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443 Skate Rd (vault) CITY OF ATLANTIC BEACH cc: r BUILDING / ZONING DEPARTMENT D. I 800 Seminole Road .flfiZins S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application ## Property Address: cs/'C,4 r6 �C3 Applicant: dl!! -Ru/ l i'>- Project: d,f q This permit application has been: Approved view and e g em (elad�riention: LU ? k F 5�`o t < c9cE V W Q0 ` 3 F V-% cLs St )I uc., V.3 c4sC, Please re-submit your application when these items have been completed. Reviewed By: I. Date: Date Contractor Notified: Zp ,l� CITY OF ATLANTIC BEACH r �f SIDING PERMIT APPLICATION C! Date: IAN 1 2 2006 Please complete(2)complete set plans with application. ,l Job Address: 11 1 3 n n Owner of Property: j F-5 Address:_�_/ Z �a13�GS 1�/YL !/2A-K Telephone: Description:Legal tion: Block Number: Lot Number: b Zoning District: g P Siding Contractor: 1� RS®iV 73 01 L,I7 //VCg Contractor's Address: 17,E -T*& R 3 z Z 7 2 Telephone: cfD!j-_207� 70 3 Fax: Describe proposed use and work to be done: /Al-sT"i L ,V it W M*?DC R OARD LM 5101)r&__- _ —� '—"/C`& ryv_r OUT-2 Esc/sr T: �1J -5101&,6:: Present use of land or building(s): r 95 if 12 Valuation of proposed construction: 41(0000C) Is approval of Homeowner's Association or other private entity required?��If yes,please submit with this application. Procedure: In order to expedite issuance of permits, please follow all steps and P all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Provide detailed information of product being used and how it is to be attached,i.e.,fasteners,etc. 2. Provide completed Owner's Authorization Form if applicant is other than property owner. Address and contact information of person to receive all correspondence regarding this application(please print). Name: (� _ -0/v Mailing Address: 141 />S 171 1 Ak,, iq? 3 22-77 Telephone: ZD.? Fax: E-Mail: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.usRevised 3/04/04 Page 1 I hereby certify that all information provided with this application is correct. Date: Signature of Owner:it4AA"&- MaI4 r�� -- I hereby certify that I have read and examined this application and know the same to be true and correct. All 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,regulations,ordinances,or laws in any 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 information being true and correct and that the plans and supporting data have been or shall be provided as required. Date: / -2 — 66 Signature of Contractor: AS TO OWNER: Sworn to and subscribed before me this 7 h day of \ •n State of Florida,County of Duval Notary's Signature: RY Pus JANIS ANDERSON �'ersonally known DD 229092 MY CONI *� oe g RES:Budce Aa9Np ry WOW 2007 ❑ Produced Identification Toru Type of Identification Produced AS TO CONTRACTOR: ry ///• day of 20 Sworn to and subscribed before me this r�p( � , State of Florida,County of Duval Notary's Signature: personally known ❑ Produced Identification Type of Identification Produced �.►r ftpq, Geronds L.Barnet My Commission DD23om OF a Expilet Sepbmper 22.2007 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach-n-USRevised 3/04/04 Page 2 NOTICE OF COMMENCEMENT State of R DR ( DA Tax Folio No. County of D(I j 1 _ 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 stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: o►,���fes+ fyNr f 2 -A F/ �i 19 16 Address of property being improved: { -SKo to General description of improvements:_rQ Pk C-e F_M, _ab,,)"� '� f� n ; �'��'�' b��� m (wc¢ s�nK i.1 ✓�►s�y-f ca b--rh, 1.1 -�It /►rrdf.- boafd CUP/— Fjer:rt Owner: Address: --512,0 Owner's interest in site of the improvement: DOC#2006014644,OR BK 13007 Page 1960, Fee Simple Titleholder(if other than owner): Number Pages:1 Filed&Recorded 01/12/2006 at 03:08 PM, Name: i� JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY on Ctor: 1- h df C' e/1 BO,�i1� Pf P S oar6(s RECORDING$10.00 Address: J �x FG 32,2-77 Telephone No.: 101(- 7-07-1-1W.? Fax No: Surety(if any) Address: Amount of Bond$__ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: NA 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: .411,44 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),Florida S}a]y}pu/'e�.s. (Fill in at O�j�'ner's option) Name: A nU t`sal �1 v i.�f Address: L Z Telephone No: Cf©y- 7-0-7-q 7Q 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): aur THIS SPACE FOR RECORDER'S USE ONLY OW Signed: Date: Before me this "r h day of, in the County of Duval, tate JAMS ANDERSON Of Florida,has personally appeared -, -- S•- _ M_._ _int 2°;' '`• °* My COMMISSION#DD 229092 Notary Public at Large,State of Florida,County of Duval. * EXPIRES:August 5,2007 My commission expires: 8 - ,S--62 Banded Thru 849 Notary Sanket• Personally Known: or °"`� Produced Identification: F � ia�� ivtt d`,�ECY 0 �` I I�'lll III�I VIII"III II.II'I'II III II'I Print Date: ` 1/12/2006 3:08:35 PM Transaction #: 780244 ti�""'' " Receipt #: 740539 Cashier Date: 1/12/2006 Jim Fuller 3:08:45 PM Clerk Circuit Court (KPEARSON) Duval County 330 E. Bay Street Rm 103 Jacksonville, FL 32202 (904) 630-2044 Customer Information Transaction Information Payment Summary DateReceived: 01/12/2006 Source Code: BEACH () ANDERSON BUILDING RESOURCES Q Code: BEACH 7625 ALTUS DR Return Code: Over the Total Fees $10.00 JAX. FL 32277 Counter Total Payments $10.00 Trans Type: Recording Agent Ref Num: I Payments CASH $10.00 P = 1 Recorded Items BKPG: 13007/1960 CFN.-2006014644 R (N/C)NOTICE COMMENCEMENT Date:111212006 3:08:43 PM From: MONDA US JESUS Q To: COMMENCEMENT INDEXING 2 $0.00 RECORDING 1 $10.00 0 Search Items 0 Miscellaneous Items tile://C:\Program Files\RecordingModule\default.htm 1/12/2006 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD �1 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00032016 Date 1/18/06 Property Address . . . . . . 443 SKATE RD Tenant nbr, name . . . . . . HARDE BOARD LAP SIDING Application description . . . SIDING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 10000 Owner Contractor ------------------- ----- ------------------------ MONDAUS, JESUS ANDERSON BUILDING RESOURCES, 443 SKATE ROAD LLC DAVID ANDERSON ATLANTIC BEACH FL 32233 7625 ALTUS DR S JACKSONVILLE FL 32277 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 130 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 10000 Fee summary Charged Paid Credited Due ----------------- ---------- -- -------- ---------- ---------- Permit Fee Total 130 . 00 130 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 130 . 00 130 . 00 . 00 . 00 II PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH cc: Eard BUILDING / ZONING DEPARTMENT Q' i ,n 800 Seminole Road \, S. oerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # � -� Z D 6 ZttProperty Address: `1 .