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615 Selva Lakes Cir (vault) Nov- 18-98 09 : 30A P . 01 Ci i Y CF A7;LANT1C EEACH ROOFING FERMI i APPLICATION CLVNER CF =RCFE c'YiT/ /i/�/� CCNTriAC-C-R:�/�/C/7i9�c, CCN RAC 7 CF•S ACCRE . 1E22 i'l ' ,� iPz"-z - f 71C- S7r'c _.C'cI`dS� NUMEER: O g 7 ^i E. 5e' `/-o?,2S-dv,aro vEECRIEE%rVCRK EE F;�FvR,ir1EC VAL;-'A ;CN CF .=RCFCScC S;Gva' RE CrlFC� NEi: �Q"21 SGvAi'uF=CFC N iiACTCn ZNCRN 'C ANO SLIEST=IEi;C SEFCFE ME THIS _CAY JF o;-ti-7-) NOTARY r6L C L:aOdiN Irsurarce Su=lies' "o. '�'�y., Gayle M.Clark lNcr.<ers Ccmcensaccn :n"rar.c -upajiec =.; ._ MYCOMMISSION# CC901059 EXPIRES �• January 10,2004 "'• PF ; BONDED TNRU TROY FAIN INSURANCE,INC. Conrrac,cr !.;cense infcrnatIcn Sucoilec Cccucancrai :cense InfcrrraCcn SuDoliec n� CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FI 32233 - Tel. (904) 247-5826 ROOFING PERMIT LOCAT`vN•NFOR Ai10Wn'. . Permit Number: 19650 Address: 615 SELVA LAKES CIRCLE Permit Type: RE-ROOF ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SELVA LAKES Est. Value: Parcel Number: Improv. Cost: 2,200.00 - ~OWNER`INFE�RM/ TiCIN -- - - Date Issued: 3/01/2000 Name: TINNEY, JAN Total Fees: 37.50 Address: 615 SELVA LAKES CIRCLE Amount Paid: 37.50 ATLANTIC BEACH, FL 32233 Date Paid: 3/01/2000 Phone: (000)000-0000 Work Desc: REROOF �tPPt [C#`[] :FEE.S= R. D. WOODS ROOFING PERMIT 37.50w Isle NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $37.5014 _ < Date: 3/81/88 81 Receipt: 883846 CITY F ATLA TIC BEA CASH 888832i'1888 5 MIN. REETUkiN Q )HONE#a i - `� Book 10419 Page 1983 tgll 2002088370 0419 837{i Page: 19133 Filed.K Recorded 03/29/2002 12:42:42 PM. JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY NOTICE OF COMMENCEMENT TRUST FUND $ 1.00 RECORDING $ 5.00 TO WHOM IT MAY CONCERN.- The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF CONIiMENCEMENT. Description of Property (OtS -_S0(k_W, CaA{QS a ccko ,A 'fi_ I76 38elam- zF(, General Description of Improvements_' L F' f1i�IL� c.a Lir) cc) Gwner Address:! ,-g Owner's interest in site of improvements: M Fee Simple Title Haider (if other than owner) Name Address Contractor_ Cc'> A/e X_" Address Surety (if any Address Amount of Bond $ Name of person within the State of Florida designated by owner upon whom-notices or other documents may,.b served: Name Address In addition to himself, owner designates the following person to receive a copy of the Leincr's Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). Name Address: ` POtrlGld Amaroeft Q /ff a*$� `1% •: .T W COMM 1 ED # CC947012 W August 27,2004 O er BOI M 7HRU TRU FAN 013MAICk INC Swom to and subscribed before me this t�Zq __ - of �- Aja a�,� //CITY OF Office of Building Official 1Ito REQUEST FOR INSPECTION Date ! �� Permit No. Time A.M. Received _ PM. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. Tues. t� Wed. Thurs. Friday PM. Inspection Made `` A.M. / P.M. Inspector_ ��X Final Inspection ❑ Certificate of Occupancy ❑ FLORIDA BUILDING CODE 2001 DESIGN PRESSURES FOR OPENINGS JOB INFORMATION Wind Velocity(mph) 120 Importance FactorPrepared By LARRY HIGGINS Exposure Category ffi �� Client Name JAN TINNY � Internal Pressure Coefficient t/-0.18 �. STRUCTURES Job Description RESIDENTIAL, Mean Roof Height(ft) 23 Z INTERNATIONAL,LLC Two Story Building Width(ft) 26 �_� Building Length(ft) 46 Roof Slope (x:12) 7 Job Number 249 OPENING OPENING LOCATION OPENING OPENING EFFECTIVE MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEV.(ft) HEIGHT(ft) WIDTH(ft) AREA(sf) PRESSURE(psf) PRESSURE(psf) 1.R T .DbL Hun -#"303 5 5 6 3 18.0 33.0 iF2' T .Dbl.Hun -#303 5 -43.4 5 6 3 18.0 33.0 -43.4 MBR 1 T .Dbl.Hun -#303 5 12 6 2 12.0 MBR 1 T .Dbl.Hun -#303 5 12 33.9 -45.4 6 2 12.0 33.9 BR 2 Dbi Glider Std.-#402 5` X5.2 13 4 4 16.0 Kit.Nook Dbl,Glider Std.-#402 5 33.3 4 9 5. 4 5 20A 32.8 42.9 LR u Dbl.Hun -#303 4 15.5 3 3 go Office/loft Dbl.Glider Std.#402 5 14 4 34.3 -37.3 4 16.0 33.3 Din Rm. DDbl. -43.9 Glider Std.-#402 5 5 4 -5 20.0 Diri.Rrti. bt T Grider Std.-#40232.8 -42.9 5 5 4 5 20.0 32.8 LR u Db). Picture#402 5 14 3 X2.9 5 -43.4 18.0 33.0 LR u r S Sha #303 5 14 2.3 5 115 M.Closet Octagon: #303 5 34.0 -45.4 14 - 2 2 .4.0 34.3 -46.0 tj i . Width of Edge Strip(a)in feet= 3 h 5 I 5 G ® a 5 5 FBC_Openings Copyright 2002,Structures International,LLC 4!18!2002 Attn: Larry Higgins Fax: 247-5845 Here is the information you requested in order for me to obtain a building permit. Bldg width and height - see attached Roof slope - Front/back 7x 12 Over garage 5 x 12 Height in feet to bottom of sill - dining room- 3 ft Living room/lower-I foot Living room upper-14ft Master Bedroom-I ft (Bedroom #1) Bedroom #2 - 3 feet Office - 4 feet Kitchen -3 feet Closet -5feet I have also attached additional window specs. Please call at 249-4983 if you need further information. �,-Thanks, an Zinney i m I E E T — m o m m Lt! O� - W � m w r2 Ln Ln O �M UULM cc _ ° mE O O ❑ W❑ Li c x + m z s U Z � W Z' F- Z C m m c m am WN o Quo a o -�� Ln i WZ o c c� Ln (DC • • o rn U O ON CL m x CD"� O ! O W F- o -+ c+1 r+t pca , U m �— Cr LL. Z O'o w o LL v>U - O V O W o Z O 0-4 m - LL � tRt a > O I O �r � Wz Ln CD c L91) - m W p C U O O m -14 m Q •O IL S 0 L- J7 C C U m .E - �� C C CD W LL Z CRESTLINE °MODEL 303 DOUBLE HUNG WINDOW PRIMED CLAD INSTALLATION INSTALLATION A. Rough Opening 13/4"galvinized roofing nails are recommended to install unit. 1. Check to be sure opening is proper size. A. Rough Opening 2. Sill plate must be level. 1. Check to be sure opening is proper size. B. Unit 2. Sill plate must be level. 1. Open sash and check unit operation. B. Unit 2. Close and lock sash. 1. Open sash and check unit operation. G. Unit installation 2. Close and lock sash. 1. It is important to seal the brickmold to the sheathing by applying C. Unit installation. a 3/16"continuous bead of caulk to the back side of the brickmold 1. It is important to seal the nailing fin to the sheathing by applying a prior to placing the unit in the rough opening. 3/16"continuous bead of caulk to the back side of the nailing fin prior to 2. Be sure frame Is level,plumb and square before nailing. Side placingthe unit in the rough opening. jambs should be shimmed to a true vertical alignment to Insure 2. enterr unit in opening. proper,uniform opening for sash widths. Sill must be shimmed 3. Nail one bottom corner(using 13/4"roofing nails)through nailing fin. level to assure sealing of sash. 4. Level unit and nail opposite bottom corner. 3. Check diagonally corner to corner for squareness.Jambs should 5. Square unit. Check the bottom rail reveal across the sill. be the same distance apart at all points.Unit is square when 6. Nail top corners. dimensions are equal. 7. Shim behind side jambs. (Be sure unit jambs are not bowed in or out.) 4. Do not crowd frame in the opening! Check squareness before 8. Sill must be shimmed level to assure sealing of sash. and during nailing. Insulate behind Jambs and under the sill. g_ Check squareness of unit and complete nailing through nailing 5. Nail through Brickmold into stud 2' from each end and W-10" fins with 13/4"roofing nails,spaced not more than 10"apart. on-center. 