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RC-000131-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: RC-000131-2016 Date Issued: Friday, July 29, 2016 This is to certify that work requested to be done as shown by Permit Number RC-000 1 3 1-20 1 6 has been completed. Tax Map Number: 309.14-1-68.2 Location: 17 RYAN AVE Owner: Community;Work&Independence Applicant: Hunt Companies,Inc. This structure may be occupied as a:Residential Interior Alterations 2,136 sq. ft. 5 bedrooms-handicapped accessible for CWI residents By Order of Town Board garage to be converted living space(home will no longer have a garage) TOWN OF QUEENSBURY 128 sq.ft.of basement area to be converted to inhouse office space. Issuance of this Certificate of Occupancy DOES NOT.relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT .Permit Number: RC-000131-2016 Tax Map No: 309.14-1-68.2 Permission is hereby granted to: Hunt Companies,Inc. For property located at: 17 RYAN AVE In the Town of Queensbury,to construct or place at the above location in accordance with-application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name:, Community,Work&Independence Single Family-Alteration $306,082.00 Owner Address: PO Box 303 Total Value $306,082.00 Glens Falls,NY_12801 Contractor or Builder's Name/Address Electrical Inspection Agency Hunt Companies,Inc. Plans&Specifications Residential Interior Alterations 2,136 sq.ft. 5 bedrooms-handicapped accessible for CWI residents garage to be converted living space(home will no longer have a garage) 128 sq.ft.of basement area to be converted to inhouse office space. $339.60 PERMIT FEE PAID-THIS PERMIT EXPIRES- Saturday,March 11,2017 (If a longer period is required,an application for an-extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town o, ueens Wed a da 16,2016 for the Town of Queensbury. SIGNED BY: Q ry Director of Building&Code Enforcement f PRINCIPAL STRUCTURE APPLICATION Office Use Only Receive Date: Tax Map ID Permit No. Tax Map ID Permit Fee i zone, > Fee �j Historic Site Yes No Site Plan# Subdivision Name Q C1:"- % Sf;Lot# Subdivision# f TOWN BD. RESO UTION 86-2013: &0,RECREATION FEE FOR NEW DWELLING UNI,TS - SINGLE FAMILY, DUPLEXES/TWO-FAMILY, m MULTIPLE FAMILY; APARTMENTS, CONDOMINIMUMS, TOWNHOUSES,AND/OR MANUFACTURED&MODULAR HOMES,BUT NOT MOBILE HOMES. THIS IS,IN ADDITION TO THE PERMIT FEE. ,; Applicant HU I�i (0Im Prl P. 11 C. Owner COiY►Vv1,uRt E i y ulo 2�. —GNa FFN Fr�lc ' Address 5 1 SA Cal P7 . '-FS� Address N-1 lao9 G=tip NS t� ti�S� I `t ( �Fsc t, s Phone/E-mail Phone/E-mail 7ci 3 - Lt7o o t�k - t 1 i y y �1G-ErS Chu«i Ct����°Rhtt NFL% Contact Person for Building&Codes Compliance:' IJ/3 v t D IJ- r=/G-C*-S Phone (0 3 t1-�(66( Al TYPE OF CONSTRUCTION117 ul)zo G ✓Check all that apply New Addition Alteration I"floor sf 2"d floor sf Total sf q�]'Height N Single Family a Two-Family Multi-Family (#of units_) , Townhouse S 9+ p Business Office, f Le2-1 ON- Retail-Mercantile G1 gr -t° 1 Factory-Industrial' ... . Attached Garage S(1, 2, 3, 4+) , a Other. D Town of Queensbury Building&Codes Principal