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06-0052 Puljung
Apr. 29. 2003 2:56'M T H GUERRY LUMBER COMPANY No.5844 DATE: T.H. GUERRY LUMBER COMPANY 123 WEST 44TH STREET P.O. BOX 23859 SAVANNAH, GEORGIA 31403 FACSIMILE TRANSMITTAL ff"-r -, .-e157 TRANSMITTED: 64' "�`J' °-✓ -f R,/j.,1 0 - ATTENTION: NUMBER OF PAGES: 60 OUR PHONE NUMBER: (912) 232 -3128 OUR FAX NUMBER (912)232 -1476 14a -2- 5 APR- 29 -200B 14 :59 912 232 1476 R CEIVEg 96% P.01 1.4/1Apr. 29. 20034 2:56 °M auLT H GUERRY LUMBER COMPANVU\K tint 1 No. 5344 P. 2uus/uz3 Stork Twin City Testing Corporation Materials Technology PROJECT NUMBER: 180 -7098 PAGE: 2 OF 10 DATE: 01/27/06 LABORATORY TESTING OF A WEATHER SHIELD LEGACY TILT TRANSOM 810 CONTEMPRA COMBINATION MULLED ABOVE TWO WEAVIVA SH1 LU. NEW 'Mum) CONTEMPRA. 32X32 COIVIMATION D SIDE BY SIDE INTRODUCTION: This report presents the results of laboratory testing conducted on a combination mulled window assembly manufactured by Weather Shield Manufacturing, Inc. This work was requested and authorized by Ms. Sue Hartwig of Weather Shield Manufacturing, Inc. with testing conducted on January 24, 2006 at Stork -Twin City Testing facility. The purpose of the testing was to detenuine the performance of the mull assembly for air infiltration, water resistance, and structural integrity_ TEST RESULTS SUMMARY; The mull assembly described herein meets or excecdg awlnb if 1 -mss: AAMALWDMA/CSA I01 /I.S.2/ /A440ai__ — ANSI /AAMAlNWWDA 101/1_S_2 -97 -R55 1899x2870 (75x1 3 H -R55 75x113 ("For individual double hung performance levels refer to Stork -Twin City Testing Gateway report #180 -6739. For individual transom performance levels refer to ATI gateway report 406- 50877.03 - •SA.NLME- DESCRIPTION: -' Overall Combination Size 1899mm (74.75 ") wide x 2870mm (113 ") high Overall Combination Area 5.4n12 (58.66 ft2) Overall Crack Length 15.21m (49.88') Hung Unit Size Each 949znm (37.38 ") wide x 186.1 rnm (73.25 ") high Hung Unit Area Each 1.77m2 (19.01 ft2) Hung Crack Length Each 5.25m2 (17.21') Top Sash Size 867mm (34.13 ") wide x 897mrn (35.31 ") high Bottom Sash Size 867mm (34.13 ") wide x 914mm (36 ") high Transom Unit Size 1899mm (74,75") wide x 1010rnm (39.75 ") high Transom Unit Area 1.9m2 (20.63 ft2) Transom Sash Size 1848mm (72.75 ").wide x 962mm (37.88 ") high Transom Crack Length 4.71m2 (15.46') Finish: Interior was bare -wood and the exterior was white extruded aluminum -- idlm16en and etw"*.140'1,.V .ne 0et•.1) tn,v, m o: el msrimardr .rr.T.alllmlb•i wr°A�v�,p5.8.-a-rannrw .u..... ne.u. of the omcal rend er wlpd ar u.y t...rl.ndrporp ec ar ma Tau ,cyan 6 Uc mule. ueal!roam dwa Wait eed tn.v net lti,eaa f. aa•'aesWS pvilnae. /Te repot steal ""e sm.odaed..lx in Hu, caw h6maa y.1ha:receeraing0.114i.,lY{itioe uturadalemsormuou nr erariesm Ks. d a+woa nuty te.i..Sav4ns r 2301 a'der Fdcral Blanc ream, 1..- Tot•Ikov crd'1 Stock t.v . City Tddng 6 N. oc many unb eC!mac World: TecMek ty n.v., nnrlr alam, Thu Meemlane:. .Meet It t memM eJNe SINK QnraT APR- 29 -200B 14:59 912 232 1476 96% P.02 01 /UAPr.29. 20085 2:56'A+ BU(T H GU`_RRY LUMBER COMPANYU\K WY 1 No. 5344 R. 3U13 /UZ3 1 z STORK - Stork Twin City Testing Corporation Materials Technology • PROJECT NUI ER: 180 -6964 Page 2 of 6 DATE: 05/19/05 LABORATORY TESTING OF A WEATHER SHIELD AWNING CONTEMPRA W/WHITE ALUMINUM TFT 50x36 OPERATING WINDOW INTRODUCTION; This report presents the results of laboratory testing conducted on an Awning- window manufactured by Weather Shield Manufacturing Inc. This work was requested and authorized by Ms. Val Brushaber of Weather Shield Manufacturing Inc_ with testing conducted on May 16, 2005 at the Stork -Twin City Testing facilities. The purpose of the testing was to determine the performance of the window for air infiltration, water resistance, and structural integrity when tested in accordance with ASTM procedures included in ANSI/AAMA/NWWDA 101/LS.2 -97 "Volnntauy Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors ". TEST RTS1;R TS-SUIVARY: The window described herein meets or exceeds spec ications for ANSI/ A 101 /LS2 -97 requiremen s_ AP-050 S4 x 40. - . o met a water performance level of 8.25 psf. SAMPLE DESCRIPTION: Overall Size; 54" wide x 40" high Sash Size: 52 -5/8" wide x 38 -1/2" high Unit..Arra ...... 15 Soh .. . Finish: • Natural wood interior with white aluminum TFT exterior 'Glazing: The window utilized nominal 1' insulated glass comprised of two-nominal '118" thick clear annealed sheets measuring 50" wide by 36" high separated by a desiccant -filled el.-annin:_t t space system. The glass was set from the interior ;;ai st 1/4" x 1116" two -sided foam tape and a. continuous bead of silicone is applied to the interior glass behind the wood glass stops_ The interior wood stops have a continuous bead of silicone and are snap fit onto the sash Spacer Description: Al -D Aluutinum spacer system —Dual Seal Frame Construction: Frame members utilized butted and sealed corner construction secured with three 1/2" x 1 -3/4" Iong staples per corner. Exterior, extruded aluminum TFT was snap fit to the frame and.secu red with 3/8" crown x 3/8" staple on the head, side jambs, and sill. The aluminum corners were miter cut with comer keys, one per corner, and secured with .one #6 x-1-1/4 SMS 18 -8 SS screw per comer. The wood sill operator cover was sealed on the interior with.sealant. The operator was also bedded in sealant`. _ APR -29 -2008 15:00 912 232 1476 96 %. P.03 O2 /(Apr, 29. 20085 2:57'M. giT H GERRY LNMSER COMPANY(; \K we 1 A 5TORK' • MateriaisTechnology No, 5844 P, 4jU19/O23 AL } Stork Twin City Testing Corporation PROJECT NUMBER: 180-6831 PAGE:2 OF 6 DATE: 08/10/04 LABORATORY TESTING OF A *NEW* FRENCH SLIDING CONTEMPRA DOOR 6/0x6/10 WITA HP SILL INTRODUCTION: This report presents the results of laboratory testing conducted on a New French Sliding Door manufactured by Weethcx Shield Manufacturing Inc. This work was requested and authorized by Mrs. Val Rogers of Weather Shield Manufacturing Inc. with testing conducted on July 29, 2004 at the Stork Twin City Testing facility. The purpose of the testing was to determine the performance of the door for air infiltration, water resistance, and structural integrity and Forced Entry Resistance integrity when tested in accordance with ASTM procedures included in ANSI/AAMAJNWWDA 101/I.S 2 -97 "Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors". TEST RESULTS SUMMARY: The window described he meets or e ceeds specifications for ANSIA.AMA/NWWDA 101/LS 97 SGD-R50 37x81. so met an optional structural performance level of —52.5 psf. SAMPLE DESCRIPTION: _. _Overall Size: .. .. ... 71 -5 /8" X-81--3/47Z--- Panel Size 36 -3/4" X 79" Finish; Interior unfinished wood, exterior extruded aluminum Glazing: The panels utilized nominal 3/4" insulating glass comprised of two (2) nominal 1/8" thick clear tempered sheets measuring 27 -1/16." vide by 67 -5 /lf" hi i ith a desiccant filled aluminum spacer system. The glass was set from the interior against Dow Corning Instant Glaze Hoirnelt back bedding and a bead of silicone is applied to the interior of glass 12" up on each stile and along the bottom rail. Wood interior glass stops were employed and secured with 1" brad nails spaced 2" from each.end, and 8" to 10" on center. Spacer Description: A1-13 Aluminum spacer system —Dual Seal Drainage: Description Quantity Location 1/4" diameter weep hole 2 Interior sill channel to sill cavity each end of sill 3/8" by 1/4" weep hole 2 Exterior of each end of sill APR -29 -2008 15:00 912 232 1476 95`/. P.04 Weather Shield® Performance Data & Information Premium Wood & Aluminum Clad Windows & Doors Structural Performance Data INDUSTRY PRODUCT RATING CODES Many Weather Shield windows and doors have been tested for structural performance by independent test laboratories following the voluntary Standard /Specification requirements in accordance with AAMA /NWWDA 101/I.S. 2 -97, ANSI /AAMA/WDMA 101/I.S. 2 /NAFS -02 and AAMA/WDMA/CSA 101/I.S.2/A440 -05 test specifications. Each product was tested according to a "gateway" set of primary requirements for the applicable product type before entry into the performance class was permitted. Below are the definitions for the Product Type, Performance Class and Performance Requirements that windows and doors must achieve to receive a Certified Performance Grade (Design Pressure) Rating. Product Type AP BW C F or FW H HGD HS SD SGD SHD SLT TR Awning, Hopper, Projected Window Basement Window Casement Window Fixed Window Hung Window Hinged Glass Door Horizontal Sliding Window Sliding Door Sliding Glass Door Side Hinged Door Sidelite Transom Performance Requirements Performance Class R LC C HC AW Residential Light Commercial Commercial Heavy Commercial Architectural Performance Class Minimum Performance Grade (Design Pressure) Rating Minimum Design Pressure a psf [Pa] Minimum Structural Test Pressure b psf [Pa] Minimum Water Resistance Test Pressure C psf [Pa] Air Infiltration Operating Force Maximum Air Infiltration cfm /ft2 [L/s.m2] Chamber Pressure Ibf /ft2 [Pa] R 15 15.0 [720] 22.5 [1080] 2.86 [140] 0.30 [0.142] 1.57 [75] Varies by Product LC 25 25.0 [1200] 37.5 [1800] 3.75 [180] 0.30 [0.142] 1.57 [75] Varies by Product C 30 30.0 [1440] 45.0 [2160] 4.50 [220] 0.30 [0.142] 1.57 [75] Varies by Product HC 40 40.0 [1920] 60.0 [2880] 6.00 [290] 0.30 [0.142] 6.24 [300] Varies by Product AW 40 40.0 [1920] 60.0 [2880] 8.00 [390] 0.30 [0.142] 6.24 [300] Varies by Product a Design Pressure = Performance Grade b Structural Test Pressure = Design Pressure x 1.5 ` Water Resistance Test Pressure: R / LC / C / HC = Positive Design Pressure x 0.15 (12 psf maximum) AW = Positive