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Permit 1730 Park Terrace E (vault)
CITY OF ATLANTIC BEACH =� f 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept(a,c� oab.us Application Number . . . . . 08-00000243 Date 2/20/08 Property Address . . . . . . 1730 E PARK TER Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 - - --- -- -------- --------- --------------------- -- -- ----- --- ------------ ------- Application desc access ------------------- ------- ------ --- - ---- - ----- -- ----- -- ----------- --- ------- Owner Contractor -- ------------- - -- --- --- --- ------- --- -- ----- - - -- KOOBA OWNER 1730 PARK TERRACE EAST ATLANTIC BEACH FL 32233 -------------- --- --- -- -- ---- ---------------- - -- -- - -- -- ----- - ---------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 8/18/08 ----------------- ---- -------------------- - ---- - -- --- -- --- --- - - --- ----------- 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. s mfr CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road Atlantic Beach, Florida 32233-5445 904-247-5800 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SET OF PLANS WITH APPLICATION. Date o7 c20 4 ,,/� PERMIT# Job Address } /ll� (Q�/Ct CC ISSUED BY THE CITY Permitee: r /<r90 Telephone# Permittee Address: Requesting Permission to Construct.- Location: onstruct: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 t a resaid rights and privileges. 9. The Director of Public or hall be notified twenty-four (24) hours prior to starting work and again immediately upon corn etio . OWNER Co i SHIRLEY(, GNota RAFiAf 1= ry Public.State o/Floridama;MY Commission Expires Feb 14,2010Signed: Date: ' Commission#Before m this day of in the Cou Bonded B ��518533 State O FI has r onally ea d Y National Notary Assn. Notary is t Larg ate o lorida my of Duval. My om iss' n re Personally Known: Produced Identification: s t i E , �L""'3 ���,^,, a 1�/�1y I���,,.,.tip. l._.... �w t_,'•...} [�w App 0VE � r CITY OF'SrL�N�IFFICF- /� FOR OFFICE 7. . NLY Date_.... .... .. 9 ------ -'a Permit *2d.jt�7..Fee$-.7 CITY OF ATLANTIC BEACH Valuation -9 FLORIDA House #J1 () �a_ .. .........4?4 ........0 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....................... -— -----------i. .......................... Owner...... ... .................Address_.6 ..,V2 Architect...................... 4p�---- ...�_fehphone .........................................................................Address,--------—----------------------------------------Telephone No... :7=777::......... Contractor Builder___..__ __.�r?�--•-j�'-_-•-_-_-. _��� ,�r-c,��,,-�Addresa.._����„3--•�j/p._cr�d„s�: Telephone No...���Qy,-fes Lot uilder------- Lot No. s;� 8---•--•----•----•---............Block No--------- -----------Sub Division.......... -I'PW------ --------Zone----------------- A��'/'ZS—tre et---------- Between.. -----.......--•----------------••-------------and.............................— Valuation $'�W.-INM_---For .........................Sts. what purpose will building be used.,o 0' _OPA7� /-Type of construction..__. ._'416(2�_o Dimensions of Building--- of Lot- -------..Size of Footings---- --------- Size of Piers... = -----Size of Sills--------- -_-----.Greatest Sill Span in ft._._..._.—_-------Type Roof-----------./ L How will Building be Heated?__ ---�e 5 ori Will Building be on Solid or Filled Ground?-------C-1421F... Size of Ceiling Joists_ V 5; ---4.t....._S........ ----.--, Distance on Centers............CZY.. .............. Greatest Span...............C.�.' Size of Floor Joists . ....................... ---------------------------------- Distance on Centers.......... .............. "'r............. Greatest Span......................... __ ........... Size of Rafters. ...... ........ Distance on Centers J Z/ � o� .... .................................. Greatest Span............................................ 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. Two copies of plans and specifications shall REAR LOT LINE be submitted with application. 1 //0/ Inspections required. �7 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 3. When steel is in place and ready to pour beam. j Z 4. When framing is completed. :4 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 14 7. Electrical inspection by City of Jacksonville. .9 8. Final inspection. W Note: In case of any rejection,re-mspection 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 At�lan�tie Signature of Builder,.. ..7.... Signature of Owner................. _7.1 ------ Address...... ................... .........--------------------------------------------------- Address.................................................................................................. CITY OF ATLANTIC BEACH l 800 SEMINOLE ROAD =� r� ATLANTIC BEACH, FLORIDA 32233 J INSPECTION PHONE LINE 247-5826 03-00026921 Date 9/30/03 Application Number � � Property Address . . • . . 1730 E PARK TER Tenant nbr, name . . . . . . REPL GARAGE DOOR Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1150 Owner Contractor ------- -- - ------------------------ OVERHEAD OVERHEAD DOOR CO. OF JAX ADAMS, WILLIAM 1730 PARK TERRACE EAST 6884 PHILIPS PARKWAY DR. N. FL 32256 JACKSONVILLE ATLANTIC BEACH FL 32233 (904) 268-1627 (904) 249-6930 ----------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . 20 . 00 Permit Fee 40 . 00 Plan Check Fee . Valuation . . . . 1150 Issue Date . . . . Fee summary Charged Paid Credited Due ---------- ----- -- Permit Fee Total 40 . 00 40 . 00 Plan Check Total 20 .00 20 .00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN O RESULT IN THE PROPERTY OWNER PAYING IMPROVEMENTS"ISSUED WPLANS WHICH ARE PART OF THIS TAND SUBJECT TO REVOCATION FOR VIOLATION PROVISIONS LA , BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH olHi BUILDING / ZONING DEPARTMENT in800 Seminole Roaderr r 7 Atlantic Beach,Florida 32233 (904)247-5800 J;f �' (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 03 - Z409 2 Property Address: 'PAR —1 CR(Z,AC-r— > Applicant: J1/E12 � .Vyyl�. Co Project: ►��1�tr �- f}f2.�t �s(Z This p rmit application has been: Approved Y Reviewed and the following items need attention: Salo Yw LT Go S: 1A , I C l Please re-submit your application when these items have been completed. Reviewed By: LA, Date: r D V-1 Z.fl3 SEP. 15. 2003 11 :59AM ROGERS TOWERS NO, 1945 r J Sep 15 03 10: 41a Overhead Door 9042687204 p.2 v CITY OF ATLANTIC BEACH PERMYT APpLICATI N FOR REPLACEMENT OF SINGLE FAMILY TWO-FAMILY( DUPLEX) CONMUWS'SKYLCOS CTION GARAGE DOORS OF SIN 1a � Tc�� F(-- 3zz9 Job Address: Owner's Name: 1 G.!'n Address��3 fJ '�C�1 l 4 C t G-v C'C'.2-10 ,4� (��i,R ch ��, Phone: _ �' T.egal Desariptio/n: B,lockLNumber: Lot Number:---- Zoning District: Contractor: Stcte License Number: Address: �. " i/- 1 �" , ,/� Phone: Z City: pescrib proposed use and work to be done: present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required?4V if yet,please submit with this application. Building Data: Mean Roof Height 1 ?-'—(ft) Building'Width Building Le th��00 7144:14 /w J/L Roof slope 4410"W- *Window Elevation from Grsde_(n) window Height--7-00 Window Width !6 —{it) Mewsurement from corner of building to window i 4 s s $d0 5asinole Read •Atlantic Beach,Florida 32233-5445 Phone: (904)247.5800 • FYI: ("4)247-5845 - http.UwwwxLsttantie-beaeh.lt.us 127A3 Tage t SEP. 15. 2003 11 :59AM ROGERS TOWERS NO. 1948 P. 1 Sep 15 03 10:41a Overhead Door 9042687204 p. 3 Proaadnre: in order to expedite issuance or permits pro!Ade 00 Information as annreoriate. Incomplete applications may result in delay in issuance of perwit. in addition to the building data,the following information is required. 1. Manufacturer's Test Rcport 2, lnatailstion Procedures 3. Window Dascriptioarrype 4. Garage boor Description/Y'YPe S. Skylights DescriptionnYpe 6. Elevation view of Window Locations 1 hacby certify thet niton provided with is cornet 0-3 Signature of owtur: k1 _ - I hcrcby certify that l have read and eduained this apFiirstion and know the sant:to be true and cotrem All provisions of She Saw$and ordinsnaa pvelliilg this type of work will the complied with,whether specified hatin at not. The groatiog of a pdrntit noes not prOume eD give authority to violate:or cancel the:provhiats of any fettersl,state or local ndes,regulations,otdmenocs,or laws in any nonnor,ua;tuding the govcudng of conshuction or the performance of roftstructlon of the property. i understand riot the issuance ofthis permit Is eouthwK upon the above inibrowtion being trae ocreot and that the plans and supporting data have been or shag the pmvidced as required signature ofeont:raaar�..