Loading...
HomeMy WebLinkAboutPermit File BLD-2021-0225 1505 Harbor View Courts (J PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT FIRE SPRINKLER PERMIT APPLICATION Mailing Address: P.O. Box 547, Anacortes, WA 98221 i4(j) ! Office Location: 904 0 Street, Anacortes WA 98821 Phone: (360) 2934901 PLEASE REFER TO THE FIRE SPRINKLER PERMIT CHECKLIST FOR SUBMITTAL REQUIREMENTS ❑ MODIFY EXISTING SYSTEM INSTALL NEW SYSTEM ❑ UNDERGROUND FIRE LINE PROJECT ADDRESS (Street, Suite ft PARCEL(S) #: 1 f57O5 ftUbr V kovi COO r-� AvAckarm i VV 1\ Igo' it PROJECT VALUATION: l 5 t�(0 �5 APPLICANT: `r Ph ne: , corlA Address (Street, City, State,Zip). kU Ckra�k > W � `��►3`�`� Email Address: ,. �® zc-� ,c�`; (� �nr���\, LOVn IV PROPERTY OWN R: 4Pr® Ftcs; ��re_ s� ���xr- hone i @LC Addr s (Street, City, State, Zip). mail Address: eO o ���' a,� -1 Se ho,n 5rr��lPjc�t�ca�S�".r(1[ CQNTACT PEPLSON: Pone: ,/rn Address (Street, City4;State, Zip): 1 rt Email Ad ess: CONTRACTOR(* X-I:N (t, Stc ur�� Ph _ e: �� y7ts�-tc)bb Address (Street, City, State, Zip): Email Address J1 i�Q Yl-�tti C rs svLt v I Y\ U rYn V N 0 1 G (,CfK d K nL& 4V0\MA. C C) vv1 *All Contractors & subcontractors must ave a valid City of State S er Certificate & Licens #: F i _ 96 l P IQ Ex .Date: la Z'I I ,;), Anacortes business license prior to doing work in the City. Contact the City's Finance Department at (360) 2994968 BZiTs L' ense #: 161 °d Exp. Date: xP 36 aoa\ COMMERCIAL ❑ RESIDENTIAL OCCUPANCY CLASS: SPRINKLER STANDARD: HAZARD CLASS: Is this work, associated with another project? Yes ❑ No I If yes, specify: PROPOSED WORK: W'�P/ 13,D ROV N ov rpoy, irk Soc IrN c4 r Sy Stern w6tallGAwymi hoclt I declare under penalty of perjury that the information I have provided on this form/application is true, correct, and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City o Anacortes. Print Name: (A rI L- i Owner ❑ Agent (specify): CA4 VLSI il� Signature:a Date: � i ��-, PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT FIRE SPRINKLER PERMIT CHECKLIST .�+ Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6`h Street, Anacortes WA 98821 Phone: (360) 2934901 Plans shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed, and conform to the provisions of the adopted International Codes and City Ordinances, PERMIT TYPE: SUBMITTAL REQUIREMENTS: a fD The number indicates the number of ci copies for submittal (if applicable).or p Fire Sprinkler Permit Application 1 1 Floor Plan (scaled construction drawings showing). 3 3 o Location of sprinkler heads, piping size and layout o Interior, exterior and underground fire sprinkler components o Indicate wet pipe or dry pipe system o System calculations & manufacturer's information on system components o Water flow and control valves o Site Plan (showing FDC & PIV locations) Final inspection & approval from the Fire Marshal and Building Inspector ✓ ✓ is required once work is complete —Requested by the applicant Underground & above ground installation certificate (provided after ✓ ✓ installed) Fire Sprinkler System C��c��.