Structure Application Revised September 2014 If commercial or industrial please indicate of business G Proposed use of building or addition F'. S i e)'t 's c 4t� Source of Heat(circle one) Gas' Oil Propane Solar Other Fireplace: Complete a separate application for Fuel Burning Appliances & Chimneys Are there structures not shown on plot plan? NO Are there easements on the property? YES Site Information NE},rr�� t i_ I P a. Dimensions or acreage of lot (,G,,?,'' 58i,3o`x 51?f 17 b. Is this a corner lot? NO ± c. Will the grade be changed as a result of construction Yes No d. Public water or Private well P'c t71.,1 c-, e. Sewer or Private Septic System P Pit,U q-TPz 5 r'p v 1C. Value of all work to be performed (labor or materials) $ Rx" pgZ .cv DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. ? 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. i 3. I certify that the application,plans and supporting materials are a true and complete statement/description of the work proposed,that all work will be performed in accordance with the NYS Building Codes,local building laws and ordinances, and in conformance with local zoning regulations 4. 1 acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. I also understand that I%we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. i I have read and agree to the above: PRINT NAME: 0 iV - F—1 rS—lr DATE: SIGNATURE: DATE: For office use only Operating Permit Issued: Yes No Occupancy Type , Construction Classification Assembly Occupancy Limit Special Conditions i Town of Queensbury Building&Codes Principal Structure Application Revised September 2014 Window Schedule Calculation Sheet Job Site Address: 17 IQ-at 4 e-9- F— bate: Owner Application No.: Window# or letter on plan Manuf.Name (i N D Model/Type Daa6i �L bd�tu Unit or Block# Cell size .� 5�� „ Rough Opening Width Rough Opening Height 3 c" Sq.Ft. Vent Sq. Ft. Egress/Clear Opening `15� Clear Opening-width in inches 3 j /rr� Clear Opening-Height in inches 3(�r� Special Hardware or instruction Town of Queensbury Building&Codes Principal Structure Application Revised September 2014 NATURAL LIGHT,VENTILATION AND EMERGENCY EGRESS CALCULATION SHEET Job Site Address: Date: Owner: Application No.: Habitable Rooms Area of Room-Sq.Ft. Required light Actual light—sq.ft. Required ventilation Actual Ventilation sq.ft. Sq.Ft.opening for 8%of room 4%of room egress g kc-)avcvq #�5 Ito . 13 7 SDI Ct Lt.Lt o Town of Queensbury Building&Codes Principal Structure Application Revised September 2014 E l 1 j S&TiG plk�"4 a SEPTIC DISPOSAL APPLICATION , Office Use.Only Received: ... DATE; Tax Map ID TAX MAP ID. Permit No., w, Permit Fee ZONE: u g APPLICANT I fhN l C f1 t GLIB}l.1 lz 5 I PHONE/E-MAIL' (o •,. 