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Permit 330 Royal Palm (vault) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD - ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . 06-00033142 Date 6/20/06 Property Address . . . . . . 330 ROYAL PALMS DR Tenant nbr, name . . . . REPLACE SOFFITT/FASCIA Application description . . . SIDING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3020 Owner Contractor -------- ------------------------ PFISTER, FRANK HOME DEPOT AT-HOME SERVICES 330 ROYAL PALMS DRIVE 2455 PACES FERRY RD NW BL C-8 ATLANTIC BEACH FL 32233 ATLANTA GA 30339 --------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee 25. 00 Issue Date . . . . Valuation . . . . 3020 Fee summary Charged Paid Credited Due --------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total 25 . 00 25 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. J, ''''' CITY OF ATLANTIC BEACH Cc: =� �f BUILDING /ZONING DEPARTMENT a � 800 Seminole Road L. Higgins Atlantic Beach,Florida 32233 S. oerr (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # --, - f--T67 Property Address: 10 Applicant: 2� — Project: T7 rmit application has been: Approved Reviewed and the following items need attention: E�r;tcGtJ C-7 Please re-submit your application when these items have been completed. Reviewed By: y Date: Date Contractor Notified: HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Jun 06 2006 10:01AM Last Transaction Date Time Type Identification Duration Rages Result Jun 6 10:01AM Fax Sent 818136646807 0:32 1 OK m or;3 CITY OF ATLANTIC BEACH s f BUILDING PERMIT APPLICATION (Alterations & Additions) � �•= esu+. i �J Date: ✓Y Job Address: -3 P.64— lC�//J'hj '� I' RTL-1111t,.J-T-t Owner of Property: 1s4r Address: at k /`� -%�- -►� Telephone: 13-061 Legal Description: Block Number: Lot Number: 1� Zoning District: Contractor:` State License Number: 6�-9/.o 7093 Contractor Address: orb `j�j C /��¢ ooq-,.y 'qie-9 20-�3/- Telephone:LL 3ya /�<3 Fax: 9/ PP& Describe proposed use and work to be done: /�� Y�r�y/ Present use of land or building(s): Valuation of proposed construction: ��LfJ Dimensions of the added space: feet x feet Will this project involve: ❑ Heating&Air- ❑ Plumbing ❑ Electrical ❑ Fireplace Conditioning Is approval of Homeowner's Association or other private entity required'? If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original er vious area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as annronriate Incomplete applications may result in delay in issuance of permit. STEP 1. Verily zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verit}- zoning designation, please have Property-Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy- Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,Fl, 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.cLatlantic-beach.fl.us Page 2 Revised 8/04 �o3 z9 ' ~In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all{equired information in a clear and legible manner. 1. Current survey showing the property-boundary-with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. IdentiA- arw existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey, 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. G. Other information as may be appropriate for individual applications. Address and contact information of person to receive all correspondence regarding this application(please print). Name: g nn.." p �(, Mailing AddrQess: Telephone: I hereby- certit}- that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this t}pe of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in ally manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above into tion benig true and correct and that the plant.:and supporting data have been or shall be provided as required. Signature of O� Date: AS TO OWNER f� Sworn to and subscribed before me this day of �G�y 24'6 State of Florida,County of Duval .... •••••••RiCHARDYJ PAIS.......... Notary's Signature: Commr► pp0906'19e '421IV ❑ Personally known 61iii a tiro t [�Produced identification Inc • y' 'FprnII Fpntlallona� 1/ n . Type of identification produced `'' L �1/fi. L►r�,' Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 4 State of Florida,County of Duval ........................................... Notary's Signature: NANCY J.PACiNI = E�xplrr" rsonall} known Bonded 0.(000)1324254 ❑ Produced identification Florida Notary A"n..ft ° Type of identification produced s............................................: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (9104)247-5845 •http://www.ci.atlantic-beach.fl.us Page 3 Revised 8iO4 ivc It LVU010/1401 UK ICK 13Z9j Page 2392, Number Pages: 1, Filed & Recorded 05/30/2006 at 01 :49 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Return to: Name:THD At-Home Services,Inc. d/b(a The Home Depot At-Home Services Address:3200 Cobb Galleria Pky.Ste. 200,Atlanta,GA 30339 This Instrument Prtl °me Depot Name: 207 Kelsey Ln. Address: Tampa, FL 33619 813-630-4111 off 813-630-4112 fax �a Property Appraisers Parcel Identification: NOTICE OF COMMENCEMENT Permit No. Folio No. t IV4'16� Owe, STATE OF FLORIDA 7 COUNTY OF I,Ct�,rV (�C `/ CJ✓ / The undersigned gives notice that improvement will he made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. Legal descrippeln of prope include street address,if available: t3 3c) -51-16 3V-25 4►( -I--a z Xr, kyl .z-S .a Z Z General description of improvement: Owner Information-name and address: L Interest in Property: Name and address of fee simple titleholder(if other than Owner): Contractor-name and address: The Home Depot At-Name Services 207 Kelsey Lane,Suite G,Tampa,FL 33619 Phone Number: 813-6304111 Fax Number: 813-6304112 Surety-name and address: Lender-name and address: Phone Fax Number: Amount o Number: Bond: S Persons within the State of Floridadesignat by Owner whom notices of other documents may be served as providid b Section 713.13(I)(a)7.,Florida Statues: Name and address: Phone Number: Fax Number: In addition to himself,Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b),Florida Statures.(Fill in at Owner's option) Phone Number: Fax Number: Expiration dat ti e of Com cement(the expiration date is 1 year from the date of recording unless a diffetrit date is specified). VS%Rftp4f Owner Signature of Owner rf V1__AP -�, Printed Name of Owner V Printed Name of Owner Sworn to and subscribed before me by F240ry V_ PF I51%12-- who is personally known to me or produced as identification,aladybo did take oath is /& day of 20• �•��•..•.�....}......... s ^ �� .,....«RICHARD VJ PAIT Signature of Notary (�J�.J' Com State of Florida d ErpMMI Printed Name of Notary: swo, Commission NoJExpiration: an f ..«•• "�� ........ I CITY OF ATLANTIC BEACH 800 SEIVIINOLE ROAD ` ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033066 Date 6/15/06 Property Address . . . . . . 330 ROYAL PALMS DR Tenant nbr, name . . . . . . NEW WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4717 Owner Contractor ----------------------- - ------------------------ ANDERSON LOWES 330 ROYAL PALMS DRIVE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 -------------------------------------------•----------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee 27.50 Issue Date . . . . Valuation . . . . 4717 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total 27 . 50 27 . 50 . 00 . 00 Grand Total 82 . 50 82 . 50 . 00 . 00 PERMIT IS APPROVED ONLY.IN ACCORDANCE WITII ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. OVA c$2- NOTICE OF COMMENCEMENT State of Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real propety,-and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE.OF COMMENCEMENT. Legal description of property being improved: Address of property being improved: zao g, A VA S General description of improvements: e 1 Owner: R1 0, — Address: Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: 4r, Contractor. Address: Z a'4 L✓ ry� Phone No: Fax No: G -716 1) Surety(if any): Address: Amount of Bond$ Phone No: Name and address of any person making a loan for the constt Dom#2006207085,OR BK 13329 Page 31, . Name: Number Pages:1 . Filed&Recorded 06/15/2006 at 10:43 AM, Address: JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Phone No: RECORDING$10.00 Name of person within the State of Florida,other than himsel documents may-be served: Name: ----- ----- - - Address: Phone No: Fax No: In addition to himself;owner designates the following person to receive a copy,of the Lienor's Notice as provided in _ Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of reccwding unless a- different date is specified): THIS SPACE FOR RECORDER'S USE ONLY ;7 , OWNER Signed: Date: Before me s �" day ofVI; m the County of Du 1, e f ersonally�s:�l.gam., �*:•�..,,,,, Not lie 4L e,State of to •da,County of Duval. ` '� GRANT GAI?RETSON My c m ✓issio ices: DS fj Notary.ex state of Fla Personally Known: or MY comm.expires Mar.31;2pp$ No.00 3o596a Produced Identification: r•-5"L11''�a CITY OF ATLANTIC BEACH BUILDING /ZONING DEPARTMENT ° v� 800 Seminole Road L. Hig in Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: S -3 Applicant: 6 WL; Project: I a'e- f- wrxdo&-)rJ This ermit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By:� Dater Date Contractor Notified: CITY OF ATLANTIC BEACH WINDOWS, SKYLIGHTS, GARAGE DOORS,HURRICANE SHUTTERS Date: Job Address: ( & Owner: Address: �JG) d `�i¢-Z a l 7,� s iv. _ Phone: Legal Descriptio Block Number: Lot Number: Zoning District: Contractor: k�� 1i'�7�e; State License Number: t. C"7 IS Address: tKK Lrj Phone: (? 7d/ City: 'ffSey7 d of cL State: F Zip:-32,-"5- Fax: /`d�! �L�(� V7e Describe proposed use and work to be done: t Present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Required Building Data: Mean Roof Height (ft) Building Width (ft) Building Length (ft) Roof Slope Window Height (ft) Window Width (ft) Window Elevation from Grade (ft) Measurement from corner of building to window (ft) Number of windows being installed Mean Roof Height 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 - http://www.cLatlantic-beaciLfLus Page 1 Revised 127/03 Procedure: /,n order to expedite issuance of permits p�ov�e all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is required: I. Manufacturer's Test Report with Uniform Structural Toad(psf) Z. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type G. Hw-ricane Shutter Description/Type 7. Elevation View of Window Locations I hereby cenify that all information provided with this application is corner. Signature of Owner Date... rhd I havby certify that I have read and examined this application and know the same fu be true and uorreet AU provisions of the laws and ordinances governing this type of work will be complied with,Whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulation rdinanccs,or laws in any manner,including the governing of.coantruction or the performance of construction of the property. I under st hat the imhuance of this pertait is contingent upon the above informadon being true c •t and that the plans and porting data have or shall be provided as required. c SignmurC of Coiotractor: / _nate: Address anti contact information of person to receive all correspondence regarding this application(please print). Mading Addrr ss: t.e A't/Y 0 Telephone:_ - � ' I - Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of_ &A- ,20 6 G. r State of Florida,County of Duval Notary's Signature: i p°m GRANT GARRETSON Personally k11soWri Noia•y'r;,li State of Florida produced idcntifiC dt=MZOQ�' My�,;e,r, .xpu92 Mar.31,2008 Type of identification produced 1 t-- IN-- No .DO-05964 --.• AS TO CONTRACTOR: Swom to and subscribed before use this��—' day of AL 20_ Stats;of Florida,County of Duval LEV L Notary'I Signature: aa,—.2 No My Pubk 1 -SINe of FEW Pensm0 G iroanally °^ on ExpFebpeb 14, ❑ Produced identification Commission#D0 518533 Type of identification produced Bonded 9 — y National Notary Assn 8 0 emiaole Road Atlantic Beach,Florida.32233.5445 Phone: (904)247-5800 Fax: (904)247-5845 httpalwww.CLIItMOC-beach.iLas Page Z Rwiscd 1/27/03 £/Z d S31VS 0311VISNi-669L 06L7-997-(706) 90;01 60-SO-90OZ LOWEas Home ImProvement Warehouse tmpm ft Nome Improvement 8529 South Park Cr. Suite 430 Orlando, Florida 32819 Bus.407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: To: Building Department From: Peter Anthony Cafaro III I hereby name and appoint Maria O'Reilly, of Lowe's Home Centers, Inc. to be my lawful attorney in fact to act for me to register my license and 4pply""- /C! �-; fora permit for work to be performed at a location desc abed as: (Address of Job) -33d 3 (Owner of Property) And to sign my name and do all things ecessary to this appointment. Thank you for your assistance. Sincerely, —Z Z, Peter Anthony C aro II Area Installed Sales ana r Primary State Qualifie GC 1508417 6sw#Mto and subscri before me this 30 day of , 005. p Rebecca Velez O. U 1C My commission expires *=MYCOfNMISSION# DD176963 YK'." rQ� January 1 Z 2007 p'`oxF°P` 8ONDEDTHRU TROY FAIN INSURANCE,INC R e` CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r S Application Number . . . . . 