10. After exterior finish(siding,etc.)Is applied,caulk around PAINTING INSTRUCTIONS complete perimeterunit. 11. Insulate behind jambss and under sill(be careful not to bow jambs 1.This unit should be painted with a quality topcoat within 30 days after in). For best energy savings,tape space between frame and installation following paint manufacturer's instructions. studs before trim is applied. 2. DO NOT PAINT EDGES of Double Hung sash that slide on vinyl tracks. Paint will seriously affect their efficient operation. CLAD FINISH 3, DO NOT PAINT HARDWARE OR WEATHERSTRIPPING. Paint will The exterior aluminum Crestclad requires no additional finish. Touchup kits seriously affect their efficient operation. to repair an minor damage or scratches are available from your Crestline 4. Interior of sash and frame are ready to be stained and clear finished, Dealer. y or painted. To maintain the like new appearance on the clad exterior surface,occasional ATTENTION HOMEOWNER! This label is designed to remove easily. cleaning with mild detergent and water is recommended. Just peel label off glass. If any residue should remain,wash off with water. CAUTION:This window is glazed with annealed glass and should be handled with care. PRODUCTSIZETESTED TEST LEVEL CRESTLINE MODEL 303 CLAD DOUBLE HUNG HU44X60 HR-30 ' ATTENTION ! CRESTLINE MODEL 303 PRIMED DOUBLE NG 44 X 60 HR-30 ■ INSTRUCTIONS FOR YOUR TILT WINDOWS BrickMason/Siding Contractor TILTING . Provide a minimum clearance of W from brick or masonry Open window 6"to 8"from bottom. Grasp top of veneer to bottom of window/door unit. lower sash and pull lightly toward you. With other . Failure to provide adequate clearance could result in sill bowing and hand,depress side spring balance channels,so P q that the window sash lumps over the track of the improper unit performance. vinyl channel. • Thoroughly rinse brick cleaning solutions from the unit with clear HOLDING WINDOW OUT OF TRACK AT ONE water. Acid solutions used to clean masonry can damage the glass, SIDE-depress vinyl channel on opposite side in fasteners,frame and hardware. the same manner. To tilt upper window sash, repeat same as above. WASHING THIRD PARTY CERTIFICATION Window sash may now be tilted as shown for MANUFACTURER: ADMINISTRATOR: cleaning glass on outside. FOR BEST RESULTS, SNE Enterprises,Inc. WARNOCK HERSEY,INC. ALLOW BOTH WINDOW SASH TO REST IN A A Subsidiary of 8431 Murphy Drive DOWNWARD POSITION WHEN CLEANING. THE PEACHTREE COMPANIES,INC. Middleton,Wisconsin 53562 1000 Southview Dr. Keep windows as level as possible across opening. Mosinee,WI 54455 w" REMOVING '"OCk Hersey Tilt and move bottom rail up near center of opening and angle sash. CAUTION:Springs may �® fly up if sash is removed near sill. •. REPLACING The WH certification mark found on Crestline product labels indicates If for an reason the windows come out of the compliance to Warnock Hersey,Inc.certification requirements.Warnock y Hersey,Inc.is a nationally recognized independent third party testing and frame,they may be replaced by holding the sash certification agency approved by the Department of Housing and Urban at an angle and placing the pivot pins in the holes Development(HUD). provided in the plastic glides at the bottom of the springs. Manufacturer stipulates conformance with ANSI/AAMA/NWWDA I.S.2-97 ADJUSTING per HUD UM UMIII. In some cases a sash may slowly creep when Water Repellent Preservative Treated in accordance with I.S.4 NWWDA Uc. fully open or closed. Tilt sash,turn adjusting No.184. Copies of warranty are available at your Crestline Dealer. screws clockwise until creeping stops. Labl-08 08/01 MDLK CRESTLINE® WOOD/CLAD GLIDER MODEL 402 WINDOW PRIMED CLAD INSTALLATION: INSTALLATION: Carpenter 13/4"galvanized roofing nails are recommended to install unit. A. Rough Opening A. Rough Opening 1. Check to be sure opening is proper size. 1. Check to be sure opening is proper size. 2. Sill plate must be level. 2. Sill plate must be level. B Unit B Unit 1. Open sash and check unit operation. 1. Open sash and check unit operation. 2. Close and lock sash. 2. Close and lock sash. Unit Installation. Unit Installation. C. 1. It is important to seal the brickmold to the sheathing by applying C. 1. It is important to seal the nailing fin to the sheathing by applying a a 3/16"continuous bead of caulk to the back side of the 3/16"continuous bead of caulk to the back side of the nailing fin prior brickmold prior to placing the unit in the rough opening. to placing the unit in the rough opening. 2. Be sure frame is level,plumb and square before nailing.Side 2. Center unit in opening. jambs should be shimmed to a true vertical alignment to insure 3. Nail one bottom corner through the nailing fin. proper,uniform opening for sash widths.Sill and head must be 4. Level unit sill and nail opposite bottom corner. shimmed level to assure sealing and proper operation of sash. 5. Square unit.Check the bottom rail reveal across the sill. 3. Check diagonally corner to corner for squareness.Jamb should 6. Nail top corners. be the same distance apart at all points. 7. Shim behind side jambs.(Be sure unit jambs are not bowed in 4. Do not crowd frame in the opening!Check squareness before or out). and during nailing. 8. Sill and head must be shimmed level to assure sealing and proper 5. Nail through brickmold into stud-2"from each end and operation of sash. W-10"on-center. 9. Check squareness of unit and complete nailing through nailing 6. Insulate behind jambs and under the sill. fins with 1 3/4"roofing nail,spaced not more than 10"apart. 10.After exterior finish(siding,etc.)is applied,caulk around complete PAINTING INSTRUCTIONS perimeter of unit. 11.Insulate behind jambs and under sill(be careful not to bow jambs 1• This unit should be painted with a quality topcoat within 30 days after in).For best energy savings,tape space between frame and installation following paint manufacturer's instructions. studs before trim is applied. 2• DO NOT PAINT EDGES of Glider sash that slide on vinyl tracks. CRE$TCLAD®CLAD FINISH Paint will seriously affect their efficient operation. 3• DO NOT PAINT VINYL TRACKS or any weatherstrip on these units. The exterior aluminum clad requires no additional finish.Touch-up kits to 4• Be sure all operating hardware is clean and free from paint, repair any minor damage or scratches are available from your Crestline Dealer. plaster or foreign materials. CAUTION:This window is glazed with annealed glass and should be 5• Interior of sash and frame are clear,natural wood,ready handled with care. for paint or stain finishing. PRODUCT SIZE TESTED DPTEST LEVEL CRESTLINE CLAD GLIDER WINDOW MODEL 402 717/16X471/2 HS-R30 CRESTLINE PRIMED GLIDER WINDOW MODEL 402 71 7/16 X 47 1/2 HS-R25 ! ATTENTION ! Just HOMEOWNER:This label is designed to remove easily. peel label off glass.If any residue should remain,wash off with water. Brick Mason/Siding Contractor THIRD PARTY CERTIFICATION • Provide a minimum clearance of W from brick or masonry MANUFACTURER ADMINISTRATOR: veneer to bottom of window/door unit. Crestline,SNE Enterprises,Inc. WARNOCK HERSEY,INC. • Failure to provide adequate clearance could result in sill bowing and A Nortek Company 8431 Murphy Drive improper unit performance. 