�KQ-7"� 7J e-- Applicant: `S Project: T: rmit application has been: Approved F-1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: 4 Date: Date Contractor Notified: Anderson Building Resources 904-707-9703 i JAN 2 0 2006 BY: Addendum to permit number: Z DO�To whom it may concern: Per the owner's request, remove front and rear entry doors and replace with new steel doors (see specifications). Thank you for your consideration. David Anderson 904 707 9703 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 �4�ifl�f' Application Number . . . . . 06-00032068 Date 1/23/06 Property Address . . . . . . 443 SKATE RD Tenant nbr, name . . . . . . REPLACE WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1000 Owner Contractor - ------------------------ ----------------------- i MONDAUS, JESUS ANDERSON BUILDING RESOURCES, 443 SKATE ROAD LLC DAVID ANDERSON ATLANTIC BEACH FL 32233 7625 ALTUS DR S JACKSONVILLE FL 32277 ------------------------------------------------------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 1000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc. BUILDING / ZONING DEPARTMENTD. For } s� . Higgins 800 Seminole Road : Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Q6 - 2 d g Property Address: '? J&rt T Applicant: 22r, t,57 Project: This permit application has been: [1d Approved F-1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. 1 Reviewed By: L Date: ` 3 Date Contractor Notified: CITY OF ATLANTIC BEACH Y WINDOWS, SKYLIGHTS, GARAGE DOORS,HURRICANE SHUTTERS Date: Please submit(2)complete sets of plans with application. JAN 2 0 2006 4 S Job Address:—4- Owner: Address: 31 a (� C.p h hlrS-C o n e r fin). 1 c�x Phone: (�14" 1 F)7 7 Legal Description: Block Number: I Lot Number: ( Zoning District: Contractor: n 0 n , I d i n Q lite License Number: C KC, I a 5 Address: 9 L a 5 IQ I t k S S 0 Phone: City: -3 Q C k,s r"ny I I e State: F L Zip:,2-'�Z-?'7 Fax: 9 0 4 - 9d S- 8 8 4 4 //�� T Describe proposed use and work to be done: A y M D vo .ter 4 - w j'�1 cYo w/ b u n i-->+ dO,/b le ,�sv/a fv� , f `-Zd IM P# W,,1 Jo�y-5 Present use of land or building(s): Valuation of proposed construction:$w 00 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 Z (ft) Building Length �•�' (ft) Roof Slope ''� Z Window Height (ft) Window Width _(ft) Window Elevation from Grade 5, (ft) Measurement from corner of building to window 7 (ft) Number of windows being installed 5 Mean Roof Height I I � IV 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.cLatlantic-beach.fl.us Page 1 Revised 1/27/03 1 Procedure: In order to expedite issuance of permits provide 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: 1. Manufacturer's Test Report with Uniform Structural Load(psi) G 5. 2. Installation Procedures e 3. Window Description/Type S//KfrL 4^ t.jVWG- Al-0114- k✓OO D 1� Sp���#2j/ 01!4rs 4. Garage Door Description/Type AIIA- 5. Skylights Description/Type .(i/+ _ 6. Hurricane Shutter Description/Type J12 PLYWOOD e-L7' TD f'/;r ;' SI D/�[=D e)Y s/T� 7. Elevation View of Window Locations I hereby certify that all information yprovided with this``application iso correct. ) J Signature of Owner: _ ,� ! t/c� �� "` �' 1 Date: V I hereby certify that I have read and examined this application and know the same to be true and correct. All 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,regulations,ordinances,or laws in any 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 information being true and correct and that the plans and supporting data have been or shall be provided as required. / Signature of Contractor: / Date: f0 Address and contact information of person to receive all correspondence regarding this application(please print). Name: l l,,U i AJQ ao o Mailing Address: ?a25 4 4v i- D` :Y�,.,e—EL 3227? Telephone: —707 - q703 Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this QT day ofC�nnlbnQA4 ;20�. State of Florida,County of Duval *12 ANDM" Q,_1 n'l. 0�cl� * * MY COMMISSION#DD 229092 Notarys Signature: °,.a�P°�% j EXPIRES;August 5,2007 * * MY C p� ak°� Bonded Thm Budget Notary seniceF [2--Personally known EX-,, ❑ Produced identification Type of identification produced AS TO CONTRACTOR- Sworn ONTRACTORSworn to and subscribed before me this day of ,20-i o . State of Florida,County of Duval ��s.., Gemnds L.Barnes Notary's Signature: . �^�. ��ommiss;on DD230994 personally known September 22,2007 ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.cLatiantic-beach.fl-us Page 2 Revised 1/27/03 CITY OF ATLANTIC BEACH . . J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 1`' Application Number . . . . . 06-00032006 Date 1/12/06 Property Address . . . . . . 443 SKATE RD Tenant nbr, name . . . . . . INTERIOR REMODEL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 80000 Owner Contractor --------------- ------- MONDAUS, JESUS ANDERSON BUILDING RESOURCES, 443 SKATE ROAD LLC DAVID ANDERSON ATLANTIC BEACH FL 32233 7625 ALTUS R S JACKSONVILLEFL 32277 ---------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . . 00 Permit Fee . . . . 440 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 80000 Fee summary Charged Paid Credited ----Due--- ----- ---------- ---------- Permit Fee Total 440 . 00 440 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 440 . 00 440 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. _e �n BUILDIN4f OFFICIAL CITY OF ATLANTIC BEACH cc: D. F rd BUILDING I ZONING DEPARTMENT 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application #zid Property Address: -7-7 Applicant: 2 ad f- Q 50 n aI �di /�°► �D�c A Pis Project: L,-2 %dam, -?f L This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. 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Vx(nA4x _mNm JN Vx A4x Vx J.(.Ix m� Ty ° f tD O u UI IG J N U1 4 U - Ip�l - Io V o.-• n n ° J C D N U4V a Ymm NU 4U NU 4V Q O �. = c 3 (rl O [ nom a ma, + mm s mm * n m m z v 3 c >rn > v DDD D D D D D D 10 m m- DD DD DDD DDD�D m O ° -mmm- mm ca Cal GD '�1 2 Ib; n- nn nn nnn 0nnnn 4 �� n NN oOno 0000 on Ul 9 o v o Z � O P n D D D N 0 -P. mm• DD DDDR DDD DD m mm" D m• D DD DDD O. 0- mmmm- mmm' mm' O z A r'y -D pp- n n' n nn nnn o 0 n0 nn00 nnn on M', ee 00 0 m o m Ak AAMA/NWWDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: MI HOME PRODUCTS, INC. SERIES/MODEL: 740/744/3740 TYPE: Aluminum Single Hung Window with Nail Fin Title of Test Results Rating H R45 52 x 72 Overall DesignPressure 45 sf Operating Force 24 lb max. Air Infiltration 0.10 cfm/fi Water Resistance 6.75 sf Structural Test Pressure +67.5 psf -70.8 psf De lazin Passed Forced Entry Resistance Grade 10 Reference should be made to Report No. 01-40351.05 for complete test specimen description and data. For ARCHITECTURAL TESTING, INC. Mark A. Hess, Technician ,p MAH:baw L �` � � MA/� cN �ab � Architectural Testing k},V i tj'rr'UA 101/I.S.?-c17 'l'F+-4T ILL PORT Rendered to MI HOME PRODUCTS,INC. P.O.Box 370 Gratz,Pennsylvania 17030-0370 Report No: 01-40351.05 Test Dates: 10/22/01 And: 10/23/01 Report Date: 03/20/02 Expiration Date: 10/23/05 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc. to witness performance testing on a Series/Model 740/74413740, aluminum single hung window at MI Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested successfully met the performance requirements for a H-R45 52 x 72 rating. Test Specification: The test specimen was evaluated in accordance with AAMA/NWWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl(PVC)and Wood Windows and Glass Doors. Test Specimen Description Series/Model: 740/744/3740 Type: Aluminum Single Hung Window With Nail Fin Overall Size: 4' 4-1/8" wide by 5' -5/8"high Active Sash Size: 4'2-3/4" wide by 2' 11-5/8"high Fixed Daylight Opening Size: 41-1/8" wide by 2'9"high Screen Size: 4' 1-7/8"wide by TI 1-5/16" high Finish: All aluminum was polished. Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick clear tempered glass. Each sash was channel glazed using a flexible vinyl gasket. 130 Derry Court York, 17402-9405 phone::7717.764.770D fax: 717.764.4129 Z O Al A iP c N www.archtest.com 01-40351.05 Page 2 of 4 Test Specimen Description: (Continued) Weatherstripping: Description Ouantit Location 0.330" high by 0.187" Row Fixed meeting rail interlock backed polypile with center fin 0.170" high by 0.187" 1 Row Fixed lite, stiles and top rail backed polypile with center fin 3/8" diameter hollow 1 Row Bottom rail bulb gasket 0.310" high by 0.187" 1 Row Active sash stiles backed polypile with center fin 0.150"high by 0.187" Row Active sash stiles wide polypile Frame Construction: All frame members were constructed of extruded aluminum with coped, butted and sealed comers fastened with two screws each. Fixed meeting rail was secured utilizing one screw in each end directly through exterior face into jamb. Silicone was utilized around exterior meeting rail/jamb joinery. Sash Construction: All sash members were constructed of extruded aluminum with coped and butted comers fastened with one screw each. Screen Construction: The screen frame was constructed from roll-formed aluminum members with plastic keyed comers. The screening consisted of a fiberglass mesh and was secured with a flexible vinyl spline. Hardware Description Ouantit Location Plastic tilt latch 2 One each end of the interior Meeting rail Metal sweep lock 2 13" from meeting rail ends Balance assembly 2 One per jamb Screen tension spring 2 One per end of screen stile Tilt pin 2 One each end of bottom rail Z a Ni�t�Pcty 2oo 'Z 01-40351.05 Page 3 of 4 Test Specimen Description: (Continued) Drainage: Sloped sill Reinforcement: No reinforcement was utilized Installation: The test specimen was installed into the #2 2 x 8 Spruce-Pine-Fir wood buck with 1" galvanized roofing nails through the nail fin every 8" on center. Polyurethane was used as a sealant under the nail fin and around the exterior perimeter. Test Results: The results are tabulated as follows. Paragraph Title of Test-Test Method Results Allowed 2.2 .6.1 Operating Force 24 lbs 30 lbs max. Air Infiltration(ASTM E 283) @ 1.57 psf(25 mph) 0.10 cfin/ft2 0.30 cfrn/ft2 max Note #l: The tested specimen meets the performance levels specified in AAMAINWWDA 101/I.S. 2-97 for air infiltration. Water Resistance(ASTM E 547-96) (with and without screen) WTP=6.75 psf No leakage No leakage 2.1.4 Uniform Load Deflection per ASTM E 330 (Measurements reported were taken on the meeting rail) (Loads were held for 52 seconds) @ 15.0 psf(positive) 0.86"* 0.29"max @ 15.0 psf(negative) 0.81"* 0.29"max Note: *Exceeds L/175 for deflection, but meets all other test requirements. 2. .4.2 Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 22.5 psf(positive) 0.01" 0.20"max. @ 22.5 psf(negative) <0.01" 0.20"max. 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Top rail 0.06"/12% 0.50"/100% Bottom rail 0.06"/12% 0.50"/100% In remaining direction at 50 lbs Left stile 0.03"/6% 0.50"/100% Right stile 0.03"/6% 0.510"/100% MA4cCyt 2002_. 01 40351.05 Page 4 of 4 Test Results: (Continued) Parajraph Title of Test-Test Method Results Allowed Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al thru A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry Optional Performance Uniform Load Deflection per ASTM E 330 (Measurements reported were taken on the meting rail) (Loads were held for 52 seconds) @ 45.0 psf(positive) 0.9111* 0.29" max @ 45.0 psf(negative) 0.97"* 0.29" max * Exceeds L/175 for deflection, but meets all other test requirements. Unifonn Load Structural per ASTM E 330 (Measurements reported were taken on the meeting rail) (Loads held for 10 seconds) @ 67.5 psf(positive) 0.14" 0.20" max @ 67.5 psf(negative) 0.19" 0.20" max. @ 70.8 psf(negative) 0.20" 0.20" max. 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. 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. or ARCHITECTURAL VESTING,INC' Mark A. Hess Allen N. Reeves, P.E. I echi,'6an Director- Engineering Service- �. orrA�4csV Zacy -MAH_baw 11-40351.05 MI Home Products, Inc. 650 West Market St. P.O. Box 370 (717) 365-3300 • - - Go Gratz, PA 17030-0370 (717) 362-7025 Fax 740/744 SINGLE HUNGRICTURE WINDOW MULLION INSTRUCTIONS WITH DESIGN LOAD CAPACITIES (ON BACK) • V43 Vertical/Nail Fin • H43 Horizontal/Nail Fin • V83 Vertical/Flange • H83 Horizontal/Flange • Self-Stacking Sill - Fin • V83 Used Horizontally - Flange CO/��C 'naa m A\ z _Q v O _ 0w /O vI0 CD O :0-1 ZC aUA w ' O 0 O Zm F-0 U •o S O y� Li Of O 3 y C 0 o Z /� - - w:1 U m U �1 EZ a_, v ) a. p .d p m w t-S U t= N L J <aa Q C: V) -013, m " m ti W0 .2 N CU 'D O Q Q' k- m U= .� ' L > m Q ¢` 0 c E o Cl. — 3 in > GUILD! n}ti E)d.4!,Miryri; �wQ CL _ vm D FOR Ev cr �+— o v s o CODE 'F'�,1";�l�'T'' a > U C c c m v N KEF� 1.,,� n �U,, �a W _e ?' v p t C� p o�Ss L, Co O m .. y � u' z o -0 t a� L Ei MAY .1 z — -0 U x a a = Oc .o o m 0 U m �{ L v a) � v BU►IdI &�::... .. 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En -r C m y C m O 3 tc o 3 0 L W Q l� O m v ° 3 0 me tnU WLL oE L3 `v Eo S ., U o0 L- p Zw o_ '3 C c .•.� `O C > m O 0 ` J Z 0 p c3cp O1 m ai mL •� - wZ m p E m � 3 - a dp zQ Q a o o L o\ � � p - �.o Z_ o � CD to J o 0 0 3 �'t 3 o n Q'� ~ o E LoO (n O_ U O a�'` p O t O_ L F-- w U W \ a_ t a c > > a� ._ U 0 -CU S N Q fl F- :3O Q O 0 .-- m 3 ° m = C) N 1 7 d Ef7 cD (\ W \ =Gtr W Li 0- d d [Z d- Cl- CL � o �` d I— O CD W O (1- a Z ( Z En x `o E NOTE: This is NOT an original(stamped) document. Please refer to Section "450145516501850 Mull Instr&DP Charts" for the original. M/ HOME PRODUCTS VERTICAL MULLION UNIFORM LOAD CAPACITIES FOR ALUMINUM MULLION, PART H83 (SECT 5765), M-1948 & CM-65051 COMPARATIVE CHART IN UNIFORM PRESSURE - PSF WDW WTH > MULL SPAN 24.000 30.000 36.000 37.000 42.000 48.000 V 72.000 164 138 121 119 110 102 84.000 103 86 75 73 67 62 90.000 83 69 60 59 53 49 CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION(DIE NO.:H83,M-1948&CM-65051) READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF WINDOW WIDTH DIMENSIONS ON THE ABOVE CHART REPRESENTS THE WIDTH OF EACH WINDOW IN A SINGLE OPENING, NOT THE OVERALL WINDOW OPENING WIDTH. UNIFORM PRESSURE VALUES ON THIS CHART IS NOT LIMITED TO ONLY TWO WINDOWS IN A SINGLE OPENING. CAPACITIES APPLY TO ANY NUMBER OF WINDOWS IN A SINGLE OPENING,PROVIDED W WINDOW WIDTH AND MULLION SPAN ARE NOT EXCEEDED. Dmax=L/175 INSTALLATION OF MULLION:MULLION MUST BE ANCHORED TO SUBSTRATE AT EACH END. CONNECTION MUST BE DESIGNED TO ADEQUATELY TRANSFER LOAD TO THE STRWCTURE.SEE MANUFACTURER MULLION INSTALLATION DETAILS. r PREPARED BY: ;i ,si�''� PRODUCT TECHNOLOGY CORP. 1150 LOUISIANA AVE SUITE 6 " \:? \ a ` !, " , \��.