06-00032794 Date 4/17/06 Property Address . . . . . . 330 ROYAL PALMS DR Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 7900 Owner Contractor ------------------------ ------------------------ ANDERSON -G+� ATLANTIC BEACH FL 32233 ------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 7900 Fee summary Charged Paid Credited Due Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. A BU I AL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address �J� O Date 4f 1 14- 6 Heated Square Footage @ S .-., —per sq ft= $ Garage/ Shed $ per sq ft= $ Carport/Porch per sq ft= Deck. @$ per sq ft= $ Patio @ $ per sq f't= $ TOTAL VALUATION: $ Total Valuation 1sc h�roo $ 35 Rmudning Value per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ --�-p ZONING: _ + %z Filing Fee FLOOD ZONE: ( )Fireplaces @ $35.00 $ M'ERVIOUS SURFACE: BUILDING PERMIT FEE $ O�"� WATER IMPACT FEE $ SEWER RVIPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT.$ SEWER TAP $ C ( ) RADON .0050 $ SECTION H PAVING{ ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ GOA y FR�DM ^:Romano Service FAX NO. :9042461692 Apr. 17 2006 05:03PM P1 Doc N 2p06133170.OR BK t tuber�:t 3202�418, Pied&t \�\ ) R IM UftE�W t04:31 PM RU-t 0 CLERK COURT it0.00pU UVAL COUNTY Pcrniit number Tax Folio number NUI O MFN F T STATE OF FLORIDA COUNTY OF DUVAL THE Lmr--RSIDED hereby gives notice that improvement will be made to certain r,ea1 pmpe,ty,, and in aceordanoe with qac 713,Florida Shutt,,,the following information is provided in Chir:Notice of comnune�enem, 1. Description of p. 2. General descriptiono improvezr=ts: ~ owner information: a. Name and Addre / b. .Interest in property: —: _3�AC1/L1F-L --- '3zz33 C. Name and address of fee simple titleholder(other thea owner): 4. Co 'toe's name and a s: , - v a. Phone number:QVC -- h.Fax number: S. Stuety information. a. Name and address: h. Phone number C.Fax number: d.Amount of bot x1: 6. bender's mane and address: a. Phone number: b.Fax number: -� 7. Pdason within the State of Florida designed by owner upon whom notices or other docurlents maybe served as provided by 713.12(l)(a),Florida Statues. Name and Address: a.Phone number:., b.Fax number: 8. In additidrn to himself/herself,owner&-signates of--�_. to receive a copy of the Licnor's Notice as provided in Section 7I3.12(l)(b),Florida Statutes. 9. Expiradon date of Notice of Cormnencement (the expiration date is one (1) year from the date of Recording esa a en t apeci8od). Signanrre of Owns �^ Sworn to an su ribed bef'o this �1—day of Notary: .Known Personally/lD shown:_._ My commission expires: "H F.T.,AINA AOMAN� (� {�� Ml'r'OMMIS514N N dNxi5779 IM��' :�.NN4Y MxaM AMR C0. t tllet Yr d.,,.,h r�V..r.••�h:1 s•.I 'rS �Jl J�� CITY OF ATLANTIC BEACH Cc: ss' D./ZONING DEPARTMENT L. Ford L 800 Seminole Road L. Higgins Atlantic Beach,Florida 32233 J131 9' (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Z 7 9 41 Property Address: a- 5 (- Applicant: p(n a`7L p Project: oo This pe it application has been: Approved Reviewed and the following items need attention: l d) A49 Please re-submit your application when these items have been completed. Reviewed By: L'LE Date: Date Contractor Notified: fKOM :Romano Service FAX N0. :9042461692 Apr. 14 2006 04:32PM pl �i 'C'O'Y OF ATLANTIC BEACH ROOFING PER11UT APPLICATION Job Address. C Dote:al-- Ib—30 Owner of Property: _ '�• !Address:_� ._ Celtphon Contrectc>r: +— Coturactor's Address: ` J{-��~�•• ff Strata License Nuatbcr. Telephone: ( Scope of. Work: --�—.• Fax Deck Slope: _Greater than 2:12 "` Valuation of work. " Less than 2:12 Product Name(Example: Timberline). Manufacturer(Example:GAF): ASTM.Designation(s). -- ltoquired lnspec tbn : Sheathing a Final �( Silplature of Owner: �� L —'' —.._____„--,Date: •�� Signature of Contractor. t) diW Date: AS TO Ow.NLR: Sworn to and subscribed before me this of -� l ' 20_�O State of Florida,County of Duval Notary's Signature: [i1•A:!NA ROMAIVU ❑ Personally known `•Jr.`+!AN H npi17a93 C3 Produced identification +awa WuuKj• ;," Type of identification produced A .,,,+::...:.... mow. Sworn to and subscribed before me this�1 q—day of �j f ( ZOCi State of Florida,County of Duval gC�MANn Notary's Signature: - +� MYC:OMMISJtap�pAtS7)43 rx1'rRl;4..;+�py„ ❑ Personally known bM 2.1.20()a '•^M+..�.";, �'r�. .+,.:,.,„: ❑ Produced identification ^' •- Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Page] Telephone: (904)247-5800 Fax: (9ft)247-5843 •http:/Avww.cLatlgatic-beach.n.as Rafted 2/21/03 0 b1 < ' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 .email�r Application Number . . . . . 06-00034474 Date 2/09/07 Property Address . . . . . . 330 ROYAL PALMS DR Application type description RIGHT OF WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------------------------ Application desc driveway & patio -------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PSFISTER, FRANK OWNER 330 ROYAL PALMS DRIVE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/08/07 ---------------------------------------------------------------------------- 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 z PLAN REVIEW SHEET Routed to: D.Hufstetler " Building Department Public Works&Public Utilities Departments S. Doerr �JF31�' 800 Seminole Road 1200 Sandpiper Lane . Car pk Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 a I u z n i (904)247-5800 (904)247-5834 Pu is a e (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# Property Address Applicant: ? Project: 19�_t ffiALQ ' This permit application has been: Approved as noted by the - Department. Final application approval must comf from the Building Department. ❑ Reviewed and the following items need attention: z, McrEe x v p skuj lve czfige2G� us E 5� E � �✓ �IG Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from -being issued Reviewed By: Date: O Date Contractor Notified: I DEC 0 2006 CITY OF ATLANTIC BEAf:H= . ; t CONSTRUCTION PERII�IT VNiTH1N,Cl TY:RIGHTS=OFtWAY,AND EASEMENTS s, ^" 800 Seminole Road 904-247-5800 Atlantic Beach,Florida 32233- 445 DEC 19 006 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. DateAr Job Address ISSUED BY THE CITY Permitee: Telephone# Permittee Address: Requesting Permission to Construct: &&/o Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes No ( ) Date: Bell South Telephone Company Yes( No ( ) Date: Ferrell Gas Yes ()() No ( ) Date: Comcast Yes()Q No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of (Contractor's Project Superintendent) located at Telephone#: 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER ��..,, � Sign Date:�l� Qto Before m tis �/ day of ,�, Ar in th Cou ty of DuJa YVONNE M.CALVERUYState Of rida, has pers Wally appeared �n i r MY COMMISSION#DD 342192 Notary Public at Large,State of Florida,County of Duval. IRES:July 29,2008My co m Qnxpes: K +�n /� 3 Thru Notary Public,2008 Hers �` o _ c�— ProducedIdentifif""� R.O.W.Permit Attachment of for R.O.W. Permit# issued ,2005 Atlantic Beach,FL 32233 Owner's Name: 1 Property Address: Subdivision: Lot#/Block#: id::,� R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of , 2005, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code, and all other land use and code requirements of the CITY. The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The Page 1 of 2 USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty (30)days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED thisda L_ Y of �c epp" e , 20 CITY OF ATLANTIC BEACH,FLORIDA, B a municipal corporation: Pro e Owner By: Jim Hanson, City Manager Attest: Rick Carper, Public Works Director STATE OF FLORIDA COUNTY OF DUVAL 6 On this & day of c erg�1 e2. , 200,. , personally appeared before me, a Notary Public •n and sai ounty and State, � ��K ,�-'�/�t�rZ the property owner of �,v Atlantic Beach, Florida, known to me to be the person(s) described In and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. B tary Public in for said orty an State r erty Owner (to be signed in presence of the Notary) YVONN .CALVERLEY MY COMMISSION#DD 342192 PEXPIRES:July 29,2W8 Bon ,. ded Ttn Nolery POWIC Undenviiters Page 2 of 2 NOTICE OF COMMENCEMENT State of Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is slated'iji NO2 CE r Legal Description of property being improved: CC Address of property being improved: General description of improvements: C ld( 4 er: t Address: b � Ver's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: in {_ I'c C Address: :5 Q L)34 6ea Telephone No.:gpq-,54(5-© 5'56 Fax No: 1,04( Surety(if any) NIA Address: Amount of Bond S Telephone No: Fax No: Name and address of y person malting a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: !itv q Address: t Telephone No: Fax No: In addition to himself; owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2xb),Floridt�aJ�ues. (Fill in at Owner's option) Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER O ff --- ----- ------- —. — "gned- Date: 7/ k Doc#2006431323,OR BK 13701 Page 1517, ;fore me is y of in the Cgun of val,State Number Pages:1 FFlorida,has personally appeared ✓ r j Filed&Recorded 12/14/2006 at 01:50 PM, Mary public at Large,State of Florida,Coun of Duval. 6 JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY y commission expires: RECORDING$10.00 0 Commission#DD455282 Expires July 27,2009 STATEOFF10410A 86mMTmyFam Im5wagW.M[ WJ-yfS,V* Dec 15 06 12:05p Information Systems 904-247-5845 P.1 Special hdormafeon for Owner/Builders DISCLOSURE STATEMENT for Section 4$9.103(7),Florida Statutes: STATE LAW REQUIlM CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU BAYS APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THE LAW. The exemption allows you as the owner ofyour property,to act as your o'wn contractor even throughyou do not have EL license. You must supervise the canslrudion yourself You may build or improve a one-hmily or two-family residence or a fir outbuilding. You may also build or improve a commercial building at a cost of$25,000 or less. . The building must be for your own use and occupancy. It may not be built for sale or[ease. If you sell or lease more than one building you have built yourself within,one(1)year after the construction is complete,the law will presume that you built it for sale or Iease,which is a violation of this exemption. You may not hire an un-licensed person as X,auor contractor. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make.sure that the people employed by You have licenses required by state law and by county or municipal licensing_rrdiaances- In addition,the owner must supervise constriction and becomes liable and responsible for the employees heishe hires. This responsibility includes,but may not be limited to: 1. Workers Compensation,for workers injured on the job_ 2. Social Security Tax must be deducted from employee's wages and matched with owner's funds. 3. Federal Withholding. Since owners must be liable for hn uries to workers they hire,the Building Division suggests Workers Compensation Insurance be purchased unless the homeowners insurance policy clearly protects the owner. Owners hiring workers become employers and should also observe IRS withholding tax Form 1099 requirements on the workers they employ on their improvement work. Un Iicensed contractors cannot be employed under any circumstances. Owners are subject to a$5,004 penalty under Florida Statute 4455.288(1)instigated via.Building Division citations. An Occupational License is not adequate. The owner should physically see the county Certificate of Competency or the Florida Contractors Certificate to ascertain a person is a licensed contractor. Telephone the building Division(247--5826ifin doubt. I hereby aclm wl I ve read and understand all the above on this/Day of 'Ider 5i Address Print Name Telephone umber STATE OF FLORIDA: COUNTY OF DUVAL Before me personally appeared to me well known to be the individual and owner builder descn'bed in and who executed this in stent and severally acknowledged the execution thereofto be his own free act and deed as such owner builder hereunto.�odz�ed. 