�As�fng� 12tt vn rte set, I-. (A q22/ 1 SPACE ABOVE THIS LINE FOR RECORDER'S USE GRANT DEED THE UNDERSIGNED GRANTOR(S) DECLARE(S) THAT DOCUMENTARY TRANSFER TAX IS $54.45 ® computed on full value of property conveyed, or ❑ computed on full value less liens or encumbrances remaining at the time of sale. . ❑ unincorporated area: ® La Quinta, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Nino J. Rosini, an unmarried man hereby GRANT(S) to Joe Stemmer and Vicky L. Stetitmer, husband and wife as joint tenants the following described real property in the County of Riverside, State of California: Lot 20, Block 141, of Santa Carmelita Unit No. 15, m the City.of La Quinta, County of Riverside, State of California, as per map thereof recorded in the office of the County Recorder of Riverside County, in Book 18, at Page 92. More commonly known as: Vacant Land AP# 773-304-004-2, Aka Avenida Villa, La Quinta, CA 92253 Date October 10, 2016 . Nino J. Rosini A notary public or other officer completing this certificate verifies only the identity of the•individual who signed the document to which this certificate is•attached, and not the truthfulness accuracy, or validity of that document. STATE OFC ORNIA COUNTY OF �i I S.S. 1 (IIEc� l j/' On ,before me, L � ll��A M , 1' l.L�A C. personally appeared Nino J. Rosini; who proved to me on the basis of satisfacto evidence to be the person(s) wh9 s�e name(s) Qarr subscribed to the within instrument and acknowledged to me that Os4eMiey executed the same in (!IW4w authorized capacity(ies), and that by h' /I efA44e;—signatures) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is.true and correct. LIANIII _Sign L. YOLANDA GALLEGOS Commission #t 2142938 ,Notary Public - California Orange County Mi" Comm. Expires Feb 16, 2020 Mail Tax Statement to: SAME AS ABOVE or Address Noted Below Building Permit Number: Project Description: SFR Exempt: O (Materials may contain hazardous wastes and are not subject to recycling provis I& p hetV®/®� Construction Debris Management Plan Plan Submittal Datel 9/20/2017 ,lob Site Address 52590 Avenida Villa Owner's Name Joe W. Stemmer Jr. Number, Street, or PO Box 42215 Washington St. #355 City, State, Postal Code Palm Desert, CA. 92211 Owner's Phone Number 760-880-3525 Owner's E -Mail Address Project Manager's Name Project Manager's Phone Number Project Manager's E-mail Address Builder / Contractor Number, Street or PO Box City, State, Postal Code Joe W. Stemmer Jr 760-773-5205 x100 istemmer(adc.rr.com Joe W. Stemmer Jr 42215 Washington St #355 Palm Desert, CA. 92211 Project Square Footage Approx. 1,750 sq ft CityApproval By R. Gouldlock-DEC/Burrtec Waste/ Date of City Approval 01) /2t,1 L7 SEP 2 5 2017 CITY OF LA,QUINTA COMMUNITY DEVELOPMENT Materials To Be Discarded: Product Trash Asphalt Brick/Block Cardboard Commingled Concrete Drywall Donated /Reuse' *Describe Items Tons Not recyclable Product Tons Recyclable Masonry (broken) 0.00 Recycla Recyclable Plaster 1.90 Recycla Recyclable Scrap Metal 0.00 Recycla Recyclable Tile (floor) 0.19 Recycla Recyclable Tile (roof) 0.25 Recycla Recyclable Wood I 2.50 Recycla Recyclable Landscape Debris 1 0.00 Recycla 7.25 0.00 0.00 0.00 0.00 8.00 0.80 0.00 Totals: Recycle Trash Projected Diversion: 13.6 1 7.3 65.29% I understand it is the property owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occur. I hereby certify that completion, implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 65% of the jobsite waste is diverted from landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re -use, remaining materials generated from the first day of the project through the completion of the project in accordance with this plan. This DMP is issued in the name of the property owner(s) and shall remain their property throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtain a DMP for the owner. However, the DMP is still issued in the name of the property owner(s) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to. The property owner(s) and general contractor shall be kept informed of the diversion progress through bi-monthly reports. If self -hauling, all refuse material from this project site must be taken to an approved recycler or transfer Owner / Developer / Project Manager / Superintendant Date Transit Per Diem= - Admin Time = 0.25 hrs. Structural Engineer/Principal Review Time = 0.0 ~, hrs. Plan Review Engineer Time = 0.75 hrs. This Material Sent for: ` ❑ Your Files Q Per Your Request ❑ Your Review. ❑ Approval ❑ Checking ❑ At the request of: other: ❑ V By: JOE VENUTI Office . ❑ (760) 772-5107, `�•.�' Other:,❑ LQPC@VALUENGR.COM u f xi .. � °` _ ... er• ., .. �:,, �,'.`}.,. • YOUNG ENG1 VEERING a a .s a .a ¢ . . -. . -' . • Letter of Transmittal To: City of. La Quinta Today's Date: 9-19-17 78-495 Calle Tampico City Due Date: 9-22-17 La Quinta, CA 92253 Project Address: 52-590 AVENIDA Villa E. Attn: Mary Plan Check #: BRES2017-0129 Submittal: ❑ 1st b 40, -, .. 0 .2nd ❑ 5th ' 31d ❑ Other: , We are forwarding: ❑ By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: Descriptions: Includes: # Of 'Descriptions: ` Copies: ❑ Structural Plans ❑ Revised Struct. Plans �l D 1 Structural Calculations ❑ Revised Struct. Calcs D Truss Calcs ❑ Revised Truss Calcs ❑ Soils Report - Update ❑ Revised Soils Report ` Structural P/C Responses D Approved Structural Plans 1 / Comments 1 0 1 Redlined Structural Plans r 0 1 Approved Structural Calcs ❑ Redlined: Structural Calcs D 1 Approved Truss Calcs ❑ Redlined Truss Calcs ❑ Approved Soils Report k ❑ Redlined Soils Reports ❑ Other: Comments: Structural content is approvable. 1 Transit Per Diem= - Admin Time = 0.25 hrs. Structural Engineer/Principal Review Time = 0.0 ~, hrs. Plan Review Engineer Time = 0.75 hrs. This Material Sent for: ` ❑ Your Files Q Per Your Request ❑ Your Review. ❑ Approval ❑ Checking ❑ At the request of: other: ❑ V By: JOE VENUTI Office . ❑ (760) 772-5107, `�•.�' Other:,❑ LQPC@VALUENGR.COM u f Um STRUCTURAL CALCULATIONS A CUSTOM RESIDENCE FOR: JOE STEMMER 52590 AVENIDA VILLA. LA "I TINT CAUP" 9 OF N I BUILDING & SAFETY DEPT, APPROVED FpO C NSTRUCTI N ATE f ?-EP BY S �s o. ccb� A,.�s�� 9 * U No. Ct1991 N Q 131/ YOTI 9j Eupp.OAiF Q� OF CAS\FO q1o117 I J 9f;rjC-4F—/1 CHARLES D. GARLAND, ARCHITECT LICENSE NO. 11991 EXP 10/31/17 74-991 JONI DR. SUITE #9 PALM DESERT CA 92260 PHONE: 760/340-3528 FAX:760/340-3728 - RECE.NED SEP 1 1 2017 CIT( OF LA QUINTA COMMUNITY DEVELOPMENT STRUCTURAL CALCULATIONS ❖ GOVERNING CODES ...................... page 3 ❖ LOAD .......................................................Page 4 ❖ BEAM .................................................. Page 5 ❖ LATERAL ANALYSIS...,. Page 9 ❖ SEISMIC ZONE ............................ Page 14 ❖ SHEAR WALL REQUIREMENTS.... Page 18 . ❖ FOUNDATION ............................... Page 25 F) r STRUCTURAL CALCULATIONS GOVERNING CODES IBC 2015 OR CBC 2016 & ASCE 7-10. AC1318-14,AISC/AISC360-10, AISC341-10 AWS D1.1/D1.1M:2010, 2015NDS, 2015NDS SDPWS, ANSI/TPI 1-2007 TMS 402-13/ACI 530-13/ ASCES-13 A- DESIGN LOADS a. ROOF LIVE LOAD 20, PSF b. ROOF DEAD LOAD 15 PSF c. WIND IMPORTANCE FACTOR 1.00 WIND ZONE 110 MPH EXPOSURE C d. SITE CLASS DEFINITION ( D) e. OCCUPANCY CATEGORY II f. SEISMIC DESIGN CATEGORY (D) g. COEFFICIENT Cs 0.15 h. SEISMIC Ss1.5g i. SEISMIC Sl 0.6g j. FACTOR R 6.5 k. SEISMIC SDs 1.193 I. SEISMIC SD1 0.853 STRUCTURAL CALCULATIONS 741 LOADS .._..... ....... _.__............. _. EXTERIOR WALLS: FLAT ROOF PSF WOOD STUDS = . 2 ROOF TILE = 5 I 1/2" GYP BD. = 2 ROOFING FELT 0.6 7/8" STUCCO = 10 5/8 OSB/ RADIAN BARRIER 2.2 HNSULATION= 1 TRUSSES _@ 4 O.0 2.6 R-38 INSULATION = 1.8 D.L.= 15 PSF 5/8" GYP. BD. _ D.L = '2.8 15 L.L. = 20 INTERIOR WALLS : TOTAL LOAD = 35 _---------- PSF _..._.._. __.._....._....__�___.__..._ .. __..__ _-_ PSF .... -..__._ WOOD STUDS = 2 Y 1/2 GYP.BD.2SIDES = 3 INSULATION = 2 .. .._..............___. STRUCTURAL CALCULATIONS , BEAM DESIGN _............................................................. HDR -- — #1 ...__...-............. ................... _ .......... _............ ... _----._ ._......._ _........._._......._ DOUGLAS FIR -LARCH No 1= .. ....-- — Fb = ----.... 1000 psi SPAN = 5.0 ft I Fv = 95 psi TRIB. AREA= 12.0 ft E= 1700000 psi i Load Factor Co = 1.25 Dl = L.L = 15.0 20.0 Ib/ft Ib/ft Wet. Service Factor CM = ITemperature Factor Ct.= Size Factor CF = 1.00 1.00 1.00 1. — TOTAL _ 35;0 Ib/ft ............................__. rRepetitive m. Fact. Cr = 9 ... .. _..._......................_.._ Incisin Factor Ci = ._........_ ..._.. 1.00 _ 1.00 ,.._...._.}_ —. --........................... ...... -- --....._.. Shear stress Factor CH _ 1.00 W = 420.0 Ib/ft 420 -•--- M= 1312.5 ft -Ib I --------__ _ ----____---� - 'i- I M= 15750 in -Ib 5.00 H V= WxL/2 BENDINGV= 10501b F'b = Fbx(�(�(Ct)(�(Cr)(Ci F'b = 1250 psi j USE Req'd S = M/ F'b S= 12.601 in^3 6 X 6 Area= 30.3 in^2 ALLOW F'b = 1 f b = ..............___ f b = M/S .___ ........................._ _—__ ................_... J .__.......-. .. Section= Moment of Inertia= 27.7 in^3 in^4 1250 psi _ACT. > _ _ _ 568.0 psi OK _76.3 SHEAR---- F'v = Fv(CD)(CM)(Ct)(CH) j f v = 1.5 V / A _.._....- .._..._._...._.._. F'v = — —-._.._...._... _._..._... _ .—_._._.._.._....__._.._...-__.......