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Home My Public Portal About07-0253 CJ Tybee LLC CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 06-6-2007 PERMIT#: 070253 WORK DESCRIPTION: FIRE SPRINKLER WORK LOCATION: 26 ATLANTIC AVENUE OWNER NAME C J TYBEE LLC ADDRESS CITY,ST,ZIP SAVANNAH GA 00000 PHONE NUMBER CONTRACTOR NAME CENTURY FIRE PROTECTION LLC ADDRESS 2625-F PINEMEADOW CT CITY STATE ZIP DULUTH GA 30096 FLOOD ZONE • BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEE'S CHARGED $ 94.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $38,000.00 TOTAL BALANCE DUE: $ 94.00 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 glitter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. CcerLyvv.‘ie)Cjr6 Signature of Building Inspector or Authorized Agent: P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org 1 • i( ; t; IV4.••• s'AN Inspection Report City ot Tybee island 403 Butler Avenue. P..0. Bei 2749 Tybee Island, GA :31328 Phone,:' (912) 786-4573 extension 114 FiSK: (912) 786-9539 7Cle10--) Parr No, .3_ Elate Owner's Name Date eeded (6T-17-67 Gen. Contrctr • Subcontractor - " ri coritactI4 Urn r .ocatort - c;;; (-17 ..417// Al 7J( PS/1D Inspector ____ Date of :inspection Type of Inspection */-/ C/V S-71: /ot-C1061--) (W- as.. 1((j T OF 6_ 6 Li CW( \.1 otizi,;( c.„)\jot) 4:14.5.:_i ()Lig- PeCi_Cif 44sito YT y(ourot--\ riAloi\nA t00 ' • Inspection Report City of Tybee lsknd 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone; (912) 786-4573 ext. 114 Fax: (912) 78 -9539 Permit No: 6 -7 - 0 (-2 ,-3 Date Requested 3/5— Owner's Name Date Needed Gen_ ntrac to r A-2% s ubco ntrac to r Contact Number Location J. inspector 7(c) Date of Inspection 3A.- /0 Type of inspection /TA/ Az-- Fags _ Fait a �• 41. CITY OF TYBEE ISLAND BUILDING&ZONING DEPARTNINET P.O.Box 2749 titit �_ Tybee Island, GA 31328 Phone(912)7864573 Fax(912)786-9539 PLUMBING PERMIT APPLICATION Date I / 7 Location of work(street address) ( ��( f �^ i��4`�— .26 / +ta^L A.v¢J Contractor -Ft) P� : c' ? e3 h N\.) Address of Contractor D v--c- Lo noci� Telephone number of Contractor 77 U cA,L-1 5 Name of Property Owner 2 C_ l7 1��\(�� C "P UV\ E Mailing address of Property Owner 100 CO 1 T (-' i C) Ll C w t c, Telephone number of Property Owner Date work will be ready for inspection,iflaiown Nor N.0( a )l\-1 mit -- PennitNumher � D? Estimated cost of construction C)00 c a -t7Z St3 XNew Work _Replacement Oil Gas _Electric X Bacldlow Preventor Disposal Unit Domestic Water Connection to Main Drain Roof or Area Drainage or Vent Piping Fire Protection Sprinkler System; Number of Heads/Nozzles Z`7 Lo Grease/Oil Trap Hose Bib Hot Water Heater 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 as00 bg .pc, a-na g. . 2 S -1 4.0 0 TOTAL P.02 I tter of Transmittal century Duluth, GA. 30096w Court Fire Protection,Inc. Phone- 770-945-2330/ Fax-770-945-2651 To : City of Tybee Island Date : MAY 20 2007 P. O. Box 2749 RE : ATLLANTIC AVE CONDOS Tybee Island, GA. 31328 1511 BUTLER AVE Tybee, Island GA. 31328 ATTN : Plan Review We are sending you attached x under separate cover via the following items : X Prints of Shop Drawings Plans Calculations Certificates Warranty Copy of Letter Manufacturer's Brochures Pamphlets X Submittal Data Samples Manuals Self Addressed Stamped Envel. Other Copies Date No. Description See Below 5 Sets 05/20/07 FP Shop DWG. 3 SETS 05/20/07 HYDRAULIC CALCULATIONS These are transmitted as indicated: 1. For your use 4. For coordination 7. Return 2 approved set(s) of print(s) 2. For approval 5. For review and comment 8. Return 2 approved set(s) of calculation(s) 3. As requested 6. Returned after loan to us 9. For bids due 10. Return 2 approved set(s) of plans 11. Remarks : PLEASE CA (404) 732-6803 O LET ME KNOW WHAT THE PERMIT FEE IS. -o- la-P4- THANK YOU Please return in Self Addressed Stamped Envelope Please call for pick-up RHETT HESPRICH cc : Project Design Manager Ge-Ge- Z (-0 CLD5ce- J%� L Hydraulic Design Information Sheet Name: ATLANTIC AVENUES CONDOS Date: MAY 14, 2007 Address: 1511 BUTLER AVE. TYBEE ISLAND, GA 31328 Building: NA Contractor: Century Fire Protection, Inc. Calculated By: RHETT HESPRICH Construction: [ ]-Combustible [X] -Non-Combustible System Design [X] - NFPA 13 [ ] - NFPA 231 [ ] - NFPA 231C: Figure: Curve: [ ] - Other (Specify) : Area of Sprinkler Operation: 1950 SQFT \\\`�auauu�wiu1�uE i®F G ,,�� Area Per Sprinkler: 126.33 SQFT MAX Number of Sprinklers Calculated: 16 t� �Q°j cc\ 7 0110111111,.) * System Type * [ 1 -Wet [X1 -Dry [ 1-Deluge [ ] -Pre Action %%-i4G1w` 1 IJ711tInUfll`AAA * Sprinkler or Nozzle * Make: Victaulic Model: V2704 BRASS UPRIGHT Size: 1/2" K-Factor: 5.6 Temperature Rating: 175 Deg. Calculation Summary GPM Reqd. at Base of Riser: 332 .0 PSI Reqd. at Base of Riser: 29.3 GPM Required at Source: 582 .0 PSI Required at Source: 43 .1 "C" Factor Used: Overhead: 100 Underground: 140 Water Supply * Water Flow Test * * Pump Data * * Tank or Reservoir Rated Capacity: N/A Capacity: N/A Static PSI: 60 At PSI: Elevation: Residual PSI: 52 Elevation: GPM Flowing: 750 * Well * Elevation: -4 ' Proof Flow: N/A Source Infoimation: Flow Test was conducted by CITY OF TYBEE ISLAND at the jobsite. f SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 ' DATE: 5/14/2007URRENT PRO. TS\WB1186 ATLANTIC AVE CONDOS 'LANTICDRY.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) U1 60.0 52 .0 750.0 55.0 582 .0 43.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 582 .0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 332 .0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) U1 -4 .0 SOURCE 43 .1 332 .0 U2 -4.0 - - - - 42.4 - - - U3 -3 .0 - - - - 41. 8 - - - 1 8 .0 - - - - 29.3 - - - 1A 3 .0 - - - - 39.1 - - - 1B 3 .0 - - - - 33.1 - - - 2 8 . 0 - - - - 27. 6 - - - 3 8 . 0 - - - - 21.9 - - - 4 8.0 - - - - 21.7 - - - 5 8 . 0 - - - - 21. 6 - - - 6 8 . 0 - - - - 21.5 - - - 7 8.0 K= 5. 60 13 . 8 20.8 8 8 . 0 K= 5.60 11.7 19.1 9 8 . 0 K= 5. 60 16.4 22 .7 10 8.0 K= 5. 60 13 .9 20.9 11 8. 0 K= 5. 60 13 . 6 20.7 12 8 .0 K= 5.60 11. 6 19.0 13 8 .0 K= 5.60 16.2 22 . 6 14 8 . 0 K= 5.60 13 .8 20.8 . 15 8.0 K= 5.60 13 . 6 20. 6 16 8 . 0 K= 5.60 11. 5 19.0 17 8 .0 K= 5. 60 16.1 22 .5 18 8. 0 K= 5. 60 13 .7 20.7 19 8 .0 K= 5. 60 13 .5 20. 6 20 8.0 K= 5 . 60 11. 5 19.0 21 8 .0 K= 5.60 16.1 22 .5 1 22 8.0 K= 5.60 13 .7 20.7 1 r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/14/2007URRENT PRO; 'TS\WB1186 ATLANTIC AVE CONDOS' "LANTICDRY.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 332 .0 6.400 PL 215.00 PF 0.7 U1 -4.0 SRCE 43 .1 (N/A) 3 .3 140 FTG T PE 0.0 U2 -4. 0 0.0 42 .4 0.0 0.003 TL 266.84 PV Pipe: 2 332 .0 6.400 PL 7 .33 PF 0.2 U2 -4. 0 0 .0 42 .4 0. 0 3 .3 140 FTG TG PE -0.4 U3 -3 .0 0.0 41. 8 0 .0 0.003 TL 64.36 PV Pipe: 4 332 .0 6.400 PL 6.00 PF 0.1 U3 -3 . 0 0. 0 41.8 0.0 3 .3 120 FTG E PE -2 .6 1A 3. 0 0 .0 39.1 0.0 0.004 TL 24.19 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE 1A 3.0 0.0 39 .1 0. 0 6.0 psi, 332 .0 gpm 1B 3.0 0. 0 33 .1 0.0 Pipe: 7 332 .0 4.260 PL 5.00 PF 1.6 1B 3. 0 0 . 0 33 .1 0. 0 7.5 100 FTG EBD PE -2 .2 1 8. 0 0 . 0 29 .3 0 . 0 0.036 TL 44.47 PV Pipe: 8 332 .0 4.260 PL 28.16 PF 1.7 1 8. 0 0.0 29 .3 0.0 7 .5 100 FTG 2E PE 0.0 2 8.0 0.0 27 . 6 0. 0 0.036 TL 46.95 PV Pipe: 9 332 .0 4 .260 PL 150.70 PF 5.7 2 8.0 0 . 0 27 . 6 0. 0 7 .5 100 FTG E PE 0.0 3 8. 0 0 . 0 21.9 0.0 0.036 TL 160.10 PV Pipe: 10 248.5 4.260 PL 9.83 PF 0.2 3 8.0 0.0 21 . 9 0.0 5.6 100 FTG ---- PE 0.0 4 8.0 0.0 21.7 0.0 0.021 TL 9.83 PV Pipe: 11 165.5 4.260 PL 10.08 PF 0.1 4 8. 0 0.0 21 .7 0.0 3 .7 100 FTG ---- PE 0.0 5 8.0 0.0 21 . 6 0.0 0.010 TL 10.08 PV Pipe: 12 125.9 4.260 PL 10.08 PF 0.1 5 8. 0 0.0 21. 6 0.0 2 .8 100 FTG ---- PE 0.0 6 8. 0 0 . 0 21.5 0 .0 0.006 TL 10.08 PV Pipe: 13 39 .9 1.049 PL 8.87 PF 8.1 3 8. 0 0 .0 21.9 0.0 14.8 100 FTG T PE 0.0 7 8.0 5. 6 13 . 8 20.8 0.654 TL 12 .44 PV Pipe: 14 19 .1 1.049 PL 12 .50 PF 2.1 7 8. 0 5 . 6 13 . 8 20. 8 7 . 1 100 FTG ---- PE 0.0 8 8.0 5. 6 11 .7 19 .1 0.168 TL 12 .50 PV Pipe: 15 43 .5 1 .049 PL 3 .62 PF 5.5 3 8.0 0 . 0 21 . 9 0.0 16.2 100 FTG T PE 0.0 9 8.0 5. 6 16 .4 22 .7 0.769 TL 7 .19 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 , DATE: 5/14/2007URRENT PROD TS\WB1186 ATLANTIC AVE CONDOS' ,LANTICDRY.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 16 20.9 1 .049 PL 12 .50 PF 2.5 9 8.0 5 . 6 16.4 22.7 7 .8 100 FTG ---- PE 0.0 10 8.0 5. 6 13 .9 20.9 0.197 TL 12 .50 PV Pipe: 17 39.7 1 .049 PL 8.87 PF 8.1 4 8.0 0 .0 21.7 0.0 14.7 100 FTG T PE 0. 0 11 8.0 5 . 6 13 .6 20.7 0 .648 TL 12 .44 PV Pipe: 18 19 .0 1.049 PL 12 .50 PF 2.1 11 8.0 5. 6 13 . 6 20.7 7.1 100 FTG ---- PE 0.0 12 8.0 5. 6 11. 6 19 .0 0.166 TL 12 .50 PV Pipe: 19 43 .3 1.049 PL 3 .62 PF 5.5 4 8.0 0. 0 21.7 0 . 0 16 .1 100 FTG T PE 0.0 13 8.0 5. 6 16.2 22 . 6 0.762 TL 7 .19 PV Pipe: 20 20.8 1.049 PL 12 .50 PF 2 .4 13 8.0 5. 6 16.2 22 .6 7 .7 100 FTG ---- PE 0 .0 14 8.0 5 . 6 13 .8 20.8 0.196 TL 12 .50 PV Pipe: 21 39 .6 1.049 PL 8.87 PF 8.0 5 8.0 0.0 21.6 0.0 14.7 100 FTG T PE 0.0 15 8.0 5 . 6 13 .6 20.6 0.646 TL 12 .44 PV Pipe: 22 19 .0 1 .049 PL 12 .50 PF 2 .1 15 8.0 5 . 6 13 . 6 20. 6 7 .0 100 FTG ---- PE 0.0 16 8.0 5 . 6 11 .5 19 .0 0.166 TL 12 .50 PV Pipe: 23 43 .2 1.049 PL 3 .62 PF 5.4 6 8 .0 0 .0 21.5 0.0 16.0 100 FTG T PE 0.0 17 8.0 5 . 6 16.1 22 .5 0.757 TL 7 .19 PV Pipe: 24 20.7 1.049 PL 12 .50 PF 2 .4 17 8.0 5 . 6 16 .1 22.5 7 .7 100 FTG ---- PE 0.0 18 8.0 5 . 6 13 .7 20.7 0.194 TL 12 .50 PV Pipe: 25 39.6 1.049 PL 8.87 PF 8.0 6 8.0 0 .0 21. 5 0.0 14 .7 100 FTG T PE 0.0 19 8.0 5. 6 13 . 5 20. 6 0. 644 TL 12 .44 PV Pipe: 26 19 .0 1 .049 PL 12 .50 PF 2 .1 19 8.0 5 . 6 13 . 5 20. 6 7 .0 100 FTG ---- PE 0. 0 20 8.0 5. 6 11 .5 19.0 0.165 TL 12 .50 PV Pipe: 27 43 .2 1.049 PL 3 .62 PF 5.4 6 8.0 0.0 21.5 0.0 16 . 0 100 FTG T PE 0. 0 21 8.0 5 . 6 16.1 22 .5 0.757 TL 7 .19 PV Pipe: 28 20.7 1 .049 PL 12 .50 PF 2.4 21 8.0 5 . 6 16.1 22 .5 7 .7 100 FTG ---- PE 0.0 22 8.0 5 . 