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392-396 4th St (vault) `raxtv 1116103 8:24:32 CITY OF ATLANTIC BEACH INSPECTION TICKET ADDRESS--------- INSPECTOR: LARRY i HIGGINS PAGE 9 392 4TH ST--------------------------------------------------- DATE 1116103 TENANT, NBR: SEWER REPLACEMENT SUBDIV: ---------------------- CONTRACTOR A.S.A.p, PLUMBING Co. OWNER DITMARS, THERESE PHONE (904) 993-3433 PARCEL 169826-0100- - PHONE APPL NUMBER: 02-00025396 PLUMBING ONLY ------------------------------------------------------ PIRNIT: PLBG 00 pLUNBIKG plNIT TYPISQ REQUESTED INSp DESCRIPTION ----------COMPLETED---RESULT RBSU TSICOMMENTS ------- --- - ---- ---- -- -- 45 ol 1116103 LJH--- P-_FINAL---TIME:--08:-00------------------------------------------ -6440 VT --V9 4 COMMENTS AND NOTES CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025382 Date 1/10/03 Property Address . . . . . . 393 4TH ST Tenant nbr, name . . . . . . 393/395 -RPLCMNT WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2447 Owner Contractor ------------------------ ------------------------ ROMAN, DAVID AMERICAN WINDOW PRODUCTS 393-395 4TH STREET 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 993-1315 (904) 731-2247 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2447 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 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 RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. r BUILDING OFFICIAL' -7 A CITY OFATLANTIC BEACH 800 SEMINOLE ROAD C, ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # 3,Y Applicant: qm e-�- 1(f an co (-ra d u c4t3 Address: 41 I—A Project: ge,21,2 I I Your application is approved our pernmmit ic 'on has bee e and the followi i ms ne�ed . \,�A i �! a��a��n��— e� tblito at io C t Lt T Please re-submit your application when these items have been completed. W. I ��.Ic�) Reviewed by Signed Date Contractor Notified Date �?003 City of Atlantic Beach 800 Seminole Road - Atlantic Beach,Florida 322333-5445 Phone: (904)247-5800 FAX (904) 247-5845 - http: www/c i.atlantic-beach.fl.us PERINUT APPLICATION FOR REPLACErNUNT OF WINDOWS,SKYLIGHTS AND GARAGE DOORS OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION C.C.) ej Date 1131co) Address where work is to be performed ee ApplicaA)av Address Phone: 2k�F:r L("T- e- f=1-7- LOT -6t, PRIL Co I(o 2 5 CQ C— /L '-54 Legal Description: Block Number Lot Number 34 zoningDistrict Contractor AMW-A,W WIAW (�-OJJJSeta-ftelicense Number- 2 24—7 Address G�Wea' Aue, Phone t C/ city JCLAL State P-L zip Fax Describe Proposed Use and Work to be Done kwlaa) wll'rib--s Lol u--16 Present Use of Land or Building(s)' Valuation of Proposed Construction 241r7c'o Building Date: Mean Roof Height (ft) Building width (ft) BuildinaLength Roof Slope—4L— *Window Elev. (ft) Window Height_(ft) Window Width (ft) Measurement from comer of building to window (ft) h A 4 *Window Elev. From Crude 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 TMS APPLICATION IS CORRECT. Signature o f'Owne, Date T_ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED TMS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCE GOVERNING TPIIS TYPE OF WORk WILL BE COMPLETED WITH, WI-MTHER 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 TH�S PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE �0 I ,4C , �CRRE9T AND THAT THE PLANS AND SUPPORTING -DATA HAVE BEEN OR S 0 ED AS REQUIRED. Signature