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Permit 590 Ocean Blvd (vault) ?j =LT41, \�� el�, CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Ji313 Application Number . . . . . 04-00027813 Date 3/03/04 Property Address . . . . . . 590 OCEAN BLVD Tenant nbr, name . . . . . . HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ---- - ----- ---- ---- -- --- FULLER, ROBERT H. HUXHAM HEATING & AIR 590 OCEAN BLVD . 1078 NINTH STREET SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (9040 246-6721 --- ---- ------------- ------------------------ - -- ----- ----- --------- ---------- Permit . . . . . . MECHANICAL PERMIT Additional desc -. . Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Fee summary Charged Paid Credited Due ----- --------- -- - - --------- -- -- ------ --------- - ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 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 RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT, 4ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. .Cy BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION �IU,t >' �:`�, /3k G Date: Property Address: Owner: _ L2 Telephone #: Contractor:_ /J � , /4YL Telephone Contractor Address: (� I �-A Fax Aper� - 377 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building T(' Electric or site,list the building permit number: ❑ Gas: ,LP _Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK W'Heat _Space _Recessed r_/Central `Floor �dl Residential C' Air Conditioning: _Room !r Central ❑ Duct System: MaterialF(4-r-__ Thickness IS ❑ Commercial Maximum capacity /;2429 cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) Q` Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing stem El Boilers g S y ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency �t A210 q2 HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency 1 �}- —�oq�C �- �L o TANKS Nominal Capacity Type Liquid Serial Approving How Man &Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845. http://www.ci.atlantic-beach.fl.us W °} CITY OF ATLANTIC BEACH TM r s} 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029967 Date 4/07/05 Property Address . . . . . . 590 OCEAN BLVD Tenant nbr, name . . . . . . REPLACE 15 WDWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2860 Owner Contractor --- ----- ------------- --- --------- --------------- FULLER, ROBERT H. OWNER 590 OCEAN BLVD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 -------- --------- --------- ------------------------ -------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2860 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 404-k ,e BUILDING OFFICIAL ?s }'fI� CITY OF ATLANTIC BEACH Cc: � f BUILDING / ZONING DEPARTMENT D. Ford ggins 1 r� 800 Seminole Road . oerr Atlantic Beach,Florida 32233 0111-T (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 05 " -.)-q 9 V Property Address: �V Q/� l�—��� Applicant: M 1 M r � 1 ) Cr- Project: W)(-) T7 p rmit application has been: Approved e `J fid_and the following items need attention: Dd S A01 LO $ L tr PC- (PtLl �o�z Please re-submit your application when these items have been completed. Reviewed By: Date: -3 (2,q Date Contractor Notified: -2-1 Window Measure Sheet Name: Date: -� Address: Existing Window: Wood House Exterior: Wood Block Metal Brick Vinyl Front Front 1 1st Floor 2nd Floor Color: White Grids: Flat Glass: Clear Tempered Beige Contour Obscure Tinted Other Wid h x Height Low E Width x Height Low E 1 � �Twt�w.'�fl��. 11 ❑ 2 12 ❑ 3 (.0 13 El 4_�,�L CIT Tv, v'� 14 ❑ �' N? 5 15 ❑ 6 ❑ 16 ❑ mw 17 ❑ ^ 8 A 11K1414 1 ❑ 18 ❑ 9 ► ❑ 19 ❑ 10 1 ❑ 20 ❑ Notes: RECEIVEL) CITY OF ATLANTIC BEACH I BUILDING &ZONINr CITY OF ATLANTIC BEACH KYLIGHTS GARAGE DOORS HURRICANE SHUTTERS Date: L5 BY Job Address: Owner: Address:(v o Phone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: ate License Numb Addres / d hone: -3 -'�'J 5-6 City: State Zip: Fax: Descr' e proposed use and work to be done: �.S J^ rte Present use of land or building(s): Valuation of proposed construction: C,2 C?(o 6 Is approval of Homeowner's Association or other private entity required? M,8—If yes, please submit with this application. Required Building Data: eig t (ft) B-nil& g-WMth (ft) Buikffng4�esth (ft) Rggf.Slepe. Window Height oZ (ft) Window Width 7 (ft) Window Elevation from Grade (ft) Measurement from corner of building to window Number of windows being installed I5 Mean Roof Height 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Page I Revised 1/27/03 y � Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data, the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load(psf) 2. Installation Procedures 3. Window Description/Type pe 4— Hur.r p SbAtUo r, ptioa.r Fne 7. Elevation View of Window Locations I hereby certify that formation provided with this application is co ect. Signature of Own Date: g O S L�h — I hereby certify tha