Design Pressure x 0.20 (12 psf maximum) Product Rating Example AP - C 40 TT Performance Grade Performance Class Product Type HOTLINE: 1- 800 - 538 -8836 FAX: 1- 800 - 390 -1225 www.weathershield.com (Revised 04 -07) archservices @weathershield.com Weather Shield® Performance Data & Information Premium Wood & Aluminum Clad Windows & Doors Structural Performance Data a PRODUCT TEST DATA (Continued) UNIT STYLE EXTERIOR UNIT SIZE AIR INFILTRATION cfm /ft2 [L/s•m2] WATER PERFORMANCE psf [Pa] STRUCTURAL TEST PRESSURE psf [Pa] DESIGN PRESSURE RATING psf [Pa] CERTIFIED UNIT DESIGN PRESSURE RATING Actual Allowable Actual Required Actual Required Inswing French Door c Aluminum Clad 6 -0 x 8 -2 0.02 [0.009] 0.30 [0.142] 6.00 [287] 6.00 [287] +60.0 / -82.5 [ +2873/ -3950] 60.0 [2873] +40.0 / -55.0 [ +1915/ -2633] HGD -R40 h Outswing French Door c Aluminum Clad 6 -0 x 8 -2 0.08 [0.038] 0.30 [0.142] 8.25 [395] 7.50 [359] +75.0 / -75.0 [ +3591 / -3591] 75.0 [3591] +50.0 / -50.0 [ +2394 / -2394] HGD -R50 h Center Hinged French Door ° Aluminum Clad 5 -0 x 7 -2 0.06 [0.028] 0.30 [0.142] 6.00 [287] 6.00 [287] +60.0 / -60.0 [ +2873/ -2873] 60.0 [2873] +40.0 / 40.0 [ +1915/ -1915] HGD -R40 ] Sliding Patio Door b Wood Mould 6 -0 x 6-10 0.26 [0.123] 0.30 [0.142] 5.25 [251] 5.25 [251] +52.5 / -52.5 [ +2514 / -2514] 52.5 [2514] +35.0 / -35.0 [ +1676 / -1676] SGD -R35 Aluminum Clad 6 -0 x 6 -10 6 -0 x 8 -2 0.10 [0.047] 0.23 [0.109] 0.30 [0.142] 0.30 [0.142] 5.25 [251] 7.50 [359] 5.25 [251] 7.50 [359] +52.5 / -75.0 [ +2514/ -3591] +75.0 / -75.0 [ +3591 / -3591] 52.5 [2514] 75.0 [3591] +35.0 / -50.0 [ +1676/ -2394] +50.0 / -50.0 [ +2394 / -2394] SGD -R35 SGD -R50' French Sliding Patio Door b Wood Brick Mould 6 -0 x 6-10 0.26 [0.123] 0.30 [0.142] 5.25 [251 ] 5.25 [251 ] +67.5 / -67.5 [ +3232 / -3232 ] 52.5 [2514] +45.0 / -45.0 [ +2155/ -2155] SGD -R35 Aluminum Clad 6 -0 x 8 -2 6-0 x 6-10 b -0 x b -10 0.23 [0.109] 0.17 [0.080] 0.17 [0.080] 0.30 [0.142] 0.30 [0.142] 0.30 [0.142] 7.50 [359] 5.25 [251] 7.50 [359] 7.50 [359] 5.25 [251] 7.50 [359] +82.5 / -82.5 [ +3950 / -3950] +75.0 / -82.5 [ +3591 / -3950] +75.0 / -82.5 [ +3591 / -3950] 75.0 [3591] 52.5 [2514] 75.0 [3591] +55.0 / -55.0 [ +2633 / -2633] +50.0 / -55.0 [ +2394/ -2633] +50.0 / -55.0 [ +2394 / -2633] SGD -R50' SGD -R35 SGD -R50' Telescoping Sliding Patio Door c Aluminum Clad 6 -8 x 8 -2 Two -Panel 16 -1 x 8 -2 Six -Panel 0.08 [0.038] 0.19 [0.090] 0.30 [0.142] 0.30 [0.142] 7.50 [359] 7.50 [359] 7.50 [359] 7.50 [359] +75.0 / -97.5 [ +3591 / -4668] +75.0 / -75.0 [ +3591 / -3591] 75.0 [3591] 75.0 [3591] +50.0 / -65.0 [ +2394/ -3112] +50.0 / -50.0 [ +2394 / -2394] SGD -R501 SGD -R50 a Units tested at laboratory in accordance with ANSI /AAMA/NWWDA 101/1.5. 2 -97 and AAMA/WDMA/CSA 101/I.S. 2/A440 -05 test specifications. b Units tested are manufactured with Warm -Edge I spacer system. c Units tested are manufactured with anodized aluminum spacer system. h Units require top and bottom shoot bolts. Units require high performance sill. ] Units require 10" [254mm] bottom rail. I Units require aluminum sill. HOTLINE: 1- 800 - 538 -8836 FAX: 1- 800 - 390 -1225 (Revised 04 -07) www.weathershield.com archservices@weathershield.com o11oFeb. 4. 2003110:19AM? 232 14,78 T.H. GUERRY LUMBEh CU, QUOTE: 2732 Phone: Fax: No. 0156 F. 3d /uub QUOTE DETAIL Project Number: 2732 Printed: 116/2006 8:16:37 AM CQPrj4; 2732 Sold To; 2 TA GUERRY LUMBER CO. 123 WEST 44TH ST SAVANNAH. GA 31408 Phone: 912 232 -3128 Delivery Instructions: Shipping I natruodons: System 4: 0 Dealer Prj #: 7732 Customer ID: Fax 912 232 -1476 Order Date: 1/512006 Ship To: 2 TH .GUERt1Y LUMBER CO. 123 WEST 44Th ST SAVANNAH, GA 31405 Phone: 912 232-3128 Drop Ship: Valid Data: 2/5/2006 Weather Shield Mfg, Inc. Proposes to Furnish Products at Stated Below. All Units vteu+ed from Exterior. Fax: 912 232 -1476 Item Number: 1 duentity. 3 Total Jamb To Jamb: 33 5/16 X 65 1/B Total Rough Opening; 34 5116 X 65 5/8 4- PO: JOB NAME: ERIC/1409 2ND AVE LOCATION: Weather Shield Double Hung Tilt Rectangle Product Arrangement -1 Wide Si4ng Method- Nominal Glass See Nominal Giese $lzs -28 X 28 Nominal Glass Width -28 Nominal Glass Height -28 Overall Jamb Width-33 5/16 Jamb Height -95 1/8 Overall NO Width -34 6/18 RIO Height -85 6/8 Glass Width -27 718 Egress Unit -No Gass Height -27 11/16 Operating Code-Operattng Exterior Frame Finish- Alufninurn Clad Exterior Sash Finish- Aluminum Grid Exterior Color -White Jamb Liner Color -White Glees Typelnsulated Low E Lite Configuration -SDL Bar Width -7/8i Grille/SDL Location -All Star h SOL GU4 Material-Silver Anodized Spacer Number Liles Wide -3 Number Lltes High-2 Hardware Color-While High Performance Pivot Pin-Y96 Screen/Storm -Pull Screen Saeen/Storrn Color -White NO Unit Ext. Price; ra_it Price: 5438.33 Item Number: 2 Quantity: 2 Total Jamb To Jamb: 33 8/18 X 85 1/8 Total Rough Opening: 34 5/18 X 85 5/8 PD: JOB NAME: ERIC/1409 2ND AVE LOCATION: Weather Shield Double Hung Tilt Rectangle Product Arrangement -1 Wide Sizing Methot1- NomInel Glass Size Nominal Glass Sire -23 X 28 Nominal Glass Width -28 Nominal Gloss Height -26 Overall Jamb Width -33 5/16 Jamb Height BS 1/8 Overall RJO Width-34 tS /1E RIO Height -65 5/8 Glass Width -27 7/8 Egreee LJnIt-ND Glass Height -27 11/18 Operating Code - Operating Exterior Frame Finish- Aluminum Clad Exterior Sash Finish- Aluminurn Gad $1,314.99 Exterior Color -White Jamb Liner. Color -While Glass Type.lneuleted Low E Lite Configuration-SDL Bar Width -71B Grille/SOL Location -All Sash SDL GIA Material - Silver Anodized Spacer Number Lltee Wldta+3 Number Ute5 Hfgh -2 Harare Color-White High Performance Pivot Pin-Yes Screen/Sloan-No Unit Price: Per Unit: Ext. Price: $417.21 $834.42 Heil- Page 2 of 5 GCcerrc4 5 Loa', Fo rti-(j, Weather Shield CustornQuole System" 2.8,1 % Copyright 2002 Weather Shield Mfg -, Inc. ffili& (1-0c—i241,1 FEB -04 -2008 10:20 (k ?�^ t R, 96% P.03 01/0 Feb. 4. 2008 F10:19AM 232 1476 T. H. GUERRY LUMBER CO. Phone: FaX No. 0136 P. 44 /out; QUOTE DETAIL Project Number: 2732 Printed: 1/6/2006 8 :18:37 AM Item Number. 3 Quantity: 4 Total Jamb To Jamb: 28 X 28 Total Rough Opening: 29 X 29 114 PO: JOB NAME: LOCATION: ERIC /1409 2ND AVE Weather Shield Awning Rectangle Product Arrangement-1 Wide Sizing Method -Class Size 131ass Size-24 X 2a Glass Width -24 Glass Height -24 Oven/ Jemb Width -25 Jamb Height -26 Overall R/O Width-29 R/O Height -29 1/4 Operating Code - Operating Exterior Frame PIrI h- Aluminum Clad Exterior Sash Finish - Aluminum Clad Reglazable Sash -Non Reglazable Exterior Cola -White Glass Type - Insulated Low E Lite r onfiguratiarSOL Bar Width -7/8 Cut Style- ReOt*ngutAr Bar Material -Pine SDL GIA Material - Sliver Anodized Spacer Number Liles Wide -3 Number Lltes High-2 Hardware Color-White Screen Color - White Unit Price: Item Number: 4 Quantity. 2 Total Jamb To Jamb: 33 5/16 X 61 1/8 Total Rough Opening: 34 5/16 X 61 5/6 PO! JOB NAME: ERIC /1409 2ND AVE LOCATION: Weather Shield Double Hung Tilt Rectangle Product Arrangement -1 Wide sizing Method - Nominal Glass Size Nominal Glass Size-28 X 28 Nominal Glass Width-20 Nominal Glass Height -26 Overall Jamb Width-33 5/16 Jamb Height -81 1/8 Overal R/O Width -34 5/18 R/O Height -61 518 Glass Width -27 7/B Giese Height-26 11/16 Operating Code-Operating Exterior Frame Finish-Aluminum Clad Exterior Sash Finish - Aluminum Clad Exterior Color -White Per Unit: Ext. Price: s3Q.75 $1,203.00 Jamb liner Color -White Glues Type - Insulated Low E Lite Oonflguralion DL Bar Width -7B Gnlie/SUL Location -All Sash SQL GM material-Sliver Anodized Spacer Number Lites Wide-3 Number Lite' Hign -2 Hardware Color -While High Performance Pivot Pln-Yee Screen/Storm -Full Screen Screen/Storm Color -White Per Unit: Ext. Prtca. Unit Price: 5437.69 $875.38 Item Number. 6 Quantity: 1 Total Jamb To Jamb; 71 9/18 X 61 3/16 Total Rough Opening: 72 5/16 X 81 11(18 PO: Weather Shield French Siding Patio 21'Nevw' Rectangle Standard Size -Yes Sizing ethod -Call Out Call Out Width -6-0 Call Out Height- -10 Jamb Width -71 9/16 Jamb Height -B1 3116 R. Width -72 5/16 R/O Height -81 11116 Operating Code -OX Glass Width- 271/16 Glass Height -67 5/16 Cxtedor Frame FIntsh- Aluminum Clad Exterior Sash Flnish,Muminum Clad Exterior Color -White Inside Sill Stop High Performance Glass Type - Insulated Low E Lite Configuration-SOL Bar Width -7/8 SQL GIA Materlel•Sever Anodized Spacer Number LitoS Wkle3 Number Lite 5 High-5 LOCK Options -2 Point Lock System Lookvet Color - Brushed Nickel Pvd Keyed Lodra -too Keyed Lock St. Steel Mortice Loch/Kpr -Yes St. Steal Tandem Roller6 -YeS Foot Act. Security Bolt -White Screen -Yes Screen Color-White St. Steel Screen Rollers •Yes Per Unit: Ext. Price: Page 3 of 5 FEB -04 -2008 10:20 Weather shield CustcRrrauote System", 2.13.1 Copyright 2002 Weather !inlaid Mfg., Inc. 96% P.04 olio Feb. 4. 2Q03 t1Q:19ANN 232 1476 I, H. tiuLHlir LUMtiEH uu. Phone: Fax: No. 3156 P. 5i /vvI QUOTE DETAIL Project Number. 2732 Printed 11012006 0:18:37 AM JOB NAME: ERIC/1409 2ND AVE LOCATION: Unit Price: $1,973.45 $1,973.45 Net Amount: $6,201.24 State Taxes: $0,00 Cty Taxes: $0.00 Local Taxes: $372.07 Taxes(Other): $0.00 Mien Charles: $0.00 Grand 7a(al: $6,573,31 Paps 4 of 5 FEB- 04 -200B 10 :20 Weather Shied CyatomQucts Systenem Copyright 2002 Weather Shield 141g.. Inc_ 96% P.05 01 /o F e b. 4. 