- DEFLECTION 119 ----- psi ........... - ...................._.... > _ -. _-------- _ .... ... _....................... f v = �_.._. ... _--... 52.07 — ................. ._._.._._...... psi _ —.. — .................... ._............................ .............. OK --^.......... .......... _.. - ................ --- _... — -- ......... ............. .... _.... ---- 5W,L^4 = 0.05 in 384 E' 1 OK E'=.E (C-)(��)_(�!)..... r_ _t-- 1700000 +__.__....__.......... ( psi.__.-._...........—._._...._ ............ _ _ _. _. BEAM 6 X— 6 - ..._ ._........ --— cl max = L / 240 = 0.25 in STRUCTURAL CALCULATIONS L6 BEAM DESIGN HDR1#2 ..... . ......... . ....... . . ......... . . !DOUGLAS FIR -LARCH No 1= ...... ....... Fb = 1000 psi _ ,SPAN = 6.0 ft Fv = 95 psi TRI B. AREA = 20.0 ft E = 17000001 Load Factor Co 1.25PSI — . . . . . . ..................... D. L = 15.0 lb/ft Wet. Service Factor C� Tern erature Factor Ct p 1.00 1.00 i Ll 20.0 lb/ft Size Factor CF . . . ................. . . ............. .......... . ...................._TOTAL. . . . ............ . . ___1 TOTAL 35.0 lb/ft .. . ..... . .... __ ... . .................... ..... . ........... Repetitive lj�� m Fact. Cr.... -....00 5 o_................ Incising Factor Ci = . . 1.00 . ......... ............... . Shear stress Factor CH = 1.00 W = 700.0 lb/ft . ........ ... M= WxL 2 /8 700 lb/ft M= 3150.0 ft -lb M= 37800 in -lb 6.001ft V= WxL/2 BENDING I V= 21001 lb F'b = Fb?�(CD)(CM) t) -(C F) (C r) (Ci)_ F'b = 1250 psi USE Re 'd S=�M/F'b S= 30.24 in A 3 1 61 X 18 Area= 41.3 in A 2 f b = I . . . M/S . ......... . . . . ... . . .......... . .. . . _j . . . ..................... . . L- , Section= 51.6 in A 3 ALLOW F'b ACT. f b Moment of Inertia= 193 inA4 1250 psi i > 733.1 psi OK T SHEAR F'v = Fv(CD)(qym)_(, t)(CH) fv= 1.5V/A . ... .............. ... F'v = 119 psi > f v 76.36 psi OK .... ........... . . .... DEFLECTION .................. . - . .......... - -. . ..... . . . . ....... . ........... . . .................................. . . . . . . . ..... ......—_....._......j............_._ ...................................... ... . . . .. ...... . ..... . ...... . 5WLLA4 384 E' 1 = 0.06 C.)..(. ....... .... I ... .... .... ... . . . . I in" .................. ....... 11700000 psi .... . ...... BEAM 6, 0 K — - X 18 ------- cl max = L / 240 = 0.3 STRUCTURAL CALCULATIONS L7] BEAM DESIGN -- . . ................................. HDR #3 ......... . ...... ......................... ...... . . . ........... .. . . .. . ......... . . .... . . ... . ... . .................... . . . . .......... . ........ ........ . - - - - - ------ ---- -------- -- . . . . . .............................. DOUGLAS FIR -LARCH No 1= .................. . Fb = ......... . - - — - ------ -- 1000 -- - - psi -- --- - SPAN 8.0 ft_ 95 psi TRIB. AREA 5.0 ft i74 E 1700000 psi r/ftrn Load =actor Co 1.25___= D.L Ll TOTAL 19.0 E 20.0 lb/ft 39.0 lIb/ft Wet. Service Factor CM Teerature Factor Ct= P� Size Factor CF .... . . . .. ....... _ .. . . . . . . . . . .................... . . . ... . . .......... . . ... j Repetitive m. Fact. Cr = 1.00 1.00 1.06 ...... ........................ 1.00 . . . . .............. ... . .. j Incising Factor Ci= 1.00 Shear stress Factor CH= W= 195.0 lb/ft M= W xLl 8 195 lbift M= 1560.0 ft -lb 2\1 M= 18720 in -lb x BENDING . ........... V= 780 lb F'b = Fb CD' t (CF)(Cr)(Ci) T_ F'b = 1250 Beq'd S=IM/F'b psi 1 .. .............. ....... .9 A ........ S= 14.8 in 3 - - - --- - - - USE .............. . 61 X_16 . . . ..... ___ Area= . . . . 1 30.3 . . . .... . .. . ......... inA2 M/S ESecton= 27.7 in A3 ALLOW F'b IACT. f b ................... Moment of Inertia= 76.3 inA4 1250 psi . . > ......... 675.1 psi JOK ------ SHEAR F'v = Fv4CD)(CM)( t) C f v = 1.5V/A F'v = 119 psi > f v 38.68 psi OK DEFLECTION 5W,L^4 0.14 in 384 E' I— - --------- OK.-_ . ......... �'= ......... E (C.)(C)(C) ............ I .......... . . 11 . . . ....... .... :1700000 . . ............ ........................ P..sJ ......... . . .. . ......................... .... . . . BEAM ................... . . . . . 6X .. . . ...... ................ 6 - - — - - - - - . . ........... ....... cl max = L / 240 = 0. STRUCTURAL CALCULATIONS E BEAM DESIGN HDR #4 . .... . ..... !DOUGLAS FIR -LARCH No 1= ....... .... Fb = 1000 1 psi' SPAN 12.5 ft FV = 95 p TRI B. AREA 6.0 ft E= _§�i_ 1700000!psi D. L = 19,0 lb/ft Load tor Co = Wet. Service Factor Cm = Temperature Factor Ct1.00 1.251 1.00 —P L. 20.0 lb/ft Size Factor C TOTAL 39.0 lb/ftFact. Cr = i 1.001. Incising Factor Ci = 1.00 Shear stress Factor C,, 1.00 W = 234.0 lb/ft M= WxL'/8 234 MIR j M= ..... . ............ .------------------_ — - - - - - ------------ - . . . ........... M= ...... —45,70.31ft-Ib 54843.8lin-lb - - - — - ----------- - ----- r . ............ 12.SOfl V= W x L / 21 BENDING V= 1462.5 F'b - (C fbAqP' C F E) F-b = 1250 psi j USE Re 'd S=iM/F'b S=l 43.88 in A 3 f b = M/S 6 X 18 Area =j 41.3 Section= 51.6 in A 2 inA3 ALLOW F'b = !ACT. f b = Moment of Inertia= 193 inA4 1250 psi > 1063.7 psi0 . . ......... ,SHEAR_ F'v = F\ C t)(CH) D) (C M)_( f v = 1.5 V / A I F'v = 119 psi > f v =-18 53 [si p OK DEFLECTION .. . ... . ... . . . . ......... . .. . .. . . . .............. . ...... . ................... ...... . .. . . ... ............. .. . . ... . . . ....................__..._....E.-_............... ......................... .. 5W,L^4 = 0.39 in 384 E' I OK .................. . . . ........ 1,1 max E (C L/240 1700000_p . .............. .... .......... . ... 0.63 hn .......... -.--L . . .. . ................... . ............... . --.......................-...-_...__I................_ BEAM .................. . r 6X . . . .... ....... ........ . . 8 ...... L — - .... . . . .............. i.--- I ----- ------------------ t . . ....... . . ...... . ............ . . . . ...... STRUCTURAL CALCULATIONS Project: 52590 AV VILLA JOE STEMMER Location: MLBI Mufti -Loaded Multi -Span Beam [2015 International Budding Code(2012 NDS)) 525 IN x 9.5 IN x 195 FT -(18+ 1.5) 2.0E Parallam - il-evel Trus Joist Section Adequate By. 16.7% Controlling Factor Deflection nFF1 FCTIONS Center Right Live Load 0.31 IN 1-1686 -0.08 IN 2U428 Dead Load 0.34 to -0.09 in Total Load 0.66 IN 1-328 -0.17 IN 21/210 Live Load Deflection Criteria: 1-240 Total Load Deflection Criteria: U.11 REACTIONS A_ B Live Load 900 lb 1056 Ib Dead Load 1016 lb 1438 Ib Total Load 1916 to 2494 Ib Bearing Length 0.49 in 0.63 in BEAM DATA Center Right Span Length 18 it 1.5 ft Unbraced Length -Top 0 ft 0 ft Untraced Length -Bottom 18 ft 1.5 It • Live Load Duration Factor 1.15 Notch Depth 0.00 MATERIAL PROPERTIES 2.0E Parallam - il-evel Trus Joist Base Values Adjusted Bending Stress: Flo = 2990 psi Fb' = 3423 psi C&-1. 15 CF=1.03 Shear Stress: Fv = 290 psi FV = 334 psi Cd=1.15 Modulus of Elasticity. E= 2000 ksi E'= 2000 ksi Comp. -L to Grain: Fc - -L = 750 psi Fc -1 = 750 psi Controlling Moment: 8517 ft -4b 8.82 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -19701b At right support of span 2 (Cerner Span) Created by combining all dead loads and We loads on span(s) 2, 3 Comparisons with required sections: RerYd Provided Section Modulus: 29.86 03 78.97 in3 Area (Shea* 8.86 int 49.88 int Moment of Inertia (deflection): 321.43 m4 375.1 04 Moment 8517 ft -lb 22524 ft -lb Shear. 1970 lb 11089 lb GIs Architecture Group Inc 74991 Joni Dr SuIteB9 c Palm Desert Ca 92260 StruCalc Version 10.0-1.5 828M17 4:49:47 PM Uniform Live Load 100 pif 100 pif Uniform Dead Load 100 pif 100 pif Beam Self Weight 16 plf 16 ptf Total Uniform Load 216 pif 216 lot POINT LOADS - RIGHT SPAN Load Number One Live Load 0 Ib Dead Load 200 lb Location 1.5 ft 0 ftj STRUCTURAL CALCULATIONS 10 BEAM DESIGN ! I I , BEAM #2 i DOUGLAS FIR -LARCH 1= Fb = 1000 psi SPAN = 16.0 ft ,No i Fv = 95 psi ' !TRI B. AREA = 6.0 ft E = 1700000 psi Load Factor Co - 1.25 I Wet. Service Factor CM = 1.00 s D.L= 19.0 Ll = 20.0 Ib/ft Ib/ft —.Temperature Factor Ct={ Size Factor CF = 1 1.00 1.00 _ TOTAL 39.0 Ib/ft { Repetitive m. Fact. Cr = I 1.00 j Incising Factor Ci = 1.00 Shear stress Factor CH _ , 1.001 1 W =1 234.0 Ib/ft ! i M- W x L2 /8 ! 234 Ib/fl M=': 7488.0 ft -Ib M=' 89856 in -Ib V= I W x L/ 2 BENDING _ _ V=; 1872 Ib F b - Fbx(CD' CCt)(CF_—)P(Ci) _ _ I F' b = 1250f psi �— USE Req"d S = M / F"b i S= _ ---- 71.88 in^3 — 6 X 12 ! Area = '63.3, in 2 f b_= M/S ;Section= 121 I in^3 ALLOW F"b = _ --- ACT. f b = —i —i Moment of Inertia= 697in^4 ! - 1250 psi > i 741.4 ;psi I ^— O K ! SHEAR F"v = Fv(CD)(CM)(Ct)(CH) ................. _..................................._......-._-._-____..._............................._ ��............._..........._._ F"v = 119 psi ............... - ...... .._—_........... -- .. �. ,_.................... - > .................. --..._ f v = f v = .............— 1.5 V / A _ ..............-_ 44.40 psi { —._......-............_ ._............. OK -_ _- ....._.._......_.._._ `.._..._ (DEFLECTION I -. . -... -......_ - 5WLL^4 .= 0.29; in - --�- ---- - ---- j 384 E" I OK' E"= E (CM)(C)(C) ! 1_700000 psi I BEAM 6 X 12 d max = L/240 = 10.80 , in -- I ---- ................................... - .............._�.......... --......................._-__..........-.... __-....._ .........................._�.-- ....................... ---.--- ...................... ........ _..._...... -... ...............1 STRUCTURAL CALCULATIONS j BEAM DESIGN BEAM #3 DOUGLAS FIR -LARCH No 1= Fb = 1000_ psi i SPAN = 9.0 ft TRIB. AREA = 4.0 i _ Fv = E = 95 psi 1700000 psi Load Factor C. = 1.25 Wet. Service Factor CM = 1.00 D.L = 19.0 IN Temperature Factor Ct =' 1.00 L.L = TOTAL 20.0 Ib/ft 39.0 Ib/ft Size Factor CF = 1.0_0 Repetitive m. Fact. Cr 1.00 Incising Factor Ci = 1.00 Shear stress Factor C. = 1.00 JW= 156.0 Ib/ft i M=WxL2/8 156 Iblfl --�•_�- j i i M= M= 1579.5 18954 ft -Ib in -Ib , i 9.00 K 3 I BENDING I F"b = Fbx(CD)(CM)(Ct)(CF) Cr)(Ci V= 702 Ib Y_ F"b = 1250 `psi i USE S= 15.161in^3 41 X 110 Area = 32.41 in^2 f b = M/S I I Section= 49.9 in^3 'ALLOW F'b = ACT. f b = Moment of Inertia= 231 in^4 1250 psi379[P�O -......:.... .... _........- - -.--._..._......_ . ............1.............._.__....................._ . ................. ....... K .......... ____---- SHEAR I _.._ -._....... F"v = Fv(CD)(CM)(Ct)(CH) if v = 1.5 V / A E F"v = 11941 psi > f v = 32.521 psi OK DEFLECTION _-----� 5W,L^4 384 E" I _--__._0.06 in ........... ! _. _ ___..___...-.._._.__._.........._.— i OK .. -._._....._..._-- E"= E ((C)(C) I 1700000 psi BEAMI 4X 10 d max = L / 240 = 0.45 in STRUCTURAL CALCULATIONS Prof M $2590 AV VILLA JOE STEMMER ws Arcruewue ufoup Inc 74991 jonf Or StdtM Location: FACIA OVERHANGS 4Palm Desert Ca 92260 MWO-lAaded Mun3Sp3n Bearn �! (2015 International BuidIng CodeW12 NDS)) 1.75 IN x 9.51N x 7.5 FT (6 + 1.5) 1.9E Midrollam - (Leval Trus Joist StruCatc VefsIm 10.0.1.5 8128!2017 5:05:18 PM Sectlon Adequate By: 1079.5% Controift Factor Snear nFFt FCTIONS Live load 0.00 1N UMAX 0.00 IN 2U18332 Dead load 0.00 to 0.01 in Total Load 0.00 IN UMAX 0A1 IN 2U5124 Live load Deflection Crriieft:11360 Total Load Deflection Cfdefta: 0240 live Load 60 b 94 lb Dead Load 21 (b 368 a) Tota! Load 81 le 462 @r SembV Length 0.06 in 0,35 in I BEAM DATA CentI Spain Length 6 ft: 1.5 ft Unbraced Length -Top O ft 0 It Unbmced Length-13oitom 6 ft 1.5 ft Lire Load Duration Factor 1.00 Notch Depth 0.6D MATERIAL PROPERTIES LINIfORM LOADS QmW 1.9E Mkroilam - ILevel Tn.* Jots; Unff mt Live Load 20 pff 20 pff base Values AdUmed Uniform Dead Load! 20 ptf 20 pit Beam SeltWelght 5 plf 5 pif Standing Stress: Fb = • 2600 psi FW = 2140 PN Total Unicom Load 45 pff 45 pct Cd=1.00 C"..60 CF=1.03 Shear Stress: Fv = 285 psi Fd = 285 Psi POJNTl ?ADS - RIGHT SPAN Cd=1.00 load Number QM Modutus of £castle ty. E = 1900 ksi E' = 19W 1, Live toad 0 ib Comp. -L to Grain: Fc --L= 750 psi Fc -1= 750 Psi Dean Lata 200 tb Location 1.5 tt Controlling Moment -351 Rib Over right support of span 2 (Cutter Span) Created by combtnLng all dead toads and fire bads on spans) 3 Controlling Shear. 2$8 a) At left support of span 3 (Right Span) Created by combb tg all dead kWs and live loads on span(s) 2, 3 Comparisons with required sections. fto Provleed Sect}on Modulus: 1.97 irt3 26.321n3 Area (ShearY. 1.4f tn2 16.83 int Moment o1 Inertia (deflecdony 5.86 bt4 125.03 tnd Moment -351 fl4b 4695 ftab Shear: 268 Ib 3159 fb STRUCTURAL CALCULATIONS BEAM DESIGN FACIA BEAM #1 SPAN = 6.0 ft DOUGLAS FIR -LARCH No 2= Fb = 1000 psi SPAN 2 = 1.5 ft I I Fv = 95 psi TRIB. AREA = 2.0 ..... . . ...... . ....... . . . . ....... . . Load Factor Co . ..... . . .... ..... . E = ...... . . 1700000 . . . ................ . ....... . .. . . psi ... . ................ . .. P= 470 lb Wet. Service Factor Cm = 1.001 D.L = 19.0 lb/ft Temperature Factor Ct = 1.00 L.L 20.0 lb/ft Size Factor CF= T— 1.0 -= 39.0 lb/ft Repetitive m. Fact. Cr = 1.00 Incising Factor Ci = 1.00 Shear stress Factor CH = 1.00 W = 78.0 lb/ft P p Ml= 308.5 ft -lb 1 1 781 lb/ft I I Ml= 3701.95 in -lb . . . . . . . . . . . . . .. . .......................... .... M . ......... M2................ ... ................... . 87.75 ft -Ib 1.5 M2= 1053 in -Ib ....... ..... .... 705 ............. i ....n -lb....... . BENDING, F'b = Fbx(C )(CM)'Ct)(CF)(Cr i) V= 248.625 lb I I I I V= 470 lb F'b = 1250 psi USE Req'd S = M / F'b S= 3.53 in A 3 2 X 10 Area= 13.9 in A 2 M= 4407 f b = M/S 21.4 i n A 3 Moment of Inertia= 98.9 inA4 ALLOW F'b -- ACT. f b =7-1 . . ........... 1250 psi > 206.0 psi OK .. . . .... ............ . . SHEAR . .. .. . ........ . . ........ ..... . . D CM F'vCM Ct)(C f v = 1.5V/A F'v 119 psi > f v 77.66 psi OK . ............. BEAM 2 X110 STRUCTURAL CALCULATIONS m LATERAL FORCE ANALYSIS _........... -...... ___.._----------- a IBC 2015 j :CBC 2016 j ASCE,7-16. ! i WIND: 110 ..... Exposure ------------ -- -__-------- .__ _ _ _...._-.......-.__._.....__............_.. ..... -: - ENClASED qz= 0.00256X Kz Kzt Kd Ke V�`2 1 _..............................._..-_...................,................._..........................._.............a_._..................._.............,... -._._ ..................... ......... - - ........... _........ .................. INPUT DATA 's i Exposure category (B, C or D, ASCE 7-16 26.7.3) C. Importance factor (ASCE 7-16 Table 1.5-2) _.............. ...............,............. _.__..._..._........................ _..-_._....i.._......................_...........- .� _._......... ......... ---................................_.. Basic wind speed (ASCE 7-10 26.5.1 or 2012 IBC) V = 11 . ............................ .__._...._......_.......... --- j - Topographic factor (AscE7.1026.88. Tablet&8-1) KZt = 1.00 - --- `--------._.............. --- __........... Building height to eave he = 11 -- - Building height to ridge hr = 16 j ................... -...._............................ _;....... _...................................... _._......... ............................__. _.................................._ _....................................................- qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 8: Eq. 30.3-1 page 316) Kh =velocity pressure exposure coefficient evaluated at height, h, (Tab. 28.31, pg 295) = 0.85 . j ...... _._� .... _..... _...... _..... .._.. --_ Kd = wind directionality factor. (Tab. 26.6-1, for building, page 250) = 0.85 j - t .......... -- .----............ h = mean roof height < 60 ft, [Satisfactory] (ASCE 7-16 26.2.1 - 13.50 1 .... ...... - .........._?............_....._.. < Min (L, B), [Satisfactory] (ASCE 7-16 26.2:2) j -...._.. Ke = groumd elevation -factor (1-0 per sec. 26.9) (>)Z= 122.38 PSF (28.4.4 Minimum Design Wind load Sao BOT be Less than 16 Ib/ ft2 multiplied by the wall area ....- ---.... 22.3 --....._..-., _._...._...__.._-._....... 8 W ft2 multiplied by the Roof area of the building vertical plane WIND LOAD = ge(1E+2E+3E+4E +0.18)'Hl2 +(Hr -He) 's ANALYSIS WIND LOAD= 1964ft _....... _......... ....................... _._ MWFRS- ROO OVERHANG SECTION 27.4.4 Poh= 15 2 Pst i Pext= 2A.71Psf Pert ------- ... ............ i.._ _ ._._r........._........_...._. ____._ ............ _....... -- ...... _...... ;. _... - _ _ __:............. Poh Net: 39.9 Psf i .......... --._._........................... _'_........................ p = qh I(G CPf )-(G CPi )l 'Poh where: p = pressure in appropriate zone. (Eq. 28.3-1, page 3' pini, = 16 psf (ASCE 7-16 28.3.4) G Cpf = product of gust effect factor and external pressure coefficient, see table below. (Fig. 28.3-1, page 312 & 313) G Cp 1 = product of gust effect factor and internal pressure coefficient.(Tab. 26.13-1, Enclosed Building, page 271) a = width of edge strips, Fig 28.4-1, note 9, page 301, MAX[ MIN(0.1B, 0.1L, 0.4h), MIN(0.04B, 0.041), 3] = Net Pressures (psf), Basic Load Cases Roof angle 0 = 15.64 Roof angle 0 = 0.00 Surface Net Pressure with Net Pressure with GCpf (+GC l) (-GC ,) GCpf (+GC 1) (-GCpi) 1 0.49 6.68 14.37 -0.45 -13.47 -5.77 2 -0.69 -18.60 -10.90 -0.69 -18.60 -10.90 3 -0.45 -13.43 -5.73 -0.37 -11.76 -4.06 4 -0.39 -12.17 -4.48 -0.45 -13.47 -5.77 5 0.40 4.70 12.40 6 -0.29 -10.05 -2.35 1E 0.74 1 12.08 19.77 -0.48 -14.11 -0.41 2E -1.07 1 -26.73 -19.03 -1.07 -26.73 1 -19.03 X _ 29 2E 4 e EEv e K CE 0-M tE t t fE S Roumn WOO ChD OtSCOOa ?a INS 09SCROH Load Case A (Transverse) Load Case 8 (Longitudinal) Basic Load Cases Nat PrPscurpa !nein Tnreinnal 1 -1 r -n - Ji A J `�A 2t S K tt Raa fA61Si1 it t . ��Or6CIlON Load Case A (Transverse) e a I .-4 t t S 1✓aDIDILL � woo GICCrIOR Load Case 8 (Longitudinal) Roof angle 0 = 15.64 GCpf Net Pressure with Surface (*GCpi) (-GC ;) 1T 0.49 1.67 3.59 2T -0.69 -4.65 -2.73 3T -0.45 -3.36 -1.43 4T -0.39 -3.04 -1.12 Roof angle 0 = 0.00 Net Pressure with Surface GCpf (+GC ;) (-GC ;) 5T 0.40 1.18 3.10 Ji A J `�A 2t S K tt Raa fA61Si1 it t . ��Or6CIlON Load Case A (Transverse) e a I .-4 t t S 1✓aDIDILL � woo GICCrIOR Load Case 8 (Longitudinal) STRUCTURAL CALCULATIONS Basic Load Case A (Transverse Direction) Torsional Load Case A (Transverse Direction) 15 Basic Load Case B (Longitudinal Direction) Area Pressure(k)with Surface (ftZ ) (-Gr-p. ) (-GCp f ) 1 990 6.61 1423 2 2337 -43.46 -25.48 3 2337 -31.38 -13.39 4 990 -12.05 4.43 1E 110 1.33 2.18 2E 260 -0.94 -4.94 3E 260 -4.57 -2.57 4E 110 -1.79 -0.94 98 Horiz. 17.88 17.88 E Vert. -68.75 -32.37 Min. wind Vert -83.15 -44.67 Min. wind Horiz. 