• CA030053 WINTER PARK,FLORIDA 32789 `( �� \��) 12- b-03 PHONE 407 622-6334/FAX 407 622-6335 03-0217 Ile S z fzoc,� g�4 Lr �w � Zcr 3 Lim \ / O � L C ` , rpm C z V/ FN 3 0 0 �u Q o� o �CL ff ' C U (n N •U C ` C7 0 0 _ W O p d O ° ccui tLn �. 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Please refer to Section "450/455/650/850 Mull Instr& DP Charts" for the original. Ml HOME PRODUCTS VERTICAL MULLION UNIFORM LOAD CAPACITIES FOR ALUMINUM MULLION, PART H83 (SECT 5765), M-1948 & CM-65051 COMPARATIVE CHART IN UNIFORM PRESSURE - PSF WDW WTH. > MULL SPAN 24.000 30.000 36.000 37.000 42.000 48.000 V 72.000 164 138 121 119 110 102 84.000 103 86 75 73 67 62 90.000 83 69 60 59 53 49 CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION(DIE NO.: H83,M-1948 8 CM-65051) READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF WINDOW WIDTH DIMENSIONS ON THE ABOVE CHART REPRESENTS THE WIDTH OF EACH WINDOW IN A SINGLE OPENING,NOT THE OVERALL WINDOW OPENING WIDTH. UNIFORM PRESSURE VALUES ON THIS CHART IS NOT LIMITED TO ONLY TWO WINDOWS IN A SINGLE OPENING.CAPACITIES APPLY TO ANY NUMBER OF WINDOWS IN A SINGLE OPENING, PROVIDED WINDOW WIDTH AND MULLION SPAN ARE NOT EXCEEDED. Dmax=L/175 INSTALLATION OF MULLION:MULLION MUST BE ANCHORED TO SUBSTRATE AT EACH END. CONNECTION MUST BE DESIGNED TO ADEQUATELY TRANSFER LOAD TO THE STRUCTURE.SEE MANUFACTURER MULLION INSTALLATION DETAILS. iJ n11Nf i3Ull_I�II`IC' PI-A'J5 `xa_ _ PREPARED BY, PRODUCT TECHNOLOGY CORP. _ �t 1150 LOUISIANA AVE SUITE 6 Ii1pIhJG F*Lnr rr nr�•riLr CA030053 WINTER PARK,FLORIDA 32789 12-Feb-03 PHONE 407 622-63341 FAX 407 622-0335 _ t - ' ' ± `•> 03-0217 "ICON j,� Builuing&Zoning lnsiec-ilv.� JI'J'•u.�• F " License Ne__... _. MI HOME PRODUCTS FLANGE HORIZONTAL MULLION DESIGN LOAD CAPACITIES FOR ALUMINUM V83 TUBE MULLION (SECTION NO. 5764) WHEN USED FOR MULLING TRANSOM OVER A SINGLE WINDOW WDW.WTH.> 24.000 30.000 36.000 37.000 42.000 48.000 53.125 WDW.HGT. 36.000 1086.2 556.1 321.8 296.6 205.1 133.4 91.1 J 42-000 1086.2 556-1 321.8 296.4 202.7 129.8 87.9 48.000 1086.2 556.1 321.8 296.4 202.7 128.6 86.2 50.625 1086.2 556.1 321.8 296.4 202.7 128.6 85.8 60.000 1086.2 556.1 321.8 296.4 202.7 128.6 85.7 63.000 1086.2 556.1 321.8 296.4 202.7 128.6 85.7 1 -::72.000 1086.2 556.1 321.8 296.4 202.7 128.6 85.7 NOTES: ' CHART APPLIES ONLY TO EXTRUDED ALUMINUM TUBE MULLION(SECTION NUMBER5764)USED HORIZONTALLY OVER A SINGLE WINDOW. • CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF WINDOW WIDTH. • WINDOW HEIGHTS SHOWN ON"Y"AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW TRANSOM AND DO NOT INCLUDE TRAMSOM HEIGHT. • READ WINDOW WIDTH AND WINDOW HEIGHT IN INCHES. • DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. •MULLION MUST BE ANCHORED TO SUBSTRATE WITH TWO 3116 IN.DIA-TAPCON TYPE CONCRETE SCREW ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/41N.MIN.EMBEDMENT INTO MASONRY OR CONCRETE. PREPARED BY: BUILDING PLANS EXAMiNf-,R PRODUCT&APPLICATION ENGINEERING,INC. REVIEWED FOR 250 INTERNATIONAL PARKWAY CODE COMPLIANCE SUITE 250 KEEP THIS PLAN ON JOP 3�� HEATHROW,FLORIDA 32746 PHONE 407 805-0365/FAX 407 805-0366 APR 17 2002 02-0125 g& o n Ins4ctwn Jiv=Jav-FI!k1.1R BuildlExaminer S gna ure License No. e; - M! HOME PRODUCTS FIN DESIGN LOAD CAPACITIES STACKING FOR STACKING SILL IN FIN FRAME APPLICATIONS SILL WHEN USED FOR MULLING TRANSOM WDW.WTH.� 24.000 30.000 36.000 37.000 42.000 48.000 53.125 WDW.HGT. 36.000 396.0 202.8 117-3 108.1 74.8 48.2 33.0 42.000 396.0 202.8 117.3 108.1 73.9 46.9 31.8 48.000 396.0 202.8 117.3 108.1 73.9 46.5 31.2 50.625 396.0 202.8 117.3 108.1 73.9 46.5 31.0 60.000 396.0 202.8 117.3 108.1 73.9 46.5 31.0 63.000 396.0 202.8 117.3 108.1 73.9 46.5 31.0 72.000 396.0 202.8 117.3 108.1 73.9 46.5 31.0 NOTES: ' CHART APPLIES ONLY TO EXTRUDED ALUMINUM STACKING SILL(SECTION NUMBERS 5650 AND CM 16545)USED HORIZONTALLY OVER A SINGLE WINDOW. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF WINDOW WIDTH. WINDOW HEIGHTS SHOWN ON"Y"AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW TRANSOM AND DO NOT INCLUDE TRAMSOM HEIGHT. READ WINDOW WIDTH AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. #8 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/8 IN.MIN.EMBEDMENT MUST BE PLACED THROUGH EACH JAMB OF BOTTOM WINDOW AT MAX 6 INCHES FROM JAMB/HEAD CORNER. #8 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/8 IN.MIN.EMBEDMENT MUST BE PLACED THROUGH FRAME OF TRANSOM WINDOW AT MAX 6 IN. FROM STACKING SILL/JAMB CORNER. ' WHERE REQUIRED DESIGN PRESSURES EXCEED VALUES SHOWN ON THE ABOVE CHART, USE MULLION SERIES H43 (SECTION NUMBER 5767)HORIZONTALLY BETWEEN WINDOW AND TRANSOM. PREPARED BY: BUILDING PLANS EXAMINER PRODUCT&APPLICATION ENGINEERING,INC. REVIEWED FOR 250 INTERNATIONAL PARKWAY CODE COMPI.I AI�.TC .-'' '�T '` t,.. SUITE 250 KEEP THIS PLAN ON JQt�,�"" �:-I..r r� ` .. 31-Jan-200220 HEATHROW,FLDA 32746 PHONE 407 805-0365/FAX 407 805-0366rJ`s 1 I I C �+ < 02-0125 y.. PR 17 2002"~3, K p 110 ,. Building&Zonings ction 61 F;' -h •' .5 n i L . x Examiner Si nat e I i License MI HOME PRODUCTS /BETTER-BILT H431 H83 HORIZONTAL MULLION DESIGN LOAD CAPACITIES CA990163-A FOR EXTRUDED ALUMINUM TUBE MULLIONS H43 (#5767 FIN)&H83(#5765 FLANGE) 07-Feb-2002 WHEN USED FOR MULLING A SINGLE TRANSOM 99-0219 MULL SPAN> 60.000 66.000 72.000 74.000 84 000 90.000 96.000 106.250 WOW.HGT.V 36.000 96.6 82.3 71.1 67.9 55.0 49.1 44.1 37.3 42.000 92.5 78.5 67.7 64.6 52.2 46.6 41.9 34.7 48.000 89.8 75-8 65.1 61.4 50.0 44.6 40.0 33-1 50.625 89.0 74.9 64.2 61-2 49.2 43.8 39.3 32.5 54.000 88.3 73.9 63.2 60.2 48.3 42.9 38.5 31.8 60-000 87.8 72.9 61.9 58.9 47.0 41.7 37.3 30.8 63-000 87.8 72.6 61.5 58.4 46.4 41.1 36.8 30.3 72.000 87.8 72.5 61.0 57.7 45.3 39.9 35.6 29.2 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLIONS(H43&H83)USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON`Y*AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES- DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE IN PSF. ' DESIGN LOAD CAPACITIES SHOWN ON THIS CHART DO NOT CONSIDER ANY STRENGTH WHICHMAY BE OBTAINED FROM FRAME MEMBERS OF WINDOWS BELOW THE MULLION. Dmax=L/175 MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION. MULLION MUST BE ANCHORED TO SUBSTRATE WITH CLIP NUMBER SECT5795 USING TWO 610 X 1-112 SCREWS IN WOOD OR TWO 3/16 IN DIA.X 1-112 RAWL TAPPERS OR APPROVED EQUAL IN MASONRY OR CONCRETE. PREPARED BY BUILDING PLANS EXAMINER PRODUCT&APPUCAT10N ENGJNEERING,INC. REVIEWED FOR 250 INTERNATIONAL PARKWAY CODE COMPLIJ'1NC- SUITE250 KEEP THIS PLAN ON JOB HEATHROW,FLORIDA 32746 PHONE 407 805.0365 1 FAX 407 805-0366 APR 17 2002 Building&Zoning s ctlun Jlv Jax., fL,.... Examineri n License No. :' P IFIC� - �T,kI E Cii � .• 01 GZ �j�az MI HOME PRODUCTS /BETTER-BILT V83 VERTICAL MULLION DESIGN LOAD CAPACITIES CA980512-A FOR ALUMINUM TUBE MULLION (DIE #5764; APROX. SIZE: 1 118" X 2 118" X 118") 05sep-2oo1 WHEN USED TO MULL FLANGE FRAME WINDOWS 98-0924 WOW.VVTH.