I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing AUdressUS D oZ a 3 3 Telephone: oJ�9 9 LI —7 Fax: E-Mail: AS TO OWNER: �h Sworn to and subscribed before me this day of �/�Y ,20 a� State of Florida,County of Duval — c Notary's Signature: JEv y'yy.,, NNIFER SCHLUETER Personally ='�` MY COMMISSION#DD 121301 ❑ Y known = EXPIRES:May 27,2006 (Produced identification �i �',° gpnded?hru Notary Pebtic underwriters Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904) 247-5800 Fax: (904)247-5845 http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/27/03 J� r' CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: ( /3 Job Address: 6-Q i CHAPTER 489,FLORIDA STATUTES,PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT rr FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN rr IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. OPTY OWNER/B DER SWORN TO AND SUBSCRIBED BEFORE ME THISE92hAY OF 2ff9 c 1t x JENNIFER SCHWETER MY COMMISSION#DD 121301 OT Y PUBLI EXPIRES:May 27,2005 COMMISSION EXPIRES: 4.F nVt'` Balled Thru Notary Public Underwritam VE. Supporting Documents A Drawing 1. Drawing No. FL-125 titled 8500 W/Flange Single &Mulled Extruded Vinyl Tilt Double Hung Window,sheets 1 through 4 of 4 prepared by R W Building Consultants,Inc.(Florida Board of Professional Engineers Certificate of Authorization No. 9813),dated November 19,2003,with no revisions,signed and sealed by Lyndon F.Schmidt,P.E. B Test 1. Testing per AAMA/NWWDA 101/1.S. 2-97 as performed by Architectural Testing and reported in test report number 01-31522.01,dated April 2, 1998,signed by Richard E.Merkert,Project Manager. 2. Testing per AAMA/NWWDA 101/1.5.2-97 as performed by Architectural Testing and reported in test report number 01-36582.01,dated April 14,2000 signed by Bruce W. Croak,Director-Product /Physical Testing. 3. Testing per AAMA/NWWDA 101/l.S.2-97 as performed by National Certified Testing Laboratories and reported in test report number 110-6550-1,dated January 5, 1999 signed by Marc A. Cramer,Acting Manager of Testing Services. 4. Testing per AAMA/NWWDA 101/I.S.2-97 as performed by National Certified Testing Laboratories and reported in test report number 110-6550-2,dated January 21, 1999 signed by Marc A. Cramer,Acting Manager of Testing Services. 5. Plastics testing in accordance with the "High Velocity Hurricane Zone" substantiated by Issuance of Miami-Dade Notice of Acceptance 03-0523.01, expiring August 15,2007 C Calculations 1. Anchor analysis for loading conditions,prepared,signed and sealed by Lyndon F. Schmidt,P.E. 2. Mullion analysis for loading conditions,prepared,signed,and sealed by Lyndon F. Schmidt,P.E. 3. Glass Load Resistance Report ASTM E1300-98/00 prepared by Roberto Lomas D Other 1. Certificate of Participation issued by National Accreditation & Management Institute,Inc.,certifying that Silverline Building Products,North Brunswick,NJ is manufacturing products within a quality assurance program that cortrplies with ISO/IEC 17020 and Guide 53. _ = Silverline Building Products ID# S-019-1 ,. Lyndon F.Schmidt,P:E.No.43409 Decen,ber30,20G3 Sheet 3 of 3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Val rico,FL 33595 Phone 813.659.9197 Facsimile 813.659.4858 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FS 03-1230.02 Date: December 30,2003 Product Category: Windows Product sub-category: Double Hung Product Name: 8500 Single& Mulled Double Hung Manufacturer: Silverline Building Products Corporation 1 Silverline Drive North Brunswick,NJ 08902 Phone -732.435.1000 Facsimile—732.247.6820 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F. Schmidt,P.E.(System ID# 1998)for Silverline Building Products based on Rule Chapter No. 9B-72.070,Method ld of the State of Florida Product Approval,Department of Community Affairs-Florida Building Commission. This product has been evaluated for use in locations adhering to the Florida Building Code(2001 Edition)and where pressure requirements,as determined by Chapter 16 of The Florida Building Code,do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 45.0 PSF Negative 45.0 PSF (See Limitations for size restrictions) See Drawing No.: FL 125 dated November 11,2003 prepared by R W Building Consultants,Inc. and signed and sealed by Lyndon F.Schmidt,P.E.(FL#43409)-for sp'eclfic use parameters. s:z—- Lyndon F. Schmidt,P.E.No.43409 December.10,2003 Sheet 1 of 3 Limitations 1. The 8500 Single & Mulled Extruded Vinyl Double Hung Window has been evaluated and meets the requirements for use within the State of Florida excluding the "High Velocity Hurricane Zone". 2. When used in areas requiring windborne debris protection this product is required to be covered with an external protection device that complies with Section 1606.1.4 of the Florida Building Code 2001. 