28.80 28.80 28.4.4 Vert. 1 -80.00 1 -00.00 Torsional Load Case A (Transverse Direction) 15 Basic Load Case B (Longitudinal Direction) Torsional Load Case B (Longitudinal Direction) Area Pressure (k) with Surface (ft?) (+GCp i) (-GCp i ) 2 2337 -43.46 -25.48 3 2337 -27.48 -9.49 5 608 2.86 7.54 6 608 -0.11 -1.43 2E 260 -0.94 -4.94 3E 260 -3.94 -1.94 5E 117 1.08 1.98 6E 117 -1.53 -0.63 98 Horiz 11.57 11.57 E Vert. -68.75 -32.37 Min. wind Horiz 11.60 11.60 28.4.4 Vert. -80.00 -80.00 Torsional Load Case B (Longitudinal Direction) Ar ea , Pressure (k) with Torsion (ft -k) Surface W) (+GCp i) (-GCp i) (-GCp I) (-GCp i ) 1 440 2.94 6.32 66 142 2 1038 -19.32 -11.32 -117 -09 3 1038 -13.94 -5.95 85 36 4 440 -5.36 -1.97 121 44 1E 110 1.33 2.18 60 98 2E 260 -0.94 -4.94 -84 -00 3E 260 A.57 -2.57 55 31 4E 110 -1.79 -0.94 80 42 1T 550 0.92 1.98 -23 A9 2T 1298 -6.04 -3.54 41 24 3T 1298 4.36 -1.86 -29 -13 4T 1 550 1 -1.67 1 -0.62 -42 -15 Total Horiz. Torsional Load, Mr 212 212 Torsional Load Case B (Longitudinal Direction) Design pressures for components and cladding p = qh( (G Cp) - (G Cpi)) 9 f e where: p = presaue on component (Eq. 30.4-1, pg 318) ' f a y ,:w ` Amin = 16.00 psf (ASCE 7-10 302.2) G Cp = external pressure coefficient. Wills see table below. (ASCE 7-10 30.42) Zone 3 ,. 2 L-4 r w� i2 Roof .,r• Root. e.. Comp. 8 cladding Area Pressure (k) with Torsion (ft -k) Surface W) (+GCpi) (-GCpi) (+GCpf) (-GCpi) 2 2337 43.46 -25.48 -29 -17 3 2337 -27.48 -9.49 19 6 5 246 1.15 3.04 11 29 6 246 -2A7 -0.58 23 5 2E 260 -6.94 -4.94 89 63 3E 260 -3.94 -1.94 -50 -25 5E 117 1.08 1.98 24 44 6E 117 -1.53 -0.63 34 14 5T 363 0.43 1.12 -5 -13 6T L363 1 -0.91 1 -0.21 -10 -2 Total Horiz. Torsional Load, MT 104.6 1 104.6 Design pressures for components and cladding p = qh( (G Cp) - (G Cpi)) 9 f e where: p = presaue on component (Eq. 30.4-1, pg 318) ' f a y ,:w ` Amin = 16.00 psf (ASCE 7-10 302.2) G Cp = external pressure coefficient. Wills see table below. (ASCE 7-10 30.42) Zone 3 ,. 2 L-4 r w� i2 Roof .,r• Root. e.. Comp. 8 cladding Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Pressure Poshive Negative Posfave Negative Po Nagetl- Positive f*getrm Pbsnia Negetive Ips) 16.00 -22.14 16.00 -35.42 16.00 -53.70 23.54 -25.68 23.54 30.41 STRUCTURAL CALCULATIONS CALIFORNIA BUILDING CODE 2013 MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 0 STRUCTURAL CALCULATIONS ........._._.__..___._........................._...__..._...._.._.._.............._.._.._......_.._.............._._.....,.,__...,.,.,...,__............ _ Design Maps Summary Report User -Specified Input View Detailed Report Building Code Reference Document ASCE 7-10 Standard (which imhzes USGS hazard dam aaaiiabie in 2offli Site Coordinates 33.728571N, 116.27234°w Site Soil Classification Site Class i3 - "Stiff Steil" Risk Category 1/11/111 USGS-Provided Output S. = 1.789 g S„ = 1.784 g S,,. = 1.193 g Si = 0.854 q S.„ = 1.280 g Sir = 0.854 g For information on how the SS and S1 values above have been calculated {ream probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum hprimntal response, please return to the appimation and select the '2009 NEHRP" building code reference document. '199 xa[a c3k a.,ue x.� arise s21$ 4 � Rests S�actrutn Dw,;n RONAWS# speorwr pwakt3(xOk) N:w wtY (a4t) For PGR,,, 'r, %, , and G , values, Please vies the detailed report. A,Itivmu this iriormatm is a product of the U.S, Ciieokgical suivsey, we p m-ide no warramy, expressed or mvhed, as m the accuracy oF the data conniimed zmerein. This tool is rax a substrWW for tEcfWKa3 Su ,Ire' ct-matter krra wiw.ige. STRUCTURAL CALCULATIONS L 18 SITE CLASS DEFINITION= D OCCUPANCY CATEGORY = Y _ II SEISMIC DESIGN CATEGORY D _=_ LA QUINTA CALIFORNIA 92253 0.2 seg Ss=150%g 1.0 seg S1 60%g SDs= 2/3 X SMS SD1 = 2/3 X SM1 SDs = 1.19- .19-SDI SDI= 0.851 L R = . IE = 6.5 It TMLE 12.2 ASCE 7-11 1.0 t= 0.2 ASCE BASE SHEAR V= Cs W 0.183 W (12.8-1) Cs = SDS / ( R/IE) 0.183 (12.8-2) NOT EXCEED Cs = SD1 / T( R/IE) 0.655 (12.8-3) NOT LESS THAN Cs =0.01 0.010 (12.8-5) V= 0.181W `- tqC01Rre &Building Products -technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Siazemasrer 0 CPVC Fire sprinkler Pipe & Fittings Submittal Sheet f Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TFBP BlazeMaster CPVC products are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices In proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sizes 3/4° to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les. (Refer to IH -1900, Rev. 0, Janu- ary 2005 "Installation Instruction & Technical Handbook" for exact list- ing/approval information.) Manufacture Source U.S.A. Material • Pipe: ASTM F442, SDR 13.5 o Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange ,a vapid response NOME FIRE SPRINKLER SVSTE BlazeMaster@ is a registered trademark of Noveon IP Holding Corp. Page 1 Of 6 JAIMUARY, 2006 'TFP1915 i Page 2 of 6 TFP1915 NOMINAL SIZE AVERAGE AVERAGE WEIGHT WATER FILLED WEIGHT FT. OF PIPE WEIGHT PER LIFT O.D. I.D. Ibs./ft. lbs.fit PER LIFT Ibs. 3/4" 1.050" 0.874" 0.18 0.44 7875 1339 1" 1.315" 1.101' 0.26 0.67 5040 1320 1-1/4" 1.660" 1.394" 0.42 1.08 2835 1191 1-1/2" 1.900" 1.598" 0.54 1.41 2205 1213 2" 2.375" 2.003" 0.84 2.20 1260 1084 2-12' 2.875" 2.423" 1.26 3.26 1215 1531 3" 1 3.500" 2.952" 1.87 4.83 720 1344 Installation Tyco Fire and Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH -1900, Rev. 0, January 2005 "Installation Instruction & Techni- cal Handbook". FIGURE 9 — PIPE DIMENSIONS Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. 4 TFP1915 I IF • Siam PART 80132 80133 40 NUMBER X NOMINAL SIZE 0.14 NOMINAL TAKE-OUT 3/4" x 3/4" x 1° 80136 3/4" 80137 (T/O) 80000 9/16° 3/4° Z 40 1"x3/4"xV T/O 80138 0.26 5!B° 80001 5/8" 1' 40 80141 1-1/4"x 1"x,3/4, 518" 5/8° 80263 11/16° 80002 y 1-1/4° 0.38 7/8" 80003 Tro TKO 1-1/2" 1-1/4' x 1-1/4"x 3/4' 80266 80004 80274 2" 80267 3/4" 80005 1-1/4"x 1-1/4"x 1-1/2" 2-10 1" 80273 80006 80276 3" 80270 1-9/16° 80032 80132 80133 40 80134 X 80260 0.14 80135 3/4" x 3/4" x 1° 80136 3/4" 80137 REDUCING TEE 80261 9/16° 80262 Z 40 1"x3/4"xV T/O 80138 0.26 7/8" 80140 5/8" 5/8' 40 80141 1-1/4"x 1"x,3/4, 518" 5/8° 80263 X 1-1/4'x 1'x 1" y 80264 0.38 1-1/4"x 1" X 1-1/4" 80275 Tro TKO 80265 1-1/4' x 1-1/4"x 3/4' 80266 5/8" . . 80274 1-1/4" X 1-1/4" x 1' 80267 3/4" 80271 1-1/4"x 1-1/4"x 1-1/2" 80272 1" 80273 1-1/2° x 1.1/4" x 3/4° 80276 9/16" 80270 1-1/2" x 1-1/4" x 1" 80268 9/16" 80269 CROSS & REDUCING CROSS 80009 9/16" . T/O 80010 9/16" 9/16" 80 80011 7/8' 7/8" 80012 2" x 2" x 3/4" 3/4" 80013 1.13/16" 2"x 2"x 1" 7/8" 80014 40 T/O 80008 T/O T/O 80015 90° ELBOW & 80025 REDUCING ELBOW 80026 2-1/2' x 2.1/2" x 1" 80027 X 80028 T/O 80029 1-9/16" 80030 Y 80031 T/O 80032 Page 3 ®9 6 SCHD. WEIGHT Ob.) 40 0.11 40 0.19 40 0.26 80 0.51 80 0.90 80 1.59 80 2.41 Z 1-13/16° 40 xxyxZ X y 0.14 3/4" 3/4" x 3/4" x 1° 3/4" 3/4" 40 0.16 1" X 3/4' x 3/4" 9/16° 9/16" 15/16" 40 1"x3/4"xV 3/4° 11/16" 0.26 7/8" 1" x 1" x 3/4" 5/8" 5/8' 40 0.26 1-1/4"x 1"x,3/4, 518" 5/8° 1" 80 1-1/4'x 1'x 1" 3/4" 3/4" 0.38 1-1/4"x 1" X 1-1/4" 15/16" 15/16° 1-1/16" 1-1/4' x 1-1/4"x 3/4' 50 5/8" . . 80 1-1/4" X 1-1/4" x 1' 3/4" 3/4" 0.61 1-1/4"x 1-1/4"x 1-1/2" 1" 1" 1-3/8" 1-1/2° x 1.1/4" x 3/4° 9/16' 9/16" 80 1-1/2" x 1-1/4" x 1" 9/16" 9/16" 1.43 1-1/2" X 1-117 x 3/4" 9/16" 9/16" . 1-9H6" 1-1/2" X 1-1/7 X 1" 9/16" 9/16" 80 1-1/L" x 1-1/2" x 1-1/4" 7/8' 7/8" 2.28 2" x 2" x 3/4" 3/4" 3/4" 1.13/16" 2"x 2"x 1" 7/8" 7/8" 40 2°x2"x1-1/4° 1-1/16" 1-1/16" 0.23 2"x 2"x 1-1/2" 1-1/8" 1-1/8" 2-1/2' x 2.1/2" x 1" 1-9/16" 1-9/16" 80 2.10 x 2-1/2" x 1-1/4" 1-9/16" 1-9/16" 1.91 2-1/2" x 2-12' x 1-JJ2- 1-9H6" 1-9H6" 2-1/2" x 2-1/2" x2" 1-9/16° 1-9/16" 40 3"XWX1-1/2" 1-13/16" 1-13/16" 0.14 3"x3"x2" 1-13/16" 1-13/16" 3"x3"x2-1/2° 1-13/16" 1-13/16' 80 3/4" ----------------- 9/16" 1" 11/16" 1-1/4" 15/18' 1-1/2° 2" 1-5116" 2-1/2° 1-9/16" 3' 1-13/16" 1" x 1 ° x 3/4" x 3/4" 7/8" 3/4° 5/8" 1" 3/4" 1-1/4" 7/8" 1-1/2" 2" 1-5H6° 2-1Z 1-9/16" 3" 1-13/16' xxy Page 3 ®9 6 SCHD. WEIGHT Ob.) 40 0.11 40 0.19 40 0.26 80 0.51 80 0.90 80 1.59 80 2.41 Z 5/8" 40 0.14 3/4" 40 0.14 3/4" 40 0.17 13/16" 40 0.16 15/16" 40 0.21 15/16" 40 0.22 7/8" 40 0.26 7/8" 40 0.23 7/8" 40 0.26 1 ° 80 0.43 1" 80 0.36 1-1/16" 80 0.38 1" 80 0.36 1-1/16" 80 0.38 1" 80 0.45 13/8" 80 0.61 13/8" 80 0.66 1-3/8" 80 0.74 13/8' 80 0.78 1-9H6" 80 1.43 1-9/16" 80 1.46 1-9H6" 80 1.48 1-9/16" 80 1.50 1-13/16" 80 2.28 13/4" 80 2.25 1.13/16" 80 2.44 40 0.13 40 0.23 40 0.34 80 0.67 80 1.00 80 1.91 80 2.89 40 0.28 40 0.09 40 0.14 40 0.21 80 0.40 80 0.79 80 1.14 80 1.82 X y 1"x3/4" 11/16° 13/16° 40 0.16' FIGURE 2 - FITTING DIMENSIONS (Part 1 of 4) f Page 4 of 6 TFP1915 FITTING PART TYPE NUMBER NOMINAL 82E NOMINAL TAKE-OUT SCHD. WEIGHT (T/O) (Ib.) 4S° ELBOW 80050. 3/4" T/O 80051 1 ° 3/8 40 0.08 3B" 40 0.11 80052 1-1/4" 3/4" 40 0.20 80053 1-12" 1/2" 80 0.31 T/O 80054 2" 3/4" 80 _ 0.56 80055 2-1)2" 13/16" 80 0.89 80056 3° 1. 80 1.19 80075 3/4" COUPLING & 80078 1/8" 40 0.07 80077 1-1/4" REDUCING COUPLING 1" 1/8° 40 0.11 80078 3/16° ` 0 0.12 112" 3/16" 80 0.25 80079 2° 3/16" 80 0.38 80080 2-1/2" 1/4" 80 0.67 T/O 80081 3" 3/16° 80 0.91 80220 1"x3/4" 1/8" 40 0.08 80200 1" x 3/4" 7/16" 40 0.04 1-1/4° x 1° 5/16° 80201 1-1/4'x,3/4" 12° 80202 40 0.11 40 0.12 80203 1-12° x 3/4° 5/8" 80 0.16 REDUCER BUSHING 80204 1-1/2° x 1" 1/2" 80 0.14 80205 1-1/2"x 1-1/4" 3/8" 80 0.17 80206 2"x 3/41 13/16" 80 0.27 80207 2"x 1° 80208 2"x 1-1/4" 11M8 1/16° 80 0.2680 0.24 80209 2"x 1-1/21 T/O 80215 7/16" 80 0.19 2-12° x 1 ° 15/16° 80 0.42 80214 2-1/2° z 1-1/4" 13/16" 80 0.45 80213 2-1/2"x 1-12° 11/16" 80 0.48 80211 2-1/2°x2" 5/8" 80 0.29 80210 3'x2" 3/4" 80 0.72 80212 3" x 2-1/2° 1/2" 80 0.47 CAP 80100 3/4" 80101 1" 5/16° 40 0.04 80102 1-1/4° 30 40 0.067/16° 40 0.10 80103 1-12° DI 80104 2" 11/16° 80 0.20 T/O I- 80105 so 0.31 2-12a 7l8° solos 80 0.58 s" 1° 80 0.88 GROOVED COUPLING ADAPTER T/O PIPE O.D. 80160 1-1/4"x 1-1/4° Groove 2-5/16" 1-11,V,(1.660-) PIPE 80161 1-12" z 1-12°Groove 40 0.78 2-5/16° 1-12° (1.900°) 80 0.95 80182 2° x 2" Groove 2-5/16" 2-(2.375-) 80 1.42 80163 2-10 z 2-12" Groove 2-5/16° 2-12" (2.875") 80 2.28 80164 3" x 3" Groove 2-1/4". 