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HomeMy Public PortalAbout09-0364 Kitchens o ...' ' : 0 °gomocto0+ CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 08-6-2009 PERMIT#: 090364 WORK DESCRIPTION FIRE SPRINKLER WORK LOCATION 17 IZLAR AVE ABC OWNER NAME MACK KITCHENS ADDRESS PO BOX 1499 CITY,ST,ZIP TYBEE ISLAND GA 31328-1499 PHONE NUMBER 912-484-7866 CONTRACTOR NAME INTERNATIONAL FIRE PROTECTION ADDRESS 5578 EXPORT BV CITY STATE ZIP GARDEN CITY GA 31408 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 31.75 PROPERTY IDENTIFICATION# PROJECT VALUATION $27,000.00 TOTAL BALANCE DUE: $ 31.75 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. 4,0„-Aivw....L...) Signature of Building Inspector or Authorized Agent: K).. P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org �^lN6E ,,�H� S'• • ��\ ^ "v� City of )ee Island • Community Develd, ;ent Dept. It`d ' Inspection Report �i� i/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 man* R % y ' INTERNATIONAL \-Y Phone 912.786.4573 ext. 114 • Fax 912.786.9539 i CODE/ MEMBER Permit No. (99 -0 347/ Date Requested Owner's dame k,.r-4 h %-.A1S Date Needed efi> Gen. Contractor Subcontractor f 7�r a\ 4.,,J4-I Contact Information l t . 06(-1 -;?2� R4- `7`" z5S6,-elL/623 Project Address / 7 /-7J4/Z Scope of Work . �.. , /,-)OU/1L - IU r�,J 3 (),44• , (� Inspector 1 (. q 1fO Date of Inspection /?5/1 r J A Inspection 5 1<iL lre*Z. i-;()�, 1 - ! Pass q S Fee Inspection Pass El Fail ® Fee Inspection Pass ® Fail ® Fee Inspection Pass 0 Fail 0 Fee i a\\`� „c,,,--,3„4 y City of .. see Island • Community Develol. ent Dept. !Iiw `(..,- Inspection Report ism` 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INT ITA ONNAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. '1.)'-1 - ' (:.-- I.: Date Requested I /2,-/..-,, i )1 Owner's Name i,--- ; �( ; �V.:- Date Needed --1 4 -1-1- 7 1 / I • ---2_ r Gen. Contractor Subcontractor 1, -i- L 1-1 4--i4,.. ) ,,..c7 c -(-,c.•), -4--- -.)-131 ,`> -1-I be,' Contact Information , , '1 1,_, ' -, - , (c: L Project Address 1 ? J _.% . _ Scope of Work 2r4', .. �._i l / , J'�,,) : _ -.�, �- r,;, -)�)v 1 1 Inspector I Date of Inspection %! J 1 Inspection - I •-‘)! l i • ', M—, rJ(-4 I- Pass ❑ Fail jZi Fee t1 !) _ - l {. 1 1 ° 1 pit() i-S2,71 L 1)/-4 i .F- , , „.° \1 '- -k" -I 1 0 c1 . o -I- 04 -,' .;2tj► - dJ, . — i --, t !-]vA-tom DJClJk11 Ins Inspection Pass ❑ Fail 0 Fee / - •-:5--::),Z / )L /7:1-,- T._11,6,o,/ Hal-, -Li-L. 1 ,•I a fl1-7'— i ---- r, . � �ii ' i,�j C Cr.�] N,\,\,,o --rEi. -- 1 , ) . V o3-11- otr- 1 `� 1 Inspection '��" f IV/ ( Pass El Fail El Fee c___t_.e..4(4.i a /9-1— Inspection Pass ❑ Fail ❑r Fee ; A L-1 17 4qPV1 .,_t \. W.•'‘: City of Tybee Island • Community Development Dept. 4 .1/4-, : . !.; . Inspection Report Pdritil -/ 1 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.7845.4573 ext. 114 • Fax 912.786.953? /Permit No. ga" --e..03a Date Requested 401 i 1 7 i q 057 Owner's Name k,/---te. ,,,T,A) . Date Needed -7 Gen. Contractor Subcontractor Contact Information Tisk_Lc64-- --Tb&o Project Address 12_,_ I Z(.477: Scope of Work Inspector- (1 Date o Inspection Z., i / i C3 I Inspection . -r-0 -- d&Pit.1*(4-1: ,-roass Fail(ts\' Fee ( a (-7 e <.". lb °.(4(-- ‘.