of Contractor Date Address and contact information J rerson to receive all correspondence regarding this application (Please Print) NameA-al h 4_- CT u&- - Am uz�Can Vvlirdow a, c(�c,/s Mailing Address 32-2G-7 Phone9L4_-�'-�-22�_� FAX E-mail Sworn and Subscribed Before me this Day of \JCUUkQ_k_tA 20o�5 U State of Florida, County of Duval .,OV,N Betty Felder Notary's Signature *,W*my commission CC881315 As to Owner: '14'W,,,'l Expires October 20,2003 E�Personally known 0 Produced identification Type of identification produced e.tZ!, Betty Felder W*MY commission CC881315 As to Contractor Expires October 20,2003 (3'Personally known 0 Produced identification Type of identification produced Duval County Property Appraiser- Parcel Summary Pagel of2 IPareel Sum mary - Current Ownership and Sal-c Informa-tion - Update( IRE No.: F16-9849 0000 lOwner's N AN , DAVID P JProperty��ddress. F393 4TH ST LATLANTIC BEACH ]F327233 IMailing Addres7s [3_15 3RD ST JATLANTIC BEACH , FL 132233-5231 jProperty Tse,-7FO891 DUPLEX ILegal desc 7fl6-2S-29E ATLANTIC BEACH W 25FT LOT 34,E 50FT LOT 36 JBLK INeighborh 411 (0800'S)ATLANTIC BEACHI RanW]F16-2S-29E JOR BK& Page: 1 78-1006 Panel: ISale Date: 1[7/2/1992 ----][No. Building L ISale Price: Fs 9-5,0 0 0.0 0 rea: 7[1688 lExterior Wall: 11CONCRETE BLOCK] IParcel Summary- Values & Taxes from the 2002 Certified Tax Roll ILand Value, 500.00 Oass Value: 1 0 11mProvement;7, F$_87,000.00 IlTa-xing Autho [U-SD 3 7[$— __-]F$1,660.14 Imarket Value, 241,500.00 i[C—Ounty Tax: JAssessed V��F$24-1,500.00 JISchool Tax: 1 $2,018.70 lExempt V Fs o—,6 6 1 trict Tax: --]1$766-06 ITaxable V F$241,500.00 I er Tax: ]1$120.87 ISr. Exempt: 1$0.00 1 --]F$140.12 ___]E$O.00 ISr. Taxable. I ETotal Tax. $4,705.89 IF This page displays values from the 2002 Certified Tax Roll with weekly updates of ownership & sales. ------------------------- .................................... .................. .......... Map-it maps & data are updated & maintained by COJ-GIS, not the Property-Appraisers Office. Please direct inquiries regarding the maps & data to Map-it Feedback (below), no-t-th—e Property-Appraisers Office. Map-It Feedback Payment Feedback Home PRC New.-Mar)-IT Tax S Appraisal Feedback http://pawww.coj-net/pub/property/RENO.asp?RENUM=169849+0000 1/6/2003 BELL VIEW INC PAGE 02 11/08/2002 16:50 9128642492 P. 9 rz NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: N12941NXv-9— DATE; 10/19/98 CERTIFICATION PROGRAM: AIMMIUM COMPANY' MINIM 4 1 CODE.: 1053-1 The"Nofice of Ptoftet CtTtiftmftn"is valid only when Administrator's Seal is applied to the upper left hand portion of this fbrm and a certification label is applied ic the product. Thli certification seal represents pruduct conformity to the applicable SpeCifie&tjon and diet all Celli rICR6011 CHWHA has been atisfled, The product described below is approved for tiving ir the t-mxt published issue of the Directory of Certified Products. Plem review,and advise NAM1 imme4istely if data,as shown,requires corrwtions, COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Bell-View, Inc. Series"Blue Chip" P-0.Box#208 Sirglc Hung Aluminum Prime Window Wrightsville,GA 31096 0X/TLT/1G/3/l6"GL/FER STP PSF Frarne: W- 51" Sash: W49" Int-67.5 1-140" Ext-67,5 SPECIFICATIO14 PRODUCT RATING AAM"WWDA 101/l.S.2-97 H-KC40 AAMA 1302.5-76 --Modifled Sill-H-HC45 Product Tested By: Certified Testing Laboratories Report