0 ADDRESS y P-T1 L�- H fn Cs�'d N Y t` flo Ct INSTALLER/ r PHONE/E-MAIL' BUILIDER >- OWNER ADDRESS y. CONTACT PERSON FOR BUILDING&CODE CIvIKIANCE. t PHONE/E-MAIL ,�'' 't' / f� t,G^Gi �� if t Cf %CrJ r42 H C PvS c '% o ' RESIDENCE INFORMAf1ON° Year Built #of bedrooms X ga ns"'pe bedro m t t ai flow' ' 1980 or older Garbage grinder installed," _Yes o 19814991 Spa or Hof'Tub installed ,; Yes No 1992-Present — � J PARCEL INFORMATION Topography Fla rtilling Steep slope %'Slope - ' Soil Nature Sand Loam Clay .Other { u � 1 Groundwater Af what depth. } {{ Bedrock/Impervious matey �-At what depth:"", Domestic Water Supply c Municipal, Well(if well,water supply from any septic system,absorption is ft) Percolation Test Rate: per minute per inch(test to�be-completed b licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank size 1/Doo gallons(min.,size 1,000 gallons,add 250 gallons to size reach garbage,cylinder or spa oihot tub i' System sorption field with#2 stone Total length, 33�ft.; ach Tren ystem Ab ch .5 Fr- 1- Seepage Pit with# stone o" How many! ,Size ( E Alternative System; �Bed theftype:_ za ,d Holding Tank System Total required capacity? Tank size #of tanke y " t Notes:1)Alarm system&associated electrical work-must be inspected by a Town'a rove ppd electrical inspectiori,agency;2)We will l no longer allow systems to be covered until such time as an As-Built plan is received&approved.'The installed system must match the { septic stem ton'file—no exceptions. 's' la on ao . Declaration Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure z' to inAke'a matenal,fact or circumstance known by.or on behalf,of an'applicant,shall be void.I have read the regulations and agree to abide by these and,allrequirements'of the Town of Q4eeffgbury Sanitary Sewage Disposal Ordinance. m " PRiNT'NA IE: V 1 fy, f -G- " � ,,.„ � . DATE.: SIGNATURE: :-_'" DATE: Q D� g p PPRevised, Prmci al Structure,A 1icarion Revised x Town of ueensbu Buildin &Codes � September 2014 9 , a d f A rCU�IC Qye ylpw Job Number:3057-3057 � a Report Description:Light Hazard _ Job Number I Design Engineer 3057 Chris Geer Jab Name: I Phone FAX CWI 17 Ryan Avenue (518)274-1405 (518)274-0294 Address 1 State CertigcadontUcense Number 17 Ryan Avenue Address 2 AHJ Queensbury,NY 12804 Address 3 Job Site/Building S}rss err "g Density Area of Application 0.100gpm/ftz 900.00ft2(Actual 1051.15ft2) Mast Demanding Sprinkler Data Hose Streams 5.6K K-Factor 18.00 at 10.332 100.00 Coverage Per Sprinker Number Of Sprinklers Calculated 180.0oft2 6 System Pressure Demand System Flow Demand 30.618 111.06 Total Demand Pressure Result 211.06 @ 30.618 +54.339(64.0%) Node Name Flow m Hose Flow(oom) Static(psi) Residual(psi) _ Identifier Pressure(osi) K-Factor(K) Flow m 14 Water Supply 1160.00 100.00 85.000 84.000 /Azi, k-01 Lk I{J Ira �' 14 ' ,� ,, •. MAY 18 2016 c^ „- TOWN OF QUEENSBURY BUILDING &CODES Ka .. R an° i4 a Su4rriitcad'e. 3� WateuSup ( atsNode�14(1;,160,U0'0 OQ8500084"OQ —� — 100 90 Static Pressure 85.000 80 1160.00 @ 84.00 70 .N 60 a. �' 50 o_ 7 - r t2l 1.06 @ 30.618 r-- - 1.06 with hose streams 20ystem demand curve 10 0 fL50 Z5 50 1000 1250 1500 1750 2000 2250 2500 Water flow,gpm LM,©M.E.P.CAD,Inc. AutoSPRINK®VR11 v11.0.39.0 5/10/2016 10:06:35AM Page 1 1 �^° `r ip, � 1 Job Number:3057-3057 ,Faulic.Slulmma � ,�_.