6 13 .7 20.7 0.194 TL 12 .50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 ' DATE: 5/14/2007URRENT PROC rS\WB1186 ATLANTIC AVE CONDOS' LANTICDRY.SDF JOB TITLE: NOTES: (1) Calculations were performed by the HASS 7 .8 computer program under license no. 27021222 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.079 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.2 ft/sec at pipe 15. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 4.260 13 .17 26.33 7 .90 28.97 15.80 2 . 63 26.33 26.33 26.33 6.400 18.19 38.98 11.69 41.58 12 .99 3 .90 36.38 36.38 38.98 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 1.049 2 .00 5.00 2 .00 5.00 6.00 1.00 10 .00 10.00 5.00 • c-1 r7 o � t'J WATER SUPPLY ANALYSIS '-3 •• 80.0 _ Static: 60.00 psi Resid: 52 .00 psi Flow: 750 . 0 gpm \ LEGEND m Available pressure 0 70 . 0 n 55.00 psi @ 582.0 gpm o Required q pressure 2 43.07 psi @ 582.0 gpm A. Source Supply Curve G B. System Demand Curve y M A 60.0 ro U o H G 1 r E 50 . 0 _ P td cn R 2 1-3 E S 40 . 0 S "3 t7 U R C E 30.0 — n n ( m P 20. 0 z H 6 cn i 0 10 . 0 t~ 0 .0 B ro • M ro rn -14 .7 I I I I I I I f 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 " DATE: 5/14/2007URRENT PRO4 r'S\WB1186 ATLANTIC AVE CONDOS LANTICDRY.SDF JOB TITLE: WATER SUPPLY CURVE 60*\\\\\\ 1 \\\\\\ 1 \\\\\\ 1 \\\\\\\ 55+ 0 \\\\\\ \\\\\\ 1 * <-52 .0 psi @ 750 gpm 1 Flow Test Point 50+ 1 1 1 45+ 1 X 1 P 40+ E 1 S S 35+ U 1 R 1 E 1 30+ ( 1 P 1 S 1 I 25+ ) 1 1 1 20+ 15+ 1 1 10+ LEGEND 1 X = Required Water Supply 1 43 .07 psi @ 582 . 0 gpm 5+ 1 0 = Available Water Supply " 1 55.00 psi @ 582 . 0 gpm 0++-+---+----+ + + + + + + 200 300 400 500 600 700 800 900 1000 FLOW (GPM) Hydraulic Design Information Sheet Name: ATLANTIC AVENUES CONDOS Date: MAY 14, 2007 Address: 1511 BUTLER AVE. TYBEE ISLAND, GA 31328 Building: NA Contractor: Century Fire Protection, Inc. Calculated By: RHETT HESPRICH Construction: [ ] -Combustible [X] -Non-Combustible System Design [X] - NFPA 13 [ ] - NFPA 231 [ ] - NFPA 231C: Figure: Curve: [ ] - Other (Specify) : Area of Sprinkler Operation: 1950 SQFT e Area Per Sprinkler: 126.33 SQFT MAX .�` •" ' '0•.. Number of Sprinklers Calculated: 16 �,'ti `c i' ■ i 7, __TE NO. ' * System Type * & [ ] -Wet [X] -Dry [ 1-Deluge [ ] -Pre Action . '4i� 4unuurttaaae" * Sprinkler or Nozzle * `i"/Fol' Make: Victaulic Model: V2704 BRASS UPRIGHT Size: 1/2" K-Factor: 5 .6 Temperature Rating: 175 Deg. Calculation Summary GPM Reqd. at Base of Riser: 332 .0 PSI Reqd. at Base of Riser: 29 .3 GPM Required at Source: 582 .0 PSI Required at Source: 43 .1 "C" Factor Used: Overhead: 100 Underground: 140 Water Supply * Water Flow Test * * Pump Data * * Tank or Reservoir Rated Capacity: N/A Capacity: N/A Static PSI: 60 At PSI: Elevation: Residual PSI: 52 Elevation: GPM Flowing: 750 * Well * Elevation: -4 ' Proof Flow: N/A Source Information: Flow Test was conducted by CITY OF TYBEE ISLAND at the jobsite. SPRINKTTR SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/14/2007URRENT PROS PS\WB1186 ATLANTIC AVE CONDOS LANTICDRY.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) U1 60.0 52 .0 750.0 55.0 582 .0 43 .1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 582 .0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 332 .0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) U1 -4.0 SOURCE 43 .1 332 .0 U2 -4.0 - - - - 42 .4 - - - U3 -3 .0 - - - - 41.8 - - - 1 8 . 0 - - - - 29.3 - - - 1A 3 . 0 - - - - 39 .1 - - - 1B 3 .0 - - - - 33 .1 - - - 2 8.0 - - - - 27 .6 - - - 3 8. 0 - - - - 21.9 - - - 4 8. 0 - - - - 21.7 - - - 5 8 .0 - - - - 21. 6 - - - 6 8 . 0 - - - - 21.5 - - - 7 8. 0 K= 5. 60 13 .8 20.8 8 8 . 0 K= 5. 60 11.7 19 .1 9 8.0 K= 5. 60 16.4 22 .7 10 8 .0 K= 5. 60 13 .9 20.9 11 8.0 K= 5. 60 13 .6 20.7 12 8. 0 K= 5. 60 11.6 19.0 13 8 . 0 K= 5. 60 16.2 22 . 6 14 8 .0 K= 5.60 13 .8 20.8 15 8 .0 K= 5. 60 13 .6 20. 6 16 8.0 K= 5. 60 11.5 19 .0 17 8.0 K= 5 . 60 16.1 22 .5 18 8.0 K= 5 . 60 13 .7 20.7 19 8.0 K= 5. 60 13 .5 20. 6 20 8.0 K= 5 . 60 11 . 5 19.0 21 8 .0 K= 5. 60 16 .1 22 .5 22 8 .0 K= 5. 60 13 .7 20.7 SPRINKTER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/14/2007URRENT PRO, TS\WB1186 ATLANTIC AVE CONDOS LANTICDRY.SDF JOB TITLE: PIPE DATA ' PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 332 . 0 6.400 PL 215.00 PF 0.7 U1 -4.0 SRCE 43 .1 (N/A) 3 .3 140 FTG T PE 0.0 U2 -4.0 0. 0 42 .4 0. 0 0.003 TL 266.84 PV Pipe: 2 332 .0 6.400 PL 7 .33 PF 0.2 U2 -4.0 0 . 0 42 .4 0.0 3 .3 140 FTG TG PE -0.4 U3 -3 .0 0. 0 41.8 0.0 0.003 TL 64 .36 PV Pipe: 4 332 .0 6.400 PL 6.00 PF 0.1 U3 -3 . 0 0. 0 41 .8 0 .0 3 .3 120 FTG E PE -2.6 1A 3 .0 0. 0 39 .1 0.0 0.004 TL 24.19 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE 1A 3 .0 0.0 39 . 1 0.0 6.0 psi, 332 .0 gpm 1B 3 .0 0.0 33 .1 0.0 Pipe: 7 332.0 4.260 PL 5.00 PF 1.6 1B 3.0 0.0 33 . 1 0 . 0 7.5 100 FTG EBD PE -2 .2 1 8.0 0.0 29 .3 0 .0 0.036 TL 44.47 PV Pipe: 8 332.0 4 .260 PL 28.16 PF 1.7 1 8.0 0. 0 29 .3 0.0 7 .5 100 FTG 2E PE 0.0 2 8.0 0. 0 27 . 6 0.0 0.036 TL 46.95 PV Pipe: 9 332.0 4.260 PL 150.70 PF 5.7 2 8.0 0 . 0 27 . 6 0.0 7 .5 100 FTG E PE 0.0 3 8.0 0 . 0 21 .9 0.0 0. 036 TL 160.10 PV Pipe: 10 248. 5 4 .260 PL 9.83 PF 0.2 3 8.0 0 .0 21 .9 0.0 5. 6 100 FTG ---- PE 0.0 4 8.0 0.0 21 .7 0.0 0.021 TL 9.83 PV Pipe: 11 165.5 4.260 PL 10.08 PF 0.1 4 8.0 0.0 21 .7 0.0 3 .7 100 FTG ---- PE 0. 0 5 8.0 0.0 21 . 6 0.0 0.010 TL 10.08 PV Pipe: 12 125.9 4.260 PL 10.08 PF 0.1 5 8.0 0. 0 21. 6 0.0 2.8 100 FTG ---- PE 0.0 6 8.0 0. 0 21 . 5 0.0 0. 006 TL 10.08 PV Pipe: 13 39.9 1 . 049 PL 8.87 PF 8.1 3 8.0 0. 0 21. 9 0.0 14. 8 100 FTG T PE 0. 0 7 8.0 5. 6 13 . 8 20.8 0. 654 TL 12 .44 PV I Pipe: 14 19.1 1 .049 PL 12 .50 PF 2 .1 I 7 8.0 5 . 6 13 . 8 20.8 7 .1 100 FTG ---- PE 0.0 8 8.0 5. 6 11 .7 19 .1 0. 168 TL 12 .50 PV Pipe: 15 43 .5 1 . 049 PL 3 .62 PF 5.5 3 8 . 0 0 . 0 21 . 9 0. 0 16.2 100 FTG T PE 0.0 9 8.0 5 . 6 16 .4 22 .7 0 .769 TL 7 .19 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 . DATE: 5/14/2007URRENT PROS TS\WB1186 ATLANTIC AVE CONDOS LANTICDRY.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. i NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 16 20.9 1.049 PL 12 .50 PF 2 .5 9 8.0 5. 6 16.4 22 .7 7 .8 100 FTG ---- PE 0.0 10 8.0 5. 6 13 . 9 20.9 0.197 TL 12 .50 PV Pipe: 17 39.7 1.049 PL 8.87 PF 8.1 4 8. 0 0.0 21 .7 0.0 14.7 100 FTG T PE 0.0 11 8 .0 5.6 13 . 6 20.7 0.648 TL 12 .44 PV Pipe: 18 19.0 1.049 PL 12 .50 PF 2 .1 11 8.0 5 . 6 13 . 6 20.7 7 .1 100 FTG ---- PE 0.0 12 8.0 5 . 6 11. 6 19 .0 0.166 TL 12 .50 PV Pipe: 19 43.3 1.049 PL 3 .62 PF 5.5 4 8.0 0.0 21.7 0.0 16.1 100 FTG T PE 0.0 13 8.0 5.6 16.2 22 .6 0.762 TL 7.19 PV Pipe: 20 20.8 1.049 PL 12 .50 PF 2 .4 13 8.0 5. 6 16.2 22 . 6 7 .7 100 FTG ---- PE 0. 0 14 8.0 5. 6 13 . 8 20.8 0.196 TL 12 .50 PV Pipe: 21 39.6 1.049 PL 8.87 PF 8. 0 5 8.0 0.0 21. 6 0.0 14.7 100 FTG T PE 0. 0 15 8.0 5. 6 13 . 6 20.6 0.646 TL 12 .44 PV Pipe: 22 19 . 0 1 .049 PL 12 .50 PF 2 .1 15 8.0 5.6 13 . 6 20 . 6 7 .0 100 FTG ---- PE 0.0 16 8.0 5.6 11.5 19 .0 0.166 TL 12 .50 PV Pipe: 23 43.2 1.049 PL 3 .62 PF 5.4 6 8.0 0. 0 21 . 5 0.0 16.0 100 FTG T PE 0.0 17 8.0 5. 6 16.1 22.5 0.757 TL 7 .19 PV Pipe: 24 20.7 1.049 PL 12 .50 PF 2 .4 17 8 .0 5. 6 16 . 1 22 .5 7 .7 100 FTG ---- PE 0.0 18 8.0 5. 6 13 .7 20.7 0.194 TL 12 .50 PV Pipe: 25 39 . 6 1.049 PL 8.87 PF 8.0 6 8 . 0 0.0 21 .5 0.0 14 .7 100 FTG T PE 0. 0 19 8 . 0 5. 6 13 .5 20 . 6 0 . 644 TL 12 .44 PV Pipe: 26 19 .0 1 . 049 PL 12 .50 PF 2 .1 19 8. 0 5 . 6 13 . 5 20. 6 7 .0 100 FTG ---- PE 0 .0 20 8.0 5. 6 11 .5 19 .0 0.165 TL 12 .50 PV Pipe: 27 43 .2 1.049 PL 3 .62 PF 5.4 6 8.0 0.0 21 . 5 0.0 16.0 100 FTG T PE 0. 0 21 8.0 5. 6 16. 1 22 .5 0.757 TL 7 .19 PV Pipe: 28 20.7 1 .049 PL 12 .50 PF 2 .4 21 8.0 5. 6 16 . 1 22 .5 7 .7 100 FTG ---- PE 0.0 22 8.0 5. 6 13 .7 20.7 0.194 TL 12.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 - DATE: 5/14/2007URRENT PRO, jTS\WB1186 ATLANTIC AVE CONDOS 'LANTICDRY.SDF JOB TITLE: NOTES: (1) Calculations were performed by the HASS 7 .8 computer program under license no. 27021222 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.079 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.2 ft/sec at pipe 15. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 4.260 13 .17 26.33 7 .90 28.97 15.80 2 . 63 26 .33 26.33 26 .33 6.400 18.19 38.98 11.69 41.58 12 .99 3 . 90 36 .38 36.38 38 .98 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.049 2 .00 5.00 2 .00 5.00 6.00 1. 00 10.00 10.00 5.00 Li o � b7 H b7 WATER SUPPLY ANALYSIS '-3 " 80 .0 _ Static: 60. 00 psi Resid: 52 .00 psi Flow: 750 .0 gpm C LEGEND M Available pressure 70. 0 55.00 psi @ 582.0 gpm — Required pressure c 2 43.07 psi @ 582.0 gpm A. Source Supply Curve G B. System Demand Curve A 60 . 0 _• . ro U O z G 1 r E y 50 . 0 P R H '� E '�2 ' S 40. 0 — S U R C E 30. 0 __ n n r A 20 . 0 z H M i 0 10.0 t� 0 . 0 B K ro • a � 171 rn -14 .7 I I I I I I { I 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 ' DATE: 5/14/2007URRENT PRO: )TS\WB1186 ATLANTIC AVE CONDOS ?'LANTICDRY.SDF JOB TITLE: WATER SUPPLY CURVE 60*\\\\\\ \\\\\\ I \\\\\\ I \\\\\\\ 55+ 0 \\\\\\ I \\\\\\ I * <-52 .0 psi @ 750 gpm I Flow Test Point 50+ 1 1 45+ 1 X P 40+ R I E I S I S 35+ U I R I E 1 30+ ( 1 P S I 25+ 1 1 20+ 1 1 1 15+ 1 1 1 10+ LEGEND 1 1 X = Required Water Supply • 1 43 .07 psi @ 582 .0 gpm 5+ 1 0 = Available Water Supply " 1 55.00 psi @ 582 .0 gpm 0++-+---+----+ + + + + + + 200 300 400 500 600 700 800 900 1000 FLOW (GPM) • Hydraulic Design Information Sheet Name: ATLANTIC AVENUES CONDOS Date: MAY 14, 2007 Address: 1511 BUTLER AVE. TYBEE ISLAND, GA 31328 Building: NA Contractor: Century Fire Protection, Inc. Calculated By: RHETT HESPRICH Construction: [ ] -Combustible [X] -Non-Combustible System Design [X] - NFPA 13R [ ] - NFPA 231 [ ] - NFPA 231C: Figure: Curve: [ ] Other (Specify) : Area of Sprinkler Operation: 4 HEAD FLOW Area Per Sprinkler: 324 SQFT MAX o� mwwnur�l Number of Sprinklers Calculated: 4 �.