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HomeMy Public PortalAbout10-0240 Schroder A CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 05-11-2010 PERMIT#: 100240 WORK DESCRIPTION SWIMMING POOL-RESIDENTIAL WORK LOCATION 14 CHU TERRACE OWNER NAME MARK SCHRODER ADDRESS 110 PUTTENHAM XING CITY,ST,ZIP POOLER GA 31322-9608 PHONE NUMBER CONTRACTOR NAME CUSTOM POOL&PATIO ADDRESS 564 LONGWOOD DR CITY STATE ZIP RICHMOND HILL GA 31324 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 185.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $18,000.00 TOTAL BALANCE DUE: $ 185.00 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 gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. 0,0.444) pi& Signature of Building Inspector or Authorized Agent: P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org CITY OF TYBEE ISLAND BUILDING PERMIT REINSPECTION FEE DATE ISSUED: 06/09/2010 PERMIT#: 100240 WORK DESCRIPTION SWIMMING POOL-RESIDENTIAL WORK LOCATION 14 CHU TERRACE OWNER NAME MARK SCHRODER ADDRESS 110 PUTTENHAM XING CITY,ST,ZIP POOLER GA 31322-9608 PHONE NUMBER CONTRACTOR NAME CUSTOM POOL&PATIO ADDRESS 564 LONGWOOD DR CITY STATE ZIP RICHMOND HILL GA 31324 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $235.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $18,000.00 '11 REINSPECTION FEE - TOTAL BALANCE DUE: $ 50.00 WIRING 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. Signature of Building Inspector or Authorized Agent: ZIARVV\A"..9--)c- D\fdtt P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 1_ _ a'!g a 1 O-2--7-(0 www.cityoftybee.org City o rbee Island • Community Devel nent Dept: ��e� c fi ;/' ) Inspection Report / 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 mom ``� � ' INTERNATIONAL \wn=-x,� Phone 912.786.4573 ext. 114 Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. VD -• CD:7- 0 Date Requested I D 7c/iii a } Owner's Name r!'?+ . ...C. "7.., Date Needed I f/ Z:1/i 0 Gen. Contractor Subcontractor Contact information 6c," - 621 Project Address ' ' 4 �- : }'7lJ i I�tG . Scope of Work CDI _... Inspector -i e(1 Date of Inspection r 7(r J l Inspection Rti -Pi rA I - Pass Mtn it ❑ Fee Inspection Pass ❑ Fail ® Fee I Inspection Pass ❑ Fail ❑ Fee 1 Inspection Pass 0 Fail 0 Fee �'StiEtiE �h%\ / 11�\ i� ` � City of", lee Island • Community Develop ant Dept. `rs lass, Inspection Report mal °// 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 54'(- -==` A\'\''''''\ / INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL' / /'� 0 V'� MEMBER Permit No. f It ) o2 0 Date Requested JcO _ 12 - Owner's Name C', h I- "0 CL Date Needed /0 411- 10 f)�S / 4 � . a Gen. Contractor Subcontractor ',.�. �� ii, �+ a Contact Information tel V i - (p 0 - 2` 3 ' Project Address 1 q T5'. e h l r r . Scope of Works m (h, r Inspector 714 Date of Inspection 6Pii. 0/11',L-',///' L-/ '/ J Inspection !� 0 c3 1 47'r, Gt i Pass ® i Fee is ,,,L7 A,i, ---- / ---- I / 0 �-.,,9 U, D P 1 z.Tz 6 A . .'�,. 5- ,: op , d�i E A 5 :�`. i'lk Inspection 41".(7.1 = r /\ ' Pass ail Fee Li A)5 ,a. \ ) Sr.'t1 JS i .b "�) ..„./ I .A.,... Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee <,7 (021 ,\7'—YBfl_hSi 1 '-'3''').w.,„ City of ►ee Island • Community Develo ent Dept. J Inspection Report Nom= `\"v / 403 Butler Ave. •• P.O. Box 2749 • Tybee Island, GA 31328 INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. 