> 24.000 30.000 36.000 37.000 42.000 48.000 53.125 MULL SPAN V 36.000 240.0 218.2 213.3 213.3 213.3 213.3 213.3 42.000 192.0 171.4 160.0 160.0 157.4 157.4 157.4 48.000 160.0 139.1 128.0 126.3 121.5 120.0 120.0 50.625 150.0 129.7 117.1 115.7 111.6 107.9 107.9 54.000 137.1 118.5 106.7 105.5 100.0 96.0 95.0 60.000 103.0 87.9 78.5 77.3 72.4 68.7 66.8 63.000 87.9 74.7 66.4 65.4 61.0 57.5 55.6 72.000 57.2 48.2 42.4 41.6 38.5 35.8 34.1 NOTES: • CHART APPLIES ONLY TUBE MULLION#5764 WHEN USED TO VERTICAL MULL SERIES 586 PW AND/OR SERIES 770/774/780/784 SH WINDOWS. • READ WINDOW WIDTH AND MULL SPAN IN INCHES. • WINDOW WIDTH DIMENSIONS REPRESENT THE WIDTH OF EACH WINDOW IN A SINGLE OPENING, NOT THE OVERALL WIDTH OF THE OPENING. • DESIGN PRESSURE VALUES ARE NOT LIMITED TO TWO WINDOWS IN A SINGLE OPENING, AND APPLY WHERE ANY NUMBER OF MULLIONS ARE EMPLOYED IN A SINGLE OPENING. • DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. • Dmax= U175 • MULLION MUST BE ANCHORED TO SUBSTRATE WITH CLIP NUMBER SECT5795 USING-i WO #10X 1-1/2 SCREWS IN WOOD OR TWO 3/16 IN DIAB611D;rqF�1�/ �TF S OR APPROVED EQUAL IN MASONRY OR CONCRETE. REVIEWED FOR CODE COMPLIANCE, PREPARED BY: KEEP THIS PLAN ON JOB PRODUCT 8 APPLICATION ENGINEERING,INC. 250 INTERNATIONAL PARKWAY APR 17 2002 � ►,�l;r,,. SUITE 250 1 HEATHROW,FLORIDA 32746 Building&Zon111110 Inspecfion Jiv-Jax. ,Ft;'_' t ' ��.'. PHONE 407 805-0365/FAX 407 805-0366 , Examiner Signat re Al E CFS; - r License No. MI HOME PRODUCTS/BETTER-BILT H43 I H83 HORIZONTAL MULLION DESIGN LOAD CAPACITIES CA990163-A FOR EXTRUDED ALUMINUM TUBE MULLIONS H43 (#5767 FIN)&H83(#5765 FLANGE) 05-Sep-2001 WHEN USED FOR MULLING A SINGLE TRANSOM 99-0219 MULL SPANS 60.000 66.000 72.000 74.000 84.000 90.0007 0.000 96.000 106.250 WCW.HGT.V 36.000 96.6 82.3 71.1 67.9 55.0 49.1 44.1 37.3 42 000 92.5 78.5 67.7 64.6 52.2 46.6 41.9 34.7 48.000 89.8 75.8 65.1 61.4 50.0 44.6 40.0 33.1 50 625 B9.0 74.9 64.2 61.2 49.2 43.8 39.3 32.5 54.000 88.3 73.9 63-2 60.2 48.3 42.9 38.5 31.8 60.000 87.8 72.9 61.9 58.9 47.0 41.7 37.3 30.8 63.000 87.8 72.6 61.5 58.4 46.4 41.1 36.8 30.3 72.000 87.8 72.5 61.0 57.7 45.3 39.9 35.6 29.2 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLIONS(H43 6 H83)USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON'Y'AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE IN PSF. • DESIGN LOAD CAPACITIES SHOWN ON THIS CHART DO NOT CONSIDER ANY STRENGTH WHICH MAY BE OBTAINED FROM FRAME MEMBERS OF WINDOWS BELOW THE MULLION. Omax=L/175 MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION. MULLION MUST BE ANCHORED TO SUBSTRATE WITH CLIP NUMBER SECT5795 USING TWO 1110 X 1-1/2 SCREWS IN WOOD OR TWO 3/16 IN DIA.X 1-1/2 RAWL TAPPERS OR APPROVED EQUAL BI UMAS LDlryu�C�r� N�� PREPARED BY. REVIED FO-P WE PRODUCT&APPLICATION ENGINEERING,INC. CODE `-'Om L L IA!y GE 250 INTERNATIONAL PARKWAY lJ SUITE 250 KEEP THIS PO ON )� HEATHROW.FLORIDA 32746 PHONE 407 805-0365/FAX 407 805-0366 APR 17 2002 Building&Zoning n ect)on i)iv-W., FL. Examiner Signature License No.__- --------- - :'4 tj0. ,�1• O u� CD O SII-. �. .~ '+.• `.' s t ^�f�'i f' + - lowrR 14 s diA ';"', _ ,• .. ._ ._.. .. ,:'Iii$'& r :•�, v `'. •, Ao CD n r+ C) CD P IrD CDn C CD 0 CD �. CD o CD o CD � CD C, + CD C '� o • O �' ►� CD C . CD CD v� .. �' �' ►-� O � CD CD o �-h 4 cn n 0 �V CD CD O, CD n `C �• �' r-L cn CD �. n n CD CD o D SCD (-D Cy, cLc 0 CD o �,., 00 � �- stp O O CL.�, 0 rL - r+CL CD CD r C . O CD CD CL En CD CD En _ o CD o � � � r_�- O •. o CD 0 CD O ►� IL jj CITY OF ATLANTIC BEACH dtiY 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032057 Date 1/19/06 Property Address . . . . . . 443 SKATE RD Tenant nbr, name . . . . . . INSTALL 7 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- MONDAUS, JESUS MARCHAND PLUMBING INC. 443 SKATE ROAD 10139 BOOKWOOD FOREST BLVD ATLANTIC BEACH FL 32233 ORANGE PARK FL 32073 (904) 759-1485 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 84 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee-summary------ Charged ---Paid_-- Credited -_--Due--- -------- --- Permit Fee Total 84 . 00 84 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 84 . 00 84 . 00 . 00 . 00 r PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH Y PLUMBING PERMIT APPLICATION Date: -040 Property Address• � J J KA T�` IJ Owner: 5y S c�y1oQA c�S Telephone#: Contractor: IV\ 11J bom6t%- Telephone#: 7,57 �S iT Contractor Address: I C)1,-I)q L FO,?.5� Fax#: Contractor Signature: L ot C r-C 05 S In consideration of permit given for doing the work as described in the above statement,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 City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permitumber: ,t1: Re-Pipe 0 62 -001932,00b Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Z Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00= 800 Seminole Road.Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845. http://www.ci.atlantic-beach.fl.us Revised 1/04 § CITY OF ATLANTIC BEACH 's 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032759 Date 4/13/06 Property Address . . . . . . 443 SKATE RD Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 6200 Owner Contractor ------------------------ ------------------------ MONDARES SOUTHEAST RENOVATION RESOURCES 443 SKATE ROAD 1445 DOUGLAS STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 745-6088 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 98 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 6200 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 98 . 00 98 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 .00 Grand Total 98 . 00 98 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 11 CLY, BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address q/43 Date Heated Square Footage @ $ per sq ft= $ Garage/ Shed @ $ per sq ft= $ Carport/Porch per sq ft= $ Deck @$ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ Total Valuation Remaining Value p r thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ �c ZONING: _ + '/2 Filing Fee $ .3 FLOOD ZONE: ( )Fireplaces @$35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ e(� WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METERITAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON .0050 $ SECTION H PAVING( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ �S S rLl r�s� CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT j.:Hi in800 Seminole Road rr Atlantic Beach,Florida 32233 . oerr (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Q Permit Application # 0 -,��7 r5 - 1 Property Address: l 24L zEf 2 Q-oQ d, Applicant: 2b11+kf6'124 Project: LCLO-�- This permit application has been: Approved El Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: La— Date: Is ep Date Contractor Notified: A CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION �Y J �/ ... Dial \v Date. V—/0 r Job Address: Owner of Property: T_ �� s- -�t ��S Address: ���Dr, C1 ki VJ. Telephone: 46�Ze2 Contractor: V&A) e rAC41-cGt State License Number: C'L'C/3a(o3laCa Contractor's Address: /y y0oz,,Q/a s Ctree t u j 1"L 3 as I Telephone: to Fax: y5-lo0S'lo Scope of Work: f(fa r 04C rcjf'%e row'' a,,761 bgc x ec,i f n et v �v rcha��r wn Deck Slope: / a Greater than 2:12 Less than 2:12 Valuation of work: �2 c c; Product Name(Example: Timberline): k P p e X 1+S Manufacturer(Example: GAF): -,�b V\VIS )AIJUW i I l e ASTM Designation(s): �Q obi —( L4 DC ZC-7[C d,2 Required Inspections: Sheathing and Final Signature of Owner- k �yjjj& Date: �� AS TO OWNER: Sworn to and subscnbed before me this I /074h day of Awd ,20 0 (o State of Florida,County of Duval Notary's Signature: E JENNIFER SNOWPersonalty known Notary Public-State of FloridaPidentifiCdtiOn Commission Expires Aug 23,2009Commissan#DD464853Type of identification produced ` lyW iGeI2 SBonded B National r Notary Assn. Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of April ,20 Q& State of Florida,County of Duval Notary's Signature: JEAMI JENNIFER SNOW B'Personatty know Notary Public-State of Florida ElProduced identification W Commission Expires Aug 23,2009 Type of identification produced a r` = Corrrrdssion#DD464853 Bonded By Nalliml Notary Assn. Read •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.cLatiantk-beach.fl.us Page 1 Revised 2/21/03 APR-11-2006 15:54 From: 19047456086 To:904 247 5845 P.1/4 SOUTHEAST RENOVATION RESOURCES INC DATE: 4/11/2006 Send to: Building Department From: Jennifer Snow Fax Number; 247-5645 Phone Number: 904-745-6088 Number of Pages, Including Cover: 4 Fax Number: 904-745-6086 Subject; Roofing Permit for Matthew Eberhardt ❑ URGENT LI PLEASE COMMENT ® PLEASE REVIEW ❑ FOR YOUR INFORMATION COMMENTS; Mere are the remaining items needed for the permit that was dropped off earlier today for the property located at 443 Skate Road in Atlantic Beach. Please call if there is any additional information needed. 1) ASTM; 6222, Type 1, Grade 5 2) Notice of Commencement 3) Manufacture's installation instructions 4) Current Occupational License for Roofing Contractor Please fax a copy of the permit to our office at 745-6086. Thank you, Jennifer Snow yuan LAO ay1 . yyyP N,� Southeast Renovation Resources Inc 1445 Douglas Street Jacksonville, FL 32211 904-745-6088 1 904-745-6087 APR-11-2006 15:55 From: 19047456086 To:904 247 5845 P.2-4 NOTICE OF COMMENCEMENT State of Flof-&a Tax Folio No. County of ,du Va To Whom It May Concan: The undcrsiguod hacby informs you that irnpmvements will be made to Certain real property, and in accordance with Somon 713 of the Florida Statulm the following information is stated in this NOTICE OF CONDAENCEMBNT. Lcgal Desorption of property being improved: l...o+ le 81 k 1 g 31 - 1116 3x- a S -Dg E ,KecLj �eVnh 41 1-715 j 43-()Q ne) Addtcss of property being mVmvcd: �/Y S ate IV Allan t4c .des Ch ';2 7 3.3 Gencral dc9cription of improvements: _ - leo" Owner: .T SUJ Asa a(a.r"s Address: 31;?o C'oWes-tixx t✓'me* by Owner's intcrest in site of the improvement: Fee Simple Titleholder(if other than owner); . Name: nmaor: Zadhe,,y Efxrha,*d-(- .S'oLc a ur) S Address, I.V q5 Dona ax .Sf Wee 4 7EW Telephone No.: _7q,5- 1�4egf Fax No: 7y5-l�lkP (o -Sturdy(if any) Address: Anummr of 0_4 o Telephone No: Fax No: Doc#200612567!5.OR BK 13189 Page'888, Number Pages:1 Name and addrm of any person ung a loth for the construction of the Filed&Recorded 04l111200G at 1129 AM, JIM FULLER CLERK.CIRCUIT COURT DUVAL COUNT( Name: RECORDING I10 00 Addrm- Phone No: Fax No; Name of person within the State of Florida,other than him&elly dated by owner upon whom notices or other docil meats met,be served: Name: Address: Telephone NQ: Fax No: In add itim to himself. owner design the fdlowing p w to reodve a copy of the Lidawr'6 Neti;es m pnWded is Salim 713.06(2)(b),Florida Statues. (Fill m at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commt=mc 9(the expiration date is one(1)year from the date of recording unless a differem date is spcdh-cd): THE SPACE FOR RECORDER'S USE ONLY O spag . Bofors me s—(b►�_dk of Aort —94V—in We Comity of Dnvsl,State lly reg' N«;�...�,, cada*, -r�tac at Large,:Sturtc orf Flamm CaQa!v af?l�sl. kawwPuft-5th0lFbei RA ....,... e...... «-,n.. '• a Or P In r F I Idicefificaim- J. flr_aiFtl ki ,.- APP-11-2006 15:55 From: 19047456086 To:904 247 5845 P.3r4 1 LA ArraA 45 is an Arr niov►hed bitumen sheet.It UlGorporataS nnlvrnar anr!blob�..al;w.—h.11 � 2 APPeX 45 his a construction that provides an extreniety , u.a�..a1Q 4000 WK#1 UAti QRti1tt rrnrl-t fMe! Fh9 Pre- W-7 � � +^•_�� ��'+��V'!�'rY mium APP asphalt Wand is formulated to provide excellent _..._ . _.; -Y __. _. ..._.. .. .,,�..,.......•.......,.,:.ii .„.:., �.<.o, 4=,,r-r!.•i -+��u-�-�utr -�:_. -.a�a- :s��-+t ews yc+sv"tTeaiii�s +i..:�:a:a...+r.e....•+.w.r.. +ww. +�rrr__r+�+«x..._.w���.y��•+,waw�7c: aixr puncture rotistatits and Can accommo0ate stressaa Thr►�tFohee Iii Nie.L...Tt t.•+.._i:_L._.._ .,i._i rr_ • 7- i iiii+VijC1%lir rRa ai-'P"i-45 g+prtrtitm pmyntrm hurfl oft tui a�ared to a warnond-aimboned.textomrf surfer t tnr a 1— 1_ _ Ut1 APPeX 4S is designed f nr use as a premium,modified bitumen Advantages sheet either as a cap sheat nr as an interply sheet in a multiple- 'The polyester mat provides excellent puncture and routing g system.When used as a cap sheet,the use of an tear resistance approved surfacing is required.When coated with specific .The premium quality APP blend allows for excellent U!-fisted coa6ays• UL Class A ratings may be obtained in weathering characteristics _,,,•==iotls'Loth new and raroof at slopes up to 4 The prpdtlCTS flexibility and dimensional stability 3A-per loot 1291 mAVm)_This product may only be installed provide ease W handling,resuitang in quick instaifations using halt-welding aopflf Rttrtn rorrrwa►.rw. 1voiC't Phvslaal Proorrttite s..14riiiii fatei2 of eXeee"3Aii CrAmin 11W&STU Cr"s Roll_:_.. . •_ - ApproAmawly t_u square(to rtr`f Type I,Gfude,S- Rall w-vighr ................. ... �$iii5.i�`i•9 k9s. i MCiiness ....... ............. 1511 w.:i�is ^,TFr FtOit ibn4tn...... _ -_-.... . ,,,--_ •.u+raw w—. .. -G x t FU.0 Ful Tensile Strength 0 U'f 1-18°C) Roll'width .. .................-- Machina direction .,. .,.8u lbs-lorca in.width(40.8 Mimi Gross Machine Direction . 55 lbs.forcelin.width(24.9 kWm) Elongation @ irr(-tit'C) - uwsiriccsFr87:UWi ......................... -- Aa:% r !u'P'w`w--dAiarS Cross Machine Directton .,..,. .. :err aCva: }, ry� ` 1�� i�uiytraiNrr4l1 Machihine f)irnttiori ................ tilt itTs r,rt ice,a°ty'r'+J /r /i/! rfir sr�.lr;,rrr`I.:Jrirlfsrl�lf7' •^.r v .e�a (;rnS3 Machine Qirecirrn .. ......., 62;Ls.;....tea:i.d.:::; -� T------ -"- wsn :cFFiitnraiiitG nC7t►WNiy ........ .--.--..... 14'F f-10"Cf rvsyir4.iin&errs-i tlF�ilrrt iir:rensivnof Stabs}sty Cross Ma chism vsreclun - --._ 1111110%chr- lvja.anai tested it zA.qTu n 6id7 Ct-11d,.i icsi.Medwd for Sampling and Testing Modified Bituminous Sheet f4llate�sal.. Labe; ran ii: p.