```��C�a� OQ' * System Type * _ 71FiCAT' [X] -Wet [ ] -Dry [ ] -Deluge [ ] -Pre Action = NO' • * Sprinkler or Nozzle * Make: Victaulic Model: V2732 BRASS UPRIGHT Size: 1/2" K-Factor: 4.9 Temperature Rating: 155 Deg. Calculation Summary GPM Regd. at Base of Riser: 168.7 PSI Reqd. at Base of Riser: 43.3 GPM Required at Source: 68 .7 PSI Required at Source: 46 .4 "C" Factor Used: Overhead: 150 Underground: 140 Water Supply * Water Flow Test * * Pump Data * * Tank or Reservoir Rated Capacity: N/A Capacity: N/A Static PSI: 60 At PSI: Elevation: Residual PSI: 52 Elevation: GPM Flowing: 750 * Well * Elevation: -4 ' Proof Flow: N/A Source Information: Flow Test was conducted by CITY OF TYBEE ISLAND at the jobsite. SPRIN`'TER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/14/2007URRENT PRC, CTS\WB1186 ATLANTIC AVE CONDO:. I'LANTICRES.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) U1 60.0 52.0 750.0 59.5 168.7 46 .4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 168.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM • OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 68.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) U1 -4.0 SOURCE 46.4 68.7 U2 -4.0 - - - - 46.4 - - - U3 -3.0 - - - - 46.0 - - - U4 -3.0 - - - - 45.9 - - - 1A 3 .0 - - - - 43 .3 - - - 1B 3 .0 - - - - 37 .3 - - - 23 7.0 - - - - 34.3 - - - 24 7.0 - - - - 33 .7 - - - 25 7.0 - - - - 28.0 - - - 26 7 .0 - - - - 27 .9 - - - 26A 34.0 - - - - 13 .3 - - - 27 34.0 - - - - 12 .7 - - - 28 7 .0 - - - - 34.4 - - - 29 34.0 - - - - 12 .6 - - - 30 34.0 K= 4.90 12 .5 17.3 31 34.0 K= 4.90 12 .3 17 .2 32 34.0 K= 4. 90 12 .3 17 .2 33 34.0 K= 4. 90 12 .0 17 . 0 1 E SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 . DATE: 5/14/2007URRENT PR( CTS\WB1186 ATLANTIC AVE CONDO. .TLANTICRES.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 68 .7 6.400 PL 21 .66 PF 0.0 U1 -4.0 SRCE 46.4 (N/A) 0 .7 120 FTG T PE 0. 0 U2 -4.0 0.0 46.4 0 . 0 0.000 TL 60.64 PV Pipe: 2 68 .7 6.400 PL 27 .25 PF 0. 0 U2 -4.0 0.0 46.4 0.0 0 .7 120 FTG T PE -0.4 U3 -3 .0 0.0 46. 0 0.0 0.000 TL 66.23 PV Pipe: 3 68.7 6.400 PL 36.92 PF 0. 0 U3 -3 . 0 0. 0 46. 0 0.0 0 .7 120 FTG TG PE 0.0 U4 -3 . 0 0. 0 45. 9 0.0 0.000 TL 79 .80 PV Pipe: 4 68.7 4.260 PL 6.00 PF 0. 0 U4 -3 .0 0.0 45.9 0.0 1 .5 120 FTG E PE -2. 6 1A 3.0 0.0 43.3 0.0 0.001 TL 19 .17 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE 1A 3.0 0.0 43 .3 0.0 6.0 psi, 68.7 gpm 1B 3 . 0 0 . 0 37 . 3 0.0 Pipe: 7 68.7 2 .227 PL 5.00 PF 1.2 1B 3 .0 0.0 37 .3 0.0 5.7 120 FTG ECB PE -1.7 28 7 .0 0.0 34.4 0.0 0.033 TL 36 .63 PV Pipe: 7A 68 .7 2 .227 PL 1 .50 PF 0.0 28 7 .0 0.0 34.4 0.0 5 .7 120 FTG ---- PE 0.0 23 7 .0 0. 0 34.3 0.0 0.033 TL 1 .50 PV Pipe: 8 68 .7 2 .227 PL 20 .66 PF 0.7 23 7 .0 0.0 34.3 0.0 5 .7 120 FTG ---- PE 0.0 24 7 .0 0. 0 33 .7 0.0 0.033 TL 20 . 66 PV Pipe: 9 68.7 2 .227 PL 173 .00 PF 5. 6 24 7.0 0.0 33 .7 0.0 5.7 120 FTG ---- PE 0. 0 25 7 .0 0 .0 28.0 0.0 0.033 TL 173 .00 PV Pipe: 10 68 .7 2 .227 PL 2 .50 PF 0.1 25 7 .0 0.0 28.0 0.0 5 .7 120 FTG ---- PE 0.0 26 7 .0 0. 0 27 .9 0.0 0.033 TL 2 .50 PV Pipe: 11 68 .7 1.598 PL 27 .00 PF 2 .9 26 7 .0 0.0 27 .9 0.0 11. 0 150 FTG ---- PE -11.7 26A 34.0 0.0 13 .3 0.0 0.109 TL 27 .00 PV Pipe: 12 68 .7 1.598 PL 5 .04 PF 0.5 26A 34.0 0. 0 13 .3 0.0 11.0 150 FTG ---- PE 0.0 27 34 . 0 0.0 12 .7 0.0 0.109 TL 5.04 PV Pipe: 13 34 .2 1.598 PL 6 .00 PF 0.2 27 34. 0 0 .0 12 .7 0.0 5 . 5 150 FTG ---- PE 0. 0 29 34.0 0 . 0 12 . 6 0.0 0.030 TL 6.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 i DATE: 5/14/2007URRENT PROJE 3\WB1186 ATLANTIC AVE CONDOS\? ANI'ICRES.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 34. 5 1.394 PL 4.00 PF 0.2 27 34.0 0.0 12 .7 0.0 7 .3 150 FTG ---- PE 0.0 30 34.0 4.9 12 .5 17 .3 0.059 TL 4 .00 PV Pipe: 15 17 .2 1.394 PL 11 .92 PF 0.2 30 34.0 4.9 12 .5 17 .3 3 .6 150 FTG ---- PE 0.0 31 34.0 4.9 12 .3 17 .2 0.016 TL 11.92 PV Pipe: 16 34.2 1.394 PL 4.33 PF 0.3 29 34.0 0.0 12 . 6 0.0 7 .2 150 FTG ---- PE 0.0 32 34.0 4. 9 12 .3 17 .2 0.058 TL 4 .33 PV Pipe: 17 17 . 0 1.394 PL 17 .42 PF 0.3 32 34.0 4 . 9 12 .3 17 .2 3 . 6 150 FTG ---- PE 0.0 33 34.0 4.9 12 . 0 17 .0 0.016 TL 17 .42 PV NOTES: (1) Calculations were performed by the HASS 7 .8 computer program • under license no. 27021222 granted by HRS Systems, Inc. 4792 LaVista Road • Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.057 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11.0 ft/sec at pipe 11. (4) PIPE FITTINGS TABLE Pipe Table Name: p STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 1.394 3 .15 6.30 2 .10 7 .35 6.30 1.05 10. 50 10.50 6.30 1 .598 3 .86 7 .71 1. 93 8 . 68 5.79 0.96 9 .64 9 . 64 7 .71 2 .227 7 .19 14.38 4.31 15. 82 8. 63 1.44 14.38 14.38 14.38 4.260 13 .17 26.33 7 .90 28 .97 15.80 2 .63 26.33 26.33 26.33 6.400 18 .19 38 .98 11. 69 41 . 58 12 .99 3 .90 36.38 36.38 38.98 � d o > W WATER SUPPLY ANALYSIS y - 80.0 Static: 60 . 00 psi Resid: 52 . 00 psi Flow: 750. 0 gpm 'H3 �n r LEGEND Available pressure Ni 70 . 0 1 59.49 psi @ 168.7 gpm o Required pressure 2 46.41 psi @ 168.7 gpm A. Source Supply Curve G B. System Demand Curve cn A 60 .0 . '71 U o z G M E � � 50.0 � P m U) W R 1— y E S 40 . 0 rnx S 3 U U R r E 30 .0 nn P 20.0 z H O to i 0 rn 10. 0 H C" 0 . 0 B m ro • A� LQ • lD • Ul -14.7 I I I I 4 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/14/2007URRENT PROJI 3\WB1186 ATLANTIC AVE CONDOS\1 ANTICRES.SDF JOB TITLE: WATER SUPPLY CURVE 60*\0\\\\ \\\\\\ \\\\\\ I \\\\\\\ 55+ \\\\\\ \\\\\\ * <-52 .0 psi @ 750 gpm I Flow Test Point 50+ X 45+ I P 40+ R I E I S I S 35+ U I R I E I 30+ ( I P I S I I 25+ I 20+ 15+ 10+ LEGEND I X = Required Water Supply 46.41 psi @ 168.7 gpm 5+ I 0 = Available Water Supply " I 59 .49 psi @ 168.7 gpm 0++-+---+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) 1 • . . 9 1 i CO. . 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STD P FDC TO B -_- WALL M 0 U \T , Pipe hangers shall be installed ae. required by NFPA 13R for supporting sprinIder piping. • / Approximate Hanger Location SYMBOL SIZE STYLE MAKE FINISH MODEL TEMP K-FACTOR TOTAL TENTURY FAX 770-945-2651 FIRE PROTECTION 2625-F PINEMEADOW COURT )) 1» 1 » 2.No other piping and/or devices are to be attached to the sprinkler • - - Approximate Location of Grooved Coupling DULUTH, GA 30096 3 . FDC TO BE 4 X 22 X 22 pipe hanger system unless the hanger has been specifically designed for the additional loading. ,..- 140-0 I Elevation from Floor to Centerline of Pipe = Ti-IIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICE TO IMPROVE l' / -1 4 .- \ I -0 I Elevation down from Deck to Centerline of Pipe 4. T- IS PLAN IS FOR REFERE\ CE ONLY THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF Ti-IE FIRE PROTECTION SYSTEM. v/.4" ■\' ':',Ip 0.„„er Cut Dimension of Pipe PROJECT Date Hydraulic Reference Point 4/1/07 ( /••/ Ifitli° L-. , 1 (I) ATLANTIC AVENUE CONDOS 5. C FP TO START AT 1 ' -0 AFF PIPE MATERIAL 4 i I It.. - A ,,,, At :, FOREMAN'S NOTES 1511 BUTLER AVENUE scale: f=rio' " --0 1. All Residential Area Piping to be CPVC,with CPVC \\. /,\ii;,.....-_...-: 4 _ TYBEE ISLAND, GA 31328 fittings as per NFPA MR. ."---....___..- .:-. - Job No W81186 2. Pipe shall be as per the following schedule- (unless noted otherwise) . A.,F? EA: SITE PLAN Drawn By Line Piping - Blaze:master CPVC F'iping % .. .. / ----)2'. 2,2.872/(D.C- ,112-3)1 E-----3) Main Piping - 131azemaster CPVC Piping -- R HESPRICH Residential Piping - 5Iazemaster CPVC Piping - SPRINKLER DESIGN SOFTWARE . Garage Piping - Galvanized Steel Sch. 10 (414) 483-8700 TOTAL SPRINKLERS SHOWN ON THIS SHEET' F".CD F::: : ROCKER BUIDING CO. Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT -- FP1 ,... 9 6 , gra , siumatamesuuma A A I a al ., MII- , ... .: --- 0. Ormwommoursowommowl 11111111 . ik III 4;11111.11 littDOLICEI ocuainso g • 1 „,........ gs.,•- ••,;•,t,,, .............,. ..„..,„,.. _ ____ _ _— ...___ _____ _ ___ _ Slitii SIM • ' '------1., - ------- - - ' - - ---1 _. , - ..; t - {i i i i.: ' ‘ i . ______:4 , 1 i :,t. s „II, I,' ,• , ..........._....___. , . , r`. W/0 GYP. BD. W/O GYP. BD. . ,, , : 4<, 1 , F 1 i ,, i rg, -g ; i- I. ‘i. 1 .. 3,— ,.. .i.gl• ::' . 1. ' il ,• r j j , •?''.4, I: ' . . I \ I , ,■ ' '* 1' '., 1 3.,...7 ,,, , , II I .... 3,-5,;........„,„, 1; ,., • 076200.B . 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' 1 ., NI . . . : : . . • , , , , . . . . . . • . , , , , . . , ..' i %,,,, , N / . , , . /0.% . . • „.., . , 4eN LIVING ROOM , . 0 1'. l'i' 1 I .. ; . , 11 .., .., ' . • # % LIVING ROOM ' 11 I LIVING ROOM , , • . 1 , . . 1 .. • 1 , . , : I :'; ';7-2'-1' -I ,. .. 1 , 444,qT=7,5p, r1P(*),-)Ntl „(Th,—, ---- .. . - . ” 1:' N # , • . . , .-. . , '.„. . ,-----.,...._________i ,, ....., ,:r.,), ; 17'-5' Net ., .- ., • . 4/111% /,- ,-. • I , !. „. ' ' ; : ,, ,. . ., ,/ r:-._ '• [,; -I _ I .' Il ., ;. ' ' , is / ' 11 , . 1I lk .: , .: , , . ' if , ' , 4/ % . .; , ,, 1 . . . : 1,, i „ . L . : : • , . f Ili I ' I I 11---- . , . , 16' . I - ,, . •, : - •• - • ; ,. , - 1 'I 424s4,47-04d" 19114a2=449 ,rT11 . .......- 1,,,Laattmee.a, I •' a i 1 k: i. ' ' ', ' ,. 'i A .t 11 '''••' ''' -itiatea***asas 1• ' LU :.,:,]',,.1 U.1 .1- I • . ri: ' • , il ,,, ,1.4-: , . •■ NY . , , 1 • 6 , , . , BALCONY , BALCONY G'-10" G'-8k-7 ' 1 BALCONY . . 1 i . ,:', •'' ; 1 1 1 . . ' Iz 1---(i) I is® u, :, , • - ' \--, .: , , t • II, , r - . F-32' - --... .. 1 il ' 7' . ' „, •'. . • t*' ''*.''' .' a • ,... .; k ,-.•.- t; at . . . ', at, ?-1 - .-: 2 `''' ,, ;t t -....., 7. it '" • , ' - '' as.taat .7.' ee.....e. g en Of l'ada..riesla Fa.-..,,impte *U"iiiutaaa, \ =Aro $ .. .- .- 'its=444,1 • Ok, ow 4111*,„ii UNIT TYPE "A" UNIT TYPE "B" M 1 UNIT TYPE/4 = -0" 111, VP U e 1/4" .- "= l' 0O " 4 " I C" 1. 1.4 1/4" = lt-0" 1111W /;,i.::;.::•,:,,,''''.:;-,..,,,.„„ ; .--.j.„. . = : i....-. ,o•40 OF 044 . v/V7"-- --""■ 4.