-- 11--- 4-- -- 31 --zo:- 7,„,,,2.1"'" • Inspection Pass Fail 0 Fee Inspection Pass 0 Fail 0 Fee Inspection Pass Fail 0 Fee ? FIRE PROTECTION INC. www.candolFP.com "Complete Fire Protection Service" CONTRACTOR'S MATERIAL&TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE I lion c.xr Rhdoa at work Inspection and 1.404 du.be mode by Ra woo-woes I.pt.s.nt h^•and wk»ssod by an o.K»n np v nC t+..Al dd.ct6 sn.E b.caha.a.nd arsem hR in service bdor.ow*acio(s p«sorwl Maly leave Is Job- A o.RRicats sh.l be fowl out and aol�p' � by both Copes shot M prepared Far approving authorki.s owners,and wnoactor.R 4 tMdennood the owns('t p- nsMKt.e's sign t`w.b n.s.sq•P"P�°'o`s any d�aontrac/or Art kwsy aussrk{poor worknonebip.or MJaw.to comply wail apporcrktp omoorky's^9` TM'a a Wad socomano.s. PROPERTY NAME /17,0C / - � ]—f/✓v4'G i 1DATE PfOPERTYAODiES3 ' eatei l rED BY A'PROYK1 AUT}gR/ES QAMES1 / S Ata/ '4,7,i1.lr 1. 42 t dJ. .11 / ADORESS nANS ///7 Cisdr✓lirrwKL %K ��c �.v�,s� Af , 7/v0( NSTALLATKNi CONFORMS TO ACCEPTED PLANS tE3 0 NO EQUIPMENT USED IS APPROVED E3 0 NO F NO.EXPLAIN 0EVTATKNi3 HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN Rt3TRUC ED AS TOWCATION IVES 0 NO OF CONTROL VALVES AND CARE ANO MAINTENANCE OF THIS NEW EQUIPMENT!' yyJJ F NO.EXPLJIN INSTRUCTICI(S HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: DOS 0 NO L.SYSTEM COMPONENTS INSTRUCTIONS S O NO 2.CARE ANO MANTEHANCE NSTRDCTIONS S O NO 3.NFPA 13A S 0 NO LOCATION SUPPLIES BUILDINGS OF SYSTEMiLi YEAR OF ORIFICE TtMPERATURE MAKE MODEL MANUFACTURE _ SZE OUANTTN RATING SPRINKLERS - - - PIPE ANO Typo dPt. e7✓C. FIT11N33 Typo of FlttInge ��✓L MAXIMUM TIME TO OPERATE ALARM ALARM DEVICE THROUGH TEST CONNECT ION YAM •PE MAKE MODEL MIN. C. OR FLOW BIOICATOR s VE •OD. MAKE •., SERIAL N0. MAKE MODEL SERIAL NO. TIME TO TRIP - TiME WATER ALARM THOU TEST WATER Al• TRIP POINT REACHED OPERATED DRY PIPE CONNECTION' PRESSURE P• '•'"1". AIR PRESSURE TEST OUTLET' PROPERLY OPERATING MIN. SEC. PSI PSI PSI MIN, SEC. YES NO TEST Wtdwut 0.0.0. VOA 0.00. IF NO.EXPLAIN TOYER) 5578 Export Boulevard • Garden City, Georgia 31408 • 912-966-0444 • Fax 912-966-1144 24-HOUR EMERGENCY SERVICE SYSTEM ACCEPTANCE OPERATpN 0 PNEUMATIC 0 ELECTRIC O HYDRAULIC PIPING SUPERVISED 0 YES 0 NO J DETECTING MEDIA SUPERVISED 0 YES 0 NO DOES VALVE OPERATE FROM THE MANUAL TRIP ANOIOR REMOTE CONTROL STATIONS 0 YES 0 NO DELUGE a IS THERE AN R E§S tBLE-FAC-LITYliq EACH CIRCUIT FOR TESTING F NO.EXPLAN PREACTION VALVES O YES o NO TOES EACH CIRCUIT OPERATE DOES EACF{CfRCUIT MAxiMum T igE TO MAKE MODEL SUPERVISION LOSS ALARM OPERATE VALVE RELEASE OPERATE RELEASE YES NO YES NO MN. r SEC. .1,41 . s -Hydroaaiic mats shall b•ned•al not Was tun 200 pal(13.6 bars)Tor Iwo hours of 60 pal p.4 bars)abM sunk Pressor.In axons TEST ah 15•Pal...2 bra)No two boon.Delon.n .J dry-pa.Woo dapp.rs shalt b•left open durkp Is•f 10 provers damage.M aboveground ORIN hakage DESCRIPTION PNFEJMATr„:Estadlsh 40 pal(2.7 bars)ak pr.sau.e and nxsastr.drop which shall not wooed 1.1/2 p7(0.1 bars)H 24 hours.Too pots cola Lanka at normal oats 111,044 and ak press um and mesa urit air pressor•drop which that not.xesed 1-1R pal(0.1 ban)In 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT 7+60 PSI FOR "L' HRS. F NO,STATE REASON DRY PIPING PNEUMATICALLY TESTED 0 YES O NO EQUIPMENT OPERATES PROPERLY 0 YES a NO DO YOU CER71f-Y A.S1HZ SPRINKLER CONTRACTOR THAT ADOITNES AND CORRDstvE-O E4wwCALS,Ol KA.4$IUCATE OR DERIVATIVES OF.