� Address and contact itttbrmatitm of pearswt to receive all correspondence regarding this appBeatton(please print). Name: Mailing Address- Telephone- Fax:, E-Mail. AS TO OWNER: Sworn to and subscribed before me this J _ day of [ ,.n` IYY�6,:a_,20 State of Florida,County offDDuv l Btowa OR >«:wons"M 00140101 am Not Sigum . O7dfo*t4 i'.006 aoiumawtsat taeastesnttCEs1G Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this—��- --day of State of Florida,County of Duval / Notaty's Signature: Er- CAROL 1.GONYEA persondiy known Public,State of Florida El Produced identification comm.Expires Nov.7, Type of identification produced Comm.No.DD 0707977 800 Setaiaele Road •Atlantic Beacb,Florida 32233-544$ Phone: (904)247-MO • Fax: (904)247-5845 - http://www.ei.stlanck-beach.fl.us Page 2 Revised 1177#03 Me,o&t;7a &bzce V21 Overhead Door Company Engineering Services 1900 Crown Drive Farmers Branch,Texas 75234 Telephone: (972) 869-1666 Fax: (972) 869-1671 ODC Jacksonville 6884 Phillips Parkway Drive North Jacksonville, Florida 32256 (904)268-1627 July 1s', 2003 To Whom It May Concern: The following Overhead Door Corporation residential windload doors have been designed and tested in accordance with the Florida Building Code and their respective windload pressures comply with the Florida Building Code for Exposure C, 120 mph. 408950 Windload, 180/280/381,37/55.5 psf,9'-0"max 409886 Windload, 180/281/381,31/46.5 psf, 16'-0"max-Max Roof Height 15 feet 409341 Windload, 180/280/381, 37/55.5 psf, Post, 16'-0"max 409888 Windload, 180/281/381,31/46.5 psf, 18'-0"max-Max Roof Height 15 feet 409337 Windload, 180/280/381,37/55.5 psf, Post, 18'-0"max 408951 Windload,390,37/55.5 psf, 9'-0"max 409892 Windload,390, 31/46.5 psf, 16'-0"max-Max Roof Height 15 feet 410026 Windload,390,37/55.5 psf, Post, 16'-0"max 409893 Windload, 390, 31/46.5 psf, 18'-0"max-Max Roof Height 15 feet 409432 Windload,390, 35.1/52.7 psf, Post, 18'-0"max 409977 Windload, 190/490,37/55.5 psf, Post, 10'-0"max 409960 Windload, 190/490,37/55.5 psf, Post, 16-0"max 409978 Windload, 190/490,37/55.5 psf, Post, 18'-0"max Sincerely, Concur, Mickey Womack LeRoy Krupke, P.E. Project Engineer Registered—State of Florida Overhead Door Corporation w K w S K a0 caog N N �. N O Q=uo max O d.0. Q 3uN99 oao d. N I 00 Z V10=yON•ip I �- O FZ K OO Q WN ZdZO y[j@yy;^^ O M O�j •• O Cc, pttOa �ij O N W VVI �oU N N W S MLLJ 00 b d d z O � 3 O n o 0 F al. Y F m� CSY a4 O N Q Iwi J 3 g3 3 J N < Ju �Y 60 lJ m a SSS GGGG 7SS777 ,,.V W v<ui rn w •o m Na ��W gg N W � o oaf e K i 0 € E < i a c an ^UUQ • � Z 161 W �� m m &OF Ln zS W Ott 2Q W F Z OrL_Z z 2� W K �. 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OZ 10O d-�< O �m I ViZ 3QQwx ZZO Z K a Oa ^ \ tiOWNO ZN QmOjV F-o+�O jo,b r 2NOK N O Y , WNL Z a O �N x J V1 Z Vw1 N<}j W I¢J \ W W J K ONi U n 2U M 3w 2OYU z Oo <W OO. W¢Ix-i NZIS-4;wN UZO >IW/Ioo I Q ip ..=t w 3.: r <1-UI O n �. O=3 K•:z W� 7 O O V _ - _ f V x CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX: 247-5877 PERMIT INFORMATION -� LOCA TION INFORMATION Permit Number: 24749 _ —Address: 1730 PARK TERRACE Permit Type: STORM SHUTTERS ATLANTIC BEACH, FLORIDA 32233 j Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section:0 Square Feet: Subdivision: SELVA MARINA Est. Value: Parcel Number: Improv. Cost: 1,400.00 -- O1MR iNFOIa1VlATiON _ Date Issued: 9/05/2002 — Name: CHRISTINA ADAMS Total Fees: 30.00 1730 PARK TERRACE EAST Amount Paid: NTIC BEACH, FLORIDA 32233 Date Paid: 9/05/2002P a� 19 2315 Work Desc: INSTALL H 1C PN - r CDNT"RACT - ` N FEES _ SGS SERVICES OF N.F. 30.00 . 4 1 x l NOTICE- I PECTIONS- JST BE REQUESTED AT LEAST 24 HOUR IOR TO I ECTION BUILDING MATERIAL, RUIRBISH AND IS FROM THIS WORK MUST BE PLACED F PUBLIC SPACE,AND MUST BE CLEARED UP ANbHAULED ITHER CONT O ER "FAILURE TO COMPLY WI HE NS . U T Li N A SULT IN THE PROPERTY OWNER PAYING 1forTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. P A ' I SEP o .46 1tyP.: oc orwar: 1< Pt go: am ATLANTIC BEACH BU LDING DE CK#/ 1731 P. T�IIIICE rteQ W 1631 M.00►«.MW, Trau a: i APPROVED CITY OF ATLANl IC 63EACH r BUILDING CnFICE } SEP 0 5t1, nt,c Beach City of Atlantic Beach• $00 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)'247-+5800 •FAX(904)247-5+845*h ri�://wvwv/ci.atlantie-heach.tT.us P 4%Y1 DPLI\^,.{'1'L L'lJl\W�'L %.LLi L�L OF ii 11L0 T�U�Sl1 JJAG--t" rM �,ARA-- DOORS OF SINGLE-FAMILY OR"TWO-FANULY(DUPLEX)CONST�RU�CTION I Date Address whom work is to be perfortnocl I r r(7 4-A A C C.- A �" O lti I Appiicani 5� 4'� l A"-e s 1736 Ac C ' 7 aal esc.^C*wn: RIr 4 N.,-berICA, Lot Number �V Z •.:,.• Contractor 5 '_aa.urs C L s State License Number Address / 'J/ �u 7 /-�h. Phone 7/ � ' —u= _ City +� rStateL Zips L Fax Describe Proposed Use and Work to be Done0 V0 e Present Use of Land or Building(s)' l�J Valuation of Proposed Construction I lJ Building Date: i Mean Roof Height (ft) Building width (ft). Building Length (ft) Roof Slope�> *Window Elev. (ft) Window Height (ft) t Window Width (ft) Measurement from corner of building to window (ft) C f 5 1 .*Window Eley.From grade �-v - CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 3 C ?yw Date 4 - 5• cZ Heated Square Footage @ per sq ft_= $ Garage/Shed �' t@ per sq ft = $ Carport/Porch `' @�/ per sq ft _ $ Deck @ $ s Per q ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ $ Total Valuation 1st $ Q0 4� $ �s. Remaining Value $S.t° per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 1L�. ( ) Fireplaces @ $15 . 00 $. BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT. $ SEWER TAP $ ( ) RADON (HRS) . 0050. $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ { ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : In addition to the Building Data the following information is required: Manufactures Test Report - Installation Procedures - Window Description/Type - Garage Door Description/Type Skylights Description/Type - Elevation View of Window Locations I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. Signature of Owner Date "( 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 ORDINANCE GOVERNING THIS TYPE OF WORK WILL BE COMPLETED 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 SHAL BE /PROVID D S REQUIRED. l 1� Signature of Contractor i (/Y- Date L Address and contact information of Person to receive all correspondence regarding this application (Please Print) Name C. . l+V. 'i/ •(/ /� Mailing Address �J � a <� �^✓ �/ jG�S( .? el& Phone E,rFAX -"le',� E-mail G✓ Fes) N Sworn and Subscribed Before me this Day of State of Florida, County of Duval Dasha K.Brown 1 � MY COMMISSION#CC783111 E &q,s Signature a October 14,2002 y��Rl FQS` BONDED THRU TROY FAIN INSURANCE,INC As to Owner: personally known ❑ Produced identification Type of identification produced I As to Contractor Personally known ❑ Produced identification Type of identification produced 5 213047 _ City of Atlantic Beach � Building and -Zoning o . ZI N �G. C7 � ♦l rrl N � D o �o 0 \` LO Ca C) �oFc-,) M ' N W Window Number Opening type Width Height Window Elevation Distance from Corner of Bid 1 door 36 85 41: X81 2 window s/h 78 75 18" 2-3" 3 window s!h 48 5q 18" S.-i- 4 door 36 85 4" `7'J{" 5 plass door 63 82 41' 6 window s/h 36 36 48" 7 glass door 63 82 41- 8 "8 glass door 63 82 4" 9 ? window s/h 44 59 36" &'1" 10 window s1h 24 36 56" a 0' 11 window s/h 36 36 56" t('.5 12 window s/h 78 75 18" 25' 13 window s/h 48 59 14 15 16 17 18 19 20 21 22 23 23 25 i CiwY of Atlantic Beach 1:u lding and Zoning t}, SUBSTANTIATING DATA a Eastern Metal Supply.Inc„Drawing 01-031,sheets i thru 4,dated February 7,2001, and Drawing 00-410, 6.1 Mariulacture'S specifications and installation dra. .^.gs: ,: sheets i that 15,dated November 14,2000.prepared. signed,sealed and doled by Walter A.Tilsit Jr.,P.E. e Eastern Metal Supply 0.060"Bertha Aluminum Storm Panel,Drawing 98-04,dated January 6,1908,Revision •Certificates of inspection for Aluminum Sheets.Alloy 3u-04 1.134, extruded by Atu f ilw.i)N rninurn, dated 4, dated October 16, 2000, 9 sheets, prepared by 12,2001. Tilteco, Inc., signed, sealed, and dated by Waiter A. February Tiffit,JR..P.E. • Certificates of Inspection for Aluminum Extrusions, •Eastern Metal Supply 24,22 A 20 Gauge Galvanized Allay 8063 T6, ASTM B 221, extruded by Easco Bertha Steel Storm Panel, Drawing 98-11, dated Aluminum, dated April 9,1998,and April 14,1991L r January 29, 1998, Revision 4, dated September 8. 6.14 test report an large missile impact loadings under 2000, 8 sheets, prepared by Tiiteco, Inc., signed, SSTD 12-99,and transverse loads In accordance with sealed,and;dated by Walter A.THIN.in P.E. AST'n1 c'av�, prorarod by i".:�awan r t,;►.of So.