„ -.74>i GEORGIA , 44;,::r '%\■1 ',,,;::,-,',:.:, :447 ..47 S. or .4• -`747/111 1'f t'l i;1'‘',''''''•* 441VEFF MITCHEILil: A (4 A A *..N's A , ,, ioti,c,..d p 7.... \ STALL R \ __ RA 1 3 R HANGER MATERIAL GENERAL NOTES AND SYMBOLS REVISIONS SPRINKLER SYMBOL DESCRIPTION PHONE 770-945-2330 1. Pipe hangers shalt be Installed as required by NFPA 13R f or / Approximate Hanger Location SYMBOL SIZE STYLE MAKE FINISH MODEL TIDAP K-FACTOR TOTAL rENTURY FAX 770-945-2651 supporting sprinkler piping. / ,----74'.N\ FIRE PROTECTION 2625-F PINEMEADOW COURT , 2. No other piping and/or devices are to be attached to the sprinkler ,7 ;.4' :,g; li',.:,,..,"i;:\t. Approximate Location of Grooved Coupling DULUTH, GA 30096 pipe hanger system unless the hanger has been specifically (1)-(4041 ;, I +0-0 Elevation from Floor to Centerline of Pipe • 1/2" Pendent VIC White V2708 200' 5.6 = designed for the additional loading. THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICE TO IMPROVE St",.---4,.,,,-*: ii -0 Elevation down from Deck to Centerline of Pipe (") 1/2" Pendent NACTAULIC White V2732 135' 4.9 THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT \,,,,,,:t-ii;,,,, 0'-.0" Cut Dimension of Pipe , ' PROJECT Date: TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. Hydraulic Reference Point 04/12/07 '0 ATLANTIC AVENUE CONDOMINIUMS PIPE MATERIAL . 1510 BUTLER AVENUE scale: FOREMAN'S NOTES 1YBEE ISLAND, GA 31328 1/4 = 1'4' . . _ 1. Alt Residential Area Piping to be CPVC, with CPVC 0 2' 4' 8' - Job No. fittings as per NFPA 13R. . W61186 2. Pipe shall be as per the following schedule- (unless noted otherwise) INPIIIIIIIMMINMIN 0 0 , ' '1 : FIRE SPRINKLER UNITS A, B & C Drawn By Line Piping - Blazemaster CPVC Piping L7.8vggyzif , , 0)1 ED) PARTIAL PLANS R HESPRICH Main piping Residential - Blazemaster CPVC Piping SCALE: 1/4" • 11-0" .. SPRINKLER IMMtLi,(:)E5M,E.E_,__ Piping -Blazemaster CPVC Piping (414) 483-8700 -TOTAL SPRINKLERS SHOWN ON THIS SHEET , F-cp I,, : ROCKER BUILDING CO. Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT -- FP2 . . GONCTh ANCHOR 410 0 (-4j 0 ® 7 I 11 188 -0" • ' .4 • : A . ' I • 4 X : PHILLII*3.C.AltkTe FA5TaER . •.•I I I • 27 eall-- 4.• 4 •23. • • 4. ' • • :Q1-". • .• . • •• , • • • •• • 4. • • • •• 30'-0" 30'-0" 33'-6" 33'-6" 30'-0" 30/-0" di . • •• A 4. / / / / 4-4 4• • • •• • • • • -4-!- --REMOTE-AREA42 -I / / / / / . 1 • 11 • 4 4 • . a • 1 . it, .15 GPM OVER Fi. .4 •• . .. • • • .:7 4 - 4 • I E MOST REMOTE1950 SQ. • • • .4 • • 310.2 GPM 0 38.1 PSI 6/-102-1' 1„ 1„ . 1 .:4 • ...., - • . . .4 o io 9/-8" 10/-2' 10/-2" 9'-8" 6,-z,1„ 9/-8" 10/-2" 10'-2" 9' 8" 6/-10-2 1,9 1 1 AT THE BOR I 6'-42- /191i20 8, 0,, ly0 ,2 / t2o I/ COMTE •-/ I 560.2 GPM 0 39.2 PSI I / 1......r. AT THE SOURCE I = ALL.TWO -. -. - _ 111■141015 IONI■ IIMIIMMIO MaiMta INII1117 1.11•1110.111 1■11■111, /'. 1 / \ ' \ f/ 0 4 0, .LOCATION OF .< _ ROO _ *, ___ dr-----.-- 41 L 'J---- (f ' ,.,---:----,0- ".---.-- •5--- L•L----i,1,_ 1 ----Th-u T' 1 ! ! ■ ; ! CON5TUTIal ' I I. I I .7t. illill I E- li li 1 : ' troia 1 I =Tim I *ift u7t. 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I 1 ,.. 1 C•1 ... .-- 1 C■I ..- 1 '' C4 ..■ C4 ••■ C4 ,../ C4 .... C4 ..... C4 ,.•, C4 04 •,... C4 .... C4 0,00 I I C4 .... C4 ,.■ C4 ....0 1 5'-5' 4'-8 1/2 5'-0' 5'-1 1/2' 5,-1" I4'-9 1/2 5'-5' 4'-8 1/2' 5'-0' 5'-1 1/2' 5'-1' •4"-9 1/2 5'-5' 4'-8 1/2' 5'-0" 5'-1 1/2' 4'-7' 4'-0' 4'-0' 4'-3' 5'-5' 4'-8 1/2 5'-0" 5'-1 1/2' 5'-1." I4'-9 1/2 5'-S' 4'-8' 5'-0' 5'-1' 5'-1' 14f-9 1/2 5'-5' 4'-8' 5'-0' _ 5'-1' 5'-1' } I 1 • • 1 1 ' . „ 1 I i 1 1 H / / / / I / / I / / / / / / / 1 / / / / . isH. II ,0 IN it Il ---1 Pl'-'f) r (--*' -11 0et____L 0_,G__ 0 G -0 0)-{1 -0 0- -0 0 0 -0 --,- 0 -0 0 0 0 o 0 0 \ ..., jr- i -2 I" MOH 5I5Teti TION DRAIN Llit5 I ii ft 4. t I us* 11411114 u*tat I 14*4 ,444 1411Mrs I NA* 1 i 404 A. .. i, , .75: LAI 1/11 La Z La = U.1 Z I La = U.1 La = La = LW Z= La 1.1.1 La1 La La ' 1 La la La Z = z Z Z = z 7 ,i,._ = = = =3 , 1 = = = = = = = == = = = = = = = ,!%.91, 4.1- I = 7 :,1- , I I r'H sr• M ......„*...., ii...• . a --- -, N .., 11..il -- a -----. .ri.k AI - •II \ -4 , --8--- ,, " 1-2 II • : 9 ' li ' 1 1, II H ' A ii i , " ' H ' A ,, ■ i i 1 H 1 1 I I iraw. .......7. ......... 1..,......... .........7.\ ............ ....#..... .........7,\ ora...... ex,www.i •■■•■ orro. , 1 ....11 I tc) \ uat. I I / \ I I / \ i I / \ I I 1 1 / \ 1 I 1 I 1 1 / \ I i I I / \ / \ I I II / \ / \ II II i '. / \ I I / \ / I / \ II / \ I I / \ II / \ I ] / \ 1 1 / \ I ; / \ ji / \ i L._ ,,, , =1-.-1 ■ = -- -...ii-- --' , '- J I.- --' ,, , --- -...; I-- --' -- -JL- -" , ,. "- --IL- --" , ■ „, `- .....i L ■ "- --J L- --' , ,- __II-- -- '-. J I I / \ / \ i II / \ / \ II II / 1 / \ I I I I / \ II II / \ li II / \ / \ III i I / \ II II / \ / \ II H / 1 / \ I I I / \ II / \ II / \ I I / \ II / \ II / \ I I / \ Il / \ I / \ I L `-- -J L- --",, ' '-- J L- - ' ,.. -, '-. J L- --- ',. *-- -IL- -- , ■ `-- J i.- -" , ,, ..., -- -J L ■ --- -IL- --" ,, `-- -.1 ima••■••■ 1111111"-I AGF rim. ar I I I" X or Nme ' • ial_l I" Gave VALVE Ti I" x az" wrLe I I I I I I I I I iv fa z" x I" KIXLMK V' I" X 0'2" tvriz Ili" • I" Gave VALVE i" 1- ...... 41.11/ 4" pg check valve-/ 7-EXTERIOR WALL e -A,-- 1-0 _20•;.4.1.004.1 •. ••••„•111mily 4;r 2" GRV. EU. -... 4" GRV. ELL OI ..H;16; •.• cs .. x .4 GD .. DItil DRIP / IMTOR'5 TE5T DffAll- 1 GARAGE.GE LEVEL PARKING 0 ELECTRIC BELL .110. 111111• 0 IIIIIII 6" CORED HOLE 4" DRAIN ELL 'd) 4" you PLATE 0 V TO 5CAIX (DRY Milli%V) o / SEE RISER DETAIL IL.•1111 It _ _ _ ALL LVS TO B -: SLOPED 1 /2,) FIR 10 - T. 4" GRV COUPUNG FOR CONTINUATION taurimi / c., c...4 1 ....r ALL VANS TO BE SLOPED 1 /4,, PT-7R leFT HEAD BOX re/Ce r BALL DRIP -/I4. GiAl6v.TxG 4_72" WALL PLATE . W/HEAD WRENCH 4"x 22 2-WAY MC W/ 2- 2r BREAKABLE CAPS t.t. 7,,, c4 POTTER ROEMER MODEL #5710 ROUGH BRASS = MI6 Ar..-- or" 11.111.1.117.1111.7.--1/2' PREZA‘Z.I F.D.C. DETAIL I cH r _ IL a 4?:1114111 LIS --'.-- n TUBING G , - SEE F.D.C. DETAIL MI SPRIffi TEST/DRAIN FOR CONTINUATION LOADED Dm II VALVE ALL COUPUNG TO BE MISCELLANEOUS MATERIAL VALVES IN ZERO-FID SERIES • TB 'al 1- 4" SPLIT WALL PLATE PRESSURE SWITCH 1- 1x1/2 BUSHING UNMN 4,- 1- 1/2-x0-3 NIPPLE (TYPICAL) - i ,__-= 111.:JEF." 7,, • 1- 1/2 COUPUNG SYSTEM 40.111111..." 14, 1 VICIAUUC DRY PIPE VALVE 2- 1/2" GALV. ELLS • -161 I-CDNTRa- !' ra VALVE Mir/MODEL INXT GXG 2- 1/2* WALL PLATES I 2'- 1/2" GALV. SCH.40 1-1"1911111111 -11-1-511 6 FT- JACK CHAIN I ii-JL... -.1 ..... WATTS MODEL #709DCDA .0 Allirr'.3.ii I c., 1 in 7.-.- •:::•gx 6111 1°±86271111111111114141 NIBCO BUTTER VA/ W/ TAMPER I,r 2 I ODEL#GD-4765-8N 41 ,ID 6" X 4" ELL GENERAL NOTES Ens ... ,.44. u,c.,ik .! . -....,4711" -" ,-.-i i ii (:179..- • 111M-WI'''"irrilfhil / 1 . FIRE SPRINKLER SYSTEM IS HYDRAULICALLY CALCULATED PER NFPA 13. az el _ 4 - 2-0 ill 111191;6444: IIMIIIIIIIIII N•,}4.1i ITIMVSPIIIIIIAIIIIIIIIIIIL:Zffli N.....,.e. A ,,..4 ; 6." X 11 CFP TO START 1'0 AFF' 2. ALL LINE HANGERS TO BE #3 UNO 3. ALL 2" FEED PIPING TO RESIDENTIAL SYSTEMS R1 -., 4" ELL TO FDC SEE DETAIL .•• PIPE STAND Itl.. PIPE STAND C 1 FLANGE W/ KIT TO BE SLEEVED WITH INSULATION TO PREVENT FREEZING. cz 6" N B G GROO NNN = 4. ALL LINE HANGERS TO BE (#3:4") 4" TO FDC c::• 5. ALL MAIN A HANGERS TO BE (#3:3") = (...5 6. ALL EXPRESS MAIN B HANGERS TO BE (#3:6") = = 7. STRUCTURE IS CONCREE DECK WITH POST TENSION CABLES 41) 8. MAIN TO BE HUNG AT *5 ---1/\---- •, - ''.''''`''''''''' -•;,3'•:. ,, , .'' `4'?•:.;;;;':."?.icv ',.-•• •:,,i''' ' '' ',/, i 4" 2"4 RISER W/ DRY VALVE 2 RISER W/ WET RISER 8c ELECTRIC BELL VALVE, -:-:a Ni...:• :. ,:-..--. --:-..- r '''' •;,--.:,,,7r' '-'-' c,,,,:...(•, ,41...)::',,$:; :,* ''';',,';:.<°‘,.':::1":",t,- T*17;?.,;C:i.'.:;.'-•';\^".:' AND BUTTERFLY VALVES „,„„20,,,,,,,,, 6.--14--09- _ 1 \ STA L L PIP \ RA 13 ANIIIIIIIIMINIM■1111111■11110111■1 HANGER MATERIAL GENERAL NOTES AND SYMBOLS REVISIONS SPRINKLER SYMBOL DESCRIPTION PHONE 770-945-2330 LIST 4/1 7 1. Pipe ho.ngers shall be installed as required by NFPA 13R for / Approximate Hanger Location SYMBOL SIZE STYLE MAKE FINISH MODEL 'TEMP K-FACTOR TOTAL ' ENTURY FAX 770-945-2651 supporting sprinkler plPing. ,..., _A , FIRE PROTECTION 2625-F PINEMEADOW COURT 2. No other piping and/or devices are to be attached to the sprinkler , - -;:-,,,,....---• . -. - - Approximate Location of Grooved Coupling DULUTH, GA 30096 pipe hanger system unless the hanger has been specifico.11y i 47, ----; 3<\\4( +0-0 Elevation from Floor to Centerline of Pipe 0 5.6 78 = designed for the additional loo.ding. 1;10 -;11 J. 2 UPRIGHT VIC BRASS V2704 175 THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICE TO IMPROVE ..)';k'.2.. ;1(1. 1 -0 1 Elevation down from Deck to Centerline of Pipe THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT 0'-0' Cut Dimension of Pipe ' PROJECT Dote : .(.4 (:.*---.4‘4"/ 04/1/07 TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. `-----.7.----' (1). Hydraulic Reference Point ATLANTIC AVENUE CONDOMINIUMS PIPE MATERIAL 1511 BUTLER AVENUE FOREMAN'S NOTES spercien: By 1/8" TYBEE ISLAND, GA 31328 1. AU Residential Area Piping to be CPVC, with CPVC Job No. fittings o.s per NFPA 13R. o 4' 8' 16' .. . W81186 2. Pipe shall be as per the following schedule- (unless noted otherwise) APR EA: GARAGE LEVEL Line Piping - Blo.zemo.ster CPVC Piping iiiiidiall%111111111111111111i .. •• (Z-3-28PP82.2/1" , E:•) ED) , R HESPRICH Main Piping - Blo.zemo.ster CPVC Piping SPRINKLER D • iiI 4, T,E SCALE: 1/8" ... 1*-0" .. Garage Piping - Galvanized Steel Piping (414) 483-8700 -TOTAL SPRINKLERS SHOWN ON THIS SHEET 78 F-G) F;Z : ROCKER BUIDING CO. Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT -- System No. W-L-1054 F Ratings - 1 and 2 Hr (See Items 1 and 3) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/Sg Ft L Rating At 400 F - 4 CFM/Sg Ft 1----A 10 0 3 4 5 6 7 1111/1 (r) uj.1 i , . 1 I 10 11;1 Ill I I I ! 