'WITNESS my hand and official seal this day of, atAt lantic Beach_ County and Stats aforesaid. NOTARY PUBLIC,STATE QF FLORIDA Print Name• 1-- _ MY COlv1MISSION EXPIRES: o 46' —d z- v ARDESHIR 6BAAHIIVII O Personally Knower IIdentification: Notary Public,State of Florida Commission#DD218819 My comer,expires June 02,2007 12/13/2006 23:24 FAX 19042424078 INTEGRI'T'Y APPRAISALS 1@uv4iuu4 i 12/14/06 07:48 AM 3865752030, Sunshine State One Call 01/01 The following facility operators have responded for this locate request: Ticket 345604325 FL : DUVAL County, ATLANTIC BEAM City 330 ROYAL Palm DR CITY OF ATLAIITIC BRIMM, FLORIDA - ***Response has not been entered*** COMMST CABLE Comd[3NICATI0NS, INC. - Marked RTS*LGArS INC. - Clear No Facilities JACKSONVILLE ELECTRIC AUTHORITY - No Conflict - utility is outside of the requested work site BELLSOUTH MW - Clear No Facilities The most up-to-date response status Can always be gathered at http://www2.callxunshine.com/:Lrthinternot/ , or by calling 1-800-852-8057. 12/13/2006 23:23 FAX 19042424076 INTEGRITY APPRAISALS WJUUI/uu4 Response Status Pagel of 1 firth inteCO"119ft 2M AM rnet SUNSHINE STATE ONE CALL OF FLORIDA nwrAft"ok lw_ /atwo MwWat HemeOwner View Reg"nse Ticket ID: 345604325 Phone Number: 9046130658 Seantt Ticket Infonnation Dig Site Data Excavator Data Ticket ID:345604325 Company Name:FRANK PFISTER Street Name:ROYAL PALMS DR Contact FRANK PFISTER Place:ATLANTIC BEACH Phone Number.(904)613-0658 County:DUVAL Street 1876 ARDEN WAY State:FL City,State: Zip:32250 View Tldcet Text Ticket Status:OPEN Service Area Name Response CrrY OF TLANTIC BEACH,FLORIDA No Response COMCAST CABLE COMMUNICATIONS, (1)-Marked INC. FERRELLGAS INC. (4)-Gear No FieNties JACKSONVILLE ELECTRIC AUTHORITY (5)-No Conffwt-otft is onside ottim r+egoedted work site BELLSOUTH NW (4)-Clear No Faeituie: httpl/www2.cafl ine corn/uthintemeUPositive ponse/H V... 12/14/2006 12/13/ZUUU 23:[4 rAA lWUMxg44utv aiataysaaa •............... Page 2 of 2 f CENTRAL LOCATING Day: 8007789140 SBF17 BELLSOU7'EI NW SERVICES** Alt: TELEPHONE Emerg: httn:l/www2.calLumshine.comrrdintemet/A4essafteText/Mem=Text.m7Noticel =SU... 12/14/2006 1L/1J♦iVvv iu.i� •.au aVv-trsrav•v ...... �...... ...........�._—_ Page I of 2 Ticket : 345604325 Rev:001 Taken: 12/14/06 00:16ET Old Tkt: 345604325 Taken: 12/11/06 10:42ET Oper: BEL State: FL Cnty: DUVAL GeoPlace: ATLANTIC BEACH CallerPlace: ATLANTIC BEACH Subdivision: ROYAL PALMS Address : 330 Street : ROYAL PALMS DR Cross 1 : ATLANTIC BLVD Within 1/4 mile: Y Locat: LOCATE THE ENTIRE PROPERTY INCLUDING ALL DROPS THE HOUSE Remarks : *** LOOKUP BY ADDRESS *** Grids : 3019DO124B Work date: 12/14/06 Time: 07:00ET Hrs nate: 000 Category: 3 Duration: 04 DAYS Due Date : 12/13/06 Time: 23:59ET Exp Date : 01/10/07 Time: 23:59ET Work type: INSTL DRIVEWAY AND WALKWAY PATIO AND IRRI Boring: 0 White--lined: U Ug/Oh/Both: U Machinery: Y Depth: 8 IN Permits: Y N/A Done for PFISTER Company FRANK PFISTER Type: HOME Co addr 1876 ARDEN WAY City JACKSONVILLE BEACH State: FL Zip: 32250 Caller FRANK PFISTER Phone: 904-613-0658 Contact FRANK PFISTER Phone: 904-613-0658 BestTime: 8-5 Mobile : 904-613-0658 Fax : 904-249-1181 Submitted: 12/14/06 00:16ET Oper: BEL Chan: 58 Mbrs : CAB457 CCTV03 FLP539 JEA SBF17 LS1104 Service Area Ceumd Pbose Nutuber utility Type Day: 9042475834 CAB457 CITY OF ATLANTIC BEACH. CHERYL KOMOREK Alt: WATER AND FLORIDA SEWER Emerg: Day: 8007789144 CCTV03 COMCAST CABLE CENTRAL LOCATING Alt CABLE TV COMMUNICATIONS,INC. SERVICES** Emerg: Day: 9042467316 FLP539 FERRELLGAS INC. ANDY GATLIN Alt GAS LINES Emerg: IEA JACKSONVILLE ELECTRIC DAVID MEANS Day: 9046658410 ELECTRIC do AUTHORITY Alt FIBER Emew httpJ/www2.callmmsWm.com/aWnWmet/Mess =TexYMewaaeTexLasp9NoticeID-SU... 12/14/2006 Impervious surface calculations° (� Impe ons /o formula " I In square footage- House footprint " I Driveway Sidewalk a/c pads detached garages or shed pool decking add the total square footage of this things and divide by total lot area CITY OF ATLANTIC BEACH s PLAN REVIEW SHEET Routed to: ` D.Hufstetler Fy'JF3��f, Building Department Public Works&Public Utilities Departments S. Doerr 800 Seminole Road 1200 Sandpiper Laneer Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D.Kaluzniak (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# 6 (, . '544 Property Address 6 TwC '?qIh,S Applicant: &--f 5T-f d Project: a d This permit application has been: Approved as noted by the V" Department. Final application approval must come from the Building Department. F-1 Reviewed and the following items need attention: ,C Su 4A i i i- P `V S C 05 Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: ' D.Hufstetler Building Department Public Works&Public Utilities Departments S. Doerr —0j 19 800 Seminole Road 1200 Sandpiper Lane . Car Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233a uzni (904)247-5800 (904)247-5834 Pu is a e (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# Property Address ' � Applicant: Kj ---� Project: :bzt .' '20,0 ' This permit application has been: ❑ Approved as noted by the t?tJWo(OlA Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: Proposed driveway addition effectively results in circular driveway. Per City Code Section 19-7 (f) , "Circular drives shall only be permitted on lots having at least 100 foot frontage. " Applicant has 81 ' frontage. Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: ITDate: Date Contractor Notified: go q-F q'O&S3 DEC 0 Z00 fna,/cod b4o affbea^77' , i TRANSMISSION VERIFICATION REPORT TIME 12/27/2006 10: 41 NAME FAX TEL SER. # BROAGJ427434 DATE DIME 12/27 10:40 FAX N0. /NAME 819048790853 DURATION 00: 01: 18 PAGE(S) 01 RESULT OK MODE STANDARD ECM CITY OF ATLANTIC BEACH ` CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 Atlantic Beach,Florida 32233-5445Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date— / 2,//;f/�* - — PERMIT# Job Address -2,0 P, tL ISSUED BY THE CITY Permitee: e� Telephone# t'S Go Permittee Address: D Requesting Permission to Construct: W rp Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes No ( ) Date: Bell South Telephone Company Yes( ) No ( ) Date: Ferrell Gas Yes No ( ) Date: Comcast Yes No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of (Contractor's Project Superintendent) located at Telephone#: 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Sign : Date: `4thCou QfoBefore m t s �/" day of M �- in ty of Duva YVONNE M.CALVERLEY State Of rida, has pens Wally appeared �n c r ;;� �;: Notary Public at Large,State of Florida,County of Duval. MY COMMISSION#DD 342192 My missionix ii as: �= K IRES:July 29,2008 Produced Identificat • ''f" " P `""�`� R.O.W. Permit Attachment of for R.O.W.Permit# issued ,2005 Atlantic Beach,FL 32233 Owner's Name: Property Address: 1ju< Subdivision: Lot#/Block#: ie:4 R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of , 2005, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and of Atlantic Beach, Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code, and all other land use and code requirements of the CITY. The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The Page 1 of 2 0 USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty (30)days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED thisG/r' day of hereM Ae2-- ,20Q _. CITY OF ATLANTIC BEACH,FLORIDA, B . a municipal corporation: Pro&1yOwner By: Jim Hanson, City Manager Attest: Rick Carper, Public Works Director STATE OF FLORIDA COUNTY OF DUVAL 6 On this %y day of acrtn^ C2 , 200,K, personally appeared before me, a Notary Publicand saill4ounty and State, the property owner of 331-') o a/ a/v4 ivc_- � , Atlantic Beach, Florida, known to me to be the person(s) described fn and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. By: tary Public in for said o ty aA State r erty Owner 1 _ (to be signed in presence of the Notary) YVONN .CALVERLEY MY COMMISSION S DD 342192 EXPIRES:July 29,2008 Rf, •`', BMW Thru Notary Public Underwriters Page 2 of 2 NOTICE OF COMMENCEMENT State of Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is s ted' NOT CElVNT. r~ Legal Description of property being improved: Address of property being improved: r Wit- General description of improvements: C I JC wner: r Address: k)W g—iT er's interest in site of the improvement: nQtL1 Fee Simple Titleholder(if other than owner): Name: Contractor: Y\ R S L Address: ' Telephone No.:§O-5U S-© 15,56 Fax No: �d 4/ 9 gs 3 Surety(if any) A2 L4 Address: Amount of Bond$ Telephone No: Fax No: Name and address of apy erson making a loan for the construction of the improvements Name: %y// Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: �. Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Floridtatues. (Fill in at Owner's option) Name: /f� Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER ed: -_.... Date: 7i 1 IN Doc#2006431323,OR BK 13701 Pa e 1517, 9 ;fore met isay of + in the Cgun of Duval,State Number Pages. 1 f Florida,has personally appeared 4-P— FAMiled&Recorded 121412006 at 01:50 PM. jiM FULLER CLERK CIRCUIT COURT DUVAL COUNTYMary Public at Large,State of Florida,Coun of Duval. RECORDING$10.00 y commission expires: 0 il@ '1'Ti1@llli$gl — Z o *0 7 Commission#DD455282 Expires July 27,2009 STATE Of FIOR OA 80ntled Troy Fen Insurance.inc 6LOr365111a19 Dec 15 06 12:05p Information Systems 904-247-5845 p.1 Special Information for OwnerAftilders DISCLOSURE STATEMENT for Section 489.103(7),Florida Statutes: STATE LAW REQUIRES CONSTRUCTION TO BE DANE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THE LAW. The exemption allows you as the owner of your property,to act as your own contractor even th oughyou do not have a license. You must supervise the construction yourself You may build or improve a one-fam7y or two-family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of$25,000 or less. The building must be for your own use and occupancy.It may not be built for sale or lease. If you sell or lease more than one building you have built yourself within.one(1)year attarthe construction is complete,the law will presume that you built it for sale or lease,which is a violation of this exemption You may not hire an un-licensed person as your contractor. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make sure that the people=210ed by you have licenses rn kred by state law and by county or municipal licensing ordinances. In addition,the owner roust supervise constriction and becomes liable and responsible for the employees helshe hires. This responsibility includes,but may not be limited to: 1. Workers Compensation,for workers injured on the job. 2. Social Security Tax must be deducted from employee's wages and matched with owner's funds. 3. Federal Withholding. Since owners must be liable for injuries to workers they hire,the Building Division suggests Workers Compensation Insurance be purchased unless the homeowners insurance policy clearly protects the owner_ Owners hiring workers become employers and should also observe IRS withholding tax Form 1099 requirements on the workers they employ on their improvement work. Un licensed contractors cannot be mmployed under any circumstances. Owners azo subject to a$5,004 penalty under Florida.Statute#455.288(I)instigated viaBuilding Division citations. An Occupational License is not adegg4lte. The owner should physically see the county Certificate of Competency or the Florida Contractors Certificate to ascertain a person is a licensed contractor. Telephone the building Division(247-5826ifin doubt. I hereby a 1 I ve read and understand all the above on thisDay of,�b �;50 "Iden 5i Address ram �� d At Print Name Telephone umber STATE OF FLORIDA: COUNTY OF DUVAL Before me personally appeared to me well known to be the individual and owner builder described in and who executed this instru ent and severally acknowledged-the execution thereofto be his own free act and deed as such owner builder hereunto. torized. //%% WITNESS my hand and official seal this�_dafy oft, atAt anti Beach'County and Suite aforesaid. NOTARY PUBLIC,STATE QF FLORIDA Print Name• �- „ MY COMMISSION EXPIRES: O 6�—r7 2- v p ARDE~sHIRE9RAHIMI t7 Personally Known o ®� Notary Public,State of Florida �Ident:ficaxton. Commission#DD218819 My comm.expires June 02,2007 Impervious surface calculations%formula Inuare footage- House footprint � � tP Driveway Sidewalk a/c pads detached garages or shed pool decking add the total square footage of this things and divide by total lot area YMA91 AVD1 O VJDVA OZ 111L n aQl%V J.%,r o, A.AA,. AND SOUTHERN HOME LENDING. ROYAL PALMS ®RIVE (6D' R/W) s 0117-lewz" E 8o s5 8� Ao*rjy S OT 18'02`E " (�/} BEAR4MG REITRENCE LIVE t/r 1/T 288.43' (R) - 266.37' (M) 25 DRIVEa be fj 0.2' �' -''�' -_• -moi+ WALK 25' B.RA- { �. O ----- -------- ------------ -s--Y- ---- -- ---= --o_s' BOO 18.2' Co 53 2' 11.3 � C0 cm CONG ` F-�—off► U]tn U PAIC AD ❑ 1-STORY STUCCO 04Y RESICE O-A a W/1.5' EAVES 4 F-p 0.4' 0.4 NQ. 330 m 161' 9' as 3 >; a — 2A METAL SHED b �h 4i W/ 32-S 11.5 h WOOD DECK r 22.5 10 EASEMENT FOR DRAINAGE UTILITIES ---- a a2' - — — x--x — t/�' LOT 8 ( N 07118'54' w saw. N EAT 10 BLOCK 25 ( N 0;"18,02" A 80.65 (B) BLOCK 25 LOT 9 BLOCK 25 a E r O ROOK1. J S t_161[i$1GS AFIE BASED t>w1 PAGE 168 2 STRUCTURE N0. 