3. Size Limitations: Configurations MAX.Nominal Width MAX.Nominal Height Single X 54" 90" *Double XX 104" 74" *Triple XXX 156" 74" *Units can be mulled as double,triple,etc.For mulled units,single unit size can not exceed 52"x 74". 4. The Design Pressure Rating for the various size units are as follows: Configurations Positive PSF Negative PSF Single (up to 54"x 90") X + 30.0 PSF -30.0 PSF Single (up to 48"x 72") X + 40.0 PSF -40.0 PSF Single (up to 44"x 60') X +45.0 PSF -45.0 PSF Mulled Units: Design Pressure Ratings Mulled(PSF) Overall Single Unit Width 52" 48" 44" 40" 36" 32" 28" 24" 74" 25 25 25 30 30 35 40 45 0 70" 30 30 30 35 35 40 45 45 °. 66" 30 35 35 40 40 45 45 45 62" 40 40 40 45 45 45 45 1 45 58" 45 45 45 45 45 45 45 45 54" 55 45 45 45 45 45 45 45 Lyndon F.Schmid, P.E.No.43409 December 3c0,2003 Sheet 2 of 3 From: Jon Berrian To:Brad Date:4/1/2005 Time.8:20;58 AM Pape 2 of 14 ii Architectural Testing i FLECOPY i. ANSUAAMANNWWDA 10111.S.2-97 TEST REPORT .Rendered to: ILECOPY. SYLVER LINE BUFLDI'NG PRODUCTS SERIESIMOD I✓L: 8500 TYPE: PVC Double Hoag Window SUM=of Resufts Tine Teat Test Specitmen#2 HAMA 1t�f H-R15 54 x:90 H-R35"42 x 87 Force 161b MX, N/A. Air Infiltration 0:12 cftnl NIA Water Resistance Test Press= 6,75 psf N/A Urdfo>;m Load Dsflwticm Ti*Pressure ±15.0 sf +35.0 sV-40,0 pof Uniform StwWrid Load Test Ptessuro 122.5 psf +52.5 sd-W,D of Fomced EM Rosistmoe Grade 10 N/A Reference should be trade to .ATI Repcxt No. S2039.01-122-47 for complete test specimen description and data. APPROVED CITY OF ATLANTIC BEACH 130 Derry Cowt BUILDING OFFICE Yofk, PA 17402.9405 ane: 717.764-7700 APR. 01 2005 fax: 717-764-4129 www.archttst.com BY: 2 -d 09SBE6117b06 1038IQSM011WIM 62 :6 S002 To add From Jon Bwhan To:Brad Dale:01 W05 Time:8:20:58 AAA Pape 3 of 14 A Architectural Testing ANSI/AAMAJNWWDA 101J.5.2-97 TEST HjMHT Rendered to: SILVER LINE BUILDING PRODUCTS One Silver Line Drive North Brunswick.,Now Jersey 08902 Report No: 52039.01-122-47 Test Date: 06/25/04 f Report Date: 07/14/04 Expiration Date: 06/25/08 Project Sua mury: Architectural Testing, ine. (ATI) was contracted by Silver Line Building Products to witness testing on two Series/Model 8500, PVC double hung windows at their test facility in North Brwuwicir, New Jersey. The samples tested successfully met the performance requirements for the followingtatins: Test Specimen#1;• H-RIS 54 x 90; Test Specimen#2: H-R35*42 x 87; General Note; An asterisk (*) next to the perfornwnce grade fndicates that the size tested for optional performance was.rrttatler then the Gateway test size.for.the product typo and class. Test SpeciGeradoa: The test specimen was evaluated in accordance with =` ANSVAAMANWWDA I011I.S.2-97, Voluntary Spedfraadans for Aiuminum, Vinyl (PPC)and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 8500 Type: PVC Double Hung Window Test Sgj: H-R15 54x90 /i Overall Size: 4'6"wide by 75-7/8"high Interior Sash Size: 4'2-5/8"wide by 3'8-5/8" high Exterior Sash Size: 4'2-1/4'wide by 3'8-3/8"high Screen Stu: 4' 1-3/4"wide by 3' 6-5)8"high 130 k"Czurt York,PA 17402-9405 phoft-. 711-744-7700 fax: 717.764-4129 www.art.htnt.com C 'd 09S8C6trt,06 i33diQSt10Qwim 62 :6 S002 i0 Jolu from: Jon Berrien To.Bad Date:OV2005 Time'.810:58 AM Pape 4 of 14 52039.01-12247 Architectural Testing Page 3of9 Test Speclamn.Deseription: (Continued) Test Specimen#2: H-R35*42 x 87 Overall Size: YS-7/8"wide by 7'3"high Interior Sash Sire: 3' 2-5/8"wide by 3'7=3/4"high Exterior Sash Size; .3'2-1/8"wide by 3'7-318"high The following dese►1ptlons apply to all specteren r. Fialsh: All PVC was white, Glazing Details: The window utilized 718" thick sealed insulating.glass units fabricated from two sheets of 1/8" thick clear annealed glass and an IntemeptrN spacer system. The Hees were exterior glazod onto silicone bedding and secured with snap-fit PVC glazing beads. rt, Weatherstripping: :i 2ggdoon i g jC ation 0.290"high by 0.270"backed 2 Rows Sash stiles polypile with center fin 0.310"high by 0.270" backed i Row Irderior and exterior meeting polypilc with center tin rails 0.190-'.high by 0.170"backed I Row Head,top rail polypile with center fin Vinyl wrapped foam bulb gasket 1 Row Bottom tail Fmtne Construction: The frame was constructed fircm extruded PVC members with mitered-and welded corners. r: Sash Construction: The sash.were constructed from cxtrudod PVC arernbers with mitered w and welded corners. Screen Coustructiou: The screen was constructed fmm roll-fortnod aluminum nvembers I. with plastic keyed corners, The fiberglass screen mesh was secured with a flexible spline.' E< i, -CI 09SBE6b1106 i0321I asmoaw I M 62 :6 S002 To .,dd frorn. Jon Bernan To:Brad Date:VW2005 Time.8:20.58 AM Page 5 of 14 52039.01.12247 Architectural Testing page 4orfl Teat Specimen Description: (Continued) Hardware: Descrij J Ou=tity Location Balance system 4 Two in each jamb Metal lock 2 One 7"from each end of the interior meeting rails fastened with two #8 x 3/4" screws each