30'-0" /I/ V / /30'-0" 33'-6" 33'-6" 30'-O" V 30'-O" ,„--- /2/ I-- 0 A 11 1000 /:?,/r / 1 I i i 1 i , 1 ■ 1 „ 3„ i SECTION A-A 4/-64 4/-7 I , , : 4/-73' 4/-63" 11 2 i_ # 9'-1" ,_7,, 4 5, -1 / 5'-1" , 7'-2" )-6" 5'-1" / 5'-1" 5'-1" 5'-1" 6'-10" - '-101(/4'-10" 4'-10" 1 4'-0" 41-0' /4/-10" /4/-10" '-10", 6'-10" , 5'-1" 5/-1" 5,-1" 5'-1" )-6"/ 7'-2" I 5'-1" 1/ 5/-1" i 4 4 '-7" 9'-1" i.:_-712 / ° I/ / 1.Wall Assembly -The 1 or 2 hr fire-rated gypsum walthoord/stud woe assembly shag be constructed of / / 1 / I ; , / I 1 the materials and in the manner specified in the indviclual U300 or L400 Series Wall ond Partition Designs in the UL Fire Resistance Directory and shall include the following construction features i I I A. Studs -- Wal framing may consist of*her wood studs cc steel channel studs.Wood studs to consist of nom 2 by 4 in.lumber spaced 16 in.OC.Steel studs to be 1411 2-i/2 in.wide ond spaced max 24 in.CC.When steel studs are used and the dam of opening exoseds the width of I • i I - , '"'IN FL_____ ; _ _ 3... _1 __________ _ ____ _______ .L...._ 1_ __ _____ .. , ,, , stud cavity,the opening shall be framed on oil sides using lengths of steel stud installed between the E.O.S. I -:::- ,,,, E.0 vertical studs and screw-attached to the steel studs at eoch end.The framed opening in the wall \ .+4J . 1 i D111111111111111 t ! ! I I U a 1111111111 lir -, shall be 4 to 6 in.wider and 4 to 6 in.higher than the dam of the penetnitiv item such that, when the penetrating Rem is installed in the opening,a 2 to 3 in.clearance is present between the .r. § I ! i I , ■ penetrating kern and the framing on all four sides. B.Gypsum Board, -- 5/8 in.thick,' 4 ft wide Oh square or tapered edges.The gypsum board type, 1 il I Illid.h11111 I ! ! 1 1 I !me h I 1 II, thickness,number of layers,fastener type and sheet orientation shall be as specified in the indvidual I di, I ! 1 I . 1J IL U300 or WOO Series Design in the UL Fire Resistance Directory. Max darn of opening is 32-1/4 in. -., 1, IP', .„,,, ..,......, .--1-'-=-. --.....,;--,___--_,_„1-.--"_;n=..------i 1 s:.T.FT :toll € - - -....._._ -----',..---.. -._. ---------"---i -., .,..,.7.--L.7--..-, (--;,,, r__ _.____\ ____T__\____4,.'.i._...._________.______________ 19_4_.4._11A___: j.:.E.L...._.'_ :::.7... _____ .__ .F.-.7t_. 1 _._._ ._._-_-::::._____'44),' __L____', I i '---- , .,. ,-„, iii 1 ) ' '1, -...7......._-)--°- - 77/ I ).,, li; \,0 for steel stud walls.Max dam of opening is 14-1/2 in.for wood stud wails. The F Rating of the firestop system is equal to the fire rating of the wall assembly. \ IL. IIIII I Is i r ..., , I .., aZiiiii - lif ___.0,-,4,....„.3,-7k 3,'41k 2-w-5,-- .-t , ,. , 2.Through-Penetrants -- One metalic pipe,conduit or tubing to be installed either concentric*or s-"- Isms, i I - , E.1 i IT-- 7 w . 3-- I, ___] , _ I ----t - II c c-\, BEDROOM ------. I , ..._.,.... i I 7 01(Th--I 1 i t---.94--- ..-11; :1 . . ____ -- 31 , beeCCentnedlYinstoned wittilithinconunuousthe firest:ineem.contorpipe,annukrecoduitspoceorsholtubi4emoymilbe0 in.instoliedto make 20n-1/04104 in.notSpeyeatermay ', i I , _ ___. ICO,m BEDROOM BEDROOM '00 \-) 11.11111..9. 11'6.4rs.'03;n6, r-s• -3-54-- r...,ti . 1 BEDROOM . . 1 BEDROOM 40 11 9' 9' 'IL_ , L t 1 - CieenblYtha:4S5tee.degreeSITheP.pipefC41"ing-7-NomNOMPerPenCriCliartYPe83030imilliiddiandate3.Pilor:smoierarldierandtlitrnetairle?castSChedUle°rPiPe4b7ndlibductle::imn°rrigidlYheaviertubingpip7ted)stme:pipe.h:nusb: er li© , !- '42 i ______,„ . , , I I ' ' 1 K,\,..,/2 %,-.. .t , CL.6 CL.6 CL.6 1 -7 6 • EC) t:'.1=1... ":4....)0IVI -.....--- ,, )? 0 i ° .. . , . ,. „.. - C ,C,. °I% i BEDROOM BEDROOM A 11 BEDRO,Otv SQ FT , Q FT )•"' 1 SQ FT SQ FT I -0'...4, •iii in' ,.<2 W-6' CL.6 / \NV rr-- 1 11.-„--e 1 1 1 .T1 , 8'6. ,-'- ' " ' Ili' \ Ca.lemonndPuit e--- Nan 4 in dam(or smaller)steel electrkal metalfic Wog or 6 in.dam steel conduit .1-• \ 11 SQ FT _/ seoROOM BEDROOM '-I CI_ 15 f l;CL.15 i 0 (:),. )\, ,, ''ID I 11.11-- I I 0 BEDROOM D.Copper Tubing -- Nom 6 in.dam(or ender)Typ L(or heavier)copper tubing. I :_41 ,pp., , (Th: 0 .--0 1 i 0 ...- ....,. /,. 1 . / fr..50,___, SQ FT I::;SQ FT \, ft 7 , , i I „,, , ,-,IN '5 i \ [ 7 1_V / -.--- 1 1 3.anuitisHillE:VC:idPflushPoerr CPwithaiPveity-bottiM-atNwersurfial,oces6-in.- ofSediarnawaiant*At--sniallertheignpointrarM°rim continuousthiekeess*heavi:contoct)firPermeteekiko:redbetweenwthgepiple and ---. -4 1 _Lf_f__=1_1 ....e . -----, 9- 1--- \ -e) II li T I , C s 3 . . .....,... , ..,.... I I I I ,. ...J : ..--, ,,,, ... Si i')...1 re ... ,,,,J , -,---, .,,,,,,,,,, ..:_..--:=7:1 . Li 1 _ ,,,--,-1 CL. 10 ' 7-"-- "NI_,,,__.="1 . -i'' ' '''','="4-;'.:-C ok' I wag,a min 1/2 in.from bead of fill material shall be oppled at the pipe wal interface on both surfoces OD ! „....,---7-----i,ri I HIC-4 1 CL 16 . SQ FT fo -■-•4 I T7"t714 cL, 16 1 CL. 10 0 - ____,10„,___ ,,,„4, _____p_q_ 4_---; ;___9_o_! ___,_11,4,,,, --) iir CL. 10 CL. 16 -1..14'71r ,_1---...---r, 1 , ,„: 1 REF. L.,_io 0,_,,,_ W.H.: Win.. ,____0 01_ REr. u 1 :.., Ili SO F CL. 16 ....LI --1-1 I 11-t, 0 CL 10 i II of wad. . -x H 1 , HILTI CONSTRUCTION CHEMICALS, DIV OF (-1...iii• N.A„ ;I': s ' ...._, BATI ._ 0 `,..." , j-14 ill , . 4: sco,L ;. _S_QQ____QFT 1 L.17, : 0 0 TH ■,..,,,,,, , i ,s. 64S0:sFoT),JI 11 :I (Th : tI,I ''.."` BATH' 0,-) 1 _ _i (-47-.c77sc.,-). 2! -- if 10. o ____.1 VK T .-I Illfr In r•;;..)..,•;,)7:3,-1 .I )11' 1 ,N-1---- ilia II.40 SQ. .,,,,..j. SQ 7 ILI,ILL riiic 30 8ATH I ' 7 .i ,,,c; \ HILTI INC --FS-One Sealant Vexing the UL Classrlication Mark ....1 k. P.I'T „./ t,1 ) 0 0, i --li , 1.,1 i-f)---- N\----...1---------- .(40 SQ .. 110... ..,- „ KITCHEN i KITCHEN J---1.11 [ 7"- ,"I ',..,:,_,„„_,0 0 L_FRE: -711. 1 I , 0 Mkt: 13, 411 IR 1 lo o -1/ ' ,g,,,,,ivc, i , i+7-a• ri___ V\-1/[6.11-, 4C SQ Div 1- ..i I 1 \W-11V-41., ,,,-A.,.; • h-f- LL,,,----0 0!,,,,,_1 - . ; 1.,41 L i .i;. ., ,__t,,,j. O cn , in -1 AUD I I 1 r,i111 I .iniiiii i 1 i ^Ail i iffinit a." 1 TR-11- 1 11§1111111= "' 't ; 1 c-r„, i I\ -- ---- -6( ,-. * ._,,r 1 1 ,t. I. in ! 1) 2CC ° F- I'm - - --- ' i i 3 1.1,-..; i ti KI,. ;EN 1 1 ; I\TH 7 1 r I __ _ , '.4' i d MEM m MIII:MINI : li I 7:-.'"-9. ' 81 Krri,;,, ti-r-. -1.7z-v, ' ' r ' 'I ---,i.k--,., i ,,,:,71., il ?', I\ T., ' -- BATH • .,)i BATH ,-.7,1 111M 5,......i. 1 i 1 1 ''' tj, CL. lr - ,A.E.TI.k, 1 „:....„ LT:i;O__00_F TT____11_ II it _ ,--- ::,----,:----- , ( CL. 1 •,,,IE yri d 0 BAR 7 i , . BAR 0 ) "...--H ■ L. 10 1 'T )3 '-I --1------ ''; '10- , 1 , 7.7.3H [- :.;,L.FiTo rj,K, L. r-9r tat !LI. ,71 i CL. 10 i ME 1"."1'.1 , '-‘-ji ,..I .I.' i ' '---E 1 ft* 1-1 CL. b ' 9 1 11 - ' ' ''''-' S Q 7-7 pm , , , 1 ,......EJDW- i ' 1111 SQ F .. ''' !..,___, , .":1,7 =.......----j 1 --D Vg',_°_,,. : 1 It r- ="4...I ' 7, "----- 11 ci i r --,Icu i -,,,, -,....- '1 '0 8AR BAR 0 I 0 I .1.{.(40 scl . in --2 BAR )i 1 '71 7 GENERAL NOTES -,. 1 t 1,-, 7---.. BAR , 0 Cr° 0 '"----- 17 1 - (El 1Zr ----"/ © MAS Vet' ,I,' 0 .---72 0 ,I :I '6`' Cr. 1 i c.> 0 0 tED 0 '----- . V ® 9. ' ' .! - i . I 2.) NO SPRINKLERS IN CLOSES LESS THAN 24 SQ. FT. NFPA 13R 17-4" ' is,..1 13'4 UL NN.I T,.cB,, Ia. ,1,,iASTER BECROO 7 'I LU,v,N.„1-00Am NIT A l, NIT B W , o. UNIT C !, UNIT C W x 1 .) SYSTEM DESIGNED PER N.F.P.A. 13R, 2002. , l! ''', ii , c), p \ !,, 1,--- ,© . „ MASTER i LIVING 200174 --I., ' . r RPM-ER st ....1VING ROOM . . . . " -'..--'''''" LIVING ROOM ' 'A : 7i ®i 1. LIVING ROOM -. il 7,1 :...,b 9. -c• -11 nr-5.• BEDI-(00M7-1 . 0/ i € ll /0% Q../ ' 'c4..:,2 1r-5' 1 1 in 3.) NO SPRINKLERS IN BATHROOMS LESS THAT 55 SQ. FT. NFPA 13 (2002) 8.14.8.1 .1 ,BEDROOM 7 -1 06 te . % ( '1 H s ( . 1 li---'\\ 4.) QUICK RESPONSE PENDENTS USED IN ' IV ' i IV cr-'''.4 ' ......r ', , I .. - ;.) . ‘,0 , ' ' h : - MECHANICAL ROOMS. i e_____2: LI , i1 BALCONY 4. BALCONY .. .1 - 0 Ii - - BALCONY 1 li 5.) SEE DETAIL FOR FIRE WALL PENETRATIONS. 1 ..,,,,, , . ,,,i- , . -4,ek - , v-ve BALCONY I 7 '-"-' ir;r 7 F I ....,® , i 0-1- ' 0 fir_ i :: - . .: 1 ! ., . 6.) ALL PIPE TO BE BLAZEMASTER CPVC. UNO •0 0 r-sh• .. ' .. : -,.. . ... r-sk EO.S. )\ \ \.1\ ! _ -- ..._...,. ........,............., ...,.„.... .. ......,.....„. . , 7.) ALL FITTINGS TO BE BLAZEMASTER CPVC. UNO i 1 1 , i , 1 8.) MAXIMUM SPRINKLER SPACING TO BE 18 X 18. 1 i 1 , 9.) MINIMUM SPRINKLER FLOW IS 17 G.P.M.@ 12.0 P.S.I. ,1 , --,„ 4/-2" / T-9" /4/-0"/3'-8" / 7'-3" AZ-8:74/-2"k 7'-5" 23'-11"/3'-8"/ 7'-2" ;3'-8',v4 -c-:.. / 7'-5" /3'-11"/4'-8"/ 7'-2" / 6'-2" / 6'-2" / 7'-2" 4,-8, ?3,-1.1,, / 7,_5„ ./4,-2, 5-3,-8„ / 7,_2,, )3,-8. 23,_11,,,/ 7,_5,, //4,_2,„_.8, / 7,_3„ ,_8, 4,-0, / 7'-9" /4'-21/ /1 A /1 / A A /i / A / / A( / 4 A / A 4 2 A 1 /I / 10.) PIPING TO BE STRAPPED TO PREVENT MOVEMENT DURING /! SPRINKLER OPERATION. , 1 ! , 15/-6" 14'-6" 15/-6" 18/-0" 18/-0" 151-6" 14'-6" 15'-6" 14/-7" 15'-5" 1;2 11 .) ALL DIMENSIONS SHOWN ARE FROM INSIDE FACE OF FINISHED _ t/ 15'-5" 14/-7" / / / / / /1. / / / / /1 /I A/ / // . I /I a) a) 0 u) a) ui I ! WALL (UNLESS OTHERWISE NOTED). 1 ci ci c5 c5 c'.5 d 1 u.: 1 12.) WIRING OF ALL ELECTRICAL DEVICES PROVIDED BY OTHERS. 30'-0" 30'-0" 33'-6" 33/-6" 30/-0" 30'-0" .c. / /( )/ / / /1 /.7/ 13.) ALL WALLS TO BE SHEETROCK ON STUD WALLS ! 1 ! 14.) NO IRREGULAR OR SLOPED CEILINGS i 7 188 -O" / 15.) NO CONCEALED SPACES REQUIRED TO BE SPRINKLED . ! II 711 I ,V CO.1 i 16.) NO SPECIAL OR IRREGULAR CEILINGS. CEILINGS TO BE 9'O AFF UNO. ico c i Ili d 1 i-U. NOTE HANGER REQUIREMENTS MAXIMUM HANGER SUPPORT SPACING - BRANCHLINES MAXIMUM HANGER SUPPORT SPACING - END UNE MAXIMUM HANGER SUPPORT SPACING - MAINS LONG RUNS WITH IN UNE SPRINKLER HEAD DROPS WITH SPRINKLER HEAD ELBOW DROPS i "DIA.PIPE = 5'-6" i "DIA.PIPE = 3'-0" 1" DIA. PIPE = 6'-O" 1" DIA. PIPE = 4'-0" lin DIA. PIPE = 6'-6" LI" DIA. PIPE = 5'-0" 11" DIA. PIPE = 7'-O" 11' DIA. PIPE = 7'-0" 111A13211:"DDDDIA*HAN:11:PGIPPPIEP:EPPREEE=RIOO°D'11:1:T!TTSTOP 1/16" ABOVE PIPE 411, 2nd FLOOR PLAN 1/8" = 1,-0" - MP IN ANCHOR 13R SYSTIMS BUILDING \ OT---- S. MANIFOLD TO BE 2" STEEL PIPE Eii Ell MAINS TO BE 1 1 /2" BLAZEMASTER CPVC PIPE. UNO 41.'11111111M 11111 IR BRANCHLINES TO BE 1 1 /4" BLAZEMASTER CPVC PIPE. UNO El . MODEL NO.22 MODEL NO.23 TELCO CPVC PIPE HANGER 13R SYSTEM ir BRANCHUNE 14• BRANCHUNE 1r BRANCHUNE (1W.) MP) (TY13.) OVOIIIIIIIILN, .