�*�. �� Report Description:Light Hazard JobNumber s Design Engineer 3057 Chris Geer Jab Name: Slate Certiflcab—icense Number CWI 17 Ryan Avenue Address 1 AHJ 17 Ryan Avenue Address 2 Job SihJ8uilding Queensbury, NY 12804 Address 3 Drawing Name Ryan Ave Submit.cad Most Demanding Sprinider Data N Occupancy Jab Suffix 5.6K K-Factor 18.00 at 10.332 Light Hazard 3057 Hose Allowance At Source Density Area of Application 100.00 0.100gpm/ft2 900.002(Actual 1051.15ft) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow m 6 180.00ft2 AutoPeak Results:Pressure For Remote Area(.)Adjacent To Most Remote Area Total Hose Streams 100.00 System Flaw Demand Total Water Required(Including Hose Allevrance) 111.06 211.06 Maximum Pressure Unbalance In Logps 0.000 Maximum Velocity Above Ground 10.98 between nodes 8 and 15 Maximum Velocity Under Ground 11.51 between nodes 13 and 12 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 103 73ga1 Hose Flow Static Residual Flow i Available Total Demand Required Safety Margin Node Name pm I (psi) I (psi) °e m I (psi) pm) (psi) ! (psi) 14 Water Sup I ; 100.00 85.000 84.000 1160.00 84.957 211.06 j 30.618 54.339 Contractor . �' - ContracterNumber I Contact Name Contact Title 21 Chris Geer Design Tech. Name of Contractor: I Phone i Extension Albany Fire Protection, Inc. J�(0511 18)274-1405 20 Address 1 1853 Avenue B 274-0294 'Add,-s 2 E-mail P.O.Box 429 chds@albanyfire.com Address 3 Web-Site www.albanyfiire.com �M,© 0/2016 10:06:39AM Page 2 M.E.P.CAD, Inc. ;� AutoSPRINKO VR11 v11.0.39.0 5/1 Job Number:3057- URIC G7lapE7 Report Description:Light Hazard Water Supply at Node 14 100 90 Static Pressure 85.000 1160.00 @ 84.000 80 70 60 IA d 50 N 0_. 40 111.06 @ 30.618 30 11.06 with hose streams 20 S stem demand curve 10 0 OL50 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow,gpm Hydraulic Graph Water Supply at Node 14 Staft Pressure 85.000 Residual:Pressure Test Conducted By Test Witnessed By 84.000 @ 1160.00 Albanv Fire Protection Queensbury Water Dept. Available Pressure at Time of Test Date of Test Time at Test 84.957 @ 211.06 March 17,2016 1:30 PM System Demand Location 30.618 @ 111.06 Ryan Avenue Systam Oemand(Including Hose Allowance at Source) 30.618 @ 211.06 ��,©M.E.P.CAD,Inc. AutoSPRINK®VR11 v11.0.39.0 5/10/2016 10:06:40AM Page 3 �h de Anal, SfS Job Number:3057-3057 Report Description:Light Hazard Node I Elevation Foot I Fittings Pressure(psi) Dischar e m 14 1'-8" S 30.618 111.06 201 4-3" S r-10.332 I 10.332 18.00 202 -1'-3" S r-10.673 i 10.673 18.29 203 4-3" S r-10.593 10.593 18.23 204 -1'-3" Spr-10.942 10.942 18.52 205 , -1'-3" S r-11.380 11.380 18.89 206 -1'-3" S r(-11.666) 11.666 19.13 1 -1'-3" T 7'-5" I 11.789 5 -0'-4" mecT(T-5") 12.900 8 -0'-4" mecT 7'-5" 13.230 12 -6'-4" BFP-7.000 25.157 13 -14'-4" T 5'-0" 37.539 15 j 44' T(7'-5") 12.084 ©M.E.P.CAD, Inc. AutoSPRINK®VR11 v11.0.39.0 5/10/2016 10:06:42AM Page 4 � t�P1UltG� 1 SlS Job Number:3057-3057 Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length (Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length (Summary Upstream Total Length iiip•••••Route I..... SL 1.4420 18.00 3.54 120 0.022738 15'-0"I Pf 0.341 201 -1'-3" 18.00 5.6K 10.332 Sprinkler Pe 202 -1'-3" 10.673 15'-0"Pv BL 1.4420 36.29 7.13 120 0.083215 1 6'-0" Pf 1.116 202 -1'-3" 18.29 5.6K 10.673 Sprinkler, ! 