1000 Southview Drive Middleton,Wisconsin 53562 • Thoroughly rinse brick cleaning solutions from the unit with clear Mosinee,WI 54455 water. Acid solutions used to clean masonry can damage the glass, Wamock Hersey fasteners,frame and hardware. OPERATION OF GLIDER SASH: To remove-Slide inside sash to center of opening, depress The WH certification mark found on Crestline product labels indicates head track to disengage head track from to rail of sash and compliance to Warnock Hersey, Inc. certification requirements. Warnock P Hersey, Inc. is a nationally recognized independent third party testing and swing top of sash to inside. Repeat for outside sash. certification agency approved by the Department of Housing and Urban Development(HUD). TO REPLACE GLIDER SASH: Manufacturer stipulates conformance with AAMA/NWWDA I.S.2-97 per To reinstall- Position bottom rail of outside sash to outside HUD UM III. bottom track at the center of the unit.Swing top of sash to head track, depress head track to allow top of sash to Water Repellent Preservative Treated in accordance with I.S.4 NWWDA Lic. engage outside track at head jamb.Repeat for inside Sash. No.184. Copies of warranty are available at your Crestline Dealer. LABL-05 11/99 MDLK Building Sketch E an Tinne jo Code 32233615 Selva Lakes Circle Cou DuvalState FLeache Financial Co /32256 18.2' Screen Porch 0 m 7.7' TV M Open to Below 0 Nook Loft 14.0' Living Room Kitchen N FMaster Bedroom � o a � 1/2 Dining Bath r12 yer Walk-in �s• Bath Cl • Entrance Bath o 6.0' 16 Bedroom a.0' 12.0' 20.5• s�cn cy Avex iv windows"' Comments: r VING AREA BREAKDOWN rGAR REA CALCULATIONS SUMMARY Breakdown Subtotals Size T127 Areae of Area or718.92 2 0 2.00 t Floor 2.0 x838.97 17.40 ond Floor 2.0 x 8.7145.60 26 6 484.12 een Porch 18 2 x428.704.2 7.14 age 1.7 x 26.7 208.26 7.8 x loor 224.00 8.0 x 28.0 W C7 z X = m z m cn O � W r O � O --A � O m O c N) N (77C rn ■ C) Z 00 X _ z m to O ON � Z r C7 Om Xcn m X 00 m v X 0 0 4 O N m z O m xU) I rn C7 Z O C) ■ z rnU) O OTz Z7 m m 0 o U' z nn X _ zm m � z TIC) D m D c� x O � O m p m p T' m X X Q m i-- O D r cn 0 z On zm M -' O K C7 w zOn m = m w m m O O O � � z z G) O O T O Z D r r ■ Z_ Z G7 O O m m x m O D r r w O n w � � Z n ■ mem C7 N ■ Z X m m � -n rm 0n O i� Z G7 O O co D 7 m i m 70 -' D .n r m r m O 013 -n -n Z u, r r 0 nO O m X cn G _ W n Z ` z00 = mcmi) Cf) O i) ■ � N Oo � Z C7 Z = mm mC/) 00 _ m � � n O -n Cl) r OO _ ori t� � N 0 O Z x n Z = mm mCl) ■ ^ -.1 l/ 0 ■ Z ZOn m = M U) rn -n z r n O Om O O T i R l O w nz On z mU) w m n O z r O O O 41. nz On c� Ile m m s Saks Order amt 308 Orcler Date 02/28/02 Premier Windows and Cabinets, Inc. ® 5772 Mining Terrace 'RECEIVED Jacksonville, FL 32257 US CEIVED ® Telephone 9(14.282,2625 Fax 9(14-282_72720 Biii To: Ship To: z 12 TINNY CItY Of Atlantic 0--aCh FL 615 SELVA BL'l';rd'jnb and Zoning USA ATLANTIC BEACH JAX, FL Lot Subdiviskm THUS IS A D-VIESTI:"ATE Customer Ship Lia F.O.B, Terms Purchase Order Number Salesperson Reference No, CzSbMW C.O.D. MW Q ShippedItem Number Unit Price 4ty.Ordered "t_xsendrd Prim - Item Description NOTE:If not listed separMy in totals,all unit prfoes include any appiicanle Florida Or Georgia taxes 1 1 I 0 01 CLMISC 5484.980 5484.98 I I 1CRESTLINE WOOD WINDOWS SEF ATTACHED ILLUSTRATED QUOTATION 127_WINDOW DELIVERY I 1 I INCLUDED 1 0 IMiSC 000 0.001 I I MISC. INSTALLATION CHARGE 1 i I I 1 I I I NOT€:DUE'".+T14C CUR-RENT€MERCY AND MARK€T Co"I''DITIONS.ALL 0110T.ES WILL BE SU JECT TO PREVAILING PRICES AFTER 90 DAY'S. NO TRIM OR INSTALLATION INCLUDED IN BASE PROPOSAL. Taxable Materials 0.001 � Tax 0.00 Installed Materials 5494-98 Installation 0.00 Total Order 5494.98 Print Date: 02/28/02 4.23 PM Customer Original Page t Za 3EIVd d3IW3dd ZLZLZ9Zba6 9E:LI 7,00Z/8Z/ZO L i'nong Quoreif37der Form/Medium Font PRINT DATE: !! 02/22/2002 Imm Cr a sssine MkJw617acn QUOTE: 000027 CUSTOMER: JOB NUMBER: 1a PROJECT NAME: 000D27 PO#Z SALES REP; MIKE WEITNAUER TERMS: BILL. TO: SHIP TO: CONTACT: JAN TINNY CONTACT: JAN TINNY PHONE: 24"953 PHONE: 249-7963 FAX: FAIL: ADDRESS: 615$EVA AODRESS: 615 SEVA SELVA LAKES SFLVALAKES JAX,FL JAX,FL COMMENTS: Dchvery/Pickup: Delivery 75%DUE UPON PLACING ORDER REMAINDER DUE AT TIME OF DELIVERY ITEM&SIZES LOCATIONITAO PRODUCT nESCRIPTION UNIT PRICE TOTAL PRICE j g i, LIVING NUUM Qty.=2 Job Number UD Bicoe =5 IA "W x 71 I CrejlClad Double Hung Stsrwlard =34Contigumhow 1 WIdE 1 High RO$¢e=7 11 13!16'W x z 5 5'' H 11 3118"H I CLWDHobIk111AC Size Type:Custom Unit Dimension Size E)athiur Gulul.Dark Bronze Interior IV3!e.^.a!:Natural Pine Interior Finish:None IIGlazing.Clear Insulated Grille Posfion:No Grille(s) 4 Hardware Type:Standard Hardware Finish'Copper Jambling Cnlnr Almnnel Screen:Flbergtass Screen Color:Dark Bronze Screens Shipped Loose:No Extension Jamb:i 9/16" Edenslon Jamb Material:Nature!Pine Nailtiw Yes $ 569.00 $ 1,138.00 Quote A 000027 Page 1 Of 6 SmartQuole Verson 1.0108 EG 30Vci a3IW9dd ZLZLZ9Zt06 9E:LT Z00c,/8EiZ@ ITEM 6 SIZES LOCATIONTrAG PRODUCT DESCRIPTION UNIT PRICE TOTAL PRICE 0 OOD2 BEDROOM$1 Q;y.-2 Job Number=to UD Size=23 1l'2"W x 71 1/7'H Cte5lClad Double Hung Standard RO Si7a=7 0 1/1 t3"W x 5'11 1111 B`H Configuration:1 Wide 1 High CLWDmvwi%10AC Size Type-Custom Unit Dimension size Exterior Color Dark Bronze Interior Material:Natural Pine Interior Finish:None Glazing:Clear Insulatoa Grille Position No Grilles) Hardware Type Standard Hardware Finish.Copper Jambliner Color.Almond Screen:Fiberglass 3or=n Color:Dark Bronco Screens Shipped Loose:No Etdenslon Jarnb 49116" Extension Jamb Material:Natural Pine Nailfin:Yes S 40.4 00 S 99e.Ob !rpO? BED tt 2 Job Number=1 a CrestClad Double Glider Standard UD Size=471/7'W x 47 112"H RO SIze-4'0 1116'VV x 3'11 518"H Configuration-1 Wide? High GLWDGobtkl/tAC Size Type:Custom Unit Dimension Size Exterior Color:Dark Bronze ---- ,:_-„_- Initnor Ma?enal:Natural Pine ` Irrterlor Finish:None Glazing:Clear Insulated I Grine Stle:No Grille(s) jHardware Type'Standard Hardware Finish.Copper 1 Jambliner Color:Almond Ifl Screen:Fibergtsss Screen Color:Dark Bronze �I Screens Shipped loose:No Extension Jamb:4 5115' II Extension Jamb Material:Natural Pine Nailfin:Yes S 555.00 55500 pualuS 000027 Paps 2 Of 6 SmartQuoto Vcrrion 1.0108 b0 3E)dd 63I1A36d ZLZLZ9Zb06 9E:LT Z00Z/8Z/Z0 ITEM&SIZES LOCATIONfTAG PRODUCT DESCRIPTION UNIT MCE TOTAL PRICE Ji 0004 OFFICE Job Number=to UD Size-47112"W x 47 112"H CTestCiad Double Glider Standard RO Size-3'11 911T W x 3'1 1 1/8"H Configuration.1 Wide 1 High CLWDG.U11%1/1AC Size Type:Custom Unit Dimension Size Exterior Color.Dark Bronze -- Interior Material:Natural Pine Interior Finish:None Glazing:Clear Insulated I1 i Grille Style:No Gnu(s) Hardware Tyro Standard 1 Hardware Finish:Copper i I Jambiiner Color:Aimond Screen:Fiberglass Scrccn Color,Dark Bronze 1 Screens Shipped Loose:No Extension