330 SWW HEREON UES WRIN FOOD ZONE x I �i CEIFJix1M FROM I".&ROOD MAPS PANG N0.I_DA flh 1; p 3 OCIATED SURVEYORS INC, 3 THIS IS A SURFACE SURVEY ONLY. THE E KM4T OF UNDERGROUND FO W LAND & E'1GINEB NG SURVEYS PIPES AND UMJMM IF ANY, NOT DEMWINED. r 3846 BLANDFNG BOULEVARD 4-JURISM11ONAL AN OR ENVIRONMENTALLY SENSITIVE AREAS IF AN JACKSONVILLE, FLORIDA 32210 LOCATED BY M�VEY t S-THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNSHED. THE 804-77t-6466 S- WERE NOT SEARCHED BY THIS SURVEYOR: FOR EAST D 0 ' CERTIFICATE OF AUiii[7ltIZATMN NO. LB 0005488 TITIN COVEbMTS. RESTRICTIONS, CLOSURES. TAIONGS OR ORDINANCI S $ r THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS F I HEREBY CERTTF!.TORI-,-SvRvEY wAS DONE UNDER MY 8.IN&M 014ERWISE STATED ALE.IRON PM FOUND HAVE NO IBB71FI DIRECT SUPERVISS t-p!y - -McEFS_THE MINIMUM TECIiNICAL LEdaMoAM9MfATmWa STAN FQR'LAN15 $ 'PURSU T TQ 0 SEF IRON PIPE OR REBAR P.C.=PUNT OF CURVE CWD = 611G17- EZO DA AQS'AJNI rF.S. " SURWEV' OR LELS488 P =POW OF Tk[68�lCI•ED.EM Ik - PE; HAPTEN 472. • FOL/iV�pyyRONN SPIN OR PIPE OP jP--R-C- P . = FOINC OF REVQt� CURy FOUND {0NClWrE MONUMENT(".) .C.C = POINT OF CONFOUND CUR% CJWSS CUR'OR ORU NOLE C? =COMPUIEDD DATATti>G4IIocnnan fg nun - nnuneetr WLf1JViY d VJDVALYG 111 LG JI:AY LyL-J� 1Lry. AND SOUTHERN HOME LENDING. Rt'YAL PALMS DRIVE (6o.- Rlw) S 0716,02"E 6EAr REFERENCE LINE 1/r i. 266.43' (R) 266.37' (M) 25 e`j MYE . ' o 0 2 WALK 25 B.R.L. O 18-2. - �� _ --_4 _-O.S' •�Q ' 53.2' COPD •4 . N ami E'.ONG. CONC N V P/C ❑ N 1-STORY STUCCO CONC. D VII/i5' EARS (� F-U J@ W OLZ 0. IM 4' Q4' NO. 330 ic 1.5'� 1 o O o � WIN METAL SHIED Whoa 32.3' 11.5 BECK � 10 EASEMENT FOR _ DRAINAGE & UNITIES QTkOX — Q 2' • 1/2" � 1ir LOT 8 ,v OTiB'54' w 80.85' (k)I LOT 10 BLOCK 25 "16 N 07 '0.0° F 80.85 (R) BLOCK 25 1 LOT 9 I BLOCK 25 V E r OBi. O s i.8EA[ilNtS ARE BALI)ON 1` PAGE ibB 2 STRUCTURE SINQ 33a SrEHOIMN fiEIEON tlES W*W FLOOD ZONE x I OETEININED FROM F.EN.A. "W MAPS PMFM NQ 1 BAM 04•-1 Q ASSOCIATED SURVEYORS INC. 3 THLS IS A WACE SURY ONLY. THE EsXTENr OF UNDER6R«,ND FO iv RAND do ENGINEERING SURVEYS PIPES AND UTILI 16 IF ANY, NOT M-WRYNNEEL 1" 3846 BLANBING BOULEVARD 4`JURWIlC L {S OR ENIARONMHHTALLY SENSITIVE 1t41EA5 If AN 2 KSOKWLLF, FLBSS 32210 THISLOCAS 8Y TFifS i � 5.THIS SIRiVE1f 8A'3EA ON LlwGA!BESCRIPTTONS FURNSNE7]_ THE RECORDS 1MERE WT SEARaiED 9Y INS SURVEYOR FOR EASE O S S Y CERTIFICATE OF AUTINC tIZATION NO. LB 0005488 TIS COVENANTS. F STRICAON% MIDSUWS. TAKING s OR ORDINANa 'FEW COULD BE OTHER MATIEAS OF RECORD THAT AFFECT THIS F I HEREBY CERTIFY.'lC qjS SIWRVEY WAS CLONE UNDER My 6.UNLESS OTHERIH.SE STATED ALL IRON PIPE'S FOUND HAW NO 10ENTIS DIRECT SUPEW AND-MEETS_THE MINIMUM TECHNICAL L9QA ND/ tATTONIrit! STAN FOR pa 'PURSU T TO RAFTER O SEF IRON PIPE OR REHIIR P.C.- POINT OF CURVE OOYD = 61G17- F10 D%l Al 5l1NI T' "ASSGSURWY' OR LEL54W P.T.=F(W OF TINCT E q=EX �F- K4PTER 472• F.S. $ FOUND IRON PIN OR PIPE (IP) P.R.G.- POINT OF GM CURB BY: ` ' M FOUND CO NCRM MONUMENT(C-U.) FTE P.C.C.- POINT OF OOMPOLM CUR% %= CitOSS CUT OR OF2MJ HOLE CC) =COYPUiED DATA Rfi_N=MIGHT 12/13/2006 23:24 FAX 19042424076 INTEGRITY APPRAISALS (A003/004 Page I of 2 Ticket : 345604325 Rev:001 Taken: 12/14/06 00:16ET Old Tkt: 345604325 Taken: 12/11/06 10:42ET Oper: HEL State: FL Cnty: DUVAL GeoPlace: ATLANTIC BEACH CallerPlace: ATLANTIC BEACH Subdivision: ROYAL PALMS Address 330 Street ROYAL PALMS DR Cross 1 ATLANTIC BLVD Within 1/4 mile: Y Locat: LOCATE THE ENTIRE PROPERTY INCLUDING ALL DROPS THE HOUSE Remarks : *** LOOKUP BY ADDRESS *** Grids : 3019B8124B Work date: 12/14/06 Time: 07:OOET Hrs notc: 000 Category: 3 Duration: 04 DAYS Due Date : 12/13/06 Time: 23:59ET Exp Date : 01/10/07 Time: 23:59ET Work type: INSTL DRIVEWAY AND WALKWAY PATIO AND IRRI Boring: U White-lined: U Ug/Oh/Both: U Machinery: Y Depth: 8 IN Permits: Y NIA Done for PFISTER Company FRANK PFISTER Type: HOME Co addr ; 1876 ARDEN WAY City JACKSONVILLE BEACH State: FL Zip: 32250 Caller FRANK PFISTER Phone: 904-613-0658 Contact FRANK PFISTER Phone: 904-613-0656 BestTime: 8-5 Mobile : 904-613-0658 Fax : 904-249-1181 Submitted: 12/14/06 00:16ET Oper: HEL Chan: 58 Mbrs : CAB457 CCTV03 FLP539 JEA SBF17 LS1104 Service Area Contact Phone Number Utility Type CAB457 CITY OF ATLANTIC BEACH, CHERYL KOMOREK Alt:Day: 9042475834 WATER AND FLORIDA SEWER Emerg: CCTV03 COMCAST CABLE CENTRAL±LOCATING Day: 8007789140 Alt: CABLE TV COMMUNICATIONS,INC. SERVICES Emerg: Day: 9042467316 FLP539 FERRELLGAS INC. ANDY GATLIN Alt: GAS LINES Emerg: JEA JACKSONVILLE ELECTRIC DAVID MEANS Day: 9046658410 ELECTRIC& AUTHORITY Alt: FIBER Emerg: htto://www2.calisunshine.com/utMntL-met/MessaizeText/MessageTexLasn?NoticdD=SU... 12/14/2006 1Z/13/ZUUU Y3:Z4 FAA 19042424076 INTEGRITY APPRAISALS IA002/004 Page 2 of 2 I SBF17 BELLSOt1TH NW CENTRAL LOCATING Day.- 8007789140 SERVICES** Alt: TELEPHONE En=g: I httv://www2.caltsunshine.comru thintemet/MessaReText/MessageText.asp?NoticeID�=SU... 12/14/2006 lziis/zuUU zs:23 FAA 19042424076 INTEGRITY APPRAISALS Q001/004 Response Status Page 1 of 1 firth interneT SUNSHINE STATE ONE CALL OF FLORIDA Ifft"Wa0w,Inc MfWft _ Nome Homeowner View Response Ticket ID: 345604325 Phone Number: 9046130658 Ticket Information Disc Site Data Excavator Data Ticket ID:345%04325 Company Name:FRANK PFISTER Street Name: ROYAL PALMS DR Contact:FRANK PFISTER Place: ATLANTIC BEACH Phone Number. (904)613-0658 County: DUVAL Street: 1876 ARDEN WAY State: FL City,State: Zip:32250 View Ticket Teoct__ Ticket Status: OPEN I Service Area Name Response CITY OF ATLANTIC BEACH,FLORIDA No Response COMCAST CABLE COMMUNICATIONS, INC. tl) FERRELLGAS INC. (4)-Clear No Facilities JACKSONVILLE ELECTRIC AUTHORITY (5)-No Conflict-utility is outside of the requested work site BELLSOUTH NW (4)-Clear Ne Faeilities http://www2.callstmsbine.coin/irthintemet/PositiveResponse/HomeOwner/Home0wnerV... 12/14/2006 1L/13/LUUU 23:24 VAX 19042424076 INTEGRITY APPRAISALS Q004/004 I 12/14/06 07:48 AM 3865752030, Sunshine State One Call 01/01 The following facility operators have responded for this locate request; Ticket 345604325 FL : DUVAL County, ATLANTIC BEACH City 330 ROYAL PALMS DR CITY OF ATLANTIC BEACH, FLORIDA - ***Response has not been entered*** COW-AST CABLE COMMUNICATIONS, INC. - Marked FERRELLGAS INC. - Clear No Facilities JACKSONVILLE ELECTRIC AUTHORITY - No Conflict - utility is outside of the requested work site BELLSOUTH NK - Clear No Facilities The most up-to-date response status can always be gathered at http://www2.oallsuashine.com/irthinternot/ , or by calling 1-800-852-8057. 17024 DEPAI BUILDING t CITY dF.ATLANTiC BEACH ERMI" IiVFORMATIf?N - - LOCATION INFORMATION ,------,- Permit - ;' dress : 330ROYAL PALM DR E Perm t T rge MECHANICAL Lass f Work ALTERATION ATLANTIC BEACH, FLORIDA, 32,233 CdnSt . � O�/y) FRAME y( �R+�.yyAA_py_�- ,. LItGA/LR DESCRIPTION �i�eR�t�OAw! i� RAME �,�i Block. Lot : Lat Y' 11R---- - . Pa spo,�ed Use SIXGLE FAMILY Section P' �0 Dw I l a.ngs ; tJ Subd r Rnq: 0, Est value.- 0 .00 Subdivision. Impro . cost *. 0.00 Total Fees * 61 .00 Amou t Paid . 63 .00 Date 21M. oak s =; tEP � ,, .x. SERB HEAT STRIP AND AIR HANDLER Ot ane: APPLICATION FEES --------- lame. kddr 6100 ; � � ffiEAt"FI r LOR I DA 3122 ; 6n+ � s �" w ION �Ame,t.,� YDi HEAV`j,- 0 ;AIR CO�D. CO d>«:. P,O Y Box � + . , = CK$ONVILL�° FLORIDA 245 r,��yyc rj CC7R62 Exp: Y pe, y . :e"1, S AiflTES: � t I� w Nd3TIG -"IPISPECT1oNs 'MUST,BE REQUESTED AT LgAST , � y fi.. t ? , I I LC3 M1#TERtAi;RUBBISH AND DCBRIS FROM THIS WORK MUST NOT BE PLACED 1N PUBLIC SPACE A�#.0 MIJS t.` 3E t. C�EAi a`UP AND tiAULEC#AWAY SY EITHER CONTRACTOR OR OWNER ` "PAI RE TO'COMPLY WITH THE M ECHANICS LIEN LA11V CaN :RESULT IN SHE` RC�PERTY bWNER PAYING TWICE FOR BUIL TING 1MPRQVEMENTS ' CARDING TO,APPAOVED PLANS WHICH ARE PART OF THIS PERMIT AND Si16JE OF APPLICABLE PROVISIONS OF LAW. TO REVOCATION. OR t11 PARTMENT 1` 1r i „ Y BUILDING AND ZONING INSPECTION DIVISION CITY OF ATI..ANTIC BEACH ATLANTIC alar". IrL"IDA•al» APPLICATION FOR MECHANICAL PERMIT CAWIN NUMBER IMPORTANT — Applicant to complete all items in sections 1, il, UI, and IV, 3 LOCATIONOft Heat MIr•w• - � U� �^ 1at•s•s 6#09I8. tis/.o•p .L bul RING Aad_ _1t 7— )1 A fvb�i►Isi•s q. IDENTIFICATION To be completed by all applicants. f. ce•9 NrO+ieA •1 prri iw•A ler Io"i the worl as 00wrib•d in the shows 91•te"i w h0rob • ra• to ..9% +►s sNstfyl p4A6 *sd spcilics6"$ which aro • rt Wool •nd in Y 9 p•riorn+ 9014 wort in sttordancs *I Tend swatt-to 64d Mers;A. cc '7r p •curd•nc• wish IM City of Jacisonvillo ordinsAc•s •ad 91•rndtrds Iss�O s Nsahsai••t ✓l til ! qt A4-7 CeeMNhn 1��11 r/j "1 t„',anwon" of (1kM1� WOW C� 1 Co 7/ d-7 a piropi r Aallseri••d Aye! Aiiiiiii 1twes of A•hlht of Invie••r 111. i�pIOt/tI. MMdRAlAT10N Two of �� 11 OTNtisl t7oNtit•NNCTION eti1N0 OONN ON �/ /� TMIS e111LoINe OA i1T[t t(f O Gra—O V 0 N•hr•1 p t;•atw:l�Mlh O of t/Tu, 4"Vti NI/IMetcN 0/ C NSTIIUCTION MLtM11T D 0110. — I'M44 V. M�OIW�ICrAit sMrR/0 M LWWAM"AKATUOf 04 lloNdrntl r---�] Commercial het 0 lkwo 11 — 0io'. $v M Igplle•Ittsnt o1�Itlglne sy�tattt W 11-- e=X .,��ILi�L stir, m New kwallatlee tNo syst.n+preigga r lnatipIt . Q ReA;�wNw• O FAINWIN K add-on to Bale ino system o L*%%* p ttl.11lll 0 .. o �.�.�. hltlri.rl n«►NARK I w"*my o va t.rl�.�t bei Pow* Appove urr Au, QUU%0W As Calf?f xem A!o ►TION RQVV,I ft1�.,tti� oautntyt�w�ll �ix M. �''w a 1 �r T 77 770 =777• FL"ACM 601111111 lr>�A.ACl� .Nllmbwl Maid I WAbW F r ©� 4&4a& //CITY OF 0;&U-44�_ �� /3�-"t&Z-Q4 Office of Building Official REQUEST FOR INSPECT12N Date a/ ` v Permit No. Time A.M. Received P.M. 6 _ C Job Addre y Owner's Name _ Contractor MECHANIC CONCRETE ELECTRICAL PLUMBING Framing n Footing Ci Rough Wiring I Rough AL ❑ Re Roofing f I Slab ❑ Temp Pole L i Top Out ❑ Heating Insulation ❑ Lintel Ij Final F� Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION A.M Mon. Tues. Wed. Thurs. Friday �- :G 5� A.M. Inspection Made _P.M. Inspec Final Inspecti7CICU� Certificate ofpancy [-j /,� Date P$R•3844 � r. DEPARTMENT.OF 13UILDINa, , . CITY OF ATLANTIC BEACH I _ ~ .. ERNIT INFORMATION LOCATION TNPO XATIQN erm t Number 17014 A Adres' s: t30 ROYAL PALMS DRIVE J Pert T ►peELETRIAL ATLANTIC HEAOORT'EtA 32233 lass Work»ALTERATION . _w_ LEGAL DESCRIPTION .---------- Const Type:WOt3D FRAME Black: _ LottTwp Q Proppo ed Use: Section 10 Subd:O Rnc�: 0 w l ngs:; 1 SubdivisionaR,OYAL PALMS Est Value: O .O impra .° Cost : 4 .00 TatI Fees 25 .00 Amour t Pai,,a -"� .00 CP 0,40 `� x x( ozkDs ,t 1 AND AC Blhe. APPLICATION FEES --- dd r. 3µ3 L �IGi:3 L3R I VE ERM I T' 25.00 7' LORIDA honer 0 " P s J asF f Sty ;,r„ 0y, 4 . . . . �CONTCTd11iAT I ON time R . & R-'' L 0 1C t31 PANY J�ACRSONV I LLQ. "L. 32219 L c: CSO B 7th Exp: ek NOTES: - 3 I r NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO lNSPECTlON i I } BUILDIN 3 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 G A F F ' 1*AiIURE TO COMPLY WITH THE -MECHANICS' L EN LAW CANRESULT IN THE I RQPERTY OWNER PAYING TWICE FI R SUILPING IMPROVEMENTS." RUED =ORDING10 APPROVED PLANS WHICH ARE PART OF'THIS PERMIT AND SUBJECT TO REVOCATION FOR Vi�3LpT. N OF APPLICABLE PROVISIONS OF LAW. i _ ATLANTIC EACH BUILDING DEPARTMENT as 1 By: 44A L 3 CITY OF ATLANTIC BEACH, FLORID / Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 8-20-98 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM. SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH'THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. R & R Electric of .North Florins, 1%, ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE NAME 'Armando Ofaria ADDRESS: 330 Royal Palm Dr. RFD____—BOX BLDG.SIZE BETWEEN: RES.(V/ APT. ( ) COMM. ( ) PUBLIC( ) INDUS. ( ) NEW( ) OLD REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW( ) INCREASE ( ) .REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER AMPS PH W V LT RACEWAY EXIST.SERV.SIZE Db AMPS PH W / LT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. SWITCHES 91.100 AMPS. INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS ea CITY OF ATLANTIC BEACH, FLORIDA ) pp*owd by APPLICATION FOR ELECTRICAL PERMIT �_ I TO THE CHIEF ELECTRICAL INSPECTOR: DATE: '22` �- 192 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. G E' em&kmo6 kd ft - ' ELEMICAL FIRM: MASTER ELECTRICIAN SIGNA URE JOURNEYMAN NAME;.) ADDRESS: RFD BOX BLDG.SIZE ' BETWEEN: Aa;t. RES.(&r APT. ( 1 comm.