10- 02 Date Requested ,-- ( /') N' s + ._ Owner's Name ST-ohrt� cl e r Date Needed 1r) - / "L % i L,,./ Gen. Contractor 4 Po,.4-' d Subcontractor Contact Information Project Address ''r- S Q k J e r r , Scope of Work . ■k ,ti... rv, • r- 0 0. I / Inspector --219 ,of Inspection /1/i - / Inspection i ( , im s P c . `ti) r , n C'-- Pass tmil 0 Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee y6tE -''`J �dr ' > City of" ee Island Community Develoi ent Dept. vr`� Inspection Report a®® 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 iiB1' Phone 912.786.4573 ext. 114 • Fax 912.786.9539 ODE COUNCIL MEMBER Permit No. f - 02 Li 0 Date Requested / - Y' 1 - Owner's Name „? C k r o (. Date Needed -7 ° / (..-, 0iS4- M p.30r Gen. Contractor .4- �0, 4- . Subcontractor Contact Information 1-)e `.-C_.) 0 S — I # ' C Project Address I 1 0_ j e r r , Scope of Work S (,a . rV' r q 0 r ,� Inspector ,�f ,�Date of Inspection // I /e1 nspection `i - c_ _ > ', r . .n a Pass El Fail Fee . 6. . ti i --FppulibiZ (:_c_ 131-0JUou_S r---L._ (,)vt0477:--- -1A 6)' D a 1 K -cc zoos 4, c_) . 2 (z p) ) Inspection Pass ❑ Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee t I E ,,,,z?, City ybee Island • Community Deve ment Dept. t ` Inspection Report maluli ' 403 Butler Ave. •• P.O. Box 2749 •• Tybee Island, GA 31328 tea , INTERNATIONAL %,„„,,,,„, Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIC MEMBER Permit No. 13 ° 02 L°` Date Requested (. - 3 -10 Owner's Name C S"' tm A Q r- Date Needed 10 - H - ( n CJ s4 —., Gen. Contractor 1 Po J,_' , V Subcontractor Contact Information T2 `�- 1 1 4 '7 Project Address I-4 T S h ,j !79.S--r— Scope of Work S V, , nr , '3 "� DoI 1; Inspector i ) Date of Inspection r�� /. U Inspection 1�, D ,,-) �a �M � Pass 0 Fail 0 F ZI Ott4- 1 s A C, � I C v i `� Inspection Pass ❑ Fail ® Fee Inspection - Pass ® Fail ® Fee ■ Inspection Pass ❑ Fail ❑ Fee -IA n �� �o'7 0 mac► tAAcet5r'D Evo irr-a6 a wo 7 •AA-0 5 A-1 ,lb r 9 rvI+ )c--J ..fl J r v+-0 -a ct Lro -ra"rsV F-35A.Pp-o ' ' CITY OF TYBEE ISLAND, GEORGl1 APPLICATION FOR BUILDING PERMIT 9/' „, Location: 1(4 PIN # L _60Cq—O 3—OO9 NAME ADDRESS TELEPHONE Owner 9zr-ri Ae r d4u-C1 A-r ct Architect or Engineer Cp'l R,Lie_ {�t� 4.l0t%1 e7. 3 t/)2 2 _ Building /� ©© Contractor CAL&:v� I t�fLiIU or b t.;a�.�w� �Q2, � .,.�,.+d ii� 912.-74,, --79 q (Check all that apply) ❑ Repair ✓Residential ❑ Footprint Changes cs-1 14 9 Renovation n Single Family ❑ Discovery n Minor Addition ❑ Duplex ❑ Demolition ❑ ubstantial Addition ❑ Multi-Family C Other ❑ Commercial Details of Project: S u:4 ttikv►-r k S P AC y L� 54550 Estimated Cost of Construction: $ 1 Si 000 = 0 0 Construction Type (c, (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood &Masonry (5) Steel & Masonry ��je r I �t s fees-5 (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units #Bedrooms # Bathrooms Lot Area Living space (total sq. ft.) # Off-street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through On-site waste and debris containers will be provided by eAlL,Tn Construction debris will be disposed by litxsrout P&A 4k1 by means of--r_t I understand that I must comply with zoning, flood damage control,building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: 5 j1-2-'91 Signature of 3 ,4c- Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date FEES Zoning Administrator Permit Code Enforcement Officer iff co Inspections Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections Aid to Const. City Manager TOTAL ST.C, gr, b ,,,,,,_,„_,-1. -1,1 Ira L raMpS C Ul High-Efficiency Pool/Spa Pumps .'a • Dirnenskons and Performance 4 (279.401 11" REVIEW FOR CODE COMPLIANC —•--+► Every effort he been made to iden Irr �+ iiiiii code violations, no oversight by t reviewer shalt be construed as authorirff••• mv'.:i:n,. to violate, cancel, alter or set asj,r4 i "An Approved Set of Plans Must any applicable codes or