������o��r�� X-Fire Security 1511 Kentucky St, Bellingham, WA 98229 Job No: Job Name: Building Type Location: System Type: L-3735 Harbor View Lot#1 Single Family Residence 1505 Harbor View Ct,Anacortes WA NFPA 13D 2019 wnsHlHaroN aTAn CERTIF4CATE Of COMPETENOY FIRE fgOTECTIOH lf111NKLER SV{TfMi Rodney L Durham 8511-0705-A Level X-Flre XFIRE"961 PA( r.n Designed by X-Fire Security - 1511 Kentucky St, Bellingham, WA 98229 - 360.715.808B L-3735 Harbor View L0t#1 - Two Head Calculation - (H.34 H.352 Page 2 of 10 Final Calculations - Summary Saturday, March 20, 2021 Job Name Harbor View Lot01 Opened Date 3/20/2021 Location 1505 Harbor View Ct,Anacortes WA Building Type Single Family Residence Calculated By Rod Durham Construction Combustible Occupancy Residential System Design Type of Calculation NFPA 13D 2019 Listed Flow at Start Point (gpm) Listed Pressure at Start Point (ps Maximum Listed Spacing (ft) Domestic Flow (gpm) Elevation at Highest Outlet (ft) Calculation Summary Flowing Sprinkler Heads Flow Required (gpm) Pressure Required (psi) At Reference Point Overhead C-Factor Used Underground C-Factor Used Water Supply Water Flow Test: Static Pressur 60.000 Residual Pres 52.500 Flow (gpm) 40.000 Elevation (ft) 97 Manifold &Water Flow Switch Job No L-3735 Ceiling Height (ft) 9 13.000 System Type Wet 9.100 Sprinkler Make Reliable 16 Sprinkler Model RFC43 0.000 Sprinkler Size (in) 0.50 112 Sprinkler K-Factor 4.3 Temp. Rating (OF) 165 Coverage Area (ft2) 256 Listed Flow (gpm) 13.000 H.34 H.35 26.000 32.795 METER 150 150 Additional Pressure Loss (psi) 4.60 L-3735 Harbor View Lot#1 - Two Head Calculation - (H.34 H.352 Page 3 of 10 Final Calculations - Water Supply Curve Saturday, March 20, 2021 100 90 80 70 60 a 50 40 N N 0 40 30 20 10 0 10 202530 35 40 45 50 55 60 65 70 75 80 85 90 95 100 Flow (N ^ 1.85) GPM �----� Demand Curve Required Pressure: 32.795 psi @ 26.000 gpm Required Flow: 26.000 gpm C3---© Supply Curve Static Pressure: 60.000 psi @ 0.000 gpm Residual Pressure: 52.500 psi @ 40.000 gpm Available Flow: 40.000 gpm Y°•°° � Pressure Cushion Available Pressure: 56.6)0 psi @ 26.000 gpm Pressure Cushion: 23.825 psi L-3735 Harbor View Lot#1 - Two Head Calculation - (H.34 H.352 Page 4 of 10 Final Calculations - Nodes Saturday, March 20, 2021 Actual Actual Elevation Pressure Flow Node No. (ft) (psi) (gpm) Model-Coverage(DxW)-Temperature 27.221 0.000 H.1 99.0 25.357 0.000 RFC43-1212-165 D.T.1 99.0 25.365 0.000 Rehau PEX 1.00in Dom Tee LA 99.0 25.422 0.000 CPVC 1.50in 90 Ell R.1.A 99.0 25.203 0.000 Tel 99.0 25.329 0.000 CPVC 1.598x1.598x0.875in Tee H.2 99.0 25.243 0.000 