•• •ILICATE,BRINE,OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR TESTS STOPPING LEAKS? ..,r. 0 NO DRAIN I RE a s a GAGE LOCATED NEAR WATER T RESIDUAL PRESSURE WITH VALVE IN TEST SUPPLY TEST CONNECTION: PSI CONNECTION OPEN WIDE• PSI ROROUNO MAINS AND LEAD N CONNECTIONS TO SY TFIA RISERS-FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING, VERIFIED BY COPY OF THE U FORM NO.158 ❑YES a NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER �t/ 157 4`fA S GROUND SPRINKLER PIPING Cl YES Cl NO BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS ��f WELDED PIPING 0 YES ..lD HO V F YES... DO YOU CERTFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS DIG.q LEVEL ARa 0 YES 0 NO WELDING CO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN ) WELDING COMPLIANCE WITH THE REQUIREMENTS Of AT LEAST AWS DIG.A.LEVEL AR-3 a YES 0 NO DO YOU CERTFY THAT WELDING WAS CARRIED OUT 14 COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED THAT OPENINGS N PIPING ARE SMOG H}{THAT SLAG ANOOTHER WELDING RtSOUE ME REMOVED,AND THAT THE INTERNALDIAMETERS OF PIPING ARE NOT PENETRATED 0 YES 0 NO CUTOUTS DO YOU CERTFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL (DISCS) CUTOUTS(DISCS)ME RETREVED? V ES 0 NO HYDRAULIC NAME PLATE PROVIDED r F NO.EXPLAIN /i[.! DATA NAMEPLATE S 0 NO DATE LEFT N SE WITH ALL CONTROL VALVES OPEN: REMARKS NAME9F SPRINKLER CONTRACTOR i 7,�A/a7ru.✓/./ 5//s.r .7•14A--%1 TESTS WITNESSED BY SIGNATURES FOR PROPERTY OWNER(SIGNED) TITLE DATE I I FOR SPRINKLER CONTRACTOR(SIGNED) TITLE DATE 1 ADDITIONAL EXPLANATKkf AND NOTES 85A BACK 0q—■OL. 67 ' '13° fr 0 - � CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT Ai a.j � P.O. Box 2749% Tybee Island, GA 31328 � Phone (912) 786-4573 • Fax (912) 786-9539 R�lE7 PLUMBING PERMIT APPLICATION Date 7 - aZ -,AQ3 / Location of work(street address)L a�$�J 12. 6 2 f 1/ 13-2? - ..10i-i Yz) 6&E Contractor -P." Address of Contractor ` �" / f p Telephone number of Contractor A a c'^a�A TJT L 1�S ( `1' 2 3-)7 '7 4'-- ( 3a) a Name of Property Owner /vj/1 CA /I/ T- -/7' ' UJ Mailing address of Property Owner Telephone number of Property Owner Date work will be ready for inspection, if known � Permit Number Estimated cost of construction vA '? (��'0 G C6:03 1/New Work Replacement Oil Gas Electric k- Backflow Preventor Disposal Unit Domestic Water Connection to Main Drain Roof or Area Drainage or Vent Piping ,/-' Fire Protection Sprinkler System; Number of Heads/Nozzles 2-7 0(0 -- Grease/Oil Trap Hose Bib !.. Hot Water Heater 3i, Icemaker Lawn Sprinkler System Plumbing Fixture Residential House Sewer Connection to Main Sewer Cleanout Sewer Stub Vacuum Breaker Water Meter Water Service Line-New Residence Water Service Line-Replacement Water Softener Other _ Fire Protection by Computer Design INTERNATIONAL FIRE PROTECTION, 5578 EXPORT BLVD. GARDEN CITY, GEORGIA 31408 912-966-0444 Job Name : Building : FOUR STOREY CONDO Location : IZLAR AVE. LOT 99 TYBEE BEACH GEORGIA 31238 System : 1 Contract : Data File : TYBEE HOUSE BACEMENT.WXF INTERNATIONAL FIRE PROTE( >N, Page 1 Date HYDRAULIC DESIGN INFORMATION SHEET Name - TYBEE HOUSE Date - 7-1-2009 Location - IZLAR AVE. LOT 99 TYBEE BEACH GEORGIA 31238 Building - FOUR STOREY CONDO System No. - 1 Contractor - INTERNATINAL FIRE PROTECTION Contract No. - Calculated By - MICHAEL JACKS Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - ORDINARY GROUP 1 S Type of Calculation: (X)NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 ( )2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E _ M Listed Flow at Start Point - 1040 Gpm System Type Listed Pres. at Start Point - 58 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - 50 Gpm Make RELIABLE Model Fl I Elevation at Highest Outlet - 25 Feet Size 1/2 K-Factor 5.6 G Note: Temperature Rating 155 N Calculation Gpm Required 238 Psi Required 47.285 At Test Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 6-25-2009 Rated Cap. Cap. T Time of Test - 9:00 AM @ Psi Elev. E Static (Psi) - 60 Elev. R Residual (Psi) - 48 Other Well Flow (Gpm) - 950 Proof Flow Gpm S Elevation - 0 P Location: WATER PRESSURE TEST WAS PERFORMED AT THE CORNER OF IZLAR & BUTLER P L Source of Information: Y Vvaiei auppiy Live tt..) INTERNATIONAL FIRE PROTECTION, Page 2 Date City Water Supply: Demand: C1 - Static Pressure 60 D1 - Elevation 5.486 C2 - Residual Pressure 48 D2 - System Flow 137.077 C2 - Residual Flow 950 D2 - System Pressure 47.285 Hose Adj City ) Hose Demand ) 100 D3 - System Demand 237.077 Safety Margin 11.794 150 140 130 : P 120 R110 E 100 • S 90 S 80 U 70 Cl R60 " _ D2 e C2 >0 o 40 D3 30 20 1 10 • 100 200 300 400 500 600 700 800 900 FLOW ( N ^ 1.85 ) Computer Programs by Hvdratec Inc. Route 111 Windham N.H. USA 03087 r►tu ►gs useu y INTERNATIONAL FIRE PROTECTION, Page 3 Date Fitting Legend Abbrev. Name ' 3/4 1 1% 1'/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 N CPVC 90'Eil Harvel-Spears 7 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 O CPVC Tee- Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hvdratec Inc. Route 111 Windham N.H. USA 03087 rIGaJ011C I rIVVV VUI III I ICH y - J 1 rwaur 1RW INTERNATIONAL FIRE PROTE( )N, Page 4 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 12.667 5.6 18.37 na 24.0 0.1 92 7.0 2 12.667 5.6 7.49 na 15.33 0.1 92 7.0 3 12.667 5.6 7.69 na 15.53 0.1 92 7.0 4 12.667 5.6 16.61 na 22.82 0.1 92 7.0 5 12.667 5.6 7.0 na 14.82 0.1 92 7.0 6 12.667 5.6 7.45 na 15.28 0.1 92 7.0 9 12.667 17.12 na G 12.667 17.12 na L 12.667 20.05 na 7 12.667 5.6 27.38 na 29.3 0.1 92 7.0 8 12.667 29.69 na TOR 12.667 32.23 na TOB 5.833 37.45 na BOB 4.833 44.05 na BOR 0.0 46.83 na TEST 0.0 47.29 na 100.0 The maximum velocity is 22.66 and it occurs in the pipe between nodes L and 8 I II II lrOILUIc11.1l1I IO - I ICLC-VI 1-1/V 1111C11 1 IJ INTERNATIONAL FIRE PROTE( )N, Page 5 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 24.00 1.394 3N 24.0 25.667 18.365 K Factor = 5.60 to 150 10 6.0 30.000 0.0 L 24.0 0.0302 0.0 55.667 1.682 Vel = 5.05 0.0 24.00 20.047 K Factor= 5.36 2 15.33 1.394 IN 8.0 1.000 7.491 K Factor= 5.60 to 150 10 6.0 14.000 0.0 3 15.33 0.0132 0.0 15.000 0.198 Vel = 3.22 3 45.62 1.394 3N 24.0 25.667 7.689 K Factor= 5.60 to 150 10 6.0 30.000 0.0 G 60.95 0.1695 0.0 55.667 9.433 Vel = 12.81 0.0 60.95 17.122 K Factor = 14.73 4 22.82 1.394 1N 8.0 1.000 16.612 K Factor = 5.60 to 150 IT 9.523 17.523 0.0 G 22.82 