ordinances. wa�■r; ... Remain on Job Site at All Times" review and permit should not be const ,';4'1111111111— ,, �1 as a warranty or prantee. � Mr 1 �rf , Reviewed By Date S�i kid.a i%:_t'rl (26.921 tR� MI 1-1/16" All Electrical Installations must (116.78) comply with The National Electric b 15/16e CodeE Edition and State 2 8) of Georgia Amendments (28626) 11-1/4" 4 All construction must comply with The Standard Swimming Pool Code UNION (29(1.58) Edition Z ',* . Dry- &F 11.m6" 2"UPf&2"UNION SUCTION MI ilia&B11 '•►••j Iii. (36719) - ii��rr (361) 141/r p ' ■r i 14-3/16" f J um err (7/3.051 (165.10) +i.. i , (128.02) 6-1/2 ;"5,1/16"`HI k 1337.640 (21a.761 115/16"-----------8- ,l 1/2"(12.70)DIA, 14 : 1 (21 HOLES k 17-. . . R a See page 468-469 i,r"e,.:ate €±parts. 168 r MaxPr©TiVi P uf m z s (rcOt'u) High-Efficiency PooIlSpa Pumps _. 42 110 _ I I i , I,...) , - ' I i I - , . li 90 Thema — --all."-------"N‘-' 411111141.1 sj BEST EFFICIENCY SIZING , 2 ! III Si-"Ni0466,1hhin_ Z 70 Ct) t a 60 1111•11111■...: I 13 411kbka■ _ - • xt6 50 11 11111111W m 0.1 3., , , r >, Ti IA F S' 1 N I- 20 i E 10 i 1 1 B d 0 1 , 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 US Gallons Per Minute ) M FT ,. 301 r 25- 8o ---- BEST EFFICIENCY SIZING --, 1 201 1 , „ . T 15 -, „. „ i --1 , ' . --, 40 , \-• , a -1 , .:: 20 •5-- , . . i 1 01 20 40 60 80 100 120 140 160 GPM ,- _ •:, 1! 2: 2,3' 30 35 ,. . 0S411f041$98Mni,te 11 . 50 HZ Models Only 11 Dt. 4111 BONDING Grounding/Bonding LUG Install,ground,bond and wire motor according to local or National Electrical -0-`o,* Code requirements. . Permanently ground motor. Use green ground terminal provided under motor GROUND canopy or access plate(See Figure 3);use size and type wire required by 'r1 SCREW code.Connect motor ground terminal to electrical service ground. I� `N'. Bond motor to pool structure. Use a solid copper conductor,size No. 8 AWG (8.4 sq.mm) or larger. Run wire from external bonding lug(see Figure 3)to %'•t l reinforcing rod or mesh. 510 0889 Connect a No. 8 AWG (8.4 sq.mm) solid copper peer bonding wire to the pressure Figure 3:Typical ground screw and wire connector provided on the motor housing and to all metal parts of the bonding lug locations, swimming pool, spa, or hot tub and to all electrical equipment, metal piping or conduit within 5 feet(1.5 m)of the inside walls of swimming pool,spa,or Blue hot tub. Wiring Q> `2/ Pump must be permanently connected to circuit.See Figures 4A and 4B for oB `'11 vol wiring connection diagrams. Match wire and circuit breaker sizes to correct Fusing and Wiring Data Chart(Page 8). if other lights or appliances are also on Lines the same circuit, be sure to add their amp loads to pump amp load. (if unsure A how to do this or if this is confusing,consult a licensed electrician.) Use the iiload circuit breaker as the master on-off switch. A Install a Ground Fault Circuit Interrupter(GFCI) in circuit;it will sense a short- circuit to ground and disconnect power before it becomes dangerous to pool users. For size of GFCI required and test procedures for GFCI, see manufac- turer's instructions. White 4690194A In case of power outage, check GFCI for tripping(which will prevent normal Figure 4A:Single-phase,single speed water circulation). Reset if necessary. wiring connection diagram. NOTICE:If you do not use conduit when wiring motor,be sure to seal wire For 3-phase connection,refer to motor nameplate, opening on end of motor to prevent dirt, bugs, etc.,from entering motor. 230 Volt to 115 Volt Conversion.Move plug to change voltage. 230 Volt to 115 Volt Conversion.Move plug to change voltage. Ground 1. Pull plug 2. Plug in again ` Screw straight with arrow Ground 230 V 115 V -,r out from on plug ,- Screw .