( i PUBLIC l 1 INDUS. ( 1 NEW( 1 OLD(bbP REW.( 1 ADDITION( 1 TRAILER ( 1 TEMPI ► SIGNS ( i SQ. FT. SERVICE: NEWC ) INCREASE (W REPAIR l ) FEE CONr OR SIZE o y AMPS,;t 0 COPPER ( ALUM. i SWIM OR BREAKER U U AMPS PH W dVOLT 1 RACEWAY EXIST rSERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS"'" NO. SIZE NO. SIZE NO SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL PT RECEACLES CONCEALED OPEN TOTAL 0-TO AMPS. 91.100 AMPS, SWITOHE3 j INCA ESCENT FLUOIIESCENT&M.V. FI ED 0.100 AMPS, OVER APPLI`NCEs BELL TRANSF. AIR H.P.RATING H.P.RATING CONDO10NING COMP.MOTOR OTHER MOTORS AMPS CEIL H AT: KW-HEAT r w, 0.1 OVER iR. MOTO S H.P. VOLTAGE PHS NO. 1 H.P. �OLTAGE PHS z. MISE LAIIIEOUS': H 419»i MIL$ITOFB ILDIN#� C1TY"?1ATLANT1ClEACH INFi R A LOCATIO4 INF'ORKATION Per*l Num r"t 41ao Add oarms33, 01 ftoYAL ,PAWIS DRIVE ' it Ty ^ Al AKTIC StACH, FLORIDA . L. C.I gm c Work� MSW - Ek�AL DESCRIPTION Con , r. Type; WAO FRAME Lata Bl+Co1cs 5 tions Pro maed Uewt SINGLE FAMILY Township. RUGS 0 Oweng� : C d O Subdivi v is 6l ROYAL. PALMS' RSti, ted Valuo; X0:00 �rnv. Cost s #0. ► wl 022. 50 A u nt y *22. , W lrl , F N RO.O ' WITH NEW SH I NGL�S ATIIOX , 'APPLICA ION FEES ---- , .n � a .. .'' .rGRt,I�T' $22, 50 Adt#xi z PALMS DRIVE, WATR IMPAC PEE *0.9 14 FLORID t �F OT FEE � 40.OCA N Rfibo GA��-H. R. S. $0.00 Ph .».._ .R E 01 FO TON RADON OAS 5% X0.00' ., a. f A� COMP " WATER TAP r0.OQ A Idr s a 3 Iii a LCJF� " tC7A"Ri SgWRR TAP— $0.00 JACK : FL 316 HYL3RAULIC fiHARZ $0. 00 "Types 0 R -II '.s'"PRG``` FRR SEC IMPACT FSR . ., NOTES: OTIf U U G 0 2 1991 tT ANTIC gp NOTICE--ALL C.QFICRETE FORMS AND FOOTINGS MUST SE INSP TED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF)SSUE t BukDI G MATERIAL,RU$BISH AND DEBRIS FROM THIS WORK MUST NOT BE LACED IN PUBLIC SPACE,AND MUST BE CLEAR D UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. `.Fl lllURE T� COMPLY WITH THE MECHANICS' LIEN LAIN CAN, RESULT IN, TMS . OPERTY, R 'PAYING TWICE FOR BUI DING IMPROV"w, ENTS. 1$SiJE ACCORDING TO APPRQVED PLANS WH#CH ARE PORT OF THIS PER IT AND SUBJECT TO REVOCATION FOR VltI:AT N OFAPPLICABLE PROVISIONS OF LAW. I ,'.ATLANTI 'BEACH BUILDING oEPA}R`TMENT t .,gar CITY OF ATLANTIC BEACH PERMIT APPLICATION ROOFING c Owner(s): Address: R l 1M Phone:24 Lot # Block or Unit # Subdivision Contractor: l Address:--2� Ei �c1� �n B1,->1 Phone: Ly State License No. Describe work to be done: - aa Materials to be used: Signature OWNER: Date: Signature CONTRACTOR: :k 1 Architectural Testin8 APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE MAY 2 9 2006 By: --GL_______ AAMA/WDMA/CSA 101/LS.2/A440-05 AND ANSI/AAMA/NWWDA 101/LS.2-97 TEST REPORT Rendered to: PELLA WINDOWS AND DOORS SERIES/MODEL: 10 PRODUCT TYPE: Vinyl Single Hung Windows o�``��'4v m uV VC 'i ` �No.57795 *' This report contains in its entirety: a-� Cover Page: 2 pages p STATE OF Report Body: 13 pages '�c Drawings: 15 pages ��°''�SS.ONA�� `��` ,.wr.-. .Y.nUft 2006.02.07 07:16:57-05100' Report No.: 60668.01-122-44 Test Dates: 10/18/05 Through: 10/20/05 Report Date: 02/06/06 Expiration Date: 10/20/09 130 Derry Court York,PA 17402.9405 phone: 717-764.7700 fax: 717-764.4129 www.archtest.corn 110�v Architectural Testing H==OF RES n.Tc Summa of Results Title Test Specimen#1 Test Specimen#2 Test Specimen#3 Primary Product Designator H-R25 1219 x 1829 H-R35* 1219 x 1511 H- 5* 914 x 1511 48 x 72 48 x 60 36 x 60 P ative Desi Pressure* 1440 Pa 30.09 s 1680 Pa 35.11 s 1920 Pa 40.13 s ratin Force in motion 135 N 301b N/A Air Infiltration 0.56 L/s/m N/A 0.11 cfm/ft N/A N/A ation Resistance Test Pressure* 470 Pa 9.82 s+1800 Pa 37.62 N/A oad Structural Test Pressure* ( Pso ±2520 Pa(52.66 pso +2520 Pa(52.66 pso 2160 Pa 45.14 s -2880 Pa 60.19 srced En Resistance Grade 10 N/A N/A Summa of Results Title Test Specimen#4 Teat Specimen#5 Test SPCcimen#6 Primary Product Designator H-R401219 x 2134 H-R35 1219 x 2134 H-R35 1219 x 1829 Ope48x84 48x84 48x72 ratin Force in motion 85 N Q91b N/A N/A Air Infiltration 0.10 L/s/m N/A 0.02 cfm/ft N/A Water Penetration Resistance Test Pressure* 360 Pa 7.52 s N/A Uniform Load Structural Test Pressure ±2880 Pa 60.19 s ±2520 Pa 52.66 s ±2520 Pa/2.66 s Forced En Resistance Grade 10 N/A N/A t S Summaof Results Title Tesmen#7 Test Specimen#8 Primary Product Designator H-R40* 914 x 1829 H-R35* 914 x 1829 36x72 36x72 Operating Force in motion N/A N/A Air Infiltration N/A N/A Water Penetration Resistance Test Pressure* N/A N/A Uniform Load Structural Test Pressure ±2880 Pa 60.19 s ±2520 Pa52.66 s Forced En Resistance N/A N/A *-Optional Secondary Designators Test Completion Date: 10/20/05 Reference should be made to All Report No.60668.01-122-44,dated 02/06/06 for complete test specimen description and data. Architectural Testing 6/WDMA/CSA 101/LSJ/A44"5 An ANSI(AAMAMMMDA 101/LS.2-97 TEST F.PnRT Rendered to: PELLA WIldDOWS AND DOORS 2000 Proline Place Gettysburg, Pennsylvania 17325-4626 Report No.: 60668.01-122-44 Test Dates: 10/18/05 Through: 10/20/05 Report Date: 02/06/06 Expiration Date: 10/20/09 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Pella Windows and Doors to perform testing on eight Series/Model 10, vinyl single hung windows. The samples tested successfully met the performance requirements for the following ratings: Test Specimen -- #1: H-R25 1219 x 1829 (48 x 72); Test Specimen #2: H-R35* 1219 x 1511 (48 x 60); Test Specimen#3: H-R35* 914 x 1511 (36 x 60);Test Specimen#4: H-R40 1219 x 2134(48 x 84); Test Specimen #5: H-R35 1219 x 2134 (48 x 84); Test Specimen #6: H-R35 1219 x 1829 (48 x 72); Test Specimen #7: H-R40* 914 x 1829 (36 x 72); Test Specimen #8: H-R35* 914 x 1829(36 x 72). Test specimen description and results are reported herein. General Note: An asterisk (*) next to the performance grade indicates that the size tested for optional performance was smaller than the Gateway test size for the product type and class. Test Specifications: The test specimens were evaluated in accordance with the following: AAMA/WDMA/CSA 101/l.S.2/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights. ANSI/AAMA/NWWDA 101/I.S.2-97, Voluntary Spec fications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 10 Product Type: PVC Singlc Hung Windows 130 Derry court York,PA 17402.9405 plane: 717.764.7700 fax: 717.764-4129 www.archtnt.com 60668.01-12244 Architectural Testing Page 2 of 13 Test Specimen Description: (Continued) Test Specimen#1: H-R251219 x 1829(48 x 72) Overall Size: 1219 mm(4811)wide by 1829 mm(7211)high Interior Sash Size: 1165 mm(45-7/811)wide by 895 mm(35-1/411)high Fixed Daylight Opening Size: 1140 mm(44-7/8")wide by 835 mm(32-7/811)high Screen Size: 1170 mm(46-1/1611)wide by 875 mm(34-7/16")high Reinforcement: Steel reinforcement was utilized in sash interlock only. Test Specimen#2: H-R35* 1219 x 1511 (49 x 60) Overall Size: 1219 mm(48")wide by 1511 mm(59-1/2")high Interior Sash Size: 1168 mm(46")wide by 737 mm(29")high Fixed Daylight Opening Size: 1140 mm(44-7/811)wide by 673 mm(26-1/2")high Reinforcement: Steel reinforcement was utilized in sash interlock and meeting rail only. Test Specimen#3: H-R35* 914 x 1511 (36 x 60) Overall Size: 914 mm(3611)wide by 1514 mm(59-5/811)high Interior Sash Size: 864 mm(34")wide by 737 mm(29")high Fixed Daylight Opening Size: 837 mm(32-15/16")wide by 673 mm(26-1/2")high Reinforcement: Steel reinforcement was utilized in sash interlock only. Test Specimen#4: H-11401219 x 2134(48 x 84) Overall Size: 1219 mm(48")wide by 2134 mm(84")high Interior Sash Size: 1165 mm(45-7/8")wide by 889 mm(35")high Fixed Daylight Opening Size: 1140 mm(44-7/8")wide by 1118 mm(44")high Screen Size: 1178 mm(46-3/811)wide by 873 mm(34-3/8")high Reinforcement: Steel reinforcement was utilized in the sash interlock, sash stile, and meeting rail. 60668.01-122-44 —. Architectural Testing Page 3 of 13 Test Specimen Description: (Continued) Test Specimen #5: H-R35 1219 x 2134(48 x 84) Overall Size: 1219 mm(48")wide by 2.134 mm(84")high Interior Sash Size: 1168 mm(46")wide by 584 mm(23")high Fixed Daylight Opening Size: 1143 mm(45")wide by 1448 mm (57')high Screen Size: 1173 mm(46-13/16")wide by 572 mm(22-1/2")high Reinforcement: Steel reinforcement was utilized in the sash interlock and meeting rail only. Test Specimen#6: H-R35 1219 x 1829(48 x 72) Overall Size: 1219 mm(48")wide by 1829 mm(72')high Interior Sash Size: 1165 mm(45-7/8")wide by 895 mm(35-1/4")high Fixed Daylight Opening Size: 1140 mm(44-7/8")wide by 835 mm(32-7/8")high Reinforcement: Steel reinforcement was utilized in sash interlock, sash stile, and meeting rail. Test Specimen#7: H-R40* 914 x 1829(36 x 72) Overall Size: 914 mm(36")wide by 1829 mm(72")high Interior Sash Size: 864 mm(34")wide by 895 mm(35-1/4")high Fixed Daylight Opening Size: 835 mm(32-7/8")wide by 832 mm (32-3/4")high Reinforcement: Steel reinforcement was utilized in sash interlock and sash stiles. Test Specimen#8: H-R35* 914 x 1829(36 x 72) Overall Size: 914 mm(36")wide by 1829 mm(72")high Interior Sash Size: 864 mm(34")wide by 587 mm(23-1/8")high Fixed Daylight Opening Size: 838 mm(33")wide by 1143 mm(45")high Reinforcement: Steel reinforcement was utilized in sash interlock only. /100OX 60668.01-122-44 Architectural Testing Page 4 of 13 Test Specimen Description: (Continued) The following descriptions apply to all specimens. Finish: All vinyl was white. Glazing Details: All glazing consisted of scaled insulating glass units comprised of two sheets of 3/32" thick clear annealed glass and a metal reinforced butyl spacer system. The glass was exterior glazed against a dual-sided adhesive foam glazing tape and secured with snap-in vinyl glazing beads. Weatherstripping: Description QMKdV Location 0.187'backed by 0.190" high 1 Row Bottom rail,both meeting rails polypile with center fin 0.187'backed by 0.250"high I Row Bottom rail polypile with center fin 0.187'backed by 0.250"high 2 Rows Stiles polypile with center fin Frame Construction: The frame was constructed of extruded vinyl members. All comers were mitered and welded. The exterior meeting rail was fastened to the frame with two #6 x 1-5/8"screws. Sash Construction: The sash were constructed of extruded vinyl members. All corners were mitered and welded. Screen Construction: The screen was constructed of roll-formed aluminum members. All corners were square-cut and secured with plastic corner keys. The screen mesh was secured with a flexible vinyl spline. 60668.01-122-44 Architectural Testing Page S of 13 Test Specimen Description: (Continued) Hardware: Descri 'on Location Metal sweep lock with 1 Midspan of meeting rail adjacent keeper Block and tackle balance 2 Jambs assembly Plastic tilt latch 2 Each end of the interior meeting rail Metal pivot pins 2 Each end of the bottom rail Drainage: Description anty Location -- 3/8"by 1/8"weepslot 2 4"from each end of the bottom rail 1/2" by 1/8"weepslot 2 2"from ends of exterior sill face 3/4"by 1/8"weepslot 2 2"from ends of interior sash track draining to hollow below 3/4"by 1/4"weepslot 4 Ends of internal vertical walls of sill Installation: The units were installed into Spruce-Pine-Fir#2 wood test bucks. The nail fin was secured with 2"roofing nails at each corner and through every other hole in the nail fin. Pella tape was utilized to cover the nail fin and the exterior face of the buck. 60668.01-122-44 Architectural Testing Page 6 of 13 Test Results: The results are tabulated as follows: P.araaranh Title of Test-Test Method Results Allowed Test Soecimea#1: H-R25 1219 x 1829(48 x 72) 5.3.1 Operating Force per ASTM E 2068 2.2.1.6.1 Initiate motion 53 N(121bf) N/A Maintain motion 135 N(30 lbf) 135 N(30 lbf) Latches 22 N(5 lbf) 100 N(22.5 lbf) 5.3.2.1 Air Leakage Resistance per ASTM E 283 2.1.2 75 Pa(1.6 psf) 0.56 L/s/m2 1.5 L/s/m2 (0.11 cfin/ft) (0.3 cf n/fl max.) Note #1: The tested specimen meets (or exceeds) the performance levels specified in ANSUAAMA/NWWDA 10117.S.2-97 or AAMAIWDMA/CSA 101/ZS.21A440-05 for air infiltration. 5.3.3.2 Water Penetration Resistance per ASTM E 547 2.1.3 (with and without insect screen) 140 Pa(2.93 psf) No leakage No leakage 5.3.4.2 Uniform Load Deflection per ASTM E 330 2.1.4.1 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 720 Pa(15.05 psf)(positive) 15.8 mm(0.62") See Note#2 720 Pa(15.05 psf)(negative) 14.2 mm(0.56") See Note#2 Note #2: The Uniform Load Deflection test is not a requirement of ANSYAAM41NWWDA 1011I.S.2-97 or AAMA/WDMAICSA 10111 S.21A440-05 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 5.3.4.3 Uniform Load Structural per ASTM E 330 2.1.4.2 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 1080 Pa(22.57 psi)(positive) 1.0 mm(0.04") 4.6 mm(0.18") 1080 Pa(22.57 psf)(negative) <0.25 mm(<0.01") 4.6 mm(0.18") 60668.01-122-44 Architectural Testing Page 7 of 13 Test Results: (Continued) Par�g��h Title of Test-Test Method Allowed Test Specimen#1: H-R25 1219 x 1829(48 x 72)(Continued) 5.3.5 Forced Entry Resistance per ASTM F 588 2.1.8 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al through A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 2.1.7 5.3.6.3 Deglazing Test 2.2.1.6.2 In operating direction-320 N(70 lbs) Interior meeting rail 2.8 nun(0.11") 11.4 mm(0.45") Bottom nail 2.5 mm(0.10") 11.4 mm(0.45") In remaining direction-230 N(50 lbs) Left stile 1.3 nun(0.05") 11.4 mm(0.45") Right stile 1.3 mm(0.05") 11.4 mm(0.45") OQRtional Performance 4.4.2.6 Water Resistance per ASTM E 547 4.3 (with and without screen) 470 Pa(9.82 psf) No leakage No leakage 4.4.2.6 Uniform Load Deflection per ASTM E 330 4.4.1 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 1440 Pa(30.09 psf)(positive) 23.9 mm(0.94") See Note#2 1440 Pa(30.09 psf)(negative) 31.0 mm(1.22") See Note#2 60668.01-122-44 Architectural Testing Page 8 of 13 Test Results: (Continued) ParUMLhh Title of Test-Test Method Results Allowed Test Sneeim_men_#1: H-R25 1219 x 1829(48 x 72)(Continued) Optional Performance: (Continued) 4.4.2.6 Uniform Load Structural per ASTM E 330 4.4.2 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 1800 Pa(37.62 psfl(positive) 4.1 mm(0.16") 4.6 mm(0.18") 2160 Pa(45.14 psi)(negative) 2.0 mm(0.08") 4.6 mm Test Specimen#2: H-R35* 1219 x 1511 (48 x 60) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 4.4.1 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 1680 Pa(35.11 psi)(positive) 11.7 mm(0.4611) See Note#2 1680 Pa(35.11 psi)(negative) 10.4 mm(0.41") See Note#2 4.4.2.6 Uniform Load Structural per ASTM E 330 4.4.2 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 2520 Pa(52.66 psf)(positive) <0.25 mm(<0.01") 4.6 mm(0.18") 2520 Pa(52.66 psi)(negative) 0.51 mm(0.02") 4.6 mm (0.18") Test Specimen#3: H-R35* 914 x 1511 (36 x 60) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 4.4.1 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 1920 Pa(40.13 psi)(positive) 12.2 mm(0.48") See Note#2 1920 Pa(40.13 psf)(negative) 10.2 mm(0.4011) See Note#2 4.4.2.6 Uniform Load Structural per ASTM E 330 4.4.2 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 2520 Pa(52.66 pso(positive) 1.0 mm(0.0411) 3.3 mm(0.13") 2880 Pa(60.19 pso(negative) 1.0 mm(0.04") 3.3 mm(0.13") 60668.01-122-44 Architectural Testing Page 9 of 13 Test Results: (Continued) Title of Test-Test Method Results Allow MO Test Specimen#4: H-R401219 x 2134(48 x 84) 5.3.1 Operating Force per ASTM E 2068 2.2.1.6.1 Initiate motion 93 N(21 lbo N/A Maintain motion 85 N(19 lbo 135 N(30 lbf) Latches 22 N(5 lbf) 100 N(22.5 lbf) 5.3.2.1 Air Leakage Resistance per ASTM E 283 2.1.2 75 Pa(1.6 psf) 0.10 L/s/m2 1.5 L/s/m2 (0.02 cfm/ft) (0.3 cfm/ft max.) Note #l: The tested specimen meets (or exceeds) the performance levels specified in ANS1/AAM4/NWWDA 101/1.S.2-97 or AAMAIWDMA/CSA 10111.S.21A440-05 for air infiltration. 5.3.3.2 Water Penetration Resistance per ASTM E 547 See Note#3 2.1.3 5.3.4.2 Uniform Load Deflection per ASTM E 330 See Note#3 2.1.4.1 5.3.4.3 Uniform Load Structural per ASTM E 330 See Note#3 2.1.4.2 Note#3: The client opted to start at a pressure higher than the minimum required Those results are listed under "Optional Performance" 5.3.5 Forced Entry Resistance per ASTM F 588 2.1.8 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test A 1 through A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 2.1.7 Ak /-IOOIX 60668.01-122-44 Architectural Testing Page 10 of 13 Test Results: (Continued) Emagm2h Title of Test-Test Method Result Allowed Teat Specimen#4: H-1140 1219 x 2134(48 x 84)(Continued) 5.3.6.3 Deglazing Test 2.2.1.6.2 In operating direction-320 N(70 lbs) Interior meeting rail 2.8 mm(0.l 1") 11.4 mm(0.45") Bottom rail 2.5 mm(0.10") 11.4 mm (0.45") In remaining direction-230 N(50 lbs) Left stile 1.3 mm(0.05") 11.4 mm(0.45") Right stile 1.3 mm(0.05") 11.4 mm(0.45") Qptional Performance 4.4.2.6 Water Resistance per ASTM E 547 4.3 (with and without screen) 360 Pa(7.52 pst) No leakage No leakage 4.4.2.6 Uniform Load Deflection per ASTM E 330 4.4.1 (Deflections reported were taken on the meeting rail) - (Loads were held for 52 seconds) 1920 Pa(40.13 psi)(positive) 17.8 mm(0.70") See Note#2 1920 Pa(40.13 psf)(negative) 15.8 mm(0.6201) See Note#2 4.4.2.6 Uniform Load Structural per ASTM E 330 4.4.2 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 2880 Pa(60.19 psf)(positive) 4.3 mm(0.17") 4.6 mm(0.18") 2880 Pa(60.19 pso(negative) 3.8 mm(0.15") 4.6 mm(0.18") Test Specimen#S: H-R35 1219 x 2134(48 x 84) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 4.4.1 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 1680 Pa(35.11 psf)(positive) 15.2 mm(0.60") See Note#2 1680 Pa(35.11 psf)(negative) 14.2 mm(0.56") See Note#2 60668.01-122-44 Architectural Testing Page 11 of 13 Test Results: (Continued) Patau Title of Test-Test Method &Swts Allow ed Test Specimen#5: H-R35 1219 x 2134(48 x 84)(Continued) Optional Performance: (Continue) 4.4.2.6 Uniform Load Structural per ASTM E 330 4.4.2 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 2520 Pa(52.66 pso(positive) 2.3 mm(0.09") 4.6 mm(0.18") 2520 Pa(52.66 psf)(negative) 0.76 mm(0.03") 4.6 mm(0.1811) Test Specimen#6: H-R35 1219 x 1829(48 x 72) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 4.4.1 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 1680 Pa(35.11 psf)(positive) 15.5 mm(0.61") See Note#2 1680 Pa(35.11 psf)(negative) 15.0 mm(0.59") See Note#2 4.4.2.6 Uniform Load Structural per ASTM E 330 4.4.2 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 2520 Pa(52.66 psf)(positive) 2.3 mm(0.09') 4.6 mm(0.18") 2520 Pa(52.66 psf)(negative) 2.0 mm(0.0819) 4.6 mm(0.18") Test Specimen#7: H-R40* 914 x 1829(36 x 72) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 4.4.1 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 2400 Pa(50.16 psf)(positive) 25.4 mm(1.00") See Note#2 2160 Pa(45.14 psf)(negative) 15.2 mm(0.60") See Note#2 4.4.2.6 Uniform Load Structural per ASTM E 330 4.4.2 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 2880 Pa(60.19 A(positive) 2.5 mm(0.10") 3.3 mm(0.13") 2880 Pa(60.19 psf)(negative) 2.0 mm(0.08") 3.3 mm(0.13") AL 60668.01-122-44 Architectural Testing Page 12 of 13 Test Results: (Continued) Pamg=h Title of Test-Test Method Results Allowed Test Specimen#8: H-R35* 914 x 1829(36 x 72) Qptional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 4.4.1 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 1680 Pa(35.11 psf)(positive) 12.2 mm(0.48") See Note#2 1680 Pa(35.11 psf)(negative) 10.4 mm(0.41") See Note#2 4.4.2.6 Uniform Load Structural per ASTM E 330 4.4.2 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 2520 Pa(52.66 psf)(positive) 0.25 mm(0.01") 3.3 mm(0.13") 2520 Pa(52.66 psf)(negative) <0.25 mm(<0.0l') 3.3 mm(0.13") Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years from the original test date. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced,except in full,without the approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING,INC: 2 1:1 fty%ftFMW 4*i R.a - t> A► Md blr.SIrY�n�L lbid� Jeremy R.Bender Steven M.Urich,P.E. Technician Senior Project Engineer JRB:vhn Attachments(pages): Appendix-A: Drawings(15) 60668.01-12244 Architectural Testing Page 13 of 13 Revision Log R= Date_, Pane(a) Revision(s) 0 02/06/06 N/A Original report issue Architectural Testing Appendix A Drawings q . o id o a ^ o 0 of • ..r � M N s Olin z � � 8L, - � _ o ao An L d M o 0 Q .. z aq cc o 0 A � o Q � CA 1. + gmr VI lip O � is ry O O Q H c cd g+ + If of. 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M ^ o 30 PEW II F7 N � . w M � � o � v dd O 15 > � � cn a �,, g O coov� � N M v 4 v vz a coy' me a a a � F � � • � � � o � 888 All a 0 O s %n h M n I ' VAR V% #A e � �o6aai G n �+ w6 �o �o 0 :2 $1 al Irl Arl o rp �, �, �► � � � .� as :� s sss ssss s vas �w �a C 16 a► � a r Architectural Testing ANSI/AAMA/NWWDA 101/I.S.2-97 and AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT Rendered to: PELLA WINDOWS AND DOORS SERIES/MODEL: 10 PRODUCT TYPE: Vinyl Single Hung Window Title Summa of Results MONSOON Primary Product Designator H-R50 1067 x 1829 42 x 72 Operating Force In motion 116 N 261b Air Infiltration 0.46 L/s/m 0.09 c7& Water Penetration Resistance Test Pressure* 360 Pa 7.52 s Uniform Load Structural Test Pressure* ±3600 Pa 75.24 s Forced Entry Resistance Grade 10 *-Optional Secondary Designators Test Completion Date: 02/14/06 ````��U�111 t u!!!►►h►��'i �. N M. , `�` �•'�,��'E N *. No.57785 40 BID -�•'' W * � �• STATE OF �4NA1.� This report contains in its entirety: ��►nnntm«�� Cover Page: 1 page Report Body: 7 pages Drawings: 17 pages wwe�wyr..r..�ua 2006.02.17 10:55:49-0600' Reference should be made to ATI Report No.62043.01-122-44,dated 02/17/06 for complete test specimen description and data. 130 Derry Court York,PA 17402.9105 phone: 717.764-7700 fax: 717-764-4129 www.archtest.com ,-lox Architectural Testing ANS444*&MMODA 101/LS.2-97 and � MA CSA 10 /I 4 2/A440-OS T ItFPORT Rendered to: PELLA W54DOWS AND DOORS 2000 Proline Place Gettysburg,Pennsylvania 17325-4626 Report No.: 62043.01-122-44 Test Dates: 11/03/05 Through: 02/14/06 Report Date: 02/17/06 Expiration Date: 02/14/10 Project Summary: Architecturai Testing, Inc. (ATI) was contracted by Pella Windows and Doors to perform testing on one Series/Model 10, vinyl single hung window. The sample tested successfully met the performance requirements for an H-R501067 x 1829(42 x 72)rating. Test specimen description and results are reported herein. Test Specifications: The test specimens were evaluated in accordance with the following: AAMA/WDMA/CSA 101/I.S.2/A440-05, Standard/3pecication for Windows, Doors, and Unit Skylights. ANSI/AAMA/NWWDA 10 1/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 10 Product Type: Vinyl Single Hung Window Overall Size: 1067 mm(42")wide by 1829 mm(72")high Interior Sash Size: 1013 mm(39-7/8")wide by 895 mm(35-1'/4")high Fixed Daylight Opening Size: 991 mm(39")wide by 832 mm(32-3/4")high Screen Size: 879 mm(34-5/8")wide by 1022 mm(40-1/4")high Overall Area: 1.95 m2(21 ft Finish: All vinyl was white. 130 Derry court York,PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.amhtestcom 62043.01-122-44 Architectural Testing Page 2 of Test Specimen Description: (Continued) Glazing Details: All glazing utilized 17 nun (11/16") thick sealed insulating glass units comprised of two sheets of 2.3 mm(3/32")thick clear annealed glass and a metal reinforced butyl spacer system. The glass was exterior glazed against a dual-sided adhesive foam glazing tape and secured with snap-in vinyl glazing beads. Weatherstripping: Description cwantiiy Location 0.187'backed by 0.190"high 1 Row Bottom rail polypile with center fin 0.187'backed by 0.240"high 1 Row Bottom rail and sill polypile with center fin 0.187'backed by 0.240" high 2 Rows Stiles, interior meeting rail,and polypile with center fin fixed meeting rail Frame Construction: The frame was constructed of extruded vinyl members. All corners were mitered and welded. The fixed meeting rail was sealed and fastened to the frame with two #6 x 1-5/8" flat head screws per end. Foam pads were utilized at the bottom of each jamb and at the ends of the sill vertical leg. Sash Construction: The sash were constructed of extruded inyl members. All corners were mitered and welded. Screen Construction: The screen was constructed of roll-formed aluminum members. All corners were square-cut and secured with plastic corner keys. The screen mesh was secured with a flexible vinyl spline. Hardware: Descriplion Quantity Location Metal cam lock with 1 Midspan of meeting rail adjacent keeper Block and tackle balance 2 Jambs assembly Plastic tilt latch 2 Each cod of the interior meeting rail Metal pivot pin 2 Each end of the bottom rail 62043.01-122-44 Architectural Testing'' Pap 3of7 Test Specimen Description: (Continued) Drainage: DUa ri tin Q>tant•ty Location 10 mm (3/811)by 3 mm(1/811) 2 3-13/16"from each end of the weepslot bottom rail 13 mm (1/2")by 3 mm(1/811) 2 1-13/16"from ends of exterior weepslot sill face 19 mm (3/4")by 3 mm(1/811) 2 1-5/8" from ends of interior weepslot sash track draining the hollow below 19 mm(3/4")by 6 mm (1/4") 4 Ends of internal vertical walls of sill weepslot Reinforcement: Steel reinforcement was utilized in the interior meeting rail, fixed meeting rail,and stiles(Drawing Nos. 10E-13 and 10E-14). Installation: The window was installed into a Spruce-Pine-Fir #2 wood test buck. The window was secured with #8 x 1-1/2" long pan head screws with 5/8" diameter metal washers, 1-1/2"from ends and 4"on center. All screws went through the flange and into the buck. Pella flashing tape covered the flange at the exterior face of the buck. Test Results: The results are tabulated as follows: PAM913211 Title of Test--Test Method Results Allowed 5.3.1 Operating Force per ASTM E 2068 2.2.1.6.1 Initiate motion 100 N(22.51bf) N/A Maintain motion 116 N(26 lb1) 135 N(30 lbf) 5.3.2.1 Air Leakage Resistance per ASTM E 283 2.1.2 75 Pa(1.6 psf) 0.46 L/s/m2 1.5 L/s/m2 (0.09 cfin/ft) (0.3 cf n/ft max.) Note #l: The tested specimen meets (or exceeds) the performance levels specified in AAMAIWDMVCSA 1011IS.21A440-05 and ANS1/AAMAWWWDA 1011I.S.2-97 for air leakage resistance. 