0.0275 0.0 18.523 0.510 Vel =_4.80 0.0 22.82 17.122 K Factor= 5.51 5 14.82 1.394 3N 24.0 25.667 7.000 K Factor = 5.60 to 150 10 6.0 30.000 0.0 3 14.82 0.0124 0.0 55.667 0.689 Vel = 3.12 0.0 14.82 7.689 K Factor= 5.34 6 15.28 1.394 1N 8.0 1.000 7.446 K Factor= 5.60 to 150 IT 9.523 17.523 0.0 3 15.280.0131 0.0 18.523 0.243 Vel = 3.21 0.0 15.28 7.689 K Factor= 5.51 9 0.0 1.394 0.0 9.583 17.122 to 150 0.0 0.0 0.0 G 0.0 0.0 0.0 9.583 0.0 Vel = 0 G 83.78 1.394 0.0 9.583 17.122 to 150 0.0 0.0 0.0 L 83.78 0.3052 0.0 9.583 2.925 Vel = 17.61 L 24.00 1.394 IN 8.0 11.833 20.047 to 150 0.0 8.000 0.0 8 107.78 0.4864 0.0 19.833 9.646 Vel = 22.66 • 0.0 107.78 29.693 K Factor= 19.78 ---- ----- 7 29.30 1.394 4N 32.0 15.000 27.377 K Factor= 5.60 to 150 10 6.0 38.000 0.0 8 29.3 0.0437 0.0 53.000 2.316 Vel = 6.16 I le 14111 ....,CA.NO,114:711.1,,Iv - '4,1041 MAGRI%Al INTERNATIONAL FIRE PROTEC )N, Page 6 Date Hyd. Qa Dia, Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 8 107.78 2.003 1 N 11.0 8.500 29.693 to 150 0.0 11.000 0.0 TOR 137.08 0.1299 0.0 19.500 2.533 Vel = 13.96 TOR 0.0 2.003 IN 11.0 6.417 32.226 to 150 0.0 11.000 2.960 TOB 137.08 0.1299 0.0 17.417 2.262 Vel = 13.96 TOB 0.0 2.067 1Zwa 0.0 1.000 37.448 to 120 0.0 0.0 6.433 * Fixed loss = 6 BOB 137.08 0.1690 0.0 1.000 0.169 Vel = 13.11 BOB 0.0 2.469 1E 7.98 4.833 44.050 to 140 0.0 7.980 2.093 BOR 137.08 0.0533 0.0 12.813 0.683 Vel = 9.19 BOR 0.0 4.026 lE 13.3 80.000 46.826 to 140 0.0 13.300 0.0 TEST 137.08 0.0049 0.0 93.300 0.459 Vel = 3.45 100.00 Qa = 100.00 237.08 47.285 K Factor= 34.48 • 411111"111161111N 4I‘ I FLOP Fire Protection by Computer Design INTERNATIONAL FIRE PROTECTION, 5578 EXPORT BLVD. GARDEN CITY, GEORGIA 31408 912-966-0444 Job Name : TYBEE HOUSE Building : FOUR STOREY CONDO Location : IZLAR AVE. LOT 99 TYBEE BEACH GEORGIA 31238 System : 1 Contract : Data File : TYBEE HOUSE 3RD FLOOR.WXF INTERNATIONAL FIRE PROTEC', N, Page 1 TYBEE HOUSE Date 7-1-2009 HYDRAULIC DESIGN INFORMATION SHEET • Name - TYBEE HOUSE Date - 7-1-2009 Location - IZLAR AVE. LOT 99 TYBEE BEACH GEORGIA 31238 Building - FOUR STOREY CONDO System No. - 1 Contractor - INTERNATINAL FIRE PROTECTION Contract No. - Calculated By - MICHAEL JACKS Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - LIGHT HAZARD S Type of Calculation: (X)NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 ( )2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start_Point - 1040 Gpm System Type Listed Pres. at Start Point - 58 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - 50 Gpm Make RELIABLE Model Fl I Elevation at Highest Outlet - 25 Feet Size 1/2 K-Factor 5.6 G Note: Temperature Rating 155 N Calculation Gpm Required 121.292 Psi Required 41.992 At Test Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 6-25-2009 Rated Cap. Cap. • T Time of Test 9:00 AM @ Psi Elev. E Static (Psi) - 60 Elev. R Residual (Psi) - 48 Other Well Flow (Gpm) - 950 Proof Flow Gpm S Elevation - 0 _ P Location: WATER PRESSURE TEST WAS PERFORMED AT THE CORNER OF IZLAR & BUTLER P L Source of Information: • Y vvenel ouipry L.uIve lv) INTERNATIONAL FIRE PROTECTION, Page 2 TYBEE HOUSE Date 7-1-2009 City Water Supply: Demand: C1 - Static Pressure 58 D1 - Elevation 10.394 02 - Residual Pressure 32 D2 - System Flow 81.971 02 - Residual