2008 110 :19AM>_ 232 1478 T.H. GUERRY LUMBER GU. No. 0176 an Independent, authorized dealer Of Weather Shield Windows & Doors 6b /VVb (UM Printed: 11612006 Project Number, 2732 Total: 56,57131 The undersigned orders the Items In the quote. acknowledges that this is a custom order, and agrees as followe: • All have been reviewed and the specifications are correct (Including - but not limited to): Quantities. Sizes, ACces oriee. Swings, Jambs, Glass Types, Colors, Etc. • These are custom Items and as such, cannot be returned. To accept and abide by the terms noted below. The dealer's placement of en order pursuant to this quote creates an agreement between the dealer and Weather Shield Mfg., Inc, Weather Shield is not a party to any agreement between the dealer and Its customer tor the sale of these Items. Weather Shield's only obligation to the dealer's customer shall be the express written limited warranty. All other oblipetfons to the deales customer shall be the dealer's sole responsibility_ 5ig(>_Qf'f Notes: APPROVED BY: Thank You for Choosing Weather Shield Products! Page 5 of 5 FEB -04 -2008 10 :20 Weather Shield Costornfua a Syotwn" Z.B_1 Copyright 2002 WeatheeShlald Mfg., Inc. 95% P.05 800E- 170 -S8A New 8.rlio. Snuffers„ Inc, 7259 Spa Road N. Charleston, S.C. 29418 Tel S43- 575 -1150 Fax 843 797 7769 CUSTOMER: Hansen Architects CONTACT: Erik Puling ADDRESS: 24 Drayton Street Proposal and Acceptance windows and Doors DATE: May 23, 2006 need In B weeksll SHIP TO^ 'impact Rated INSTALL Non Impact X CUSTOMER: Pul'ung Residence CONTACT; Eric Puljong ADDRESS: 1409 2nd St., Ty bee Island, GA 31428 windows doors !lNew Horizon Mutters Savannah, GA 31401 PHONE: 912 - 234 -8056 FAX 912 -234 -0353 email: evuliung(inansensavannah -corn $75 for custom match Cell 912 -663 -1388 COLOR LEAD TIME !cot Ju 24th from • osit QUANTITY WIDTH HEIGHT STYLE Elevation Fro( Special het ashutiara UNIT COST _ HARDWARE PRICE EXT. 2 32 . 85 louver front 1st 2 $ 19.50 $ 125.0D $ 447.33 $ 894.87 1 32 65 louver Left 1st 2 $ 19.50 $ 125.00 $ 44713 $ 447.33 1 32 60 louver left 2nd 2 $ 19.50 _: $ 125.00 $ 423.50 $ 423.50 2 32 e4 louver right 1st 2 $ 19.50 $ 125.00 $ 442.57 $ 885.13 1 32 60 louver right 2nd 2 $ 19,50 S 125.00 , 3 423.50 $ 423.50 1 34 82 louver right 1st fr.door 2 $ 19.50 ' .• $ 85.00 $ 508.80 $ 508.80 1 22 46 louver rear 1St 2 $ 19.50 $ 125.00 $ 288.25 3 28825 2 32 80 louver left 1st pool house 2 doors 3 19.50 :. ° :: $ 85.00 $ 474.83 $ 949.67 $ - $ - - $ - - $ - $ - $ - $- $ SUSiOTAL Cart Instsi' i n 9d!'rcrI ercMa TOTAL $ 4,820.84 $ 75.00 $ - $ 1,155.00 _ $ 365.00 $ _ $ - ! S 6,415.84 II 11 Special Notes; Due upon pfaoer ( ardegl zrevr.vG 135 wf Due epee ea rnplefeei $ 3,20 7.92 Authorized Signature Date contact Ellen F n, 843 - 575 -115Q or efi nr%inewhorizonshutiers.com Not. I hn prvp:Cial may fro with eq,m r encevind rrfth>n hty ' Ora- You are hereby authorized to do the work as epecilled. Payrnenl will be made as outliiied above. Sig nature Date ob 4-ILf -o -o z N Tn m m I x Feb. 4. 2008 10:19AM No. 0176 F. 1 February 4, 2008 City of Tybee Island VIA FACSIMILE 912 786 9539 To: Chuck Bargeron From: Erik E. Puljung (912) 663 1388 Chuck, Sorry for the delay in getting this to you.. I'm including the window information from my order. As I reviewed the information today I realized it does not have specific #'s for the design pressure. I know they are in compliance, but I'm not sure you will be able to discern that from this information_ I worked with Mike at Guerry Lumber on this order (912) 232 -3128. I'm happy to track down any additional information you may need. Have a good day, Erik FEB- 04 -200B 10:19 96% P.01 Feb. 4. 2003 10.19AM O1 /Ob��vvo vo.oc F 1 232 1t T. H. GUERRY LUMBER CO. No. 0136 F. 22 /0os Customer Information; Project Number: System Number: Customer ID: Name: Address: City. Scats, Zip: Phone: Fax; Order Date: Job Name: 2732 2 P QI.ct Numbor: 27)2 Data Primed: 11612004 TH GUERRY LUMBER CO_ 123 WEST 44TH ST SAVANNAH, GA 31405 912 232 -3128 912 232 -1476 115/2006 ERIC /1409 2ND AVE Deal I {ion: Name: Address: City, State, Zip: . t Phone: Fax: The dealers placement of an order pursuant to this quote creates an agreement between the dealer and Weather Shield Mfg., Inc. Weather Shield is not a perry to any agreement between the dealer and its customer for the sale of these items. Weather Shield's only obligation to the dealer's customer shall be the express written limited warranty. All other obligations to the dealer's customer shall he the dealer's sole responsiblltty. DealerNotes: Pagel ot5 FEB- 04 -200B 10:20 96% W.nttet Shield CV140111QUote SystSm" 2.{1.7 CovrigH 2Art2 *Latham. Sltieb MI•„ Int. P_02 Weather Shield® Performance Data & Information Premium Wood & Aluminum Clad Windows & Doors Structural Performance Data a PRODUCT TEST DATA (Continued) UNIT STYLE EXTERIOR UNIT SIZE AIR INFILTRATION cfm /ft2 [L/s.m2] WATER PERFORMANCE psf [Pa] STRUCTURAL TEST PRESSURE psf [Pa] DESIGN PRESSURE RATING psf [Pa] CERTIFIED UNIT DESIGN PRESSURE RATING Actual Allowable Actual Required Actual Required Double -Hung Tilt b Wood Brick Mould 32 x 32 30 x 32 Twin 0.26 [0.123] 0.15 [0.071] 0.16 [0.076] 0.10 [0.047] 0.30 [0.142] 0.30 [0.142] 0.30 [0.142] 0.30 [0.142] 7.50 [359] 7.50 [359] 4.50 [215) 8.25 [395] 7.50 [359] 6.75 [323] 4.50 [215] 4.50 [215] +75.0 / -82.5 [ +3591 / -3950] +67.5 / -75.0 [ +3232 / -3591] +45.0 / -45.0 [ +2155/ -2155] +45.0 / -45.0 [ +2155 / -2155] 75.0 [3591] 67.5 [3232] 45.0 [2155] 45.0 [2155] +50.0 / -55.0 [ +2394/ -2633] +45.0 / -50.0 [ +2155 / -2394) +30.0 / -30.0 [ +1436/ -1436] +30.0 / -30.0 [ +1436 /1436] H -R50 f H -R45 f, k 40 x 40 Twin H -LC30 k 40 x 45 H -LC30 Aluminum Clad 32 x 32 32 x 32 40 x 40 Twin 38 x 92 Oriel (Jamb Size) 0.23 [0.109) 0.23 [0.109] 0.18 [0.085] 0.17 [0.080] 0.18 [0.085] 0.16 [0.076] 0.30 [0.142] 0.30 [0.142] 0.30 [0.142] 0.30 [0.142] 0.30 [0.142] 0.30 [0.142] 7.50 [359] 7.50 [359] 6.75 [323) 6.00 [287] 8.25 [395] 8.25 [395] 6.00 [287] 7.50 [359] 4.50 [215] 6.00 [287] 7.50 [359] 3.75 [180] +60.0 / -60.0 [ +2873/ -2873] +75.0 / -90.0 [ +3591 / -4309] +45.0 / -52.5 [ +2155 / -2514] +60.0 / -67.5 [ +2873 / -3232] +75.0 / -75.0 ( +3591 / -3591] +37.5 / -37.5 [ +1796/ -1796] 60.0 [2873] 75.0 [3591] 45.0 [2155] 60.0 [2873] 75.0 [3591] 37.5 [1796] +40.0 / -40.0 [ +1915/ -1915] +50.0 / -60.0 [ +2394/ -2873] +30.0 / -35.0 [ +1436 / -1676] +40.0 / -45.0 [ +1915 / -2155] +50.0 / -50.0 [ +2394/ -2394] +25.0 / -25.0 [ +1197/ -1197] H -LC40 H -LC50 f H -LC30 k H -LC40 30 x 32 Twin H -R50 f, k 40 x 45 H -LC25 Double -Hung Tilt Picture Center b Wood Brick Mould 70 x 80 101 x 65 0.01 [0.005] 0.01 [0.005] 0.30 [0.142] 0.30 [0.142] 6.75 [323] 7.50 [359] 6.75 [323] 6.75 [323] +67.5 / -82.5 [+3232 / -3950] + 67.5 / -67.5 [ +3232 / -3232] 67.5 [3232] 67.5 [3232] +45.0 / -55.0 [+2155 / -2633] +45.0 / -45.0 [ +2155 / -2155] F -C45 F -C45 Aluminum Clad 102 x 65 0.09 [0.042] 0.30 [0.142] 7.50 [359] 4.50 [215] +45.0 / -60.0 [ +2155/ -2873] 45.0 [2155] +30.0 / -40.0 [ +1436/ -1915] F -C30 9 Double -Hung Tilt Transom b Wood Brick Mould 71 x 49 0.01 [0.005] 0.30 [0.142] 7.50 [359 ] 7.50 [359] +97.5 / -97.5 [ +4668 / -4668] 75.0 [3591 ] +65.0 / -65.0 [ +3112 / -3112] F -R50 Aluminum Clad 71x48 0.06 [0.028] 0.30 [0.142] 7.50 [359] 7.50 [359) +105.0/ -97.5 [ +5027/ -4668] 75.0 [3591] +70.0/ -65.0 [ +3352/ -3112] F -R50 Direct-Set b Wood Brick Mould 96 x 60 0.01 [0.005] 0.30 [0.142] 12.00 [575] 11.25 [539] +112.5 / -112.5 [ +5387 / -5387] 112.5 [5387] +75.0 / -75.0 [ +3591 / -3591] F -LC75 Aluminum Clad 96 x 60 72 x 72 103 x 84 0.01 [0.005] 0.01 [0.005] 0.01 [0.005] 0.30 [0.142] 0.30 [0.142) 0.30 [0.142] 12.00 [575] 12.00 [575] 12.00 [575] 11.25 [539] 13.50 [646] 6.75 [323) +112.5 / -112.5 [ +5387 / -5387] +135.0 / -135.0 [ +6464 / -6464] +67.5 / -67.5 [ +3232/ -3232] 112.5 [5387] 135.0 [6464] 67.5 [3232] +75.0 / -75.0 [ +3591 / -3591) +90.0 / -90.0 [ +4309 / -4309] +45.0 / -45.0 ( +2155/ -2155] F -LC75 F -C90 9 F -HC45 e a Units tested at laboratory in accordance with ANSI /AAMA/NWWDA 101/I.S. 2 -97 and AAMA/WDMA/CSA 101/I.S. 2/A440 -05 test specifications. b Units tested are manufactured with Warm -Edge I spacer system. f Units require upgraded pivot pins. 9 k Units require tempered glass. Single units manufactured with the same upgrades as tested two -wide / mulled units are certified for the same Design Pressure Rating. HOTLINE: 1- 800 - 538 -8836 FAX: 1- 800 - 390 -1225 (Revised 04 -07) www.weathershield.com archservices @weathershield.com Feb. 6. 2008 9:59AM T H GUERRY LIMBER COMPANY No. 9336 P. 1/24 T.H. GU.TERRY LUMBER. COMPANY 123 WEST 44TH STREET P.O. BOX 23859 SAVANNAH, GEORGIA 31403 FACSIMILE TRANSMITTAL DATE: TRANSMITTED: A'T'TENTION: 1t. T / u key dip - 003--z 3 --z NUMBER OF PAGES: BY: Al. 621 - Ss6,-7 FEB -06 -2008 10:01 OUR PHONE NUMBER (912) 232 -312S OUR FAX NUMBER: (912) 232 -1476 912 232 1476 96% P.01 uzi,[reb.„_.6. 200* 9:59A bUIT H MARY LIMBER COMPAV,AK La i No. 9336 F. 2/24/V0 To:. Mt .E C00-42)44 Company; &WRAY LAM WI_ Fax Number: Prom: Jason Heler --eustornerRelat1ons Weather Shield Phone: 1-800-222-2995 Ext. 3648 Fax: 1-800-841-208 Regarding: iiirnknwrr CjadWindovvs Date: , 2008 Pages: 3E9165319 E3T «ecTt.r t, CLAI) Merl Prii-r1/46./ -ificArt_o 2 0 0 8 • • FEB-06-2008 10 01 912 232 1476 966 P.02 UZ./LFeb. 6. 2003610:00Afvii BUST H GUERRY LIMBER COMPArYU\x GKY 1 No. 9336 P. 3/24;/UZ3 STORK ' Materials Technolo Stork Twin City Testing Corporation PROJECT NUMBER 180 -7098 STORK* TWIN CITY TESTING 115 South 84th Ave. Watteau, WI 54401 PAGE: 1 OF 10 DATE: 01/27/06 .,101 ;n. 01:45 �-AziYo.�''n`r�-`F =�c= 110:=t;' Prepared By: y Test Dates: Expiration Date: Gary tiorenbcrg Engineering Technician Product Testing Department Telephone: (715) 848 -3935 01/24/06 01/24/10 John Bordagaray Office Manager Product Toting Department Telephone: (715) 848.3935 The test results contained in this report pertain only to -the specimens tested and not --necessarily to all similar products. b�tn,nw'{.[prl ieu Sys num Sednhal. fitscrnse61. 