No, CTLA-28OW(StructuralIFER) Expiration Date- February 28,2003 Administrator's Sipaturc; NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4655-104 Monticello Avenue A P P R 0. V E D Williamsburg,VA 23188 CUITYN ATLkJT1C BEICH TEL: (757)258-8808 BUILDING OFFJCE FAX: (757)258-9815 JAN 10 2993 BY: 12/02/2002 11:11 9128642492 BELL VIEW INC PAGE 03 'ESTING ABORATORTES T� CERTIFIED _ NG 32822 Aldltectural DiVisiOn 0 7252 Na=oossee Rd. - Orlando,FL (407)-384,7744- Fax(407)-384-7751 Report Number'. CTLAI-28()W Report Date* May 21,1"S STRUCTURAL PERFORMANCE TEST REPORT Client: BELIVtEW, INC- P.O. BOX #209 VVRIGHTSvILLE, GA 31096 A INGLE HUNG DH-HC 40 61"X 97" Product Type and Series: BLUE CHtp TILT SASH ALUMEKUr S MOIDMED DH-HC 45 61"x 97" Test Specificstions: AAMA I NWVilDA 101/1,S,2-97 *VolunmrY Specifications for Aluminum,VinYl,(PVC) and Wood Windows and Glass Doore' Frame: The extruded aluminum frame measured 61"x 97"Overall, Coped and butted comer construction. Each corner secured with two(2)#8 x-75"S,S,,p.p,H.,fasteners. lite opening measuring 57.25" x 47.5"Operable sash in bottom conriguration; Fixed lite;Top with cleal Ventilator-, Operable sash measured 59.25*x 49,5"high, Coped and butted comer 0onstruction. Each comer secured with two(2)#8 x.75"S.S.,P.P.H.,fasteners. Weather Stripping: Location Quantily 12=41im Two(2)strips Wool pile with integral fin,250"high Each sash stile one(1)strip Wool pile with integral fin.250"high Fame sill One(1)strip Rubber bulb 350"o.d. Frame sill interm"ate sash leg- One(1)strip Rubber T-spline.170"fin Fixed meeting rail One(1)strip Rubber V-spline 200"fin Glazing bead Hardware& Location' Location Qlwnti out(1)per ftame jamb Two(2) Spiral balances Each end of interlock rail Two(2) Nylon tilt latches Mounted on each end of interlock rail Two(2) Nylon security sash locks face Two(2) Nylon balance shoe sets one(1)per frame jamb ock rail Two(2) Cast aluminum s%veep latch 13.5"fmm each jamb on interl secured into a grove in the fixed meeting rail. Glazing: 3/16"annealed glass,interior glazed with adhesive back bedding compound and aluminum extuded channel bead, Secured to frame with ten(lo)#s x I"S,S,P.H-,fasteners, I"ft'n each comer and 6w asteners, I"from each cornera. nd 6"o.c.vertical. o.c. horizontal and seven(7) #S X 1*s.s,P.H.,f 12/02/2002 11LIJ 912P642492 BELL VIEW INC PAGE 04 PW 2 of 3 Bell View,W- MtNO CTLA-MW-3 Rt'jaforcerntnt-, None Additional Description. None ny,spline,plastic comer keys,two(2)pull tabs wid Screen: Rolled fomied aluminum with fiberglass mesh.,vi two(2)spring cliPs- x 1%1'S.S.,flathead screw,were used to Secure thespec'men to the wooden test Installation- Sixt%n(16)#10 ill 5_from each end and mid_W20. pive(5)in each jwnb 6',21',35". buck, Three(3)in head and 9 52",and 67"Vorn top to bottom. surface Finish: Bronze Cogn,nent-. Nominal 2 Mil polyethylene film was used to seal against air leakage during stfuctur loadg, The film was used in a manner that did not influence the test results' Performance Test Results Methad hicgond Ago Air Wil"tiOn ASTM E233-91 A cfm/ft`A .3 cfnVft'z @1,57 Psf The tested specimen exceeds the performance level's specified in AAMA/NWWDA jol/I.S.2-97. 