Jamb:4 9116' Extension Jamb Material.Natural Pine Nailtln:Yes F 55600 Y 665.00 0 0005 DINNING ROOM Oty.e Job Number=to CrestClad Double Glider Standard LID Site=59 14'W x 47 112"H Conrtgura ion: 1 Wide t High RO Size=4'ii 13116'W x 3'11 5l8"H CLWDGobIx111AC Size Type:Custom Unit Dimension Size Exterior Color:White - -- — I Interior Material:Natural Pine IrAc^-� Glazing: :Cleh None Glazing:Clear insulated Grille St'¢e:No Grilia(s) Hardware Type:Standard i Hardware Finish.Copper l I Jambiiner Color:Almond II I Screen Fiberglass Screen Color:White Screens Snipped Loose:No i Extension Jamb:4 9116' Extension Jamb Materlal:Natural Pine - Nalifin:Yea $ 555.00 $ 1,110.00 Quote 2 OD0027 Paue 3 Of 6 SmanQuote Version 1.0109 S0 3rJt1d -d3IW38d ZLZLZ9Zb06 9£:Li Z00Z/8Z/710 ITEM&SIZES LOCATIOWTAG PRODUCT DESCRIPTION UNIT PRICE TOTAL PRICE L"v"X KITCHEN NOOK Qty - Job Number=1a CrestClad Double Glider Standard UO Size=59 1!4"W x 47 112'H Configuration:1 Wide 1 High RO Size=4 11 13118'W x 611 518"H CLWDG0b1K1/IAC Size Type:Custom Unit Dimension Size Exbo-rior Color,Dark Bronze Interior Material:Natural Pine Interior Finish:None 1�J I l Glazing:Clear Insulated Grille Style:No Grillr(s) Hardwam TYW'Stand3rd q Hardwere Finish:Copper III Jambiiner Color:Almond Screen:Fiberglass Screen Color Dark Bronze -Screens Shipped Loose.No Extension Jamb,4 9/16" Extension Jamb Material:Natural Pine Nailfin:Yes $ 556.00 S 555.00 9 0007 CLEAR STORY LIVING ROOM City.=1 Job Number-I CrestClad Double Hung Picture—Direct Set UD Sao=35"W x 35"H ConfiDuration 1 Wide 1 High RO Size=2'11 9/16'W x2 11 112"H CLWDHPICAI/1AC Size Type:Custom unit Dimension Size Exterior Colon Dark Bronze {rtenrirtlatcrioi.NtAuixd Pine Interior Finish:None Glazing:Clear Insulated I IGrille Style,No Grilles) Extension Jamb:4 9/16" Extension Jamb Material:Natural Pine Nailfin:Yes Surround Option:Standard Direct Set i S )19.DO $ 319.00 Ouolo* 000027 Page 4 Of 6 SmarlQuote Version 1.0106 90 39Cd d3IW3dd ZL7,LZ9Zb06 9E:Li Z00Z/8Z/Z0 ( ITEM Q SIZES LOCATIONaAG PRODUCT DESCRIPTION UNIT PRICE TOTAL PRICE I 1f 0008 CL ERAR STORY LIVING ROOM Qty.=1 Job Number=^a CrestClad Doubie Hung Picture—Direct Set UD Size=71 1/4"V1(r 31.3"H Configuration: 1 Wido i High RO Srze=5'11 13V16"W x 2'11 212"H Cf_WDHPICA1/lAC Size Type.Custom Unit Dimension Size Exterior Color:Dark Bronze Interior Matenal'.Natural Pine Interior Finish:None Glazing Clear Insulated Grille Style:No Grille(r) Extension Jamb:4 9/16' (I ! Extension Jamb Material:Natural Pine j Narifln_Yes �_.,_............. ...____ IJ Surround Option:Standard Dire--t Set $ 469.00 $ 469.00 # 0009 CLEAR STORY LIVINGROOM Job Number=1a RO Sia=5B"W x 40'H X 15"LegH CrestClad Specialty Shape Trapezoid Configuration:1 Wide 1 High CLSSSTRAPI/1 AC Size Type.Custom Rough Opening Size Handing:Right Hand FrAmsk SMP•Dlroct Set(301)-Us4d with Double Hung!All Doaro Exterior Color:Dark Bronze Interior Material:Natural Pine Intencir Finish:None ` = Glzuing:Clear lnsulared Grille Style.No Grille(s) Extension Jamo:4 911(3" Extension Jamb Materia!:Natural Pine .. ........ Nallfin:Yes Surround Option:Standard Direct Set $ 553.00 $ 553.00 Quote# 000027 Page 5 Of 6 SmarlOuota Version 1.0108 LO 3E)Vd d3IW3dd 7,LZLZ9Zb06 9E:LI ZOOZ/BVZO ITEM h SIZES LOCATION!TAG PRODUCT DESCRIPTION UNIT PRICE TOTAL PRICE tt 0010 MASTER CLOSET Qty.-1 Job Number=1a CreslClad Speciatty Shape Octagon RO Size=231/2"W x 23 1/2"H I Configuration: t Wide I High CLSSSOCTAI/IAC Size Type:Custom Rough Opening Size Exterior Color Dark Bronze Irrtenor Material:Natural Pine Intpilor Finish Nona Glazing:SmartR(Low-E) Gdlle Style No Grille(s) I Extension Jamb:4 9/16" Extension Jamb Matmial.Natural Pine Nalifm:Yes S 437.00 $ 437.00 SUBTOTAL $ 6,689.00 -200 %) s 0.00 SUBMITTED BY: GRAND TOTAL $ 6,689.00 ACCEPTED BY: _ DATE: I I a.noCu:imcn iiiwR`rvrn i iviti fiDUl l IVIVAL IfVhpfZIVIATIC7N Ouote i 000027 Page 6 Of 6 SmartQuote Vcm,on 1 0100 80 39Vd d3I143dd ZLZLZKZ 06 9E:LT Z00Z/8VZO PREMIER WINDOWS AND CABINETS , INC. 5773 MINING TERRACE JACK5ONVILLE , FL 32257 PHONE 901 - 362 - 2525 FAX 901 - 262 . 7272 FACSIMILE TRANSMITTAL SHEET Tc. COMP-104Y. nA�: FAX VI;StBEit TCTAL NO,OF P%C S L`C_-DING CODEX rricnz::u�t� L'1 URGE`T U':Gil qE-;IPS Cl?::.kSE :OMMENT Cl -iECYC:.= NCTES.COsC•1E-ti'75. L vSIS -c CL Li L Com /" 4 F J � X � � 0 �J 2 IE 3�Cid d31W3dd ZLZLZ9Zb06 9E'/-T (700Z/9Z/Z0 HP OfficeJet Fax History Report for Personal Printer/Fax/Copier/Scanner Kelly Management Services 732-296-8573 Jan-00-00 00:00am Last Fax Date Time Twe Identification Duration Pales Result Jan 00 00:00am Sent 2606909 1:30 7 OK . - d from: (3G5 j 824-264e faze mancampany IL Nr To. From: Date: Fax: Re: Pagel: CC: ❑Urgent ❑ For Review G Please comment c Please Reply ® Please Recycle Messag8: Ew- CUIM Ju a ITS TEST REPORT #J99004897-231-04 REPORT OF AIR INFILTRATION, WATER PENETRATION, AND STRUCTURAL PERFORMANCE TESTS OF A MODEL 303 CLAD FIXED WINDOW FOR SNE ENTERPRISES 1000 SOUTHVIEW DR. MOSINEE, WI 54455 BY INTERTEK TESTING SERVICES NA INC. 8431 MURPHY DRIVE i MIDDLETON, WISCONSIN 53562 ;1 TEST DATE: MARCH 25, 1999 i REPORT DATE: MARCH 29, 1999 I All services undertaken are subject to the following general policy: Reports are submitted for the exclusive use of the clients to whom they are addressed. Their significance is subject to the adequacy ! and representative character of the samples and to the comprehensiveness of the tests, examination or surveys made. No quotations from rep r re sl usef authorizedestiby Intertek �ntertekarg Services ck Yn name, logo or mark is permitted excep as exP y t writing. i '• ,�„� .vac "W3 QnQ/ rao CTl SVI Q�:Er 7nr17.i1T/bft RTS'GEST REPORT#J99004897-231-04 AJR,WATER,STRUCTURAL TESTS MODEL:303 CLAD FIXED WINDOW CLIENT:SNE ENTERPRISES pp 1/4 TEST DATE:MARCH 25. 1999 INTRODUCTION This report gives the results of the evaluation of the provided sample (Job #J99004897). The test results descnbed in this report are limited to the submitted items. On March 25, 1999 Intertek Testing Services conducted tests of a Model 303 Clad Direct Set Fixed Window at the ITS Middleton, Wisconsin facility for SNE Enterprises. The tests conducted are listed in the procedure section. The sample was tested according to AANL /NWWDA 101/I.S_ 2-97. SPE C IMEN DESC TI N I. GENERAL I.1 Manufacturer: SNE Enterprises, Inc. 1.2 Model: 303 Clad Direct Set I.3 Specimen type: Fixed Window I.4 Configuration: Single Unit II. FRAME 11.1 Overall dimensions: 72" by 48" 11.2 Structural material: Wood 11.3 Finish: Unfinished Interior/White Clad Exterior ! III. SASH/LEAFS III.I Overall dimensions: N/A 111.2 Material: N/A 111.3 Finish: NIA IIIA Attachment: Integral Part of Frame IV. SEALS/WEATHER TRIP i IV.1 NIA i I I ' � I rnna AtAJ. CRA CTL Yd.i R7. :4T 7007./LT/t0 ITS PEST REPORT 4J99004897-231-04 AIR,WATER,STRUCTURAL TESTS MODEL:303 CLAD FIXED WINDOW CLD---NT:SNE ENTERPRISES pp 2/4 TEST DATE:MARCH 25, 1999 V. GLAZIN V.1 Number of layers: 2 layers, 0.75" overall IG V.2 Coatings: NIA V.3 Fill: 0.5" Air VA Glass sizes: 70" by 46" V.5 Glazing method: Silicone Bedding V.6 Manufacturer: SNS.Enterprises VI. HARDWARE Vl.I Lock: N/A VI.2 Operator type: N/A VI.3 Hinges/Rollers: N/A VIA Snubbers/Interlock: N/A (Drawings of the unit are on file at ITS.) PROCEDURU s in a test buck constructed The unit was installed in accordance with the manufacturers instructions of 2 x 6 lumber and 1/2" plywood, built with a rough opening of dimensions specified by the manufacturer. The following tests were conducted on the assembly: Air infiltration per ASTM E 283 at test pressures of 1.57 PSF. f �I Water Penetration per ASTM E 547 at test pressures of 6.0 and 7.50 PSF. Structural Performance under Uniform Load per ASTM E 330 at test pressures of+60, 40, +75, and-75 PSF. Deformation measurements were taken at+60, -60, +75, and-75 PSF test j pressures. All directional references such as left and right are from the view point of a person facing the interior side of the specimen. Area dimensions are given as (width)by(height). I i ,n n f�h %WTC 0 eTi VV R7:bT 7nn7iiT bn ITS TEST REPORT#j99004897-231-04 AIR,WATER,STRUCTURAL-TESTS MODEL: 303 CLAD FIXED WINDOW CLIENT:SNE ENTERPRISES pp 3A TEST DATE:MARCH 25, 1999 RESULT AIR INFILTRATQ: Sample Area: 24.0 ft2 'fest Numbec 1 Test Pressure: 1.57 (PSF) Sample Leakage: 0.52 (SCF" Leakage per Square Foot Sample Area: 0.02 (SCFNVftz) WATER PENETRATION: Test Number: t 2 Test Pressure: 6.0 7.5 (P SF) Test Method: E-547 E-547 Result: PASS PASS I (PASS/FAII.) (Pass=No water leaked over sill) I i I I I Gnnra, A)47(Z h,74 RbAL CRA STL Xd.4 87. :tT 7007./LT/60 ITS TEST REPORT N]99004897-231-04 AIR,WATER,STRUCTURAL TESTS MODEL:303 CLAD FIXED WINDOW CLIENT:sNE ENTERPRISES pp 414 TEST DATE-MARCH 25, 1999 STRUCTURAL PERFORMANCE: Deflection measurements are taken on the longest unsupported frame member which had a span of 68 inches. Load Deflection Under Load Residual Deformation Actual Allowable Actual Allowable gF (inches) inches +60 N/A N/A 0.033 0.272 -60 NIA N/A 0.029 0.272 +75 N/A N/A 0.055 0.272 -7� NIA N/A 0.037 0.272 Makimum Deformation Allowed: 0.272" (0,4% of span) CONCLUSIONS I The sample under evaluation met the air infiltration, water penetration, and structural performance ± requirements of AAMA/NWWDA 101/I.S. 2-97, F-R50 Rating. Test Conducted by: Report Reviewed by: Russ Burt m Turge Project anagen-Fenestration Pro I Engineering Technician ✓ 1 I I 1 QnnP3 AVIC AV7 QtQ) CRQ CT) YVV4 87. :1,T 7(1117./1.T/bn Intertek Testing Services Re: Intertek Testing Services Test Report Number J99004897-231-04 on a Model 303 Clad Fixed Window. To Whoin It May Concern: Intertek Testing Services has reviewed the above referenced test report issued on March 29, 1999 of the Model 303 Clad Fixed Window manufactured by SNE Enterprises of Mosinee, Wisconsin. The test report was reviewed to determine the window's structural wind load performance. Required Test Pressure for a HUD Zone(I,11,IM Based on 24 CFR 3280305 dated January 14, 1994: Tested Pressure Zone I Zone II Zone III Building Building Building Corner- Corner: Comer: i ±22.5 psf f 48 psf ±58 psf ±75 psf =otherAll All other areas: ±46 psf The window tested passed a structural pressure load of 75 psf for a complete HUD Wind Zone III rating. Y Compiled by: Reviewed by: ,y 4 warnocR Ho.aarr ///�� !/f I �0 Timothy J. Schaeffer,E.I.T. Douglas Tucker, P.E. `f J R �t I �PJ id, Intertek Testing Services NA Inc.e431 Murphy Drlve,Middleton,WI 53562 Telephone Boo-e36-4400 Fax 606-831.9279 Nome Pegg WWW woddleU.00m ITS TEST REPORT#J97014186-231-02 REPORT OF AIR INFILTRATION, WATER PENETRATION, STRUCTURAL PERFORMANCE, FORCED ENTRY RESISTANCE, AND DEGLAZING TESTS OF A MODEL 402 HORIZONTAL SLIDING WINDOW FOR SNE ENTERPRISES 1000 SOUTHVIEW DR. MOSINEE, WI 54455 BY INTERTEK TESTING SERVICES NA INC. 8431 MURPHY DRIVE i MIDDLETON, WISCONSIN 53562 i TEST DATE:JUNE 18, 1997 j REPORT DATE: JUNE 19, 1997 I i All services undertaken are subject to the following general policy: Reports are submitted for the exclusive use of the clients to whom they are addressed. Their Sigpificance is subject to the 1 adequacy and represcntative character of the samples and to the comprehensiveness of the tests, examination or surveys made. ; No quotations from reports or use of Intertek Testing Services/Warnock Hersey's name, logo or mark is permitted except as expressly authorized by Intertek Testing Serviecs in writing. goo AUS 9H3 ML C69 SIL Xv3 6Z:rT Zooz/LI/6o 1TS TEST REPORT#397014186-231-02 AIR,WATER,STRUCTURAL TESTS MODEL:402 HORZ SLIDER CLII?.'VT:SNE ENTERPRISES PP 115 TEST DATE:JUNE 18,1997 INTRODUCTLQLy This report gives the results of the evaluation of the provided sample(Job#397014186). The test results described in this report are limited to the submitted items. On June 18, 1997 Intertek Testing Services witnessed tests of a Model 402 Horizontal Sliding Window at the SNE Enterprises' Mosincc, Wisconsin facility for SNE Enterprises. On June 19, 1997 Intertek Testing Services conducted the Deglazing tests at the Middleton,WI facility.The tests conducted are listed in the procedure section. The sample was tested according to AAMA/NWWDA 101/I.S. 2-97. SPECIMEN DESCRIPTI91i I. GENERAL I.1 Manufacturer: SNB Enterprises, Inc. I.2 Model: 402 Slider I.3 Specimen type: Horizontal Sliding 1.4 Configuration: Dual Sliding IL FRAME II.1 Overall dimensions:71.437" by 47.5" 11.2 Structural material: Wood I1.3 Finish: Aluminum Clad Exterior/Unfinished Interior III SASH/LEAFS I III.1 Overall dimensions:35.338" by 43.938" III.2 Material:Wood 111.3 Finish:Aluminum Clad Exterior/Unfinished Interior IIIA Attachment: Rollers at Sill/Jamb Liners at Head SE IV.1 Bulb Weatherstrip at check and stiles IV.2 Hollow Bulb Weatherstrip at Sill Track I I i 6000] AUS 9N3 8b81 C69 SIL Xvd OCJT ZOOZ/LT/b0 ITS TEST REPORT#197014186-231-02 AIR, WATER,STRUCTURAL TESTS MODEL:402 HORZ SLIDER CLIENT:SNE ENTERPRISES pp 2/5 TEST DATE:NNE 18,1997 V. GLAZING V.1 Number of layers: 2 layers,0.75" overall IG V.2 Coatings: N/A V.3 Fill: 0.50" Air VA Glass sizes: 32" by 41.75" V.5 Glazing method: Silicone Bedding V.6 Manufacturer:SNE Enterpriscs, Inc. VT HARDWARE VI.1 Lock: 2 Single Throw Cam Locks and Keepers VI.2 Operator type: N/A VI.3 Hinges/Rollers: Rollers at Sill VIA Snubbers/Interlock: N/A {Drawings of the unit are on file at ITS.} PROCEDURE The unit was installed in accordance with the manufacturers instructions in a test buck constructed of 2 x 6 lumber and 1/2" plywood, built with a rough opening of dimensions specified by the manufacturer. The following tests were conducted on the assembly: Air infiltration per ASTM E 283 at test pressures of 1.57 PSF. Water Penetration per ASTM E 547 at test pressures of 4.50 PSF. Structural Performance under Uniform Load per ASTM E 330 at test pressures of+25, —12.5,+45,and—45 PSF. Deformation measurements were taken at+45, and —45 PSF test i pressures. Forced Entry Resistance per ASTM F 588. Deglazing per ASTM E 987. All directional references such as left and right are from the view point of a person facing the interior side of the specimen. Area dimensions are given as (width)by (height). OTOQj AH3S 90 StSL C69 STL %dd OC:tT ZOOZ/LT/60 ITS TEST REPORT#197014186-231-02 AIR,WATER,STRUCTURAL TESTS MODEL:402 HORZ SLIDER CLIENT:SNE ENTERPRISES PP 3/5 TEST DATE.JUNE 18, 1997 RESULTS OPFP,ATING FORCE Breakaway: 20 lbf. Mantain Motion: 141bf. AIR INFILTRATION: Sample Area: 23.56 Test Numb= J- Test Pressure: 1.57 (PSF) Total Leakage: 1.97 (SCFM) Leakage per Square Foot Sample Area: 0.08 (SCFM/ft2) wAnR PENETRABO.N_: Fest N_umbern 1.