Metal keeper 2 One 7"from each end of the exterior meeting rail fastened with two#6 x 3/4" screws each Plastic tilt latch 4 One in each end of the interior meeting and top rails Metal pivot bar 4 One in each end of the exterior meeting and bottom rails fastened with one#8 x 1/2" screw each Drainage: Description anuty 1/4" diameter weephole 4 One in each end of the exterior meeting and bottom rails draining the glazing cavity Reinforcement The interior and exterior meeting rails utilized a formed steel reinfore went(Part#8526). Installation: The window was installed into the wood teat back with wood blind stops on the interior and exterior. The blind stops were secured with #8 x 2" screws located in comers and 9-1/2" on center. #8 x 1" installation screws were utilized 1" from all corners through the jambs into the buck. The exterior perimeter was sealed with silicon. S 'd 09913661,06 1332 I GSMOGW I M 62 :6 S002 To add From: Jon Befrian To:Brad Date:4/112005 Time:8:20:58 AM Pape sor14 A 52039.01.12247 Architectural Testing Page 5 of 8 Test Results: The results are tabulated as follows: Paraeranh Title of Test-Test Method Results Allowed Test Specimen#1: H-R15 54 x 90 2,2.1-6.1 Operating Force 16 lbs 30 lbs max. 11.2 Air Infiltration(ASTM E 283-91) @ 1.57 psf(25 mph) 0.12 cftnlf� 0.3 cfinlft max. Note ill: The tested specimen meets the performance levels specified in AAMA/NWWDA 101/1.S.2-97 for air infiltration. 2.1.3 Water Resistance(ASTM E 547-00) (with and without screen) WTP=2.86 psf No leakage No leakage 2.1.4.1 Uni form Load Deflection(ASTM E 330-97) (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) @ 15.0 psf(positive) 0.27' See Note#2 @ 15.0 psf(negative) 0.36" See Note#2 Note #2: The Uniform Load Deflection test is not an AAMA/1VWWDA 101/1.@.2-97 requirement for this product designation, The data is recorded in this report for information only, 2,1.4.2 Uniform Load Structuml(ASTM E 330-97) (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) @ 22.5 psf(positive) 0,08" 0.19"max. @ 22.5 psf(negative) 0.07' 0.19"max. 9 'd 099t3E6��06 133HIGSMOGWIM 62 :6 S002 IO add From: Jon Berrlan To:Brad Date'4/1/2005 Time:820:58 AM Paye 7 of 14 52039.01-122-47 Architectural Testing Page 6of9 Test Results; (Continued) ParaUaph Title of Test -Test Method Itysults Allowel Test Snedmeu#1: H-Rl5 54x90(Continued). 2.2.1.6.2 Deglazing Test(ASTM E 98?-88) In operating direction at 70 ft Top rail 0.13"125% 0.50111100% Exterior meeting rail 0.13"/25% 0.50"/1000/0 interior meeting rail 0.13"125% 0.50"/100% Bottom rail 0.13"125% 0.501,11000/0, In remaining direction at 50 lbs Exteriot right stile 0.06"/12% 0.501,11001/0 Exttrrior left stile 0.06"112% 0.50"/100'/o Interior right stile 0.06"112% 0.5011/100% Interior left stile 0.06 /12% 0.50"1100% 2.1.7 Welded Cotner Test Meets as stated Meets as stated 2.1.8 Forced Entry Resistance(ASTM F 588-97) Type: A C3rade: 10 Lock Manipulation Test No eutry No entry Test Al through A7 No entry No entry Lock Manipulation Test No entry No entry motional Perfonnattce 4.3 Water Resistance(ASTM E 547-00) (with and without screen) WTP-6.75 psf No leakage No leakage L 'Cl 09S8E6t+ts06 17321 I QSMOQiJ I M 6Z c 6 S002 TO add From: Jon Bervian To:Brad Date.41112005 Time:8:20:68 AM Pape 8 of 14 4& 52439,01-122-47 Architectural-Testing Page 7 of Test Results: (Continued) Paraeranh Title of Test-Test Method ResWts Allow Test Siptclrnen#2: H-R35*42 x 87 Qajyonat Peffomsance 4.4.I Uniform Load Deflection(ASTM E 330-97) (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) @ 35.0 psf(positive) 0.21 See Note#2 @ 40.0 psf(negative) 0.23 See Note#t2 4.4.2 Uniform Load Stnwtmrsl(ASTM E 330-97) (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 eecimds) @ 52.5 psf(positive) D.14" 0,14"max. @ 60.0 psf(negative) 0.10" 0.14"max. Detailed drawings,representative samples of the test specimen, and a copy of this report will be retained by An for a period of four years from original test date. The above results were secured by using the designated test methods and they indicate compliance with the.performance requirements of the above referenced specification. This report does not constitute certification of this pmduct, which may only be granted by the certification program administrator. This report may not be reproduced,except in M,without approval of Architectural'resting. For ARCHITECTURAL TESTING,INC: .4 �P 2 Mark A.Hess Steven M Urich,P.E. Technician Senior Project Engineer M mah:dml r�ICHai URCH 8 -d 099866bi'06 133MIQSMOGWIM 6z :6 S002 TO Ddb From Jon Berrian To:Brad Dale:01r2005 Time:8:20.58 AM Page 0 of 14 ANSIIAAMA/NWWDA 101lIS.2-97 TEST REPORT Rendered to; SILVER LINE BUILDING PRODUCTS CORPORATION SERIES/MODEL: 8500 TYPE, PVC Double Hung Window Title Sumvmry of Results AAMA Rating H-R45"162 Operating Ford 201b max, Air Infiltration 0.13 cfsnTfl Water Resistance Test Pressure 6.75 psf Uniform