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Permit 380 12th Street~. /,, f" ~ ~; %J` = ~ ~~1 CITY OF ATLANTIC BEACH ,_. ~ 1 ~1 ~ S00 SEMINOLE ROAD ~~_ ~ ~_`=' ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 y~`rl I ~ i ~,j~' ` Application Number 06-00032134 Date 2/10/06 Property Address 380 12TH ST Tenant nbr, name REPLACE WINDOWS W/ OSB Application description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning TO BE UPDATED Application valuation 6140 Owner Contractor ------------------------ NEWELL,JR., MCFADDEN A AMERICAN WINDOW PRODUCTS P.O. BOX 464 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731-2247 Permit BUILDING PERMIT Additional desc . Permit Fee 65.00 Plan Check Fee 32.50 Issue Date Valuation 6140 Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged Paid ---------- ---------- 65.00 65.00 32.50 32.50 97.50 97.50 Credited Due ---------- ---------- .00 .00 .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CTI'Y OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL =s ~~' ~' "~~, CITY OF A'~:'LANTI~ BEACH ^~' `~5,'j~, BUILDING / ZC~'NING DEPARTMENT '~,' • -~ ~_,'J 800 Seminole Road `~ ~ Atlantic Beach, Florida 32233 -------'"! ~~ (904) 247-5800 r i ~, f_ ~ ~; ~i --` (904) 247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # _~Q" ,~~i ~ ~~" Property Address: c~: D. For iggins Applicant: Project: This permit application has been: Approved ~ Reviewed and the following items need attention: ~~ ~ ~ N,pG Please re-submit your application when these items have been completed. Reviewed By: V~ Date: 2',~0{~ Date Contractor Notified: ---__ _ ~..~ .~. ,..>_. V ';~~ ~ +~ ~~-~~ w~~ .~ CITY OF ATLANTIC BEACH ~VINDOW3, SKYLIGHTS, GARAGE DOORS, E[URRICANE SHUTTERS .., Please submit (2) complete ~ of plena w-iffi applicatipn. Job Address: ~ ~ ~ , ~~ C ' ~`' ~ ~ Owner. ~ c ~z~C~_ Address: Legal Description: Block Number. ~ Lot Number: ~ Zoning/Distric~ c-1 Contractor: AMERICAN WINDOW State License Number: GEC (2`~,~ ~© 1 PRODUCTS, INC. •-'+ ~ ~ _ Z ~ ~ '~ Address: _ 2~~3 pnwrrAC syE Phone: ~1 1 City: JACKSONVILLE, FL 32207 State: Zip: Fax: , l ~1 ~ ~ ~ 2~ Describe ~oposed use and work to be done: Present use of land or buildmg{s): ~~~ ~ Q Valuation of proposed construction: ~(?~ =- ` / Is approval of Homeowner's Association or other private entity required? 1'~ a If yes, Please submit with this application. Required Bnildiag Data: ~ J ~ Meaa Roof Height ~{ft) Ba~liag wxiri ~ 5 (ft) Balding I~gth '~ (lit) Roof Slope f~ ~1 ~- Wiadow Height ~ ~ fj ~ {ft) Wiadorv width ~• ~' ' ~~ ~ (ft) ! ~ Window Elevation fig Grade,]~~_(R) Meaaarement from corner of building to window ~ _ y~ /~'/~ft) Number of wiusdaws berg installed ~- He.. x~ta~ht /~-,. 800 Seeeiode Road • Athtstic Bench, Plorula 32233-5445 Phone: (904) Z47-5800 • Fsz: (904) 247-5&45 • httn:/twnrw.ci.at~ntic 6each_A_nc ~: 2 1 ~co ___ Procedure: In order to ezpedite issuance of permits provide all infornration~s aanroDrirtte. Incomplete applications mby result in delay in issuance of permit. In addition to the building data, the following iaformatiou is required: 1. Mannfactnrer's Test Report with Uniform Strnctaral Load (psf) 2. InataUation Procedures 3. Window Deseriptioe/T`ype 4. Game Uoor Descriptioe/Type 5. Sltylights DescriptionlType 6. Iiarridtae Shatter Descriptiod'L`yPe 7. Elevation View of Window Locations I hereby ctrtify that all information provided with this applic~dion is correct. 