�ti Florida, ATL Report No. 1128'.01-Z0. March 9, 2001, 6.2 Test report on large missile impact loadings on 24 gauge to n26"1 galvanized steel atom panels under and Report No.0130.01-01,April 2,2001,signed and sealed by William R.Mehner,P.E.and Henry Hat4em, SSTD 12, prepared by American Test Lab or South P.E.Florida,ATL Report No.0121.01-88A,revised April 28, 8,15 Test report on polycarbonate plastic In accordance with 1999,signed by Kaith H:.ftr. the following procedures. prepared by ETC 6.3 Test report on large missile impact loadings on.,.060' laboratories. Inc., Report No. ETC-01-763-10724.1. aluminum storm panels under SSTD 12,prepared by .: 29,2n_01.eted •nstlad by J4seoh L Doklarl, American Test Lab of South Florida.ATI.Rtl f d No. P 0210.01-98R, revised April 28, 1999.signed by Keith . SeH Ignition Temperature;ASTM D 1929 Market • Rate of dttminw,ASTM D 6635 0.4 Test report on large missile impa°t loadings an • Smoke Density,ASTM D 2843 aluminum and polycarbonate systems, prepared by American Test Lab of Svu« Flcrda,ATL Report No. nv CODE REFERENCEStir9ri 0306.01-98R, revised Apnl 28, 1998,signed ti h REPER1 Harker. Star,'..ardSu!!wr.;C^doa'-1Qcq Edition 6.6 Addendum to ATL Repots No.0306.01-96R.prepas- by American Test Lab of South Florida. ATL Report 00625.Ot.00 dated May 26, 2000, signed by Keith Section 103.7 Wind Wind Loads e Materials and Methods Harker,signed and seated by William R.Mehner,P.E. Section 1606 L Structural Tests and Inspections 6.6 Test report on large missile impact loadings on 24 Chapter 17 gauge (0.028•) galvanized steel stor::t. past'sls under Section 1707.4 Exterior Window and Door Assemblies Alloys SSTD 12, prepared by American Test tab of South Chapter 20 Light Metal Aluminum Florida, ATL Report No. 0329.01-00, dated May 26, Section 2002 Structural Aluminum 2000, signed by Keith Harker, signed and sealed by Chapter 22 William R Mahner,P.E.and Henry Hattem,P.E. Section 2204 Cold-Formed Steel Construction 6.7 Eng!s,e„ring calculations on 0.060" Aluminium Storm Section 2604 tight-Transmitting Plasties Panels for allowabie, wind pressures using the Aluminum Design Manual, prepared by Tilteco t Inc., SBCC!CS tRStanda ruction® o-89 Resistant Residential dated April 15, 1995,signed and sealed by Walter A SSTV Tiilit,Jr.,P.E. of BuddingEnvelope 8.8 Engin calculations on 24 Gauge Galvanized Steel Section 101.3 Integrrnate ity Y Wisre a MAw►h4da Storm Panels for allowable wind pressures,preparau uy arn.uvu I V•4 Tilteco Inc.,dated April 15,1998,signed and sealed by Section 101.6 Design Concepts Wafter A.Tilsit,Jr.,P.E. Section 104 Design Criteria W ind Loads 6.9 Engineering calculations on 2411,22 Gauge Galvanized Section 1 B•1 Design Load Assumptions Steel Storm Panels for allowable wim pressures. , Appendix prepared Tilteco Inc.,dated J!mw 16.20on,Revised August 15,2000,signed and sealed by Waiter A.11111t, Intematlona!One and Two Family Dwelling Code- Jr.,P.E. 1998 Edition 6.10 rest report on aluminum and poiycal-150-flats pat-Isis In accordance with ASTM E 330, prepared by American Section 108 Alternate Materials and Systems Test Lab of South Florida, dated March 11, 1998, 'Section 301 Design Criteria signed by Keith Harker. Section 308.5 Glazing-Wind Loads 6.11 • Engineering calculations on Aluminum and Section 603 Metal Polycartxinste Storm Panels for allowable wind pressures, prepared by Tilteco Inc., dated June i6, 8. COMMITTEE FINDINGS 2000,Revised August 16.2000.signed and sealed by Walter A.'"111,111,Jr.,P.E. Tho Commlftse on Evaluation In raw of the data submitted 6.12 Comparative analysis between„Stasi Storm Panels, finds that, In their opinion, the Bertha Storm Panels as Aluminum Storm Panels, and Cfear/Aluminum Storm described in this report conform with or are suitable alternates Panel Systems, prepared byTiNeco Inc.. 18 pages, to that specified In the Standard$uilarng Code, the SSCa;I dated September 8,2000,sued and seated by Walter Standard for Hurricane Resistant Residential Con3trUCdOnO A.TUBI Jr.,P.E. 6.13 Manufacturer's specifications,and installation drawings: S$TD 10.and the international One and Two Family DW61"ing 10• IDENTIP/CAT1f3N Code or Supplements thereto. Each Eastern Metal Supply Storm Panel covered by this report 9. LIMITATIONS shall be labeled with the manufacturer's name and/or trademark, the SBCCI Public Safety Testing and Evaluation 9,1 Wood to wf5iche ataei para.,systamm:rte--trached shag Services Inc, seal or initials (SBCCI PST & ESQ, and the be a minimum of No. 2 Souther Pine with a minimum number of this report for field Identification. specific gravity of 0.55. 1 _1_j 1 e:ars:•a w��we,..t;;,;, The panels sling also un labalou•n aicCol 9.2 The structural elements supporting the shutters shall be 102 of SSTD 12. r designed for the wind ioads shown on the drawings. The calculations shag be submitted to the building 11, PERIOD OF ISSUANCE official when,applying for a permit. The calculations shall be signed, �s --lad, and :ate by a tag!--tared SEE CURRENT Cwr`c`t PST a ESi EVALUATION REPORT professional engineer when required by the Coda. LISTIf!G FOR sn TUS OF THIS EVALU.A-TION REPORT, 0.3 ITW Tapcon fasteners shall be Installed in concrete with For infornaWA Of,Mis repo+:s Contact a minimum compressive strength of 3000 psi and Woods McRoy,P.E. hollow CMU with a minimum i of 1200 psi.(SBCCI PST 205/599-9800 &ESt#9759) l iv• Dr auv,4 O . be a e wav Jo r..•. Installed in concrete with a minimum compressive strength of 3500 psi or medium weight hollow CM%, �r AUT Fasteners in CMU shag be carbon steel.(SeBCCi PS;FIMAL i1L1 US%r ESI 69570) Tru-Fast CF Top Grip fasteners shall be Installed in concrete with a minimum compressive strength of 3200 PSI and 11"11111 CMU *fth a m1ro rrom f of 25M ost. (SBCCI PST&ESI 1f98$07A) Powers Caulk-In fasteners shall be insWied I 1 concrete with a minimum compressive strength of 3810 psi and hollow CMU with a minimum 17 of 3235 psi. (SBCCI PST&ESI 09944) Powers �ai1a:. `:a,!!=!n f�.sisrters shall be InRtalieEf M concrete with a minimum compressive strength at 4000 psi and hollow CMU with a minimum r of 3235 psi. (SBCCI PST&ESI 1199410 Elco PanslMate fasteners shall be installed in concrete with a minimum compressive strength of 3350 psi and hollow CMU with a minimum f of 2000 psi. SBCCI PUBLIC SAFETY TESTING AND EVALUATION SERVICSS7 cucacn nnn"':ontdair Road, Suite Ai R1rntlt3gJ em,d12bame '31571 erg and Zoning �Wwwww.itbccles.org . I a Participating Member of the NES,Inc. Evaluation Reports are the opinion of the Committee on Evaluation,based on the findings,and do not constitute or imply an approval or acceptance by any local community. The Committee,in review of the data submitted,finds that In their opinion the product,material,system,or method of construction specifically Identified In this report conforms with or is a suitable alternate to that specified in the Standard and Intsrnational Codes, aijaj€C TO THE LOW,ATIONS iN THIS REPORT. The Committew an evaluation has reviewed the data 3. USES submitted for comp.".ance with the StendsM Du!!dIng CodeQ the SRCCi Standard for Hunrleans Rssishnt Bertha Storm Panels are used to protect glazed openings and Freaidenflsi Coiisllticuvih'r SSi7i dnQrways from winciborme debris. One and Two Family Dwelling Code and submits to the 4. DESCRIPTION Building Official or other authority having Jurisdiction the following report.The Committee on Evaluation.SBCCi PST 41 Berths Storm?anal S ESI end Its staff are not responsible for any errors or emissions to any documents; calculations, drawings, 4.1.1 Bertha 24 Gauge Galvanized Steel Storm Panels are specifications,tests or summaries prepared and submitted 0.026 inch(0.7 mm)thick corrugated steel sections conforming by the design professional or preperer of record that aro with ASTM A 553 SQ Grade 40 with a minimum yield strength listed in the Substantiating Date Section of JN6 report. of 40 kel(276 MPs)and galvanized under ASTM G 60.The full Portions of this report were previously Included in SBCCi panels are 15.119 inches(384 mm)wide and 2.25 inches(57 PST 4,est Evaluation Reports#2047 and 92145, rant) deep. Pastels are 4v--dap,—d for unlimited width Copyrighted A 2002 SBCCI PST&ESi openings.They are mounted directly to the etructure or by the use of mounting extrusions. Exhuslons for mounting panels REPORT NO.: 22 i i are 130633-i 8 aluminum $iwy. Mounting axlz:slor'a era ':t' header,'U'Header,3"Maximum IU*Build Out,3"Angle Build EXPIRES: See current SBCCI PST&ESI EVALUATION Out Bracket, B.O. 'F"Track, Reversed"F"Angle Trade,IF REPORT LISTING _ Track Angie, Studded Angie, and Angle. The maximum p n allowable span is 8'-11'(2.7 m)and the maximum allowable ChTE33fiY: DOOtis MID. 11INDO4lr6�b� p.��l:�y bad Is +6rs, -70 n9l (+.9.1, -S. kPa) when the system is attached to wood. See Table 1 of thin report for allowable SUBMITTED BY: spans and loads when the system Is attached to concrete or e._/NM 1% comrste mason urft,Yr,v�. EASTERN METAL SUPPLY,INC. 366 23rd AVENUE SOUTH 4.1.2 Bertha 22 Gauge Galvanised Stasi Storm Panels ars LAKE WORTH,FLORIDA 33461 the some as the 24 as Steel panels described in Section 4.1.1 above except the material thickness Is 0.030 inch (0.8 mm). t. PRODUCT TRADE NAME The maximum allowable span is 10'- W (3.0 m) and the maximum allowable load is+80,.65 pat(+2.9.