Load Deflection Test Pressure ±45,0 psf Uniforin Load Structural Test Pressure ±67.,5Trsf Deglazing Passed Forced tm Resistance Grade 10 Reference should be made to ATI Report No. 01-42473:01 for complete test specimen description and data. 13 d 09S8E6b�b06 103 1 I GSMOGW I M 62 :G S002 To add From: Jon Berrian To:Brad Date:4/1/2405 Time.8:20:58 AM Paye 10 of 14 Architectural Testing ANSI/AAMAINWWDA 101/l.S.2-97 TEST REPORT Rendered to: SILVER LINE BUILDING PRODUCTS CORPORATION One Silver Line Drive North Brunswick,New Jersey 089.02 Report No: D1-42473.01 Test Date: 08/16/02 Through: 04/04/03 Report Date: 04/25/03 Expiration Date: 04/04/07 Project Sutnetiary: Architectural Testing, Inc. (ATI) was contracted by Silver Line Building Products Corporation to perform tests on-a SeriesModel 8500, PVC double hung window at their test facility in North Brunswick, New Jersey. The sample tested successfully met the performance requirements for an H-R45 44 x 62 rating. Test Specification: The test specimen was evaluated in accordance with the following: ANSUAAMA/NWWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Yinyl (PVC) and Wood Windows and rrlatc Mare. Test Specimen Description: Series/Model: 8500 Type: PVC Double Hung Overall Size: 3' 8" wide by 5'2"high Interior Sash Size: 3'4-3/4" wide by 2'6-3/4"high Exterior Sash Size: 3'4-1/8" wide by 2'6-5/8"high Screen Size: 3' 5-1/4"wide by 4116-1/4"high Finish: All PVC was white. 130 Derry Court York,PA 17402-9405 ph6nc 717.764.7700 far:717.764,4124 www,archtest.com 01 -Cl 09S8E6bt►06 10381 tISMOQW I M 62 :6 S002 To add From: Jon 9ernan To:Brad nate:4/1/2005 Time:8:20:58 AM Pape 11 of 14 01-42473.01 Page 2 of S Test Specimen Description: (Continued) Glazing Detalls: The window utilized 7/8" thick scaled.insulating glass units fabricated &am two sheets of 1/8" thick clear annealed glass and an Interceptrm.spacer system. The lites were exterior glazed onto silicone bedding and secured with snap-fit PVC glazing beads. Weatherstrip ping; Descriptio Quantity L'eatio t 0.270" high.by 0.270" backed. 2 Rows Sash Stites polypile with center fin j 0:270" high by 0.270"backed 1 Row Sill,interior and exteTior meeting polypile with center fin rails i 0.190" high by 0170"backed l Raw Head;top rail polypile with center fin Vinyl wrapped foam bulb gasket I Row Bottom rail Frame Construction:. .The frame was.constructed from extruded PVC members with mitered and welded.comers. Sash Construction: The,sash were constructed from extruded.PVC members with mitered and welded corners. Screen Construction: The screen was conmcted from roll formed aluminurn members with plastic keyed comers. The fiberglass screen mesh:was secured with a flexible spline. Hardware: escriptioQuantity anon Balance system 4 Two in each jamb Metal lock 2 One 12"from each end of the interior meeting rails fastened with two. #8 x 3/4"screws Metal keeper 2 One 12" from each end of the exterior meeting rail fastened with two#6 x 3/4"screws each Plastic tilt latch 4 One in each-end of the interior meeting and top rails Metal pivot bar 4 One in each end of the exicriur meeting and bottom rails fastened with one#8 x 1/2"screw each 1 1 -d 0998E6tlir06 103a i asmoaw I m 06 :6 9002 10 idd From: Jon Bwhan To:Brad_ Date:4H 72005 Time:5:20:58 AM Page 12 0114 0142473.-01 Page)of 5 Test Specimen Description: (Contimed) Drainage: Descriytion Quantity. Location 1/4"diameter weep hole 4 One in-each end.of the exterior meeting and bottom rails draining the grazing cavity Reiuforeement: The interior meeting rail utilized a .formed steel reinforcement (Part. #8516). Installation: The window was installed into the wood test buck with wooden blind stops on- the-interior and exterior. The biind.stops werg.secured with#8 x 2" screws 4" from each end-. nd a8"on center. The exterior perimeter was sealed with silicone. Test Results. The results are tabulated as follows: Paraerash Title of Test-'Test-Mem Results Allowed 2.2.1-6.1 Operating Force 2.0 lbs 30 lbs max, 2.1,2 Air Infiltration-(ASTM E.283-9 I-) Q 1.57 psf(25 p0h) 0.13 ciinJfl2 0.3 cfm/ft2 max. Nate W. The tested.specimen meets the.performance levels spec fled in AAMAINWWDA 101/1.3. 2=97 for.air infiltration. . 2.1.3 Water Resistance(ASTM E 547) (with and without.=een) WTP=Z86 psf NO leakage No'leakage 2.1.4.1 Uniform Load-.Deflection(ASTM E 330-97) Measurements reporltdwere taken:on the exterior meeting-rail) (Loads were held for 52.seconds) @ 15.0 psf(positive) 0.IT' See Note#2 @ 15.0 psf(negative) 0.13" See Note 02 Nate #2:. The Uniform'. Load Deftection test iS not an AAMAlNWWDA 101/11S 2-97 requirement for this producr designotiom. The data is recorded in this report for information only. 0998E61b�06 103N i asmoaw I m 06 :6 S002 To add From: Jon Benian To:Brad Date:4112005 Time:8:20:58 AM Paye 13 of 14 01-41473.01 Page 4 of.5 Test Results: (Continues). p1mgM2 Tit-le-of Tt*S*- Test Wthod. R .0 t Allowed 2.1.4.2 ,7niform toad,Structural(AS TM.E 330-97) (Measu=cnts reported..Were taken.on the exterior meetia-g rail) (Londe waie held for 52 second:) - 22,5 psf(positive.) ©.05" 0.16"max. ( 22':5 psf(negative) 0.04" 0.16"max. Pazae nh Title of Test - Teat Nfethod Results AlIoWrd 2,1.1:6:2 Deglazing Test{ASTM E 9874$) In opeating.direction at 70-lbs," Top-rail 0.07"1:140%. O.SQ"/100% . 