�,.� �,,.,�. terminal \ to J ail�ma. I I ® board. pointing 5Vts'. Ek, !�\ � A a �% I/' , GI ofc-- a ,21ti� a 7 1. _p;A. L..'�"i•-_,� 2• F--4..L..e"� Power Supply I °ii •.t`• Wires _ 3862 0401 A Figure 4B:Wiring connections for plug-in type terminal board(Single speed,single phase motors) 7 P R Automated Spa Lighting to po.I.Asige c s Featured Highlights •Swimming colors available when used with intelliTouch®or EasyTouch®System •Produces same dramatic color mix as SAm®light •Synchronizes with SAm and FABERworks® PG2000® a,, •Controlled by a single light switch .y •Color roll or hold on a color .- " •4,000-hour lamp life reduces relamping frequency •Fits Pentair small plastic or small stainless steel SAL Spectrum AquaLight niches •Simple 3-wire connection for quick professional installation Automated color in a compact package—Now your customers can enjoy the dramatic color lighting effects of SAm® in their spa.SAL®Spectrum Aqua Light® produces the same revolutionary 7-color spectrum as our SAm light,but it comes in a compact package.Especially designed for spas,SAL provides breathtaking color at the flip of a switch just like SAm.And if your customer has a pool/spa combination,they'll be glad to know that SAL easily synchronizes with SAm and PG 2000®FreedomSync models to provide a uniform display of ever-changing aquatic color. Ordering information ioi Iissn d.ct Voltage Cbrd Length(Ft) Carton Qty Carton Wt(Lbs) ` ' SAL SPECTRUM AQUALIGHT LIGHT - 120 VOLT 1 640000 120 30 I 6 640001 120 50 I 8 640002 120 100 I 12.5 640003 120 ISO 1 16 640004 120 250 1 24 1111111- r gaC° CTR &©, ALIGHT LIGHT=uz owl -_____ 640011 12 15 1 13 640012 12 50 1 9.5 640013 12 100 I 16 Dirensa®ns and Certifications ions (T) , LISTED P Note:All 120 volt pool and spa lights must be connected to a branch circuit protected 8.001 1 1 a55 by a ground fault circuit interrupter(GFCI). i Note:All cord lengths over 50 feet on 12 volt lights create resistance that dramatically 1}�' reduces the light output This condition exists on all low voltage lights regardless of '� design or manufacturer. G t Notice:Underwriters Laboratories has listed Pentair Pool Products lights for use with 1 1 Pentair Pool Products,American Products,Purex,or PacFab niches only.To ensure 4' \,. 4L, proper grounding/bonding connections install only Pentair Poof Products lights in Pentair Pool Products,American Products,Purex,or PacFab niches. .. 4.62 104 See page 432 for replacement parts. Section I. Installing light fixture during new pool construction l Min A. The electrician must com lete To GFCI,Circuit q"min p Breaker and 8"min.Junction Box or preparatory steps before light fixture Power Source. t low Voltage Transformer. is installed;see Figure 1. Rigid 1. Ensure that the pool meets the Conduit 16"min.to top of Lens. requirements of the current Pilot screw lg 12 o'clockposRion National Electrical Code and all c AWG Ground Concrete must be cut local codes and ordinances. A Connector bonded back around Niche to to rebar. 6.0" allow for a compacted licensed or certified electrician P must install the electrical system f plaster seal. to meet or exceed those Figure 1. requirements before the underwater light is installed. Some of the requirements of the National Electrical Code which the pool's electrical system must meet are as follows: a. The lighting circuit must have a Ground Fault Circuit Interrupter(GFCI),and must have an appropriately rated circuit breaker. b. The Junction Box(or,for 12 volt models,the low voltage transformer)must be located at least