02.1-3/4.3 Water Resistance ASTM E547-91 No Entry No Entry 5.0 gpwft2 Four(4)five minute cycles wTP-6 psf ASTM E331-91 Fifteen(15)minute duration No Entry No Entry Test conducted with and witilout screen, 2,1,4.214,4,2 Uniform Load Structural ASTM E330-" permanent Deflonnation .045" .146" @ 105 psf positive Exterior .057" .146" @ 105 psf Negative Interior *2.1,9 Forced Entry Resistance AAMA 1302-5 1976 on 1/2" Tea A Oil 1/2" Test B oil 1/2" Test C on 112" Test D,E.F Oil 1/2" Test G 02.2.1.6.1 operating Force AAMAINWWDA jujILS.2-97 42 lbs. 45 ft. *2.2.1.6.2 Deglazing ASTM E987-88 2.20/6<100% Top Rail 70 lbs. Bottom Rail 70 lbs. -015"M 3% <1001% Left Stile 30 lbs, .008"= 1.604<1006/0 Right Stile 50 lbs- .00719= 1.49/#<100% Rderence CTLA-28OW dated May 21, 1998 12/02/2002 11:11.1 9128642492 BELL VIEW INC PAGE 05 Fa9c 3 of 3 Bell View.Inc. on NO MA-29OW-3 Test]Datc'* April 23, 1998 Test Couipletion Date: April 23, 1998 Detailed dmwings were available for laboratolrY records and comparison to the test Specimen at t"' Resnarks'. ntative sections of the test spocinign will bO time,of Wr,report, A copy of this MPOft along with repre6c ined apply only to the Spedma teded- retained by CTL for a period of four(4)years. The MOts d0ts This teg report does not constitute ccrtiflca"on of'his product.but only OW dw Xbove test TM115 W"@ obtained using the desiSnated test methods and they indicate compliarice with the perfonTOM requirements(panigraphs m listed)of the above referenced qxcifilcatil. Certified Testing Laboratories.,.ocs that all informaoon proMed by the client is ,,A,and that the pllysiW and chemical properties of the components are as stated by the man"facturcf- Certified Testing JAboratOlric%Inc- J2f-4-M3 131akely AOW. Vice.President ArchitectUr3l Division M. Bell-view (2) NAMI (2) Ramesh Patel P.E. File 01/07/2003 17:36 9047318024 AMERICAN WINDOW PROD PAGE 01 v�H Ull P; JAN 1 2 ""1 3 By�: LA PD Lk 01/10/2003 14:23 9047319824 AMERICAN WINDOW PROD PAGE 01 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: N1004433/A DATE: -1-2./09/" CERTIFICATION PROGRAM: Aluminum COMPANY: Bell-View CODE: The"Notice of Product Certification"is valid only when A.drriinistrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification sea)represents product conforinity to the applicablespecification and thatall certification criteria has been satisfied. The product described I)elow is approved for listing in the next published issue of tile Directory of Certified Products. Please review,and advise NAMT inunediately if data,as shown,requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Bell-View, Inc. Series"Blue Chip" P.O. Box 208 Mulled Twin Aluminum Single Hung Prime Wrightsville, GA 31096 Window SH/TLT/IG/DSBfFER STP PSF Frame: W-61" Sash: W-210" Int-67.5 H-61 1 11 H-3'1" Ext-67.5 SPECIFICATION PRODUCT RATING AAMAINWWDA 101/l.S.2-97 DH-HC45 AAMA/1302-5-96 Product Tested By: Certified Tcsting Laboratories Report No: CTLA-426W-R(Structural/FER)CTLA-426W(Parent) Expiration Date: September 24, 2_Q03 Administrator's Signature: APPRCVED CITY OF ATLANJIG BE %CH NATIONAL ACCREDITATION AND BUILDING OFFICE MANAGEMENT INSTITUTE, INC. ij P.O. Box 366 AN 1 200 3 Berkeley Springs, WV 25411 TEL: (304)258-5 100 BY: FAX: (304)258-5111 01/10/2003 14:23 9047318824 AMERICAN WINDOW PMD PAGE 02 I ERTIFTED I EST119C ABORATORIES C AL Architectural Division* 7252 Narcoossee Rd. *Orlando,FL 32822 (407)-384-7744-Fax(407)-384-7751 Report Number. CTLA-426W-R Report Date: September 24, 1999 STRUCTURAL,PERFORMANCE TEST REPORT _J Client: BELL-VIEW, INC. P.O. BOX#208 WRIGHTSVILLE, GA 31096 Product Type and Series: SERIES BLUE CHIP ALUMINUM TWIN MULLED,TILT SASH, SINGLE HUNG WINDOW DH-HC45'(73"X 73") Test Specifications: AAMA/NWWDA 1011 II.S. 2-97'Voluntary Specifications for Aluminum, Vinyl, (PVC) and Wood Windows and Glass Doors" Frame: The extruded aluminum frame measured 73,125"x73,125"overall, Copedandbutted corner construction. Each corner secured with two (2)#8 x.75" S.S.,P.P.H.,fasteners. The two (2)single hungs were mulled together with an aluminum"I"beam and screwed to the head with four(4)#8 x .75"S.S., P,P.H.,fasteners, and to the sill with two (2)#8 x .75"S.S., P.P.H., fasteners. The meeting rails were secured to each jamb with two (2)48 x .75"S.S., P.P.H., fasteners. The head and sill were full length of window. Configuration: Twin mulled, single hung XX Ventilator: Operable sash on both single hung measured 341/h"x 36%"high. Coped and butted comer construction, Each comer secured with two(2)#8 x .75"S.S., P.P.H.,fastener, Weather Stripping: Quantity -Description Location Four(4)strips Wool pile with integral fin .250" high Each sash stile Two(2) strips Wool pile with integral fin .250" high Frame sill Two (2)strips Wool pile with integral fin .250*high Sash interlock rail Two(2) strips Bulb vinyl .250 o.d. Each bottom lift rail Hardware & Location: Quantity Descriotion Location Four(4) Spiral balances One (1) per frame jamb Four(4) Nylon tilt latches Each end of interlock rail Four(4) Nylon security sash locks Mounted an each end of interlock rail face Four(4) Nylon balance shoe sets Inside frame jambs Four(4) Aluminum bars measuring 3" Each end of lift rail Four(4) Extruded aluminum snap locks 3"long 4"from each end of lift rail Two(2) Cast aluminum sweep latches mid-span of each sash interlock rail locking into meeting rail Glazing: Insulated glass, two(2) lites of 1/8"annealed glass with 1/4"air space, interior glazed with adhesive back bedding compound and aluminum roll formed glazing bead. Sealant: Small joint sealant was used on all frame comers, 01/10/2003 14:23 9047318824 AMERICAN WINDOW PROD PAGE 03 Page 2 of 3 Bell View, Inc. Report No CTLA 426W-R Weep System: Each single hung had two(2)notches in screen retaining leg 375"x leg high I"from each jamb, Reinforcement: Aluminum'I"bearn between mulled units, Additional Description: Two (2) units were through bolted with three (3)#8 x%'mull bolts, located 7.5", 3e", and 64"measuring from head to sill. Screen: Rolled formed aluminum frame with plastic corner keys, vinyl spline and fiberglass mesh- Two(2) plastic pull tabs and two (2)spring clips. Installation: Fourteen (14)010 x I Yz*S.S., flathead fasteners were used to secure the specimen to the wooden test buck. Four(4) in head and sill measuring form left jamb to right jamb located at 6*, 30",42 and 66". Three (3)in each jamb measuring from head to sill located 7.5"36"and 64�, Surface Finish: Mill Comment: Nominal 2 mil polyethylene film was used to seal against air leakage during structural loads. The film was used in a manner that did not influence the test results. Performance Test Results Paragraph X Title of Test Method Measured Allowed 2.1.2 Air Infiltration ASTM E283-91 .20 cfm1ft2 .34 cfrn/ft2 The tested specimen exceeds the performance levels specified in AAMA NWWDA 1 011/1.S. 2-97 for Air Infiltration. Results recorded in two(2)decimals at the clients request. 