1� I u I I n ii n Alii! Io( i(11f i11�1fl( ET 'd 09S8E6bb06 1038IQSMOaMIM 0E =6 9002 TO Jdd From Jon Bernan To:Brad T Date:411/2005 Time:8:20:5a AM Paye 14 of 14 01.42473,01 Page S of.5 Test Results., (Continued) Paragraph Title of Test 'fest Method Resq1tj !lowed Optional Performance 4.3 Water Resistance(ASTM E 347) (with and without.screen) WTP=6.75 psf No leakage No leakage 4.4.1 Uniform Load Deflection(ASTM E 330-97) (Measuremcn1ts reported were.taken on the exterior meeting rail) (Loads were held for 52 seconds) @ 45.0 psf(positive) 0.40" See Note#2 @ 45.0psf(ricgative) 0.60" See Note#2 4.4.2 Uniform Load Structure!(ASTM B130-97) (Measurements reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) @ 67.5 psf(positive) 0.06" 0.16"max. @ 67.5 psf(negative) 0.04" 0.16"max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained.by ATI. for a period of fouT years. The.above results were secured by using the designated test methods and they indicate compliance with the peiforrnance requirements of the above referenced specification This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced except is full without the approval of Architectural Testing. For ARCHITECTURAL TESTING, INC- Adam Fodor David A. Kranz Senior Technician Director-Product/Physi �esting AF;baw 0142473.01 �1 'd 103diasmoawim OE :6 9002 IO idd CZ) 3 Q o 54'W X. OVERALL FRAME WIDTH (LWltEO tMATS ONtI) 3'— (J)Mw SPACES 2" /10 x 1 1/2"PFW SWEET z' METAL SCREW W/1.3.Y"AM EMB. 2.0' 2 - 6 = .'E f r�1" •ti••-• Q- HESEE NOTE 2 MIN. SUB�Ugt R ^ �i 125' -.+•t.'•••• -y SIO r 1 I/2'PFH 1 y5- MASONRY 11rITCL 1 : 2 S GI i d w'J O SE7 METAL SCREW ST0000 _• �: 't•. NRRING r •s m SEE N07E 2 41 7 ifs' 3/16" SlIKONE CA" ELCO�7AACON _ _`L Typ. WAD . SEE NOTE 1 EIUCK TO SONR1' 3' a 2E 4 t 2L (n _ 3• 6' /10 x 2'PPH SHEETtC�E CAULK 3 QJ 6' METAL SCREW W/ Z 3/4" x 3/16"MIN_ 4. Z 3/4"r 3/16' t.33'MIN. EMB. EL00 TAPCON E v Cr) _ ELCO TAPCON TTP. Hfi10 .MMB W/ 1.25'MMI. W. AT HEAD R SIDE'S MAX 0.25' :....•; BUCK Tt7 MASONRY /�/ 1 SWM SPACE , , 2 O e �MtRacx J °' sAw �FIIRRIAW: "•'. `/� MEf71NG W DRYNMLE ; h / CTR UNE 4Qx LSILICONE Z . 6 SVB-BUG1G 6� t ah v oz �f-7.•+••'. SK/CONEMAX�Ix5, +d Y• EXTERIOR N Y + SHIM • �. �o 170 x 2"PPH SAS" Tart //. F .••.^. %// TVP. HEAD& SIDES A SHEET METAL SCKW J _ ]/•"ELCO TA►CONiJO BlMX W/ 1.25'MW. EMB.2 1/4'x 3/1SIDE .uWRV ELCO TAPCO :i /}0 r 2'PPH TVP. SEE'NOTE 3 ;-r. StKET METAL SCREWLl1 0' !s:i M/1.33 MM. EMR.:�� tAMASONRY SILICONE CAULKZ4 STUCCO N3 2 1/4" , 3/161.25' SA]. O ELCO TAPCON, AT Q Y.`.'., •:r' d AWLUON SEE NOTE 3 ?a SILICONE CAULX NAI(. a25' INSNX 6TOOL r-I SHIM 3 \-APPLY A GENEROUS BEAD OF COMMERCIAL StNM CRAP[ CONSTRUC110H ADHESIVE TO THE SILICONE CA!" BACK OF THE FLANGE AROUND THE STIA;CO 1^ r 2' G PAL PERIMETER AS SHO . FURRIN WN MASONRY SWL • �. _" .:.�: sari 11 t 0 03 DAYWALE srxt N.T.S. Ln N N F: ow sr tJtt 1. AdjWt Tepeen orxhor locations• 7 n•cassory. b mvi toln a mrwnwn 2.0'cleoronce bran manor josh. (AIULLEO UNITS ONLVI 20•MPV. RW 2 The anchors 1.25"ane 2" from tho frame head C-Lrno ore Ihraugh the o,owlti q hrockeL 2 1/4'a 3/16'ELCO M•K,�: N 7APCON w/ 137s'ANN (MULLED Vw ONLT) . •y 3. The anchors 1.25' from Iht lromt sRl C-llne ore through tf•e mounlirq bracket. The oochors 6" EWA. SEE NOTE 3 � I 1/4'. 3/16'"w- FLC0 fL-T25 from the frame sill C-L!,,& we through th. home 0V �" 4 TAPCON W/ 125' MIN. EMB. von 4 tf Ln O y O ' N m 0 O m m L M E T � a 3 IL 0 54•MAX OVM4LL nWIME WIDTH 0- (MULLED UMtS ONLY) >` e -_p:_;.r-. .•r'�.••q. •;r,F...-.. 1 2 3/4•x 3/76- �'• ''• "+._ !.•':i S 6 1.25 F1cU LWtVI't M/ 1.375- 2.0- 2 3/4"■ 3/16' MM. EMB. SFE NOTE 3 EUW TAPCON, At t.2Q• MIN, 1 r 6 SU8-000Yt C� ..#.• WWON SEE MASONRY(ANTE( • 111 � Nprf 3 �-. Of s � 2 3/4'x 3/,6• 6. d 51ixo0 OR►wru SEF ir0'1E 1 ELCO WCON, O •' TTP. SEE NOTE 3 s" "PLNIQlE eft m LO(D •Z•.,'. 2 3/4• x 3/16• CALK 2B SWONE BULK E 1 d 1?S f ELGO TA-CON TYP, MAX 0.25" [E a Y • - HEAD B SIDES / HFAD JAMB SHIM SPACF TO MASONRY JJY 2 3/4-x 3/76' ELCO WCON WrEMOR / 3 -- 1P/ 7.25•MIN. fltH. {O t r 2 SAS)! TRACK .o / WaMG { M�E� ( / ORr1YALL 4� SILICONE CAULK A O �3 e�••��jYj MAX_ 0.25- ...�I �/ n / _ .•'i.