eight(8)inches above water level,at least four(4)inches above ground level,and at least 48 inches from the edge of the pool;see Figure 1. c. The light fixture and all metal items within five(5)feet of the pool must be properly electrically bonded. d. The wet niche must be properly installed so the pilot screw hole is at the 12 o'clock position and that the top edge of the underwater light's lens is at least 18 inches below the surface of the water in the pool;see Figure 1. NOTE The required orientation of all Pentair lights is with the pilot screw at the 12 o'clock position.This is guaranteed by proper niche installation. e. The wet niche must be properly electrically bonded and grounded via the No. 8 AWG ground connector located at the rear of the niche; see Figure 1. NOTE The pool or spa electrical system can be verified with a Pool and Spa Electrical Qualification Test kit.The test kit is available from Pentair Water Pool and Spa,Inc.The electrical system inspection using this kit must be performed by trained and certified personnel. 2. To be certain that the pool's electrical system meets all applicable requirements,the electrician should also consult the local building department. 3. Use only Pentair Water Pool and Spa®wet niches to insure proper bonding and grounding connections. B. Steps to perform after the electrical system requirements are met. 1. Feed cord through conduit to Junction box,leaving at least four(4)feet of cord at the light fixture to coil around the light; see Figure 1.This four(4)feet of cord around the light allows the light to be serviced after the pool is filled with water. 2. Cut the cord at the Junction Box,leaving at least six(6)inches of cord to make connections. 3. Strip six(6)inches of the outer cord jacket to expose the three insulated wires.Be careful not to damage the insulation on the three(3)inner wires. 4. Connect all three(3)wires to the corresponding circuit wires in the Junction Box,and secure the Junction Box cover in place. AWARNING Never operate this underwater light for more than 10 seconds unless it is totally submerged in water.Without total submersion,the light assembly will get extremely hot,which may result in serious bums or in breakage of the lamp or lens.This may result in serious injury to pool users,installers,or bystanders,or in damage to property. 5. Replace the light assembly into niche and tighten special pilot screw. Rev. F •Rev.F•Rev.F 10-29-07 3 PIN•Ntam/Pte.•Ref. 99410000 SECTION IV. TECHNICAL DATA A. Filter Pressure Loss Chart B. Flow Rate Table PRESSURE LOSS vs FLOW Residential Commercial 9, - Maximum Cartridge Maximum Cartridge 8 - Flow Rates Flow Rates - - — Product# sq.ft. GPM GPH 6 hour 8 hour GPM GPH 6 hour 8 hour 160314 50 50 3,000 18,000 24,000 19 1,140 6,840 9,120 w 160315 75 75 4,500 27,000 36,000 28 1,680 10,080 13,440 9 5 - - 4 - 160316 100 100 6,000 36,000 48,000 38 2,280 13,680 18,240 0 W 160317 150 150 9,000 54,000 72,000 56 3,360 20,160 26,880 a 3 160318 200 150 9,000 54,000 72,000 75 4,500 27,000 36,000 i (1) One GPM per sq.ft.shown,recommended flow rate for residential is.5 GPM per sq.ft. (2) Commercial flow rate is a maximum of.375 GPM per sq.ft.of filter area. °0 20 40 so 6° 100 120 140 NOTE: Actual system flow will depend on plumbing size and other system components. FLOW(gPm) 0 0 C. Replacement Parts el •11 B■ Item Part Number Description 7 ((3, 4) 1 98209800 High Flow'"manual air relief valve 2 190058 Pressure Gauge 3 178553 Lid,50, 100 sq.ft.filter 4 178561 Lid,75,150,200 sq.ft.filter 5 59052900 Locking Ring assy. 6 87300400 Body 0-ring 7 59016200 Air Bleed Sock Kit )1111.1�1�11 ( O .d..,���hsl.l�■ 6 8 59053500 Center Core,50 sq.ft.filter �. ten 9 59053600 Center Core,75 sq.ft.filter O 10 59053700 Center Core, 100 sq.ft.filter 11 59053800 Center Core, 150,200 sq.ft.filter ° d 12 R173213 Cartridge Element,50 sq.ft.filter `►��& 8, 9, 10, 11 13 8173214 Cartridge Element,75 sq.ft.filter °.