6EWA.16on bad'veliktalrve r11117■164V1he eweal.afeetll..k h•,Vnrl..rwMllw mar rmeor .erllr nre,•.l lewderavvb+ed Fkgerf le7 ae a.e..'llde men 4bonitfWA$rot -tT w.etln"..lMy.alL.eWwl he athr6.60 prove, 11r' sari S011.aY Oe no Odteeeel [noel h. ha %db.ntwhim ward et latoeaay. The eoerJdine nr&lea, +l.niskesi eRU.- eaerar,Edwea duunome may bomasrroiss Wm" wdee 4.e+bWeim wdmfrc Nara Lew Tleb le. Otarier47 Slt- l.T..:e Cry, Taiwissno aEeaevieofSp& Maeralot. ehndotyU. N.,nw..nuou;Tt,oNelhrIpmta.vfil i►aum1114a fro Sleakwow FEB -06 -2006 10:01 912 232 1476 96% P.03 um Feb. 6. 200B 10:00A H GIJERRY LUMBER COMPANY;;1K GKY I No, 9336 P. 4/24/UZ3 STORE Aerials Technology Stork Twin City Testing Corporation PROJECT NUMBER: 180 -7098 PAGE: 2 OF 10 DATE: 01/27/06 LABORATORY TESTING OF A WEATHER SHIELD LEGACY TILT TRANSOM S10 CONTEMPRA COMBINATION MULLED ABOVE TWO WEATHER SHIELD NEW TILT 510 CONTEMPRA. 32X32 W/WHITE ALUMINUM ITT COMBINATION --- MULLED SIDE BY SIDE INTRODUCTION: This report presents the results of laboratory testing conducted on a combination mulled window assembly manufactured by Weather Shield Manufacturing, Inc. This work was requested and authorized by Ms- Sic Hartwig of Weather Shield Manufacturing, Inc. with testing conducted on January 24, 2006 at Stork-Twin City Testing facility. The purpose of the testing was to determine the performance of the mull assembly for air infiltration, water resistance, and structural integrity- TEST RESULTS SUMMARY: The mull assembly described herein meets or exc AAMA/SS`DMA/CSA 101/1.S.2 /A140.0S : -R55 189920870 (75x113)/ ANSI /AAMA/NWWDA 101/1_S_2 -97 : H -.R55 75x113 (I)For individual double hung performance levels refer to Stork -Twin City Testing Gateway report #180 -6739. ‘1For individual transom performance levels refer to ATI gateway report #06- 50877.03 gAI L DESCR 'TION_ Overall Combination Size 1899mm (74.75 ") wide x 2870mnm (113 ") high Overall Combination Area S.4m2 (58.66 ft2) Overall Crack Length 15.21m (49.88') 1.-Tung Unit Si7e Earn, 949-9,,, (37.38 ") wide x 1861mm (73.25 ") high Hung Unit Area Each 1.77m2 (19.01 ft2) Hung Crack Length Each 5,25m2 (17.21') Top Sash Size 867mm (34.13") wide x 897mm (3531") high Bottom Sash Size 867mm (34.13 ") wide x 914mm (36 ") high Transom Unit Size I899mm (74,75 ") wide x 1010mm (39.75 ") high Transom Unit Area 1,9m2 (20.63 ft2) Transom Sash Size 1848mrn. (72.75 ") wide x 962mm (37.88 ") high Transom Crack Length 4.71m2 (15.46') finish: Interior was bare wood and the exterior was white extruded aluminum _.. fdraaatim Jed areiems tn:: Mr." ec ar.ed .'rim b RerSak Information and/or gnd,lurbne IL ssise d h' Dr else ®d cdvde a0' c, ceed cr implied wr atia iw h tw OrnsU drbe e+.eaia� 1.4c4 eren.lfnaf Rr "1Y •l■a• p.7 Mor me isL+imon kb,c.,,.,•v•^anJ"RRyi✓ver cLmt aad couI col be medic a6rexmy({ impala 'pia report Oa ebb be M'Mducad of in n411, wlte)rr o- irWi e}lem.r nt orlFde Wert err :De eerrAlig ',MEW, I MI WM LC 67WILIVt:ataxm asrtRr on th dnoumect inky felwZo+oe Y+ aim./ a le l S , ldadpl Endear la- rel.! 16. rT+per <T EecafcTrio City Tea nE is me Op" ONt resit of Stank Mowed, ToWolelyY V,,nnMwdwr, The KcobedooZs. whoa isa moo 6a of LSe ,Srrv[ pax FEB- 06 -200B 10:02 912 232 1476 96% P.04 O2 ' Feb.�v6. i2()t).1,c),.; C)1A< 80%J H GU RRY LUMBER COMPANYc\R GRP Materials Techriolagy No 9336 F. .522410N Stork Twin City Testing Corporation PROJECT NUMBER,: 180 -7098 ' PAGE: 3 OF 10 DATE: 01/27/06 §AIMILE DESCRIPTION (CON'T)s Glazing: The transom utilized nominal 25mm (1 ") insulating glass comprised of two 3.2mm (1 /8') nominal clear annealed panes measuring 1759tmn (i59- 1/4 ") wide x 891mm (35- 1/16 ") high with aluminum-reinforced butyl spacer system. The Double hung utilized nominal 19mm (3/4 ") insulating glass comprised of two 3.2mm (1/8 ") nominal clear annealed penes measuring 810mm (31-7/8") wide x 805mara (31- 11/16 ") high with aluminum —butyl spacer system. The glass was set from the interior against silicone back bedding. Wood interior glass stops were employed and secured with 25mm (1") brad nails spaced 51mm (2 ") from each end, and 203mm to 254mm (8" to 10") on center. Spacer Type: Aluminum- reinforced butyl, transom Frame Construction: The molded pirate frame members were rabbeted, butted, sealed, and fastened with three 16 gauge x 13mm (1/2 ") crown x 38mm (1 -1/2 ") long staples per corner. Exterior extruded aluminum filler bars were employed at the head acid side jambs. The Eller bars were set into a. continuous bead of silicone against the frame cladding.and fastened with.8mm.(5 /16 ").crown,x 11mm (7/16 ") long staples spaced 76.mm (3") from. each corner and 203mm to 254mm (8" to 10 ") on center. The extruded aluminum comers were miter cut, sealed and secured with one #6 x 32mra (1.1/4 ") SMS 410 SS screw per corner. Extruded alnrninum cladding was snap -,fit, sealed and stapled to the wood frame members using 18 gauge x 10mm (3/8 ")crown x 10mm (3 /8 ") long staples at the head, side and sill. Interior wood stops were secured at the side jambs and sill with 5mm (3/16") crown x 29.mna ('1 -1/8 ") staples spaced 203mm to 254mm (8 " -10 ") on center. Transom Sash Construction: The sash members were comprised of molded pine iiiterzor wood with snap -fit extruded alumininn .cleddii g on ifie exterior. The sash comers were open mortise and tenon construction secured with one #7 x 64mm (2 -1/2 ") PHI screw driven through the stile into the rail each corner. The aluminum corners are miter cut and secured with one #6 x 32mm (1 -1/4 ") SMS 410 SS screws per corner. The sash was set into the frame from the interior against a continuous back bed of silicone sealant at the head and side filler bars and sill cladding. The sash was secured to the head and side jambs with #7 x 64mm (2 -1/2 ") PM screws space 203mm to 305mm (8" to 12 ") on center. Double Hung Frame Construction: The molded pine frame members were rabbeted, butted, sealed, and fastened with, three 16 gauge x 13mm (1/2 ") crown x 44rnua (1-3/4") long staples pe,r corner. Exterior extruded aluminum cladding was sealed and stapled to the wood frames using f S gauge x 10nana (3/8 ") crown x 10mm (3/8 ") long staples at the head, side and sill, The exterior aluminum corners were miter cut, sealed and secured with one #6 x 32mm (1 -1/4 ") SMS 410 SS screw per corner. Intcdor wood stops were secured at the side jambs and sill with 11mm. (7/16 ") crown x 29mm (1- 1/8 ") staples spaced 208mmto 254mm (8 "- 10 ") on center. • — 1nfe4m46747 Yid eo4aym In eir Nem me &morn 1vn malertN, Li oe" toNter rpabmtire 6®iia,ca by tto dei µ''. mrdndswsy 04=64 a csptied s4 nedw an 4e 6o ___ .felw reeudd corder oeyp.NwWF.poredur Mt mod isll< to, rdea,e4.,Werp.fwr eUaa a.d owv.d be seed for mtmildrle Destwee 7bt resort etaU eat b. elodued aopc lrtluto atme ImrMen °N,•wW fl WA ■14e.I6,l 77'..n:r'firaC.ff.bs 6d6tin.n e93de%...MOS1QYe ra arin x thin euernvaa ley br punished axe falo ' attic ?edam! Salsa imludir g I'N w 11d. Iq O..ptu e7 Fr.h1\r:t CityT.rdrlb on kNovalrie unicof tort reo,We4 T.;rsesflpF E. V. Ann icxdsm. Hetselnode, wd l:art><r.tao Mc bten Freq. FEB- 06 -200B 10:02 912 232 1476 9E% P.05 nurFeb.6. 7003610 :01Av T H GERRY MBER COMPAY Viol Vv{ 8OL Np\R GRP 1 STORK' Materials Tgiehnplogy PROJECT NUMBER: 180 -7098 SAMPLE DESC$11'TION ( CAN'T): No. 9336 ,61./.2.4.1013 Stork Twin City Testing Corporation PAGE: 4 OF 10 DATE: 01/27/06 Double Hung Sash Construction: The sash members were comprised of molded pine interior wood with snap -fit extruded ahtminum, cladding on the exterior_ The sash corners were open mortise and tenon construction secured with one 16 gauge x S imm (2 ") T -nail driven through the stile into the rail at each corner. The aluminum corners are miter cut and secured with one #6 x 32nun (1 -1/4 ") SMS 410 S5 screws per corner. The bottom corners of the bottom sash have 2 screws per corner. Horizontal Mull Construction: The two double bung smite and the transom above are sealed together with a continuous bead of silicone sealant and fastened together with three corrugated nails and a 51mtn x 305.mm. (2" wide x 12" long) galvanized plate acmes each end seam of the side jambs secured with six I1mm (7/16 ") crown A. 13mm (1/2 ") staples each side. The interior wood seam is fastened together with 16 gauge x 22mm (7 /8 ") crown x 32mm (1 -t /4 ") long staples spaced 152mm to 203mm (6" to 8 ") on center, An aluminum mull cover is snap -fit over the exterior clad seam. _— Vertkal Mull Construction: The two double tuin¢eunits.•sre, sealed together with continuous bead of silicone sealant and secured with corrugated nails along the sill end. The interior wood seam is fastened together with 16 gauge x 22mm (7/8 ") crown x 32mm (1- 1/4") long staples along the' interior wood seam spaced 1521mn to 203uam (6" to 8 ") on center. An aluminum mull cover is snap -fit over the exterior clad seam. Sash and Frame Reinforcement: No reinforcement Mull Reinforcement: No reinforcement Screen Construction: The double hung fill screen frame was aluminum with corner keys. Fiberglass screen cloth was auached to the frame using a vinyl spline. Weathers tritign 2: Description QH,ont[tx 0.250" high by 0.187' base fin pile. 2 row 0.250" high by 0.187" base in pile. 1 row 0.250" hollow vinyl bulb with rigid leg 0.380" high foam filled leaf with rigid leg Foam filled Leaf with rigid base Open cell foam plug 1 row 1 row Location Side jamb balances interior face of meeting rail of top sash Bottom sash tail meeting vinyl sill track. Head jamb I row Exterior edge of bottom rail of bottom sash 2 One pct interior bottom jamb liner tr ek L%amadrn .nE IsBenvanu on ix. arm we 66,11 firm mm&L Iefirteedm order cdekadonz dneesrq td mr (lavwd.aewae w4' nleca+e5 IMO l.4 wrtr ngmrac m orc. (nneci oftbe wtlew,ems er war al Re, mypolabt purees arum. nix weer Fm. eaeAdwial properly ofuar dtae:.e our rot be 14/0100, 11,4^004005 "CA be etpwdlra crap :n tuft,- 4,),∎∎.44m napped u1 dot. kleiefim7.The 1ecorii'S 1frlra & iiaa ro&PAP.. pwe..cow pile. w N. Aww•.c em. k. 5,60,:d ea. @INy N.Eer ENaN 7tt.0ia i*Lam 1.444d t,... Tr i4 f R. CTS or pwY ruinr`a yra. i.' tV.