-3.1 kPa)when 1.1 Bertha 24 Gauge Galvanized Steel Storm Panels the system is attached to wood. See Table 1 of thte report for 1.2 Bertha 22 Gauge Galvanized Steel storm Panels allowable spans and loads when the system Is attached to 1.3 Bertha 20 Gauge Galvanized Steel Storm Panels concrete or concrete masonry units(CMCJ). 1.4 0.050'Bertha Aluminum Storm Panels 4.1.3 8ertfha 20 Gaugs Gal:nizad Sten:Stan:Pm.ele are, 1.5 Bertha Clear Polycadmats Panels 1.6 Clear Bertha Panel the same as the 24 Ga Steel panels described In Section 4.1.1 1.7 0.040'Solid Bertha Aluminum Panel above except the material thickness Is 0.038 inch(0.9 mm). 1.8 0.040"Perforated Bertha Aluminum Panel The maximum allowable span is 10'- 0' (3.0 m) and the maximum allowable load Is+60,-65 paf(+2.9.-3.1 kPa)when ,. SCOPE OF EVALUATIONthe system is attached to wood. See Table 1 of this report for allowable spans and loads when the system Is attached to 2.1 impact Resistance under SSTO.12 concrete or concrete masonry units(CMU). 2.2 Structural-Transverse Wind Loads REPORT NO.2211 .. PAGE i OF 8 4.1.4 0.050"Bertha Aluminum Storm Panel Track_ See Table 5 of this report for allowable toads and maximum spans. The panClas are O.050 Lich(1.3 mm)thick co►t.,9ted ehsr►sinr: n allay sections conforming with 5052-1-132 or 3004-1134 41.8 0.040'Perforated Bertha Aluminum Panel Aluminum Alloy with a minimum yield strength of 23 ksi(159 MPa). The fuii panels are I�.tii)Incfre&(33.1 irlrrij wltje slid Ih60.040" vtluialoupaith ruuntdniurn Parialso arecoiuy+ated 2.25 Inches(57 mm)deep. Panels are overlapped for unlimited aluminum alloy sections conforming with 5052-H32 or 3004- width openings. Extrusions for mounting panels are 6063-T6 H34 Aluminum Alloy with a minimum yield strength of 25 ksl aluminum alloy. Mounting extrusions are "h' header. "U (172 MPa). The full panels are 15.119 Inches(3t14.02 mm) Header,3'Maximum'U'Build Out.3"Angle Build Out Bracket, wide and 2.25 Inches (57.15 mm)deep. Half panels 9.119- B.O. 'F'Track, Reversed 'F"Angie Track, "F'Track Angle. Inches (231.62 mm)wide and 2.25 Inches(57.15 mm)deep Studded Angle. and Angle.The maximum allowable span is 9'- are also available. Panels are overlapped for unlimited width 0" (2.7 m) and the maximum allowable bad Is+65, -70 pal openings. The perforations In the panels only run along the +3.1,-3.4 1,pal, : a^.the s;stor!S is stta!�i±ed to w^!+�!, RAA ralitod corrugations.Therefore,a full panel will have two raised Table 2 of this report for allowable toads. corrugations with perloretions and a hall parcel will have only one raised corrugation with perforations. The perforations are 4.1.5 Bertha ClearPoiycar'oonaia P80*1 0.129 Inches In diameter In rows 0.20 Inches apart and staggered 0.20 Inches fang the corrugation. Extrusions for The panels are 0.060 inch (1.5 mm) thick corrugated clear mounting panels are 6063-T6 aluminum alloy. Mounting polycarbonate sections. The panels are 15.119 Inches(354 extrusions are'h"Header,"U'Header.Build-WI't+"1 is&&r. mm) wide and 2.25 Inches (57 mm) deep. Panels are Angie Build-Out Bracket,Stud Angle,Angle,C-Track,Build-Out fabricated from Sheffield Plastic's HYZ00(SSCCI PST&ESI 'F"Track,Or Track.Reverse.F.Angle-Track and OP Angle- 95e410. The Bertha Clear Polycarbonate Panel is used In Track. See Table 6 of this report for allowable loads and conjunction with the 0.050" Bertha Aluminum Storm Panels. maximum spans. On:i ono pclyaa.Comte psnel w r rrr*.ittsd f0f each set of three panels A minimum of one aluminum panel Is required to be 4.Z Large 14ltisella impact Resistance under SSTf]i2 Installed Immediately adjacent to each side of the polycarbonate panel. A minkr'iurri of two aluminum panals shall Thu Bertha Storm Panels were teted for large missile Impact separate polycarbonate panels. The mounting extrusions are resistance under SSTR 12.The panels testes!pa'ised the Targe the same as noted in &action 4.1.4 above. The maximum missile Impact test. The panels listed in this report may be allowable span Is 6'-4- (1.9 m) and the maximum allowable used to protect glazsd:h.s:.:.a::and !ro..__dbor"•e bad Is +65, -70 psf (+3.1. -3.4 kPa)when the system is debris, attached to wood. See Table 3 of this report for allowable 4.3 Wind Loads loads. p�►ppt 4.1.6 Clear 0. 12 Pani UL 6 The Bertha Panels were designed for wind pressures. Allowable traneveme wind loads are given in Tables 1 through Clear Bertha Panels are made of General Electric Co. UV 6 of this report.The pane��l,s;.{have been designed as non-porous SSTDD 12. Rated Lexan 103 PC Fissin sheet 0.003 inch(2.36(110-11)t"A with a 225 inch(57.15 mm)deep corrugated section repeating every 6.0 inches(152.4 mm).The fun panels are 15.12 Inches S. INSTALLATION (394.03 mm)wide and 2.26'Inches (37.15 mm)deep. Hall panels 9.154 Inches (232.51 num)wide and 2.25 Inches(57.15 b.1 Genera) mm) deep are also available. Panels are overlapped for unlimited width openings.They are mounted directly to the wall The manufacturers pushed Installation ktstnxiionsan�68 or by the use of angle or track extrusions. Exdruslons for report shaft be strictly adhered to and a COPY nt iT.VuitiP.0 panels oro .6.0063-T8 al::.rn!n.t:.^.: afty. meunti� i^$t.^,.~'tt�.ene ahsll ho jlyAileNO at all litrl6@ Rill the lob site durino extrusions are Build-Out Bracket, Stud Angle, or Track, installation.The Instructions within this report govem M there Reverse OF"Angle Track,and OF"Angie-Track See Table 4 for are any conflicts between the manufacturer's instructions and Maximum Panel Length. this report. 4.1.7 0.040"Solid Bertha Aluminum Panel 5.2 Allowable Transverse Wind Loads The 0.040" Solid Bertha Aluminum Panels are corrugated The installation of("toners Into concrete or concrete masonry aluminum alloy sections conlomNng with 5052-H32 or 3004- units(CMU)are based on special Inspecflons. See dm 60001 H34 Aluminum Alloy with a minimum yield strength of 25 ken PST A ESi or NES evaluation report on the specific fastener for (172 MPa). The tuft panels are 15.119 inches (384.02 mm) special inspection requirements. wldo and 2.25 Inches (57.15 mm)dip. H-011 parte 9.119 Inches (231.62 mm).wide.and 2.25 inches(57.15 mm)deep When Special inspection is required as noted in this report,the are also available. owner or the registered design professional In responsible charge acting as the owne-1 iii agent 3`ialt amV ung 3r M-Orc Panels are overlapped for unlimited width openings.Extrusions special Inspectors to provide inspection of the construction for mounting panels are 6063-T6 aluminum alloy. Mounting Involved. The spacial i►9pector shall be a registered design extrusions are'h"Header,"U"Header,Build-Out"1J"Header, professional,a SBCCI"Mfled building Inspector.anemployee Angle Build-Out Bracket,Stud Angle,Angie,C-Track.Build-Out of a SBCC1 PST&ESi or N.E.S.Rated quality assurance or 'F'Track,'P Track, Reverse"F'Angla;,Track and"F"Angie- inspection agency, or other third pant qualified person whet demonstrates competence to the satisfaction of the building official. TABLE 1 BERTHA GALVANIZED STEEL STORM PANELS . ALLOWABLE TRANSVERSE WIND LOAD • r ATTACHED TO CONCRETE OR CONCRSTE MASONRY UNITS 24 GAUGE STEEL PANELS' 22 GAUGE STEEL PANELS' 20 GAUGE STEEL PANELS' DESIGN ` Panel Length Panei LonSth Panel Length LOAD Mountings MountingsII Mountings Mountings Mountings Mountings (PSF) Using Not using using Not using iisi�ag Not Using "h"Header "h"Header "h"Header "h"Header "h"Header "h"Header -45,+40 11-0" 71`•v' ii=f)° ii=v_ -50,+45 - i0'-T 10'-T 11%00 11=0' 11'-0' 11'•0' -55,X50 10'-it 10'-4" 111-00 IW-4' i0'-6" 8'-11 11.0 -80.+75 T-a` 8'-3' 7--9' 91-91 T.g' 101-lit* Si:1 in=25.4 mm,t It=0.3 m,1 pal 48 Pn „_ 1 Refer to engineering drawing 98-11 for the Anchor i uies a d.instaiaiivn vwu$v • 2 Panel Length shall be reduced to 10'-2”when using the'r Track Angie. 'GABLE 2 TABLE 4 BERTHA ALUMINUM STORM PANELS CLEAR BERTHA PANELS ALLOWABLE TRANSVERSE iiriivu LOAD , aLLv r ADLC 3RA:SV EI:SE a",IND LOAD ATTACHED TO CONCRETE DESIGN MAXIMUM PANEL OR CONCRETE MASONRY UNITS LOAD LENGTH' PANEL LENGTH (PSF DESIGN +28.-28 10'w LOAD Mountings Using Mountings Not (PSF) "h"Header Using"h"Header +28.-30 -40,+35 13'-0' 13'-0" +30.-35 -45,+40 12'- 11• 12'-11' +35,-40 n,-4- -50,+45 12'-2" 12'-2" +,W.-45 .65,+50 1 V-4' IV-7' +46,-60 T-6" +55 10'-4' 111-00 +50,-55 T-2' -65,+60 9'-7*. 10'-T -7 v.;�`, g'-11■ 10.2 -75.+70 J:��3- 9'-9" +60.-65 V-7' -80,+76 T-9' 9'-6' RL U111, +85,-70 SI:1 In=25.4 mm, 1 It=0.3 m,1 psf m 48 Pa +70.-75 5'-10' Refer to engineering drawing 98-04 for the Anchor Schedules +75,-80 5'-6' a:d i^-tsliatio.^.details. +80.-as 6'-2' +85,-90 4'-11' TAoLEs BERTHA ALUMINUM A POLYCARBONATE +90,-96 4'-8' STORM PANELS . ALLOWABLE TRANSVERSE WIND LOAD +96,-100 4-6 ATTACHED TO CONCRETE 4'-2' OR i.VNCrRETIE MASONRY UNITS PANEL LENGTH +106,410 V-0- DESIGN ..�. Si:1 in a 26.4 mm,i ft.•0.3 m,i pcf s 48 Pa LOAD Mountings Using Mountings Not (PSF) "h"Header Using"h"Header Rrmlerto arginea ing d. -$0'•-LA3'•for the Ar ehor Schack es -30.