�° 14 R173215 Cartridge Element, 100 sq.ft.filter ,: • • 15 R173216 Cartridge Element,150 sq.ft.filter (12, 13, 14, 15, 16) 16 R173217 Cartridge Element,200 sq.ft.filter 17 178562 Bottom,50 sq.ft.filter 17, 18, 19, 20) 18 178554 Bottom,75 sq.ft.filter I 19 178563 Bottom, 100 sq.ft.filter 20 178560 Bottom, 150,200 sq.ft.filter �ili���:�r 21 86202000 Drain Cap Assy. 1, '' ! T I 22 51005000 Drain Cap Gasket illi 23 39104500 Union Nut"C"Clip ��s 24 98212200 Union Nut 25 071426 Union 0-ring Ill II, wrl I NII I1 26 79304600 Body,Swivel 'i) Rev. D 6-26-09 7 PIN 178556 ADDITIONAL NOT FS� ( • GF)4Ftn,i.UrSIC,N itbOt I?t "BENTS SPECIAL SI?AY.CQL!IRLMLN'FS 1 POOL INSTALLATION SHALL BE BY E QUALIFIED AND LicENsED(APPROVED- AIR S%',4't^` DESIGN DIMENSIONS SHALL COMPLY WITH SPECIFICATIONS 1P1 MA_XIMIJM WATER DEP'i H 4'.MAXIMUM SEAT DEPTH 28".MAX BY LOCAL B[)ILDING DEPARTMENT)POOL CONTRACTOR.THE INSTALLATION POOL OI-i�j"•C�II TOPPING _ 3/H"f IBEI�,C.iLf).SS ANSI/NSPI5RESIDENTIAL IN-GROUND SWIMMING POOLS BASED SHELL FLOOR SLOPE I:12. SHALL CONFORM TO ALL LC)(V1.BUILDING('ODES.IF PERMITS.`;PLC'IFiCAT ICrNS ON THE POOI TYPE AND NSPI 3 PERMANENTLY INSTALLED CODES.RI tLF.S.INSPECTIONS.WORKMANSHIP.FTC / 7 RESIDENTIAL SPAS S tFPS: MIN TREAD iU"x13",7"MIN.R Slik. 12"MAX.KISI:K SLF.ANSI/NSPI 5 FOR DIVING G WATEk ENVEI,OVE', EXCEPT THE BOTTOM STEP P ri:4}'BE 14"IF 1 r IS'THE S!i A'I 'TYPICAL PROPERTIES Of A R)INFOF.000 FIBERGLASS POOL: \ • SLIDES SHALL MEET THE MANUFACTURER'S 1NCT,ALLATLCN L,t k.:_DS AND RISERS"IC)BE[1NIFOkiv1. B-AR(`)I HARDNESS OF 30 M1[GEL('OAT 31j 40 / F ' 1N"T?kARFi?iA' �+ GI ASS COIJTF•"NTBI'WE1GIIT 37"6 2{{ l PSI CO111 REI W,7 1Y�3AIfl W .11�. - F.EQUII?EMF,NTS if"THE SPA IS OPL:KATI'D IN'fERM[TTEN"{'LY IT SHALL HAVE A ONE TFNS!LF.STRENGTH.PSI AT 77"F 13,400 ENTRY'EXIT.SHALL COMI'LYWITHANSI'NSP[5 AND NSPI3 HOUR TURNOVER. IF CONTINUOUSASIXHOUR'TIJRNOVER 1 i3O1+1Di1\IO�71{ {3'1}3+1.INTO DECK) TENSILE ELONGATION !-'"S, LL LADDERS,UNDERWATER SLATS,AND SWIM OUTS(MAX!0' B}'LOW MAXIMUM TPMPLILATURF 104 DEGREES. FI_I:XL!P 4L.STRENGTH.PSI AT 77"1' 900 000 1,000.000 WATER LEVEL • WATER) Vv LE L MEETANSIiNSPi AKricLE XVII SAFETY INSTRUCTION/SAFE'TY SIGNS. FLEXURAL MODULUS,PSI X I 77'F 0 72-0 7', CIRCULATION SYSTEMS,COMPONENTS AND EQUIPMENT SHALL PRESSURE TEST PIPING AT 35PSI FOR 15 MINUTES OR MEET 1200 IMPACT FT LBS.'INCH OT NOTCH 5. COMPLY WITH NSF 50. THE.MAXIMUM TURNOVER RATE IS 12 HOURS. LOCAL CODE IF GREATER. (Y)MPIt ESSI\r STRENGTH PSI 25000)38000 FILTERS SHALL HAVE AN AIR RELIEF'AND PRESSURE GAUGE TYPICAL THJC'KNESS.IN('HP;` !'4"TO 31r AV<I PUMPS 3 HP AND LESS SHALL MEET ANSJR'L 1081,CORROSION LLLCTRiC Al REQUIREMJim's RESISTANT WITH STRAINER AND MEET 7'H REQUIRED FLOW POOL SHELL SHALL BEAR ON JNDIST JREIEi)SOIL.FREE OF PEAT.MUCK_ P SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE WIRING AND BONDING AND ALL ELECTRICAL TO NEC'ART.680 ()P.OTHER DELETERIOUS MATERIAL(>1 ANY SIGNIFICANT AMOUNT. PERIMETER DECK AT POOLSIDE ONE FOR EVERY 100 SQUARE FEET OF SURFACE AREA. OR LOCAL_CODE. NO OUTLET OR OVERHEAD POWER WITHIN ION. ' RETURN INLETS SHALL F.F.A MINIMUM OF ONE FOR EVERY IF WITHIN 15'PROTECT BY OFT TRANSFORMER MIN. I0'FROM T BACK,ILL MATERIAL 4111ST NOT CONTAIN ROCKS OR OTHER MATER THAT 00 SQUARE FEET. POOL.3":\BONE WATER I BOX 4'FROM POOL. BRASS 1&).1 BO:> • C'011':.0 DAMAGE POOL WA[LS • HEATERS SHALL