RFC43-1616-165 R.2.A 109.0 20.751 0.000 L.2 99.0 25.259 0.000 CPVC 1.50in 90 Ell D.T.2 109.0 19.055 0.000 Rehau PEX 1.00in Dom Tee T.2 99.0 24.827 0.000 Rehau PEX 0.875x0.875x0.875in Tee H.3 99.0 25.205 0.000 RFC43-1616-165 L.3 109.0 20.700 0.000 CPVC 1.50in 90 Ell T.3 109.0 20.639 0.000 CPVC 1.598x1.598x0.875in Tee D.T.3 109.0 19.613 0.000 Rehau PEX 1.00in Dom Tee RIB B 99.0 24.794 0.000 H.4 99.0 25.329 0.000 RFC43-1 212-1 65 T.4 109.0 20.615 0.000 CPVC 0.875x0.875x1.598in Tee D.T.4 109.0 20.224 0.000 Rehau PEX 1.00in Dom Tee R.4.13 109.0 20.300 0.000 H.5 99.0 25,042 0.000 RFC43-161&165 T 5 i na n 1 R IRA n nno Rehau PFX n R75xn R75xn.R7Rin Tee H.6 99.0 25.073 0.000 RFC43-1616-165 T.6 109.0 20.074 0.000 Rehau PEX 0.875x0.875x0.875in Tee H.7 99.0 25.121 0.000 RFC43-1616-165 H.8 99.0 25.151 0.000 RFC43-1616-165 H.9 99.0 25.136 0.000 RFC43-1616-165 H.10 109.0 19.694 0.000 RFC43-1616-165 H.11 109.0 19.963 0.000 RFC43-1616-165 H.12 109.0 20.138 0.000 RFC43-1616-165 H.13 109.0 20.188 0.000 RFC43-1616-165 H.14 109.0 20.252 0.000 RFC43-1616-165 H.15 109.0 19.126 0.000 RFC43-1616-165 H.16 109.0 19.024 0.000 RFC43-1616-165 H.17 109.0 18.457 0.000 RFC43-1616-165 H.18 109.0 18.831 0.000 RFC43-1212-165 H.19 109.0 19.858 0.000 RFC43-1616-165 H.20 109.0 20.398 0.000 RFC43-1212-165 H.23 109.0 20.574 0.000 RFC43-1818-165 H.24 109.0 19.111 0.000 RFC43-1616-165 H.25 109.0 17,710 0.000 RFC43-1818-165 H.26 109.0 19.517 0.000 RFC43-1616-165 H.27 109.0 20.292 0.000 RFC43-1616-165 H.28 112.0 11.312 0.000 RFC43-1616-165 H.29 112.0 11034 0.000 RFC43-1616-165 L-3735 Harbor view LOt#1 - Two Head Calculation - (H.34 H.352 Page DOT 10 Final Calculations - Nodes Saturday, March 20, 2021 Actual Actual Elevation Pressure Flow Node No. (ft) (psi) (gpm) Model-Coverage(DxW)-Temperature H.30 109.0 15.489 0.000 RFC43-1616-165 H.31 109.0 14.420 0.000 RFC43-1616-165 H.32 109.0 13.289 0.000 RFC43-1616-165 H.33 111.0 15.731 0.000 RFC43-1616-165 H.34 111.0 9.518 13.000 RFC43-1616-165 H.35 112.0 9.100 13.000 RFC43-1616-165 H.36 112.0 14.214 0.000 RFC43-1616-165 RFC43-1616-165 H.39 99.0 24.981 0.000 RFC43-1616-165 H.40 99.0 24.900 0.000 RFC43-1616-165 H.41 99.0 24.938 0.000 RFC43-1616-165 H.42 99.0 24.880 0.000 RFC43-1616-165 H.43 109.0 16.353 0.000 RFC43-1212-165 H.44 99.0 25.242 0.000 RFC43-1616-165 H.45 99.0 25.404 0.000 RFC43-1616-165 H.46 99.0 25.453 0.000 RFC43-1616-165 FT.34 111.0 10.550 0.000 Rehau PEX 1,00in Sprinkler Tee FT.35 112.0 10.133 0.000 Rehau PEX 1.00in Sprinkler Tee L-3735 Harbor View LOW I - Two Head Calculation - (H.34 H.35) Page 6 of 10 Final Calculations - Pipes Saturday, March 20, 2021 Ref. C-Factor Point Qt Pf/UL Fittings Pe +PrLoss. Total Pf to 150 1 H 0.500 1.732 Vel = 1.1 H.46 2.025 0.0030 0.00 11.878 0.036 sup0 METE 0.000 1.380 50.000 27.221 to 150 MNF 0.000 -0.866 Vel = 5.6 &0 26.000 0.0368 4.60 50.000 1.840 