62043.01-122-44 Architectural Testing Page 4of7 Test Results: (Continued) Euvz oh Title of Test-Test Method Results All_ 5.3.3 Water Penetration Resistance per ASTM E 547 See Note#2 2.1.3 5.3.4.2 Uniform Load Deflection per ASTM E 330 See Note#2 2.1.4.1 5.3.4.3 Uniform Load Structural per ASTM E 330 See Note#2 2.1.4.2 Note#2: The client opted to start at a pressure higher than the minimum required. Those results are listed under "Optional Performance". 5.3.5 Forced Entry Resistance per ASTM F 588 2.1.8 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al through A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 2.1.7 5.3.6.3 Deglazing Test 2.2.1.6.2 In operating direction-320 N(70 lbs) Interior meeting rail 4.06 mm(0.16") 11.43 mm(0.45") Bottom rail 3.05 mm(0.12") 11.43 mm(0.45") In remaining direction-230 N(50 lbs) Left stile 2.54 mm(0.10") 11.43 mm(0.45") Right stile 2.29 mm(0.09") 11.43 mm(0.45") Qptional Performance 4.4.2.6 Water Resistance per ASTM E 547 4.3 (with and without screen) 360 Pa(7.52 psf) No leakage No leakage Ak 62043.01-122-44 Architectural Testing Page 5 of Test Results: (Continued) EAr-aingh Title of Test-Test Method Results Allowed 4.4.2.6 Uniform Load Deflection per ASTM E 330 4.4.1 (Deflections reported were taken on the meeting rail) (Loads were held for 10 seconds) 2400 Pa(50.16 psf)(positive) 11.43 mm(0.45") See Note#3 2400 Pa(50.16 psf)(negative) 10.67 mm(0.42") See Note#3 4.4.2.6 Uniform Load Deflection per ASTM E 330 4.4.1 (Deflections reported were taken on the stile) (Loads were held for 10 seconds) 2400 Pa(50.16 psf)(positive) 16.51 mm(0.65") See Note#3 2400 Pa(50.16 psf)(negative) 1.52 mm(0.06") See Note#3 Note#3: The deflections reported are not limited byAAMA/WDMA/CSA 101/1S.2/A440-05 for this product designation. The Uniform Load Deflection test is not a requirement of ,4NSFAAMANWWDA 101/I.S 2-97 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 4.4.2.6 Uniform Load Structural per ASTM E 330 4.4.2 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 3600 Pa(75.24 psf) 1.27 mm(0.05") 3.81 mm(0.15")max. 3600 Pa(75.24 psf) 1.78 mm (0.07") 3.81 mm(0.15")max. 4.4.2.6 Uniform Load Structural per ASTM E 330 4.4.2 (Permanent sets reported were taken on the stile) (Loads were held for 10 seconds) 3600 Pa(75.24 psf) 2.79 mm(0.1'1") 3.05 mm(0.12")max. 3600 Pa(75.24 psf) 1.52 mm(0.06") 3.05 mm(0.12")max. 62043.01-122-44 Architectural Testing Page 6 of Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years from the original test date. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced,except in full,without the approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING,INC: R. • 0rlwmIL{ft, Jay Leader Steven M.Urch,P.E. Technician Senior Project Engineer JL:vhn AUwhtnettts(Pages): Appendix-A: Drawings(17) 62043.01-122-44 Architectural Testing Page 7 of Revision Log ev.# Date, Pale(a) Revision(s1 0 02/17/06 N/A Original report issue « « .� N .. .+ N .+ N oD .. �. .-. N �� » oONNN � �+ NN � et � N ey N « • C rp s �J K 00 Z !` r; AOL a bbb �Ob F �OF �D Ar � VNI ;xCNN �3 G GG < 00 (� DW �s. C9s •+ imi-Aly-Ho a � i Al few AL *a „z ss � e L t •t C m o I � a ry F p 1 ! 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W s saa.a ,� aaaNssass .� �" u a0 w w o 0 �r N i 4 luk MIS V �Q V i s � S� � � •www 1�1 Ali alam 0.; .9 04 i a a 1.: � i aTom10 � LS a 01 Lo ni EM 1 LA: � ago «.«.AM s 0 glib �.: r Qi d P J an ral Z i j15u �� • m � d MN NN dJ a r °=cY VN2W Wit � If pI III of •i i ii i w i !,11161 loge M r � m 77 r � IL no ' 1 N O (y R F I loll w vi 10 id n Ala , m < v �n M Q at W MAX. FRAME HEIGHT (F.H.) g jig " s g .,limit �. w JAIR I Rol Ilia P N P Fop 71 Q �G F Jim w Six - A ° 1 1 ;Ioil DIT * * alsH 4,111 r�'• SERIES 10 vwn SME 1 wm" MMON t !s st21mm Doom PE"OONORA w =! OONSUCIwt PA 2000 PROLEiE PUKE N .r. :•��. � GEI1YSBlEiG, PA 17325 "� 717-334-OOiD r � w-nsrw V waw-+ �M e� 1 r I ri no + � FRAME HEIGHT (F.H.) b p P a, o N V � �+Qj aee s Q `t � ON P � ill RiOWNd -� N Q1 o o-� T �- 17 a sma 10 mm sm=HUNG wl" from ' q l - SCKMM a t E ! OONmAlv PELLA ROW P PWM 1 N " n�KrirOL Now p Dara OETIY5BUR0. PA 17323 ' w+-s+s-+re aw rn-rn.Mm 717-334-OOpO Florida Building Code Online Pagel of 3 -,C • SCIS Home Log In I Mot Topks I Submit Surcharge I Stats&Facts ( Publications FBC Staff BCIS Slte Product Approval f USER: Public User Product ARprovai Menu > Product or Application Search >Application List>Application Detail FL # FL6431 Application Type New Code Version 2004 Application Status Approved �•• Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641) 621-1000 ��.■ jahayden0pelia.com _■-■ Authorized Signature Joseph Hayden jahayden0pelia.com �-■" Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Referenced Standard and Year (of Standard Standard) ANSI/AAMA/NWWDA 101/I.S.2-97 http://www.floridabuilding.org/pr/pr app_dtl.aSPX?Param=wGEVXOwtDQVOWXZOwHou9Lnt)K6... 4/13/2006 Florida Building Code Online Page 2 of 3 ASTM E1300-02 Equivalence of Product Standards Certified By _ Product Approval Method Method 1 Option A Date Submitted 03/04/2006 Date Validated 03/04/2006 Date Pending FBC Approval 03/08/2006 Date Approved 03/22/2006 Summary of Products FL # Nodei, Number or Name Description 6431.1 Series/Model 10 411-H-808.11 Vinyl Single Hun Limits of Use Certification Agency Certifical Approved for use in HVHZ: No FL6431 RO C CAC CCL for Pell. Approved for use outside HVHZ: No Installation Instructions Impact Resistant: N/A FL6431 RO II Thermastar by A Design Pressure: N/A Construction Installation Instruct Other: 1-1-1135 (481n x 721n). Configurations of Verified By: Window and Door M lass conform to ASTM E1300-02. Association 6431.2 Series/Model 10 411-H-808.13 Vinyl Single Hur, Limits of Use Certification Agency Certifical Approved for use in HVHZ: No FL6431 RO C CAC CCL for Pell, Approved for use outside HVHZ: No Installation Instructions Impact Resistant: N/A FL6431 RO II Therma tar bye Design Pressure: N/A onstruction Installation Instruct Other: 1-1-1140 (361n x 721n). Configurations of Verified By: Window and Door M lass conform to ASTM E1300-02. Association 6431.3 Series/Model 10 (411-H-808.09)_Vinyl Single Hun Limits of Use Certification Agency Certifical Approved for use In HVHZ: No FL6431 RO C CAC CCL for Pell Approved for use outside HVHZ: No Installation Instructions Impact Resistant: N/A FL6431 RO II Thermastar bye Design Pressure: N/A Construction Installation Instruct Other: H-R35 (481n x 841n). Configurations of Verified By: Window and Door M lass conform to ASTM E1300-02. Association 6431.4 Series/Model 10 411-H-808.07 Vinyl Single Hun Limits of Use Certification Agency Certificai Approved for use In HVHZ: No FL6431 RO C CAC CCL for Pell Approved for use outside HVHZ: No Installation Instructions Impact Resistant: N/A FL6431 RO II Thermastar by P. Design Pressure: N/A nstruction Installation Other: H-R40 (48in x 841n). Configurations of Verified By: Window and Door M lass conform to ASTM E1300-02. Association http://www.floridabuildinR.org/Dr/Dr aDD dtl.asvx?varam=wGEVXOwtDavOwXzOwHou9LnnK6... 4/13/2006 Florida Building Code Online Page 3 of 3 6431.5 Series/Model 10 411-H-808.05 Vinyl Single Hun Limits of Use Certification Agency Certifical Approved for use In HVHZ: No FL6431 RO C CAC CCL for Pell. Approved for use outside HVHZ: No Installation Instructions Impact Resistant: N/A FL6431 RO II Thermastar by Design Pressure: N/A Construction Installation Instruct Other: H-R35 (361n x 601n). Configurations of Verified By: Window and Door M lass conform to ASTM E1300-02. Association 6431.6 Series/Model 10 (411-H-807.00) Vinyl Single Hun Limits of Use Certification Agency Certifical Approved for use in HVHZ: No FL6431 RO C CAC CCL for Pell, Approved for use outside HVHZ: No Installation Instructions Impact Resistant: N/A FL6431 RO II Thermastar byP Design Pressure: N/A Construction Installation Instruct Other: H-R50 (421n x 721n). Configurations of Verified By: Window and Door M lass conform to ASTM E1300-02. Association 6431.7 Series/Model 10 411-H-808.01 Vinyl Single Hun Limits of Use Certification Agency CertHical Approved for use in HVHZ: No FL6431 RO C CAC CCL for Pell, Approved for use outside HVHZ: No Installation Instructions Impact Resistant: N/A FL6431 RO II Thermastar by P• Design Pressure: N/A Co struction Installation Instruc Other: H-R25 (481n x 721n). Configurations of Verified By: Window and Door M �64 ss conform to ASTM E1300-02. Association 31.8 Series/Model 10 411-H-808.15 Vinyl Single Hun Limits of Use Certification Agency Certifical Approved for use in HVHZ: No FL6431 RO C CAC CCL for Pell, Approved for use outside HVHZ: No Installation Instructions Impact Resistant: N/A FL6431 RO II Thermastar by P. Design Pressure: N/A struction Other: H-R35 (361n x 721n). Configurations ofVerified By: Window and Door M lass conform to ASTM E1300-02. Association CBack I Next DCA Administration Department of Community Affairs Horlds Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487.1824,Suncom 277-1824,Fax(850)414-8436 ®2000-2005 The State of Florida.All rights reserved.Copyright and Disclaimer Product Approval Accepts: htti)://www.floridabuildin,.or-/pr/pr app dtl.aspx?param=wGEVXQwtDgvOwXzQwHou9Lni)K6... 4/13/2006 ®Pella Cor oration 2005 Part Number: V7825M 1MNenldr Illustrations shown are&or a Double-Hung Window product.The steps are the same as the Single- hung,Sliding, Fixed,Casement,and Awning units.Notes are provided at steps where the information is not the same for all products. Installation Instructions for Typical Wood Aww Construction. These instructions were developed and tested for use with typical wood frame wall construction in a wall system designed to manage water.These instructions are not to be used with any other construction method Installation instructions for use with other construction methods may be obtained from Pella Corporation,a local Pella retailer,or by visiting bttp://ww=4ermastarbypella.c0m. Building designs,construction methods,building materials,and site conditions unique to your project may require an installation method different from these instructions and additional care. Determining the appropriate installation method is the responsibility of you,your architect,or construction professional. Handlinand Storage: Provide�1 support under the framework while storing, moving and installing the product. DO NOT lift the product by the head member only. Remove the plastic shipping material prior to storing or installing the product. DO NOT store in direct sunlight.Allow sufficient spacing between products for ventilation. YOU WILL NEED TO SUPPLY. TOOLS REQUIRED: •Cedar shims/spacers(12 to 20)' "'�. •Tape measure •2"galvanized roofing nails(1/4 lb.). —a •:Level - •Closed cell foam backer rod/sealant backer (1'2 to 30 ft.) •Square • Pellae SmartFlash•'foil backedbutyl window and door =L • Hammer flashing tape or equivalent •Stapler • Great Stuff Tm Window and Door Insulating Foam Sealant 4 •Scissors or utility knife dIEW by the Dow Chemical Company or equivalent low pressure •Small flat blade screwdriver polyurethane window and door foam-DO NOT use high pressure or latex foams. • High quality exterior grade polyurethane or CjjEj=. InstallatYon will regnira(2)or silicone sealant(1 tube per window) mompersOfSfir s*ty r+aarom. REMEMBER TO USE APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT. 1 Window Up ,1 rp „s� ----- - -- ------- ---------- Tape ---- ---- -- - . i � r TTop i^6 Tape Pluhin` �: Tape Sid TTape ` ape ----- ----_- Window Botto �u raper Siu Fbahin`Tape n Weather Resbdve sauiet shenhin6 Fnmins cocoa enc sr Always read.the ThermaStar.by PeUTm Limited Warranty before purchasing or installing ThermaStar by Pella products.By installing this product,you are acknowledging that this Limited Warranty is part of the terms:of the.sale. Failure.to-comply with all Pellainstallation:and. maintenance instructions may void your Pella limited warranty,See Limited Warranty for complete details at bttp:!wan=9y tbermastare9m ROUGH OPENING PREPARATION A.Verify theopen' is plumb,level and square.Ensure the bottom of the rough opening does not slope toward the interior. tncerior Nota:Do not install in out-ofopening or on a su face that is not level S B. Verify the window will fit the opening.Measure all four sides of the opening to make sure it is 1/2"larger than the window in both width and height. On larger openings measure the width and height in several places to ensure the header or studs are not bowed. Nota:1-1/2"or more of solid wood blocking is rrq drvd around —.._.