MEET ANSI-Z21.56 OR 1.111263 OR UI559 OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERTs DI SINFECTFGJ'I EQUIPMENT SHAII COMPLY WITH NSF 50 CRTR.11'P2C\`ED POOL'TURNOVER SHALL BE I::HO)IRS.MAXIMUM WITH CARTRIDGE BRICK/PRECAST COPING PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR M FILTER. APPROVED PUMP(MIN H.P W 2<.)GPM 60 TDH) I LOCAL CODE IF GREATER. EQUIPOTLNT'LAL BONDING GRID TO BE ACCOMPLISHED e STEPS SHALL BE PROVIDED Al THE SHALLOW END OF THE POOL. CONVENIENCE `SOU PSI CONCRETE LATICRETE 300 . "rile following codes arc to be met where re.:'red: ( PER FHE NEC 2005.SECTION 680J6(C)(3)b GRAB BAR SHALL BF PROVIDE.)PER INSTALLATION PLAN W/6x6x10 W.W.M. OR EQUIVALENT v ( CONS'1'RL)C"!71)N NO TES, 7 LADDERS ARE TO BE FROWTDFO IN POOLS WITH GREATER MAN 5'DEPTH WITHOUT BONDING RID j # Florida Building Code Residenh U:,with 009 Supplement rha t I Section R41t}t WIv!OUTS (3•MIN.INTO DECK) P i SLAB&FOOTING 25001 S1 CONCRETE Florida Building Code )antcal 2007 I STEEL L REBAR. GRADE 40 R INSTALL LOW VOLTAGE 11<il{TAS PER N E.('.680 Florida Building Code !umbiug 2007 ' Florida Building C.•e-Fuel Gas 2007 BUILDER SHALL PROVIDE SCHEMATIC PLUMBING DIAGRAM AND 9. DIVING PLATFORMS OR DIVING BOARDS ARF NOT TO BF INSTALLED 2008 National 7,eciric Code CALCULATIONS. MAIN DRAIN PLUMBING AND INSTALLATION SHALL ON POOLS, ` 98-76 Bui g Construction Administrative Code MEET REQUIREMENTS OF ANSI/APSP-7,2006. 10 MIRING A HURRICANE WARNING OR ALERT.THIS POOL ` 7 ANSI .' SI 5-03&3-99 SH ALL BE FILLED WITH WATER. All?.S A4 E"' A,' tAPSP-7 2006 O i!. THESE POOL PLANS MEET'OR EX(CFI)THE ANSI/NSPI 3 2003 RESIDENTIAL WATER LEVEL I • NGROUND SWIMMING P(7:OL AND ANSI'NSP13!994PPRMANENTLY 3/8" FIBERGLASS • I • NSTALLED RESIDENTIAL SPA.STANDARDS SHELL p 12 ALL GLASS WITHING 5'OF WATERS FIXIE SHALL COMPLY WITH R3OS a(9) . di$IG}[iosi instailatione moat FOR SAFETY GLAZING "F �lII construction must co ply with T •: .�M01 With The National Electrio P Y OPTIONAL BRICKJPRECAST The Standard Swi�r ming Po Code�oL a t, 2vp& Edition and Stets Edition �jw i �, AT POOLSIDE I 1 >. � g!a Amendments ` SUCTION PIPEWO2500 PSI CONCRETE w/6x6x I 0 W.W.M. °K DIAGRAM \\BONDING GRID(3'MIN.INTO DECK) I.. �1 'I MAIN DRAINS AR.E NOT REQUIRED. POOL I FOR SKIMMER MAIN RETURN SYSTEM AIR SPACE MAY BE DRAINED PUMP USING VACUUM LINE WITH SKIMMER. ( \ / I ' SKIMMER. PENTAIR BERMUDA ,) — OR EQUIVALENT RETURN THROUGH ( \ ~� 74d" 2"PVC I FILTER TO POOL \ ^y , c LINE TO Q VAC.LINE '1 I PUMP \ PUMP: 3/4 HP (MIN.) DUAL MAIN DRAINS P!JMP • �. POOL _ WATER LEVEL C • SHELL it — p I �� 3/8" Q (OPTIONAL RETURN LINE PORT) SHELL f _ 1 SHELL O ? ;� m 0 4 ) MAIN DRAIN-- il U y!( OPTIONAL CANTILEVER DECK 5 ' — I �' AT POOLSIDE ' z M '1 / ~ _� IiHN_-- % � O a 0 I m 7/ —�— �� 11 —1 �� BRANCH PIPING U If I LINES TYPICAL POOL OR SPA — 2500 PSI w;FIBERMESH 1 L PVC MAIN'O PUMP _ 3 5"CONCRETE SIAB - Litdon Engine- g Company,Inc. \ W400 // I I , MAXIMUM FLOW IN SUCTION LINE IS 6 FPS ___ ___._ ( -__ i___1.___I o�•f •B' • 920 : reset Shores Dr. VAC LOCK /�—' 3 9 �r�n■ ■ ■ • I L I I ° y`'`•.' •. �Q�e a lS j` '� I I nn ela,FtOnda 397. ��--___M I i SEE ANSI!AI'S -?2006 11l■Vi�ii�' '�t e�Q.;'\G. NSA` 4.52)394-2590 Ph.&FAX SKIMMER t ■ ■ ■■ ■ ■ VACUUM i —� i 1 MAIN DRAIN COVER MUST MEET ASME/ANSI Al 12,19,8 {OR i I. " "'' aill r b 1 _ 3 •••rip-VARIABLE LINE EQUIVALENT) — �' .I • ' FLOW CONTROL _---I I /_ ■� No„.- VALVE I MAXIMUM FLOW IN BRANCH L'h,ES IS NORMALLY 3 FPS. ! .� WITH ONE DRAIN STOPPED FLOW WILL NOT EXCEED 6 FPS 1 (1 J#3 01#5 REBg A ' • PUMP i, IN OTHER BRANCH LINE, e COMPACTED EARTH • s 0 �,I _ ALL PLUMBING LINES 1 6 •. ST ti I s , CvJ� FILTER 2"PVC SCH 40 I THICKENED EDGE OF SL`,B °��'•, L'9\O \ e BUILDER SHALL PROVIDE SCHEMATIC PLUMBING DIAGRAM AND i!i e Q '`G CALCULATIONS WHERE REQUIRED. I •�•FF•• •••••;• �g. f0 ■• •- IJ :ary '3. 