+25 6'-11' 91-9" and installation details. -35.+30 is T �`0- -40,+35 6'-3` 6.5' -45,+40 7'- 11' .So.-45 ?'-8` 7'-6" -65,+50 7'-0' 7'-0" -80.+66 61-10" 6'-10' -65.+60 6'-T 6'-T -70,+6S 6'-4" 6.4' .75,+70 6'-2" 6'-2" -80.+7.5 6'-0' 6'-0' SI:1 In=25.4 mm,1 ft•0.3 m, 1 PSI=48 Pa Refer to engineering drawing 9e-34 for"Anchor ScheddgAes and installation details. TABLE 5 .040 INCH THICK SOLID-BERTHA ALUMINUM PANEL ALLOWABLE TRANSVERSE WIND LOAD MAXIMUM PANEL LENGTH' ! Ail Concrete and Direct. Mount& 3 inch Build Out Brick Veneer Over I Wood Mounting$ Full Length interiorly Bracket and&with Concrete.Concrete DESIGN Except for The 3 Removable Parcel Partial Interiorly Block and Wood LOAD Case In the Mounted lin A'h' Removable Panel lPSF Adjacent Columns Header Inch Track B.O. .� ::um_":s (Section Numbers � Section I�iurnber 12� (Section Numbiir 13)' 1,3,4,6,7,8&& 2.5&9 , +25.-2504 12'-0" 10'-9' +25.-30 12'-0• 11g.'8• 10'-S" 9=i 1" g'-8" +30,-35 11''1• . +36.40 1 10=5 8'-10' -4• c-� +40,-45 8'-10' 8'-6' +45,-50 9'-4' 8'-10" 8'-4' IVIA +50,-55 7'-7' WA +65,-60 s'S Lig %tet ..�. 7,.g• 7'-4' N/A T-5' 7. 7'-5' -0. WA +65,-70 +70.-75 6'-6" WA +76,-80 6'6. WA 6'-i' 6'-1• +80,-85 V-16 wvA +85,-90 5=9' 5'-s" N/A 5._2. WA +100, 05 4'11 4•_t1. • WA a'-11 -1 +105.410 +110,-115 4'-6' 4'-6' 4'-6' WA +115,-120 4=4` 4'-4' 4'-4' WA +120.4251 4'-2. +125,430 4'-0' 4'-0' 4*-0• WA SC i in=25.4 mm, 1 tt=v.3 m,1 pst-a 45 Pa 1. Reier to engineering drawing 00-410 for the Anciwr Schedules and inbtana«vn detags. •...I VII 1 _��_._...._.... . TABLE 6 0.040 INCH THICK PERFORATED BERTHA ALUMINUM PANEL ..A Iw..•...wR.'►►un LOAD D ALLOWABLE TR#'WavERSEE n►►'v .. MAXIMUM PANEL LENGTH' All Concrete and Full Length 3 Inch Build Out i Brick Veneer wont Mountings 3 Inch Build Out Interiorly Bracket and Over Concrete, DESIGN i Except for The 3 i 9reeket and A ! Fiemovehlo Panel with Partial Concrete Block LOAD Case M the I Mounted On A`U' Interioriy and Wood IDCCI ttsa�c:and Peine k+te carnet �• "'! Adjacent Columns iA 2'x 5`Studded i i (Section Numbers (Section No.e)' v6.11•' ; tia--•,e.,=p [Section No.13Y 2,4,5,7,6,9&10)' (Section 12'-0` 12'-0- 12'-0" 11'-8' 8'6• +25,-30 11'-5' 10'-11` 12'-0' 10'-9' 8'-6' +30.-35 10'-6' . 10'-2" 11'-1' g-11' 8''6• �zv" 1n1-5' W-4* 8.�. +35.-40 $-1 u +40.45 9'-4' +45,-50 8'-t0' 8'-6' 9'-4. 9'-4• 8'-6" L+60, 0.-55 8'-5'. a'-i' 0-1w T_i1• NIA 7-9' 8_6p.7• NIA -65 T-9' r n7i5' 8'-0" WA -+05.-70 71r.20 T.6a �.. 6'-11" 6'-11• 6'-11' 6'-9' WA +l V,-►v +76.-80 6'-6' 6'-6` 6'-6' 6'-6" NIA 6�_1• 6'-1" 6'_1. 6•.1• N/1%+80,-85 +85,-90 51-685.6• 5'-6' +90,-95 5. 6�'6� NIA +95,-100 6'-2" 5'-2` 5'-2' W-20 WA +100.-105 4'-11' ya 1• �'a11• w4 i• WA +105,410 4'-9" 4'.Et2 -9' 4'-9' WA +110,-116 4'-6" 4'- '-6" WA :'IM +115,-120 4'-4' 4'-4" 4'-4' 4 w' +120,-125 4'-2' 4''2" 4'-2' 4'-2" WA +125,430 1 4'-0' 4,-0. 4'.0- 4'_0' NIA SI:t in x 25.4 mm.1 1t a 0.3 m,t pet 46 Pa 1. Rale:to or a►ey;,t:o"I f)for the Arwhor Schedules and Installation details. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826—FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24581 Address: 1730 PARK TERRACE EAST Permit Type: REMODELING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):28 Block: 12 Section: Square'Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 2,000.00 OWNER INFORMATION Date Issued: 8/02/2002 Name: ADAMS, WILLIAM SCOTT Total Fees: 30.00 Address: 1730 PARK TERRACE EAST Amount Paid: 30.00 ATLANTIC BEACH, FLORIDA Date Paid: 8/01/2002 Phone: 904)249-6930 Work Desc:. WINDOW REPLACEMENT OF 10 WINI QW5 CONTRACTORS 7 "'' PPLICATION FEES WHEELER ENTERPRISES { 4' 30.00 Mn .� I�Y . . *rwdw�5�'�' s�'k�. .'...' :;' `I�v�.ak�3r ��';,�+�'" ' r � k ,�� t'S ia�.:•. NOTICE ' " #. A'I1LK: 's N BUILDING MATERIA . k. SPACE, AND MUST BE CLI=ARED ' � �, � � ..la r�'T�'h''�,,r{ `d y, �°'��s J� �.'�,•``�♦y .r^7�ti+in� �i„w;"ter ct+ ��:, sh "FAILURE TO COM 'd HE . PROPERTYOWNER;P fir, w F W .'ter BJECT TO REVOCATION ISSUED ACCORDING TO.APPR .FOR VIOLATION OF APP41CABLE - a rr UK r tj�i a oma: nelan.;. gyps: oc 100M.`2 Me: amm al Nw*ipt U I'7563 Cal I C 1! 10MIS-N1♦ILIING 1 MlNMt3221MR. . ATL.ANTIC.BEACH UILDI PT. 1739 PM TOM EM Q CMIQS 4251. �,®A T>l'I c. trt: Tin: .16:31:71 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 030 V Date9171D -L" Heated Square Footage @ per sq ft = $ Garage/Shed $ N per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ CZ 0 9,Eco-(9 (S,• $ 1 S. Total Vabaation 1st $ !©�='• _ 06 Remaining Value $; per thousand or portion thereof TOTAL BUILDING FEE $ } 60 + 1/2 Filing Fee $ /(9. ( ) Fireplaces @ $15. 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT. $ SEWER TAP $ ( )RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ ` FO C GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CU/Ou-(dJkeeQ A A Division of -- -� Wheeler Enterprises ��. "1,.: CBC 1250104 ��. New Construction, Repair, Renovation, Restoration ' is1 WedgCor SteelBuilding Systems T MARSHALL CARDIN JACK WHEELER 725-2019 786-7023 6`a -- ----- 465-5042 City of Atlantic Beach • 800 Seminole Road •Atlantic Beach,Florida32233-5445 Phone:.(904)247-5800 • FAX(904) 247-5845 •htto://wv^v/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS,SKYLIGHTS AND GARAGE DOORS OF SINGLE-FAMILY OR TWO-FAlYULY (DUPLE) ) CONSTRUCTION Date Address where work is to be performed 17,5c) Applicant_ �%U/ �� r� 7 ��, �Ll �✓ Address /7-7c) Phone: IvG- (Yl61\` 1r%c No. 13q Legal Description: Block Number I 'Iot Number P2 0 Zoning District Contractor P ,��CP�f State License Number 45�6G /LJ / Address ��-�f.� � x Phone City State / Zip Fax Describe Prop ed Use a Work to be Done Present Use of Land or Building s)' Valuation of Proposed Construction ---� Building Mean Roof Height (ft) Building width_(ft) . Building Length (ft) Roof Slope *Window Elev. (ft) Window Height (ft) Window Width (ft) .Measurement from comer of building to window. (ft) h 5 g *Window Eley.From Grade _ k p. 2 ' 1 r 1 .• r il '� City of Atlantic Beach • 300 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone- (904)247-5800 •FAX(904)247-5345 -hccp:!/wwtiv/ci.atlsntic-beach.fl.us PERNQT APPLICATTON FOR UPLACEry[Urr OF WINDOWS,SKYLIGHTS AND GARAGE DOORS OF SINGLE-FAXI:LY OR Two-FAiMILY(DUPLE?) CONSTRUCTION Date A' — d Address where work is to be performed f/a r: A' j /�-r'.-c'•¢r'�-_ `¢ Applicant Address Phone: 2 / Legal Description: Block Number ''Lot Number Zoning District f Contractor ��lF'�/ ,� �.t '..l .Cc-'.,( State Liecrise Number Address,l ; / � ...,�► .�7` ,r- ��` Phone ���'?- City State/L_Zip Fax Dcscribe Prop cd Use Wor to be Done 4j ` Cjb Present Use of Land or Building(s) Valuation of Proposed Construction --- -- j' Building�� Mean Roof Height (ft) Building wift - ft) Building Length �j (ft) Roof Slope -d— l 1-- 'Windo�B v._V_(A) Window Heigh Window Width t—1' (ft) Measurement from corner of building to Wiotdow S O d Q a r S g "Window EIev.from Grade �o FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS Wind Velocity(mph) 120 Prepared By Importance Factor 1.00 Client Name John Doe Exposure Category B STRUCTURES Job Description TTest�Project Internal Pressure Coefficient 44.0.18 INTERNATIONAL,LLC Mean Roof Height(ft) 20 Building Width(ft) 40 Building Length(ft) 60 Roof Slope (x:12) 3 Job Number 25999 OPENING OPENING LOCATION OPENING OPENING EFFECTIVE MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEV. ft HEIGHT ftWIDTH(ft) AREA(AREA(sn PRESSURE PRESSURE 1 SINGLE Hung 5 4:9 5.75 4.2 24.2 21.7 -28.2 2 SINGLE Hung 5 5.2 6.2 3.219.8 22.0 -28.8 3 SINGLE Hung 5 5.2 6.2 3.2> 19.8 22.0 -28.8 4 SINGLE'Huno 5 5.2 6.2 3.2 19.8 22.0 -28.8 5 SINGCE Hung 5 5.2 6.2 3.2 19.8 22.0 -28.8 6 SINGLE Hung 5 5.2 5.9 4.2'' 24.8 21.7 -28.2 7 SINGLE'Hung 5 51 3 3 9.0 23.1 30.9 8 SINGLE Hung 5 52 3 3 9.0 23.1 30.9 9 SINGLE'Hu 5 52 2 3 1 6.0 23.1 30.9 10 SINGLE Hung 5 5.2 5 3.7 18.5 22.1 -29.0 Width of Edge Strip(a)in feet= 4 3 h 51 O 4 a I Y FBC_Openings.xls Copyright 2002,Structures International,LLC 8/2/2002 00/02/2002 09:33 CAMERON ASHLEY JAX 2475805 NO.334 D02 -1 O � n m rr m r 6� A C T1 c C ❑ ❑ ❑ = n 0 m W Zm = v > wW w In z w � c � m 9 C sss m A = y, r � - O .