2~~ Olo SignaAue of Owner. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority >au violate or cancel the provisions of any federal, mate or local Hiles, regulations, ordinances, or laws in any miner, i~h-diag the governing of coreirudion or the perfornoance of won of the proptrty. I under.~d that the issvsr-ce of this permit is txmtingent anon the above information being tore and oomect and that the plans and supporting data have been or shall be provided as noquittd. Signature of Contractor: ~" "' ` Date: ~ 1 Address and contact information of person to receive all correspondence regarding this application (please pritrt). Name: Telephone• .~~ Fax: E-Mail: AS TO OWNER ` ~'I Sworn to and subscribed before me this l J'I day of [`~ ~'~ , 24 oY-~. State of Florida, County of Duval d ~~,,/~ aotPar aye c 6£TTY FEEDER ~-'` ~"" ~'~ Notary's Signature: -~- ~. ,~ * MY COMMISSION # DD 239510 EXPIRES: December 7, 2007 ~ ersonally known NT"TSOF F~c~~F bonded Thru Budget Notary Services Pt'Oduced Identification Type of identification prodtmed Sworn to and suhscn'bed before AS TO CONTRACTOR ~~ ~~ me this State of Florida, County of Duval r°,P,:~'P:'B~ E3ETTY FEEDER * * MY CDMMISSION # DD 239510 EXPIRES: December 7, 2C07 ~'grFOF Fco~\OP Bonded Thru Budget Notary Services ~. Mailing Address: day of ,20QCd Notary's Signature: -~, ~~~~ --.~ p''Persanally larown 1'IOduced identification Type of identification produced Page 1 of 2 r err ~rr ~r Overview Product Search Organization Product Sogrrh p~,nlir?4jnn User: Public User -Not Associated with Organization - Application #: FL747-R1 Date Submitted: 10/14/2005 Code Version: 2004 Product Manufacturer: Gorell Enterprises Inc. Address/Phone/email: 1380 Wayne Ave. Indiana, PA 15701 (724)465-1839 Category: Subcategory: Evaluation Method: Referenced Standards from the Florida Building Code: Certification Agency: Quality Assurance Entity: Validation Entity: Need Help ? Windows Double Hung Certification Mark or Listing Section Standard Year 1703.5* 1714.5.2.1 * 17 ANSI/AAMA/WDMA 2004 101/I.S.2-97 Keystone Certifications, Inc. Authorized Signature: Richard Gibson rgibson@gorel l .com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: PTID_747_R1_ I_G5155 50 CAR.pdf PTID_747_R]_ I_G5155 CAR.pdf PTID_747_R1_ I_G5305 30 CAR.pdf R1_ PTID 747 I_G5305 55 CAR.pdf _ _ PTID_747_R1_ I_GSVDH=1 50 CAR.pdf PTID_747_R1_ I_GSVDH-1 CAR.pdf PT1D 747 RI I_GSVDH-2 CAR.pdf _ _ _ PTID 747 R1 i_P5100 fastener det.pdf _ _ _ PTID 747 RI I P5305 fastener det.pdf Product Approval Method: Method 1 Option A http://www.floridabuilding.org/pr/pr_detl.asp?IPT=747&RV=1 &fm=ROSrch 2/1/2006 Florida Building Code Online Application Status: Approved Date Validated: 11/16/2005 Date Approved: 12/06/2005 Date Certified to the 2004 Code: Page: ' Ga Page 1 I 1 pp/Seq Product Model # or Model Limits of Use # Name Descri tion 747 1 G5115 Double hung G5115 R40@44x60 . re lacement R50 32x54w/Mod sill 747 2 G5155 Double hung G5155 R40@44x60 . re lacement R50 32x54w/Mod sill 747 3 G5195 Double hung G5195 R40@44x60 . re lacement R50 32x54w/Mod sill 747 4 G5265 Double hung G5265 R40@44x60 . re lacement R50 32x54w/Mod sill 747 5 G5275 Double hung G5275 R40@44x60 . re lacement R50 32x54w/Mod sill Double hung G5305 R55@44 x60 747.6 G5305 replacement R30@54x77 ASTM1887 im act level C 44 x 60 Vinyl Double GSVDH R20@44x60 747.7 GSVDH hung new R50@32x54Mod Sill construction Vinyl Twin 747.8 GSVDH-2 Double hung new GSVDH-2 R20@44x60 construction -Next Y+~rgl~igw ~1k0~l~ed Copyright and Disclaimer ; ©2000 The State of Florida. All rights reserved. vee~rr- tT2•~' Page 2 of 2 http://www.floridabuilding.org/pr/pr_detl.asp?IPT=747&RV=1&fm=ROSrch 2/1/2006 PERFORIvIANCE TEST REPORT GORELL MODEL G515~ TILT DOUBLE HUNG WINDOW I-I-RS 0 (DOWNSIZE) FOR GORELL ENTERPRISES, INC 1380 WAYNE AVE BUILDING PLANS EXAMINER INDIANA, PA 15701 REVIEWED FOR CODE COMPLIl~NC~r Project No, T106-O1 KEEP THIS PLAN ON JO~s 1i22ioi MAY 1 3 2003 Building & Zoning Inspectio ~ •Jax,, ; _ Exr! miner Signature License No. I DANIEL, G. FARAggUGH, P.t:, 255 Saunders StatJon Rd. I Traffob, PA 15085 (412) 373.9238 ~~ ~ ~ ,, C~~ ' Keystone Commons • 515 Braddock Avenue • Turtle Creek, PA 15145 ~ ~ ~ v3 (412) 824-3316 • FAX (412) 824-3367 Project No. T106-O1 Report Date: January 22, 2001 PERFORMANCE TEST REPORT Manufacturer: ' GORELL ENTERPRISES, INC 1380 WAYNE AVE INDIANA. PA 15701 Product Identification Product Type: Double Hung Window Series/Ivlodel #: G51 ~5 Pa~,e 1 o f ~ Specification: AAI~/IA/NWWDA 101/I.S.2-97 Designation: H-RSO DOWNSIZE (32" X 5~") AAi~1A/NWWDA 101/I.S.?-97 GRADE 50 Test Reference: See Test Report N~o. ETC-98-155-6330-0 (dated: 1/13/99) by ETC Laboratories for full size test report. Product Description: Attached Test Results: Test Equipment: Testing Date: Attached FET 11 /27/00 Detailed assembly drawings showing wall thickness of all members, corner construction and hardware application are on file and have been compared to the sample submitted. A copy of this report and test sample will be retained at FET for a period of 4 years. The results obtained apply only to the specimen tested. No conclusions of any kind• regarding the adequacy or inadequacy of the glass in the test specimen may be drawn form this test. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the referenced specification. Tlus report does not constitute certification of this product, which may only be granted by the certification program administrator. Prepared, y: Approved by: Paul G. Farab gh Patrick arabau E Project No. T106-O1 Product Description Page 2 of 4 General: Test sample was comprised of Gorell Model "G5155" Tilt Double Hung Vinyl Prime, one- over-one (tilt loading type) double hung window, with an overall master frame size measuring 32" wide X 54" high X 3-112" wide. The bottom sash measured 29-7/16" wide X 26-11/lb" high overall. The top sash measured 28-11/16" wide X 25-7/8" high overall. The frame corners were of welded mitered with one screw in bottom corners construction. The sash corners were of welded mitered type corner construction. Bottom sash had an exterior screen (28-3/4" w x 26-13/16" h). A sill riser was pressure fitted and silicone was added for the attachment to the sill. A '/4" spacer block was at the corners of the sill