---\--711"' CROSSMAIN 1 CROSSMAIN 14 CROSSMAIN , 34'-O AFF „e,,,,,...-- -.:',,'''t:1,2',: , .. • .• FINISHED CEIUNG PRINKLER SPRINKLER] \__.SPRINKLER 7 s"--' (1.) HEAD (FOR INFO) HEAD (FOR INFO) c) HEAD (FOR INFO) fe ex .f..,„ THIRD FLOOR ",:,,,,,,-': ::::',..:',:.,":71.)':. :',::,-:',2,i:::,,? Qi(DYirs 1111111:. .., 1 • CROSSMAIN 14'' CROSSMAIN 1; CROSSMAIN 4 25'4) AFF ..i,n .. FINISHED CEILING \__SPRINKLER SPRINKLER/ SPRINKLER IIIII fP) HEAD (FOR INFO) HEAD (FOR INFO) (EP) HEAD (FOR INFO) 'a ce atts MUN N T A 11111.UN T C UNIT C UNIT S UNIT A 4 a REV. REV. REV. SECOND FLOOR 1rCROSSMAIN 1 CROSSMAIN 1 CROSSMAIN IM:......,' %• ,7 . 1V- 0 AFF FINISHED COUNG rTh UNIT DIAGRAM \.__SPRINKLER SPRINKLERJ \ SPRINKLER --1 N.T.S. ce ce HEAD (FOR INFO) HEAD (FOR INFO) LmJ HEAD (FOR INFO) cn v) ik- FIRST FLOOR I T CROSSMAIN (STEEL) 2" CROSSMAIN (STEEL) I T CROSSMAIN (STEEL) I 7'-0 AFF 13R \ STALL F -L_ R \ PA HANGER MATERIAL GENERAL NOTES AND SYMBOLS REVISIONS SPRINKLER SYMBOL DESCRIPTION PHONE 770-945-2330 1. Pipe hangers shall be Insto.11ed as required by NFPA 13R for / Approximate Hanger Location SYMBOL SIZE STYLE MAKE FINISH MODEL TEMP K-FACTOR TOTAL ' ENTURY FAX 770-945-2651 GARAGE FLOOR :.., :' FIRE PROTECTION 2625-F PINEMEADOW COURT 2. No other piping and/or devices are to be attached to the sprinkler ,,,, -....---- A,\.,,, Approximate Location of Grooved Coupling , pipe hanger system unless the hanger has been specifically ( - i"-- .5' 1+0-0 I Elevation from Floor to Centerline of Pipe • 1/2" Pendent VIC White V2708 200 5.6 18 = DULUTH, GA 30096 TO-Fbec: 7 . designed for the additional loading. i A■;),,x4'''' (..) 1/2" Pendent VICTAUUC White V2732 135* 4.9 48 all RISER THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICE TO IMPROVE \ \i'''',=-4='§i . , -0 Elevation down from Deck to Centerline of Pipe ' II 41 (SEE DETAIL) THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT .,,,,....!::,\-.7„,_:_.P'4141N\, Cr""'O' Cut Dimension of Pipe , PROJECT Date : I L... TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. 4`-`-z-:-.._:...-->,---"0-* .0 Hydraulic Reference Point 04/12/07 I ATLANTIC AVENUE CONDOMINIUMS Ili TO DRAIN PIPE MATERIAL 1511 BUTLER AVENUE scale: , FOREMAN'S NOTES 1/8" _ TYBEE ISLAND, GA 31328 FROM RISER r CROSS SECTION DETAIL 1. All Residential Area Piping to be CPVC, with CPVC fittings as per NFPA 13R. 2. Pipe shall be o.s per the following schedule- (unless noted otherwise) o 4' s' 16' 0 . , Job No. WB1186 Line Piping - Blazemo.ster CPVC Piping adiallilliaiMrni .. C-r-77 n27/72717g.Z:-- . IM o) , A.,F? ,.=..:, FIRE SPRINKLER SECOND THRU FOURTH SECOND FLOOR PLAN Drawn By R HESPRICH WOOD FRAME CONSTRUCTION NOT TO SCALE Main Piping - Blo.zemo.ster CPVC Piping SCALE: 1/8* - 1'-fr . SPRINKLER 1 ■.. e ifi 4. t . Residential Piping -Blo.zemo.ster CPVC Piping (414) 463-8700 OTAL SPRINKLERS SHOWN ON THIS SHEET 66 F-C:::. to : ROCKER BUILDING CO. Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT System No, W-L-1054 F Ratings - 1 and 2 Hr (See Items I and 3) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/Sq Ft L Rating At 400 F - 4 CFM/Sq Ft III 2 C3) C4) 5 6 7 0 1111/1 ° cii.i , - - 1 i , JO • ol , , Ici • ! ! i i 114.1 . i 1 I 1 1 ! 1 1 0 30'-0" A IIIIIIIIIPPQD 30'-0" 30'-0" 33'-6" 1 33'-6" 30'-0" " / :/ / / 1 1 i i , , 3„ 3, SECTIBN A-A , 3, ■ 4'-6 4'-7- 5,-1,, 5,_1,, 14'-74 4'-64 '-7" 9,-1,, 2zi-:6712 i I )-6"/ 9'-1" '-7" 4 1 4 5'-1" 5'-1" 7'-2" 2)-6" 5'-1" 5'-1" 5`-1" / 51 I 6'-10" /-101/4'-10" 4'-10" A'-0" `/V-0" . 4'-10" 1/4'-10" 2/-10"/ 6'-10" / 5'-1" 5'-1" `./ 5'-1" / 5'-1" °/-6"/ 7'-2" / / I / 1/ 1.Wall Assembly --The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of il , i ■ / 1 1 1 / I i / i / / 1 ! 1 ! the materials and in the manner specified in the inividual U300 or U400 Series Wail and Partition Deigns in the UL Fire Resistance Directory and shall include the folowing construction features: 1 t 1 A. Studs -- Wall fromavg may consist of ether wood studs or steel channel studs.Wood studs to 1 1 1 etedconsisteeettyof.nomthe 20peningby 4 in.sbalurtherbe fratnedspamtaont7s:usingsmei studaiengthtsoofnesteeminstud2-1/instaded2 in.Maabetweenona the I I I I opened max 24 in.OC.When steel studs ore used and the riam of opening exceeds the width of i E.O.S. \ \ 1,„; •. . -- ..---- ;z:t'' . ... • - - - '7- - .... -',.7- . . - -• .. ...... ..., .-. ,i,.. -- --, . . . .-,-.47•..-r. . 1 .... . ;-1 , -----...1 - -,. . - ,7-., ---.-6- . - --1... -. ......7,--. - . -• . - . - , .--.,-, . .-2.-.--.,-,-7',, 7 7 . . ,,, , —.7-.. , ,.:.,, mr -ND '' '.g.,,' -, .1, . . - J:1 ,1 \ E.c vertical studs and screw-attached to the steel studs at each end.The framed opening in the wall sholl be 4 to 6 in.wider and 4 to 6 higher than the diam of the peneboting Rem such that, ■ , Q D11111111111 6 I 1 1 1 U ,1 , , I -, when the penetrating item is installed in the opening,a 2 to 3 in.deonence is present between the - li ! . 1 ■ ,11 1 penetrating item and the framing on all far skies. 1111 1 iiiii. I I J '.iiiddl .A....II i i :p r . . B.Gypsum Board, -- 5/8 in.thick,4 ft wide with square cc tapered edges.The gypsum board type, I , I 1 , 1 :i 1 thickness,number of layers,fastener type cod sheet orientation shall be os specified in the inewidual I . SQ Fr,H..‘... - -• '' ------ .--7--------='- --1=---,--...L.,_.-----:--------,- . - - P.W.,....----...-...,.....,* I ',,,j" fc)', U300 or U400 Series Design in the UL Fire Resistance Directory. Max foam of opening is 32-1/4 for steel stud web.Max clam of opening is 14-1/2 in.for wood stud walls. r---- I \, ,orrti, 10441 .A .-- , . ---- __—_-7_ -----FR---='___' , rii I „I_ 111_1 .2-1 .1• :fc._ -+ ,,,,i„_,______ _,,i_ 1-, , ----,- i _H, The F Rating of the firestop system is equal to the fire rating of the wall assembly. ( H7___,____,.'\. I`,1 1 „;F .•;,.; 4 \ 3.-* I 3''"g. -■•EY-5....- I, r'llii i i,j I =l',1 ' 2.Through-Penetrants -- One met*pipe,conduit or tubing to be installed either coricentricdy or . I i ---nz,‘,---------- .11 I \ ennead/icily within the&estop system.The annular space shall be mm 0 k.to max 2-1/4 in.Pipe may r 'i-CTI -=--,-... .4"''"* , i „ , ,,.....................94.........,, I--. 7 1 ! r.......... .-,-,.....e. . y I 1 , thanb0 illStOORCI45 degreestith CORtIOUOINfrom perpeaculorPOid COIROCt.pipe,Pipe,conduitCOOdUftor htingOf tUblOgto beM0yrigaybesuppottediftStOned Oton0AbothOtesOOtor9MOterwou ,-, '''''''''''''."-1. 1 ' f* 7 I 0 N.,1____ , "....94.5....... 1 ....A (<11.31, ; I , I-1-1 /0771 1 __. -„,....4. ....._, BEDROOM i ■' CD CD 1 d i,--,, 1 *5.,-.- 4*, , i BEDROOM . I 0 . BEDROOM . r (1 1 , . . i 1 -,------,, ' 0 , _ ....i.i - I i ;1' ,ki assembly.The follovring types ond$izes of metolic pipes,conduits or tubing moy be use 7 :'. '&1'' 1 ‘C) I ' 6' ' ' 4 ,,,‘ ) i...- , I , . 4, BEDROOM BEDROOM 0° fS i ( os, No/ -. ? i .•.,, i 11111-------)--'' in CL.6 '—CL.6 CL.6 __2( . U) 4, 7 Z.):,--'1..)Rl..)UM IL''&---1 BE*R04111v ,,,,-,1-. • . ' SQ FT ,/ . ..DI. SQ FT ! ..% \ SQ FT , >°-% 1 //' SO FT (: -\\\> . 1 1 w..6, BEDROOM BEDROOM ( . PIPt• -,cu v 8-6' CL.6 7 8,4' r, ,-- I , , BEDROOM 71 0 C.Conduit to.ScCirt:pnpefi it$hppi ePePrr Pi-- n7t :.((smder":orAt8nx'k7r,:the)smallerstt:stSchedulereguiorjeieetrkd:pe°rcontinuousdul:°retaeorheavief°rhhenavihec:roxd)tubingPIP:pper)oct)ccwsteb::ons°r pipe.6tubing.in.45ambetweeistieelpip:nd: ..1- SQ FT ' '1-- geoitoom 1---- --e— 1 q-5.- , CL.6 w-e• # \ _SQ 0 —0 o ----2 CL. 15 1.'CL 15 i' • ' la),"'"------ 0 0- 0 BEDROOM i '2-0% 4/°‘ 1 i G /1/4 i . 1. , , r.-- © ! . 3. Fill, Void or Cavity Material* -- Sealant -- Ifin 5/8 in.thickness of fil material appied"(Rhin the ,Z) -, 1 I e• ' / lir ,,, t I i,<I Q......FT s _ ::: j_....._ir jok _e_uri =, G . 1 . I \ 1' 1 ; I ( , , 7---- _2,41` ,,,i. H CO wall,a nil i/2 in.ifrom bead of fil material sholl be applied at the pipe Ird interface on both surfeees ''.) 1 REF. L Jo 1. ,,1'f REF. SC,...) FT i 1 SO,FT 1 0 0 Zi, ko, CL. 16 "-leCiei H ..„,i , -1-F----- - 1 CL. 10 d •I I SQ FT ft \ r-z-uel 'I'- I'l SQ FT L'I'1"4,:-.1..0i.Thr- CL 16 ...._ -,„, ---- -11/ veoringHILTI CtheONST:oossirCTIONcouonCHEMICmadtALS, DIV OF BATH • .47---76—S—Q7.1' 1. -ciii kE7i,- I ° ‘.-..' I r-F,-;El--F--4. L---Pit— ,;, .JI 71- ., 1::: 1""' :71 B ..L____._ N____,H-------1[,,l,f(40 SQ - (ir, Th.,,,N,7/ i 10 0 ,1:i ,--- ...1 1 KITCHEN! 1KITCHEN 9 r-..:.16.-- 1 L\I ,i -R*.;:-.P7-1,_,,,,,,j6-5,--,,i.l o o ILI i J .. _...-0-0,—,—R—E- b 0\t j ' i I 7-- 10-10 r.44-..; •,::,,,. -`) i I -` II4-'' 11111 1 Inazia.0 ' 0 1 ._____-- H PA "■..v ' TR I r 1 \IVITI.1 4C E'...Q 1 ' --V -i 11 Filir dinim, ` iii.._ -,-:,_0 0!,_ IRE':=-. Lill' ' :•-' -b :7 II Wirriir.,.0 ou - 13c)Q, I 1 in if' vie .._1 , r- , }i KiTL■EN 1 I 1 _,..,__....,...„........,....* •14,-. , 0 * 7:9'7 I 7:_, BA1., i K■T:.,.N I - ...-1.1'''11111111111M I "`-'"" , ,,,, ,,,.., la ' 1 ) 1=9-`. I ...,-„, - I 1 i ----, ,-,------,, --1,9' I 8 ''.' ( CL. If: ] -1-,AE !,..i.i 0 al ,-- -.....-----_-:,--1 , CL. 1 I 'OE IrTri , SAR I 7 .2 I _ BAR h / BX-I F.79;1 , . , 1 . ., BATH ill , :'-''''' 'ATH VI' CL. 1 0 M.F. .T'F'• ' SQ Fi - 4 1 i . - 'inj i"-- ! • -Sr).FT `' ' DW L:IL j i ,!..'..0 FT L'il0 ;III ii " l' ro-F1 Dw - . -- r "' II' . .' ' SQ -7 ' -0- — -,...--- 1 1 i !Tit.:',,H,Li-,L. 10 b , 'F.r. '==. -1._= ,, — Z.5 \ BAR IA I 1 BAR 0 ' 1, :". ,,,'C.-:IFT,11' i CD •., CD f IH, ......---2 BAR ) ' I , ...------") AAS. 0 CI°M 0 0 1 *(') ,--M..: 1 , \\ _ . ' . 