3" (3.50(r) 80 3.00 TA:)� 80169 2-12° x 78,1 mm Groove 2-5/16" 76,1 mm (3.000") 80 2.28 FIGURE 2 - FffriNG DimEMSIOi! S (Part 2 of 4) r •: TFP1915 Page 5 of 5 FITTING' PART TYPE NUMBER NOMINAL SIZE NOMINAL TAKE-OUT WEIGHT (TIO) SCHD. (Ib.) SPRINKLER HEAD ADAPTER 80175E 3/4" x 12"NPT 7/16° 80176E 1"x 1/2° NPT 80 0.20 80175WL 7/16' 80 0.22 3/4° x 1/2" NPT 7/16° 40 0.16 80179 1" x 3/4" NPT Tro 13/16° 40 0.43 SPRINKLER HEAD ADAPTER 80175W 3/4"x 10 NPT 1� 80176W 1" x 1/2" NPT 40 0.19 1/2" 40 0.18 qT10 SPRINKLER HEAD ADAPTER (SPIGOT) 80177L 3/4"x 1P2" NPT 1� 80178 1"X 1/2" NPT 40 0.16 80180 9/16" 40 0.20 1" X 3/4° NPT 7/8° 40 0.40 T/O FEMALE ADAPTER ' 80142 3/4° x 3/4" NPT 13/18" 40 0.41 80145 V x 1" NPT .63 80146 7/8° 40 0.63 1-1/4° x 1-1/4° NPT 1-1/8° , 80147 1-1/2"x 1-1/2° NPT 40 1'03 601481-30 80 1.42 T/O 2° x 2" NPT 1-11/16° 80 2.66 MALE ADAPTER 80157 3/4" x 3/4" NPT 1-5/16° 60158 P x 1" NPT 40 0.33 13/8" 40 0.56 T/O SPRINKLER HEAD XxYxZ X y Z ADAPTER TEE 80250 3/4"x 3/4"x 1/2" NPT 9/16° 9/16" 1° Z 80251 1° x 1° x 1/2°NPT 1 40 0.22 w 11/16" 11/16 1-3/16" 40 0.29 80249 1" x 1° x 1° NPT 15/16" 15/16" 1-9/16" 40 80256 1-1/4"x 1° x 1/2° NPT 0.73 7/16" 9/16" 1-5/16" 40 0.30 80252 1-1/4"x 1-1/4"x 1/2° NPT 7/16° 7/16° 1-5/18° 40 0.31 X 802547 1-1/2'x 1-1/4"x 1/2" NPT 1/2° 11/16" 1-7/16" 80 0,43 1-1/2"X 1-1/2° x 1/2° NPT 1/2" 1/2" 1-7/16" 80 0,46 TA) 80258 2° x 1-1/2" x 1/2° NPT 1/2° 5/8"' 1-11/16" BO 0,56 80253 2"x T x 1/2° NPT 1/2° 1/2° 1-11/4 80 0.62 FIGURE 2 — FITTING DIMENSIONS (Part 3 of 4) 0 Page 6 of 6 FITTING TYPE BACK-TO-BACK CROSS SPRINKLER HEAD ADAPTER 90" ELBOW Y T/O X T/O Limited Warranty PART NUMBER NOMINAL SIZE xxYXz 80459 I 1" x 12" NPT x 12" NPT 80460 VX 12" NPT x 10 NPT xxYxzxw 80462 1 1" x 1" x 12" NPT x 12" NPT 80463 1"X 1"X 12" NPTx 10 NPT xxY 80199 3/4'X 12" NPT 80198 1"x 12" NPT 80196 1" x 3/4" NPT TFP1915 NOMINAL TAKE-OUT (TIO)W�O� SCHD. EIGHT WEIGHT x Y, Z 5/8" 1-5/16" 40 0.48 5/8" 1-3/16" 40 0.46 X�Y Z,W 52" 1-3/16" 40 0.46 5B" 1-5/16" 40 0.47 x Y 9/16" 1" 40 0.20 3/4" 1-1/4" 40 0.26 1-1/16° 1-7/16" 40 0.26 FIGURE 2 — FITTING DIMENSIONS (Part 4 of 4) Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for It, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, Including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and In no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing Warranty is made in -lieu of any and all other warrantiaL e.. Press Or Implied including warranti c of merchantability and fitne—ss for a par- ticular pur oce This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 1944F N411UNG* a Page 1 of 5 FREEDOM° RESIDENTIAL PENDENT SPRINKLER VK470 (K3.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Freedom® Residential Pendent Sprinkler VK470 is a thermosensitive, glass -bulb residen- tial sprinkler available in several different finishes and temperature ratings to meet varying de- sign requirements. The Electroless Nickel PTFE (ENT) coating has been investigated for instal- lation in corrosive atmospheres and is C -UL -US -EU Listed as corrosion resistant as indicated in the Approval Chart. The sprinkler orifice design, with a K -Factor of 3.0 (43.2 metric*), allows efficient use of available water supplies for the hydraulically designed fire -protection system. The glass bulb operating element and special deflector characteristics meet the challenges of residential sprinkler standards. 2. LISTINGS AND APPROVALS I& us UL Listed (C -UL -US -EU): Category VKKW EU Refer to the Approval Chart and Design Criteria for C -UL -US -EU Listing requirements that must be followed. 3. TECHNICAL DATA Specifications: Avaiilable since 2012. Minimum Operating Pressure: Refer to the Approval Chart. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1/2" (15 mm) NPT Viking Technical Data may be found on Nominal K -Factor: 3.0 U.S. (43.2 metric*) The Viking Corporation's Web site at Metric K -factor measurement shown is in Bar. When pressure is measured in kPa, http://www.vikinggroupinc.com. divide the metric K -factor shown by 10.0. The Web site may include a more recent Glass -bulb fluid temperature rated to -65 °F (-55 °C) edition of this Technical Data Page. Overall Length: 2-1/4" (58 mm) Covered by the following U.S. Patent: 9,265,981 Material Standards: Frame Casting: QM Brass Deflector: Phosphor Bronze UNS-C51000 or Brass UNS-C23000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Compression Screw: Brass UNS-C36000 Pip Cap and InsertAssembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For ENT coated sprinklers Belleville spring - Exposed Screw and Pipcap ENT plated Ordering Information: (Also refer to the current Viking price list.) Sprinkler: Base Part No. 17147 Order Sprinkler VK470 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the tempera- ture rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M -/W, Black Polyester = M -/B, and ENT = JN Temperature Suffix: 155 °F (68 °C) = B, 175 °F (79 °C) = D For example, sprinkler VK470 with a Brass finish and a 155 °F (68 °C) temperature rating = Part No. 17147AB, Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website) Sprinkler Wrenches: A. Standard Wrench: Part No. 10896W/B (available since 2000) B. Wrench for Recessed Sprinklers: Part No. 13655W/B** (available since 2006) C. Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool*** Part No. 15915 (available since 2010.) **A %" ratchet is required (not available from Viking). ***Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F051808. Sprinkler Cabinets: A. Six -head capacity: Part No. 01724A (available since 1971) B. Twelve -head capacity: Part No. 01725A (available since 1971) Form No. F_061011 16.03.31 Rev 16.1 Replaces Form No. F_061011 Rev 15.1 (added US patent number) •. i Page 2 of 5 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49068.. Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 4. INSTALLATION ' Refer to appropriate NFPA Installation Standards.,, 5. OPERATION During fire conditions, the heat -sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements: 7. AVAILABILITY The Viking. Model VK470 Sprinkler is available through.a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Vikinq directly. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES t' S*-Ank W %iniperdt�ne r �883uwassc�sr 7 _�i A.+=get ' �w aep � r . ` I GoIOr ,. ti ratdw Ordinary 155 °F (68 °C) X100 °F.(38 °C) _ - `Red Intermediate 175 'F (79 °C) 150 °F (65 °C) Yellow Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion Resistant Coatings': ENT Footnotes ' ' The sprinkler temperature rating is stamped on the deflector. T Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies Indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For ENT coated sprinklers, the waterway is coated. Note that the spring is exposed on sprinklers with ENT coating. ` Wrench Flats " Protective . Sprinkler Cop 90896 m Figure 1: Standard Sprinkler Wrench 10896W/B Form No. F_061011 16.03.31 Rev 16.1 i ` - • f • Page 3 of 5 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877.3Rd Asad Fnv• 9Ro_R4R_4cQn C--*.,. 6--L.-..__,--%__e,_ - _ _-__ Form No. F_061011 16.03.31 Rev 16.1 Appr©Val CharF - - Vlking VK470, 3:0 K Factor Residential Pendent'Sprinkler' - For systems tl rgned to NFPA-136 iir NFPA 13R�'For""systems designed to NFPA 13, refertc the design cilteria. Por ceiling types refs to ° - r• the Eu editio-a of NFPA 13,13R'cf 93D Y " Sprinkler Base SIN NPT Thread Size Nominal K -Factor Maximum Water Overall Length Part Number Working Pressure Inches mm U.S. metric 2 Inches mm 17147 VK470 1/2 15 3.0 • 43.2 175 psi (12 bar) 2-1/4 58 Ordinary Temp Rating Intermediate Temp Max. (155 °F/68 °C) -Rating (175 °F/79 °C) Listings and Approvals 3 Minimum AreCoverage FtX Ft DeflectorInstallation Type Spacin g Flow , Pressure 4 Flow 4 Pressure4 (m X m) GPM PSI GPM PSI Ceiling $ �� ,� NYC NSF Ft. (m) (Umin) (bar) (L/min) (bar), EO Standard 12 X 12 8 7.11 8 7.11 surface - (3.7 X 3.7) (30.3) (0.49) (30.3) (0.49) mounted " escutch- eons, the Microfast® Model F-1 14 X 14 S (4.3 X 4.3 10 (37.9) 11.11 (0.77) 10 (37.9) 11.11 (0.77) 1-1/8 to 2 Adjustable Escutcheon, See Footnotes See Foot- 4 inch or recessed 6 and 9 note 7 ( ) with the Micromatic® Model 16 X 16 13 18.8 .13 18.8 E-1, E- (4.9 X 4.9) (49.2) (1.29) (49.2) (1.29) 2, or E-3 Recessed Escutcheon Footnotes Part number shown is the base part number. 'For complete part number, refer to Viking's current price schedule. z Metric K -factor measurement shown is when pressure is measured in Bar. , When pressure is measured in kPa, divide the metric K factor shown by 10.0. / 3 This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Refer also to Design Criteria. 4 For areas of coverage smaller than shown, use the "Flow" and "Pressure" for the next larger area listed. Flows and listed are per sprinkler. pressures 5 Listed by Underwriter's Laboratories, Inc. for use in the U.S., Canada, and European Union. 