`t... SFIR4 SIDE.AVB wy ,c'ti SASH TRACTS = ff I� � Q,c p 2 1/+1' r 3/16' :n' 3 1/4•x 3/16`ASN, ELCO TAPCON 6" ELCO TAPCON rya, SEE NOTE 3 J w/ 1.25' WN- EMD_ to SiL1CONE CAULK LL) ' G MASONRY STUCCO 2 1/4-x 3/16- 1.25• $ 3 PC 4 ELCO TAPCON, AT Stu � p MULLION(SEE NOTE 3 28 SILCONE CAULK ; r� ^"•': MAX. 0.25" MSrOE STOOL L SHIM t,y SILICONE CAULK STWU 3 APPLY A GENEROUS BFAD OF COWERCIAL ` ? : c CPADE CONSITU rVON ADHESIVE TO THE STUCCO I1'' 2 BACK OF THE FLANGE AROUND THE PEMASONRY Stl1, l'•' - .iir;; O FULL PERIMETER AS SHO". „ '. DRYWALL ra•11 I4 oT N-LS. cliN-'� (MULLED UNITS ONLY) Z.0•MfN. R MH 1 Whom instoltiny o window Mot is 36- 0r Mss in o—oll frame ridth, r1R7nnate tba insla9aGon of the -,c. 2 1/4' r 3/16- ' (MILLED UWT ONLY) R RIY N 2. Adjust Topeon anchor tocot,on^• it necoecory• to maintain a minrnv 2.0• clean-0 born mortor joint! ELCO TAPCON W/ 1.373• 2 1/4"x 3/16-MRII, b` ^+ 3. Th. onebars 1-25" !torn Is. r'ame C-Linc oro rl.rouyn rr.e .nm..nrr.y Drocket. th♦ rnclrars 6' ham the NMI. EAt1B. SEE NOTE 3 CLCD TAF=y FL-725 U7 frame C-Line ore through the r:rdow Fro-p. W/ 123• Am EMB. mcxr 3 or-�L O O p fU � V y A L N E Mar 30 2005 12: 24 WINDOWSDIRECT 9044938560 p. 6 } r iii N g rtFri It I �— �, - b �u o m' MIN, GLA55 THK. L5zo IQ 0 i -9Z.03Y' MAX. OVERALL HEIGHT FLAW[ TO FLANGE All MAX. .875' MIN. GLASS THN. P �, Y q a U a N n O m d O 1L5" MA7(. n D.LO. 90' WAX. OVERALL FRAME HEIGHT a' C' kh 0 N v N t D N 0 40 A'07 - - ILI o o ¢ N N y \ 4 N m Y G q PPfXIVI:f: i OR STLARLME 8500 W//mwogw�aww.;oWmY mim INC. -INGL£ de NVLLEO EXTRUDED xwP- tSN'YlAw.TL+aro Ip PAJIT OR ASSCMBIC: M.AN bwo N PM/oNMi" L*nMA y N — Owwdww a wl fww� Mi W3(a x! u BILL OF WTERHL 5 & y}� 12/80/03 WiND01T CROSS SEC�ONS VIO.A r.&VW*,vy Np:434" 9 10 9 95*d Wd 00:40L Dw!L SOCIVO&C OWC r Am.L pew:o.L sutgwol eauoyy:wojA Q LINE15!UDrrdICR OOII►. e e a I SILVER W DRIVE WON BRUNSM M W ONO2 PH. 732.435.1000 R `ani 1 8500 SERIES, WITH FLANGE � •= Mai . I �► EXTRUDED VINYL TILT DOUBLE HUNG WINDOW ; o SINGLE AND MULLED UNITS ' z S�•� 56.832" MAX. OVERALL WIDTH SEE GENERAL NOTE 4 FVR 4l I$ L OJ FLANGE TO FLANGE MA WUM OVERALL FRAME WIDTH 54' MAX. OVERALL 53.4T6 OV£RAL WIDTH FRAME WIDTH FLANGE 10 FRAME 50.128"MAX. SASH WIDTH O 52" MAX. OVERALL IPFRAME WIDTH 46' MAX. # GENERA NOTES l 48.125"MAX. t" MULL I. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE / SASH WIDTH SPACE 3;p WRH THE FLORIDA BUILVING CODE. 1 ; 2. PRODUCT ANCHORS SWILL BE AS USTED AND SPACED hi �Q g� $ZZZ AS SHOWN ON DETAILS. ANCTTOR EMUEDMENT TO BASE W "'x `' A tATEBAL SHALL BE BEYOND WALL DRESSATC OR STUCCO. _ �• /1 40 �� at,� D.LO- �� _ � + a Wa 3. WHEN THIS PRODUCT 5 USED IN ARFAS REOM#4G WWD90RNE DEBRIS PROTECTION, THEN THE APPROPRIATELY APPROVED X / W7� o= X �� X SHUTTERS FOR THE REGION ARE REQUIRED. 111 4. DOUBLE UNIT SHOWN IN ELEVATION ABOVE CAN BE X X CONnCURED IN ANXLTIPLE UNITS. SINGLE UNIT WIDTH 4Y o CAN NOT EXCEED 52" x 74" IN ANY CONnGLJRATfON. = 47.125"MAX. aS U o w n D.L.O. 0 �_min [ � O UhZ WW a p 15'x � III Q // 3 p 48.625' MAX 45.125" AGX. C7 50.625' MAX. SASH WIDTH SASH WIDTH D.L.O. L H 3 i i DESIGN PRESSURE RATINGS MULLED (PSF) OJERIUI SNGLE UNTT WIDTH 52' 48" 44 40' 36" 32" 211' 24" N DESIGN PRESSURE RATINGS SINGLES (PST) u 74" 25 2s 25 30 30 35 40 45 Z TABLE dF CONTENTS DESIGN PRESSURE RATING s 70' 30 30 30 35 35 40 45 45 aiL 111191113 (V SINGLE UNIT SIZE SHEET DESCRIPTION POWNE NEGATIVE j 65" 30 35 35 40 40 45 45 45 N.T.S. Rr TJH T A N NDT UP TO 54" x 90" +30,0 PSF -30.0 PSF BY 40 40 40 45 45 4$ 45 45 RW 2 w OF DOW CIPDSS UP TO 48' x 72" +40.0 PSF -40.0 PSF , S8" 45 4S 43 45 45 45 45 45 nwnc wo_ O 3 ANCHORING CROSS SECTIONS IX BUCX TO WONRY O 4 CRM XCMNS ZX BUCXTO �� UP TO 44" z 60" +45.0 P5F -45.0 PSF 54" 45 45 t5 t5 45 43 4S 45 FL-125 0i _ O I _ L N E PSR-3844 12350 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION - ----- LOCATION INFORMATION ----- ermit Number : 12350 14ress : 590 OCEAN BOULEVARD Permit Type:RE-ROOF ATLANTIC BEACH , FLORIDA 32233 'lass of Work:NEW -------- LEGAL DESCRIPTION ---------- Constr . Type :WOOD FRAME Block : Lot : Twp: 0 Proposed Use: SINGLE FAMILY Section: 0 Subd: Rng: ^ Dwellings : 0 Subdivision: Est . Value : 0 .00, I�prov. Cost : 4 , 400 .00 Total Fe 25 . 00 - TION --- �-�-� --- APPLICATION FEES --------- �e v'attilPr x u7A'I`ER IMPACT FEE 25 . 00 'dor 5 ° `< EVARD -$ B FLORIDA A Phone( 0 --- C RA�g R 9" FORMAT I la e . MOIL HAN _PINGrd4e° JACKSON �� FL 32225 T;, : 734f #a` Exp' l NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" } ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SRWQT@T¢}PEjVOCAT0NM0 - VIOLATION OF APPLICABLE PROVISIONS OF LAW. CASH ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ALANTIC BEACH ROOFING PERMIT APPLICATION Owner(s) : M �Rnl � e � Address: 501 D CJ eo., 21y d Phone Lot , Block or unit # Subdivision: Contractor : P-)n nCG -C' r, Roo L o-z Address : H '-CI SG 1 � YDrn s � City, State and Zip JCtiCk Phone ZZ ) -GC)S C State License Describe work to be performed: R P—`a e C- J Valuation of Proposed Construction: TL1ON C Materials to be used: cv-, i iLAY"-0 r� Signature of Owner; Signature of Contractor' Liability Insurance Supplied Workers Compensation Insurance Supplied License Information i CITY OF ATLANTIC BEACH, FLORIDA f ' Approved by APPLICATION FOR ELECTRICAL PERMIT G TO THE CHIEF ELECTRICAL INSPECTOR: DATE: L �' 1913 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. rbc?/ ' ELECTRICAL FIRM: 41YAASTEil ELE RICIAN SIGNATURE NAME '� °� ADDRESS: `�O �'.��� �2' /tom%'�� RFD BOX BLDG.SIZE B. BETWEEN: RES.(t ) APT. ( 1 comm. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW ( 1 OLD ( 1 REW. ( 1 ADDITION 1 ) TRAILER ( 1 TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW( 1 INCREASE ICY" REPAIR ( 1 FEE CONDUCTOR SIZE �J'f�J AMPS COPPER ( 1 ALUM. SWITCH OR BREAKER PH W OLT -RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE I NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA NO. lKVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN '— FORWARDED TOTAL FEES DEPARTMENT OF BUILDING FOR OFFICE USE ONLY CITY OF ATLANTIC BEACH, FLORIDA Date 19 ----------- Permit # e $ `apa Application for Permit Valuation $ �0 for ' sc. Alterations House #,.��G7 CtaP G�'✓t/ Cand Repairs DESCRIBE. ---- (state�if to repair, alter, add to or move building, erect awnings or signs, etc. ) Building on. Lot Blk No. Sub.Div. Address Valuation $ � Owner's Name `/~ BUILDINGS & OCCUPANCY Building Use - Residential or Business What Plumbing work to be done? Size of Present Bldg . Size of Extension Lot size Material of Roof No. of stories now after altered Material of Present Building Material of Extension PLANS MUST BE SUBMITTED HEREWITH SIGNS Size Classification (state whether ground, roof, wall, projecting banner) Material of Construction Illuminated? Type of illumination (State whether lamps or neon) Will sign be over public property? SUBMIT DRAWING SHOWING CONSTRUCTION OF SIGN AND METHOD OF HANGING WRITE ADDITIONAL INFORMATION BELOW (For canvas awnings provide dimensioned drawing on reserve side) COMPLETED — nnrr .111 N IMPORTANT NOTICE.- In OTICE.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. southern Standard Building Code) Signature of Builder or Owner Address Phone DEPARTMENT OF BUILDING FOR OFFICE USE ONLY CITY OF ATLANTIC BEACH, FLORIDA Date !19 ----------- Permit # Fee $ Application for Permit Valuation $ for Misc. Alterations House # and Repairs DESCRIBE.- (stateifto repair, alter, add to or move building, erect awnings or signs. etc. ) Building ono Lot No. Blk No. Sub.Div. Address Valuation $ Owner's Name L 1 BUILDINGS & OCCUPANCY Buildina Use - Residential or Business What Plumbing work to be done'= Size of Present Bldr. Size of Extension Lot size Material of Roof No. of stories now after altered Material of Present Building _Material of Extension PLANS MUST BE SUBMITTED HEREWITH SIGNS Size Classification (state whether ground, roof, wall, projecting banner) Material of Construction Illuminated? Type of illumination (State whether lamps or neon) Will sign be over public property? SUBMIT DRA14ING SHOWING CONSTRUCTION OF SIGN AND METHOD OF HANGING WRITE ADDITIONAL INFORMATION BELOW (For canvas awnings provide dimensioned drawing on reserve side) IMPORTANT NOTICE.- 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. (3outhern Standard Building Code) Signature of Builder or Owne Address Phone DEPARTMENT OF BUILDING FOR OFFICE USE ONLY CITY OF ATLANTIC BEACH, FLORIDA Date d-1 19,71 Permit # dy Fee $ Application for Permit for Valuation $ 0-1HOUSE # ' Miscellaneous Alterations, and Repairs DESC1 BE (State if to repair, alter, add to or move building, erect wrings, signs,/ etc. ) Building on: Lot No. 6 B k No. (, Sub.Div. Address a Valuation $—J, -- / Owner ' s Name BUILDINGS AND Of UPPr�TCY X u Building Use - Residential or Bus' ness �S� Q�1 , What Plumbing work to be done? µ .� Size of Present Bldg. Size of Extension Lot Si ,e No. of stories now, after alteredj. A- Material of roof Material of Present Building ",&. iMaterial of Extension NECESSR,RY PLANS TO BE SUBMITTED HEREWITH OIL BURNER OR GASOLINE EQUIPMENT Name of Oil Burner or Gasoline Pump Type or Model Name and Address of Manufacturer In connection herewith, application is also made to install: gal. capacity tank (s) made by of gagge metal _ ground. (Name of Manufacturer) iUnr�. or. Above) (Ur( er-C- 'r Above) of building. For (Inside or utsie (Name of Purchaser) FURNISH DRAWING SHOWING ENTIRE LAYOUT ON REVERSE SIDE OF THIS BLANK SIGNS Size Classification (State whether ground, roof, wall, projecting,15 er) Material of Construction Illuminated? Type of illumination tate ;khether Lamps or Neon Will sign be over public property? SUBMIT DRAWING SHOWING CONSTRUCTION OF SIGN AND METHOD OF HANGING WRITE ADDITIONAL INFORMATION BELOW (For canvas avnings provide dimensioned drawing on r verse side) MPL.ETIZ 04 IMPORTANT NOTICE- DAT 1 t In consideration of permit given for doi.n drk 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. (Souther StandardB ' ldi Code) . �[y( 1/ Signature of Builder or Owner _ d/ 1e�2,��/c l Address_- - Phone Phone No.