7'-5" Pe 1 -1'-3" 11.789 T(T-5") 13'-5"Pv DR 1.4420 55.19 10.84 120 0.180665 1 0'-11" Pf 1.508 1 -1'-3" 18.89 11.789 Flow(q)from Route 3 T-5"I Pe -0.397 5 -0'-4" 12.900 mecT(7'-5") 8'-4"Pv FM 2.1570 55.19 4.85 120 0.025421 1 13'-0" Pf 0.330 5 -0'-4" 12.900 lPe 8 -0'-4" 13.230 13'-0" Pv FM 2.1570 111.06 9.75 120 0.092706 12'-9" Pf 9.325 8 -0'-4" 55.88 13.230 Flow(q)from Route 2 12'-4" Pe 2.601 12 -6'-4." 25.157 2E(6'-2"),2f(-0.000),BFP(-7.000) 25'-1",Pv UG 1.9850 111.06 11.51 150 0.091956 84'-11" Pf 8.914 12 6'4" 25.157 12'-0" Pe 3.468 13 -14'-4" 37.539 2E(3'-6"),T(5'-0") 96-11" Pv UG 6.2800 111.06 1.15 140 0.000383 18'-0" Pf 0.015 13 -14'-4" 37.539 22'-1" Pe -6.936 14 1'-8" 30.618 E(22'-1"),S 40'-0"IPv 100.00 Hose Allowance At Source I 14 211.06 I •••••Route 2••••• BL 1.4420 18.23 3.58 120 0.023269 15'-0" Pf 0.349 203 -1'-3" 18.23 5.6K 10.593 Sprinkler Pe 204 -1'-3" 10.942 15'-0"!Pv BL 1.4420 36.75 7.22 120 0.085158 1 6'-0" Pf 1.142 204 -1'-3" 18.52 5.6K 10.942 Sprinkler, 7'-5" Pe 15 -1'-3" 12.084 T(7'-5") 13'-5" Pv DR 1.4420 55.88 10.98 120 0.184874 01-11"jPf 1.543 15 -1'-3" 19.13 12.084 Flow(q)from Route 4 7'-5",Pe -0.397 8 -0'-4" 13.230 mecT(7'-5") 8'-4"IPv v*•••••Route 3••••• BL 1.4420 18.89 3.71 120 0.024864 9'-0" Pf 0.409 205 -1'-3" 18.89 5.6K 11.380 Sprinkler, 7'-5" Pe 1 -1'-3" 11.789 T(7'-5") ! 16'-5" Pv --o•••••Route 4••••• BL 1.4420 19.13 3.76 120 0.025441 1 9'-0" Pf 0.418 206 -1'-3" 19.13 5.6K 11.666 Sprinkler, 7'-5" Pe 15 -1'-3" 12.084 T(7'-5") 16'-5" Pv Egunialent PIpe;Lertg sh of Valves and l itfin s(G-t20 lno y);, 4^` G Valu'a Mg ti`lien r Actual Inside Diameter \4.87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter J =Factor Multiplying Factor 0.713 1.16 1.33 1.51 r�,©M.E.P.CAD, Inc. �AutoSPRINKO VR11 v11.0.39.0 5/10/2016 10:06:44AM Page 5 Job Number:aO57'o057 j(,74rauli Job Number:3057-3057 Report Description:Residential Job Number Design Engineer 3057 Chris Geer Job Name: Phone FAX CWI 17 Ryan Avenue (518)274-1405 (518)274-0294 Address 1 State CertificationfUeenSe Number 17 Ryan Avenue Address 2 AHJ Queensbury,NY 12804 Address 3 Job Site/Building System' w s ,� �a.:.`�; ,��,1�_.:�;a�v,�,.t� t�.�-: ..� �� Density Area of Application 0.050gpm/ft2 900.00ft2(Actual 551.26ft) Most Demanding Spdn$der Data Hose Streams 4.4K K-Factor 16.05 at 13.300 100.00 Cweage Per Spdnlder Number Of Spdnldem Calculated 256.00ft2 4 System Pressure Demand System Flaw Demand 32.577 66.92 Total Demand Pressure Result 166.92 @ 32.577 +52.395(61.7%) Supplies : ° g Check-,Point Gauges - Node Name Flow(oom) Hose Flow(eom) Static(psi) Residual(osi) Identifier Pressure(psi) K-Factor(K) Flow m 14 Water Supply 1160.00 100.00 85.000 84.000 F 41I'r St.i�l'I)1'�)1 .1 0I gR r .-F , °•,a :-,...,. ..,ws-�•Su:�,P -p�'3 .`�,'A "y' #.s'-n •-. _. - rx -ire ,P - .yea t , 3 v Miter SupplY at ---- -j-- - 100 _ t , '-1-Tr- _—''L - a 90 Static Pressure 85.000 80 1160.00 @ 84.000 70 60 N tZ 50 in d T.-_,_.I f66.92@ 32.577 ---__.