Flow 1040 D2 - S stem Pressure 47.004 Hose Adj City ) Hose Demand ) 50 D3 - System Demand 131.971 Safety Margin 10.426 150 140 130 - - p 120 R 110 - E 100 • 9V S 80 U 70 Cl R 60 50 D2 - 40D C2 30 20 10 I Dl 11111111111 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( NA1.85 ) Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 rtutttys useu outtuttaty INTERNATIONAL FIRE PROTECTION, Page 3 TYBEE HOUSE Date 7-1-2009 Fitting Legend Abbrev. Name 1 3�4 1 11/4 1% 2 2'/ 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 N CPVC 90'EIl Harvel-Spears 7 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zwa Watts 007 Fitting generates a Fixed Loss Based on Flow Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure/ Flow Summary - S I ANL)AKU INTERNATIONAL FIRE PROTEC', Al, Page 4 TYBEE HOUSE Date 7-1-2009 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. M 24.0 4.9 7.41 na 13.34 0.05 224 7.0 O 24.0 4.9 7.0 na 12.96 0.05 224 7.0 N 24.0 9.12 na P 24.0 10.49 na Q 12.0 17.47 na 3 12.0 19.35 na O 24.0 4.9 13.7 na 18.13 0.05 224 7.0 E 12.0 19.79 na F 12.0 20.1 na A 24.0 4.9 14.81 na 18.86 0.05 224 7.0 B 12.0 20.97 na H 24.0 4.9 14.53 na 18.68 0.05 224 7.0 1 12.0 22.25 na J 12.0 22.57 na G 12.0 21.44 na C 12.0 21.74 na L 12.0 22.89 na TOR 12.0 34.53 na TOB 5.833 38.08 na BOB 4.833 44.47 na BOR 0.0 46.83 na TEST 0.0 47.0 na 50.0 The maximum velocity is 17.23 and it occurs in the pipe between nodes L and TOR Final Calculations - Hazen-vviiiiams INTERNATIONAL FIRE PROTEC N, Page 5 TYBEE HOUSE Date 7-1-2009 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ,tc,, or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M 26.30 1.101 IT 9.563 5.583 7.411 K Factor=4.90 to 150 0.0 9.562 0.0 N 26.3 0.1130 0.0 15.145 1.711 Vel = 8.86 0.0 26.30 _9.122 K Factor= 8.71 O 12.96 1.101 IT 9.563 3.917 7.000 K Factor=4.90 to 150 0.0 9.562 0.0 M 12.96 0.0305 0.0 13.479 0.411 Vel = 4.37 0.0 12.96 7.411 K Factor= 4.76 N 26.30 1.101 1E 3.825 8.250 9.122 to 150 0.0 3.825 0.0 P 26.3 0.1130 0.0 12.075 1.364 Vel = 8.88 P 0.0 1.101 lE 3.825 12.000 10.486 to 150 0.0 3.825 5.197 Q 6.3 0.1129 0.0 15.825 1.787 Vel = 8.86 Q 0.0 1.101 2E 7.65 9.000 17.470 to 150 0.0 7.650 0.0 3 26.3 0.1130 0.0 16.650 1.881 Vel = 8.86 3 0.0 1.394 0.0 21.000 19.351 to 150 0.0 0.0 0.0 F 26.3 0.0358 0.0 21.000 0.752 Vel = 5.53 0.0 26.30 20.103 K Factor= 5.87 D 18.13 1.101 1E 3.825 12.000 13.696 K Factor=4.90 to 150 0.0 3.825 5.197 E 18.13 0.0567 0.0 15.825 0.898 Vel = 6.11 E 0.0 1,101 1 E 3.825 1.667 19.791 to 150 0.0 3.825 0.0 F 18.13 0.0568 0.0 5.492 0.312 Vel = 6.11 F 26.31 1.394 IT 9.523 4.583 20.103 to 150 0.0 9.523 0.0 G 4444 0.0944 0.0 14.106 1.332 Vel = 9.34 0.0 44.44 21.435 K Factor= 9.60 A 18.86 1.101 lE 3.825 12.000 14.807 K Factor=4.90 to 150 0.0 3.825 5.197 B 18.86 0.0610 0.0 15.825 0.966 Vel = 6.36 B 0.0 1.101 2E 7.65 5.000 20.970 to 150 0.0 7.650 0.0 C 18.86 0.0610 0.0 12.650 0.772 Vel = 6.36 INTERNATIONAL FIRE PROTECTION INC . www.candolFP.com "Complete Fire Protection Service" LETTER OF TRANSMITTAL TO: CITY OF TYBEE DATE 7/2/2009 403 BUTLER AVE. ATTENTION PLAN REVIEW TYBEE ISLAND, GEORGIA REF: FIRE PROTECTION CONTRACT# MACK KITCHENS HOME IFP# 13D09139 FROM Bart A Ellis WE ARE SENDING YOU ®ATTACHED 0 UNDER SEPARATE COVER SHOP DRAWINGS ® HYDRAULICS 