• oye116nu unit wi Ste* Watsbt `.dvs leg DN.,Arrtrrtom.77+tN. rien8r mt. ,trror Owe 8lIp.YWOO FEB -06 -2008 10:03 912 232 1476 96% F.06 02/OFe�J.120031 1(,),:: 02n 891T �H GIJERRY L MBER GOMPANYm GRp 1 No. 9336 P. 7/24/023 STQiIKE' Ma'terdls Technolagy Stork Twin City Testing Corporation PROJECT NUMBER 180 -7098. SAMPLED ,SC TION (CON'T) Llardware: Descry Cam lock with metal keepers anti 2 Metal it latch 2 Vinyl Jamb liners with Block.and Tackle Balances Pivot Pius PAGE: 5 OF ld DATE: 01/27/06 Lamy-ma 152mm (6 ") from each end of meeting rail, End of top rail bottom sash 2 Side jambe 4 Bottom corner of each sash Installation: The window frame was sealed and secured to a 38mm x 235mn (1- 1 /2 "x 9 -1/4"wood buck through the nailing flange with 42mm (1 -5/8 ") drywall screws spaced 152mm (6 ") on center and sealed with a quality sealant. RESULTS DOUBLAEUNG: Paragraph Time of Orterajion Top sash - Open ( Initiate) Open (Maintain) Close (Initiate) Close (Maintain) Bottom sash - Open (Initiate) Open (Maintain) Close (Initiate) Close (Maintain) Latches - Open Close ACTUAL REO'untaLs Uacratinrt izbrce 36 N (8 lbs) 89-N (20 lbs) 107 N (24 lbs) 102 N (23 Ibs) 98 N (22 lbs) 129N (2911)s) `13 N (3 lbs) 40 N (9 lbs) 22 N (5 Ibs) • 22 N (5 lbs) R4.1 21 Report Only 135N (30 lbs) Report Only) I35N (30 lbs) Report Only 135N (30 Ibs) Report Only 135N (30 lbs) 100 N (22.5 ,lbs) 100 N (22.5 lbs) 5,3.2tt) Aithifiltration Chamber Pressure, Pa (psf) -+-75 0'1.5 °7) +75 ( +L57) Unit Area, m2 (ft2) 2.59 (31,15) Air InfiltratiOn2 Us (cfm) 1.48 (3.14) Listen' (cfm/ft2) ,512 (.10) l.5 (30) maximum The tested specimen meets or exceeds the performance levels specified in l0l/I.S.2 /A440 -05 and 101/1.5.2 -97 for air infiltration "1"$'76; 04e 04ertnb In OJIIr.Qi is derx:dLVI1 m.wc1.1..blthiw4r4 rxloe Wpe4 dee Amish* by de dissa rac Jak bey never. a lertOen a pa dews arc.ed.e.1 must v. ,. edfereyea, 6aJaTtrp< rrwTheNNWv ,tiumti4.si.dee.eeb'efer sod may eat be wed tbs Wert: lespapr`.n.hrw••(.!wtl nk mvom.w mewl bIbloridwaweer. fPanl4eirlabera y.'deeverdesofden&da . ertsvbdwrtmaerte+ erenainnnUgaAktilnwnyy nr .le-wvn�k� faiaal Law Ns ti, Outer 4! 2..M T —.. Cii, TMSmi 4 m epcuing ark of Sark Materta. 'rash *Limy R V„ Atatrefra The Nedssurdsortadi fa a mrdnr ore maw FEB -06 -2008 10 :03 912 232 1476 96% P.07 02/0,P,,e .6.. 2003B,1Cv 022 800TH GU RRY LUMBEaR COMFANY :;\R GRp 1 No. 9336 F. 3/24/023 • .Materials Tachn,olo Stork Twin City Testing Corporation PROJECT NUMBER: 1'80 -7098 TEST RF ,5ULTS DOUBLE HUNG (CON'T;t parazraph 533 Static Water Penetration with/without screens Chamber Pressure; Pa (psf) Water Flow Rate, Llm2/,min (gal/hr/ft2) Pressurized Duration, min. Unpressurized Duration, min:. Cycles Water Penetration 5.3.4.2 Uniform Load Deflection Chamber Pressure, Pa (psf) Duration, sec. Sash Stile Span, mm (in.) _Sash Stile Deflection., mm (in.). Chamber Pressure, Pa (psi) Duration, sec. Sash Stile Deflection, mm (in.) 53.4.3 Structural Load Test Chamber Pressure, Pa (psf) Duration, sec. Permanent Set, mm (in.) Chamber Pressure, Pa (psi) D ration, sec. • Per_nar_er t Set Enm (ice) Forced Entry Test Grade 10 Type A, Lock Manipulation Test Test Al thru A7 53.6.3') )Dcglsxing Test Horizontal rails ® 70 lbs Other Rails @ 50 lbs AC3'UAL +400 (8.25) 3.4 (5.00) 5.0 1.0 4 NONE +2640 ( +55) 60.00 864 (34) (18,9)_ -2640 ( -55) 60.00 4.22 (.166) +3960 (4-82.5) .._10.09. 0.229 (.009) -39.60 (- 82.5) 10.00 0.102 (.004) No Entry No Entry Result 3% 1% PAGE: 6 OF 10 DATE: 01/27/06 REQVIRENLENIS +400 (8.25) 34 (5.00) minimum 5.0 1.0 4 No water shall flow over th© interior face. +2640 (+55) 10.00 -2640 (-55) 10.00 +3960 ( +82.5) 10.00 <0.4 %L = 3.45 (.136) max :960 ( -82.5) 10.00 <0.4%L = 3.45 (.136) max No Entry No Entry Allowable < 90% glazing bite < 90% glazing bite kftntedaelede®eeeisCie fern's aeelsWetRo o• tiurhR6efi ®efoamdbrTraEciaeEamldfadbyebbdi an? an,. a[ soy setrww4 reI.r4aewarronkr:aeMtYet*MIK, ado o nme al act c4 ar mgyxa Ar arty Ml.1.W nkiRyat i t . m1i4d'sI weeny ne err client ene ma/ not a tletd It+ edermlgr.pga.aet TTU r4"x /WI mite TCF1O ...St &44 d4hnat'Ytuti.ltv•AI or6d• bemramy.Tb.r...nfnp afmUR taddea or o-.nitatod r.twwryi tY AMA.* co eat A(onruV'neT to yentahot ,.. nanny h.4. Fedw+l Sesa+t lo0.41114 l'eeon0 taw ear irk fovea a- Se edrib ds City Y' =Ire isanneRNln[ wit orxfuiMalalslaT .looto{yD,Y,.Ae ee4,ryTTtNett. Aar rlt,uTIGrle•e44tlibxprihaSu+M1ONO FEB -06 -2008 10:04 912 232 1476 96% P.08 0210FFb. 6. 20087.10:02AM 800TvH Gl` RRY UMBER COMPAf Y:`R GRP 1 No. 9336 P. 9/24/023 x, uu .uu .L . ��� • • • • STbRK� . Materials Toch"nblowi • PROJECT NUMBER: 180 -7098 TEST RESULTTRANSOM: Stork Twin City Testing Corporation PAGE: 7 OF 10 DATE: 01/27/06 via ACTUAL REQUIREMENTS 5.3.2 qr infiltration Chamber Pressure, Pa (psi) +75 ( +1.57) +75 (+1.57) Unit Area, n11(fi) 2.2 (23.67) Air InSltration, Us (cfm) 1.67 (3.50) Us /m (cfm/ft) .306 (.06) 1.5 (.30) maximum The tested specimen meets or exceeds the performance levels specified in. 101/F,S.2/A440 -05 for air infiltration 5.3 .3 state Whiter Penetration Chamber Pressure, Pa (pst) Water Flow Rate, L/m2 /mi r (gaUhr /ft2) Pressurised Duration, min. Unpressurized Duration, min. .Cycles Water Penetration 53.42 Uniform Load Deflection Chamber Pressure, Pa (psi) Duration, sec. Sash Rail Span, mm (in.) Sash Rail Deflection, mm (in..) Cbiarabcr Pressure, Pa (psf) Duration, sec. Sash Rail Deflection, mm (in.) 5,3.43 §truetural Load Test Chamber Pressure, Pa (psf) Duration, sec. Permanent Set, mm (in.) Chamber Pressure, Pa (psf) Duration. sec. . Permanent Set, mm (in) Forced Entry Test Grade 10 Type D. Disassembly Test +400 (8.25) 3.4 (5.00) 5.0 1.0 4.......� NONE +2640 (+55) 60.00 1778 (70) 9.65 (.38) +400 (8,25) 3.4 (5.00) minimum 5.0 1.0 4 No water shall flow over the interior face_ +2640 ( +55) 10.00 -2W(= 55)r..... -2640 ( -55) 60.00 10.00 9.40 (.37) - -- +3960 ( +82.5) 10.00 0.483 (.019) -3960 ( -82.5) 10.00 1.041 (.041) No Entry +3960 (4-82.S) 10.00 - <0.4 %L = 7.11 (.280) max -3960 ( -82.5) 10.00 <0.4%L 7.11 (.280) max No Entry Ilea. rvdao wed ehhewzhI `s mart we deive4dmtn i. 10144•6.60A Walbr Ewalt:des ficiied by die di= 30.1i each)* arty imprimatl ir/Pticd Weraule.6toR.rdown orb neteTrl (mid e•m4Yzed kr .7 Onialbr Mau er 0L enneldadg meow of ea-dint and 1111), MK ble1N4 Ctr eemeickg poplars iu mos uta sea Be wnelwdaloofmfid :0.604*Tien..apsn ' KIM uko wb. YleeminieeofTem. 6efdomtrE= dates getatt. enrr. eiead .MM1213..rntrneYle1...MIntLaMaywad Fakri Sara ix -1%46 yadrnl la.eYbe to, Owe, 47 Unit Tait Cv Taidep is an arendh w.M.tSitMc 4 Iflpie TOth.N.Ato E Y „Arotelbm, Ttte Netheranaz. utrieb k v mrn6nt' of Ne Aeui grew FEB -06 -2008 10 :04 912 232 1476 96% P.09 02 /OFFS• -6. y2003�10; 03Afv� 80c H GU RRY !AMBER COMPANYC\R GRP 1 v. • D R / "" .• Materials Technolooy PROJECT NUMBER:. 180 -7098 TEST RESULTS MITLLION ASSEMISL No.9336 P. 10/2123 Stork Twin City Testing Corporation WAGE. 8 OF 10 DATE: 01/27/06 Paragraph ACTUAL REQUIREMENTS Air Infiltration Chamber Pressure, Pa (psf) +75 ( +1.57) +75 (4-1.57) Unit Area, m2 (ft2) 5.45 (58.66) Air Infiltration, Us (cfn) 4.56 (9.66) Its /m2 (cfm /ft2) .837 (.17) 1.5 (.30) maximum The tested specimen meets or exceeds the performance levels specified in 101/I.S.2/A440 -0S and 101/1.5.2 -97 for air infiltration 5.33 Static Water Pggetradon Chamber Pressure, Pa (pst) Water Flow Rate, ,1../m2 /min (gal/hr/f12) Pressurized Duration, min. 5.0 Unpressurized Duration, rain. 1.0 QLcics 4 +400 (8.25) 3.4 (5.00) Water Penetration NONE 5.3A.2 horizontal Mullion Uniform Lg d Deflection Chamber Pressure, Pa (psf) +2640 ( +55) Duration, see. 60.00 Horizontal Mull Span, nun (in.) 1.842 (72.5) Horizontal Mull Deflection, mm 9.65 (.38) (t) Chamber Pressure, Pa (psf) -2640 ( -55) Duration, sec. 60.00 Horizontal Mull Deflection, mm 9.40 (.37) (in) 53.4.2 Vertical Mullion Uniform LoaLgflection Chamber Pressure, Pa (psf) +2640 ( +55) 60.00 Duration, see. Vertical Mull Span, mra(in.) Vertical Mull Deflection, mm (in.) Chamber Pressure, Pa (psf) Duration, see. Vertical Mull Deflection, mm () 1829 (72) 5.54 (.218) -2640 ( -55) 60.00 5.77 (.227) +400 (825) 3.4 (5.00) minimum 5.0 LO 4- No water shall flow over the interior face_ +2640 ( +55) 10.00 <L/175 = 10.52 (.414) max -2640 ( -55) 10.00 <U175 - 10.52 (.414) max +2640 ( +55) 10.00 • <L/175 = 10.44 (.41 I) max -2640 ( -55) 10.00 4/175 - 10.44 (.411) max iifamuli m e?.144..41 it% eak Monate ele.61,11".c.t ntrihral, illarmitetudttepsdikeivu ntil*.ebyxnlaurnnaeiwieW.aln at.sysed avaaasto $t 10 0I eds. megrim' lama ri nay. e. the e1yl1 .J••e -gw.cera►.ili. sad! bese d/meNpiepenr.feaWmrrany,mtha wad rat na ....6ttiel-•rme*Thi..egrrt11100 Ato tepotred ma' to (.t4 o' Il .topn.v4d lemarery.Tenmd.g ertik. AWoos nr thaaa.a a1.•'O. 'ROAMS dOomoo nwbc pM$.wn flea Storyhi* Ow' ?Watt I?,., 0e. tt •C.n :l tar SPA Mr alai leatooegyTi.Y ntoeeetalun , The Matrctlu.Q.,.tao.Sr natwrof010Sle*pax" FEB -06 -2006 10 :04 912 232 1476 96 P.10 0210FEE.__6. 