p34 H.46 0.000 0.875 15.210 25.404 to 150 2H 1.000 0.000 Vel = 1.1 H.45 2.025 0.0030 0.00 16.210 0.049 p6 H.45 0.000 0.875 11.707 25.365 to 150 1 H 1 R 1.200 0.000 Vel = 1.1 D.T.1 2.025 0.0030 0.00 12.907 0.039 p5 D.T.1 0.000 0.875 1.370 25.357 to 150 1 H1 R 1.200 0.000 Vel = 1.1 H.1 2.025 0.0030 0.00 2.570 0.008 p8 H.1 0.000 0.875 8,304 25.329 to 150 2H 1.000 0.000 Vel = 1.1 HA 2.025 0.0030 0.00 9.304 0.028 p7 HA 0.000 0.875 27.756 25.243 to 150 2H 1.000 0.000 Vel = 1.1 H.2 2.025 0.0030 0.00 28.756 0.087 p1 H.2 0.000 0.875 11,412 25.205 to 150 2H 1.000 0.000 Vel = 1.1 H.3 2.025 0.0030 0.00 12.412 0.037 p36 H.3 0.000 0.875 16,953 25.151 to 150 2H 1.000 0.000 Vel = 1.1 H.8 2.025 0.0030 0.00 17.953 0.054 p35 H.8 0.000 0.875 9.161 25.121 to 150 2H 1.000 0.000 Vel = 1.1 H.7 2.025 0,0030 0.00 10.161 0.031 p37 H.7 0.000 0.875 14.880 25.073 to 150 2H 1.000 0.000 Vel = 1.1 H.6 2.025 0.0030 0.00 15.880 0,048 p38 H.6 0.000 0.875 9,161 25.042 to 150 2H 1.000 0.000 Vel = 1.1 H.5 2.025 0.0030 0.00 10.161 0.031 p39 H.5 0.000 0.875 19.329 24.981 to 150 2H 1.000 0.000 Vel = 1.1 H.39 2.025 0.0030 0.00 20.329 0.061 p3 H.39 0.000 0.875 13.402 24.938 to 150 2H 1.000 0.000 Vel = 1.1 H.41 2.025 0.0030 0.00 14.402 0.043 p2 H.41 0.000 0.875 11.714 24.900 to 150 2H 1.000 0.000 Vel = 1.1 H.40 2,025 0.0030 0.00 12.714 0.038 p0 H.40 0.000 0.875 10.926 24.864 to 150 2H 1.000 0.000 Vel = 1.1 H.37 2.025 0.0030 0.00 11.926 0.036 L-3735 Harbor View LOW] -Two Head Calculation - (H.34 H.352 Page 7 of 10 Final Calculations - Pipes Saturday, March 20, 2021 Pipe# Hyd, Qa Dia. Fitting Pipe Pt Notes Ref. C-Factor Fittings Pe Point Qt Pf/UL +PrLoss. Total Pf p59 H.37 0.000 0.875 4.079 24.827 to 150 1 B 1 H 8.000 0.000 Vel = 1.1 T.2 2.025 0.0030 0.00 12.079 0.036 p58 T.2 -7.068 0.875 7.220 24.880 to 150 1 R1 H 1.200 0.000 Vel = -1.6 H.42 -3.017 0.0063 0.00 8.420 0.053 p4 H.42 0.000 0.875 13.341 24.971 to 150 2H 1.000 0.000 Vel = -1.6 H.38 -3.017 0.0063 0.00 14.341 0.090 p40 H.38 0.000 0.875 25.253 25.136 to 150 2H 1.000 0.000 Vel = -1.6 H.9 -3.017 0.0063 0.00 26.253 0.165 p42 H.9 0.000 0.875 15.907 25.242 to 150 2H 1.000 0.000 Vel = -1.6 HA4 -3.017 0.0063 0.00 16.907 0.106 p41 H.44 0.000 0.875 5.732 25.329 to 150 1 B1 H 8.000 0.000 Vel = -1.6 T.1 -3.017 0.0063 0.00 13.732 0.086 p15 T.3-20.958 1.598 0.780 20.700 to 150 1 R1 L 4.200 0.000 Vel = -3.4 L.3-20.958 0.0121 0.00 4.980 0.060 p13 L.3 0.000 1.598 0.792 20.751 to 150 1 L 3.500 0.000 Vel = -3.4 R.2.A-20.958 0.0121 0.00 4.292 0.052 i0 R.2.A 0.000 1.598 10.000 25.203 to 150 0.000 4.331 R.1.A-20.958 0.0121 0.00 10.000 0.121 p9 R.1.A 0.000 1.598 1.146 25.259 to 150 1 L 3.500 0.000 Vel = -3.4 L.2-20.958 0.0121 0.00 4.646 0.056 p10 L.2 0.000 1.598 1.521 25.329 to 150 1 L1 R 4200.0.000 Vel = -3.4 T.1-20.958 0.0121 0.00 5.721 0.069 p14 T.4 -9.410 1.598 0.797 20.639 to 150 1 B1 R 8.200 