-_-- - -- , r30 with hose streams :-... - 20 System demand curve 10 0 ((LL�0 ZbD-075010001250 1500 1750 2000 2250 2500 Water flow,gpm �A ©M.E.P.CAD, Inc. 11M AutoSPRINK@ VR11 v11.0.39.0 5/10/2016 10:07:04AM Page 1 I dlr 'Nil, Summary Job Number:3057-3057 Report Description:Residential OE7 s� +t,,._:.�.."tom, ..��' tc�, � .aae� +��t w,�a+„'��..F. f .�,��55 .�s .,�..a�;� k. i�_• �f .�"`;t. *tea' ,.. s Job Number Design Engineer 3057 Chris Geer Job Name: State CerbficationfUcense Number CWI 17 Ryan Avenue Address 1 AHJ 17 Ryan Avenue Address 2 Job Site/Building Queensbury,NY 12804 Address 3 Drawing Name ' Ryan Ave Submit.cad SM. ystem�,'�.;t:��•a.�:� ��r ,:�_,.�,.n,��';�z�x,�,�->..�.� .._x...�.rt•.�d_>a.',. RR eipote'Area(s)Most Demanding Spdnlder Data Occupancy Jab Suffix 4.4K K-Factor 16.05 at 13.300 W I Residential 3057 Hose Allowance At Source Density Area ofApplicabon 100.00 0.050gpm/ft' 900.00ft2(Actual 551.26ftZ) AddiConal Hose Supplies Number Of SpdnWm Calculated Cwerage Per Sprinkler Node Flow(gom) 4 256.00fta AutoPeak Results Pressure For Remote Area(s)Adjacent To Most Remote Area I i Total Hose Streams I 100.00 System Flaw Demand Total Water Required(Inducting HoseP.ltavrance) 66.92 166.92 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Abwe Ground 9.74 between nodes 5 and 1 Maximum Velocity Under Ground 6.94 between nodes 13 and 12 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 103.73gal SyppllestA Hose Flow Static Residual Flow Available Total Demand Required I Safety Margin Node Name pm (psi) I (psi) oG) pm (psi) °e ( m (psi) I (psi) 14 I WaterSupply 100.00 85.000 84.000 ! 1160.00 84.972 I 166.92 32.577 j 52.395 Contractor �, -u� � • - i Contractor Number Contact Name ComactTMe j 21 I Chris Geer Design Tech. N Contactor: Phone ! Extension Zany Fire Protection, Inc. (518)274-1405 20 Address t FAX 1853 Avenue B 8)274-0294 Address 2 E-mail P.O.Box 429 chris@albanyfire.com Add—3 Web-Site www.albanyfiire.com �1 ©M.E.P.CAD, Inc. AutoSPRINK®VR11 v11.0.39.0 5/10/2016 10:07:06AM Page 2 OCR AnaFpSEs " Job Number:3057-3057 Report Description:Residential Node I Elevation Foot I Fittings Pressure(psi) I Dischar a m l 14 1'-8" S I 32.577 66.92 101 T-5" S r-13.300 13.300 16.05 103 T-5" S r-14.467 ,T 5'-0" 14.467 16.74 104 , 7'-5" S r-14.556 I 14.556 16.79 105 7'-5" Spr(-15.552) 15.552 17.35 1 -1'-3" T 7'-5" 20.926 2 1'_0 16.620 3 -1'-3" PO 5'-0" I 20.560 4 1'-0" 17.565 5 -0'-4" mecT 7'-5" 21.765 6 -1'-3" PO 5'-0" i 19.854 7 -1'-3" PO 5'-0" 20.211 81 -0'-4" mecT(7'-5") 22.036 9 1'-0" 17.656 10 I 1'-0" 18.671 11 j -1'-3" PO 5'-0" I 21.880 12 -6'-4" BFP-7.000 ! 32.548 13 -14'-4" T 5'-0" 39.508 102 7'-5" S r,T(5'-0") 13.546 Sprinkler ©M.E.P.CAD, Inc. A9 AutoSPRINKO VR11 v11.0.39.0 5/10/2016 10:07:09AM Page 4 da"u-1IC Anal S S;: Job Number:3057-3057 J111 i r "` "� y Report Description:Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length 'Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length -•••••Route I ..... BL 1.1010 16.05 5.41 150 0.045271 0'-5"1 Pf 0.246 101 T-5" 16.05 4.4K 13.300 Sprinkler, 5'-0" Pe 0.000 102 T-5" 13.546 T(5'-0") 5'-5"Pv FR 1.1010 16.05 5.41 150 0.045271 6'-5"1 Pf 0.291 102 T-5" 4.4K 13.546 Pe 2.784 2 1'-0" 16.620 6'-5"I Pv SP 1.0490 16.05 5.96 120 0.086582 ! 