200861Q_ f? :Aft 801' H GU _RRY LLMBER COMPA11YC\R GRP 1 No. 9336 P. 11/24013 Materials i"echnolpgy Stork Twin City Testing Corporation PROJECT NUMBER: 180 -7098 TEST RESULTS MULLION ASSEMBLE (CON'T) uh. ACTUAL 5.3A.3 Uorizontal Mulilon Structural Load Test Chamber Pressure, Pa (psf) +3960 ( +82.5) Duration, sec. 10.00 Permanent Set, mm (in.) 0.483 (.019) Chamber Pressure, Pa (psf) Duration, sec. Permanent Set, mm (in..) -3960 ( -82.5) 10.00 L041 (.041) 5.3.4.3 Vecticel Mullion Structural Load Test Chamber Pressure, Pa (psi +3960 ( +82.5) Duration, sec. 10.00 Permanent Set, mm (in.) 0.102 (.004) (umber Pressure, Pa (psf) Duration, see. 10.00 Permanent Set, mm (in.) 0.076 (.003) PAGE: 9 OF 10 DATE: 01127/06 REOV MENxs +3960 (+82.5) 10.00 <0.41%L = 7.37 (.290) max -3960 ( -82.5) 10.00 <0.4 %L = 7.37 (.290) max +3960 (+82.5) 10.00 <0.4 %L = 7.32 (.288) max 73960 ( -82.5) 10.00 <0.4 %L = 7.32 (288) max TEST PRQCAURE: The tests were conducted in accordance with ASTM, .101/1.S.2/A440 -05 and 101/.5.2 -97 test procedures and the results ware comparexi to the performance requirements. Air Ittfiltrati on ASTM:E283, Standard Test Methods for Rate of Air Leakage through Exterior Windows, Curtain Walls and Doors. Water Pppetration ASTM ;E547, Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls and Doors by Cyclic Static Air Pressure Difference, Plmical�Load Testing ASTM:E330, Standard Test Methods for Structural Performance. of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Differences. Forced Entry Resistance ASTM:F588, Standard Test Methods for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact. Tkal tine Test ASTM:E987, Standard Test Methods for Deglazing Force of Fenestration irderovek0 tad MO:W01a dim toFst[KEande'm0•.wavl• Afiqweiwardis cpciaak G imtLtt'.edey IN eilw,(udt•I l'od. 4r,WJretMA0•' I ht•'raraJtsx ee i, ex RUMS 'rel,. tdd eaaaadarreabl d hem!' 1A'ti mar Mlac o-.�n. its mart it Ihec de•dal pop iw et our d ena �n.y oca b„s.e w a. many In^�rcr, i};e n7.ar.tmfl to bJ , t'ucwdWartkifaiLniltce.tals' M+n.•alarN444u4.3111ty.ib + r l iZeEdke,Sddenerthuer.emvonre eouMWe ba needoa •nmitrwrb,e,adadedaratdaxv FedrJ&alms iroulinc rceefai ier TICE IN,(Tgnv /7 Srofkr•rk, ate Tewlopknn priming anti N.i•oAMewideTccaoekii 13V- Au.sacdaat NwhaUrkU,.1:J.fa la,r(.cSimipout; FEB -06 -2008 10:05 912 232 1476 96% P.11 OZ /[FIE. 6. _200.8.610:03A BOLT LLM H CURRY BER COMPANY(; \� GAP No. 9336 P. 12/24013 STOF114'' Mgterlals Technology Stork Twin City Testing Corporation PROJECT NUMBER: 180 -7098 PACE: 10 OF 10 DATE: 01/27/06 MAUI The horizontal and vertical cross - section drawings of the test specimen were reviewed by Twin City Testing, and those drawings matched the tested specimen. The tested window remained in the custody of Stork -Twin City Testing after testing was complctcd_ Twin City Testing will retain detailed drawings, corner samples, and a copy of this report. The above results were obtained by using the designated test methods and they indicate compliance with the performance requirements of the above referenced guidelines. Certification of this product may only be granted by a certification administrator. Inftnl�rb•• ne aientian in Ike rcZ.o•I w,* Lk,n cm: glaleat, kt4mnlm endecep,elfke$on. 0.I110IDCetM the di ea Writ. eiAeaNye!(irribEn b■yCwl ua•ALiel u m Else ncw_s enhe ‘04.1 v." an4y..cil kat/ PlAdettr VIREOS crux. itis, mart is the ennMendi pncerty of nue ERN( WI one, ned T1J..ernot Mal asnc rNRM.mt clout iU1 .+4L4a3..1Mlm arpieMl of IeLceey.. The pecan ng &Plate, (Wilms re Rath i "lrnbd N 1./dal O. St. JCra, O.4 Inky heMalnt.1 b1 reony ink' ea1wJ %w.w. I..drahl *Wend Lew 1 de I b Delmer 17 tiraa .. e: �.7�xliruiasnvcretinu vpi3 nr.Sictk Ssize44sb TechRdeye. a ,.nnu,neen+,n.cNalxu.•ea,_I,ln. n..*"00 *lihcM.>,9Ignp FEB -06 -2008 10 :05 912 232 1476 96% P.12 Q _2003610.041.1 80!J H GUERRY LLMBER COMPAnYC\k( (Rr 1 ST'DRK� MatefialsTechno ogy No. 9336 P• 13/24'U13 Stork Twin City Testing Corporation PROJECT NUMMI 180 -6964 STORK° TWIN CITY TESTING 115 S. 84th Ave. Wausau, WI 54401 Page 1 of 6 DATE: 05/19105 Test Date: Expiration Date: Class: Prepared By: Ar-uittiewai Gary Norenberg Engineering Technician Product Testing Department Telephone: (715) 848 -3935 • 05/16/2005 05/16/2009 AP -050 54 x 40 Reviewed By: John R. Bordagaray .Office Manager (Wausau). Product Testing Department Telephone: (7155) 848 -3935 The test results contained in'this report pertain only to the specimens tested and not . - • necessarily to all similar products. FEB -06 -2008 10 :05 912 232 1476 96% P.13 ��2 ��Q F e b . 6 . 2 0 0 3 6 1 0 . 0 4 A l A 8 0 ( T H n U _ R R Y L U M B E R C O M F A N Y ( ; \ R G R I ) 1 N o . 9 3 3 6 F . 1 4 / 2 4 U N S T O R K ' S t o r k T w i n C i t y T e s t i n g C o r p o r a t i o n M a t e r i a l s T e c h n o l o g y P R O J E C T N U N E R : 1 S 9 - 6 9 6 4 P a g e 2 o f 6 D A T E : 0 5 / 1 9 / 0 5 L A B O R A T O R Y T E S T I N G O F A W E A T H E R S H I E L D A W N I N G C O N T E M P R A W / W I U T E A L U M I N U M T F T 5 0 x 3 1 6 O P E R A T I N G W I N D O W I N T R O D U C T I O N ; T h i s r e p o r t p r e s e n t s t h e r e s u l t s o f l a b o r a t o r y t e s t i n g c o n d u c t e d o n a n A w n i n g w i n d o w m a n u f a c t u r e d b y W e a t h e r S h i e l d M a n u f a c t u r i n g I n c . T h i s w o r k w a s r e q u e s t e d a n d a u t h o r i z e d b y M s . V a l B r t t s h a b e r o f W e a t h e r S h i e l d M a n u f a c t u r i n g I n c - w i t h t e s t i n g c o n d u c t e d o n M a y 1 6 , 2 0 0 5 a t t h e S t o r k - T w i n . C i t y T e s t i n g f a c i l i t i e s . T h e p u r p o s e o f t h e t e s t i n g w a s t o d e t e r m i n e t h e p e r f o r m a n c e o f t h e w i n d o w f o r a i r i n f i l t r a t i o n , w a t e r r e s i s t a n c e , a n d s t r u c t u r a l i n t e g r i t y w h e n t e s t e d i n a c c o r d a n c e w i t h A S T M p r o c e d u r e s i n c l u d e d i n A N S I / A A M A / N W W D A 1 0 1 / 1 3 _ 2 - 9 7 " V o l u n t a r y S p e c i f i c a t i o n s f o r A l u m i n u m , V i n y l ( P V C ) a n d W o o d W i n d o w s a n d G l a s s D o o r s ' . T E S T ' Y : T h e w i n d o w d e s c r i b e d h e r e i n m e e t s o r e x c e e d s s p e c ! c a t i o n s f o r A N S I / F D A 1 0 1 / i S . 2 - 9 7 r e q u i r e m c n . A F - 0 5 0 5 4 i 4 0 " s o m e t a ' w a t e r p e r f o r m a n c e l e v e l o f 8 . 2 5 p s f , S A M P L E D E S C R I P T I O N : O v e t a i l S i z e : " ' ' ' 5 4 " w i d e x 4 0 " h i g h " S a s h S i z e : 5 2 - 5 / 8 ' � w i d e x 3 8 - 1 2 " h i g h " U n i t " A r e a : , . . . . . , _ . . . . ; " . . 1 5 s q f t F i n i s h : N a t u r a l w o o d i n t e r i o r w i t h w h i t e a l u m i n u m T F T e x t e r i o r - G l a z i n g T h e w i n d o w u i l i n d n o m i n a l I " i n s u l a t e d g l a s s c o m p r i s e d o f t w o - n o m i n s l ' 1 / 8 " B u i c k c l e a r a n n e a l e d s h e e t s m e a s u r i n g 5 0 " w i d e b y 3 6 " h i g h s e p a r a t e d b y a d e s i c c a n t f i l l e d a l u m i n u m s p e c e ; s y s t e m . T h e g l a s s - i v a s s e t f r o m t h e i n t e r i o r a g a i n s t 1 / 4 " x I I 6 " t u O - s t a i n ' . f o a m t a p e a n d a c o n t i n u o u s b e a d o f s i l i c o n e i s a p p l i e d t o t h e i n t e r i o r g l a s s b e h i n d t h e w o o d g l a s s s t o p s . T h e i n t e r i o r w o o d s t o p s h a v e a c o n t i n u o u s b e a d o f s i l i c o n e a n d a r e s n a p f i t o n t o t h e s a s h S p a c e r D e s c r i p t i o n : A l - I ) A l u m i n u m s p a c e r s y s t e m D u a l S e a l F r a m e C o n s t r u c t i o n : F r a m e m e m b e r s u t i l i z e d b u t t e d a n d s e a l e d c o r n e r c o n s t r u c t i o n s e c u r e d w i t h t h r e e 1 / 2 " x 1 - 3 / 4 " I o n g s t a p l e s p e r c o r n e r . E x t e r i o r e x t r u d e d a l u m i n u m 1 F F w a s s n a p f i t t o t h e f l a m e a n d : s e c u r e d w i t h 3 / 8 " c r o w n x 3 / 8 " s t a p l e o n t h e h e a d , s i d e j a m b s , a n d s i l l . T h e a l u m i n u m c o r n e r s w e r e m i t e r c u t w i t h c o r n e r k e y s , o n e p e r c o r n e r , a n d s e c u r e d w i t h . o n e # 6 x - 1 . 1 1 1 S M S 1 8 - 8 S S s c r e w p e r c o : , n c r . T h e w o o d s i l l o p e r a t o r c o v e r w a s s e a l e d o n t h e i n t e r i o r w i t h _ s e a l a n t T h e o p e r a t o r w a s a l s o b e d d e d i n s e a l a n t . . . F E B - 0 6 - 2 0 0 B 1 0 : 0 6 9 1 2 2 3 2 1 4 7 6 9 6 % P . 