2.1.3/4.3 Water Resistance ASTM E547-91 5.0 gph/ftz Four(4)five minute cycles No Entry No Entry WTP=6 ASTM E331-91 Fifteen (IS) minute duration No Entry No Entry Test conducted with and without screen. 2,1.4.2/4.4.2 Uniform Load Structural ASTM E330-90 Def. Aflowed Set Allowed Permanent Deformation 30 Second Load Duration Q 67.5 psf Positive .359" .410" .017" .287- Q 67.5 psf Negative .281" .410" .011" .287" 2.1.8 Forced Entry Resistance AAMA 1302-5-96 Test A 0.. 1/2" Test B 0.1 1/2" Test C 011 1/2" Test D, E, F 04. 1/2' Test G 01* 1/2" 2.2.1.6.1 Operating Force AAMA/NWWDA 1011I.S.2-97 Left sash 22 lbs. 30lbs Right sash 24 lbs 30lbs 2.2.1-6.2 Deglazing ASTM E987-88 Top Rail 70 lbs. .012 2.4%<1 00% Bottom Rail 70 lbs. .019 3.8<100% Left Stile 50 lbs. .031 6.2%<100% Right Stile 50 lbs. .028 5.6%<I 00% 01/10/2003 14:23 9047318824 AMERICAN WINDOW PROD PAGE 04 Page 3 of 3 Bell View, Inc. Report No CTILA 425W-R Test Date: September 8. 1999 Test completion Date: September 8, 1999 Remarks: Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by CTL for a period of four(4)years. The results obtained apply only to the Specimen tested. This test report does not constitute certification of this product, but only that the above test results were obtained using the designated test methods and they indicate compliance with the performance requirements (paragraphs as listed)of the above referenced specifications. Certified Testing Laboratories assumes that all information provided by the client is accurate and that the physical and chemical properties of the components are as stated by the manufacturer. Certified Testing Laboratories, Inc. Chri opher Bennett Lab Manager Architectural Division cc: Bell-view (2) NAMI (2) Ramesh Patel P.E. File FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS 7WInd 7V,91ocity�(mph) 120 m Prepared By L.Higgins Importance Factor 1.00 Client Name PLATLOCK Exposure Category C Internal Pressure Coefficient +/-0.18 U%7A STRUCTURES Job Description 1640 Beach Ave Mean Roof Height(ft) 33 INTERNATIONAL,U.0 Building Width(ft) 30 Building Length(ft) 79 RoofSlope (x:12) 8 Job Number 25W3 OPENING OPENING LOCATION OPENING OPENING EFFECTIVE MAXIMUM POSITIVE MA—XIMUM NEGATIVE MARK DESCRIPTION ZONE ELEV.(ft) HEIGHT(ft) WIDTH(ft) AREA(sf) PRESSURE(psf) PRESSURE(pso A-South Double Hung 1st,Fl, 4 5.5 6-- 3 18.0 35.6 -38.8 C-South Casement Ist.FL. 4 6.5 5 2.5 12.5 36.5 -39.7 B-South Double Hung 1 1/21=1 5 12 6 2 12.0 36.6 -48.7 A-South Double Hung 1 !/2FI 5 12 6 3 18.0 35.6 -46.8 Width of Edge Strip(a)In feet 3 Qi) 4 FBC-0penings.xIs Copyright 2002,Structures International,LLC 1/10/2003 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025396 Property Address . . . . . . 392 4TH ST Date 1/09/03 Tenant nbr, name . . . . . . SEWER REPLACEMENT Application description . . . PLUMBING ONLY Property Zoning . . . . . . . Application valuation . . . . 0 Owner Contractor DITMARS, THERESE ------------------------ 392 4TH STREET A.S.A.P. PLUMBING Co. ATLANTIC BEACH P.O. BOX 16631 FL 32233 JACKSONVILLE FL 32245 ----------------------------------- (904) 993-3433 Permit ......................................... . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee Issue Date Valuation . . . . . 00 0 Fee-summary------ Charged Paid Credited Due --- ------- ------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 Plan Check Total . 00 .00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 . 00 . 00 CLEAREP AND LAX%r CAN L PU S