0.000 Vel = -1.5 T.3 -9.410 0.0027 0.00 8.997 0.025 p51 FT.34 11.547 0.875 23.830 13.289 to 150 1 H 1 R 1.000 0.866 Vel = -6.2 H.32-11.547 0.0754 0.00 24.830 1.872 p18 H.32 0.000 0.875 14,005 14.420 to 150 2H 1.000 0.000 Vel = -6.2 H.31-11.547 0.0754 0.00 15.005 1 A 31 p19 H.31 0.000 0.875 13.173 15.489 to 150 2H 1.000 0.000 Vel = -6.2 H.30-11.547 0.0754 0.00 14.173 1.069 p20 H.30 0.000 0.875 10.462 16.353 to 150 2H 1.000 0.000 Vel = -6.2 H043-11.547 0.0754 0.00 110462 0.864 L-3735 Harbor View Lot#1 - Two Head Calculation - (K34 H.352 Page 8 of 10 Final Calculations - Pines Saturday, March 20, 2021 Ref. C-Factor Fittings Pe Point Qt Pf/UL +PrLoss. Total Pf to 150 2H 1.000 0.000 Vel = -6.2 H.25-11.547 0.0754 0.00 17.988 1.356 p22 H.25 0.000 0.875 17.589 19.111 to 150 2H 1.000 0.000 Vel = ,6.2 H.24-11.547 0.0754 0.00 18.589 1.402 p43 H.24 0.000 0.875 12.266 20.639 to 150 161 H 8.000 0.000 Vel = -6.2 T.3-11.547 0.0754 0.00 20.266 1.528 p55 T.5-21.489 0.875 1.576 18.457 to 150 1 H 1 R 1.200 0.000 Vel = 4.0 H.17 -7.416 0.0332 0.00 2.776 0.092 p32 H.17 0.000 0,875 16.051 19.024 to 150 2H 1.000 0.000 Vel = -4.0 H.16 -7.416 0.0332 0.00 17.051 0,567 p25 H.16 0.000 0.875 16.531 19.613 to 150 1 H 1 R 1.200 0.000 Vel = 4.0 D.T.3 -7.416 0.0332 0.00 17.731 0.589 p24 D.T.3 0.000 0.875 1.225 19.694 to 150 1 R1 H 1.200 0.000 Vel = -4.0 H.10 -7.416 0.0332 0.00 2.425 0.081 p23 H.10 0.000 0.875 7.110 19.963 to 150 2H 1.000 0.000 Vel = -4.0 H.11 -7.416 0.0332 0.00 8.110 0.270 p60 H.11 0.000 0.875 2.144 20.074 to 150 1 H 1 R 1.200 0.000 Vel = 4.0 T.6 -7.416 0.0332 0.00 3.344 0.111 p56 T.4-16.447 0.875 8.951 20.574 to 150 1 R1 H 1.200 0.000 Vel = 1.3 H.23 2.374 0.0040 0.00 10.151 0.041 p30 H.23 0.000 0.875 22.333 20.479 to 150 2H 1.000 0.000 H.22 2.374 0.0040 0.00 23.333 0.094 p29 H.22 0.000 0.875 19.091 20.398 to 150 2H 1.000 0.000 Vel = 1.3 H.20 2.374 0.0040 0.00 20,091 0.081 p28 H.20 0.000 0.875 9.103 20,357 to 150 2H 1.000 0.000 Vel = 1.3 H.21 2.374 0.0040 0.00 10.103 0,041 p44 H.21 0.000 0.875 15.164 20.292 to 150 2H 1.000 0.000 Vel = 1.3 H.27 2.374 0.0040 0.00 16.164 0.065 p47 H.27 0.000 0.875 9.016 20.252 to 150 2H 1.000 0.000 Vel = 1.3 H.14 2.374 0.0040 0.00 10.016 0.040 p45 H.14 0.000 0.875 5.513 20.224 to 150 1 H 1 R 1.200 0.000 Vel = 1.3 D.T.4 2.374 0.0040 0.00 6.713 0.027 L-3735 Harbor View LOW] - Two Head Calculation - (H.34 H.352 Page 9 of 10 Final Calculations - Pines Saturdav, March 20, 2021 Pipe# Hyd. Qa Dia. Fitting Pipe Pt Notes Ref. C-Factor Fittings Pe Point Qt Pf/UL +PrLoss. Total Pf to 150 1 R1 H 1.200 0.000 Vel = 1.3 H.13 2.374 0.0040 0.00 9.016 0.036 p33 H.13 0.000 0.875 11.492 NAM to 150 2H 1.000 0.000 Vel = 1.3 H.12 2.374 0.0040 0.00 12.492 0.050 p27 H.12 0.000 0.875 14.477 20.074 to 150 1 H1 R 1.200 0.000 Vel = 1.3 T.6 2,374 0.0040 0.00 15.677 0.063 p31 T.5-21.Ana 0.875 7.469 18.831 to 