0 EQUIPMENT SUBMITTALS El COPY OF LETTER CLOSE-OUT 0 OTHER COPIES SHEET# DESCRIPTION 3 FP-1 FIRE PROTECTION DWGS - LOT 99 IZLAR AVE 3 N/A Hydraulic Calculations THESE ARE TRANSMITTED AS CHECKED BELOW: 0 FOR APPROVAL El FOR REVIEW AND COMMENT © FOR YOUR USE © AS REQUESTED PLEASE RETURN n COPIES WITH COMMENTS/CORRECTIONS AT YOUR EARLIEST CONVENIENCE. REMARKS: RECEIVED BY: DATE: 5578 Export Boulevard • Garden City, Georgia 31408 • 912-966-0444 • Fax 912-966-1144 24-HOUR EMERGENCY SERVICE - . .,. . , _____ ..„_.•_. ,._• __ ,_. „ „.. ......, . . • . — ...—,' . ' ' _ , , . . . . ..._ ,....._. . „.. . .,. , , . . HARDENED HEX HEAD SELF THREADING SCREW --I' LI-- 2" MIN. • IS FURNISHED WITH THE HANGER AND IS THE 11111111; ' / • // MINIMUM FASTENER SIZE ACCEPTABL ( mi II sAi NR IrDmuEuRNmNE 1 DFs AH Hi ETD XE NwHEIERT AH Ds IT zSH EEE 1...AFITN EHG pRE ETR AA BDA LI NN DG 1 Ss C RT EH WE t• i'; // / 01' •• ,__ ) ?,, ....._______........., z , 0 1: • . / —.".— - ■:— 3" MIN. // / mu NISI (*) ..) .„..............._.„ -1-- 41;2 , IIIIk .1111k _....:..,;,,. .. .I _ Alli I. ill) •r II .... : '■..,...? ,---- ■ 1 i V ■ TYPICAL #11 HANGER , , 1, : • i CPVC DOUBLE FASTENER STRAP TYPE HANGER NO SCALE sums CPVC DOUBLE 2 HOLE STANDOFF STRAP TYPE HANGER CPVC DOUBLE FASTENER STRAP lYPE HANGER 1 -- All Thread Rod I I ;1 1 -- Ring , I I I i , 0 FIGURE 25 — CPVC HANGER 1 -- Eye Socket 11 ,._1_, 0 FIGURE 24 — CPVC HANGER P 1 i 1 k......1 ' ,— Tot et) lot el FIGURE .23 — .CPVC ,HANGER 1 -- Drive Screw for 1" to 2" I I 11116.0 Pipe or Lag Bolt for 2 1/2" I I to 8" Pipe I I coal m , ;TAM 1 I 1 1 1 ; I I 1 i ' 1 ! { I 1 , ..., - "-. I 1 I ELEV.MECH. I I , NO SPRINKLERS PER NFPA 13R ,I i 11 MA4 sums I 1 1 1 i 1 Au 1 1 , . , ,_, _ , c, . , I NO ,- II Zit ' • cf) . i \\\ELEV./ / Ill 1 . I •-■1C11 1 \ 1 / \ al. IIINIIIII 1 1 1 i (II t , 1 1 i I ,II 1 STAIRS 1 1 In I 1 \ ! 1 / \ 1 no \ I I w I Au I ' ; I/ ii_ i cn . . , . _ - ts., Si 7, Au ATTIC FLOOR .., .__ T __ .4 1. . , , .., *.. ..** PIPING ELIVATION , • . . LJ , D Z Lil--- .....4 millOWOMWOOM MIWOMMIONIO OwiMMMi > SYSTEM BSI =LIGHT HAZARD LARGEST ROOM < VIL. FOR A MTAL Or 5 SOK HEADS THREE IN KITCHEN AND WIG ROM AND TWO IN THE'HALLWAY EARYSTOST XSIED ROT,01 FOAM=13 SPIL HEADS if..2-11 4 1 31 4 < 1.— r / . . • 1 ,N.,.=•.... t 111111111MIttlilllioNALW.4 _ , si .., 1.1 !, ...J .. 1 r---A I! 1 1 / ---11 I ir\ ill T 1 1 ■ ..' i o Po 1 al 4' 1 1 , I ammo. ..,_. gm= 1 /.. , Sao j 1 , i , , • cu.! J , ? ,,----- ----.N., I--4 I' 1 ® A • ® 4 tt. r A 044.4.1 1 --'1"-. , 1 J ASS= I I, : . , s, 4 I' 1 1 ) *I I CU 0 I 0 \l/ 1 I i i 6. AI A4 T •-c4C,U) il i 1 \i/ 1 4 i 1 \- ._....-- ;.... 1 r. - ....•...... al =NI '''''14;iii- .- ..1 , / FE r i )444 -- FE aim v,s, f 4 ' .- :.;'). 97,-..0 OM MI i I ■ —7,-10_ cu 4 . , . Tf *2 ° 11111.11111.4 Mil II l x 4111-1$1. / A • ® . It . ® 1%." ' 4 ® gi OUTSIDE STAIR WELL , 1 (1150 0 . • • 13 -691. I-7,-v—, i:; . cu tr) . r , . r IEE EB tIr2 2" TO 1 in CPVC BUSHING 4 Will 111111 I • .. 0 NEM NM . i I 1 i" CPVC PIPE "-\ iii — --1( .-',),- ) 1 it 1 -1-- *"---0 ,7, . ' ' ' , il ilz ' -TO 1 • - ..itli zo ,, ,... i — I ir 0 z=it- I ut" 041 1 / Q /1\ .. 1 2 I -1 'kz i t_.....,.. - , .! 1,--- . 1 / ,11-- 1 _ L 1_2= IV . /1\ _ I - _ _ __ ...._ 2" CPVC ELBOW./ -'-41-60 '" -- --9'-Oh'' '-6'---.