- -2- Test Pressure: 4.50 4.50 (PSr) Test Method: E-547 E-547 Result: PASS PASS (PASS/FAIL) (Pass = No water leaked over sill) Note:Test#1 was conducted with exterior screen in place. i TTOZ AUS 90 ML C69 2% Xdd OC:tT ZOOZ/LT/b0 P TTS'TEST REPORT#J97014186-231-02 AIR,WATER,STRUCTURAL TESTS MODEL:402 HORZ SLIDER CLIENT:SNE ENTERPRISES pp 4/5 TEST DATE:JUNE 18,1997 Deflection measurements are taken on the longest unsupported frame member which had a span of 43 inches. Load Deflection Under Load Residual Deformation Actual Allowable Actual Allowable PSF inches inches +25* No apparent damage —12.5" No apparent damage +45 N/A N/A 0.095 0.172 —45 N/A N/A 0.087 0.172 *Note: Test pressures of+25 and —12.5 PSF were conducted prior to air and water per AAMA 1701.2-85. Maximum Deformation Allowed:0.172" (0.4% of span) FORCED ENTRY RESISTAbLE� Hand Manipulation: Pass(Grade 10) Tool Manipulation: Pass(Grade 10) i Static Load and Locking Device Strength: Pass (Grade 10) i I ' ZTO�j AHM 9K3 ML C69 SIL Xdd Oc:6T ZOOZ/LT/10 IT'S TEST REPORT#J97014186-231-02 AIR,WATER,STRUCTURAL TESTS MODEL:402 HORZ SLIDER CLIENT:SNE ENTERPRISES pp 515 TEST DATE;JUNE 18, 1997 nF.m.AZINQ: Left Sash Member -Lo&I Glass Bite jQ Deg azemenl RuALa Top Rail 50 lbs. 0.50" 6.2% Pass Bottom Rail 50 lbs. 0.625" 6.6% Pass Left Stile 70 lbs. 0.50" 3.6% pass Right Stile 70 lbs. 0.50" 7.4% Pass Right Sash MembI Y.oad_ Mau Bite % Deglazement Results Top Rail 50 lbs. 0.50" 7.4% Pass Bottom Rail 50 lbs. 0.625" 9.8% Pass Left Stile 70 lbs. 0.50" 3.0% Pass Right Stile 70 lbs. 0.50" 5.8% Pass CONCLUSIONS The sample under evaluation met the operating force, air infiltration, water pcnctration, structural performance,forced entry resistance, and deglazing requirements of AAMA/NWWDA 101/I.S. 2-97, HS-R30 Rating. Test Witnessed by: jgie ort Revd by: Russ Burt Moro Techniciannager-Fenestration i I cloy AUS 9N3 USL C69 21L XVd OC:tT ZOOZ/LT/60 Intertek Testing Services Re: Intertek Testing Services Test Report Number J97014186 - 231 - 02 on the Model 402 Horizontal Sliding Window. To Whom It May Concern: Intertek Testing Services has reviewed the above referenced test report issued on June 23, 1997 on the model 402 horizontal sliding window manufactured by SNE Corporation of Mosinee, Wisconsin. The test report was reviewed to determine the window's structural wind load performance, Required Test Pressure for a Required Test Pressure for a Structural Wind Load(1101140) HUD Zone(1,11,111)Based on 24 CFR Tested Pressure Based on P=0.00256V':' 3280.305 dated January 14, 1994: 1 l0 MPH 140 MPH Zone I Zone 11II Building TBuildingtBuilding Corner: r: 122.5 psf A-49 psfpsf ±45 psf ±31 psf ±50 psf All other All other All other areas: areas: areas: ±22.5 psf ±38psf ±46 psf The window tested passed a structural pressure load of±45 psf for a 110-mph structural wind load and qualifies for a complete HUD Wind Zone I rating and a non-corner Wind Zone II rating. mpiled by: Reviewed by: ` �irrlothy J. Schaeffer, Doi las tucker, P.E. .;,o I.T. S ;r y7 �i C-S rr T p=0.00256V'is derived front Equation 3,Section 6.5 of ASCE 7-88 Revised !rite 30, 1997 I - -go Intertek Testing Services NA Inc. I'r 8431 Murphy Drive,Middleton,WI 53562 Telephone 608-836-6600 Fax 608-831-9279 Home Page www.worldiab.com t10 AHEIS DO 8t9L C69 STL Xdd TC:tT ZOOZ/LT/t0 FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS x�;x8L11L13ING DATaI!V- JOB INFORMATION Wind Velocity(mph) 120 Prepared By LARRY HIGGINS Importance Factor 1.00 Client Name JAN TINNY Exposure Category C STRUCTURES Job Description RESIDENTIAL Story Internal Pressure Coefficient +/-0.18 Story Mean Roof Height(ft) 23 % INTERNATIONAL,LLC Building Width(ft) 26 Building Length(ft) 46 Roof Slope (x:12) 7 Job Number 249 WALL OPENINGS` OPENING OPENING LOCATION OPENING OPENING EFFECTIVE MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEV.(ft) HEIGHT(ft) WIDTH(ft) AREA(sf) PRESSURE(psf) PRESSURE(psf) LR Tpy.Dbl.Hun -#303 5 5 6 3 18.0 33.0 -43.4 LR Tpy.Dbl.Hun -#303 5 5 6 3 18.0 33.0 -43.4 MBR 1 Tpy.Dbl.Hun -#303 5 12 6 2 12.0 33.9 -45.2 MBR 1 Tpy.Dbl.Hun -#303 5 12 6 2 12.0 33.9 •45.2 BR 2 Dbl Glider Std.-#402 5 13 4 4 16.0 33.3 -43.9 Kit.Nook Dbl.Glider Std.-#402 5 5 4 5 20.0 32.8 -42.9 LR upper Dbl.Hun -#303 4 15.5 3 3 9.0 34.3 -37.3 Office/loft Dbl.Glider Std.#402 5 14 4 4 16.0 33.3 -43.9 RmDbl.Glider Std.-#402 5 5 4 5 20.0 32.8 X2.9 Din.Rm. Dbl.Glider Std.-#402 5 5 4 5 20.0 32.8 42.9 LR upper Dbl.Hung Picture#4025 14 3 6 18.0 33.0 •43.4 LR upper S ecialt Shape#303 5 14 2.3 5 11.5 34.0 45.4 M.Closet Octagon #303 5 14 2 2 4.0 34.3 •46.0 1-13 vhu WIT Of AftAl"Ilt BEACH M 16 2007 Width of Edge Strip(a)in feet= 3 5 h JOBSITE COPY ® a JOBSITE COPY 5 5 JOBSITE COPY FBC_Openings Copyright 2002,Structures International,LLC 4/18/2002 I ibkj CITY OF ATLANTIC BEACH S} 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000791 Date 6/12/08 Property Address . . . . . . 615 SELVA LAKES CIR Application type description FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2972 ---------------------------------------------------------------------------- Application desc INSTALL 5 FT FENCE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ TINNEY, IAN OWNER 615 SELVA LAKES CIRCLE ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/09/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED. PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. *EMAIL INSPECTION REQUESTS TO BUILDING-DEPT@COAB.US ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER S _ Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us . Date routed: Cityweb-site: http://www.coab.us 1UN 1 'i.�,6! APPLICATION REVIEW AND TRACKING FORM . r n I� Department review require Yes No Property Address' co Building Planning &Zoning Applicant: � y, TI Public Works t/ k=�,� .�=a �y i E, �p u .. �. Public.Utilities V ,... �..., Project: 1/ `Qc 5 t ( �' Public Safety v Fire Services Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified B Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 0A ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: PUBLIC WORKS �Q PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Public Works Plan Review Comments O 8 Initials: Date: - Project Name/Address: / ^t L fl�£ .5 ��r✓�� Application Permit#: & 7 / 7Ched::: cBox Application Traclm.