� the perimeter of the opening. Fix any problems with the r ono Interior opening befono proceeding. C. Cat the weather resistive barrier(l Q. l B Weatbe'Resistive Barrier, In cut 4th cut: V Std cut; Make a 6 cut up from each top corner at a 45° �y angle to allow the weather barrier to be lapped over . r8, 4r• the fin at the head of the 2.` ��,• `�`rrK+► �`, window. 1C ._....C+t.r D. Fold the weather resistive barrier(1 D). Fold side and bottom flaps into the opening and staple to inside wall. Fold top flap up and ; 1D ' temporarily fasten with fl2shing tape. E.Apply sill flashing tape#1.Cut a piece of flashing tape 12"longer than the opening width.Apply at the bottom of the opening as - ---- -- shown (I E) so it overhanpr 1"to the exterior. t• Note.- The tape is cut 12 longer tban the width so it will amend 6"up sacb side of the opening. 1E 6" F.Tab the sill flashing tape and fold.Cut 1"wide tabs at each corner (1/2" from each side of corner) (1F). Fold tape to the exterior and 1F press firmly to adhere it to the weather resistive barrier. 1" G.Apply sill Bashing tape#2.Cut a piece of flashing tape 12" longer 1G than the opening width.Apply at the bottom,overlapping tape#1 by at least 1". Do not allow the tape to extend past the interior face of the framing(1G). Note: Tbefiaihing tape dea not need to extend all the way to the s interior q rthe framing. H. Install and level sill. Place 1"wide by 1/4" thick shims on the bottom of the window opening, 1/2" from each side,beneath transition bars,mullion joints and sliding window interlockers. Place an additional l"wide by 1/4" thick shims, ensuring that the distance between shims is not more than 18" on 7 center.Adjust shims as necessary to ensure the sill is level. i H Note: To determine the depth ofthe sbh* measure the distance from the back of thefin to the interior frame edge and cut the shim to this dimension.Place the eactrrior edge of the shim flmh with aw Vanier of the building.Improper placement of s mr may result in bowing the bottom of the stindem 2 SETTING AND FASTENING THE WINDOW A. Remove packaging from window. DO NOT open the window until it is fully fastened. Inspect the unit for any crack or penetration in the frame. DO NOT install damaged units. TWO OR MORE PEOPLE WILL BE REQUIRED FOR THE FOLLOWING STEPS. B. Insert the window from the exterior of the building.Place the bottom of the window on the spacer at the bottom of the 2B opening, then tilt the top into position. Center the window between the sides of the opening to allow clearance for shimming,and insert one roofing nail in the first hole from the , corner on each end of the top nailing fin.These are used to hold ' the window in place while shimming it plumb and square. Note.DO NOT drive the nail all the way in. C. Plumb and square window.Place shims 1" from the bottom and top of the window between the lnor vew window and the sides of the opeping.Adjust the shims as required to plumb and square the _ window in the opening. 2C Casement,Fined&Sliding:If the frame height O exceeds 47",place shims midpoint of the window sides. Double and Single-hung: Be sure to shim at the checkrail. If the frame height exceeds 47", place additional shims midway between the checkrail shims and both the top and bottom 2C shims. D. Fasten the window to opening by driving 2" galvanized roofing nails into every other pre- punched hole in the nailing fin.Drive nails until the head contacts the •__ fin, however do not sink the head.This allows for movement of building materials. DP 50:Insert#8 x 2" pan head stainless steel wood screws with flat ' washers into every pre-punched hole in the nailing fin. Drive screws until the head/washer contacts the fin,however do not sink the washer.This ; allows for movement of building material. 2D E. Check window operation (vent units only). Open and close the window a few times to check for proper operation.Close and lock the window. ; Double and Single-hung:Make sure the window will tilt correctly. Note:If dwv are any problems with the eperwtion ofthe windM reehwk shim location:and adjadfor plumb and squares 3 INTEGRATING THE WINDOW TO THE WEATHER RESISTIVE BARRIER A.Apply side Hashing tape.Cut 2 pieces of flashing tape 4"longer than „w _ the frame height of the window.Apply one piece to each side over ' the nailing fin and onto the weather resistive barrier.The tape should extend 2"above the top of the window and 2"below the bottom of the window. Press the tape down firmly. 3A ' B. Apply top flashing tape.Cut a piece of Hashing tape long enough to ; go across the top of the window and extend at least 1"past the side ; flashing tape on both sides.Apply the tape over the top nailing fin as ; shown. Press the tape down firmly. Note:DO NOT taps or seal the bottom Trailing it n. ' 3B 3B C. Fold down top flap of weather resistive barrier(3C). 3C '- D.ApQly flashing tape to diagonal cuts. Cut pieces - - ' of flashing tape at least V longer than the diagonal cuts in the weather resistive barrier.Apply the tape,covering the entire diagonal cut in the weather resistive barrier at both upper corners of the window. Press the tape down firmly. 3D Note. Be sure to overlap the tap cornett(3D). , 4 INTERIOR SEAL Caution:Enssa a use of!ow prsmm po&nrakane window and door insulating fieams and strictly follow the foam:nanufaetuner's recommendations for application. Use of high presmm fours or improper application ofthe foam may cause the window frame to bow and binder operation. A. Apply insulating foam sealant. From the interior,insert the nozzle of the applicator approximately 1"deep into the space between the window and the rough opening and apply a 1"deep bead of foam.This will allow room for expansion of the foam and will minimize squeeze out.For windows with jamb extensions installed,ensure the foam is placed between the window frame and the rough opening,not between the jamb extension and the rough opening. If using insulating foam I"K"O other than Great Stuff Window and Door Insulation Foam by the Dow Chemical Company,allow the foam to cure completely(usually 8 to 24 hours)before proceeding to 4A the next step. Note:It may be necenary to squme the end ofthe tubs _ with pliers to be able to insert into the space between the window and the roxgb opeain .DO NOT comp the space from the bade:7Zfm to Av interiors a of the windout Til B. Check window operation by opening and closing the window. Nous:If the window doe:not operate eornretl., cheek to mage sum it it Still plumb, &VI square and that the Sides am not bowed If a4unmenu are mquir A remove the foam with a serrated knife.Adjust the shims,and reapply the insukting foam sealang, asSEALING THE WINDOW TO THE EXTERIOR WALL CLADDING Nota: TTM VsnyllSteel siding detail below lies to windows that do not here a J-mould as part of the frame.For windows that have J Sat part of tM frame, "step should be omitted When using windows that have J-mould at part of the frame in masonry or with wood siding, the J--mould must be removed from tie frame,and the backer rod sealant must be applied as shown in the details be" Ji. "d God w roe A. Insert closed cell foam backer rod into the space around the window as deep as it will go.This should provide at least a 1/2" clearance between the backer rod and the exterior face of the window. Note.-Backer rod adds soaps and depth for the sealant line. 5A B.Apply a bead of high quality exterior grade sealant to the entire perimeter of the window. Note: Refer to the sealant manufacturer's label to verify compatibility with vinyl and the a adjoining building components and priming requirements. r C. Shape, tool and clean excess sealant.When finished,the 5B sealant should be the shape of an hourglass. Note: ?Isis method emwo a more*d6k sealant line capable of expanding and contracting. CLEANING INSTRUCTIONS Remove labels and clean the glass,using a soft,clean,grit-flee cloth and mild soap or detergent. Be sure to remove all liquid by wiping dry or use a clean squeegee.The vinyl frame may be cleaned as described above. For stubborn dirt,a"non-abrasive"cleaner such as Bon-Ami®or Soft Scrub®may be used. Do not use solvents such as mineral spirits, toluene,xylene, naphtha or muriatic acid as they can dull the finish,soften the vinyl and/or cause failure of the insulated unit seal. Keep door tracks clear of dirt and debris. Keep weep holes open and clear of obstructions. IMPORTANT NOTICE Because all construction must anticipate some water infiltration, it is important that the wall system be designed and constructed to properly manage moisture.Pella Corporation is not responsible for claims or damages caused by anticipated and unanticipated water infiltration;deficiencies in building design, construction and maintenance; failure to install Pella products in accordance with Pella's installation instructions;or the use of Pella products in wall systems which do not allow for proper management of moisture within the wall systems.The determination of the suitability of all building components, including the use of Pella products,as well as the design and installation of allow for proper management of moisture within the wall systems.The determination of the suitability of all building components, including the use of Pella products,as well as the design and installation of flashing and sealing systems are the responsibility of the Buyer or User,the architect,contractor,installer,or other construction professional and are not the responsibility of Pella. Pella products should not be used in barrier wall systems which do not allow for proper management of moisture within the wall systems,such as barrier Exterior Insulation and Finish Systems, (EIFS) (also known as synthetic stucco)or other non-water managed systems. Except in the states of California, New Mexico,Arizona,Nevada, Utah,and Colorado,Pella makes no warranty of any kind on and assumes no responsibility for Pella windows and doors installed in barrier wall systems.In the states listed above,the installation of Pella Products in barrier wall or similar systems must be in accordance with Pella's installation instructions. Product modifications that are not approved by Pella Corporation will void the Limited Warranty. 1,4 7,4 S 9Ml]1 JUlY 4 VJDUPLYG 111LG JL'AY LbL'J� IPV• AND SOUTHERN HOME LENDING. ROYAL PA1.AM DRIVE (60' R/w) S 07'18'0,2"' E80.85 �?f s 0716'02' - C3 OEARIAiG REFERENCE LINE 1/r t/r I, 266.37' (M) T .SIC.' 25 DRIVE . b _ b� . Oz d: _ { •�,� YYALiC A 2-_--- --_ _s_ _ _- O I -- 11.3' �� 53X2` oxb� N LXXNG •A- 'i w N °' CONC. CHIC:, A/C ❑ m 1-STORY STUCCO X U PAD 4 BICE L) I-p `s W/is EAVES � ' O OJ NO. 330 eoca OJ 03 0.4' 0.4 � 1.5 16_1' pq 2D.W R o � O��\' MEF SHW MI + x .a2.3' 1ti:s� R1 17000 4� IO EASEMENT FOR DRAINAGE do UTILITIES �. O .2' .-m- j4! 0. — — — a2• 0.1 _ _ 1/r � 1/r LOT 8 ( N 07'18'94' w som. N LOT 10 BLOCK 25 N 0 "18' " R 80.85 �R) BLOCK 25 0,2 LOT 9 BLOCK 25 V E r 0 1_eEu+�cs�sE eA�ai t► . PACE IM 2 sTRLrET1u Na 330 Smvx HO ON I n"*m R ZONT; x i ® v DETFl�INYED FROM F.EM.II FLM MAPS PANE Na I DATtU i-i' c >iP'i 330 TED SUR i O 3 01C. 3.TRPS ISA SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FO iv LAND & ENGINEERING SURVEYS PIPES AND UTILIT>l� IF ANY, NOT DET MINED. r. 3816 BLANDINt; BOULEVARD 4.�I�� OR ENVIRONMENTALLY SENSITNE AREAS IF AN d JACMNVILLE, FLORIDA 32214 56 IRIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE 2 904-77t-6468 REc=S %ERE NOT SEARCHED BY THIS SURVEYOR FOR EASE J OCERnFICATE OF MIHMZATION NO. LB 0005488 TITL& COVEINANTS. RESTRICTIONS. CLOSURES. TAILINGS OR OWNANCI 6 Sit THERE COULD BE OTHER MATTERS OF RECORO THAT WELT THIS f 6.UNLESS OTHERWISE STAIEO ALL IRON PIPES FOUND HAVE NO 10MI S I HEREBY CERTIFI.Tt4fS-SURVEY WAS DONE UNDER MY iti��FAD/ TATTWW DIRECT SUPERNISQN ANO•ME T'S:THE MINIMUM TECHNICAL 0 SET IRON PIPE OR REBAR P.C.+ POINT OF CURVE CWO - STAN FaR'L�N15� $ L IRSU T TQ RAFTER ••ASSOC:SURVEY OR L_B 5488 P.T.=POW OF TN(ff a E.B:aW 6TGT7- F10R�DA AII+S�IN{ T Q� fiAPTEFt 472. FS. • LUNO IRON PIN OR PIPE (IP P.RC.�C.a 0 X FOUND WIUT ETEQR MONUMENF(C M C =COMPUTED DATA R =RCM BY: X+ FLIT oR 0Rk1 .HOLE ems., } fo\ .-ornnan h,\ PA�Lf` .. PAWrQCK s_ Ae ia t