� 0c m i i A 0 z s MIAMI-DAD 'FLAG COLINTY. MORMA MtAMI•DADE ME:TRO-I)ADE FLAGf.LR BUILDING nU11,1)nNC, C(Mr, ME t n)WV.1)1 I i.A61.11(S I'Rlil:r,SUITi•: 1603 X•IIAMI.I-LORIDA 131-10-156,35 PRODUCT CONTROL: NOTICE OF ACCf.P"irrA�t .O V E D (�I}s);7s zoos FAX(.103)3-73 zoos ,,, . ANTIC BEACH PGT industries BUILDING OFFICE ('ON-1-11M:10141.10-ASIM;Sl:( VIO.N 1070 Technolog Drive (305)375-25Z7 PAX(31}5)375.25;s Nokoniis ,hL 34275N AUG 02 2QQ2�rr�:�c:'rc►te};vriirt(t:�r(:�r nrl tsrc►� (303075-21966 FAX(305)375.2%)) By. L, �-� �t G --, �, t.ONT1�01.n1visla's (30a)375-2i>t12 FAX(305)372.6331) Your application for Notice of Acceptance (NOA)of: Series "SII-4000" Aluminum Single Ilung WinrloW under Chapter 8 of the Code of Miami-Dade County governing the: use of Alternate Materials and'l'ypas of Construction, and completely described herein,has been recommended for accertance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after file expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for duality control testing. If this product or material fails to perform in the approved manner, 13CC0 may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of-such testing will be incurred by the manufacturer. ACCITTANCE NO.: 01-0516.10 EXI'lI2ES: 09/30/2006 Raul Rodri_;►wz Chief 1'roduct Control Division T111S IS Tll1: COVERSIIET;T,SI;T AiMITIONAI, PAGi:S FOR SpI7.0 FIC ANi)G.M:It L CONDITIONS BUILDING CODF:& 11111MUUCT RiMEW COMMiTTi:F: This application fdr Product Approval has been rcvic\vcd by the BCCO and approved by the Building Code and Product Review Committee to be used in Mianii-Dade County, Florida under the conditions set forth above. Frrtncisr;o.1. Qtlinfana, R.f1. 1)1rcct"r Mian+i-Dade County APPROVED: 09/30/2001 Huildilig Code Cornplirrrrce Office P.s04500011pcMollremplaeeslnoore acrerlranre cover p-1ge inr internet mail address: postm:ester(u7buiidingcodeonline.com 1 Nontepage: http://iv wv.huiidino,cudconlinr.curn sh4000nonm PGT Industries ACCEPTANCE No.: 01-0516.10 APPROVE?D September 30, 2001 EXPIRES Semember 30, 2006 NOTICE OF ACCEPTANCE', ; SPECIFIC CONDITIONS 1. SCOPE 1.1 "Chis approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SF-13C), 1994 Edition for Miami-Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCTDESCRIPTION 2.1 The Series "SH-4000" Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No 2136, titled "Aluminum Single Hung Window" Sheets 1 through 8 of 8 dated 04/18/01 and last revised on 08-31-2001, signed and sealed by Robert L. Clark, P.E., bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division, These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in app-ovcd drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will reguire a hurricane protection system 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Ptuduca Contrul Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Sec,:ion 2 of this Notice of Acceptance, clearly marked to show the cumpunents selected for the proposed installation. _ 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Ishaq 1, Chanda, P, , Product Control Examiner Product Control Di vision 2 sh4000no.max PGT industries ACCEPTANCE No.: 01-0516.10 APPROVED Sentcntber 30, 2001 EXPIRES September 30, 2006 NOTICE OF ACCEP'T'ANCE:: S'T'ANDARD CONIDITIONS 1. Renewal of this Acceptance (approval) shall be considered atter a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the ma(lufacturer's name, city, state, and the following statement: "Miami-Dade County Product Control Apr roved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evahratinn of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is nn longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically he cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fel:) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance--; a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sale:;, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Mianli-Dade COnrnty, Florida, arid followed by the expiration date may be displayed in advertising literatulc. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and Littler documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. failure to comply with any section of this Acceptance shall be cause for termination arid removal of` Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3, Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Div cion END OF THIS ACCE IvrANO.- 3 sh4000no.max xew ou000" x I 1 ----- -- ---- — mi- X J X m rJ NJ c N N 0 D � � — ' 7r a� 'nom �+ rn r m - z� vi cb A Nm N D X ° bZ wIn R $' !� -i Cdr v nc X m < r < J m 2 �� ti C D ✓7 In � Rxo g Q N T,�p rTl C �.Tl b (n 7 R nn (14 ..a i cr)-Oyi N Lit o� XUUJ Ou000tA45 li 11 i. � It AKCVDR�' RMUIRIM�Nl Ix Ix x TA --4 CS Ni r m 2 22 i2 09 z F-j ro Z 071 go Z- Iz 8888$888= ' z tg 10 I. 9999:98- 6 t M *4 r Ln 41 a CO 1�0 Cn t z t t I ws- uew ou000VO II i D X c7 N x M n � n --- N r• �� N O ) N n o rte-' r• K G)A c7 Y x. = T Orn �m O rr 7 rl C) z rY, Jjrn � 00 L7 i n C ^ O Twp 7Q a u,a u rrn d Z z X o =' rTl D A Z r'l < r- �fT1 m W C rnUC S � 41 r1l c� O o w' rrr- cr ~ - D k J V c ITJ I - CU 0 OR Ro )(RW OU000p4s t,. 'Jo>. 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V) r- _ W - > y x ca�cn w sU uu Q S Q 1fl U) l ( to �[ Ln Y- t„_,� x z o m Ln CO a a W 7 Z Jz r z J w 7 W a Lu°- w CD >O .—_...__.._..... x - --- — C.7 CN CD uj �Q Q � D of N w / J ly X x (i 5 sh4000no.mmc MIAMI.DADE 1%IIAN91-RADE COUNTY. FLORIDA _ METRO-RADE FLAGI..ER IWILDING BUILDING CODF:COM11111ANCF:OFI'ICE �Ilfl'IZO-I>:\DI:FI.A(iL1:R ItUI1.D1X(i 1.10%%TST FLAGLI:R S•1'111:1 T.St ll'I'I: 1603 MIAMI.FLORIDA 3.;130-15(.3 PRODUCT CONTROL NOTICE: Or ACC,,,J116E, (305)375.2901 FAX(305)375-2908 PGT Industries CITY Of ATLANTIC BEACH (•t)NTWW.toR I.KTNSING SECUI )N 1070 Technolog Drive BUILDING OFFICE (305)375-2527 VAN 110)375.2555 Nokomis ,FL 34275 AUG 0 2 20Q2 C'ONTRAC1,01t ENFORCEMENT r DIVISION (305)373-2966 I'AX is u5)37$.2908 ( PROD11("I'CONTROI.DIVISION . `� �,, (303)375.2902 FAX(305)372-+331) Your application for Notice of Acceptance (NOA) of- Series fSeries "SI-I-4000" Aluminum Single IIung Window under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and complcicly described herein, has been*recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration (late stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, 13CC0 may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material flails to meet the requirements of the South Florida Building Code. t The expense of such testing will be incurred by the manufacturer. 11-12 //Z-5-0 ACCEPTANCE NO.: 01-0516.10 EXPIRES: 09/30/21106 Raul Rodriguez Chief Product Control INvision T111S IS THE COVERSIIEET,SFE AI)1)I1IONAI, PAGES FOR SPECIFIC ANI) GENI: 1A1, CONI)11I0NS 13UILDING COI)E .0 I1RO1)UCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the 13CCO and approved by tile Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set Forth above. Francisco J. Quintana, R.A. I)ircctor Miami-Dade County APPROVED: 09/30/2001 13uilding Code Complinnce Office t+ \\sO4S0001\pc2000\\templates\notice acceptance cover page.dot Jnternet mail address: postmasternbuildingcodeonJine.com 1lomepa�e: http://►tiww.huihlingcodeonline.com PGT Industries ACCEPTANCE No.: 01-0516.10 APPROVED Sentcmber 30, 2001 i EXPIRES Scotember 30, 2006 NOTICE: OF ACCF,PT kNCF: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami-Dade County, for the locations where 'tile pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "SII-4000" Aluminum Single hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No 2736, titled "Aluminum Single Hung Window" Sheets I through 8 of 8 dated 04/18/01 and last revised on 08-31-2001, signed and sealed by Robert L. Clark, P.E., bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 hurricane protection system (shutters): the installation of this unit will reauirr a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved". G. BUILDING PERMIT REQUIREI`IENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBQ in order to properly evaluate the installation of this system. Ishaq I. C anda, P.E. Product Control Examiner Product Control Division 2 PGT Industries ACCEPTANCE No.: 01-0;16.10 APPROVED September 30, 2001 EXPIRES September 30, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered ager a renewal application bas been (Me(I and the original submitted documentation, including test supporting data, engineering documents, are, no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; (1) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 1 d. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. G. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page /3. k�L%r-� 1 • C� L C%L4 L Ishaq 1. Chanda, P.C. Product Control Examiner Product Control Division END OF TIIIS ACCEPTANCE 3 i i i i ~ u.E."]4�f •(O�N(4(NI WON0140C RCOUNE4[NI Ct f f '• i i:r to Ix to x L F Y c Y Y 9f L a gig � a ` A c m`H a 3 0 I LO N R � o r O 2 � o N ¢ Z co N N a S wI� v4 w — — - : _ S: • *w a w w g p>•!•!11 P' w �" e y ' Ni .� Igx3 v ; elSS� > y c ��xjt � krxg= ;, sc o $ Ln � � � g 7S8oSSa $oaEiS $ 6is i " � _ LA Lo Y C+ vo M V. C co LF 10.0, e L 9 a e 0 n I Y Y� V � O ey r��1 A Z N N Z o \\cl D cp N oo � �v,n � A O 2A 2 rR e' > in Ln E No �zaz N Z ~ A Y=� N tA � � iz m Ln o L.u oV lr ' I v� N ' r N p J N P � '•• ; � �' � � J t+ P D •' � Ly o l • � � ] � Lp pl.