0 Vito 0 ;lit 0 lEr 0 1 GENERAL NOTES J© ® 0 CSD 0 \\'-- f 1 ...,,___ 17* . . is' N`j 13-* i I 11'; yr ;TER BEDROOM 1 1 1 UN T A . ,„ UNIT C UNIT B - , UNIT C Wi x 1 .) SYSTEM DESIGNED PER N.F.P.A. 13R, 2002. ru , ,: iNIT A . -,c2' t. NIT B . -&,. H \N II , . . , '% ('o' ? LIVING ROOM 1:i': .1 LIVING ROOM \ I ' ill 9. /' , .,. . . * 2.) NO SPRINKLERS IN CLOSETS LESS THAN 24 SQ. FT. NFPA 13R S ' LIVING ROOM LIVINC ROOM I . . . -t LIVING:OOM . _IVING ROOM , I ( "<2' I', . %'-'2 .10,,,',,".1,,,, C) 1 MASTER ...m-: MA 5TFR -v MA.STER BEDROOM y • '..1] , t i -• C> 1\16) ,BEDROOM 1 17,5* . BEDROOM( H ,' ' 0\' '' ''.2 17,5" i I 3.) NO SPRINKLERS IN BATHROOMS LESS THAT 55 SQ. FT. NFPA 13 (2002) 8.14.8.1 .1 in , ..,,,, 7 : 0 oi I'ie ' • : :I in 1\ ' „ , ,,3-„,--::j--4r'-z-.--------4 I : , 1, - . • -----...- I i .. II 1 W - ,...........2 sommay.,,,,-- no: ' ' :• . --- *Mt 1 I — ,, ;,t' I,! '..0 'T ' e 4.) QUICK RESPONSE PENDENTS USED IN ......._ ._._ ..„ . .... ____... , , .BEJ---± MECHANICAL ROOMS. ___ ........__ ._ ,,i . , 1 , i-: -LI -\ 1 , \ ,,,,,- H r i i 5.) SEE DETAIL FOR FIRE WALL PENETRATIONS. ?1 , 0 i I 0 . ... • BALCONY 7 . , i 1 BALCONY • re-lie ; ' BALCONY - ......._‘...44.............1 it -,-6•ek BALCONY 1i 40 7' i 1 1 ....e i e--L 1 • ill I, , ',1-. 6.) ALL PIPE TO BE BLAZEMASTER CPVC. UNO . '0 © , . 1 , • i.... „ 0 r , • ,, E.O.S. \ 7.) ALL FITTINGS TO BE BLAZEMASTER CPVC. UNO , ' I i I ' --C1 Er il ! 8.) MAXIMUM SPRINKLER SPACING TO BE 18 X 18. , I , '-2" / 7'-9" /4'-0" '-8" / 7'-3" ,1 '-8" AJ-2"/ 7'-5" I,2'-11" '-8" 7'-2" '-8'/4'-2" / 7'-5" /3'-11"/ 4'-8" / 7'-2" 6'-2" 6`-2" / 7,-2,, /4,_8„/2,_11 ,/ 7,_5„ /4,_2,, 23,-e„ / 7,_2,, /2,-8,,_11,, / 7,-5,, A,-2,,72,-8,, / 7'-3" A3,-8,24,-0„ 9.) MINIMUM SPRINKLER FLOW IS 17 G.P.M.© 12.0 P.S.I. 7/-9" /4'-2"1 / /i A A / A 1 i A A / A / A A A / A / /1 A / A j7 10.) PIPING TO BE STRAPPED TO PREVENT MOVEMENT DURING i 1 SPRINKLER OPERATION. / 15'-5" // 14'-7" 15'-6" 14'-6" 15'-6" 18'-0" 181-0' 15'-6" 14/-6" 15'-6" 14'-7" 15'-5" . 11 .) ALL DIMENSIONS SHOWN ARE FROM INSIDE FACE OF FINISHED / 7 / / )/ //I / i / /( / /11/, X 5 vi u) v) vi u) ! WALL (UNLESS OTHERWISE NOTED). d ci, d d i Lt.: 12.) WIRING OF ALL ELECTRICAL DEVICES PROVIDED BY OTHERS. 14 ,.! . 7// 30'-0" / 30'-0" 4/ 33'-6" / 33'-6" )/ 30'-0" / 30'-0" Xi/ 13.) ALL WALLS TO BE SHEETROCK ON STUD WALLS i 1 i 14.) NO IRREGULAR OR SLOPED CEILINGS 1 / 188 -O" I 15.) NO CONCEALED SPACES REQUIRED TO BE SPRINKLED /i I A ., , . 16.) NO SPECIAL OR IRREGULAR CEILINGS. CEILINGS TO BE 9'0 AFF UNO. CO I ICI) dl lb Ili I i iii i NOTE HANGER REQUIREMENTS MAXIMUM HANGER SUPPORT SPACING - BRANCHLINES MAXIMUM HANGER SUPPORT SPACING - END UNE MAXIMUM HANGER SUPPORT SPACING - MAINS LONG RUNS WITH IN UNE SPRINKLER HEAD DROPS WITH SPRINKLER HEAD ELBOW DROPS i "DIA.PIPE = 5'-6" i "DIA.PIPE = 3'-0" i "DIA.PIPE = 0'-6" 1" DIA. PIPE = 6'-0" 1" DIA. PIPE = 4'-0" 1" DIA. PIPE = 0'-9" 1 DIA. PIPE = 6'-6" 1,1. DIA. PIPE = 5'-0" ir DIA. PIPE = 1 -4 ir DIA. PIPE = 7'-O" 13" DIA. PIPE = 7'-0" 11 DIA. PIPE = V-0" ALL HANGER ROD TO STOP 1/16" ABOVE PIPE 01 3rd FLOOR PLAN 1/8" = 1'""0" DROP IN ANCHOR 13R SYSTEvS BUILING NOTES" . MANIFOLD TO BE 2" STEEL PIPE MAINS TO BE 1 1 /2" BLAZEMASTER CPVC PIPE. UNO Eli II Emil BRANCHLINES TO BE 1 1 /4" BLAZEMASTER CPVC PIPE. UNO III o MODEL NO.22 MODEL NO.23 TOLCO CPVC PIPE HANGER 13R SYSTEM iis BRANCHLINE 14" BRANCHLINE 14* BRANCHUNE Z'i CROSSMAIN 12 CROSSMAIN 1 CROSSMAIN .,:,..,.. 4 3C-0 AFF ...,..,,:., I W - r L I f FINISHED COUNG k • ,. No ,... .. . : ...:-.- ....SPRINKLER SPRINKLER. ..._SPRINKLER -"a.--....W HEAD (FOR INFO) .2 ,,,,:,---o, ''IP r-:.0.4'",.rf,,,•.*:.'4".' v) HEAD (FOR INFO) HEAD (FOR INFO) 4,,.,,, e c` ..,!, amitilloo THIRD FLOOR _ 1 • CROSSMAIN i3" CROSSMAIN 14 CROSSMAIN , i L a .1# 4 2T-0 AFF FINISHED CEIUNG \ PRINKLER SPRINKLER \__SPRINKLER U — I5 HEAD (FOR INFO) HEAD (FOR INFO) N HEAD (FOR INFO) v) UNIT A UNIT B UNIT C .4,,, 3-04 URNEITVC, URNEIT\LB URNEITVA. SECOND FLOOR . ir CROSSMAIN 1c CROSSMAIN • 1;" CROSSMAIN . • ' 4 16'-0 AFF - 0 FINISHED CBUNG i rTh UNIT DIAGRAM \__SPRINKLER SPRINKLERJ \ SPRINKLER `--/ N.T.S. w ae HEAD (FOR INFO) HEAD (FOR INFO) 14./ HEAD (FOR INFO) v) cn = cr 11,4 1-r.■ FIRST FLOOR , 0 l _..__ 2' CROSSMADI (STEEL) 2' CROSSMAIN (STEEL) •1 2" CROSSMAIN (STEEL) 7'-0 AFF \ s TA L L p 7: R \ p A 1 3 R HANGER MATERIAL GENERAL NOTES AND SYMBOLS REVISIONS SPRINKLER SYMBOL DESCRIPTION PHONE 770-945-2330 FAX 770-945-2651 FENTURY 1. Pipe hangers shall be installed as required by NFPA 13R for / Approximate Hanger Location SYMBOL SIZE STYLE MAKE FINISH MODEL TEMP K-FACTOR TOTAL supporting sprinkler piping. +.,,,----.--- ----'-----.^Sa GARAGE FLOOR FIRE PROTECTION 2625-F PINEMEADOW COURT 2. No other piping and/or devices are to be attached to the sprinkler , -::.).`',Liii-S.,‘, — — Approximate Location of Grooved Coupling , pipe hanger system unless the hanger has been specifically +0-0 Elevation from Floor to Centerline of Pipe • 1/2" Pendent VIC White V2708 200' 5.6 18 = DULUTH, GA 30096 sCa01:/12/07 .4:34,a0 (Af'ogz. TO FDC es designed for the additional loading. 0 1/2" Pendent VICTAUUC White V2732 135 4.9 48 go (SEEISITTAIL) 0 0 B Cil Cli TO DRAIN THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICE TO IMPROVE THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. PIPE MATERIAL \ \:kz),),_;,w, i _ -',.V.-**1° ./ -4•-*N-N---,----,'-'°* -0 O'-0' C) Elevation down from Deck to Centerline of Pipe Cut Dimension of Pipe Hydraulic Reference Point , P ROJ ECT ATLANTIC AVENUE CONDOMINIUMS 1511 BUTLER AVENUE Date: _ JploroblNo=.Byl'-°" , FOREMAN'S NOTES ,---0 - TYBEE ISLAND, GA 31328 FROM RISER , CROSS SECTIO \ DETAIL 1. Alt Residential Area Piping to be CPVC, with CPVC fittings as per NFPA 13R. 2. Pipe shall be as per the following schedule- (unless noted otherwise) o 4' 8' 16' .. .. - ' WB1186 Line Piping - Blazemaster CPVC Piping lii1111119111111111111111111111 I. (7 27g.aTI g Z-- ,E) ED) A, FIRE SPRINKLER SECOND THRU FOURTH THIRD FLOOR PLAN R HESPRICH WOOD FRAME CONSTRUCTION NOT TO SCALE Main Piping - Blazemaster CPVC Piping SCALE: 1/8" .. 1.-0" .. SPRINKLER 12ESICTEM1E2XAEEJ Residential Piping -Blazemaster CPVC Piping (414) 483-8700 TOTAL SPRINKLERS SHOWN ON THIS SHEET 66 F-c> F: : ROCKER BUILDING CO. Sheet No. FF) TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT -- 5. , • • • System No, W-L-1054 F Ratings - 1 and 2 Hr (See Items 1 and 3) T Rating - 0 Hr L Rating At Ambient - Less Then 1 CFM/Sq Ft L Rating At 400 F - 4 CFM/Sq Ft 0 , I--A 0 11111 41) -.'. ici, 40 .. ,,,,.. ..,, , , , 1881-0" 1111- ; . . I 1 I ; i 1 ,I I i , '1/ 30'-0" 1/ 30'-0" 33'-6" 33'-6" 30'-0" / 30'-0" 0 /x; /I 7( r 1.,/ 1--A 11 111°°Q) i 1 1 1 I 3,, 3„ i 4'-6- 4'-7- 1 , , 3,, 3, 14 -7- 4'-6- , i SECTION A-A 9,_1, '-6"/ 9'-l" )'-7" 4 5'-1 v 5'-1" / 7'-2" )-6" 5'-1" 5'-1" 5'-1" 5'-1" 6'-10" '-101;//4'-10" 4'-10" i 4'-0" 4'-0" /4'-10" i/4'-10" -)-10"/ 6'-10" 5'-1" 1 5'-1" . 5'-1" ;/ 5'-1" 2)-6" 7'-2" 5'-1" / 5'-1" • 4 / 4 -7"1 2)-6 i ; 1.wall Assembly --The 1 or 2 lir fire-rated gypsum wallboard/stud wall assembly shall be constructed of 1 / / / / i I / I / 11 1■ I the materials and in the maim specified in the indvidual U300 or U400 Sees Wall and Partition Designs I I in the UL Fire Resistance tin3ctory and shad include the following contraction features: A. Studs -- Wag framing nor'consist of either wood studs or steel channel studs.Wood studs to I i consist of nom 2 by 4 in.lumber spoced 16 in.CC.Steel studs to be min 2-1/2 in.wide ond I______ p,I, I 1 ,I 1 I spaced max 24 in.OC.When steel studs are used and the dam of opening esceeds the width of I stud way,the opening shall be framed on ad eides usirg lengths of steel stud installed between the E.O.S. \/\ \ ---.-2- _P.,_. - 69 I ______I I l _12 E.0 vertical studs and screw-attached to the steel studs ot arch end.The framed opening in the wd • 1 I . 11111ffli11111111 I u: : , , , shall be 4 to 6 in.wider and 4 to 6 in.higher than the diem of the penetrating item such that, when the penetrating item is installed in the opening,a 2 to 3 in.dearance is present between the , 11 D 11111-111111 U ! I ! 1 ! i penetrating Rem and the framing on edl four sides. ..- 'I li 1111111.1 1 I , 1 111111111i11111 i I .1 , , ,,.,„ , ,,,, , , B.Gypsum Board* -- 5/8 in.thicic,4 ft wkle with square or tapered edges.The gypsum board type, 1 II '77.—....,—... .. \ thickness,number of layers,fastener type and sheet orientation shdi be as specified in the inefividuol U300 or U400 Series Design in the UL Fite Resistance Directory.Max diem of opening is 32-1/4 b. , — , ______,--fi:1--=---z* -----) ._..,,..17— ,. . .. _..,,,.,... '----- ". ' — ,--- , 1 ?.N , k. • 4,4 ,..0 1\ for steel stud wall&liax don of opening is 14-1/2 for wood stud walls. eccentricaiThe F of the firepstanyntern.p systemlniismeqnninartspanno the fire irantii,norniorfi(tihein v.ita,I1)ma772-bly1./4 in.Poe may I \ f- t,i , .1.4\---11'1 „, # 1 i.! 1 \ r-/liti - I , , , , _ k 1---3.-3.---\ 3'7 I ;' 1 34.4. -r-o— I I!;! 1-1--i t! .. ' 1,11 ...,....., 2.Through-Penetrants -- One metallic pipe,conduit or tubing to be installed either concentric*or !-4. , t HA ' i 11.1.--- I , _ ._ Er . 1 ., *"..".`ts----. .-i-,...........41•"‘"'"' I I t 7 7 -- CD 417-7,-\ ..._s_ 1...21 !! i BEDROOM 0 . BEDROOM 7 I . . BEDROOM . . 1 i ;t t ' I be'riddled with continuous point contact.Pipe,conduit or tubing may be installed at on angle not greater —6. ! I 1 0,--, BEDROONI r i,., 1 BEDROOM 00 i•-ek,,,,,--0, , than 45 degrees from perperdcular.Pipe,conduit or tubing to be rigidly supported on both sides of wall -I"' : 1,,.....,,/ I 0 i 1 '--, I , r L. i ii ___, , . 9 \ c L..6 ' 'c' . ! .4-1-] ' .-' 1IL 1 t.') -1-, assembly.The following types and sizes of metatic pipes,conduits or tubing may be used: L) o ta=Lirs'JJ1Vi I 1 ':-...,•-.1 CL.6 i , ,0 • ,CL.6 ) L ' CL.6 .--,?" ' ! 4 - ;, in A. Steel Pipe 30 in dam(or smaller)Schedule 10(or heavier)steel pipe. BEDROOM BEDROOM --) BE IT/ON I 1 (7 ,,, ! tQ FT , ,0 \ SQ FT X , SQ FT _,,,./ I 1 .7< ' ..- B.Iron Pipe -- Nom 30 in.dam(or ander)cast or ductile iron pipe. --!IRI II 0,/ w-s• I CL.6 / I / O-6* . r- r— BEDROOM C.Conduit -- Nan 4 in dam(or sr:loiter)steel electrical meta 5c tubing or 6 in.dam steel canal BEDROOM I T I C)--Ceil \'\-X 1,Lt. •1- lire,,k, iSQ FT / , k 0 —CD ! 