� Comments to.Add Comment Provide impervious surface calculations. ❑ Provide erosion and sediment control plans with installation details and maintenance ❑ schedule. Provide drainage plans showing site topography (flow arrows, etc.) Provide construction site management plan, including Right-of-Way Permit if using ❑ right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required ❑ er Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting ❑ ro er construction will be required. A Right-of-Way Permit must be obtained for use ❑ A Revocable Encroachment Permit must be obtained. ❑ Pool—Wellpoint (if used)must discharge into vegetated area 10' minimum from ❑ street or drainage e feature (swale, structure or lagoon). El All driveway aprons must be concrete, S inches thick, 4000 psi,with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑ allowed in the ROW Commercial drivewa s—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑ shown on the plans. 1L7'ri CITY OF ATLANTIC BEACH 08- I I I I I r fit,` 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 m 11 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 rJ BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1.1� 2.VALUATION OF WORK: 3,SQ.FT.UNDER ROOF 1,JOB ADDRESS: �S g�Yant�c Beach, FL � :L-- OFW�� 6.USE OF STRUCTURE: 5.CLASS OF WORK: 4'LEGAL DESCRIPTION: ❑NEW BUILDING []DEMOLITION RE AL 11 ADDITION [],CONVERTING USE C=IAL LOT_BLOCK_SUB DIVISION g FW_SPRINKLER: 7.DESCRIPTION OF WORK El ALTERATION ❑ACCESSORY B ES ❑NIA J / 11 REPAIR OTVA £' tltCt` S-�f 7-`Cs+G t' ❑MOVE (NEER: PROPERTY OWNER: CONTRACTOR: 15.COMPANY NAME 23.COMPANY NAME: 9.NAME: 16.NAME: 24.LICENSEE NAME: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 10.ADDRESS:: / 18.ADDRESS: 26.ADDRESS: �l�rc &, �� 32233 1.O"12--.7- FICEE P ONELp: 12•FANO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: oo Z L 21.CELL PHONE: 29.CELL PHONE: 13.CELL re'. 000000 �� 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: 14.EMAIL ADDRESS: FEE MPLE TITLE HO DER: BONDING COMPANY: MORTGAGE LENDER: 31.NAME: (IF OTHER THAN OWNER) 35.%AVE. 33.NAME: 34.ADDRESS: 36.ADDRESS: 32.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable I. laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT ROPERTY. A NOTICE OF IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT (Qualifier Only) (If Agent,Power of Attorney or Agency Letter Required) Signed: Date: - Signed: Date: Before this day of 2007 in the county of Before me this day of ,2007 in the county of Duva tate of Florida,has personally appeared^ Duval,State of Florida,has personally appeared '� Tna hehn by himself I herself and affirms t at all statements and declarations are herin by himself I herself and affirms that all statements and declarations are true and accurate. true and accurate. Count of Notary Public at Large,State of�_.County of 1Notary Public at Large,State of Y ❑Personally Known ❑Personally Known Q v ,..,/ ❑Produced Identification- I�Produced Identificatio l�, Notary Signature: Notary Si nature: •.••'FV �I, ;2 w ary Pu is-S o Florida •=My Commission Expi b 14,2010 Commission#DD 518533 •i OF Fl,, COAB FO LDC`D4'REVI&?d8lk/Root�ational Notary Assn. 615203 MAP SHOWING SURVEY OF LOT 'I1 BLOCK — SELJA tAKES UM11 zwo AS RECORDED IN PLAT BOOK 43 PAGE 11-1113 OF THE CURRENT PUBLIC RECORDS OF buv AL COUNTY, FLORIDA 5 ECT loft t'7 -Tow�Su.tP Z SoUTN KAUI.E Z9 EAST U• 0�. 45- oo••W 35.00 . . 10' l.o tr0uuo t1z - - fou.gyp tlz- tRou PIPE \ O�••t\.t 0.5 I 1R.%, PIPE l l.T4 CogUwA L IU-14 COIUMU (TY PIc aI_� r M All- FEI.ICES WHO (NEII.,HTS N N >! 19.3 5CIZEe VI 0.4 o.Z S'3 r 1(1 9.5 8.5 N N 4.5 0 N J� w 3? 3 4 L J w W T l-St'Y hotccµ f�L� f-N Zuo STY W 11v14t.ARCA ar a j Lo-T lcrt -T8 1 ZS-iOR`�, l.Z 0 p 0 FRAF-1E pyo V t y :2 51 OC CO , V 3 Uo r, N 1 o.-Z W •N a 3 C.U.. LA L,AIZAL,E I" t•.1 A4K Vl Il-8 M 1t,.z' 00 VIA o.S COLIC. 1!t � ,DRh1E �ouuo 111.. N IRov PIPE N 1 Fou 4lD IIT.. i'f X14'14 IRoU PIPE 9p 9 i lt,l4 I.B � J i \ 5.Z5 3t o4"E• S,oz'\4 5L. w- PoIwT of CN, 12.41 4+12-41 CH,24.g9 A•21o.0L' 7ejF75E Z' 1To-oo M Z5.00' 0,. 59'43 '0%•' CuRae NOTES: SELVA LAV-ES GIVZC�..fE' ( TLI C.µT oc WA.`f `l AtL IHS 1. This is a boundary survey. 2. Flood zone �V as best ascertained from Flood Insurance Rate Map, community panel no.1-moTs c-olbdated 4.IT a9 3. This survey is not a determination of ownership 4. Business license #6470 5. Bearing data based on t_IUE of Lm -1-1 oEluL h.83 55 Sl."E I HEREBY CERTIFY TO: JAU q. -r1U�E`f PtutiACUE C1UgUGlAI- CORPORA-TIOU AF1CRtCAU SurCT-I l-AUO �TITLr tuc. ` UUI7CD L..EUEZaL• -TITLE \USUTLALICE Cot--IP4LL`f TNAi ii-65 SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT Marvin . Banks TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61G17-6 SurveyOrs, nC. FLORIDA ADMINISTRATION CODE. 2866 MANGROVE AVE. FLORIDA REGISTERED SURVEYOR NO. 4470 JACKSONVILLE, FLORIDA 32246 Marvin R. Banks, (904) 641-2520 DATE lz la 20 of Y 9z�z SCALE: THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED S1awf, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 Fax (904) 247 5845 Q 9 E-mail: building-dept@coab.usDate routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM /I, Department review required Yes No Property Address: Building Planning & Zoning //�� Applicant: � (.l v, TI Yl l Public Works ` t :•,. Public Utilities I I/ Project: C FCl �' Public Safety v Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: E3Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING PUBLIC WORKS Reviewed by: ��2 Date: 6 "SCO PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH 08- I I I I I i s 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826 4 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US f BUILDING PERMIT APPLICATION DUVAL COUNTY _7J 2.VALUATION OF WORK: 3.SQ.FT.UNDER ROOF E4..LEGAL DDRESS: antic Beach, FL 322336.USE OF STRUCTURE: 5.CLASS OF WORK:DESCRIPTION: ❑RESIDENTIAL ❑NEW BUILDING ❑DEMOLITIONBLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE COMMERCIAL ❑ALTERATION ❑ACCESSORY B 8.FIRE SPRINKLER: 7.DESCRIPTION OF WORK: ❑REPAIR ❑POOL/SPA ES ❑N/A All rNAME 50 YhCY ❑MOVE OTHER CONTRACTOR: ARCH T/E (NEER: PERTY OWNER: 23.COMPANY NAME: 15.COMPANY NAME: 16.NAME: 24.LICENSEE NAME: 417 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.'.18.ADDRESS: 26.ADDRESS: 32233 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20,FAX NO.: 27.OFFICE PHONE: T7777 NO.: Z Z--Z / Z Z— ,�� 29 CELLPHONE 13.CELL�P�/iO��(JE. !� f� 21.CELL PHONE: 30.EMAIL ADDRESS: 14,EMAIL ADDRESS: '/ p 22.EMAIL ADDRESS: _7'/ 17 CYl�G � FEE MP LE TITLE HO DER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 33,NAME: 35.NAME: 31.NAME: 34.ADDRESS: 36.ADDRESS: 32.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells, Pools,Furnaces, Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT PROPERTY. NOTICE UL IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAINNOTICE 0 COMNSULT MTH YOUR ENCEMENT. CONT LENDER OR AN ATTORNEY BEFORE RECORDING YOUR CONTRACTOR OWNER or AGENT (Qualifier only) (If Agent,Power of Attorney or Agency Letter Required) Date: Dater Signed: Signed: 5� � ,2007 in the county of Before this day of ,2007 in the county of Before me this day of Duva tate of Florida,has personally appeared' Duval,State of Florida,has personally appeared �:; 1 / n n F V herin herin by himself/herself and affirms t at all statements and declarations are true abnd accurrateherself and affirms that all statements and declarations are true and accurate. ,Count of Notary Public at Large,State of�__,County of ✓�' Notary Public at Large,State of Y ❑Personally Known ❑Personally Known O � U ❑Produced Identification- IN Produced Identificatio Notary Sig u E Notary Si nature �PuCITY OF ATLA_N'j C BEACH is-S Florida 1""''(,`o'mmission Expir b 1, 2010 SEE PERMITS FOR eiDDITIONAL Comn*sion#DD 518533 REQUIREMENT'S AND'CONDITIONS. q4/ 'fJational Notary Assn. ¢ B F DATE: 6-10-0_S2. 