� d V J ] N Z N V W N Li i Np Np P � wp ' C • � ] 7 O w N N N P � S S S S O O $ $ 8 8 `�•�� 3 • ■ r O PPP' f P8 "� pwwieAiawwg s� � � 3 � w w w w w • 00V J J J r J J J ee J J V V V i 2n' .. Q ■ A w � b J N� N f M r � Y O N N �• � ^ e_� M N M N _ w ` 3 • � �• P P P $ S O O O O O � w w w O Z �= � ssss • p w w w • s � 3 � • 6SSSS' wE SooE888 � oa � • t � w Y 4 • S O O O V O O O � s ? m � $ ,L � i s ► l � e �" f� S o • e O O w L 0 Z f'l 00 x N x rrl m r � =a m a N r N tD m o +� N N v O r� O D S x XI O< O M Z Z Z m O O W W N �e Ln y N ~ 77� C � H r NNS O to toL4 c c) O D x L4 w� n x a p r Ln Oc ry N Z ~ 0 o ,, vD R _ =- -— O 2 2 Z -- w� Z O " i l x O r- n Z m z So Z O m ��' vi N O a 2z� Z r w cn sYOD Qn Nw rl�4 CN I p o u, Cly N sO (ted QQ [+ D $ k X 0 Ly O ' F' OO OO f �Q A � A xg F IsV 1 f^ f u- M1—J 2 30 -Wind;- � g� b8rne Debris Region section 606.1.5 ASCE 7.98) www•ww '�n mph I.r*bf1(ASCE r sc2 Basic Wind S eatl Section 1606.1 .6" 1)Valuesare M*a► / - in Miles per hour.(rnph at33 feet(10'm)91 weids for lure GCate�ry above gr�urld" �t1tS map15 ac�Ufate tot* fi -. '� • y*. establish county.Loot go C°. 1. 9 PCal lan rkr.such �-borne debris ones riVels.and shorelines major roads,'canals 3)Islands and coastal arm a�tide the fest oontourshaN z ' ' use ;wndVeed contour ofthe � r coastal area :a; 4j Mountainous terrakl gorm oceansPwWwird and be examined for unusual Slandard(ASM �W7cm ev r. 44 FIGURE 1806 STATE OF FLORIDA WIND-BO RNE DEBRIS REGION A BASIC WINDSPEED §1606.1.4 Protection of openings. In windborne debris regions, exterior glazing that receives positive pressure in the lower 60 feet (18.3 m) in buildings shall be assumed to be openings unless such glazing is impact resistant or protected with an impact resistant covering meeting the requirements of SSTD 12, ASTM E 1886 and ASTM E 1996, or Miami-Dade PA 201, 202 and 203 referenced therein as follows: 1. Glazed openings located within 30 feet (9. 1 m) of grade shall meet the requirements of the Large Missile Test. 2. Glazed openings located more than 30 feet (9.1 m) above grade shall meet the provisions of the Small Missile Test. EXCEPTION: Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and maximum panel span of 8 feet (2438 mm) shall be permitted for opening protection in one':- and two-story buildings. Panels shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be designed to resist the components and cladding loads determined in accordance with Table 1606.2B. Attachment in accordance with Table 1606.1.4 is permitted for buildings with mean roof height of 33 feet (10 m) or less where wind speeds do not exceed 130 mph (58 m/s) . CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 ERMIT 1NFt)I�t TION L Tt: ! It=OtIUTAT1011 Permit Number: 23105 Address: 1730 PARK TERRACE EAST Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section:0 Square Feet: Subdivision: SELVA MARINA Est. Value: Parcel Number: Improv. Cost: SER OF -T-110 Date Issued: 12/03/2001 Name CHRINTINA ADAM Total Fees: 41.00 Address: 1730 PARK TERRACE EAST Amount Paid: 41.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 12/03/2001 hone: (904)246-2315 Work Desc: REPLACE HEAT PUMP A �� tw � UCATIOIV'FEES OCEAN STATE HEAT&AIR n agg � « '7tY "t -iv i X"L y! ii`�G➢� �r' ,SE'L � ±C. ROUGH MECH7 NOTICE AN...'. TPINS CTION BUILDING MATERIAL, 8�}�# t f�t01 1' f-�l$ R VIfU$"F'`! T . Et fl BIC SPACE,AND MUST BE CLEARED U� a_ AX-BY EI.T. IETOR OR Fes: "FAILURE TO COMPL ,_. T = TION ,:_ � TIN THE PROPERTY OWNER PAYI " x N ISSUED ACCORDING TO APPROVED IT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISI - I i $41.0314 ATLANTIC BEACH BUILDING DEPT. Date: 12/04/61 81 Receipt: 00'6041. -- _ CHECKS 1684: BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH AT"1110 NUCIt,FLORIDA 31X33 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. FLOCATION C fnaf Addr.u: 'rsecting Streets: Between °.i 5 And y ( dtvlrian II. IDENTIFICATION —To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we here b e with the ettechwd plans and specificafione which are e Y gree to perform said work in eccordane0 of good.prectke listed therein. Parr hereof and in accordance ..ith the City of JaCklenvills ordinances and standards Nerno of Machanicai I Confrecfers Gattaafer IPrint) a r f�_ Matter S Name of � Property O.ne -..-.- . Sign -ef Owner I Or AufhotivSignature of d A Architect or Engineer III. GENERAL NFOR A. Type of Mefinq fuel H. i IS OTHER CONSTRUCTION BEING GONE ON Electric THIS BUILOING OR SITET_ Ad L) ❑ 6u—❑ U ❑ Nefvn( [: Control Utility C; oil I IF YES, GIVE NUMBER OF CONSTRUCTION PERMIT 0 OMOr—Specify IV. MICMAMICAL EQUI►MWT TO It INSTALLW NATURE OF WORK (Provide complete lid of components on beck of this form) I '' Residentlai or Commercial ,$ Most ❑ Spew ❑ Ilecaeed 31 Centres :: Flow j ❑/ Now Building Nr Condrfleaing: [2 Room P, Control 2 Existing Building ❑ Duct System: Meferiet Thkkneas I Replacement of existing system Maximum Capacity New Installation(No system previously Installed) ❑ Itefrigeretion I ❑ Extennlon or add on to existing system ❑ Coaling !a of. Gped}y gam, ❑ Other—Specify ❑ flro sprinklers: Number of heads ❑ Eieveror ❑ Meniif} ❑ 6ulebr (nvmbw) j THIS SPACE PpR pi¢= Uff ONLY ❑ 6eeOlin•Irem}ra (nVmbef) `/�, (�_ d) ❑ Tabs (number) temari:s ❑ LPC contalaers (number) ❑ Unfired peesswre vessel „ iNiten Permit Approved by Dae• ❑ Off-er--specify Permit tea LIST ALL EQUIPMENT AIA CONDITIONING AND REFRIGERATION EQUIPMENT Number Unitas Description XodalNumber Xanutacturrr CAL tY A HEATING • FURNACES, BOILERS, PMEPLACES Number Unitcription X044 Number XanufLcturer, )r a DwsAgency r TANKS NOW X&AT Nominal Capacity �t�ttW Name of Serial Approxi ntnumudoes Xmnutactum No. Amey CITY OF ATL NTIC BEACH ROOFING PERMIT APPLICATION JOB LOCATION: OWNER OF PROPERTY: CONTRACTOR: �„ �� 17 CONTRACTOR'S ADDRESS: aJee, e ZIP: - STATE LICENSE NUMBER:_ _TELEPHONE DESCRIBE WORK TO BE PERFORMED: VALUATION OF PROPOSED CONSTRUCTION �`7Z(—,) MATERIALS TO BE USED: 2S- V SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF g �� NOTARY PUBLIC Pddela Amnnette Liability Insurance Supplied '+ MY COMMISSION N CC553881 EXPIRES August 27,2000 Workers Cempensaticn Insurance Supp1ied0 F4d` BONDEDTHRUTROYFAININSURANCE,INC. Contractor License Information Supplied Occupational License Information Supplied CITE' OF ATLANTIC PEACH APPLICATION FOR SEWER CONNECTION PERMIT N0- _DATE3-2$--7 LOCAT ION '. _. �''=�-' _S TR EET LO'M' NO. 2 8 __ ,—__ FLOCK NO. 12____. SUFDIVISION 4P1��� Marina „Lh► _#R - OWNER : TYPE OF FUILDING RPai Pnce -- ASTER--;P ER INSPECTED FILLED ACCOUNT NO. APPLICATION FOR WATER CUT-IN TO THE CITY OF ATLANTIC BEACH: Application is hereby made for 3/4" tap water cut-in at the following address for on_ units. Cut-In charge of 91.00 Street NO. 1730 Park Terrace - Past-Lot 28 Block 72 Subdivisionq� Ordered by: �. OWNER: Don F Johnson - Mailing Address: DATE: 3-28-73 ACCOUNT NO. M_A_ METER 110. DATE INSTALLrD: 317� DEPARTMENT OF BUILDING 4009 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 3/13/79 Date 19 Valuation$ 8,000 Fee $ 32.00 This permit not valid until above feehas been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that Surf side Pools has permission to build swi stint pool . j K residential w 1 3/14/ 79 Classification ^ne tt It Owned by Robert Turnbull � h 1 Lot 28 Block 12 S�D� Unit 8 kjool House No 1730 Park Terrace According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE ► 0 Building material, rubbish and debris 1 from this work must not be placed in public space, and must be cleared up and hauled away by either contractor or owner. Dill M. Davis Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER FOR OFFICE USE ONLY Date-Z-7 ............................._19 CITY OF ATLANTIC BEACH Permit #:�/ _9....Fee$2)?_<Q ... Valuation $-..._1 ........................ FLORIDA House APPLICATION FOR BUILDING PERMIT ....2�1..... ........................................................................... ............................................................................ 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. VDate ........ ............................................I 19-.e: Owner---- --0.b.�rl....... ------------------------•----------------Address---)9-1Q------f4r!'kk----1cr.!'m<_e_..Telephone Architect-_............................------_----_-_-_----------------------------------------Addres&-.---------------------------------------------------------Telephone No............................. ,S Contractor Builder___ ,��_4.& A i. AL Nt, -------------------Address.a.4.1....JU-_AK......81aha--•-------Telephone No_44V.4_.�4e Lot No_........041--------------------------...Block No.-.-.---bk_-------------Sub Division............W'*.........0----------------------------------------Zone........... --------------.......------------------------------------Street.------------------....-.-Side Between.- ------. ---------------------------------and......................................................Sts. Valuation $.-..5_t-0_00------------For what purpose will building be used. fa?e_\ ...................Type of construction----f ___----------_ Dimensions of Building--------------------------------------Dimensions of Lot---------...........------------------_-----------Size of Footings--•----------------------------------- Size ootings------------------_..................