--- using fids omeltac-t PSR-3844 7 19 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ----- - -------- LOCATION INFORMATION Permit Number : 9279 Address : 443 SKATE ROAD Permit Type* RE-ROOF ATLANTIC BEACH , FLORIDA 322 , Olass of Work- NEW --------- LEGAL DESCRIPTION ------- '_'onrtr . Type ' WOOD FRAME Lot : Block: Section: F' " is s.ed Use: SINGLE FAMILY Townshiv: RNG: 0 Dwellings : 1 Code : 0 Subdivision: ROYAL PALMES Estimated Value: S2500 . 00 Improv . CoFt : 50 ,00 Total Fe- $22 . 50 S22 . 50 INFORMATION APPLICATION FEES PERMIT $22 . 50 SATE ROAD WATER IMPACT FEE , ATL;J4'_F1-_ BEACH , FLORIr.- 3 SEWER IMPACT FEE 90 4 ) 1 9 WATER METER/TAP S 2 RADON GAS-H . R . S . $0 .00 -0NTRACTC,-R INFORMATION RADON CAB 5% SO . 00 CAPITAL IMPROVE . $0 . 00 CRASHAW ROAD SEWER TAP S0 . 0c, 'ITIC BEACH . FL. 32233 HYDRATTLIC SHARE $0 . 00 ,714n Type: n `ROSS CONNECTIC7 nn SEC.H TMPACT FEE CO NOTES: NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.99 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ALANTIC BEACH ROOFING PERMIT APPLICATION owner(s): fYl e1-12 e ll Address: Lj �� �� F� 2 - Phone Lot #_• Block or Unit # Subdivision: Contractor' Address: A\ Q = C_L . City, State and Zip �- �r e �� C, Phone 2_z State License # (-, r'` ?c C Describe work to be performed: C c,c-, c- Valuation of Proposed Construction: SC, Materials to be used: ca Signature of Owner; Signature of Contractor: Liability Insurance Supplied Workers Compensation Insurance Supplied License Information PSR-3844 11298 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION ------ -------- LOCATION INFORMATION --- Permit Number : 11299 Address : 443 SKATE ROAD Permit Type : PLUMBING ATLANTIC BEACH , FLORIDA 322 ' Class of Work : ALTERATION - ------ LEGAL DESCRIPTION ------- Constr . Type: WOOD FRAME ? ^} : Block : Section: Proposed Use : SINGLE FAMILY Township : RNG: 0 Dwellinas : 1 Code: 0 Subdivision: ROYAL PALMS Estimated Value: SO . 00 Improv . Cost : SO .00 Total Fees : S25 . 0(-- Amount 25 .00 Amount �dz 925 . 00, Dat _s ce_ 1/11!95 ;OWNER INFORMATION _ ---- APPLICATION FEES ----- Name : fIkPI W BENNETT PERMIT 525 . 00 Add : 44-4 SKATE' ROAD WATER IMPACT FEE S0 .00 ATLAi1TIC` aEACH . FLOR.T' SEWER IMPACT FEE $O 00 Pholy � 3 1 X111 STA P RAI NrG S I.R . S . 03� TO INFORMATION -------- RADON CAB 5% 50 . 00 Name: bT OO SERVICES CAPITAL IMPROVE. 50 .00 Address - CROSS CONNECTION SO .00 Type: 3 SEC H IMPACT FEE $0 .00 CONST . SURCHARGE 00 Asa �-Zr"HAP^F/ATT— F-TJ_ $^ ;0^ NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 000000900 000000w $A.00 14 Date: 1/11/96 01 Rcpt: 0025561 ATLANTIC BEACH BUILDING DEPARTMENT CHECKS 1073 00100003221000 By: I CITY OF ATLANTIC BEACH APPLICATION �F-OR PLUMBING PERMIT JOB LOCATION : IV�2 S��4T 2 _> OWNER OF PROPERTY: (�1118,S /I FN yilG `/ PLUMBING CONTRACTOR U/v �Gd Fr/ UI C F S �U CONTRACTOR' S ADDRESS : L-j S/ S 'TA Y( STATE LICENSE NUMBER :� C d TTELEPHON4.�L' HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: a'�Z ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 2131tlAA L13M3s 7V�ILflo313 °JN19 W 11'id £. +.' 2i39WnN AINo 3sn 3ol 31Va L1WH301-4=10bo-4 °jNhflrHojoVH1N00 Iv'aB10 ea!pl!ng TnEQ 'I�? Tti •xauA+o ao a J043sr;uoa iaq;ta 6q Se ee paineq qnd s do paasaia aq ;snuff pus �aasds aTignd F u>< paosid aq Zou ;snuff xiom s►q; moi; Z �__—__♦ sugap pug gsigqna `ieva;eui �u►piinil K LL afissI ao a1,v(1 2IaZ,3d SRj,N034i XIS QIOA yINi2Iad 1 'JNIHfloa a2I03aa GaiDaaS NI as LSIIW SONIZ003 QNd ioaa swuo,q ajanON00 'I'I�—�OIZON�Inuad scu3 3 3. u .q O ted aae az m sueid paeoidde o3 Sutp d *ON asnog t i �oZ ii Q/S _ aoig .iq paum0 salvpuox •a snsar U01 31 au TuT�uaptsax uu sa uq a u xs 499129 I3o xa ox uTn8 i nq o uoisstnuad set; ------------- gq3 S11.11aa oI sT s.qj. ,q 10 suop!AOld olgva!lddv 10 UO[1H1o!& 101 UO!19a0Aa1 01 laafgcv I.v Ivd uaaq cay aa1 ..o9 pun pllvA lou 1!uuad v!ql c! pnv 4alnevall .cn3 os P. � $uoqunieA ' a $aaa / aieQ i 80f NO 431SOd 39 Lsnyi IlMd3d SiHl ' mina of tiwb3a valao"Id 'Hotl39 311NV11V d0 Allo ON llWa3d 090 L 'JN14"11f18 d0 1N3W,1-atld34 V r FOR OFFICE USE ONLY Date-- .............19 Z9, Permit #----5"A' 61P....Fee$--- ..... ...... CITY OF ATLAM'CMMt '�4 Valuation $.... -----------------•-....... FLORZA House .... ...... APPLICATION FOR KIJ1WW%TPAKWTBWH ............ ......................................... ...................................................................-------- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date-- ...................... — Z.1" - """' :5..... - ------------------ 19-.- 'X Owner-----------/��. ---------------Address___-61.V,3 Telephone No.�??36�L-710W Architect------------------------------------------------------------------------------------------------Addres&...........................................................Telephone No----------------------------- ContractorBuilder__z� _—&&_L)...............................................Address.-----------------------------------------------------------Telephone No.---.....------------------ LotNo--------------------------------------------------Block No--------------------------------Sub Division--------------------------------------------------------------------------------Zone---------------- ---------------------------------------------Street-----------_---------_Side Between-- --------_--------------------and------------------------------------------------------Sts. Valuation Ul10-------------For what purpose will building be used-.__..-..-_--- -- ---------------------Type of construction...........-------------------------- Dimensions of Building----------------------------------------Dimensions of Lot-- -----------------------.--..--.........-_-----------Size of Footings-------------------------------------- Size of Piers.-------------------------- ------Size of Sills---_-------------------- -----Greatest Sill Span in ft-------------------------.-Type Roof-------------------------------------- How will Building be Heated?---._..........................---------_.-..------------..._.Will Building be on Solid or Filled Ground?---------------------------------------- Size of Ceiling Joists------------------------------------------- Distance on Centers----............---.....................----, Greatest Span-------------------------------------------- PP Size of Floor Joists.--------------------------................... Distance on Centers-....---- --------------------------...... Greatest Span-------------------------------------------- fp Size of Rafters------------------------------------------------------ Distance on Centers......i- ..........--------, Greatest Span--------•-----------•-----------•------14TV.S.. "FAILURE TO COMPLY WITH THE MECIIX This rectangle is to represent the lot. Locate the building or buildings in the T IN THE PROPERTY riht positon. ive istance in feet from LIEN LAW CAN RESUL allglot-1nese andGexistidng buildings. tY�Y^.4, 4, 'Tr"Al-r-ITWICE FOR BUILDING REAR LOT LINE copies of plansAnd,spWications shallub' Inspections required. 