8 Approved Finishes are: Brass, Chrome, White Polyester, and Black Polyester 8. Meets New York City requirements, effective July 1, 2008. d 8 Other paint colors are available on request with the same C -UL -US -EU listings as the standard finish colors. 8 Approved finish is Electroless Nickel PTFE. (ENT). ENT is C -UL -US -EU Listed as corrosion resistant. ENT is available with standar surface -mounted escutcheons or the Micromatic Model E-1 Recessed Escutcheon. Form No. F_061011 16.03.31 Rev 16.1 t VIKING° Page 4 of 5 FREEDOM® RESIDENTIAL PENDENT SPRINKLER VK470 (K3.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-6464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 7 UL Listing Requirements (C -UL -US -EU): When using Viking Residential Pendent Sprinkler VK470 for systems designed to NFPA 13D or NFPA 13R, apply the listed areas of coverage and minimum water supply requirements shown in the Approval Chart. For systems designed to NFPA 13• The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers. The mini- mum required discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in the Approval Chart for NFPA 13D and NFPA13R applications for each listed area of coverage, or Calculated based on a minimum discharge of 0.1 gpm/sq. ft. over the "design area" in accordance with sections 8.5.2.1 or 8.6.2.1.2 of NFPA 13. • Minimum distance between residential sprinklers: 8 ft. (2.4 m). IMPORTANT- Always refer to Bulletin Form No. F 091699 - Care and Handling of Sprinklers. Also refer to Form No. F 080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA and any other similar Authorities Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Final approval and acceptance of all residential sprinkler installations must be obtained from the Authorities Having Jurisdiction. 11 I Spzin kle7 Wrench '3655013- for recessed Pe"Oent sprirklem 112' ratchet is required ?,-a, avai�aWe torn Vking;. Caref0y Slide she wrench vdaways around the prc:ectwe cap, ensuring engagement with the sinnWer wrench flats. Figure 2: wrench 13655WIB for Installing Recessed Sprinkler VK470 112' (15 mm) NPT 2-1/4' (58 mm (38 mm) (29 mm) Ceiling Opening Size: 2-5/16' (59 rim) minimum 2-1/2' (64 mm) maximum Installed with a standard 1/8' (3 mm) surface -mounted escutcheon Installed with a Microfast Model F-1 Adjustable Escutcheon Figure 3: Sprinkler VK470 Dimensions with a Standard Escutcheon and the Model F-11 Adjustable Escutcheon -I I I I . I ---. V , , IU. .JI Iltz;v I U. I Page 5 of 5 ® IlloFREEDOM® RESIDENTIAL PENDENT SPRINKLER VK470 (K3.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email- tpchcvrsnvilrinnrnrn ^^m Ceiling Opening Size: 2-5/16' (59 MM) minimum 2-1/2' (64 Mrs) maximum' ................. ...:.....:......:......... 1-3/4' 1-1/8' (29 MM) 2. 1-1/8' (29 Mrs) Ma MM) Minimum CST Mrs) Min'rum Maximum M0.XIMUPI Installed with a Instnlled with a threaded MlcroMntic Model E-1 -2 E Model o MlcroMatic Md Recessed Escutcheon Roroccor! ♦-oel2 Figure 4: Sprinkler VK470 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Page 1 of 5 ® FREEDOM" RESIDENTIAL CONCEALED PENDENT SPRINKLER VK488 (K3.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Freedom® Residential Concealed Pendent Sprinkler VK488 is a small high -sensitivity solder link and lever residential sprinkler designed for installation. on concealed pipe systems where the appearance of a smooth ceiling is desired. The orifice design, with a K -Factor of 3.0 (43.2 metric*), allows the sprinkler's ef- ficient use of available water supplies for the hydraulically designed fire -protection system. The operating element and special deflector characteristics meet the chat- lenges of residential sprinkler standards. R .' The sprinkler is pre -assembled with a threaded adapter for installation with a low- profile small -diameter cover assembly installed flush to the ceiling. The two-piece r"; -,.„ -• _ :" �+= design.allows installation and testing of the sprinkler prior to installation of the • s•-��' `"-� ` �` y �-."�; • cover plate. The "push -on", "thread -off' design of the concealed cover plate as- . � N . _ �•.�- � �--�,;- ��; sembly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied, while also providing up to %" (12.7 mm) of vertical adjustment. The cover assembly can be removed and reinstalled, allow- - Ing temporary removal of ceiling panels without taking the sprinkler system out of service or removing the sprinkler. f 2. LISTINGS AND APPROVALS . e VI. er UL Listed (C -UL -US -EU): Category VKKW eu Refer to the Approval Chart and Design Criteria for C -UL -US -EU Listing requirements that must be followed. . '3. TECHNICAL DATA , Specifications: 'Available since 2013. Minimum Operating Pressure: Refer to the Approval Chart. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydro statically,to 500 psi (34.5 bar). Thread size: 1/2" (15 mm) NPT Nominal K -Factor: 3.0 U.S. (43.2 metric*) : Metric K -factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. Material Standards: - Sprinkler Body: Brass UNS-C84400 or QM Brass Deflector: Phosphor Bronze UNS-C51000 - Viking Technical Data may be found on Deflector Pins: Stainless Steel UNS-S30200 The Viking Corporation's Web site at Button: Brass UNS-C36000 i " http://wwwvikinggroupinc.com. Seat Assembly: Brass UNS-C31600 Compression Screw: Brass UNS-C36000 The Web site may include a more recent - Fusible Element Assembly: Beryllium Nickel, coated with black acrylic paint, edition of this Technical Data Page. Levers: Stainless Steel UNS-S31600 Lever Bar: Copper Alloy UNS-C72500 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Cover Adapter: Cold Rolled Steel UNS-G10080, Finish: Clear Chromate over Zinc Plating Shipping Cap: Polyethylene , Cover Plate Materials: f " Cover Plate Assembly: Copper UNS-C11000 and Brass UNS-C26800 c Spring: Beryllium Nickel ' Solder. Eutectic Ordering Information: (Also refer to the current Viking price list.) Viking Freedom® Residential Concealed Pendent Sprinkler VK488 and Cover Plate Assembly must be ordered separately: Sprinkler: Part No. 18325 (includes a 165°F (74°C) rated sprinkler with a protective plastic cap covering the unit):, Form No. F_073012 Rev 14.1 (Added EU Listing) N-IKJNG4� 1 Page 2 of 5 FREEDOM® RESIDENTIAL CONCEALED PENDENT SPRINKLER VK488 (K3.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269418-1680 Email: techsvcs@vikingcorp.com Cover Plate Assembly: Base Part No. 13504 (2-3/4" diameter), Base Part No. 13642 (3-5/16" diameter), No. 15394 (square cover plate, 3-5/16" diameter) Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cover temperature rating to the base part number: Finish Suffix: Polished Chrome = F, Brushed Chrome = F -/B, Bright Brass = B, Antique Brass = B -/A, Brushed Brass = B -/B, Brushed Copper = E -/B, Painted White = M -/W, Painted Ivory = M -/I, Painted Black = M -/B Temperature Suffix: 135 °F (57 °C) =A ' For example, cover 13504 with a Polished Chrome finish and a 135 *F (57 *C) temperature rating = 13504FA. Available Finishes And Temperature Ratings: Refer to Table 1. - Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches": A. Heavy Duty Part No. 13623W/B (available since 2006), or B. Head Cabinet Wrench Part No. 13619*** (available since 2006) C. Optional Concealed Cover Plate Installer Tool Part No. 14412 (available since 2007) - D. Optional Large Concealed Cover Plate Installer Tool Part No. 14867 (available since 2007) —Requires a %" ratchet (not available from Viking). ***Also optional for removal of the protective cap. Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No. 01731A (available since 1971) 4. INSTALLATION « . Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches, releasing the deflector. Continued heating of the exposed sprinkler causes the fusible element to diserigage releasing the sealing assembly. Water flowing through the sprinkler orifice strikes the deflector, forming a uniform spray pattern over a specific area of coverage determined by the water supply pressure at the sprinkler to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE ' Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7: AVAILABILITY , Viking Sprinkler Model VK488 is available through a network of domestic and international distributors. See The Viking Corporation - web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE ' For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler' Sprinkler Nominal Maximum Temperature Rating Cover Plate Large Cover: .Square Cover, Temperature Temperature Ambient Ceiiing • of.the Cover • Base Part Platte Base Plate Base Classification Rating' Temperature2 Assembly (Required) Number• Part Number° Part Number' Ordinary 165 °F (74 °C) 100 °F (38 °C) 135 °F (57 °C) 13504 13642 15394 Cover Plate Finishes: Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black Footnotes _ ' The sprinkler temperature rating is stamped on the deflector. Z Based on NFPA-13, NFPA 13R, and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. Form No. F073012 Rev 14.1 1 Page 3 of 5 '1nM® RPclnGn1T1A1 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Apprtaval ,Chart - - — 'r ' Vikmg VK488,` i0 K=Factow' Concealed.Pei� dent Sprinkler " For systems designed tb NFPA 13D or NFPA 13R For" de'signed.to NFPA 13, refer to the design criterla For Ceiling types refer r •. - ` to`NFPA 13 13l2or.13D 2013 Editions _ :E- -'z Sprinkler Base SIN NPT Thread Size 'Nominal K -Factor Maximum Water Inches mm U.S. metric2 Part Nuber' m Working Pressure 18325 VK488 1/2 15' 3.0 43.2 175 psi (12 bar) Ordinary Temp Max. Coverage Rating166 OF/74 °C ( ) Listings and Approvals' Minimum Areae Ft. X Ft Deflector to Ceiling Installation Type Spacing Flows Pressures ' (m X m) GPM PSI sous NYC NSF' Ft. (L/min) (bar) ED (m) 12X 12 8 7.1 (3.7 X 3.7) (30.3) (0.49) Concealed with ' See See See 8 14 X 14 11 13:4 (4.3 X 4.3) (41.6 (0'92) Refer to Figure 2 Cover Plate ' Footnote 8 Footnote 5 Footnote 8 Assembly and 10 and 10 (2.4) 16X 16 13 98.8 (4.9 X 4.9) (49.2) 0.30) Footnotes ' Part number shown is the base part number. For complete part number, refer to Viking's current price schedule. 