'i. 4 REVIEWED BY: 61520:1 MAP SHOOTING SURVEY � LOT 1.1 BLOCK , SEEM , LAVE5 UMI-1 Z AS RECORDED IN PLAT BOOR 43 PAGE U -til 6 OF THE CURRENT PUBLIC R COUNTY, FLORIDA 5 EC.-atSoUTN lLAu1.,E o;..'4S oo•• t,.l • 3,.o0 t2o►i ptPE \ 0 1 �[ to 0.5 I 1lz P1PIm y lt. 1q Loqulun 11. 14 LOLUhu T'(P1GAL� r m ALL FE11GE<. WooD �N6ti N Y 18.3 r ScREt U poTZcli b 4 N 9 .5 8•S� � q.5� 'o � N � J1 1w n� J N wW � w ZLDSzY � crt 1 Z s-r o[z'{• -I.-Z ' I' o p o F Cc rat-t E a� x d stucco o Q G3 0lL> �• .t,.0 9.-T to 3 tout . L/1 I,AIZAL,E cv 1vq�K ,^ vl 1-1.g M o.s - a CoQc , U? • ,ptZl�(E t=o%.3uo I1 .. N � 11zo.+ P\PE fiou► ►D l47 4 iRoN h1P� •' 9�'9 �► IL'14 I.a• . : .. rS�Lv;yJ,_ City of Atlantic Beach APPLICATION NUMBER �*F= Building Department (To be assigned by the Building Department. 800 Seminole Road Ct Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 ji, E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM r D I� vn � Department review required Yes No Property Address: 1 , (.y1_(.tfl( d(�(- Building n � T,1 K �� Planning &Zoning Lt Applicant: Public Works 1/ -.,. ;,,..<,., .... <.� , Public Utilities.... ..:.. , .._:....:•.. 1... ..; l/ Project: �� j iq Ct > Public Safety v Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICA ION STATUS Reviewing Department First Review: QApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING PUBLIC WORKS Reviewed by: ..v��/�^–" — Date: � �e/W PUBLIC UTILITIES Second Review: QApproved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: t . liyri� CITY OF ATLANTIC BEACH 08- s'S 800 SEMINOLE ROAD,4TLANTIC BEACH,FL 32233 �/ OFFICE:(904)247-5826•FAX NO.:(904)247-5845 / BUILDING-DEPT@COAB.US j J BUILDING PERMIT APPLICATION DuV_AL COUNTY :1:J0a ADDRESS: 2.VALUATION OF WORK. FS .FT.UNDER ROO `: antic Beach, FL 32233 =:4.LEGAL DESCRIPTION: 5.CLASS OF WORK:: 6.USE OF STRUCTURE ❑NEW BUILDING ❑DEMOLITION RES AL LOT_BLOCK_SUB DIVISION ❑ADDITION [],CONVERTING USE CO�IAL 7.DESCRIPTION OF WORK: ❑ALTERATION ❑I ACCESSORY B $•FiRE SPRINKLER " "Y 11 REPAIR Q PO PA ES ❑NIA J�'e ll!SLG l f ]Yi�C 0 MOVE OT PROPERTY OWNER: CONTRACTOR: AR WEER 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25,STATE OF FLORIDA LICENSE NO.: ` ✓ v�`��"�5 / 18.ADDRESS: 26.ADDRESS: 141_14121� &/tt 2233 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 8.FAX NO.: 2 13.CELLP/0 E: 21.CELL PHONE: 29.CELL PHONE: O p: 7!O 14`.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEEGIMPLE TITLEHOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 31.NAME: 33.NAME: 35.NAME 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced Within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools, Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN EFORE RECORDING YOUR NOTICE NSULT I TH E OF COMMENCEMENT. UR LENDER OR AN ATTORNEY BEMENT. CONTRACTOR OWNER or AGENT (If Agent,Power of Attorney or Agency Letter Required) (Qualifier Only) Signed: / Date: - Signed: Date: Before this day of 2007 in the county of Before me this day of 2007 in the county of Duva tate of Florida,has personally appeared^ Duval,State of Florida,has personally appeared 1?3-n n n herin by himself/herself and affirms tt at all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. t/� Nota Public at Large,State of ,County of Notary Public at Large,State of ,County of Notary ,.❑,...,,//Personally Known �� J� ❑Personally Known L1�Produced Identificatio 71 h 0 (J ❑Produced Identification- Notary Sgnature;(4�, Notary Signature: ary Pu is-S Fbrida My Commission Expi 14,2010 Commission#DD 518533 con6FoEVIdef�I�o�lational Notary Assn. 615203 MAP SHOWING SURVEY OF LOT 1-1 BLOCK — , Sega A_A1c1"s um1-r zwo AS RECORDED IN PLAT BOOK 43 PAGE 11.11 15 OF THE CURRENT PUBLIC RECORDS OF W-1 A\_ COUNTY, FLORIDA 5 ECT IOU 1'1 TowuSUIP Z Sou7N \ [C 4U 4E Z9 EAST U. 0 .45• oo• I..1 35.00 - Le l.o v v - lRou l l.Tq COqu\ua ll.'14 (T`(Ptc 4l� r m All. FEUGES W coo WE1 N'ZS q4 ) CRY of Atlantic Beach r X Planning and Zoning Departn" r -' ScrzEt u PoR�K This approval verifies comptlmce wO appl able b.4 p,Z 5.3 r (f1 zoning, subdivision and other local land 9•s r approvalenent or the Issuance of rmit& Complbut does not iance '• M � — itFlorida Building Code and other applicable p1` w local, State and Federal permitting requirements 1 m must be verified by al nature of the City of Atlantic a w , N Beach Building O 1 prior to the issuance of a 3 s a u" Building Permit. J w W T IsTT horzcH NJ L�! Approved By: r NZuo STY V W llvtu4 42411 mmu ev pme v�r0{ifpr 0. t > l atQv Lw It 1 Z ST 0TE-4. l.Z 0FRAf-1E a� L y STUC Co , CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET pp Address (� C3) CL L(6- Lr� Date Heated Sauare Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ S � C)o �a o� I5. $_ f _ Total Valuation 1st $ [roc) 2 � q Remaining Value $S". °` per thousand or portion thereof TOTAL BUILDING FEE $ L • + 1/2 Filing Fee ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE CC) WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ rr GRAND TOTAL DQE $ d ADDITIONAL PERMITS OR FEES : Kechanical .; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION— LOCATION INFORMATION Permit Number: 23937 Address: 615 SELVA LAKES CIRCLE Permit Type: REMODELING ATLANTIC BEACH, FL 32233 j Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block- Section: Square Feet: Subdivision: SELVA LAKES Est. Value: Parcel Number: Improv. Cost: 5,500.00 OWNER INFORMATION Date Issued: 4/24/2002 Name: TINNEY, JAN Total Fees: 60.00 Address: 615 SELVA LAKES CIRCLE Amount Paid: 60.00 ATLANTIC BEACH, FL 32233 Date Paid: 4/24/2002 Phone_ (000)000-0000 Work Desc: REPLACEMENT WIN OWS CONTRACTORS APPLICATION FEES 60.00 PROPERTY OWNER x�gg '• M. in+ •+ `4 yJyy�✓ X31 .1 ~ ,; RS .�.!yl. ,. RNEV rM FVA N 71 �- ,�yMig Vw h"kt'#rn 1 C '�. r � y. aY.ate..• u.?'e' 7" w ...?. � ' NOTICEyIi+ PTL, - T £# ST # a� T4rI� `€ INSkTION BUILDING MATERIAL. LIC SPACE, AND MUST BE CLEARED ` k 1 "FAILURE TO COMPL' A _ IN THE PROPERTY OWNER P ISSUED ACCORDING TO APPRO 1= ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR Oper: DSMITH Type: OC Drawer: 1 Date: 4/24/82 81 Receipt no: 52796 14 PERMITS-BUILDING 1 $68.88 615 SELVA LAKES CIRCLE CK CHECKS 185 $68.88 ATLANTIC BEAC BU NG-DEPT. CITY OF Aoo 4th /3eaeA- `� Office of Building Official I�QQ REQUEST FOR INSPECTION Date L93 Permit No. Time A.M. Received PM. 1 r se 1 v t -0 Kis C� r Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough ❑ Air Cond. & ❑ Re Roofing r Slab _ Temp Pole ❑ Top Out ❑ Heating Insulation _ Lintel Final Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION _. A.M. Mon. Tues. Wed. Thurs. Friday IM Inspection Made PM' Final Inspection C Inspector "/� J Certificate of Occupancy C! J;// Date