16'-1"'Pf 2.950 2 1'-0" 16.620 18'-0" Pe 0.990 3 -1'-3" 20.560 4E(2'-0"),T(5'-0"),PO(5'-0") 1 34'-1"IPv BL 1.4420 16.05 3.15 120 0.018384 12'-6"1 Pf 0.366 3 4-3" 20.560 7'-5" Pe 1 -1'-3" 20.926 T(7'-5") 19'-11" Pv DR 1.4420 49.57 9.74 120 0.148127 I 0'-11"IPf 1.237 1 -1'-3" 33.52 20.926 Flow(q)from Route 2 T-5" Pe -0.397 5 -0'-4" 21.765 mecT(T-5") 8'-4" Pv FM 2.1570 49.57 4.35 120 0.020 42 13'-0"1 Pf 0.271 5 -0'-4" 21.765 ,Pe 8 -0'-4" 22.036 13'-0" Pv FM 2.1570 66.92 5.88 120 0.036315 12'-9"!Pf 7.911 8 -0'4" 17.35 22.036 Flow(q)from Route 4 12'-4" Pe 2.601 12 -6'-4" 32.548 2E(6'-2"),2f(-0.000),BFP(-7.000); 25'-1";Pv UG 1.9850 66.92 6.94 150 0.036022 ! 84'-11"jPf 3.492 12 -6'-4" 32.548 12'-0" Pe 3.468 13 -14'-4" 39.508 2E(3'-6"),T(5'-0") j 96-11"IPv UG 6.2800 66.92 0.69 140- 0.000150 18'-0"1 Pf 0.006 13 -14'-4" 39.508 22'-1"!Pe -6.936 14 V-8" 32.577 E(22'-1"),S i 40'-0"'IPv 100.00 Hose Allowance At Source 14 166.92 iio•••••Route 2••••• FR 1.1010 16.74 5.64 150 0.048934 6'-5"I Pf 0.314 103 T-5" 16.74 4.4K 14.467 Sprinkler Pe 2.784 4 V-0" 17.565 6'-5"Pv SP 1.0490 16.74 6.21 120 0.093588 2'-11" Pf 1.299 4 1'-0" 17.565 11'-0"I Pe 0.990 6 4-3" 19.854 3E(2'-0"),PO(5'-0") ! 13'-11"IPv BL 1.4420 16.74 3.29 120 0.019872 I 17'-11"I Pf 0.357 6 -1'-3" 19.854 ! Pe 7 -1'-3" 20.211 j 17'-11"I13v BL 1.4420 33.52 6.59 120 0.071841 2'-6"1 Pf 0.715 7 -1'-3" 16.79 20.211 Flow(q)from Route 3 I 7'-5"I Pe 1 -1'-3" 20.926 T(7'-5") 1 9'-11",Pv *&•••••Route 3••••• FR 1.1010 16.79 5.66 150 0.049211 6'-5"'Pf 0.316 104 T-5" 16.79 4.4K 14.556 Sprinkler I Pe 2.784 9 1'-0" 17.656 1 6'-5"1 Pv SP 1.0490 16.79 6.23 120 0.094119 ! 5'-8"'Pf 1.565 9 1'-0" 17.656 11'-0"1 Pe 0.990 7 -1'-3" 20.211 3E(2'-0"),PO(5'-0") j 16'-8"IPv im•••••Route 4••••• FR 1.1010 17.35 5.85 150 0.052317 6'-5"i Pf 0.336 105 T-5" 17.35 4.4K 15.552 Sprinkler j Pe 2.784 10 1'-0" 18.671 6'-5"!Pv SP 1.0490 17.35 6.44 120 0.100059 9'-2"i Pf 2.219 10 1'-0" 18.671 13'-0" Pe 0.990 11 -1'-3" 21.880 4E(2'-0"),PO(5'-0") 22'-2"!Pv BL 1.4420 17.35 3.41 120 0.021246 1 V-2",Pf 0.554 11 -1'-3" 21.880 14'-10"1 Pe -0.397 8 -0'-4" 22.036 T(T-5"),mecT(7'-5") 26'-1"IPv EgwvaCent Pipe LengthV -120sf s anlyy'. C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 i ©M.E.P.CAD,Inc. iAflAutoSPRINKO VR11 v11.0.39.0 5/10/2016 10:07:11AM Page 5 k- =draJob Number:3057-3057 eys s Y Report Description:Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary UpstreamTotal Length ,."SPi OTW Pgerid, HY " � tJnds legend t r f 'Fdt►ngs Legend, x AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flaw gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve Pf Pressure loss due to friction between points ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45*Elbow Eel 11/a Elbow Ee2 221W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45'FireLock(TM)Elbow fig Flange FN Floating Node IT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (if,©M.E_P.CAD, Inc. AutoSPRINKO VR11 vl 1.0.39.0 5/10/2016 10:07:11AM Page 6