150 1 B1 H 8.000 0.000 Vel = -3.8 H.18 -7.037 0.0302 0.00 15.469 0.467 p48 H.18 0.000 0.875 6.218 19.055 to 150 1 R1 H 1.200 0.000 Vel = -3.8 D.T.2 4.037 0.0302 0.00 7.418 0.224 p49 D.T.2 0.000 0.875 1.165 19.126 to 150 1 R 1 H 1.200 0.000 Vel = -3.8 H.15 -7.037 0.0302 0.00 2.365 0.071 p50 H.15 0.000 0.875 11.955 19.517 to 150 2H 1.000 0.000 Vel = -3.8 H.26 -7.037 0.0302 0.00 12.955 0.391 p63 H.26 0.000 0.875 10.320 19.858 to 150 2H 1.000 0.000 Vel = -3.8 H.19 4.037 0.0302 0.00 11.320 0.341 p64 HA 9 0.000 0.875 23.877 20.615 to 150 1 R1 H 1.200 0.000 Vel = -3.8 T.4 -7.037 0.0302 0.00 25.077 0.756 p61 T.6 -9.790 0.875 6.367 20.300 to 150 1 B 7.500 0.000 Vel = -2.7 R.4.B -5.042 0,0163 0.00 13.867 0.226 i1 R.4.B 0.000 0.875 10.000 24.794 to 150 0.000 4.331 Vel = -2.7 R.3.B -5.042 0.0163 0.00 10.000 0.163 p57 R.3.13 0.000 0.875 1.355 24.827 to 150 1 R 0.700 0.000 Vel = -2.7 T.2 -5.042 0.0163 0.00 2.055 0,033 p11 T.1-23.975 1.598 1.793 25.422 to 150 1 R1 L 4.200 0.000 Vel = -3.8 L.1-23.975 0.0155 0.00 5.993 0.093 p12 LA 0.000 1.598 0.824 27.221 to 150 1 L 3.500 1.732 Vel = -3.8 S.0-23.975 0.0155 0200 4.324 0.067 p52 FT.35 -1.453 0.875 8.488 10.550 to 150 2R 1.000 0.433 Vel = 0.8 FT.34 1,453 0.0016 0.00 9.488 0.015 p54 T.5 -14.453 0.875 14.276 15.731 to 150 1 H] R 1.200 0.866 Vel = 7.7 H.33 14.453 0.1142 0.00 15.476 1.767 L-3735 Harbor View LOW 1 - Two Head Calculation - (M34 H.m Page 10 of 10 Final Calculations - Pipes Saturday, March 20, 2021 Pipe# Hyd. Qa Dia. Fitting Pipe Pt Notes Ref. C-Factor Fittings Pe Point Qt Pf/UL +PrLoss. Total Pf p16 H.33 0.000 0.875 8.488 14.214 to 150 2H 1.000 0.433 Vel = 7.7 H.36 14.453 0.1142 0.00 9.488 1.084 p17 H.36 0.000 0.875 9.330 13.034 to 150 2H 1.000 0.000 Vel = 7.7 H.29 14.453 0.1142 0.00 10.330 1.180 p53 H.29 0.000 0.875 14.079 11.31 Z to 150 2H 1.000 0.000 Vel = 7.7 H.28 14.453 0.1142 0.00 15.079 1.722 p26 H.28 0.000 0.875 9.330 10.133 to 150 1 R 1 H 1.000 0.000 Vel = 7.7 FT.35 14.453 0.1142 0.00 10.330 1 A 80 hp34 H.34 0.000 0.875 0.000 10.550 to 150 1 H 1 B 11.000 0.000 Vel = 6.9 FT.34 13.000 0.0939 0.00 11.000 0.000 hp35 H.35 0.000 0.875 0.000 10.133 to 150 1 H 1 B 11.000 0.000 Vel = 6.9 FT.35 13.000 0.0939 0200 11.000 0.000 I w--------- - - - - -, MI I �I - - - - - - I - - - - - - - it II I I II I I I i II- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BASEMENT FLOOR PLAN I oun w Cr- Q 0 = Z L Q W LL U W H Y7 W D W o LL .0 U � W r� 0 J w 0 V) M ti M J FILE NAME: L-3735 HARBOR VIEW LOT #1 SHEET NO. 2.0 2OF3 6' 0 U H Z O U m U c w W N O � u E o m U z (7 00 r WQ N N NI W O m � C ip > w �` C OCL IT W n X N Z W 0 m < z J a0m22 an.¢n.W G i LLJ O Q C''LU N U i H 4 UJ >� wa w Oco WC LLJ to C Q Q O m LL W Q N eq La Z CO Q ry m W H U) M W W pia J 0 Q 0. Z U) a_ co r !M J W �2 LL o Q � v� 3 E om co w) C a M d t O Y of ti to C N M toC1 00 0 CO m r m 0) Sw