2 Metric K -factor measurement shown is when pressure is measured in Bar. ,When pressure is measured in kPa, divide the metric K -factor shown by 10.0. ' This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Refer also to Design Criteria. 4 Listed by Underwriter's Laboratories, Inc. for use in the U.S., Canada,'and European Union. s Meets New York City requirements, effective July 1, 2008. e For areas of coverage smaller than shown, use the "Flow" and "Pressure" for the next larger area listed. Flows and pressures listed are per sprinkler. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the minimum "Flow" and "Pressure" used. 7 UL Classified to: NSF/ANSI Standard 61, Drinking Water System Components (MH48034). .8 Accepted Cover Plate Finishes are: Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black e. 9 Other paint colors are available on request with the same C -UL -US -EU listings as the standard finish colors. , 10 CoverTemperatureRating is 135 °F (57 °C). Cover Part No. 135041, 13642' (large diameter), or 15394' (square cover plate). Form No. F_073012 Rev 14.1 Page 4 of 5 ® FREEDOM® RESIDENTIAL • CONCEALED PENDENT SPRINKLER VK488 (K3.0) •, The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com DESIGN: RITERIA �.• . ,. o. t. _ _ ' 4 • (Also refer to the Approval s ' UL Listing Requirements (C -UL -US -Eu): When using Viking Residential Concealed Pendent Sprinkler VK488 for systems designed to NFPA 13D or NFPA 13R, apply the listed areas of cover- age and minimum water supply requirements shown in the Approval Chart. For systems designed to NFPA 11 The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in the Approval Chart for NFPA 13D and NEPA 13R applications for each listed area of coverage, ga • Calculated based on a minimum discharge of 0.1 gpm/sq. ft. over the "design area" in accordance with sections 8.5.2.1 or 8.6.2.1.2 of NFPA 13. • Minimum distance between residential sprinklers: 8 ft. (2.4 m). Concealed sprinklers must be installed in neutral or negative pressure plenums only. IMPORTANT: Always refer to Bulletin Form No. F_09169.9 - Care and Handling of Sprinklers. Also refer to pages RES1-17 for general care, installation, and maintenance information. Viking.sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA and any other similar Authorities Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Final approval and acceptance of all residential sprinkler installations must be obtained from the Authorities Having Jurisdiction. Sprinkler and Adapter Assembly (Protective Cap is removed for Installation --use Wrench 13619e)K) f Step -1: Carefully sl 2-1/4' (57,2 mm) diameter opening Is requ(red Iri vie ceiling. — Sprinkler Wrench (Part No. 13623W/Be* is shown) wrench sideways around ,. the deflector and pins a*A 1/2' ratchet is required Step 2: Carefully press the wrench (not avallable from Viking), upward and turn slightly to ensure engagement with sprinkler wrench flats. " Figure 1: Sprinkler Installation and Correct Use of Wrenches Form No. F 073012 Rev 14.1 Page 5 of 5 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1/2' (15 mm) NPT 2-1/8' (54 mm) Note; Upon sprinkler activation, the deflector descends to approximately 13/16' (20.6 mm) below the sprinkler body, 2-1/16' (52 mm) Minimum Figure 2: Sprinkler Dimensions and Cover Installation Q r o c-) �- O J � VIKING, Identification of Custom Paint Color: All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates custom color and will have a representative sample (a paint dot) of the paint on the label. Figure 3: Identification of Custom Paint Color for Concealed Covers 2-3/4' (70 mm) or 3-5/16' (84.1 mm) D❑ NOT PAINT 1--l-3-5/16' (84.1 mm) -►I Figure 4: Square Cover Assembly 151394 Form No. F_073012 Rev 14.1 (Added EU Listing) Pipe Clamps Fig. 28 - "Stand -Off" Hanger & Restrainer for CPVC Plastic Pipe & IPS Steel Pipe ** ®TOL Size Range: — 3/4" (20mm) through 2' (50mm) Material: — Steel, Pre -Galvanized Function: — Designed to be used as a hanger and restrainer for CPVC piping where the 'stand-off' design will ease installation by eliminating the need for wood blocking. Features: • Flared edge design protects CPVC pipe from any rough or abrasive surfaces. • Unique twist and lock design holds pipe firmly in place and allows retrofit type of installation. • The "Stand -Off' design eliminates the need for wood block extension. • Can be installed on horizontal or vertical piping regardless of mounting surface orientation. • Attaches easily to wood structure with two hex head self -threading screws furnished with product. • Installs easily using rechargeable electrical driver with 5/16" (7.9mm) extension socket eliminating impact tool damage to pipe. • Attaches easily to steel, minimum 18 gauge (1.024mm) with (2) 1/4" x 1" tek type self drilling tapping screws. • UL Listed as a hanger and a restrainer for fire sprinkler piping. Approvals: — Underwriters Laboratory Listed in the USA (UL) and Canada (cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners supplied with product, or into minimum 18 gauge steel using (2) 1/4" x 1" tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Fig. 28 satisfies the UL vertical restraint requirement where needed. UL Listed as a hanger and vertical restraint when installed on 3/8" (9.5mm) composite wood material. Use two Fig. 27B Speed Nuts when used as a hanger and restraint. Use one Fig. 27B Speed Nut on the upper installed screw when used as a hanger only. Order by: — Figure number and pipe size. Pat. # 7,455,268, Pat. # 7,832,248 ** With reduced spacing, consult factory. V Fig. 27B F, $ (1) Required{ m High Side of Hanger Application •', Hanger Application Fig. 27B (2) Required Hanger and Restraint Application C @us LISTED I fI l I 1 I I Bi -Line by,71 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 40 Fire Protection Solutic Pipe Size A B C Max Hanger Approx. Part No. in. (mm) in. (mm) in. (mm) in. (mm) Spacing Ft. (m) W0011 lbs. (kg) 28-3/4 3/4" (20) 31/32" (77.0) 2" (50.8) 31/2" (88.9) 51/2 (1.67) 18 (8.1) 28-1 1" (25) 35/16" (84.1) 23/16" (55.6) 31/2" (88.9) 6 (1.83) 21 (9.5) 28-11/4 11/4" (32) 35/e" (92.1) 23/8" (60.3) 31/2" (88.9) 61/2 (1.98) 23 (10.4) 28-11/2 11/2" (40) 4" (101.6) 21/2" (63.5) 31/2" (88.9) 7 (2.13) 31 (14.0) 28-2 2" (50) 41/2" (114.3) 211116" (68.3) 35/8" (921) 8 (2.44) 34 (15.4) Bi -Line by,71 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 40 Fire Protection Solutic I Pipe Clam Fig. 29 - Double Offset Hanger & Restrainer for CPVC Plastic Pipe & IPS Steel Pipe* ®TOLcc Size Range: Available in 3/4" (20mm) and 1" (25mm) pipe sizes Material: Pre -Galvanized Steel Function: Intended to perform as a hanger and restrainer for CPVC, plastic fire sprinkler pipe. Provides double offset 11/2" (20mm) x 11/2" (20mm) from mounting surface. This design will ease installation by eliminating the need for wood block extension and allow retro -fit attachment of hanger to sprinkler pipe. Features: • Thumb tab provides protection to restrain pipe in rough job site conditions. Tab is not required to be bent for listed installation. • Offset edge eliminates abrasion. • Attaches easily to wood structure with two special #10 x 1 " hex head self -threading screws furnished with product. • Can be used as a single offset hanger by aligning 'dimples" with top of mounting surface and utilizing two fasteners in two of the three holes provided. Approvals: Underwriters Laboratories Listed in�the USA (UL) and Canada (cUL) as a hanger and restrainer to support fire sprinkler systems. Meets and exceeds requirements of NFPA 13, 13R and 13D. Finish: Pre -Galvanized Order By: Figure number and pipe size. Patent Pending ** With reduced spacing, consult factory. Double Offset a 0 Single Offset Install using a rechargeable electric drill fitted with a 5/16" (7.9mm) socket attachment with the special hex head self -tapping screws provided. Install screws until they bottom out. Pipe can be "snapped" into hanger before or after installation of the screws to the mounting surface. "Thumb tab" may be bent up to provide additional protection to the pipe, but is not required for performance of the hanger/ restrainer function. 