0 . --,--e:,...„, 677,-6/ 7.75' . ,,,-- 0 a o BEDROOM . .ia% Ili 1 I t: D.Copper Tubing -- Nom 6 in.diarn(or smaller)Type I.(or heavier)copper tubing. 1., I I ,% 1 ri--- (5. ' i , . , 7 1 I 4,0 ‘, 1 ' E.Copper Pipe -- Nom 6 in.dam(or ender)regular(or heavier)copper pipe!. ,,---, ,` , I _ o SQ FT I SQ FT ,„_____e,2' , ! • .,....1 1 , ,--. --4a.1 1 , . t . . 1 1 \, / CD I t 1 --e C i —e r 7 7--- i .,_,_:_..,K\J 3. Fill, Void or Cavity Material* -- Sealant -- Wm 5/8 in.thickness of fit material°ported within the 1 G ,,,... I I! n/ L_____1, \ ! I \ "., 9— I i '-i-' annulus,flush with both surfaces of woll.At the point or continuous contact locations between pipe and '-, ,,,‘,.....L____.7 _.. , I f..,--,-----7, i , /T. VI ' 1 - wall,a min 1/2 in.dam bead of fil material shoe be coded at the pipe wall interface on both strfoces GO _... i CL 1 0 — '''N., .---N. I • 7--7:----1 ri ! I 7---4 CL 16 i CL- 1° ,------) - _,...10._ r.„.tir—H.___. 1 _40_9_ F-7*--sx? !:'6.— '...____.9._01_______I . J lel, ___,4,„,___117--- al cL. 10 , ..1,,,' i a) of wd. ■ CL. 10 ,,...- _ I -v1;0,01 CL. 16 , - i SQ FT 11) 1,A,r,, 1 SO FT 0 \\ „.., , Rs-E--.-L..._,. o,,,,,„_..„ \N.H. I li W.H. __,,,,,,o at _irk-EP. 't i'80 9 CL. 16 2.(1.44.-:1H, -11—-----I (AI:_II C4.0L. 1sQ.r0, /NL "-Hi_ I 114=1 'Ai D- ''' 1 ! HILTI CONSTRUCTION CHEMICALS, DIV OF \ 1 I SQ FT 1 \ , ---10--- -,-1 ,,,,„, B 0 rl r-PLI SQ.FT ! ! ( BAT e k - ,.. ._.),_4, L____1 i( F . SQ FT II. 0 ..9_4/' I 1 16-.4-,,'-' 0 lb.,.r-uko I In ! IR l .! \ , HILTI INC —FS-One Seolarit --- EA:TkO Cideification Mark (-.- 4! 8- ------ \----i--1------1,9 1.0,..SQ . • !... ,,,,,,..m '-' I , 111 , (40 SQ . MI OD tr7a........r.......i - 16' .P k,1 ."7- . if- • • 0 ., ,, 40 SO -F Er. „Jo o , !!•- cl. , Sm. KITCHEN i KITCHEN I s' ,..,e";■.„,,,, if —Ti I 11 1 I n___-/ 6"){1, - i ..,..--,- •,• i o oL__,,,,i7-‘=, .. ..,..71r.r....irici.H.f,z9.: ,li: I: 7.1. )!,..: ! 200_FoT,, 1 I oluor, .„, IR-::.-ii:-.1-7-771ili-11 .o o , agli-'27)- ii ...,...,,5 3'..3';', ;3,X "I L 1. 'z'r , 4 ' ' , vi cl/D 11 ,,,,,,, Ilfrri,,,,,... .:74 No ii irwinTt 4C SQ I na i- - 11 .rA" I Ifignai NIL ' ''' ''-' '-----s' • .1 0-• ..:Z.Tal I'M; (-1 ■,\ '443.V77771:-..)! ---"4', INIZNIII„, 1•••-•"wiliiitel--I I.P-A Ti('! IIP,ATRYII—meliiiii-1 4 .— 71 V Ii/D ., _ ,. 0 CN 1 Li) I i 1 't" w"'S. .‘'.*./ ' i i i 1 i 1111101111.1 i,.....;- ---I 1 I KIR. EN 1 arm Mall MIR MIMI KIT( .,,N i! ,... ,...}l.4 i lak . Ito .., - 0 i E't ■ II I i I 7, 0 0 . . /..,_____,,...,, ,,, ai, I 1 1 4-r • I ,-....-,, BATH 11111 ' BATH BAR I BAR 1 7 I to .. _, , \ „1, r-r 1 1 le i I 8 0 CL. 1C VIE-2I-"sk! , 71 ----741 1 !ffilizhci.. ,, i'llE.,!,,,.,*1 , ,, , II - L______Dw,„- . i , -r,*-„.:H CL. 10 ip i l`!!! , I CL. 10 ' mE 51-1241 111 "aa! \ I I Li '', --- ',..1 i ,,,._._, 1 L, \ _,._----._.. ,!,9 I .....4 i 4_7 , ,,, , ,,,,..__L___i 1*, 01-.1 1 ,—,,,L.FiTo j 1111 i, ,.:____::::_ _::,:,_ DW L°I;_j , Li. J SC FT '''' J ,--,10J I i! .„,‘ 41n0 1 ! , BAR I i BAR i a ,,,,, --,.. , cp • --, GENERAL NOTES cu 1 ,CTIO aAR • 1 1 1 .-.- BAR j i i'-',C1)(U I 1 I 7 *Cy . I© 0 1 1 , ® Cr, 0 \`'.----- ! ® , 'Cr 0. ---. 0 1,Zr• 0 'Cr 0 i• . .—Y ® . - LT* II I t to-si• ! MASTER BEDROOM 0 1 I cr., ' i, , ve, „ MASTER BEDROOM Ild!P! (l.l 1 UNIT A ; , ; . ; L NIT B : X UNIT C I, UNIT C No . UNIT B UN T A II 1 .) SYSTEM DESIGNED PER N.F.P.A. 13R, 2002. \ Ii x LIVING ROOM LIVING ROOM 7] X ' i t \ LIVING'te0OM 1 . I LIVING ROOM I S. i LIVING ROOM " LIVINC R,Dom I I i I ` 2.) NO SPRINKLERS IN CLOSETS LESS THAN 24 SQ. FT. NFPA 13R NriATER , Q ' • 7 :, © MASTER , -1 !: o# . , .c. , --11 ! • . X ' ' ' ,..'21 -3. ! i -T' 3.) NO SPRINKLERS IN BATHROOMS LESS THAT 55 SQ. FT. NFPA 13 (2002) 8.14.8.1 .1 , ! 17-5' , i BEDROOM7-- ts, I , 1"-- !! ! . - 1 In BEDROOM I • , •. :. 0 01); i® . . , . i ......... " : ;•: , ,....., ____I--) ..........._........ JIM..1 4.) QUICK RESPONSE PENDENTS USED IN , ______ __., w . „JD \ , fr;,.... ...— : . , . _ . , . I . — \ i ■-1! 11 .. .. , MECHANICAL ROOMS. ,1 ', 1 I , , 1;-, I !, ; ',-,\i c 1 I i BALCONY " , 7 0 I o--r . - BALCOIN 1 ' BALCONY i i'i; 5.) SEE DETAIL FOR FIRE WALL PENETRATIONS. BALCONY 6, ---4, t , , ,..* ...1 1 1 .7 6.) ALL PIPE TO BE BLAZEMASTER CPVC. UNO 7— ill ,)0 00 11 I 1 L,..* --e ' 1 . . 0 • , „....„..........„..„.. i,_* , _..... ____ • . i ..,....,„,..„._........., . - ... 0 E.O.S. \ 1 1 .... :1- ' - .. t.! „....„.. __. . ,....„, ._.......„1i01.. „ — __., ..„.„,,...„,„_,,,,,,,,.„.., „.„... .„,.„:.,, .cr- 1\ E.0 7.) ALL FITTINGS TO BE BLAZEMASTER CPVC. UNO ' -1-----” , , , , 8.) MAXIMUM SPRINKLER SPACING TO BE 18 X 18. i 1 ! i 1 ! 9.) MINIMUM SPRINKLER FLOW IS 17 G.P.M.@ 12.0 P.S.I. ,,i4L,-2" 7,-9, A,-0, 22,-8,, 7,-3, ,),-8,,;/,_2,, 7,-5, 22,_11,, ,_8, 7,-2, 3,_8„/4,_2,, / 7,-5„ /3,-11/, /48„4/ 7,-2,, / 6,-2,, 6,-2„ / 7'-2" 4'-8" ?3'-11" / 7'-5" ,,_2, 23,_8, 7,_2,, '-8" )2'-11" / 7'-5" )4`-2" 122'-8" 7'-3" ,.....8„ /4,-0„ / 7,-9,, 4,_,,,j)/ / //' c- ' I I I / /1 / 7( 1 A---------7 I /1 I I I I 1 I I 10.) PIPING TO BE STRAPPED TO PREVENT MOVEMENT DURING i I SPRINKLER OPERATION. i ! i 15'-5" 14'-7" 15'-6" 14'-6" 15'-6" 18'-0" 18'-0" 15'-6" 14'-6" 15'-6" 1 14'-7" 15'-5" m / / / )/ / 11 .) ALL DIMENSIONS SHOWN ARE FROM INSIDE FACE OF FINISHED i I. / /7 A A / / A A cn cri co cri c.ej cii. WALL (UNLESS OTHERWISE NOTED). i 1 I I d d d i d d 1 o . I LL: REMOTE AREA #1 Li: Li: I Li: 1 2.) WIRING OF ALL ELECTRICAL DEVICES PROVIDED BY OTHERS. I J/ . 30'-0" 33'-6" 33'-6" 30/-0" ,I7 30'-0" 4 17 GPM OVER / / / /,/ 13.) ALL WALLS TO BE SHEETROCK ON STUD WALLS i",THE MOST REMOTE 4 HEADS / 4 / i 68.7 GPM 0 45.9 PSI I /1 I': AT THE BOR 1 14.) NO IRREGULAR OR SLOPED CEILINGS , 1 ! I i 168.7 GPM 0 46.4 PSI I ! I 15.) NO CONCEALED SPACES REQUIRED TO BE SPRINKLED i 2' AT THE SOURCE 188r-0" i / col I i i!CD. 16.) NO SPECIAL OR IRREGULAR CEILINGS. CEILINGS TO BE 9'0 AFF UNO. d I 1 , IO u.i 1 , NOTE HANGER REQUIREMENTS MAXIMUM HANGER SUPPORT SPACING - BRANCHUNES MAXIMUM HANGER SUPPORT SPACING - END UNE MAXIMUM HANGER SUPPORT SPACING - MAINS LONG RUNS WITH IN UNE SPRINKLER HEAD DROPS WITH SPRINKLER HEAD ELBOW DROPS . i "DIA.PIPE = 5'-6 i "DIA.PIPE = 3'-0" i "DIA.PIPE = 0'-6" 1" DIA. PIPE = 6'-0" 1" DIA. PIPE = 4'-0* 1" DIA. PIPE = 0'-9" 1.1" DIA. PIPE = 6'-6" 14" DIA. PIPE = 5'-0" I DIA. PIPE = 1'-0" 11" DIA. PIPE = 7'-O" 11" DIA. PIPE = 7'-0* 11" DIA. PIPE = V-0" AU_ HANGER ROD TO STOP 1/1T ABOVE PIPE 0 4th FLOOR PLAN 1/8" = 1'-0" 13R SYSTEMS BUILD' \ G NOES: DROP IN ANCHOR MANIFOLD TO BE 2" STEEL PIPE Ea El MAINS TO BE 1 1 /2" BLAZEMASTER CPVC PIPE. UNO I • 11 BRANCHLINES TO BE 1 1 /4" BLAZEMASTER CPVC PIPE. UNO • I I B 1II 0 MODEL NO.22 MODEL NO.23 TDLCD CPVC PIPE HANGER , 13R SYSTEM 14- BRANCHLINE 1r BRANCHLINE 14* BRANCHUNE cm)) (1YP.) M )----\ ,,„, :`,,",.:',,,,. ,r,',':.,'!,.!'!•';':,'..,. 1 CROSSMAIN 1 " CROSSMAIN 1 CROSSMAIN , 34-0 AFF ,, ,',,!':.;! -- -,, 76;,.::',...,';';`,.,,,.. -.,, , - .:.:.'' ,',..,! / ';::', S., 1 r----lr"---Z .." - .- FINISHED CEIUNG z-- • ! ,isr: ffi \_ SPRINKLER SPRIN11112_ \___SPRINKLER s '. ‘.-::, !--!,-, •. , ,-...- ,.-!...- 13■9 .: v) HEAD (FOR INFO) HEAD (FOR INFO) <,) HEAD (FOR INFO) ,._ "47d11/£1&411111c.,‘‘:,!1/4‘ THIRD FLOOR CRO MAIN 1 *1 SS 13' CROSSMAIN i3" CROSSMAIN , 0 Z it a I I 25'-0 AFF FINISHED COUNG \___SPRINKLER SPRINKLER." _.SPRINKLER LI HEAD (FOR INFO) HEAD (FOR INFO) HEAD (FOR INFO) ___ ,................... c-re " UNIT C UNIT B UNIT A REV. REV. REV. ,... "" UNIT A UNIT E UNIT C SECOND FLOOR I 11 1—, I- 1, CROSSMAIN 1 CROSSMAIN 1r CROSSMAIN . . : 16'-0 AFF FINISHED CBUNG (-- UNIT DIAGRAM \__SPRINKLER SPRINKLERJ cr \..._SPRINKLER \-1 N.T.S. tz w HEAD (FOR INFO) HEAD (FOR INFO) w HEAD (FOR INFO) v) v) ce = tem - FIRST FLOOR A ......... \ _ PA , 2* CROSSMAIN (STEEL) 2* CROSSMAIN (STFEL) f, 2" CROSSMAIN (STEEL) 4 7'-0 AFF 1 3R t. \ STALL p _- R HANGER MATERIAL GENERAL NOTES AND SYMBOLS REVISIONS SPRINKLER SYMBOL DESCRIPTION PHONE 770-945-2330 1. Pipe hangers shall be installed as required by NFPA 13R for TENTURY FAX 770-945-2651 GARAGE FLOOR supporting sprinkler Piping. + -;'-----"'-zip / Approximate Hanger Location SYMBOL SIZE STYLE MAKE FINISH MODEL TEMP K-FACTOR TOTAL FIRE PROTECTION 2625—F PINEMEADOW COURT . 2. No other piping and/or devices are to be attached to the sprinkler ./.., ,,„,,,....1 — — Approximate Location of Grooved Coupling , , pipe hanger system unless the hanger has been specifically 0 1/2" Pendent VIC White V2708 200' 5.6 18 DULUTH, GA 30096 .,,,, .4:3040 /( /W--- ;,f' +0-0 Elevation from Floor to Centerline of Pipe TO FDC po designed for the additional loading. ..0,; .->).,/,> t,,i. ® 1/2" Pendent VICTAUUC White V2732 135 4.9 48 do-it RISER THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICE TO IMPROVE ,, fr\o.;1--.- ) -0 Elevation down from Deck to Centerline of Pipe a I (SEE DETAIL) THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT , ,, =f?t,7,,1\,V 0'-0' Cut Dimension of Pipe . PROJECT Date : 0 ...1 TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. 4N'''-----....7-- ---'-'7Q* O. Hydraulic Reference Point ATLANTIC AVENUE CONDOMINIUMS 04/12/07 0 • I Di , I DRAIN PIPE MATERIAL , . ' 1511 BUTLER AVENUE scale: FOREMAN'S NOTES 1/6' =3, TYBEE ISLAND, GA 31328 FROM RISER r CROSS SECTION DETAIL 1. AU Residential Area Piping t o be CPVC, with CPVC fittings as per NFPA 13R. 2. Pipe shall be as per the following schedule- (unless noted otherwise) 0 4' 8' 16' ,. ., . Job No. WB1186 Line Piping - Blazemaster CPVC Piping 611111111111161111111111111111111i .., (c2h p 2 rzi g ._L.:_,)3 E D) , . FIRE SPRINKLER SECOND THRU FOURTH Drawn By WOOD FRAME CONSTRUCTION NOT TO SCALE Main Piping - Blazernaster CPVC Piping SCALE: 1/8" !ii. 1.-0" .. SPRINKLER I ),,, 4 WI'4 t FOURTH FLOOR PLAN R HESPRICH Residential Piping -Blazemaster CPVC Piping (414) 483-8700 OTAL SPRINKLERS SHOWN ON THIS SHEET 66 F-Co 1=Z : ROCKER BUILDING CO. Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT -- FP6