2010 . _ 71 --i r • 17TH STREET s, N z 3 PR=OJECT z .., -s7 C\ SITE rs n . Z 4-0009-03-006 �� D T.S CHU TERRACE < 0 NOW OR FORMERLY < a rn m WILLIAM B. AND SUSAN L. BLAKELY c rn tTI -____ z 6' WOODEN 18TH STREET S 71°OO'OO" E —11.- 48.00' r FENCE IRF ,.. . IRF VICINITY MAP 1 �',,`,, \ 1111111 \ `� X ,1 ,\\ �c I NOT TO SCALE I `c \ `\ -- n - )2 >2// ,>/ 27> /�-%i I I , / Hv C , / 3D 3' WE EN 4 STORY PICKET FENCE / WOODEN FRAME I ROOF EAVE / RESIDENCE 4TH AT / _ BUILDING CORNER „ .° 0.26' INSIDE SIDE LINE No I Nom'\\� \\'\\ '\N v / 'v,�/ s vi o //„- ! J r O I V -�/; 3RD AND 4TH o I;” / i FLOOR WALL - x 1ST AND 2ND le„-:„--,,,--,, , C3 L_T-.-t __L,..1,_ - / FLOOR LINE I ' 4-0009-03-010 4-0009-03--045 �- / z - -T I__ / i '� !', NOW OR FORMERLY NOW OR FORMERLY i _. ; //' rr 7 < JULIUS EDWARD HOWELL, JR. MARY COLSON AND BRUCE FREYERMUTH L 1-- I +' L.T.- _, — ` • / k', 2ND, 3RD, AND AND CAROLYN R. HOWELL E L'._L —A / - 4TH FLOOR ' i ', L.— L, '- Ti_ HVtC / V BUILDING PERMIT NUMBER 10-0110 11 __ _.:..y'_ L. 1 Z. �_',7__.1.j ' __I-1 ► ( // r, OPEN CONCRETE THIS PLAT OF SURVEY CANNOT BE ALTERED OR AMMENDED i i PARKING AT „ Q _.__L_ _' / �' IN ANY WAY WITHOUT EXPRESS WRITTEN CONSENT OF �' I / EDGE OF 4TH I' GROUND LEVEL `� 1 '-`T^`, / FLOOR DECK -t ./ z v CHATHAM SURVEYING SERVICES, INC . 1_,.I .-...y - _ BUILDING CORNER p1 _ELEC�y r , j %'� ROOF SAVE a cO 17.78' TO R/W W C1" L .r.METE\r 2ND FLOOR i LINE AT 038' INSIDE SIDE LINE P.I.N. 4-0009-03-009 ,I _ � / WALL LINE ' ,- i 4TH STORY x r. I / z Li :�. y: I \ ` ►�IVI���` A 'I :" --- ROOF EAVE REFERENCES 1 18 DB 237—Y PAGE II i \ 2ND 1ST FLOOR LOOR `., 7 , 1, •C -� 16.73' TO R/W PRB B PAGE 040 � OVER 1ST FLOOR \ "� i .1!.; � K/ -•k+I -r--- -__Z- `�! �. j ti* 0.14' INSIDE SIDE LINE 3' VINYL \ f � � PICKET FENCE i r 1ST FLOOR l'- zz /,1/� 1P .' wATE2 : ► . HEIGHT OF ROOF AT THIS IN ACCORDANCE WITH F. I ,R•M. MAP NUMBER _L , r III► / , ' , ' CORNER IS 34.4' ABOVE GRADE 1305100326 F, INDEX DATED _.! ± - 1 ._ 1L', ■ CORNER OF 4TH SEPTEMBER 26, 2008, THIS PROPERTY GRDUND.FLOOR ��' 'I[� DOES LIE WITHIN A DESIGNATED s I— I �--.-_i-.,.,_-:-. .., � WALL LINE � STORY DECK --x—X--X---I _`- T •- • • • 10.60' TO R/W FLOOD HAZARD AREA. (ZONE AE ELEV 13) $ y - -L-� ! • ' • • ' 0.26' INSIDE SIDE LINE (NAVD 1988) i , i .i-r r r' . S 71.00'00" E JT- - 100' IRF 48.00' -41--- N 71°00'00" o� IRF ERROR OF CLOSURE (PLAT): 1 / INFINITY ANGULAR ERROR: >1'' PER POINT OVERHEAD TELEPHONE TOTAL AREA : 0.0771 ACRE (3,360 s.f.) AND CABLE TV LINES METHOD OF ADJUSTMENT: NOT ADJUSTED T.S. CHU TERRACE 20' R/ EQUIPMENT USED: SOKKIA SET 4110 TOTAL STATION I OVERHEAD POWER LINE SHOWN MAGNETIC PROPERTYL I NE BEARINGS ARE FROM TO EASTERN ADJOINING i RESIDENCE THE ABOVE REFERENCED RECORDED PLAT OF SURVEY (PRB B PAGE 040) . IRE DENOTES IRON ROD FOUND 1 t i AS—BUILT SURVEY OF LOT 9 OF A SUBDIVISION OF LOT 104 WARD NUMBER 5) TYBEE ISLAND KNOWN AS 14 T.S. CHU TERRACE _--_ CITY OF TYBEE ISLAND, CHATHAM COUNTY, GEORGIA & /E R G j JAMES M , KEATON FOR () S r f,p o� Ga. Reg. Nn, 2743 y JOHN MARK SCHR®DER, JR, AND BETTY ''Y . SCHRODER No. 2143 ��_ _ t-i CHATHAM SURVEYING SERVICES, I NC . 10 05 0 10 20 FIELD AS-BUILT. �les. 0.- 1` IN MY OPINION, THIS IS A CORRECT REPRESENTATION } S'I'D OF THE LAND PLATTED AND HAS BEEN PREPARED IN P . ❑ . B❑X 61649 '., MARC H 30, 2010 F SAVANNAH, GEORGIA 3142 Q 1° = 10' DATE OF PLAT.S CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF GEORGIA LAW. 912-303-0302 MARCH 31, 2010