1 4 01/0_21P 200A1p.:051 8011 H GU _RRY LUMBER COMPANY :1X GEE? 1 No. 9336 F. 15/24UL3 STORK Materials Technology Stork Twin City Testing Corporation PROJECT' NUMBER: 180 -6964 Page 3 of 6 DATE: 05/19!05 SAMPLE SCR ONj ON"r): Sash Construction: The sash members were comprised of extruded aluminum exterior and wood interior. The exterior aluminum sash corners are miter cut and secured with two #6 x 1 -1/4" SMS SS screws per corner, The interior wood was snap fit onto the aluminum i sash with the corners butted and coped, and secured with one 7/16" crown x 1- 3/4" staple per corner. ° Screen Construction: The screen frame was extruded aluminum_ Fiberglass screen cloth was attached to the frame with a r bbelr spline. Weather - stripping: pescrrwtion Flexible leaf w/ hollow bulb on a rigid bast (korf fit) 0275" Hollow bulb w/ offset rigid base (kerf fit) 0.250" Hollow bulb w/ rigid base (kerf fit) Hardware: Description Awning glide bar Truth hinges Tub, operator Trutla box locks with keepers Metal snubber Quantity 4 3 l4ocation 1 each side around pug' xtete r of frame exterior side 1 each bead and side jambs 1 row Operator coves 1 2 1 2 1 Location Bottom sash rail Side jambs Center of sill on awning Side jambs Middle of head frame Installation: The window frame was secured to a 1 -1/2" by 9 -1/4" wood buck through the extruded aluminum nailing flange, which was sealed to the buck with a continuous bead of silicone sealant and #6 x 1' -5 /8" wood screws spaced 8" to 10" on center. FEB- 06 -200B 10:06 912 232 1476 96% P.15 02 /[_eE _2003g10:05Ayi 801T H GUERRY UMBER COMPAf1YC \H GR? 1 No. 9336 P. 16/24'023 STORKS' Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: 180 -6964 TEST R LILTS: ACTUAL I'aragrapb REQUIREMENTS mr 1nlillma Chamber Pressure, psf 1.57 1,57 Unit Area,, R2 15.00 Air Infiltration, of n .26 cfm/ft .02 0.30 maximum The tested specimen meets or exceeds the performance levels specified in ANSU A 101/1.S.2-97 for air infiltration Page 4 of 6 DATE: 0S /19 /0S '-cm PERFAIDIANCE 2.13 FEB -06 -2008 10 :07 OR_ 'Chamber Pressure, psi 8.2.5 7.50 Water Flow Rate, gal/hr/it2 5.00 5.00 Pressurized Duration, min. 5.0 5.0 Unpres wined Duration., 1.0 1.0 Cycles 4 4 Water Penetration NONE No water shall flow over the Interior face_ Static Water Penetration Chamber. Pressure, psf 8.25 7.50 . Water Flow Rate, gal/brie 5.00 5.00 Pressurized. Duration, min. 15.0 15.0 Cycles — 1 1 Water Penetration NONE No water shall .flow over the liateaior face. Uniform Load Test "`Chamber Pressure, psf Duration, sea Sash Stile Span, in Sash Stile Deflection, in. M 'cbarnber Pressure, psf Duration, sec. Sash Stile Deflection, in. +50.00 60.00 31.00 0.02 -50.00 60.00 0.05 912 232 1476 96% P.16 02/C2 LA .200AY2' 05Aq 841T H GIJ _RRY UMBER CoMPA YCIR GRP 1 STORf�° Materia9sTechnology No. 9336 F. 17/7123 Stork Twin City Testing Corporation p PROJECT NUMBER: 180-6964 TEST RESULTS (CON'T): Paragraph 2.1.4.2 2.1.8 Lock Manipulation B1 B2 Lock Manipulation Strctural LAscl Test Chamber Pressure, psf Duration, sec. Permanent Set, in, Chamber pressure, psf Duration, sec, Permanent Set, in. AJAL +75.00 10.00 <0.01 -75.00 10.00 <0.01 Forccd EntlY Resistance Grade 10 Load Obs tion (tot ) 75 75, 150 75, 150 5 1 1 1, 5 22.4.5.2 5as?lt_I_o_ig Test lioad fibs) Deflection 30 lbs 0.140" Page 5 of 6 DATE: 05/19(05 AP-050 PERFORMANCE 75,00 10.00 C4 %L = 0.124" 75.00 10.00 <.4 %L = 0.124" Perform *»ce No Entry No Entry No any No Entry No Entry Performance < 0.210" The tests were conducted in accordance with ASTM and AAMA/NWWDA 101/LS_2 -97 test procedures and the results were compared to the performance requirements_ Air Infiltration AST.M:E283, Standard Test Methods for.1tate of Air Leakage through Exterior Windows, Curtain Walls and Doors. Water Penetration ASTM :E547, Standard Test Methods foz' Water Penetration of Exterior Windows, Curtain Wall and Doors by Cyclic Static Air Pressure Difference Phvs.lcal Load Testing ASTM: E330, Standard Test Methods for Structural Performance of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Differences. FEB- 06 -200B 10 :07 912 232 1476 96% P.17 O2 /1F E _ _6, _20g6j 801T H GU _RRY LUNI6ER COMPANYm GRP i No, 9336 P. 18/2123 STOJRI.4e Stork Twin city Testing Corporation Materials Technology PROJECT NUMBER: (SO -6964 Page 6.of 6 DATE: 05/19105 TEST PROCEDURE WON'T): Forced Entry Rtli®tggce AST M: FS$S, Standard Test Methods for Measuring the Forced Entry Resistance of Wurdow Assemblies, Excluding Glaring Impact REDS; The horizontal and vertical cross - section drawings of the test specimen were reviewed by Twin. City Testing, and those drawings mar'cbM the tested ,specimen. The tested window remained in the custody of Stork -Twin City Testing after testing was completed, Twin. City Testing will retain detailed drawings, corner samples, and a copy of this report The above results were obtained by using the designated lest methods and they indicate compliance with the performance requirements of the above referenced guidelines, Certification of this product may only be granted by a certification adrni nis tzator. «At the rogue* of the manufacturer, supplemental measurements and data were reoorded which . are not a requirement for the .window type and classification listed in ANS1/.44AMNNWWVDA —'-191115:2 -97 tg FEB -06 -2008 10.07 912 232 1476 96 P.16 02/r_b.._6...2003610:06M 80(T H GIJERRY qMBER COMPApm Clip 1 • STORK' MatarkdaTimhnology No. 9336 P. 19/21023 Stork Twin City Testing Corporation PROJECT NUMBER: 180-6831 STORK TWIN CITY TESTING 115 Suntb 84th Avenue Wausau, WI 54401 PAGE:1 OF 6 DATE: 08/10/04 Test Date: Expiration Date: Rating: " Prepared By: bel)4\zuLel, Gary Norenberg Engineering Technician Product Testing Department Telephone: (715) 848-3935 07129/04 07/29/08 SGD-R50 37x81 Reviewed By: • John Bordagaray Office Manager Product Testing Deparunent Telephone: (715) 848-3955 • " The test results contained in-this 'report pertain only to the specimens tested and not- necessarily to all similar products. FEB-06-2006 10:07 912 232 1476 96% P.19 O2 /CFeL. 6. _2003 1p_06AEA 80(' N GU _RRY UMBER COMPANYG \R (rRP 1 No 9336 P. 20 %24023 STOIK • Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: 180 -6831 PAGE:2 OF 6 DATE: 05/10/04 LABORATORY TESTING OF A *NEW' FRENCH SLIDING CO►NTEM'FRA DOOR 6/0x6/10 WITH HP SILL INTRODUCTION: This report presents the results of laboratory testing conducted on a New French Sliding Door manufactured by Weather Shield Manufacturing Inc. This work was requested and authorized by Mrs. Val Rogers of Weather Shield Manufacturing Inc.. with testing conducted on July 29, 2004 at the Stork Twin City Testing facility. The purpose of the testing was to determine the performance of the door for air infiltration, water resistance, and structural integrity and Forced Entry Resistance integrity when tested in accordance with ASTM procedures included in .ANSI/AAMA/NWWDA 101/1.52 -97 "Voluntary Specifications for .Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors ", TESL' RESULTS SUMNAEL — The window described h meets or e cceds specifications for ANSIAAMA/NWWDA 10I/LS ' 97 SGD, -RSO 37s21. so met an optional structural performance level of --325 psf. SA1►'IPLE DESCRIPTION; _.__.,.........Overall Size: ., 71- 5 /8 "X -8-1r3/ —.. Panel Size 36 -3/4" X 79" Finish: Interior unfinished wood, exterior extruded aluminum Glazing: The - panels utilized nominal 3/4" insulating glass comprised of two (2) nominal t /8" thick clear temp= sheet; measu ring 274/16" wide by 67.5/16" higl with a desiccant filled aluminum spacer system. The glass was set from the interior against Dow Coming Instant Glaze Hotmelt back bedding and a. bead of silicone is applied to the interior of glass 12" up on each stile and along the bottom rail Wood interior glass stops were employed and secured with 1" brad nails spaced 2" from eaekend, and 8" to 10" on center. . Spacer Description: Al -D Aluminum spacer system —Dual Seal Drainage; De rIn j 1/4" diameter weep hole 3/8" by 1/4" wccp hole Onenttiii Location 2 Interior sill channel to sill cavity each end of sill 2 Exterior of each end of sill FEB -06 -2008 10 :0B 912 232 1476 96% P.20 02 0 • - 2006610_07A.11 8011- H GU RRY LUMBER COMPA vC\R GRP 1 STORK" Materials Technology No. 9336 F. 2.1/21113 Stork Twin City Testing Corporation PROJECT NUMBER: 18061331 54yfPLE 0 DESCRIPT 1 N (CON'T): Weatherstripping: Description 0.380" high sill pile with center fin by 0.270" backing 0.325" high sill pile with quiet Sn by 0.270" backing 0.320" flex wall bulb by 0.270" backing 0.144 "'high pile by 0.270" backing 0.270" high pile with center fin by 0.187" backer Flexible leaf with rigid PVC leg Flexible gasket with rigid base 1.500" by 0.875" by 0.063" closed cell vinyl foam pad PAGE:3 OF 6 DATE: 08/10/04 Quantity Location I row Exterior side of sill door track 1 row Interior side of sill door track I rows Interlock of inactive panel I row Interlock of active panel 2 rows Vinyl parting stop ]row I row 1 Inside side and head stop Bottoms of inactive panel Bottom of interlock of inactive panel )Frame Construction: The molded pine frame members were rabbeted, butted, sealed, and secured with three #6 x 2 -1/4" FH SS sciews per corner along with one #10 x 1 -1/2" PH SS screw through the side jamb into the fiberglass sill end plug et -each cud; The head jamb is secured with three #8 x 2" F 1 SS screws through the head jamb into the side jamb. Extruded eltuninum corners at the head were raker ed.'kayed,`sealed end joined with one #6 x'24114" FH SS si::r'eW per.corner. The inside head Sfop was ge ured'to the head jamb with #6 x 1 -1/2" FH SS screws. Interior stops were secured with 1 -1/2" long wire nail spaced r to 10" on center. The frame sill is comprised of fiberglass and polycarbonate end plugs stapled together with two 13mm ( 112") brads per end. Eitnided ahrnninurn cladding was press fit over the wood frame members and secured with 7/16" x 1/2" crown staple, spaced 8" to 10"" on center, Slide Panel Construction; Stiles and rails are hutted/caulked and doweled with 3/4" x 3" dowels. Top and bottom rails were attached to stiles with two dowels at the tup and three at the bottom per corner. A #8 x 2 -12" drywall screw is applied throes each rail into the stile. Extruded aluminum was snap fit and nailed onto the wood members with 18 gauge x 5/8" brads on the stiles and rails ;paced 10" to 12" on center. Screen Construction: The screen frame was extruded aluminum. Fiberglass screen cloth was attached to the frame with a rubber spline, FEB -06 -2008 10 :08 912 232 1476 96% P.21 02/0FFE.__6._200a 10:07,V1 SOCT H GU_RRY LUMBER COMPANY[ \R GlR? 1 No. 9336 P. 22/24023 STORK Materials Technology PROJECT NUMBER: 180 -6831 Stork Twin City Testing Corporation SAMPLE DESCRIPTION COOjJ : PAGE :4 OF 6 DATE: 08/10!04 hardware; Description Onsntity Location Adjustable metal rollers 2 Panel bottom rail, 6 -1/2" from each end Gemini two point metal lock with 1 Active panel, 39-1/2" from bottom metal keeper rail with keeper located on frame jamb talintiton: The unit was installed into 1 -1/2' x 9 -114" wood test buck. The frame was sewed to the wood buck by utiliriog the nailing fin with 1 -1/2" screws spaced 4" on center and sealed with a quality silicone sealant The sill was set into a bed of silicone sealant to seal the sill to the buck.. TEST RESULTS: PERFORMANCE __ParaEranhe _ .._K>�,DU Elm XM -5.1 4nerxtixza Foreo °pr_ning 251bs 301bs Miintsdn 201bs 201bs Closing 25 lbs 30Ibs Maintain 191bs 201bs pursuant( SGD -R50 PERFORMANCE &Malt RE REM t5. 