1. When steel is in place and ready to pour footing. APPOVED PQ rA 2. When steel is in place and ready to pour columns and/ot"F PJR0,NTIC, BEACH Z Z 0.4 N G 0 F 1�,U- r ,UILIDING OFFIcE P4 3. When steel is in place and ready to pour beam. E-4 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. PQ 6. When septic tank drain field or sewer is laid but befor is is 7. Electrical inspection by City of Jacksor.ville. 8. Final inspection. Rei Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, 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 building regulations of the City of Atlantic Beach. Signatureof Builder ----- - Address----------------------------__------------------------------------------------------------------- /a W,-'f"o 47 Signatureof Owner _.�/'...............------------------------------------------------------ Address---------------------------------------------------------------------------------------------------- CITY OF ATLANTIC BEACH 716 OCEAN BOULEVARD ATLANTIC BEACH, FLORIDA ADDENDUM TO BUILDING PLAN 1. Building location: fZ' ,Z&�..i � lX 2. The attached plan for the above building is approved subject to meting the following applicable construction requirements: a. Footings shall he continuous monolithic concrete under exterior walls, reinforced with two 5/81' deformed reinforcing rods for one-story buildings and thsee 5/8" deformed reinforcing rods for two-story buildings. Reinforcing rods shall be placed in the lower one-third of the footings, properly placed and fastened on metal saddles with wire. Footings shall be six inches wider on each side than the wall above, shall be at least eight inches thick and shall rest on firm soil at least twelve inches below undisturbed soil. b. In hollow masonry unit construction, each unit cell shall be reinforced with at least one No. 4 bar at all corners, poured and tamped with concrete; such reinforcing shall be properly tied into the footing and spandral beam. e. All wood truss rafters (roof construction) , shall be securely fastened to the exterior walls with approved hurricane anchors or clips. d. Construction of nearby one-family dwellings, which are duplicates or intensely similar, shall be avoided. Such similarity considers the external configuration and appearance (i.e., roof, outwr wall materials, window size and design, and other like characteristics) of structures. In accord with the foregoing, similar or duplicate hoaxes shall not be constructed -Within close proximity of each other, and shall be at least 500 feet apart if any one similar dwelling is visible from any other similar dwelling. e. The final connecction between the house pl ing drain the sewer service connection (at eche property line) roust spected by City before being covered. ane e The undersigned hereby certifies that he has read the above and understands that this addendum takes precedence over any eaMtrary details to the plans and specifications and agrees to comply with the intent of this addendum. Contractor/Owner Date - . MAP'!4HOWING SURVEY OF COT ------------ --------- ��'.9T_Orc" i9.4T G ',QOY.gG_ .o.9�/IlS U�U/T M4 •q AS RECORDED IN PLAT BOOKS?_PAGIVAA */ O OF PUBLIC RECORDS OF DUVAL CO.. FLA �2 v td J • • ti G©7_ S 000 ­Z5. 74 dr \ i � m � : � <D i oT 7 ZAP ql OA (%__0 c'),< + U m mu M > I EREBY CERTIFY THAT THE ABOVE GOT WAS SURVEYED BY LEGEND: ME AND THAT ® CONCRETS MONUM[NT IS LOCATED UPON SAME AS SHOWN AND THAT THERE ARE NO ENCROACHMENTS UPON X•X Farce SAID G T _ W/� ' �� O PEa SIGNED e 9. �g 7{o CHARLES W..DEGROVE.JR. O IRC'+ PIPs 573 VERA DRIVE JACKSONVILLE. FLORIDA 32218 SCALE: l 2O' REGISTERED SURVEYOR NO. 071 FLA. X CROSO CUT MEMBER: F.S.P,L.S. AND A.C.S.M. � -wsa-v aNv -s1d-s-d �a3®w3w LnaesoaD X v1d ILO-ON HOA3Aans a3a31s1•J3a p� _ :31VDS Gizz£ valao7A '3111ANOSHOVf - .. aw,r Novi O 3AIt1O Vbl3A ELS 'ar •3AOH03a 'M S31UVH0 a3N�i5 Dad ❑ a1VS 1v7 3ON7.d X-X NOdn S.1N3WHOV011ON3 ON 3aV 3a3H1 1v H1 ONV NMOHS SV 3WVS Nodn a31VOO1 SI _ ---- ------- -- 1 GNV 3W iNSMnHow ata��No� ■ --MV1177�/�!O' 1VH :oN303'11 A8 03A3AanS SVM----- 3H11VH1 AALLN30 A83M3H I n � r\w L -Z- co i 04 L4 o 4e� q o � L = y2E 0.(5� 72 1 ` s I f APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE 21 9 B •3 3 •w-U "03 -IVAna jo 5ald033aa Omand Ao i '1'/3aVd_ /Fmoos_1M1d N1 a3auO:)32d SV d® A3Amns JNlM®HS,ddW 1 FOR OFFICE USE ONLY Date------._9..`..3./-------?-19 .7.0 Permit #- / f3 CITY OF ATLANTIC BEACH Valuation $..lQ�...t�-7J�: ................... FLORIDA House #.._ ... . --------------------------------------------••----•••------•-•-----•-...---- APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date.------'2--------�- ---h,.O Owne -------- - ....---•--------Telephone No3�$ '� -- �G%9 Address-----.f -- --------------------- Architect------ --- ---Architect------------------------ ------------ -------------------------------------------- Address,----------------------------------------------------------Telephone No.--------------------------- Contractor Builde ---------ContractorBuilder . &-------------_Address--------------------------------------------------------Telephone No.---------------------------- Lot No.- // � D " ''2�- Z ----------------------•--------------------.Block No.--.---- Xu= -------------------------- ---- yy ----•-------.Street--- ----Side Betweenu -- -------•--- --------------•----•-----------Sts.T Valuation $ r 0 — �X--�.-.----__.__-.--- Size of Piers. --------Size of Sills. -..._..__.Greatest Sill Span in ft- ---------------------Type Roof ��----- -------------------- How will Building be Heated?---!Y""-'.-.._......................._._.-..._..----Will Building be on Solid or Filled Ground?............._......_......._........_. Size of Ceiling Joists.-----------_-----.-__----.._ -- Distance on Centers_._.........-_............................. Greatest Span-----__.___................................ Pt Size of Floor Joists---------- _��....___...___.___...__, Distance on Centers.. _..__. ..-.____________________________ Greatest Span.._."._____....._..._._........__.__._. " 1�'' Size of Rafters ------�X-G----------------- � Distance on Centers --- ------ -- -- ..., Greatest Span--------la--'------•---••----•--•----- ---- This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z z 3. When steel is in place and ready to pour beam. 04 a 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. W W 6. When septic tank drain field or sewer is laid but before it is covered. q A 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after Lr\ corrections are made. �y FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, 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 building regulations of the City ��of�f AAt/tlan -c 4e� Signature of Builder��•�' ---•-- ----------- Address Signatureof Owner.- tell . . --. -- -- ---•--. . ............:............ Address------------------------------------------------------------------------------------- ------ ----- X, 'SLOT -PLAK LOT � ��O�k. PLAT 500k� 51 PAGa 1-1,4( OF THS PQ1%01C;, V�1. 14CO , I OF �so ga - Z 9, 2 fid' q:a ovE sr0RV HAS. e46, $IOENCE- Asac���T EG. � �g�` µl�9 a �9 6• " T w 8-C,"' Lol ' Co�VC. Z�1Q/vim F�. AP.�t�r✓ ' ga' r gl)-,4T <0- X014P �Sr�,eer5 T"