- '-0' iu _1 6' 2"SLIP CPVC X 2"BRASS GRV. ADAPTER , --"s .. MI FIST FLOOR GARAGE -7- 2nd - 3rd FLOOR TYPICAL 2" AGF Riser Residential (Base unit) With Flow Switch MI ,. and Gauges jeki IR ,..... 1111 ' ' • , i 1S" Itiline Spring Check Valve i Er _ I 2x2"x1X" Tee — 111.11 • 1 mis ,06,,,se.re.<ri-0,--/ aL- Y - g ,0 leae f5: '' riv 2" Watts Backflow Preventor .n1-, it. I 1h" to c"\ /-1 ---• .....,,- — .r. /1 ‘114/41-- .al 1:: iilf>12,744j'ee"-1 (Model 007) • I Fire Department F WE R < - feem4 DE Pp Tu.726 i.-, 1-0,,-- - „ ... — -!----2 1)(21 X 2" THRD. BUSHING . 1 I 2 1/2" SCH .40 GALV. ' . 1. DWELLING AREA DESIGNED PER NFPA 13R 1 ROOM 5 HEADS, *PROVIDE PV AS PER From City Main — 2. BASEMENT DESIGNED FOR NEPA 13 ORDINARY HAZARD GROUP It Ni:PA 24 G.31 — — _ 3. IFP TO BEGIN WORK AT 1'-011 ABOVE FINISH FLOOR, .moN:ToR ALL voTER CONTROL VA1VES AND SYSTEMS AS PER 41 ALL UNDERGROUND DONE BY OTHERS. 1FC 903.4, 'i3.3.4.1, 9,3.4.2. 5, ALL DIMENSION ARE CENTER TO CENTER TO CENTER, *FDC LOCATIONS TO BE APPROVED PER in 912.2 6. ALL DIMENSION ARE CENTER TO CENTER TO CENTER, ,. ......, ...:. TAIL 7, ALL INSIDE PIPING TO BE 1", 1V4" AND 2" CPVC, Ris ___:: _ R 8. 0 SYMBOL DENOTES PENDANT SPRINKLER HEAD. N.T,S. 9, 1 SYMBOL DENOTES SIDEWALL SPRINKLER HEAD. Cliatham County Inspections Department . . . REVIEW FOR CODE COMPLIANCE WAT R DATA reviewer shall be construed as authority . • i or set aside to violate , cancel , alter tal ' STATIC PSI 58 p" I RESIDUAL PSI _ 31_ 0 _1040 _ CPM FLOWING I any applicable codes or ordinances . The V(P)' • -• b., 1 MAiN SIZE & TYPE 6" 01 __ _ DEAD END__Li CTRCULATING X I review an,i permit should. not be construed III 1 TEST TA.KEN AT MAR & 17th BUTLER — 1 5Y TYKE LAND FIRE DPI DATE. 6-25-2009 1 as a warranty or guarantee. InD:erolvr= identify ; Every e r II violations,effort f f o r t has s — — . . . , IMPORTANT SPRINKLER SYMBOL DESCRIPTION MADISON, AL • LITTLE ROCK, AR BUTLER AVENUE SYMBOL SIZE MAKE MOCEL FINISH SlYLE TEMP K—FACTOR TOTAL Reviewed By '''f INTERNATIONAL BIRMINGHAM, Al. • MLAKOBEILE, AL Ft. In localities subject to freezing conditions; it is the owner's • FIRE PROTECTION . INC. ,...litv, , , . . • • • • NASHVILLE, TN • SAVANNAK GA ATLANTA, GA • FAYETTEVILLE, AR responsibility to provide .heat throughout wet pipe sprinkler 0 . 172" Rel Fl WHITE PEND 155° . 4.9 2,0 . . areas and in enclosures for dry pipe, deluge, and other types "Complete Fire .ProlecHort Service."' TIFTON,.GA • HOUSTON, TX of valves controlling water supplies to sprinkler systems. •- 1/2k' Re. Fl WHITE SW ' 155°. ' 5.'62 7. 5578 Export Blvd., Garden City, GA 31408 (912)966-0444 (912)966-1144 Fax Date: . . . . PROJECT:' • ' 06/28/09 . . . . This drawing and the information and design application, herein . . ' T• BEE HOUSE sco. , contained is the property of International Fire Protection, Inc. ' 1/4"=1'-.0" and is loaned upon the express Conditions' that the same be returned to I.F.P. upon request;. all information herein con- ' • - • IZLAR AVE. TYBEE HAND GEORGIA Job No: tamed shall be treated as secret and confidential; no repro- 0000000 duction of this drawing or any part thereof shall be made ____ without the written consent of I.F.P. Fire Protection Plan -Drown By M. JACKS . . Sheet No. 27 jc FP-1 .... "II)