located near the corners of the bottom sash. Weather-stripping: Single strips of center fin pile seal (0.187" w x 0.23" h) at side face and exterior face of both sashes stile's. Single strips of center fin pile seal (0.187" w x 0.23" h) at head enclosure and at exterior face of the top rails of both sashes. Single strip of bulb seal (0.187" w x 0.30" dig) at bottom of the bottom rail of the bottom sash. Single strip of foam filled vinyl interlocking weatherstrip on keeper rail of the top sash. Single strip of pile seal (0.187"w x 0.3 ~"h) at interior face of the top rail of the screen. 7 Operators and Other Hardware: Each sash had two sets of constant force balance shoes, one per jamb. One cam-type sweep lock was attached'to the center of the bottom sash meeting rail with keeper on top sash meeting rail. One plastic tilt latch with thumb actuator was housed at each end of the top rail and interior meeting rail of the bottom sash. One die-cast pivot bar was fastened with (1) screw at each end of the bottom horizontal rails of the top and bottom sash. Glazing System: Each sash was exterior drop glazed with 0.85" thick insulated glass using double-sided foam glazing tape. The sash utilized two (0.09") thick clear annealed glass lites with a 0.67" continuous metal spacer. An exterior snap-in single leaf dual durometer rigid vinyl-g1_azing bead secured the glass. Weep Holes: w Two (3!8" x 3/32") weep slots were located on the bottom side of the bottom sash horizontal rail, one 1-1/4" from each end. Two (3/8" x 3132") weep slots were located on the glazing track of the bottom sash bottom rail, one 1-114" from each end. Two (1/4" x 3/32") weep slots were located on the bottom side of the top sash horizontal rail, one 2- l/4" from each end. Four (1/4" x 3/32") weep slots were located on the glazing track of the top sash bottom rail, two at 1-1 /2" and two at 1-3/4" from each end. The frame sill was a sloped sill. Three (1/4" dig) weep holes were located on the bottom rail of the screen, one 2-112" from each end and one in the center. n e Project No. T106-O1 Page 3 of 4 Sealant: Silicone sealant was used at exterior perimeter of frame to buck intersection Anchorage: A 1/2" wide x 1/2" deep wood furring strip were located around the perimeter of the exterior and interior side of the frame. The (finishing) nail pattern for the interior furring strip was 6~' on center (nominal) and for the exterior furring strip the nail pattern was 12" on the jambs side and 6" on the header and sill. GORELL "G5155" DOUBLE HUNG WINDOW Test Results aragraph EYi U N9 ~'nl `~'~? ~UII-A~Nf~ pL~AN~ ~ ~£,.-~T. t"F r , Test Title / Test Res~I'~~ ~llo Referenced Test Method CODE ~%t~~`li ~~~ ~~ `~ ~ J J0~ KEEP "n'~S NI.AN 0`v Gateway Perrormance Requirements AY 1 ;~ LUU3 M 2.1.2 Air Infiltration Test , ~,~~,,,,,,,,,,, ~w-Jax., FL, Building & ~ ,,,,,b (ASTM E-283-91) @ 1.57 psf 0.13--~~~ature ~ c s E '" The test specimen meets the performance~;~~l{~~sr~peci ied ' .._--~---------'- AA11~IA/NWWDA 101/1.5.2-97 for Air Infiltration. 2.1.3 Water Resistance Test (ASTM E547-96) @ 2.86 psf (with & without No penetration No penetration screen) 2.1.4.2 Uniform Load Structural Test (see optional performance results) 2.1.7 Welded Corner Test Meets As Stated 2.1.8 Forced Entry Resistance (ASTM F588-97) Performance Level 10 Type A (Section 10) Sec. 10.1 Lock Manipulation Test No Failure As Stated Sec. 10.2.1.1 Test Al No Failure As Stated Sec. 10.2.1.2 Test A2 No Failure As Stated Sec. 10.2.1.3 Test A3 No Failure As Stated Sec. 10.2.1.4 Test A4 No Failure As Stated Sec. 10.2.1.5 Test A~ No Failure As Stated Sec. 10.2.1.6 Test A6 No Failure As Stated 1 Sec. 10.2.1.7 Test A7 No Failure As Stated Sec. 10.2.1.8 Lock Manipulation No Failure As Stated 1 1 1 1 1 i 1 1 Project No. T106-O1 Page 4 of =1 GORELL "G5155" DOUBLE HUNG WINDOW Test Results (cont,) Paragraph Test Title / Test Results Allowable Referenced Test Method 2.2.1.6.1 Operating Force Test top sash 10 lb up, 11 lb do 30 Ib bottom sash 11 1b up, 12 ib do 30 lb Specific Window Per{ormance Results 2.2.1.6.2 Deglazing Test (ASTM E987-88, Method B) Top sash left stile @ 50 lbf 12 % <100% right stile @ 50 lbf ~ 12 % <100% top rail @ 70 lbf 12 % <100% bottom rail @ 70 lbf 12% <100% Bottom sash left stile @ 50 lbf 12 % <100% right stile @ SO lbf 12 % <100% top rail @ 70 lbf 12 % <144% bottom rail @ 70 lbf 12 % <104% Optional Performance Results ~.3 Water Resistance Test (ASTM E547-96) @ 7.50 psf (with & without No penetration No penetration screen) 4.4.2 Uniform Load Structural Test (ASTM E-330-97) (0.4%~) @ 75 psf positive 0,040" * 0.118" @ 75 psf negative 0.052" * 0.118" * -Maximum Deflections. ~ ~' '~~ ' ~'~'~' ~ x,~rk, '~r~., rl~~ '~ ikt "e~, "f s', e~ ~ v ~' % rN `` ` a~+ f+*~ y,~ >~ , ~rk " ? 4 y r, ` s~~j "~ ~ r ~ , ~ ''~ _ ~ ' 1 t ~ r~ '~` _ ~ ®UftC)I~NC^IPL~iPNi ~-v1KwPt~la~ ~ ~ RE,~~I F ~~,' ~ `~~~ ~' ~~~ ~ ~ :;! r .~' ~1`t ~ ~ 1/- ( r S ( ~, ~j A (~ .. ~1-Y'~~ \.141 Y'A~k:~ ~ , R ~` ~1~'i`. ~~ ~ -r1"• " '~,4i - .J .. . ~ . ,. K~~'P T"H1~ i<5~.:~tiV .'fir }.?,`, 't f~~l` 1 ~ f (i(,~ .i. , ~. , -Y, ~ Bui~d1f1g8,Zapir~g 1i15j1(l;tiuii ~.~i'V'~,.Y ?.._ j ~, y _ INEERIN(~ AND ~~ ~; . ~ Exarn~ne~"r" Q 1~1Ci',~1NGP----- ~ Licansa Np :~ `5 ~ ' ~ - - ~ r~ ~;. .. ~f n CONCRETE ^ ~ ANCHOR s, ~'~ ~ "~1~• ~~ +s~.i?~ , : r , ~ ~~:: r~ "4't' i~• J!~iuM'~'r i OR .: LU.SONRY OPENING ti T '' E ' :1 , 9'4 tl;, ~ { : ;vu.. ,, CAULK # SECURE `: L) SHIP AS REOUIREb' AY 'EACH 1NSTALUTION ANCHOR AS SHOWN W Q +;I ~ ~r`~ , - , ITH LOAD BUCK TO MASONRY BEARING SHIM, AS DESIGNED BY OTHERS. OPENING. AS DE- 2.) ANCHOR MUST BE OF SUFFK;IENT LENGTH TO PROVIDE 1 ' ' i > } ; ,, ~ ~ 1/4 EMBEDMENT SIGNED BY OTHERS, J - OTHERS. ~EEN, WINDOW FLANGES k BVCK ANO CAU ~.' ~) Fw ND E ~, LK FULL PERIMETER O O M ~, ~, 4) µCHOR SPACING SFIALL NOT EXCEED 12 OC, S. CUSS THICKNESS WILL VARY WITH WINDOW SIZE Ec DESIG `~y r ' . ' PERIMETER CAULK, , N LOAD, µ0 MUST COMPLY WITH ASTM-E1300. ~ ~ 6,) SEE APPUCABLJ: CHART FOR DESIGN LOAD CONCR T T ;~ '"' Y ;; ~o~: BY'OTHERS. ALSO. ~: BETWEEN FLANGE AILS. E DE E OR ` 1' SHIM J2' mox ANCHOR MASONRY OPENING. ~:z ` 'r' t BUCK, -"-'-'-~ INSIDE. DIMENSION ~ R '•` ,. , ~ ~ 1' SHIM '. WOOD BUCK Ic ANCHORAGE. BY OTHERS ' Y : r H A W000 BUCK k ANCHORAGE, ~' BY OTHERS ~' , ~ f - ~ - ~ ~ ANCHORS IN PAIRS ¢ j~ {s ~ . ~ .-J VSE SHEAR PADS O ~ SW.. ANCHORS ARE x 7 SECURELY µCHOR WINDOW UNIT TO 2 X ~ ~;; ," ;. NOT PERMISSABLE THRU y 8 BUCK. ANCHOR EMBEDMENT. MUST BE ~, ~ t 1 1/4 ~ - . .'-`• - WWOOW FRAMES, . ~, I~+ ~ I CAUUC BET WEEN FLANGE do BUCK ;; ~,`:. EXTERIOR DIMENSIONRIMETER CAULK ANCHORS TO WITHIN < 6` EXT~~ ;n - _ OF FRAME CORNERS ~A A A ..~ . CAULK BETWEEN ,q ,... _ BUCK k OPENING ~' ~ ' .. S~ - ii Y ' A A (DENOTES TO ANCHOR) i ' ~" PERIMETER CN.1LK. ,~>. r, BY OTHERS. STOOL, 8Y OTHERS A A 1~ ~ f' ' _ V ; . d .Q J C MAX. STRUCTURAL TEST PRESSURE 82.3 PSF. d ~ A A pRELL EN 7ERPRISES,IN~,,,"^,,;,, ~ ' >te.~ n,'LL svaow. o :. S ;• _ PRE-CAST SILL BY OTHERS .. A A A vs,r CAULK BETWEEN FLANGE do PRE-CAST •`' '''~S ~ } ~ . , . SILL, Tmc MODEL 5155 INSTALLATION ~- 10. EXTERIOR ELEVATION ~tE' ~;1, ~ FASTENER DETAIL S1S5 IFD .. ~y ,F' `kj ~ , „ ~ 1 1 1'19: `~~' • 1 1 ~ 1~ "~, , ~ ' ' ` 41 ~ ., ~ ~~ t ~~ x ~~ r DANIEL G. FARABAUGH, P E ~ ~ ,}~' ~,~', R ^^ . . , `~ ~_ ~ S~aundeR Staflon Rd . ` ` Trafford PA 15085 ~, { R ~. .~ ~ , , • ~ ~; (412) 373,9238 ~ ~,- I , Florida Building Code Online .-~ ~: ~ i ~ ~ ;,~ I r r } ~.® r t / r~ r ~r r ~a r ~ r- ~ Overview Product Search Qrganization Product Cnarnh Ar,r.lirafjn~ t User: Public User -Not Associated with Organization - Need Help ? Application #: FL749-RI Date Submitted: 10/14/2005 Code Version: 2004 Product Manufacturer: Gorell Enterprises Inc. Address/Phone/email: 1380 Wayne Ave. Indiana, PA 15701 (724) 465-1839 Category: Windows Subcategory: Fixed Evaluation Method: Certification Mark or Listing Referenced Standards from the Section Standard Year Florida Building Code: 1703.5 * 1714.5.2.1 * 17 ANSI\AAMA\WDMA 2004 101 LS. 2-97 Certification Agency: Keystone Certifications, Inc. Quality Assurance Entity: Validation Entity: Authorized Signature: Richard Gibson rgibson@gorell.com I_G5151 25 CAR.pdf I G5151 fastener det.pdf I_G5301 45 CAR.pdf I_G530I 50 CAR.pdf I P5301 fastener det.pdf Product Approval Method: Method 1 Option A Evaluation/Test Reports Uploaded: Installation Documents Uploaded: PTID_749_R1 PTI D_749_R 1 PTLD_749_R 1 PTID_749_R1 PTID_749_RI Application Status: Approved Date Validated: 11/30/2005 http://www.floridabuilding.org/pr/pr_detl.asp?IPT=749&RV=1 &fm=ROSrch Page 1 of 2 2/1/2006 Florida Building Code Online ' Date Approved: 12/06/2005 Date Certified to the 2004 Code: Page: ' GO Page 1 11 pp/Seq Product Model # or Model # Name Descri tion Limits of Use 749.1 G5151 G5251 Fixed lite G5151 G5251 F-R25 @ re lacement 72 x 72 49.2 G5191 G 5291 Fixed lite G5191 G 5291 F-R25 @ re lacement 72 x72 749.3 5201 Fixed lite re lacement G5201 F-R25 @ 72x72 749.4 G5261 Fixed lite re lacement G5261 F-R25 @ 72 x72 749.5 G5271 Fixed lite re lacement G5271 F-R25 @ 72 x 72 749.6 G5301 Fixed lite G5301 F-C50 @ 48 x 48 re lacement F-C45 72 x 80 Next V+Iri51! Co n ht and Disclaimer ; ©2000 The State of Florida. All rights reserved. S+rrku#+Ad PY 9 ae~~rv- http://www.floridabuilding.org/pr/pr_detl.asp?IPT=749&RV=1 &fm=ROSrch ~M Page 2 of 2 2/1/2006 A 101/I.S.2-97 TEST REPORT SUMIVIARY Rendered to: GORELL ENTERPRISES, INCORPORATED SERIES/MODEL: 515115161/5171/5191 `/ TYPE: PVC Fibed'VVindow Title of Test Results Ratin F-C35 60 h 60 Overall Desi Pressure 35 sf Air Infiltration 0.05 cfin/ft Water Resistance 5.25 sf Structural Test Pressure +_52.5 sf Forced Ent Resistance Grade 40 Reference should be made to Report No. 01-39048.01 for complete test specimen description and data. For AR HITECTUR.AL TESTING, INC. - Adam Fodor, Technician AF:nlb Architectural Testing .~J A.4MAINWR'DA 101/I.S.2-97 TEST REPORT Rendered to: GORELL ENTERPRISES, INCORPORATED 1380 Wayne Avenue Indiana, Pennsylvania 15701 Report No: 01-39048.01 Test Date: 03/12/01 Report Date: 04/11/01 Expiration Date: 03/12/05 Project Summary: Architectural Testing, Inc. (ATI) was contracted to perform tests on a Series/Mode15151/5161/5171/5191, PVC fixed windov~~. The sample tested successfully met the performance requirements for a F-C35 60 x 60 rating. Test specimen description and results are reported herein. Test Specification: The test specimen was evaluated in accordance ~~ith A.~.~~L:A/I~~~4~TJDA 101/LS.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood T~T'indows and Glass Doors. Test Specimen Description: Series/A'Iodel: 5151/5161/5171 /5191 Type: PVC Fixed Window Overall Size: 5' 0" wide by 5' 0" high Fixed Daylight Opening Size: 4' S-1/8" wide by 4' S-1/8" high Finish: All PVC was painted white. Glazing Details: The fixed panel utilized a 7/8" thick sealed insulating glass unit fabricated from two sheets of 1/8" thick clear annealed glass and a spacer system. The insulating glass was exterior glazed onto double-sided adhesive foam tape and secured v~~ith PVC glazing beads. 130 Derry Court York, PA 17402.9405 phone: 717.764.7700 fax; 717.764.4129 www.testati.corn 01-39048.01 Page 2 of 4 Test Specimen Description: ~'~'eath erstripp in g: Description 0.250" high by 0.187" backed polypile with center fin 0.250" high by 0.187" backed polypile with center fin uantit Location 2 Rows Perimeter of fixed panel 1 Row Perimeter of frame Frame Construction: The frame was constructed of extruded PVC members v~~ith mitered and welded corners. The frame utilized extruded PVC panel adapters around the interior perimeter of the window. Panel Construction: The fixed panel was constructed of extruded PVC members with mitered and welded corners. Drainage: Description uanti Location 3/8" wide by 3/32" 4 Two in each end of the bottom rail deep weepslot draining the glazing channel 3/4" wide by 1/4" 4 One in each end of the exterior sill deep weepslot pocket draining the pocket into the exterior sill hollow; one in each end of sill face draining the exterior sill hollow Reinforcement: No reinforcement was utilized. Installation: The test unit was installed into the 2" x 8" wood test buck with wooden blind stops. The stops were fastened to the buck with 1-1/2" long brads. The interior and exterior perimeter of the test unit was sealed to the test buck with silicone. a . 01-39048.01 ' ~ Page 3 of 4 Test Results: The results are tabulated as follows: Paragraph Title of Test -Test Method Results Allowed 2.1.2 Air Infiltration per ASTM E 283 (See Note #1) @ 1.57 psf (25 mph) 0.05 cfrn/ft2 0.3 cfin/ftZ max. 1Vote #1: The tested specimen meets (or exceeds) the peg formance levels specified in AAMA/NWWDA 101/LS 2-97 for air infiltration. 2.1.3 Water Resistance per ASTM E 547 WTP = 4.5 psf No leakage No leakage 2.1.4.2 Uniform Load Structural per ASTM E 330 (See Note #2) See "Optional Performance Note #2: 77ze client opted to stmt at a higher load than required for the minimum rating as reported under "Optional Pei formance "paragraph 4.4.2. 