0 0 (soo0 (38.1mm) �i B -Line All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. tj- Noes BI dSS, Swing,Threa%ied, TIP,3 Tile� Nl COO brass swing check valve prevents back-flow by automaLically ctaialp thet fluid reverses direction. Swing checks may be installed in horizontal positions dor v with flow moving up). The NIBCQO brass check valve features threaded end connections for easy installation. Please reser to NIBCO technical data sheets, chemical resistance guides and catalogs for engineering and installation information. Choi NIBCOO check valves for the most specified, versatile and economical valve option in commercial and residentia applications. The NIBCOO check valve is backed by the !MISCO 2 -year limited warranty. << Loss Overview a Valve pressure rating 240 psi/14 bar non -shock cold working pressure Brass disc o Brass bonnet o NPT x NP -r end connections o Use 'n U.S. drinking water applications is prohibited after January 3, 2014 a Size range'/2" to ,'', Models ResoUrces Warranty FNa a Actuation (/Valves/Actuation/) Bail Valves (!Valves/Bati- Stii�tt`ti'ti:�l Brass Check Valves Brass Body a Swing Type Check 200 PSI/14 Bar Nan -Shoals Cold Working Prwssure MATERIAL LIST PART SPECINCATION i 1300,1E1 Bronze A.S'rlvl B 584 Allo, C85700 2._ ?lun Bronze AST10 f;1"n ARDy C36000 3. din- Brass A$ T NI 8 16 rtiL4 �;377t1Q _ t7isc Brass ASTiul B 124; ANo}r 037700 5. ;sacJy Brass AMA B 584 Alloy 085700 or mm. Ailoy C83E00 HEX TI -3 Threader! S$-1 lIF f TI -3 SI -2 NPT to pJPT Cup x Cup DIMENSIONS --WEIGHTS Dimensions )older Site En mm TI -3 A in mm Sl -3 A In mcaF Tl -3 a In mm SI -3 a 1n mm Til -3 C In. mm S1-3 C in. man TI -3 0 In mm. SI -3 13 In. mm. SI -3 1= In. mm. WEIGHT TI -3 $t-3 Lbs. E(n. lA Ka. 1,A i5 2.05 57 2.13 5+1 1.50 30 1.50 38 1 OD 25 (01 1fi 0,52 - 13 0.52 13 0.50 13 0 LEG 0.21 0.46 0.21 3! 20 2.' 2 59 2.99 76 1. 57 40 1.57 40 122 31 0 0a 22 U0 18 0.7G 18 0.75 19 Q.Bri 0.30 0.66 0,30 1 25 2.72 69 3.56 93 1,77 45 177 45 1.50 38 1.13 29 0-94 24 0,9,1 24 0.91 23 0.92 0.42 0.92 0.42 1'/ 32 3.11 74 4.09 104 2.01 51 2.01 51 185 47 138 15 ).24 32 1.24 32 0.97 25 1.60 0.73 1.60 _0.73 1r ' 40 150 89 457 116 2.17 55 2.17 55 911 54 1.53 41 1.42 35 1.42 36 1.09 28 1.79 0.81 1.79_ 0,81 2 50 4.29 i 09 5.51 140 2.64 67 7.64 57 2.61) 56 2,13 54 181 46 1,81 46 1.3 34 2.87 1,30 287 1.311 d -a 65 5.31 135 - _- 3,31 8-1 - 323 P.2 726 57 - 5.29 2:10 - 3 80 6.30 160 3.78 95 3 7a n6 - 2,70 59 - - 8,82 4,31 - 4 100 7,138 120 c 45 113 - 4 81i 17� - - 3.71 96 - t3 23 NOT MRUSEW.OrH POTABLE DRINVJNG WATER APPJCATIORSAFTER JANUARY 3.11na � t•!t>3GO (P -'C• V�G6lfl IiC:AOOUAIiEERS � tri1C ra�f101E0UE1Y 6% - E[itNft(1T, Ir�i db5is•d74o a U$�i " Pf:; 1.8rioa3�1.42z� NOTES ALL PIPE SIZES ARE 1" 1. ALL SYSTEM PIPING AND FITTINGS SHALL BE NEW AND U,L, LISTED, ALL CPVC IS BLAZEMASTER UNLESS NOTED OTHERWISE, ALL COPPER IS TYPE 'L' UNLESS NOTED OTHERWISE, 2, SECURE PIPING TO TOP OF CEILING JOIST OR BOTTOM CHORD OF TRUSS, USE APPROVED PIPE STRAPS AND SCREWS, 3. SPRINKLERS ARE PERMITTED TO BE PAINTED AT THE FACTORY ONLY, ANY SPRINKLER THAT HAS BEEN PAINTED OUTSIDE THE FACTORY MUST BE REPLACED WITH A NEW LISTED SPRINKLER PER N,F,P,A, 13D, 4. HANGER SPACING SHALL BE IN ACCORDANCE WITH N,F,P,A, 13D, MAXIMUM OF 6'-0' BETWEEN HANGERS FOR 1' PIPING, MAXIMUM OF 6'-6' FOR 1-1/4' PIPING, MAXIMUM OF 12' FROM SPRINKLER HEADS FOR 1' PIPE, MAXIMUM OF 6' FROM SPRINKLER HEADS FOR 3/4' PIPE, 5. ALL PENETRATIONS THROUGH FIREWALLS AND CEILINGS BETWEEN ATTACHED GARAGES AND RESIDENCE WILL BE SEALED IN AN APPROVED MANNER TO MAINTAIN THE INTEGRITY OF THE FIREWALL, 6. SPRINKLERS MUST BE INSTALLED ACCORDING TO THE SPACING PARAMETERS THAT HAVE BEEN HYDRAULICALLY PROVEN, BUT MAY NOT BE IN THE EXACT LOCATIONS SHOWN ON PLAN, 7. DRILLING OR NOTCHING OF STRUCTURAL MEMBERS SHALL BE IN STRICT ACCORDANCE WITH THE 2013 C,B,C, 8. CONTRACTOR/OWNER IS RESPONSIBLE FOR THE INSTALLATION OF ALL UNDERGROUND PIPING, 9. SYSTEM IS DESIGNED AND INSTALLED PER N,F,P,A, 13D, 2013 AND THE AUTHORITY HAVING JURISDICTION. 10, FINAL APPROVAL OF SYSTEM PENDING FINAL INSPECTION BY THE AUTHORITY HAVING JURISDICTION. SUPPORT AND HANGER SPACING ANCHORING DETAIL 3/4' PIPE MAX. = 5'-6' wsuuno eon CHORD of TttU 1' PIPE MAX. = 610' VC 3/4' PIPE MAX. = 6' 3/4' PIPE MAX. = 6' SING E 1' PIPE MAX, =12' 1' PIPE MAX. =12' �tTSTRAP � � FINISHED CEDING DRAIN VALVE (DRAIN TO ATMOSPHERE) UL LISTED PIPE CLAMP USE ONLY UL LISTED FASTENERS 75 TO FIRE SPINKLER SYSTEM----- M 1"PVC PRESSURE GAUGE MINIMUM 1/2„ DRAIN— PROVIDE RAIN PROVIDE 1 SPARE SPRINKLERRUBBER FACED HEAD FOR EACH TYPE INSTAU.ED CHECK VALVE DOMESTIC SUPPLY PRV ACCESS PANEL DOMESTIC VALVE —� 1� 1"RISER 1"COPPER COMBINATION _ 120-130 CALCULATED WITH 3 ELBOWS AND CONTROL VALVE 1 GATE VALVE (ABOVE GRADE) 11/4"PVC130 RISER DETAIL NOT DSCALE i 5/16 X 1, HEX HEAD TYPE SCREWS CPVC PIPE—1 - CPVC APPROVED PIPE STRAP rriirrrrrrrrir WOOD JOIST OR TRUSS CHORD PIPE STRAP DETAIL._ NO SCALE UNLESS NOTED 5116 X 1, HEX HEAD TYPE SCREWS BLOCK BETWEEN CPVC APPROVED PIPE STRAF CEILING JOIST OR TRUSS CHORDS RfA *f�f".R •af f •R ♦�M. WIC1212X12 Is= 1 17.90 aw aFa I - 13,05 WIC 2E 12X12 Psm 22,46 aw m 21.21 TRAPEZE PIPE STRAP DETAIL NO SCALE OTHERWISE 5/16 X 1, HEX HEAD TYPE SCREWS CPVC APPROVED SIDE MOUNT PIPE STRAP —CPVC PIPE FtEA' WOOD JOIST OR TRUSS CHORD SIDE MOUNT PIPE STRAP DETAIL_ NO SCALE 47ER IEfER 43 PSI AVAILABLE ON OUTLET SIDE OF METER ADDITIONAL FIRE SPINKLER 13D NOTES 1, SCOPE OF WORK: DESIGN AND INSTALLATION OF AN AUTOMATIC FIRE SPRINKLER SYSTEM FOR A SINGLE OR TWO- FAMILY DWELLING, 2, ONE SET OF APPROVED SPRINKLER PLANS WITH HYDRAULIC CALCULATIONS SHALL BE RETAINED AT THE JOB SITE AT ALL TIMES, 3. THE SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH 2013 NFPA 13D AND AMENDMENTS AS ADOPTED BY THE CALIFORNIA STATE FIRE MARSHALL, 4, FIRE DEPARTMENT INSPECTION REQUIRED AT BOTH ROUGH AND FINAL PRIOR TO OCCUPANCY BEING GRANTED, 5, AT LEAST ONE PRESSURE GAUGE SHALL BE PROVIDED ON THE SYSTEM RISER. 6, ALL VALVES SHALL HAVE PERMANENTLY AFFIXED SIGNS THAT DESIGNATE THEIR FUNCTION, 7, THE WATER FLOW SWITCH SHALL NE CONNECTED TO THE SERVICE PANEL ON AN UNINTERRUPTABLE HOUSE CIRCUIT, 8, A BELL OR HORN, AS REQUIRED, SHALL BE SIZED AND LOCATED TO BE CLEARLY AUDIBLE OVER BACKROUND NOISE ON THE EXTERIOR OF THE BUILDING NEAR THE FRONT SIDE OF THE STRUCTURE AND SHALL BE LISTED FOR EXTERIOR USE, 9, UNDERGROUND MAINS AND LEAD-IN CONNECTIONS SHALL BE FLUSHED BEFORE CONNECTION IS MADE TO SPRINKLER PIPING, 10, WATER METER SHALL BE INSTALLED PRIOR TO FINAL, 11, TO SCHEDULE INSPECTIONS, CALL THE BUILDING DEPARTMENT BEFORE TWELVE MIDNIGHT THE NIGHT BEFORE INSPECTION AT (760) 323-8243, INSPECTIONS ARE MON, - THURS, THE FIRE PREVENTION BUREAU WILL REQUIRE THE FOLLOWING INSPECTIONS AND TESTS AS A MINIMUM: OVERHEAD INSTALLATION, FINAL FIRE SPRINKLER AND UNDERGROUND INSPECTIONS, 12, SYSTEMS SHALL BE TESTED AT A PRESSURE OF 200 PSI, 13, EXPOSED EXTERIOR RISER VALVES SHALL BE PAINTED OSHA SAFETY RED, FIRE SPRINKLER OR SUPPLY PIPE EXPOSED OR SUSCEPTIBLE TO WET CONDITIONS SHALL BE PAINTED (ANY COLOR) OR OTHERWISE COATED TO INHIBIT CORROSION, STAINLESS STEEL ASSEMBLIES AND PIPING MAY BE LEFT UNPAINTED PROVIDED THAT ANY HOSE CONNECTIONS, VALVES, OR OTHER COMPONENTS OPERATED BY THE FIRE DEPARTMENT ARE PAINTED RED, 14, CPVC PIPING SYSTEMS SHALL NOT HAVE CONTACT WITH OTHER PIPING MATERIAL, ONLY THOSE MATERIALS IDENTIFIED BY THE MANUFACTURER AS MATERIALS THAT MAY HAVE CONTACT WITH THE CPVC PIPING MAY TOUCH THE PIPING, THIS INFORMATION IS TO BE PROVIDED TO THE BUILDING CONTRACTOR TO INFORM THE OTHER TRADES OF THE ISSUE, 15, ALL SPRINKLER PIPING SHALL REMAIN UNCOVERED UNTIL INSPECTED BY THE FIRE DEPARTMENT, FREEZE PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH N,F,P,A, 13D SECTION 7,7 FT-= HYDRAULIC NODE POINT F_ CPVC FITTING FRICTION LOSS 3/4" 1" 1 1/4! 1 1/2' 2" 45' ELBOW 1 1 1 2 2 2 TEE RUN 1 1 1 1 1 TEE BRANCH 3 5 6 6 10 90' ELBOW 7 7 8 9 11 WHERE FUEL -FIRED EQUIPMENT IS BELOW OR ON THE SAME LEVEL AS OCCUPIED AREAS OF THE DWELLING UNIT, AT LEAST ONE QUICK- REPSONSE INTERMEDIATE TEMPERATURE SPRINKLER SHALL BE INSTALLED ABOVE THE EQUIPMENT OR AT THE WALL SEPARATING THE SPACE WITH THE FUEL -FIRED EQUIPMENT FROM THE OCCUPIED SPACE, A PLASTIC RED SIGN WITH 1/4' WHITE N ENGRAVED LETTERING SHALL BE SECURED TO THE WALL AT THE MAIN SHUT-OFF VALVE TO THE WATER DISTRIBUTION o SYSTEM STATING THE FOLLOWING; 'WARNING! THE WATER SYSTEM FOR THIS HOME SUPPLIES FIRE SPRINKLERS THAT REQUIRE CERTAIN FLOWS AND PRESSURES cn TO FIGHT A FIRE, DEVICES THAT RESTRICT THE FLOW OR DECREASE THE PRESSURE o OR AUTOMATICALLY SHUT OFF THE WATER TO THE FIRE SPRINKLER SYSTEM, SUCH AS U WATER SOFTENERS, FILTRATION SYSTEMS AND AUTOMATIC SHUT OFF VALVES, SHALL NOT BE ADDED TO THIS SYSTEM WITHOUT A REVIEW OF THE FIRE SPRINKLER SYSTEM BY A FIRE PROTECTION SPECIALIST, DO NOT REMOVE THIS SIGN,' O'°, rQQ'j (D �robiw3� �YLjpw%''a c a�,aoroo �o,00<o<i �SaN= �CLsn •m a0 w Si s�'"c 9�O07`R roGIO—,u O � �o�roC, o'n cr3,,�a oa`od� C 1 0 _ _. DESERT ROYAL FIRE DESIGNS 0 00 cnm Y CL In o "oN J Z wA 0 Z W oa_ CT U CC U W = r=4 W O N Z Z J Q Q LmO CL ta- m Cn L_7 L7 z z Ne w Y Y J Y Z N d co 0 en cor-_ i n ci Qf N Q c� z 0 J m w w z 6 8 8 O Q o J N O C F Ln cu Ill i�4 I¢— A r- ~ r- N o o cza cn o o U N w 0 En O 4 CJID � 0o o Z C:) o Z = .� OcuM D f� 0 D V M—I m C') lD GIN �' l U m, Q v�Tl z iLLJ z ¢ o '--' LLJ E -_1o F-� >>� C_) � � Q u oQ Ld 01i .-. CD Lr) Ln C1.1 Lf7 V r 0 W 7 N0 LL