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---.-.-..-.,................................I Greatest Span............................................ pt Size of Floor Joists_------------------------------•-----•---., Distance on Centers_..... --. _..........------------------- Greatest Span............................................ PP Size of Rafters--------------------_------------_-- ------------ Distance on Centers. . ................................. Greatest Span---......_..----------------------- IF This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from t-V lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. MAR 9, 1979 Inspections required. 1. When steel is in place and ready to pour footing' rA 2. When steel is in place and ready to pour columns and/oAQ.0-F ATLANTIC BEACH Z' Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given f d ing +,he work as described in the above statement, we hereby agree to perform said work in accordance wi�, e -Iat d ims, which are a part hereof, and in accordance with the building regulations of the City 9 pook Signature of Builder-------- ... . ..--• ............... .... ....... .... Address....... ...... �6)C L k vcte d- .................................................... Signature of Owner----- .... ............................ ...... Address..................------........ JFPPROVE r1,r. mltt� , NES TO BUILDER': axe PADRE O lJE"PLY AYM/ ilECKIN4 WHERE CEILING JOUST FRAME AT RIGHT ANGLES To _Mll�lii:. cO�lrltEs tX! RAFT211tS '�..'� RAI`T9RS PROVIDE 2X4 TIEa3 410 .E. FOR FOUR t -!S' LT JOIST SAYS. PROVIOR 11CLIO BRIDGING UNDER. WHEN TRUSS DET IS ATTACHED,DELETE INFORM ••,' r NATION RELATING TO CONVENTIONAL ROOF FRAMING. ROOF BRACING MAX.C. 46' C. SECURE 1 S4 # EACH CELL FROM FOOTING THRU PLATE AND FILL CELT. WITH CONCRETE INSULATION": 2XE C.J. I6/Cs.*I INT: HEADERS 4X8 2X8 RAFTERS UNLERWIESS SSSE rEDPLANS. tr STOR M.AMC** NSUL ATION I EA• R IFTER ........ .,. .. ........ 2X4 C.J. .» �.j 16` C. .19 a ,74 ............. 2X4 P.T. PLATE WITH VrX IS' BOLTS 72'C.IN POURED B'LINTA'L BLK. ( jIp WITH 2 0 3 • CONT. � PRECAST HEAPj$ 1X2 RT. FIRRING INT. FINISH O)' MAS. WALL 2X4 STUDS If*C. EXT. WOOD SIDING 1/2' BOLTS 72'C. 4"CONC.SLAB THRU 2X4 P.T. SHOE '*IO GXG W.M.- y ON VAP. BAR. HEADER e^M�ARTH CLEAN SAND FILL •X 14 CONC. FTG. ~� O UNDO RBED SOIL_.�� 0. SECTION: FLOOR SLAB !I T.2X4 SHOE FRAME WALL i@1 UTILITY RM. YAP. BAR.-- 1111Xl6 CONC. FTS. UNDISTURBED SOIL _ A 24 4 i CONT. 2X4 STUDS i4"CJ,AF EXT, WD. SIDING_ S" MAS. WALL SECTION INT. FINISH I/2" INSL. BD. WITH RIDGE SECTION SEARING FOOTING MET. FLASHINGCALKING BRICK ROLOCK t, I i I fdV N�NM INM N -NM-t INM NiNNINI rZ4 ;400 Cr�:j O_! C" oc pq 00 CQ' O 00 OO OO OO OO OOOO IOO [ `OO NtO 0_0 (14 M# CY)�M M NiN NiM;M MiMNr � �r N - O N N -1 • M d x E-a o0f Oi d' o0 00,o0!t-I 00 00 00,O t 00 d- d0 0 O k d . H I 0 CH .K: cd t�D t� U W N�r-�i Ni, O T O O oo (71II�t--�cn 't M H +� a) a 00 't tjd-� U E-A P-+ � ' 1 M M M ml NIN N N N N U = � z - - - � N ! it Cd 't • O •rI k N N•M, z `I W H ' -I -4- -i i - - d U? 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M Lfl! 4j1 5., -14 n°v"ea<vF t�aa�� r r•I I' .° i C.� ««�izr 7L 0000 F'' 4.w "gd cn rnrA _ _ eD Fq A«•O« �ij NO Ae5.« Io .« r0-0 a) w,0 1 1 _ d 1"arum •.°9m7w�4mogMq" • I •q U w OmN Q M M m o A 4 N N 00 1"1 a) W l if 1f a) N l!1 ; �• � V./ t Y F Vl..C o a ti ✓ Y q �y1 Cf) crj U) U1 0r,^`fr f^es'`! t^1.ai�, tta) > H •i A A!� A A AIS A .� Q�"�;°�d dy."� *» 1--1 r4 H, Q) Q)I '- r-��-• N N NiN >>//�-� �/� �ry /I� Y• O dZ py y M 4 a Vl V<I VL � '' W r � •u) 4+may A.yP.°i •� � ``'' m� r OC PO gYYf.•+ ' n m Y w P Y Em M y•.»A O 1 _ ! 90•r ti 00 e_V_b�" D Cq 00 00 0000 0000 `���E d d' O o d yd: to �� � ^ Pot a iCw«O « w^ �M � •' M V q r M a y a°• A tl NNNN000 a) U " Z ' N tr�w oawq��O4 >SM M M!N t^ L. k � � C + N C^ w°mtl �. Cd P-iaCL FH E-+ O O 00 O 00 O r= P -r{ i i� d CT 00 MN x = i f~ $tpy'oa• op ad ys N N N N NiN +� a _- L d. N alwq.c"n.e wt"r�rw N -4Z O -H a) 0000 00:�'I00 Cd ir, U1 w >~ I N'r-iso 11 .- M I •ri N O U F1 N O O I - �- A a) x H M M 1iJ ! I O� 00 �� z �t s CU e- .- N N a) r1 k N U2 �3-- W 0 0 r Z �-- 40 25 T OF gU1l..D1N_G PERMIT Nom• pEPARtM�N TIC BEACH.F1-'R1D CITv OF AT,AN PE 'M,T To BUILD UST BE POSTED ON SOB THIS PERMIT M 44 2 is Date eaa 500.90 Fee tt Las been paid to City Treasurer. and is ValuatlOII Y w until abovs {t0 revisions of L it of valid of aPYlieable Y Tbis Perm n violation sublet to invocation for TU y P.4>s4+Yt. i This is to certify tha # 4 has PeTmissiou to buil reside► tial ne icado �yull �D----- Classif' Robett Owned b9 Bloc Terrace �t I.o � 7 30 park permit FORMS art of this P CONCRETE IN gouse,No which are p NOTICE—ALL MUST BE to approved Plans AND FOOTINGS O-Up Ageor&ui SPECTED BEFORE p '= PERMIT VOIDS OMONTES F ISSUE AFTER DATE and debris 'n rubbish laced is A Building ma�ri Must not be P ed UP ------ Zthis r f nblic space and mIIBetithdr elmac _---� ear _W and hauled away by . or owner.. 1� � tE gillY°` 13nildinLoffi �t iww �uJt CONTRACTOR pERM1T DATE FOR OFFICE NUMBER USE ONLY pLUMBING ELECTRICAL -�---� SEWER TER �< t'AILURE To COMpLy WITH THE MECHANIC'S Date ..... LIEN LAW CAN RE'SUT I T 9-+ Permit # ....44R RMY _yl'� S QFee$... :.� ... Valuation $.... ..©.. ---•--•............... IMPROV FLORIDA FLORIDA House #2.70......__ APPLICATION FOR BUILDING PERMIT ..x . Y'.. � ......................... 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.----..... -�.................................................. 19.7q . Owner-----R.6-i.1 -_W -uAd --------._-•-------------------Address....run...PA!. ....;1A! � -•----Telephone No..:'YT-YV7Z Architect.------•-•-•-----------------------------------------------------------------------------------Address...........................................................Telephone No............................. Contractor Builder-- ..AS - !2 V ------------_-•---_-----Address............................................................Telephone No-------- ----- ----.. LotNo...................................................Block No--------------------------------Sub Division----------------------------------------------------.-------•-•-------•-------Zone...------........ --------------••-•----••--••---•-----------•-•--•----------Street------------ Side Between....................................................and------------------------------------------------------Stts. Valuation $..A 9_..qP........;For what purpose will b�i�be used_IAM��_P*!�!"'�-_Type of construction-.w -K.4k V-----___ 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............................................ " Size of Floor Joists.-------....................................-, Distance on Centers----•--•-- -----------..................... Greatest Span............................................ " Size of Rafters....................... ------------_--......... Distance on Centers-------- -------.......................... Greatest Span............................................ " 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 x 3. When steel is in place and ready to pour beam. "� ►� 4. When framing is completed. o 5. When rough plumbing is completed,and ready to cover up. A 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. W 8. Final inspection. 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. Fruk Signatureof Builder_..''.. ��.,, --•--y-----....... ..............--••------...... Address............................---------------------------.--------•---..------------------•---•---- Signature of Owner..j -.---.--_----- Address...17.1d..�V�.;�IJUI�;C[ �..................................... CITY OF ATLANTIC BEACH 716 OCEAN BOULEVARD ATLANTIC BEACH, FLORIDA ADDENDUM TO BUILDING PLAN 1. Building location: 17_gn %7A�IL'T�r2JZ�4tQ i�ssT' /47ZA-r�tC (�eM4 -, f L,t1. 2. The attached plan for the above building is approved subject to mmeting the following applicable construction requirements: a. Footings shall be continuous monolithic concrete under exterior walls, reinforced with two 5/8" deformed reinforcing rods for one-story buildings and these 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 sadgles 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. c. 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, outer wall materials, window size and design, and other like characteristics) of structures. In accord with the foregoing, similar or duplicate homes 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 plumbing drain and the sewer services connection (at the property line) must be inspected by the City before being covered. City Manager The undersigned hereby certifies that he has read the above and understands that this addendum takes precedence over any contrary details to the plans and specifications and agrees to comply with the intent of this addendum. U4'k Contractor/Owner Date