2.1.7 Welded Corner Meets as stated Meets as stated 2.1.8 Forced Entry Resistance per ASTM F 588-97 Type: D Grade: 40 Hand Manipulation Test No entry Optional Performance 4.3 Water Resistance per ASTM E 547 WTP = 5.25 psf No leakage 4.4.2 Uniform Load Structural per ASTM E 330 (measurements reported were taken on the top rail) @ 52.5 psf (exterior) 0.01" @ 52.5 psf (interior) <0.01" No entry No leakage 0.22" max. 0.22" max. 01-39048A1 . ~ Page 4 of 4 Representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. This report is the exclusive property of the client so named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. For ARCHITECTURAL TESTING, INC: Adam Fodor Technician ~L David G. Moyer, Vice,Prresi~ Director of Testing Services AF:nib 01-39048.01 DOCUMENT CONTROL ADDENDUM #01-39048.00 Current Issue Date: 04/11/01 Report No.: 01-39048.01 Requested by: Rich Gibson, Gorrel Enterprises, Incorporated Purpose: AAMA/NWWDA 101/I.S.2-97 testing of Series/Model 5151/5161/5171/5191, PVC fixed window. Issued Date: 04/11/01 Comments: y ~ ~. ~~ R ~J D N N •~ S in ~ C'3 O ZGp~ ~^ ~Z~ Q p O f~'1ZZsml N,Zr p s~N ~ ~ ~z ~+° -C .~ Z ~~ D ~ t~/1 N Z ~, m N "' n O~ .P J~ D~ n tP '' ~ p n O~ p~ Z ~ O~ O~ ~ ~ ,~ ~,~ ~ ~~~ -, ~.~ ~' - ~3 ~ ~' ~ ;~„~- ~~ ~~ ~ .~- ~ ~ .-~, ~ ~ ..... ~~' ~ s~ •,~-- ..~'/, ~, ~..._.~._W...~.._..~. , C~ ~-"`~ ~..7- ~ ~ ~ ~ O -v ~- c.a ~~ N ~ >~ ~ °~ z o- ~ a Cn .....! 4a ~ ~ ly m v .. "` J ~ a' ~~ .... ~.+~ :~ ~ ` A ~..~ v Doc ~ 2006049284, OR BK 13065 Page 56, Number Pages: 1, Filed & Recorded 02/10/2006 at 1Oh30 AM, JIM FULLER CLERK CIRCUIT COURT DWAL COUNTY RECORDING $10.00 . (31-Utv NOTICE OF COMMENCEMENT Permit No. State of Fiori~ County of ~L~U- ~' The'undersigned hereby gives notice that improvements will be made Oo.certain teat .property, and in accordance with sectlon 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. description of property (Include Street Address, ff available) ~~~ «~ - QD4 1(a - 25 ~2~1 L% `7f'1 Va 11r1rLIc'~r1r1 (_(_nrf ~ 1 Lv General de cri Lion of improvements K f~ A> Owner ~`- dea'i A. ~P.il:C.l Owner's Interest in site of the Improv Fes Simple Title holder (if other than ~r ~ ~J'~ -t' i~ j "7 Person within the State of Florida designated~by-0wner upon whom notices or other documents maybe served as provided by Section 713.13(1)(a) 7, Florida Statutes. Address / in addition to himself, owner designates Of to receive a copy of the Lienor's Notice as provided in Sectiorr 713.13 (1)(b), Florida Statutes. Expiration. date of Notice of Commencement (the expiration date is one (1) year from the date of taco g unless a different date is specified) , !~ Si of Owner PrlntedN of owner .Notary Rubber Stamp Seal 1 I love rclled uponlhe followinS,ldentitIcation ofthe At7rant Sworn to ands bed before me this ~ ~ y of ~ 20~,_ ~~ , ~No Sipnanue Pti~pfl Name ~t,,0.Y P„~ ,~ * ~ °~ o '~OF fti~~ i ' P.l-rr! FfLDfR MY GOMMiSSiDN t OD 239510 EXPIRES. December 1, 2007 6cnded4hru 0udg?tNelzry uervia~ Address r""' ".. ~ °. ~`••_._ '2633 POWEII~S'AVE. Surety ` , ;,. JA NVILLE, FL 322A7 Address . Amount of bond $ ~Y Person mailing a loan for the construction of the Improvements: tramp ~ .