12.2 Air Infiltration Chamber Pressure, psf +1.57 +1.57 Unit Area,.ft 35.50 Air Infiltration, cfm 5.94 cfm/ft2 0.17 0.30 maximum The tested specimen meets or exceeds the performance levels specified in 101/1.5.2.97 for air infiltration 2.1.3 Static Mater Peru jon 'With/Without Scree, Chamber Pressure, paf 7.50 7.50 Water Flow Rate, gal/hr /ft 5.00 5.00 minimum Pressurized Duration, min, 5.0 5.0 Unpressurized Duration,, 1.0 1.0 min. Cycles 4 4 Water Penetration NONE Na water shall flow over the into rioT face. - ..., ^_........_ FEB- 06 -200B 10:09 912 232 1476 96% P.22 Q2 /c!L__6. _200361p_07;[11 80(T H GIJERRY LUMBER COMPIOC \R GIp 1 STORK' Materials Technology N0.9336 P. 23/240n Stork Twin City Tasting Corporation PROJECT NUMBER: 180 -6831 TEST RESULTS (CON'T): Paragraph 2,]41 12,W orm LoattDefleetion, Chamber Pressure, psf Station, see. Meeting Stile span, in. Meeting Stile Deflection, in. (PAGE :5 OF 6 DATE: 0S /10104 SGD -R50 PERFORMANCE ACTUAL REOUIREMEi T +55.00 60.00 75 0.86 Chamber Pressure, psf -65.00 Duration, sec. 60.00 Meeting Stile Deflection, in. 0.79 2.1.4.2 Structural Load Test Chamber Pressure, psf Duratiotx, sec. Meeting Stilt Deflection, in.. +75.00 10.00 0.04 Chamber Pressure, psf -82.50 Duration, sec. 10.00 Meeting Stile Deflection, in. 0.03 O.EStSTANCC TQ FORCED ENTRG Y RADE 10 gas -Test Loos ttb � Hand Manipulation - Tool Manipulation. _. _. -- .. Test Al 300 Test A2 Test A3 Test A4 Test AS Test A6 Hand Manipulation Tool Manipulation, 2.2.19.5.2 Det lazia� Deglazing bite @ 70 lbs Deglazing bite @ 50 lbs 300, 175 300, 175 300, 175, SO 300, 175, 5O 300, 50, 30 ACTUAL 0 0" 0.0" WON +75.00 10.00 <0.4 %1, = _300 max. -75.00 10.00 <0.4 °!oL a .300 max. Duratiou frtn�ir�ro 5.00 5.00 1.00 1.00 1.00 1.00 1.00 1.00 5.00 5,00 .P ante No Entry No„ Entry ----r , No Eany No Entry NoEu1ry No Entry No Pantry No Entry No Entry No Entry PERFORMANCE J EOUIRE ENTS o.so" 0.50" FEB -06 -2008 10:09 912 232 1476 96% P.23 OyFeb. 6. 2003610:0BAMI 60T H GUERRY LUMBER COMPANYC\K CKp 1 No. 9336 P. 24/2423 STORK Materials Ilichnobpy Stork Twin City Testing Corporation PROJECT NUMBER: 186 -6831 TEST PROCEDURE; PAGE:6 OF 6 DATE: 08/10/04 The tests were conducted in accordance with ASTM and ANSI/AMMAJNWWDA 101/LS.2 -97 test procedures and the results were compared to the performance requirements. Aitinfiltrzttis l ASTM:E283 -91, Standard Test Methods for Rate of Air Leakage through Exterior Windows, Curtain Walls and Doors, Water Penetratioa ASTM:E547-00. Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls and Doors by Cyclic Static Air Pressure Difference, rjaysiga Load ASTM;E330 -97, Standard. Test Methods for Structural Pt*r#onmance of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Differences. Faieed Entry-Resistance ASTM: F842.97, Standard Test Methods for Measuring the Forced Ecy Resistance of Sliding Door Assemblies, Excluding Glazing Impact azi ASTM: E9S7 -94, Standard Test Methods for Deglaring Force of Fonestratnan Products REMARKS: The hoziaontal•and.vertical cross- section - drawings of the test specimen we -r 4c al —by- Twin City Testing, and those drawings matched the tested specimen. The tested window remained in the custody of Stork -Twin City Testing after testing was completed. Twin City Testing will retain detailed drawings, corner samples, and a copy of this report ,The above results were obtained by using the designated test methods and they indicate compliance with tkte performance requirements cf the above reftznteed guidelines. Certification of this product may only be granted by a certification administrator. FEB -06 -2008 10 :09 912 277 147F, 9F` /.. P_24 DATE ISSUED: 01 -31 -2006 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT RENOVATION & REPAIR 1409 SECOND AVE ERIK PULJUNG 415 E HALL ST SAVANNAH GA 314015712 J T TURNER P O BOX 10046 SAVANNAH GA 31412 P $ 271.00 $32,000.00 PERMIT #: 060052 TOTAL BALANCE DUE: $ 271.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location: ICI 2�iD k'IE ADDRESS PIN# -000-7 - t/- b t t TELEPHONE Owner E.CLIK 1 uL3th 1 '4I5 EAST %4ALLS1 56.441 - t44 4A 11401 (ill) 44.1) -155t Architect or Engineer NAASE►•L Ms-1 ca--T5 2A MA-IToo STttw]cct P•1t&-)Z4 r'+ -0ov.. S6,1463-544 (40. .1401 01 611) nit- 8o5 .. Building Contractor S r - T ov-,1E -- C-0.-3N1- 3ost1 1:1coof.5 t o- lox I oo`I'% 56`46"'"'6,14 4A 31 4I tt 614 354.-56ti (Check all that apply) ❑ New Construction ❑ Duplex .1E1 Residential ❑ Footprint Changes ❑ Other • RenovationCCi500tAt -; } Single Family ❑ Commercial E Repairs Estimated cost of Construction: $ 32 , 000 . °b ❑ Minor Addition ❑ Substantial Addition ❑ Multi - Family • Demolition or c -osrAt 1K. KA-tot-tai -- Construction Type 1 (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: S SME s t y c,�L E fr t I L A s 1 O E -T1 L. Remarks: REW ww°ou5 (Dr'F5), ►�E45tniL4) la KIL) wooD tz.ErtatRS , �o,turt�l,(VI (2.4.510i Apo 4V-4z IzooF cNIaQ EX■s -n4e, YoRG.►4 Co0•02Teo -Co SC W) M0 V.D 0144_ ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOTS and complete the following information based on the construction drawings and site plan: # Units ©NE-- Lot Area 3 , (Q`7 # Off - street parking spaces .3 (Trees located & listed on site plan Access: Driveway (ft.) 45 Setbacks: Front # Bedrooms 3 # Bathrooms 3 Living space (total sq. ft.) ! , 2 O With culvert? With swale? Rear Sides (L) (R) # Stories I . 5 Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through Ex t ST► SA- Nrtoo On -site waste and debris containers will be provided by A ?R1v qT e POI-tWs T L c O `J r, i.. D Construction debris will be disposed by TS. p at by means of 7, iS I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: `l So /v & Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning/variance? Street address and number: New Is it in compliance with City map? If not, has street name and/or number been reported to MPC? NFIP Flood Zone FEMA Certification attached State Energy Code Affidavit attached Existing Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage g)(1,5[1133 Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager Date 2/- E / -v( FEES Permit Inspections tI cP Water Tap Sewer Stub Aid to Const. TOTAL 9.1 REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5 -4, Code of Ordinances. Section 5 -4 -9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property (prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: EnlK f, put-5U1 Project I.D.: Attachments approved by: Date: , 3 a 06 FEDERAL EMERGENCY MANAGEMENT AGENCY IATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. O.M.B. No. 3067 -0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME ERIK PULJUNG BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1409 SECOND AVENUE CITY STATE TYBEE ISLAND„ GA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) SOUTH 44' OF LOT 83 -B, WARD NO.4, TYBEE ISLAND For Insurance Company Use: Policy Number Company NAIC Number ZIP CODE 31328 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RES L( ATIT U DE / LONGITUDE (OPTIONAL) ##° - H#- ##.##' or #/#.#/#144#P) �1µ4#P) HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER TYBEE ISLAND 135164 B2. COUNTY NAME CHATHAM B3. STATE GA B4. MAP AND PANEL NUMBER 135164 0002 B5. SUFFIX C B6. FIRM INDEX DATE 6/17/896 B7. FIRM PANEL EFFECTIVE/REVISED DATE 6/17/86 B8. FLOOD ZONE(S) A8 69. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) 13 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3. -a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 29 Conversion /Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) 7. 8 ft(m) o b) Top of next higher floor 9.8 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) N o d) Attached garage (top of slab) NA. _ft.(m) o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) 7.8 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 7.4 ft.(m) z o g) Highest adjacent (finished) grade (HAG) 8. 0 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 22 o i) Total area of all permanent openings (flood vents) in C3.h 1264 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and Con this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME J. WHITLEY REYNOLDS LICENSE NUMBER 2249 TITLE LAND SURVEYOR COMPANY NAME ADDRESS 636 STEPH SIGNAT AVEN EC E FEMA Firm 81 -31, Ja uary 2003 CITY STATE SAVANNAH GA D TE TELEPHONE / lb /Q 6 912- 352-0464 ZIP CODE 31405 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the correspnrding information from Section A. BUILDING STREET ADDRESS (Including Apt, Unit Suite, and /c . No.) OR P.O. ROUTE AND BOX NO. 1409 SECOND AVENUE CITY STATE ZIP CODE TYBEE ISLAND, GA 31328 For Insurance Company Use: Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS C3.e) = NC PAD ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or endosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and /or equipment servicing the building is _ ft.(m) _ in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. GI . ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (induding basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ft.(m) . _ ft.(m) Datum: Datum: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS TITLE TELEPHONE DATE ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions