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06-0378 RYAN&KIRSTAN SCHIFF
CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 02/06/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 060378 NEW RESIDENTIAL BLDG - SF I RYAN & KIRSTEN SCHIFF 645 N PARK BLVD GLEN ELLYN IL 60137 1925 CHATHAM AVE 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 BUILDING PERMIT ENGINEERING REVIEW FEE DATE ISSUED: 02/12/08 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUAREFOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION NEW RESIDENTIAL BLDG - SF 1925 CHATHAM AVE RYAN & KIRSTEN SCHIFF 645 N PARK BLVD GLEN ELLYN H, 60137 630 - 942 -9195 T D REESE CONSTRUCTION 119 WINTERBERRY DR SAVANNAH GA 31406 4124 P $10,011.50 $500,000.00 PERMIT #: 060378 &1 D9 �T ENGINEERING REVIEW FEE TOTAL BALANCE DUE: $ 262.50 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 Tybce 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: " Y'.¢/ P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 7865737 www.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisengincgbellsouth net INVOICE February 10, 2008 Invoice #20501702 -2 Diane Otto RECEIVED B City Tybee Island t�1 P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 7864573 Fax: (912) 786 -9539 RE: The middle lot of Minor Subdivision of Lot 27 & 28 on Chatham Avenue for Jim Dixon LT 2 PT OF LTS 28 THRU 31 WARD 6 TYBEE ISLAND SMB 31S 98 .29ac 4 -0009 - 12-005 CURRENT LOT OWNERS - SCHIFF, RYAN & KIRSTEN H 1.5 hours 3 site visits to review the grades site 1.5 hours @ $175 /hour = $262.50 Total Due This Invoice To the best of my knowledge and belief, based on my observations and experience, this lot has been graded to meet the storm water management requirements of the City of Tybee Island. D2- 12 -c7g . a.CicLd �' 0(0 -a3 -8 aPQro�e�o�an.rs 'Qr��. -�o l�'fan�b" 1220 --5Z- aoz To'd %96 sv:aT L00Z- 6Z -1J0 BO.SWELL DESIGN SERVICES, 1NC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 L4HBOS@BELLSOUTH_NET ,_ RECEIVED EIVED October 18, 2007 Diane Otto Planning and Zoning Tybee Island, Georgia Re: T.D. Reese / Jim Dixon Project Lot Number 2 Tybee Island, Georgia Diane, As per the owner's request, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project grading seems to be in substantial compliance with the approved drainage plans with the following exceptions: the grading on the drive was reversed but a small earth berm was placed to prevent run -off from migrating to adjacent properties. If you should require anything further or require more information, please do not hesitate to contact us at 897 -6932, fax to 897 -2287 or e-mail to lahbos @bellsouth.net. Sincerely, i,n.k ?60's" Mark Boswell c)2 ate -o S l d e9b Ol LO 6l IDO Dianne Otto From: Joe Wilson Sent: Tuesday, February 05, 2008 7:43 AM To: davisenginc @bellsouth.net; Brannyn G. Allen Cc: Dianne Otto Subject: RE: 205017 / Lot 28&29 Chatham Avenue for Jim Dixon I talked with Mr. Reese this a.m. and he informed me he had addressed my concerns. I will look at it this p.m. - - - -- Original Message---- - From: davisenginc @bellsouth.net [mailto :davisenginc @bellsouth.net] Sent: Mon 2/4/2008 3:23 PM To: Joe Wilson; Brannyn G. Allen Cc: Dianne Otto Subject: RE: 205017 / Lot 28&29 Chatham Avenue for Jim Dixon Joe is correct that added stabilzation should provide a more suitable level of protection to downstream properties Downer Original message from "Joe Wilson" <jwilson @cityoftybee.org>: My concerns could be alliviated by the contractor installing a geo -mat over the berm before placing the stone on top. - - - -- Original Message---- - From: davisenginc @bellsouth.net [mailto :davisenginc @bellsouth.net] Sent: Mon 2/4/2008 10:03 AM To: Brannyn G. Allen Cc: Joe Wilson; Dianne Otto Subject: 205017 / Lot 28&29 Chatham Avenue for Jim Dixon To avoid confusion on the three lots in this minor subdivision I checked to see if SAGIS and showed the addresses the same as we believed them to be. Sure enough they have an old address listed on the first lot. The Chatham County Board of Assessors site also uses 1909 meaning we may not want to use or have the Owner's use 1923 for a number of reasons including but not limited to 911 and other emergency related reference. My reason for checking this is due to similar confusion in the past. I am using the following descriptions until you advise otherwise: 1st lot on the left as you enter the private drive serving these three lots of out there 4 -0009 -12 -004 CHATHAM AV 001909 FORAN MICHAEL 2nd lot being the middle lot 4 -0009 -12 -005 CHATHAM AV 001923 SCHIFF RYAN & KIRSTEN H* 3rd lot being the end lot or western most 4 -0009 -12 -006 No address # posted on SAGIS WORLD WHOLESALE INC (Jim Dixon's company) Based on my observations during our visit to the site Friday afternoon and prior to my reading Joe's comments, I observed the following: Foran residence - There have been no detectable changes to the site since Joe and I first visited this site. This is at least our 3rd visit. Neither of us have been able to identify any stormwater management (detention) features even vaguely similar to that shown on the approved drainage plan. At this point I do not recommend we schedule any further site visits for this lot unless an engineer representing this lot is present. Schiff residence - I observed the stone but did not consider it to be unstable. The stone is loose in that the individual stones are not bonded together. Stability was an initial concern. However, when I stood upon and kicked at the stones I did not notice the berm compromised. Obviously, vehicle tires mounting the berm could cause it to fail. I would anticipate a crossite berm could fail similarly. Joe found the stone to not be adequately stabilized to secure the berm while I did not. I will revisit the site to consider Joe's position upon your direction. --------------------------------- ----------------------- - ------- - - - - -- Original message from "Joe Wilson" <jwilson @cityoftybee.org >: -------- - - - - -- 1925 Chatham / Tommy Reese - Earthen berm on northside is still not stabilize. Contractor (Also 1923 Chatam) has put loose stone over it. * * * * * * * * * * * * * * * * * * * * * * * * ** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ******************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** ******************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ******************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** Dianne Otto From: Joe Wilson Sent: Friday, February 01, 2008 9:20 AM To: Brannyn G. Allen; davisenginc @bellsouth.net; Dianne Otto Subject: Site Visits / 2/01/08 1 Billfish Lane - 1.)Southside of yard has only silt fencing retaining yard (Needs better structural stabilization to keep yard from sluffing off). 2.)Soil on the southeastern side is not stabilized. 3.)Landscape bed on northside (next to house) appears to hold water. 1925 Chatham / Tommy Reese - Earthen berm on northside is still not stabilize. Contractor (Also 1923 Chatam) has put loose stone over it. OAA 02- a1- \\D F To r,7 l eA 5P- 313(( 4111 1 To v, r .�-o„rr5-�ItT�a� fLe-f e_. L.):l( call L.--)Ke`- Si -aloe 1: 2-0— re&cIW- I�eadj 41131 47 or flit o(d 5o f-5 (ix Dianne Otto From: Joe Wilson Sent: Thursday, January 10, 2008 10:49 AM To: davisenginc @bellsouth.net; Dianne Otto Subject: RE: Jim Dixon's subd south Chatham Ave 205017 I concur - -- -- Original Message---- - From: davisenginc @bellsouth.net [mailto :davisenginc @bellsouth.net] Sent: Thu 1/10/2008 10:43 AM To: Dianne Otto Cc: Joe Wilson Subject: Jim Dixon's subd south Chatham Ave 205017 There are three lots in this subdivision. The first two as you enter the subdivision have been developed and there are houses on them. The western most lot is a vacant lot and drainage will be reviewed following development of that lot.. The drainage as installed differs from the approved plans. A berm on the north side of the middle lot mitigates deficiencies due to deviation from the approved plan. However, it must be stabilized to be accepted to allow Joe and I to sign off on this middle lot. The first lot on the left, the eastern lot is not in conformance with the approved plan. The concerns that Joe and I have are that this development increases runoff onto the lower properties to the north that were submerged during the heavy rainfalls in September. c,O 9 1 y � 0 (''130 -�� I V VV%*- I ROO, rtvfS a i Inspection Report City of Tybee Island 403 Butler Avenue R.O. Box 2749 Tybee Island, EGA 31328 Rhone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. 06 _03 7 Y , Owner's Namee% /' Gen. Contractor-7-1). Ree-5,'e Contact Number Location Date Requested jr�� V Date Needed - c° -r. /U. Zoo 7 Subcontractor 471111 Inspector _ _ Date of Inspection 0� /o-/7-o7 Type of Inspection Aj % I 1 / ✓C� (( /7a'( Pass !✓ i G ff �r Cie 1T � �" ti /� uPECje � Fail yr i S v2 ✓,�fFC+ . PASS Sep 28 07 09:47a 912 - 786 -8652 LOT 27 -A SMB 35 -S /8 06-pt-D 'E� 7 k N 68 °59'20 "E 6600' 0 /8" RUE _ _ o 20' Ac&ss & UTILITY / S 86 °;19'20 "W 56.00' EASEMENT --\ / ` GRAVEL DRIVE ---� a PORCH11I LOT 9 01-q 2 STORY o LOT 1 p FRAME HOUSE - o ��b I Ro PORCH z! LOT 2 LINE Ao a> W' cn 5 /8" ReF'0 /g., Rag -� 5 88-579720'7" 6 °59'20' 66.00' -# -- CONSERVATTDN EASEMENT PLAT OF LOT 2 OF A RECOMBINATION OF LOTS 28, 29, 30 & 31, WARD NO. 6, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 1926 CHATHAM AVENUE FOR: RYAN SCHEIFF REFERENCE' SMR 31 -S 98 ACCORDING TO TUR F.I.R.M DATED 6/17/26 THIS LOT IS WITHIN FLOOD ZONE V9, BFE 7-F. J. WHr=Y REYNOLDS LAND SURVEYOR 636 STEPHE:NSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 012 -352 0464 FAX! 912 -352 -7787 1 EQUIPMENT: TOPCON AP- L1A ERROR OF CLOSURE: LINEAR: I/- ITAL -" /ANGLE 16A1 ANCEO BY: - PLAT : 1 /INFINITY 0 30 �— SCALE: 1" - 30' DATE: SEPTEMBER 20, 2907 SURVEY DA'R'E: SEPTEMBER 28, 2007 PLAT FILE NO. 97 -116 -2 5 %B" ROF w 5/8" RF1F z z a TOE OF DONE L a> W' cn 5 /8" ReF'0 /g., Rag -� 5 88-579720'7" 6 °59'20' 66.00' -# -- CONSERVATTDN EASEMENT PLAT OF LOT 2 OF A RECOMBINATION OF LOTS 28, 29, 30 & 31, WARD NO. 6, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 1926 CHATHAM AVENUE FOR: RYAN SCHEIFF REFERENCE' SMR 31 -S 98 ACCORDING TO TUR F.I.R.M DATED 6/17/26 THIS LOT IS WITHIN FLOOD ZONE V9, BFE 7-F. J. WHr=Y REYNOLDS LAND SURVEYOR 636 STEPHE:NSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 012 -352 0464 FAX! 912 -352 -7787 1 EQUIPMENT: TOPCON AP- L1A ERROR OF CLOSURE: LINEAR: I/- ITAL -" /ANGLE 16A1 ANCEO BY: - PLAT : 1 /INFINITY 0 30 �— SCALE: 1" - 30' DATE: SEPTEMBER 20, 2907 SURVEY DA'R'E: SEPTEMBER 28, 2007 PLAT FILE NO. 97 -116 -2 U.S. DEPARTMENT OF HOMELAND SECURITY_ Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 =8 SECTION A - PROPERTY INFORMATION OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use Al. Building Owner's Name Ryan Schei f - Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 1925 Chatham Aveneu City Tybee Island, State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 2 of a recombination of lots 28-31, ward no. 6, Tybee Island A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) residential A5. Latitude /Longitude: Lat. N 31 deg 59.260 min Long. W 80 deg 51.104 min Horizontal Datum: ❑ NAD 1927 E NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 6 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 270 sq It a) Square footage of attached garage nla sq it b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade _ c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b _ sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIP Community Name 8. Community Number B2. County Name B3. Stale Tybee Island 135164 Chatham GA 84. Map/Panel Number 85. Suffix B6. FIRM Index 67. FIRM Panel ood 89. Base Flood Elevation(s) (Zone E feet ❑ meters (Puerto Rico only) Date Effective /Revised Date 7B110"F (s) AO, use base flood depth) 135164 0002 C 6117/86 6117/86 ❑ meters (Puerto Rico only) 17 B10. Indi cate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile E FIRM ❑ Community Determined ❑ Other (Describe) 811. Indicate elevation datum used for BFE in Item B9: E 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 E Nc Designation Date _ ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction" E Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones At -A30, AE, AH, A (with BFE), VE, Vt -V30, V (with BFE), AR, AR/A, AR/AE, AR/Al -A30, AR/AH, AR/AD. Complete Items C2.a -g below according to the building diagram specified in Item AT Benchmark Utilized local Vertical Datum NGVD 1929 Conversion /Comments _ a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) 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 Check the measurement used. 10.3 E feet ❑ meters (Puerto Rico only) 19.3 E feet ❑ meters (Puerto Rico only) 17.9 E feet ❑ meters (Puerto Rico only) 9.9 E feet ❑ meters (Puerto Rico only) 18.6 E feet ❑ meters (Puerto Rico only) 8.8 E feet ❑ meters (Puerto Rico only) 9.8 E feet ❑ meters (Puerto Rico only) 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 IMPORTANT: In these spaces, copy the,-wresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Su and /or Bldg. No.) or P.O. Route and Box No. Policy Number 1925 Chatham Avenue City Tybee Island, State GA ZIP Code 31328 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. Garage area is endgWA with lattice. Date 9126/07 SECAMON E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (1MTHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B. and C. For Items Et -E4, use natural grade, 9 available. Check the measurement used. In Puerto Rico only, enter meters. E7. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is — ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is — ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. 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 owner's authorized representative who completes Sections A, B, 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, and E are correct to the best of my knowledge. Property Owners or Owners Authorized Representative's Name City State ZIP Signature Date Telephone ❑ Check here if attachment[ 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 Si and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. GI. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by 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 Of Compliance/Occupancy Issuea G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Title Community Name Telephone Signature Date Comments ❑ Check here if attachment FEMA Form 81 -31, February 2006 Replaces all previous edition Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1926 Chatham Avenue City Tybee Island, State GA ZIP Code 31328 Company NPJC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Front View September 25, 2007 I Building Photographs Continuation Paqe Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1926 Chatham Avenue City Tybee Island, State GA ZIP Code 31328 I Company MC If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View' and "Rear View''; and, if required, "Right Side View" and "Left Side View." Back View 2007 City of Tybee Island 403 Butler Avenue P.O. Sox 2749 Tybee Island, GA 31328 Prone- (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. 0(0- Owner's Name _ 50 Gen. Contrartor --F 1) - QQ5 oi� Contact Number All e" Late Reg +tested d6 "',m& Date Needed J 7 Subcontractor -411! Q Location - - - - -- 1 l -( Inspector � _ Date of Inspection q - ,377 Type, of Inspection C e ��¢ �. r� 0.� Pass �;rAP i 1 t yyDe C-� r7 I ` e ,(� Sped I; 0. �D' C� Q q +s@ 1 QgSS ul- Fail ❑ J Inspection Report City of Tybee Island 403 Butler Avenue P.O. Sox 2749 Tybee Island, GA 31328 Prone- (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. 0(0- Owner's Name _ 50 Gen. Contrartor --F 1) - QQ5 oi� Contact Number All e" Late Reg +tested d6 "',m& Date Needed J 7 Subcontractor -411! Q Location - - - - -- 1 l -( Inspector � _ Date of Inspection q - ,377 Type, of Inspection C e ��¢ �. r� 0.� Pass �;rAP i 1 t yyDe C-� r7 I ` e ,(� Sped I; 0. �D' C� Q q +s@ 1 QgSS ul- Fail ❑ Wi11I'1 OI® Electronic Electric Dryer PRODUCT MODEL NUMBERS WED8300S Electrical: This dryer requires a 3 or 4 wire, single phase, 120/240 volt, 60 Hz., AC only electrical supply (or 3 or 4 wire, 120/208 volt electrical supply, if specified on the serial /rating plate) on a separate 30 -amp circuit, fused on both sides of the line. A time -delay fuse or circuit breaker is recommended. Connect to an individual branch circuit. Do not have a fuse in the neutral or grounding circuit. Exhaust venting: Exhaust your dryer to the outside. Four inch diameter vent is required. Rigid or flexible metal exhaust vent must be used. Do not use plastic or metal foil vent. Exhaust outlet hood must be at least 12 inches from the ground or any object that may be in the path of the exhaust. INSTALLATION Dimensions shown are for minimum spacing. 2.x._1 (5 36" min. O 91.4 cm) 7 y IL (2.5 cad (66.6 cm) l (2.5 cm) 'Required spacing EXHAUST VENTING Recommended hood styles B Angled hood style is ZOP acceptable. A l,a.z cm) IY (1az un1 It 4 25" 11o.x un) A. Louvered hood style B. Box hood style Number of Type of Box or Angled 90 °turns vent Louvered hoods or elbows hoods 0 Rigid metal 64 ft (20 m) 58 of (17.7 m) Flexible metal 36 ft (11 m) 28 ft (8.5 m) 1 Rigid metal 54 ft (16.5 an 48 ft (14.6 of Flexible metal 31 ft (9.4 an 23 ft (7 m) 2 - Rigid metal 44 ft (13.4 no 38 ft (11.6 no Flexible metal 27 ft (8.2 m) 19 It (5.8 m) 3 Rigid metal 35 ft (10.7 m) 29 ft (8.8 m) Flexible metal 25 It RB m) 17 it (5.2 m) 4 Rigid metal 27 to (8.2 m) 21 ft (13A m) Flexible metal 23 It (7 m) 15 ft (4.6 m) NOTE: Side and bottom exhaust installations have a 90° turn inside the dryer. To determine maximum exhaust length, add one 90° turn to the chart. OVERALL DIMENSIONS D(D - 0393 3 h(12501 cm) ' d r v I a DC 36 31.4 cm) 2 (72.77 77 cm) 27" (68.6 cm) RECESSED AREA AND CLOSET INSTALLATION Most installations require a minimum Sk" (14 cm) clearance behind the dryer for the exhaust vent with elbow. See Installations Instructions, "Venting Requirements:' For closet installation, with a door, the minimum ventilation openings in the top and bottom of the door are required. Louvered doors with equivalent air ventilation openings in the top and bottom are acceptable. JI. 6 cm) 48 in.' )loom[) C 241r.1 155 cm'j 3, (2.5cm)172.ncm) (127cm) A B A. Side view - closet or confined area B. Closet door with vents venting - 0' (0 cm) spacing is allowed Dryer only Recommended installation spacing for cabinet installation For cabinet installation, with a door, the minimum ventilation openings in the top are required. 614' E 00 O 21" —�jt�-1.. V I E26.6,1- 15.,.1 e (68.6.) (25cm) (2s5 ag (72.7)cm) (127cm) A. Recessed area B. Side view - closet or confined area !red spacing or bottom venting - 0'(D cm) spacing is allowed Dryer on pedestal �7'0"9 ) 7'(17som) h �I 11 qv (zzamn N• F i••• 2fl 5m P 2• 2Y (121-1 m) zn cZS cm)(666 cm1 cu cm) 'required spacing .'Side or bottom venting -P (0 cm) spacing Is allowed Select the route that will provide the straightest and most direct path outdoors. Plan the installation to use the fewest number of elbows and turns. Use the fewest 90' turns possible. Do not use vent runs longer than specified in vent length chart. Determine the number of elbows you will need. Because Whirlpool Corporation policy includes a continuous commitment to improve Dimensions are for planning purposes only. For complete details. see Installation Ref. 8578899 our products, we reserve the right to change materials and specifications without notice. Instructions packed with product. Specifications subject to change without notice. 02 -20 -06 October 12, 2007 Mr. Mike Camacho T H Guerry Lumber Co. Inc. ' 123 W. 44" St. P.O. Box 23859 Savannah, GA 31403 -3859 RE: Schiff Residence W/S Order No. 319578697 Dear Mike, Wr1lJi1 lri 4 ' doca&V1h4al 0n. Z�(o_ �ryrvueWS`8oppei- Weather ShieldO Premium Windows & Doors Want More ^C) r c� /mil" The "LifeGuard" units as manufactured on order No. 319578697 are impact- resistant and meet the requirements of ASTM El 886 and El 996 for Large Missile Impact Test and Cyclic Load Test. Copies of the corresponding test reports are enclosed for your reference. Feel free to contact me with any additional questions. You can reach me at 1- 800 -538- 8836. Sincerely, Candy Zirn ible, CSI Architectural Services Attachments C John Faulkner STO Ri i Materials Technology • PROJECT NUMBER: 180 -6684 Rev B 11 • Stork Twin City Testing Corporation STORK TWIN CITY TESTING 115 South 84`h Avenue Wausau, WI 54401 PAGE:1 OF 8 DATE: 12/09/03 REV DATE:01 /04/05 Test Date: 12/04/2003 Expiration Date 12/04/2007 Class: AP- C55108 X 40 Prepared By: Reviewed By: &aC1- LJQt-� i ---1 Staci Bartelt John Bordagaray Engineering Technician Office Manager Product Testing Department Product Testing Department Telephone: (715) 848 -3935 Telephone: (715) 848 -3935 The test results contained in this report pertain only to the specimens tested and not necessarily to all similar products. i STORK Materials Technology PROJECT NUMBER: 180 -6684 Rev B Stork Twin City Testing Corporation PAGE:2 OF 8 DATE: 12/09/03 REV DATE:01 /04/05 LABORATORY TESTING OF A WEATHER SHIELD ENERGY SASH INSULATED IMPACT TWIN AWNING WINDOW INTRODUCTION: This report presents the results of laboratory testing conducted on a Weather Shield Energy Sash Insulated Impact Twin Awning Window 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 December 4, 2003. The purpose of the testing was to determine the performance of the window for air infiltration, water resistance, and structural integrity and Forced Entry Resistance integrity when tested in accordance with ASTM procedures included in ANSI/AAMA/WDMA 101/1.S.2 -97 "Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors" and for Impact and Cyclic Pressure Differentials in accordance with ASTM E 1886 -97 and ASTM E 1996 -0L TEST RESULTS SUMMARY: The window described herein meets or exceeds specifications for ANSI/AAMA/NWWDA 101/1,S.2 -97 AP -055 108 x 40 The windows described herein meet or exceed specifications ASTM E 1886 -02 (+ 55/- 67.5 psf) and ASTM E 1996 -02 (Missile Level D Windzone 3) requirements. Revision A — Manufacture corrected the weather strip description - corner sections verified Revision B — Added laminated glass make -up description SAMPLE DESCRIPTION: Overall Size: Individual Unit Size: Sash Size: 108" x 40 1/16" 54" x 40 1/16" 52 3/8" x 38 7/16" Overall Area: 30.05 Sq_ Ft. Finish: Interior was unfinished wood, exterior cladding was white Glazing Unit #1, #2 and #3: The vent was glazed using 1" thick insulated glass comprised of 13/32" KeepSafe Max (5/32" annealed / .090 PVB / 5/32" annealed) laminated I.S. pane, and DS (1/8 ") annealed O.S. pane separated by a desiccant -filled aluminum spacer system. The glazing was affixed to the sash aluminum using Sika glazing compound applied to form a continuous bead, 1/8" thick x 7/16" wide around the entire perimeter of the glass. Wood interior glass stops were nailed in place with 18 gauge x I" brads and sealed to the glass • using Sika glazing Compound. STORM' Stork Twin City Testing Corporation Materials Technology • PROJECT NUMBER: 180 -6684 Rev B PAGE:3 OF 8 DATE: 12/09/03 REV DATE:01 /04/05 SAMPLE DESCRIPTION (cont.): Weatherstripping: Descriptio QuantitV Location .275 Vinyl Bulb 1 row Head and Side Jamb of the Outer Frame Vent .250 vinyl bulb 1 row Operator cover .140 bulb .259 leaf 1 row Perimeter of the Interior Frame dual durometer Frame Construction: The exterior aluminum frame TFT frame corners are miter cut and secured with a metal corner key and 2 screws per corner. Exterior aluminum TFT was snap fit to the frame on the head and side jambs. Vinyl cladding was snap fit to the frame sill with aluminum TFT snap fit over the cladding. TFT frame is attached using 16 gauge x %2" staples 10 -12" o.c. Vent Construction: The vent members were comprised of interior wood with snap fit extruded aluminum cladding on the exterior. Mortise and tenon stile and rail comer joints were secured with one 14 gauge x 2 ' /2" brad nail through the stile into the rail, and one 14 gauge x 1 '/<" nail through the stile into the rail and one #8 x 2 '/2" PFH SS screw • through the stile into the rail on operating sash only. Silicone was present between the sash and glass along the entire perimeter of the sash. Hardware: Descriptio Qu anti Location Metal Lever Lock w/ Strike 2 Locking Jambs — 5" from bottom of sill High Performance Metal 2 Adjacent to locks on vent keepers Metal roto operator 1 Frame Sill Metal 2 -bar hinge with 2 One per vent jamb plastic vent guide Metal vent guide track 1 Bottom rail of vent Truth Hardware Internal 3 sets 4" from each end and one in metal snubber the center at head jamb Installation: The window was installed into a nominal 2" by 10" wood buck. The interior side of the integral nailing flange was sealed to the wood buck and secured with #8 by 1" screws spaced approximately 6" on center. In addition, three 2 Y2" drywall screws were secured through the hinge track, two 2 '' /z" drywall screws were secured though the frame snubber into the buck, four 2 %" drywall screws were secured through • the sash locks, and 2 %2" drywall screws were secured though the side and head jambs into the buck 3" from each corner and 10 — 12" on center. ST0RK Materials Technology Stork Twin City Testing Corporation • PROJECT NUMBER: 180 -6684 Rev B PAGE:4 OF 8 DATE: 12/09/03 REV DATE:01 /04105 TEST RESULTS: AP -055 PERFORMANCE Paragraph ACTUAL REQUIREMENTS 2.1.2 Air Infiltration Chamber Pressure, psf +1.57 +1.57 Unit Area, ft2 30.05 Air Infiltration, efm .30 cfn/t3Z <0.01 0.30 maximum The tested specimen meets or exceeds the performance levels specified in ANSI /AAMA/NW WDA 101/I.S.2.97 for air infiltration 2.1.3 Static Water Penetration Chamber Pressure, psf 8.25 8.25 Water Flow Rate, 5.00 5.00 minimum gal/hr /ft' Pressurized Duration, 5.0 5.0 iUnpressurized min. Duration, 1.0 1.0 min. Cycles 4 4 Water Penetration NONE No water shall flow over the interior face. 2.1.4.1 ** Uniform Load Deflection Chamber Pressure, psf +55 - -- Duration, sec. 60.00 - -- Vertical Mull, in. 37.00 - -- Deflection, in. 0.037 Chamber Pressure, psf -70 - -- Duration, sec. 60.00 - -- Deflection, in. 0.037 - -- 2.4.1.2 Structural Load Test Vertical Mull Chamber Pressure, psf +82.5 +82.5 Duration, sec. 10.00 10.00 Permanent Set, in. Sash 0.009 <0.4 %L = 0.148 Chamber Pressure, psf -105 -82.5 Duration, sec. 10.00 10.00 Permanent Set, in. Sash 0.002 <0.4 %L = 0.148 " " " 5 T 0 R i n i ' 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 M B E R : 1 8 0 - 6 6 8 4 R e v B 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 P A G E : 5 O F 8 D A T E : 1 2 / 0 9 / 0 3 R E V D A T E : 0 1 / 0 4 / 0 5 F o r c e d E n t r y R e s i s t a n c e ( A S T M F 5 8 8 - 9 7 , p e r f o r m a n c e g r a d e 1 0 ) 2 . 1 . 8 ' T e s t L o a d l b s D u r a t i o n m i n L o c k - - - 5 M a n i p u l a t i o n B 1 1 3 2 1 3 3 L o c k M a n i p u l a t i o n P e r f o r m a n c e S a t i s f a c t o r y ( P A S S ) 7 5 1 S a t i s f a c t o r y ( P A S S ) 1 5 0 , 7 5 1 S a t i s f a c t o r y ( P A S S ) 1 5 0 , 7 5 1 S a t i s f a c t o r y ( P A S S ) - - - 5 S a t i s f a c t o r y ( P A S S ) 2 . 2 . 4 . 5 . 2 S a s h T o r s i o n T e s t L o a d ( l b s ) D e f l e c t i o n P e r f o r m a n c e 3 0 l b s 0 . 0 3 1 " < 1 . 9 7 " ( P A S S ) T E S T R E S U L T S A S T M E 1 9 9 6 , E 1 8 8 6 : T E S T S E Q U E N C E : a . M i s s i l e I m p a c t b . P o s i t i v e C y c l i c L o a d c . N e g a t i v e C y c l i c l o a d I M P A C T T E S T : ( M i s s i l e L e v e l D , W i n d Z o n e 3 ) S p e c i e s : D o u g l a s F i r M i s s i l e w e i g h t : 9 l b s 4 o z . M i s s i l e l e n g t h : T - 1 0 ' / z " C o n d i t i o n i n g T e m p e r a t u r e : 6 4 � t o 7 0 � F > 4 h o u r s T h e s p e c i m e n s t e s t e d m e e t o r e x c e e d t h e P a s s / F a i l C r i t e r i a o f A S T M 1 9 9 6 - 0 1 P a r a . 7 STORK, Materials Technology • PROJECT NUMBER: 180 -6684 Rev B Tcst Unit #1— PASS Stork Twin City Testing Corporation Center Missile Velocity: 50.34 fps, longitudinal axis < 5° Observations: No rips, tears or separations Impact location: x axis = 25.00 ", y axis = 17.3/4" Test Unit #2 — PASS PAGE:6 OF 8 DATE: 12/09/03 REV DATE:01 104/05 Lower Left Corner Missile Velocity: 50.20 fps, longitudinal axis < 5° Observations: No rips, tears or separations Impact location: x axis = 6' /d', y axis = 6.00" Test Unit 93 — PASS Upper Rieht Corner Missile Velocity: 50.49 fps, longitudinal axis < 50 . Observations: No rips, tears or separations Impact location: x axis =6.00", y axis= 61/4" " " U S T O R M ' 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 M B E R : 1 8 0 - 6 6 8 4 R e v B 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 P A G E : 7 O F 8 D A T E : 1 2 / 0 9 / 0 3 R E V D A T E : 0 1 / 0 4 1 0 5 C Y C L I C L O A D T E S T : T h e s p e c i m e n s t e s t e d m e e t s o r e x c e e d t h e P a s s / F a i l C r i t e r i a o f A S T M 1 9 9 6 - 0 1 P a r a . 7 . 2 . 2 C Y C L I C T E S T P R E S S U R E : ( P d ) I n = P . . . = 5 5 p s f ( P d ) o u t = P m e x = 6 7 . 5 p s f T e s t U n i t ( s ) # l , 9 2 & # 3 P O S I T I V E # O F I N W A R D A C T I N G C Y C L E S / S T A G E 1 1 - 2 7 . 5 ( p s f ) 0 - 3 3 ( p s f ) 2 7 . 5 - 4 4 ( p s f ) 1 6 . 5 - 5 5 ( p s f ) 1 . 0 S e c o n d s 1 . 2 S e c o n d s 1 . 0 S e c o n d s 1 . 1 S e c o n d s 3 5 0 0 3 0 0 6 0 0 1 0 0 N E G A T I V E # O F O U T W A R D A C T I N G C Y C L E S / S T A G E 2 0 . 2 5 - 6 7 . 5 ( p s f ) 3 3 . 7 5 - 5 4 ( p s t ) 0 - 4 0 . 5 ( p s f ) 1 3 . 5 3 3 . 7 5 s 2 . 0 S e c o n d s 1 . 6 S e c o n d s 2 . 2 S e c o n d s 1 . 1 S e c o n d s 5 0 1 0 5 0 5 0 3 3 5 0 R e m a r k s : A l l s a m p l e s w e r e i n s p e c t e d c a r e f u l l y u p o n c o m p l e t i o n o f t h e c y c l i c t e s t f o r f a i l u r e s . N o n e w e r e f o u n d . A s s u c h , t h i s p r o d u c t w a s f o u n d t o s a t i s f y t h e c y c l i c t e s t r e q u i r e m e n t s o f A S T M 1 8 8 6 9 7 a n d t h e P a s s / F a i l C r i t e r i a i n A S T M 1 9 9 6 - 0 1 P a r a . 7 . 2 . 2 . G e n e r a l N o t e : 2 m i l p l a s t i c w a s r e q u i r e d d u r i n g c y c l i n g . O f f i c i a l O b s e r v e r s : S t a c i B a r t e l t S t o r k T w i n C i t y T e s t i n g M a r k B r a n d n e r 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 STORM' Stork Twin City Testing Corporation MaterialsTechnology PROJECT NUMBER: 180 -6684 Rev B PAGE:8 OF 8 DATE: 12 /09/03 REV DATE:01 /04/05 TEST PROCEDURE: The tests were conducted by Stork -Twin City Testing, 115 S. 84th Avenue Wasuau, WI 54401 in accordance with ASTM 1886 and ASTM 1996 and the results were compared to the performance requirements The tests were conducted in accordance with ASTM and ANSI/AMMA/WDMA 101/l.S.2 -97 test procedures and the results were compared to the performance requirements. Air Infiltration ASTM:E283 -91, Standard Test Methods for Rate of Air Leakage through Exterior Windows, Curtain Walls and Doors Water Penetration ASTM:E547 -96, Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls and Doors by Cyclic Static Air Pressure Difference. Physical Load Testin¢ ASTM:E330 -96, Standard Test Methods for Structural Performance of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Differences. • Forced Entry Resistance ASTM: F588 -97, Standard Test Methods for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact. Sash Torsion Test ANSI /AAMA/NWWDA 101/1.S.2.97, Voluntary SpecificationsforAluminum, Vinyl (PVC and Wood Windows and Glass Doors. Para. 2.2.4.5.2 REMARKS: Twin City Testing will retain detailed drawings, representative 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. ** At the request of the manufacturer, supplemental measurements and data were recorded which are not a requirement for the window type and classification listed in AAMA/NWWDA 101 /I.S.2 -97. is " " S T O R M " M a t e r i a l s T e c h n o l o g y 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 P R O J E C T N U M B E R : 1 8 0 - 6 6 3 8 R e v i s i o n B S T O R K ' T W I N C I T Y T E S T I N G 1 1 5 S o u t h 8 4 ` h A v e n u e W a u s a u , W I 5 4 4 0 1 P a g e 1 o f 1 0 D A T E : 1 2 / 0 2 / 0 3 R e v D a t e : 0 1 / 0 7 / 0 5 T e s t D a t e : A u g u s t 2 5 , 2 0 0 3 E x p i r a t i o n D a t e : A u g u s t 2 5 , 2 0 0 7 C l a s s : I i G D - L C 6 0 P r e p a r e d B y : S t a c i B a r t e l t E n g i n e e r i n g T e c h n i c i a n P r o d u c t T e s t i n g D e p a r t m e n t T e l e p h o n e : ( 7 1 5 ) 8 4 8 - 3 9 3 5 R e v i e w e d B y : V - ���� - - - - 7 - - - 7 J o h n B o r d a g a r a y L a b o r a t o r y M a n a g e r P r o d u c t T e s t i n g D e p a r t m e n t T e l e p h o n e : ( 7 1 5 ) 8 4 8 - 3 9 3 5 T h e t e s t r e s u l t s c o n t a i n e d i n t h i s r e p o r t p e r t a i n o n l y t o t h e s p e c i m e n s t e s t e d a n d n o t n e c e s s a r i l y t o a l l s i m i l a r p r o d u c t s . STORK" Stork Twin City Testing Corporation MaterialsTechnology • PROJECT NUMBER: 180 -6638 Revision B Page 2 of 10 DATE: 12/02/03 Rev Date: 01/07/05 LABORATORY TESTING OF A WEATHER SHIELD LIFEGUARD NEW FRENCH DOOR INSULATED IMPACT RESISTANT INTRODUCTION: This report presents the results of laboratory testing conducted on a Weather Shield Wood Lifeguard New French Door. This work was requested and authorized by Ms. Val Rogers of Weather Shield with testing conducted on August 25 and September 8, 9 and 10, 2003. The purpose of the testing was to determine the performance of the door assembly for air infiltration, water resistance, and structural integrity when tested in accordance with ASTM procedures included in ANSI /AAMA/NWWDA 101/I.S.2.97, and for Impact and Cyclic Pressure Differentials in accordance with ASTM E 1886 -97 and ASTM E 1996- 01. TEST RESULTS SUMMARY: The door described herein meets or exceeds specifications for ANSUAAMA/NW WDA 101/I.S.2.97 HGD -LC60* 6' -2" x 8' -2" requirements. The window described herein meets or exceeds specifications for ASTM E 1886 -97 (+ 60 -67.5 psf) and ASTM E 1996 -01 (Missile Level D Windzone 3) requirements. • Revision A - Revised glazing material and Hardware component list Revision B - Added Laminated Glass Make -up description. SAMPLE DESCRIPTION: Overall Size: 73 -3/4" x 98 1/4" Active Panel: 35 -7/8" x 95" Inactive Panel: 35 7/8" x 95" Area: 50.32 sq. ft. Finish: Natural wood interior with extruded aluminum clad exterior Door Frame Cladding Construction: Each continuous Frame Cladding member is attached to the adjacent wood frame member, i.e. head and both jambs using a single row of 3116" x'' /x" staples located 3" from the corners and a maximum of 20" on center thereafter. The corners are miter -cut and secured with one (1) 46 x 1 ", #5 head screw per corner. Door Frame Corner Construction: At the head frame comers, the wood frame members are dado cut, placed together and fastened with three (3) #8 x 2 -1/2" drywall screws per comer. The sill frame corners were dado -cut, sealed with a gasket & silicone on the interior and secured with three (3) #8 x 2 -1/2" drywall screws per corner. A' /" high oak threshold was sealed to the sill with silicone back bedding and was secured with • screws to the wood sub -sill. Each sill comer was sealed using a bead of GE 2801 Silglaze Silicone Sealant. STORIA, Stork Twin City Testing Corporation Materials Technology PROJECT NUMBER: 180 -6638 Revision B Page 3 of 10 DATE: 12/02/03 Rev Date: 01107105 SAMPLE DESCRIPTION (coot,) Door Panel Aluminum Cladding Attachment: A' /4" bead of silicone is applied to the inside surface of each aluminum - cladding member. The member is then slip -fit to the adjacent panel member. Door Panel Corner Construction: At each panel corner, the wood member ends are square cut and secured with a single bead of silicone to the exterior clad edges, wood glue to the wood joint surfaces, and with 1 /e" x 3" wood dowels; two (2) per top corner and four (4) per bottom corner. Glazing Stop Corner Construction: Each glazing stop was miter cut at the ends and butted together Glazing Stop Attachment: Each glazing stop was mechanically attached to the adjacent panel member using a single row of 1 -1/2" brad nails located 2" from the corners and a maximum of 13" on center thereafter. Astragal Attachment: An exterior aluminum astragal base is secured to the exterior active panel stile with silicone and #8 x 1 -3/4" screws located 10" from the ends and a • maximum of 8" on center thereafter. Two (2) #8 x 2" drywall screws are located 1-1/2" from each end and at 2 -1/2" from each end. An aluminum astragal cover is slip -fit over the astragal base. An interior wood LVL core astragal is secured to the interior of the inactive panel using silicone and 98 x 3 -1/2" screws located 2" from each end and 6" on center thereafter. Glazing Material: The panels were glazed using I" insul glass comprised of 9/32" Solutia laminated I.S. pane (3/32" annealed /.090 PVB / 3/32" annealed) and DS (1/8 ") tempered O.S. pane separated by a desiccant filled aluminum spacer system. Glazing Method: Each lite of glass used in this test specimen was glazed as follows: Interior Side: 1/8" x' /2" continuous bead of Sika - Clear Structural glazing compound is applied to the glass /exposed sash cladding and then the glazing stop is bedded in the sealant and mechanically secured in place. Exterior Side: 1/8" x '/2" continuous bead of Sika — Clear Structural glazing compound. u W1 • STOR1,5 Stork Twin City Testing Corporation Materials Technology PROJECT NUMBER: 180 -6638 Revision B Page 4 of 10 DATE: 12/02/03 Rev Date: 01107/05 SAMPLE DESCRIPTION (cont.) Weather - stripping: Description Qty- 56.9-1f. 37.2 -1f. 3 5.625 -If. Hardware: Description K' 4 uanti Location At door and transom frame heads, frame jambs, sills and along both interior and exterior astragals At TFT perimeter Bottom of interior jambs & active panel locking stile Bottom rails of panels uanti HTL Three -Point Tongue -Type Lock with Top and Bottom Flush Bolts HOPPE Handle- Activated Flush Bolt 4" x 4" Hagar Brass - Plated Steel Butt Hinge 4" x 4" Hagar Stainless Steel Butt Hinge Location Description Intek Arloc Combination flexible vinyl bulb /fin, %d' Bulb Weather -Strip 0.370" high pile x 0.187" Amesbury Weather -Strip w /center fin 1 -3/4" x 2" foam -filled vinyl pad Four Leg Vinyl Sweep Location At active panel lock stile with activating handle at 36" from the bottom At inactive panel lock stile, with .375" flush bolt protruding from each end & actuating handle located 36" from the bottom At inactive jamb stile 3.504" and 28.598" from top, 4.422" and 29.516" from bottom, secured to the jambs with two (2) #12 x 1 -I/4" (cut down to % ") FH SS screws and two (2) #10 x 2.50" FH SS screws for installation, and secured to the panel stile with four (4) 5/8" x3/4" FH Screws At active jamb stile 3.504" and 28.598" from top, 4.422" and 29.516" from bottom, secured to the jambs with two (2) #12 x 1 -1/4" (cut down to % ") FH SS screws and two (2) #10 x 2.50" FH SS screws for installation, and secured to the panel stile with four (4) 5/8" x' /4" FH SS Screws " 0 S T O R K M a t e r i a l s T e c h n o l o g y 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 P R O J E C T N U M B E R : 1 8 0 - 6 6 3 8 R e v i s i o n B S A M P L E D E S C R I P T I O N ( c o a t . ) 1 S h o o t b o l t S i l l S t r i k e r P l a t e ( 4 . 0 0 0 " x 2 . 8 1 7 " x 1 1 - G a . S t a i n l e s s S t e e l ) 1 S h o o t b o l t H e a d S t r i k e r P l a t e ( 5 . 6 3 4 x 1 . 7 6 2 x 1 6 - G a . 3 0 4 S t a i n l e s s S t e e l ) 2 T o n g u e S t r i k e P l a t e ( 5 . 0 0 " x 1 . 0 0 " x 1 6 - G a . S t a i n l e s s S t e e l ) 1 H e a d J a m b B a c k e r P l a t e ( 1 0 . 1 2 5 ' x 4 . 5 0 " ) W e e p H o l e s : P a g e 5 o f 1 0 D A T E : 1 2 1 0 2 / 0 3 R e v D a t e : 0 1 / 0 7 1 0 5 A t s i l l b e l o w b o l t s , s e c u r e d w i t h t w o ( 2 ) # 7 x 5 / 8 " F H S S s c r e w s a n d t h r e e ( 3 ) # 1 0 x 3 . 2 5 ' F H S S s c r e w s f o r i n s t a l l a t i o n A t h e a d a b o v e b o l t s , s e c u r e d w i t h t w o ( 2 ) # 7 x 5 / 8 " F H S S a n d t w o ( 2 ) # 1 0 x 3 . 2 5 ' F H S S s c r e w s f o r i n s t a l l a t i o n A t i n a c t i v e p a n e l l o c k s t i l e , s e c u r e d w i t h f o u r ( 4 ) # 1 0 x 1 . 2 5 ' F H S S s c r e w s T o p a n d C e n t e r o f H e a d J a m b Q t y . D e s c r i p t i o n L o c a t i o n 3 3 / 8 " d i a . x 0 . 1 2 0 " T b r o u g h v i n y l t h r e s h o l d c h a n n e l , 6 " f r o m e a c h e n d a n d a t c e n t e r 3 3 / 8 " d i a . x 0 . 4 8 8 " D i r e c t l y b e l o w f r o n t v i n y l t h r e s h o l d l i p , 6 " f r o m e a c h e n d a n d a t c e n t e r 2 3 / 8 " d i a . x 0 . 1 2 0 " B o t t o m f r o n t l e g , h a l f w a y b e t w e e n e a c h e n d a n d c e n t e r o f t h r e s h o l d I N S T A L L A T I O N S c r e w s a n d M e t h o d o f A t t a c h m e n t : H e a d t o W o o d O p e n i n g : T h e h e a d o f t h e d o o r f r a m e i s a t t a c h e d t o t h e W o o d b u c k u s i n g f o u r ( 4 ) # 1 0 x 2 . 5 0 " F H s c r e w s , t w o ( 2 ) p e r s h o o t b o l t s t r i k e p l a t e , a n d o n e ( 1 ) a t t h e f r a m e o n e a c h s i d e o f t h e p l a t e . J a m b s t o W o o d O p e n i n g : E a c h j a m b w a s a t t a c h e d t o t h e w o o d b u c k u s i n g # 1 0 x 2 . 5 0 F H s c r e w s . T h e s c r e w s w e r e a t t a c h e d t h r o u g h t h e r e a r h o l e s o f t h e a d j u s t a b l e h i n g e s o f t h e d o o r , a n d w e r e l o c a t e d 6 " f r o m t h e c o r n e r s . S i l l t o W o o d O p e n i n g : T h e s i l l o f t h e d o o r f r a m e i s a t t a c h e d t o t h e w o o d b u c k u s i n g f o u r ( 4 ) # 1 0 x 3 . 2 5 ' F H a n d o n e ( 1 ) # 1 0 x 3 . 5 0 " F H s c r e w s . T h e 3 . 2 5 ' s c r e w s a r e l o c a t e d 2 . 9 8 5 ' a w a y f r o m e a c h e n d , t h r o u g h t h e v i n y l t h r e s h o l d , a n d t h r o u g h t h e f r o n t c o m e r h o l e s o f t h e s i l l p l a t e . T h e 3 . 5 0 " s c r e w i s l o c a t e d i n t h e c e n t e r o f t h e o a k t h r e s h o l d . STORK° Stork Twin City Testing Corporation Materials Technology PROJECT NUMBER: 180 -6638 Revision B Page 6 of 10 • DATE: 12/02/03 Rev Date: 01/07/05 TEST RESULTS: PERFORMANCE Paragraph ACTUAL REQUIREMENTS 2.1.2 Air Infiltration Chamber Pressure, psf +1.57 +1.57 Unit Area, ft' 50.32 Air Infiltration, cfin 4.13 cfm /ftZ 0.08 0.30 maximum The tested specimen meets or exceeds the performance levels specified in ANSUAAMA/NW WDA 101/I.S.2.97 for air infiltration 2.1.3 Static Water Penetration PERFORMANCE ACTUAL REOUIREMENTS Chamber Pressure, psf 9.0 9.0 Water Flow Rate, 5.00 5.00 minimum j gal(hr /fig Pressurized Duration, 5.0 5.0 min. • Unpressurized Duration, 1.0 1.0 min. Cycles 4 4 Water Penetration NONE No water shall flow over the interior face. 2.1.4.1 Uniform Load Deflection Chamber Pressure, psf +60 - -- Duration, sec. 60.00 - -- Vertical Astragal, in. 90.50 - -- Deflection, in. 0.753 - -- Chamber Pressure, psf -70 - -- Duration, see. 60.00 - -- Deflection, in. 0.900 - -- 2.4.1.2 Structural Load Test Vertical Sash Chamber Pressure, psf +90 +90 Duration, sec. 10.00 10.00 Permanent Set, in. Sash 0.024 <0.4 0/oL = 0.362 Chamber Pressure, psf -105 -105 • Duration, sec. 10.00 10.00 Permanent Set, in. Sash 0.012 <0.4 %L = 0.362 n L J • • STORM' MaterialsTechnology Stork Twin City Testing Corporation PROJECT NUMBER: 180 -6638 Revision B TEST RESULTS ASTM E1996, E1886: TESTSEQUENCE: a. Missile Impact b. Positive Cyclic Load c. Negative Cyclic load IMPACT TEST: (Missile Level D Windzone 3) Species: Douglas Fir Missile weisht: 9 Ibs 4 oz. Missile leneth: T- ]0' /z" Conditioning Temperature: 760 to 81 ° F > 4 hours Page 7 of 10 DATE: 12 /02/03 Rev Date: 01107/05 The specimens tested meet or exceed the Pass/Fail Criteria of ASTM 1996 -01 Para. 7 Test Unit #1— PASS Lower Left Missile Velocity: 49.63 fps, longitudinal axis <50 Observations: No rips, tears or separations Impact location: x axis = 6.250 ", y axis = 6.250" from visible edge of glazing. All impact locations meet ASTM 1996 -02 section 5.3 requirements. f, J 0 STO R I..5" Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: 180 -6638 Revision B Test Unit 92 - PASS i dill / I'i _III Page 8 of 10 DATE: 12/02/03 Rev Date: 01/07105 Center Missile Velocity: 50.49 fps, longitudinal axis < 50 Observations: No rips, tears or separations Impact location: x axis = 12.750 ", y axis = 41.250" from visible edge of glazing. All impact locations meet ASTM 1996 -02 section 5.3 requirements. Test Unit #3 - PASS O i i 1 i i i Upper Right Corner Missile Velocity: 50.20 fps, longitudinal axis < 51 Observations: No rips, tears or separations • X = Impact location: x axis = 7.125', y axis = 4.125' from visible edge of glazing. All impact locations meet ASTM 1996 -02 section 5.3 requirements. STORK" MaterialsTechnology Stork Twin City Testing Corporation • PROJECT NUMBER: 180 -6638 Revision B Page 9 of 10 DATE: 12/02/03 Rev Date: 01/07105 CYCLIC LOAD TEST: • • The specimens tested meet or exceed the Pass /Fail Criteria of ASTM 1996 -01 Para. 7.2.2 CYCLIC TEST PRESSURE: (Pd)i. = P... = 60 psf (Pe)out = P..i = 67.5 psf Test Unit(s) #1. #2 & #3 POSITIVE # OF INWARD ACTING CYCLES /STAGE 12 -30 sf) 0 -36 s 30 -48 s 18 -60 sf) 1.3 Seconds 1.7 Seconds 1.4 Seconds 1.8 Seconds 3500 300 600 100 NEGATIVE, # OF OUTWARD ACTING CYCLES /STAGE 20.25-67.5 s 33.8-54 (psf) 0-40.5 (pso 13.5 - 33.8 (psf) 2.2 Seconds 1.4 Seconds 2.2 Seconds 1.3 Seconds 50 1050 50 3350 Remarks: All samples were inspected carefully upon completion of the cyclic test for failures. None were found. As such, this product was found to satisfy the cyclic test requirements of ASTM 1886 — 97 and the Pass/Fail Criteria in ASTM 1996 -01 Para. 7.2.2. General Note: 2 mil plastic was required during cycling. Official observers: Staci Bartelt — Stork Twin City Testing Mark Brandner — Weather Shield Manufacturing, Inc. STORK' Stork Twin City Testing Corporation Materials Technology • PROJECT NUMBER: 180 -6638 Revision B Page 10 of 10 DATE: 12/02/03 Rev Date: 01107/05 TEST PROCEDURE: The tests were conducted by Stork -Twin City Testing, 115 S. 80 Avenue Wasuau, WI 54401 in accordance with ASTM 1886 and ASTM 1996 and the results were compared to the performance requirements The tests were conducted in accordance with ASTM and ANSUAAMA/WDMA 101/l.S.2 -97 test procedures and the results were compared to the performance requirements. Air Infiltration ASTM:E283 -91, Standard Test Methods for Rate of Air Leakage through Exterior Windows, Curtain Walls and Doors. Water Penetration ASTM:E547 -96, Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls and Doors by Cyclic Static Air Pressure Difference. Physical Load Testine ASTM:E330 -96, Standard Test Methods for Structural Performance of Exterior • Windows, Curtain Walls and Doors by Uniform Static Air Pressure Differences. Forced Entry Resistance ASTM:F588 -97, Standard Test Methods for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing impact REMARKS: Twin City Testing will retain detailed drawings, representative 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. • A Architectural Testing ASTM E 1886 and ASTM E 1996 TEST REPORT Rendered to: WEATHER SHIELD WINDOWS & DOORS SERIESIMODEL: 1102 ePRODUCT TYPE: Aluminum Clad Windows Twin Double Hung with Transom ATI Report Identification No.: 53824.02- 602 -18 Test Date: 10/04/04 Through: 10106104 Report Date: 02/18/05 Revision Date: 05/23/05 . Expiration Date: 10/04/08 5906 Saxon Avenue Schofield, WI 54476 phone: 715 - 241 -8624 fax: 715 - 241 -8425 w .archtest -corm 7 A Architectural Testing ASTM E 1886 and ASTM E 1996 Test Report Rendered to: Weather Shield Windows & Doors One Weather Shield Plaza P.O. Box 309 Medford, Wisconsin 54451 ATI Report Identification No. Test Date: Through: Report Date: Revision Date: Expiration Date: 53824.02- 602 -18 10/04/04 10/06/04 02/18/05 05/23/05 10/04/08 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Weather Shield Windows & Doors to perform testing on three (3) Series/Model 1102 combination assembly consisting of two aluminum clad double hung windows mulled (2 wide) with an aluminum clad • fixed window transom. The sample tested met the performance requirements set forth in the referenced test procedures for a +55.0 %67.5 psf Design Pressure with missile impacts corresponding to Missile Level D and Wind Zone 3. Test specimen description and results are reported herein. i Gateway performance of the individual windows is reported in ATI Report 06- 53822.01 for the double hung windows and ATI Report 55826.01- 602 -44 for the fixed window. Test Procedure(s): The test specimen was evaluated in accordance with the following: ASTM E 1886 -02, Standard Test Methodfor Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. ASTM E 1996 -02, Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. Test Specimen Description: Series/Model. 1102 Product Type: Combination assembly consisting of two aluminum clad double hung windows mulled (2 wide) with an aluminum clad fixed window transom. 5916 Saxon Avenue Schofield, WI 54476 phone: 715. 241.8624 fax: 715.241 -8425 w .archtestxom A 53824.02- 602 -18 Architectural Testing Page 2of12 Test Specimen Description: (Continued) Overall Assembly Size: 6' 10 -5/8" wide by 9'6 -5/8" high Overall Assembly Area: 65.77 ftz Double Hung Window Overall Size (2): T5 -5116 "wide by 6' 1 -1 /8" high Double Hung Window Overall Area (2): 20.98 itz Bottom Sash Size (2): T2 -1/8" wide by 3' 1/16" high Top Sash Size (2): 2' 11 - 13/16" wide by 3' 2 -1/16" high Screen Size (2): T3 - 13/16" wide by 5' It - 5/16" high Fixed Window Overall Size: 6' 10 -5/8" wide by T5 -1/2" high Fixed Window Overall Area: 23.81 ftz Finish: Interior wood was natural and exterior extruded aluminum cladding was white. Transom Glazing Details: The sash utilized Cardinal nominal 25.4 mm (1.000 ") thick clear insulating glass fabricated from one sheet of nominal 4.0 mm (0.156 ") thick clear annealed glass at the exterior. The interior laminated glass was comprised of two sheets of 3.2 mm (0.125 ") clear annealed glass with a 2.3 mm (0.090 ") thick Polyvinyl Buterate interlayer manufactured by Solutia. The insulated glass was separated by a 12.7 mm • (0.500 ") desiccant filled metal spacer system. All sheets of glass measured 1969 mm (77 - 1/2 ") wide by 940 mm (37 ") high. The glass was set from the interior against double sided adhesive tape by Venture Durace. A continuous bead of Sikaflex -522 elastic adhesive was utilized at the #I glass surface and a backfill /heal bead to interior #6 glass surface between the glass edges to sash members. Wood glazing beads (Drawing No. 08- 1504 -02 with overall dimensions of 0.130" by 0.281" by 0.383 ") were employed at the interior and secured with 18 gauge by 7/8" wire brads spaced 6" to 10" on center. A 12.7 mm (0.500 ") glazing bite was utilized. (See drawing No. 60- 3245 -01) Double Hung Glazing Details: The sash utilized Cardinal nominal 19.1 mm (3/4 ") thick clear insulating glass fabricated from one sheet of nominal 3.2 mm (0.125 ") thick clear annealed glass at the exterior. The interior laminated glass was comprised of two sheets of 2.7 mm (0.105 ") clear annealed glass with a 2.3 mm (0.090 ") thick Polyvinyl Buterate interlayer manufactured by Solutia. The insulated glass was separated by an 8.3 mm (0.325 ") desiccant filled metal spacer system. All sheets of glass measured 911 mm (35 - 7/8 ") wide by 830 mm (32 - 11/16 ") high. The glass was set from the interior against double sided adhesive tape by Venture Durace. A continuous bead of Sikaflex -522 elastic adhesive was utilized the 41 glass surface and a backfill /heal bead to interior #6 glass surface between the glass edges to sash members. Wood glazing beads (Drawing No. 08- 1504-02 with overall dimensions of 0.130" by 0.281" by 0.383 ") were employed at the interior and secured with 18 gauge by 7/8" wire brads spaced 6" to 10" on center. A 12.7 mm (0.500 ") glazing bite was utilized. (See drawing No. 60- 3198 -01) • J • Architectural Testing Test Specimen Description: (Continued) Weatherstripping: Description Ouantity Location 0.100" thick foam filled fin I row Frame head ( Drawing No. 12- 0011 -MOI ) 0.187' backed by 0.190" high 2 rows Jamb liners pile with center fin (Drawing No. 12- 0030- V0166) 53824.02- 602 -18 Page 3 of 12 0.080" thick foam filled fin I row Interior sash bottom rail (Drawing No. 12- 0055- MO456) 0.187' backed by 0.250" high I row Interior sash meeting rail pile with center fin (Drawing No. 12- 0030- VO166) 0.375' by 0.625' foam pad 2 rows Behind vinyl jamb liner 0.400" backed by 0.250" high pile 2 Center of vinyl jamb liners at with center fin, 0.812" long air pad interlock (Drawing No.03- 2834 -03) 0.228 "dia. vinyl hollow bulb I row Interior sash bottom rail (Drawing No. 02- 0020- WO565) Transom Construction: The frame members consisted of Laminated Veneer Lumber (LVL) (Drawing No. 08- 1004 -01 for head and jambs and Drawing No. 80- 1003 -01 for the sill, with overall dimensions of 0.530" by 4.066" by 0.656 ") were square cut, rabbeted, sealed with silicone and secured with three (3) 16 gauge by 1/2" crown by 1 -3/4" long staples per corner. Interior wood stops (Drawing No. 08- 1892 -02 with overall dimensions of 0.395' by 1.498" by 0.497') were employed at the interior and secured with 18 gauge by 3/16" crown by 1 -1/8" long staples spaced 6" to 10" on center. The extruded aluminum cladding (Drawing No. P0119700 at the head and jambs, with overall dimensions of 3.293" by 0.524" by 0.715' by 0.050" thick) was mitered, sealed, corner keyed, snap -fit to the wood frame members and secured with one (1) #6 by 1 -1/4" screw at the head cladding comers. The aluminum cladding at the sill (Drawing No. 04- 2101 -02, with overall dimensions of 0.500" by 3.813" by 0.715' by 0.050" thick) was square cut, coped, sealed, snap -fit to the wood sill member and secured with one (1) #6 by l -1/4" screw per corner. A 53824.02 -602 -18 Architectural Testing Page 4of12 • Test Specimen Description: (Continued) Transom Construction: (Continued) The aluminum cladding was secured to the wood frame members with 18 gauge by 1/2" crown by 1/2" long staples spaced approximately 10" on center. An aluminum jamb filter (Drawing No. 04- 2103 -02 with overall dimensions of 1.255" by 2.230" by 1.255' by 0.050" thick) was utilized between the frame aluminum cladding and the sash at the head and side jambs. It was square cut, snap -tit, sealed and secured to the wood frame members with 18 gauge by 1/2" crown by 1/2" long staples spaced approximately 8 -1/2" on center. Transom Sash Construction: The sash members consisted of molded pine. The head and stiles (Drawing No. 08- 2106 -02 with overall dimensions of 1.236" by 0.478" by 1.871 ") and the bottom rail (Drawing No. 08- 2108 -02 with overall dimensions of 1.648" by 0.791" by 1.800 "). The corners were of mortise and tenon construction and secured with two (2) 16 gauge by 2 -1/2" wire brads per corner. The extruded aluminum cladding (Drawing No. 04- 1018 -01 with overall dimensions of 0.359" by 1.014" by 0.366" by 0.050" thick) was miter cut, comer keyed, snap -fit to the wood sash members and secured with one (1) 96 by 1 -1/4" screw per comer. The sash was set into the frame from the interior against a continuous bed of silicone sealant. Wood shims were utilized between the sash and wood frame members spaced approximately 12" on center and secured to the frame with two (2) 18 gauge by 3/16" crown by 1/2" long staples per shim. The sash was secured to the frame • with #8 by 1 -5/8" screws going through the frame at each shim location and into the sash. Double Hung Frame Construction: The frame members utilized finger jointed pine at the head (Drawing No. 08- 1008 -01 with overall dimensions of 1.063" by 4.563" by 0.530 ") and the sill (Drawing No. 08- 1003 -01 with overall dimensions of 1.052" by 4.382" by 1.177 "). The jambs consisted of Laminated Veneer Lumber (LVL) (Drawing No. 08 -1004- 01 with overall dimensions of 0.530" by 4.066" by 0.656 "). The wood frame members utilized square cut, dadoed and sealed corner construction and secured with three (3) 16 gauge by 1/2" crown by 1 -1/2" long staples per comer. Vinyl jamb liners with foam backing were snap -fit into place. A wood jamb liner reinforcement (Drawing No. 60 -2409- 01 with overall dimensions of 0.438" by 0.438" by 12.000 ") was utilized behind both vinyl jamb liners at midspan and secured through the wood frame members into the reinforcement with three (3) #8 by 1" screws. The vertical wood stops (Drawing No. 08- 1892-02 with overall dimensions of 0.395' by 1.498" by 0.497') were secured to the wood frame members with 18 gauge by 3/16" crown by 1 -1/8" long staples spaced approximately 8" on center. The wood sill stop (Drawing No. 08- 1005 -01 with overall dimensions of (0.395' by 2.125' by 0.497') was silicone sealed and secured to the wood frame members with 18 gauge by 3/16" crown by 1 -1/8" long staples spaced 6" to 8" on center. A vinyl sill riser (Drawing No. 02 -1 173 -01 with overall dimensions of 1.422" by 0.602" by 1.242 ") was silicone sealed and snap -fit into the wood sill member. The extruded aluminum cladding at the head (Drawing No. P0119700 with overall dimensions of 3.293" by 0.524" by 0.715' 0.050" thick) was mitered, corner keyed, sealed, and secured with one (1) #6 by 1 -1/4" screw per comer. E L� • A 53824.02- 602 -18 Architectural Testing Page 5of12 Test Specimen Description: (Continued) Double Hung Frame Construction: (Continued) The extruded aluminum cladding at the sill (Drawing No. P0120600 with overall dimensions of 3.357' by 4.086" by 0.714" by 0.050" thick) was mitered, sealed in a continuous bed of silicone sealant, coped and secured with one (1) #6 by l -1/4" screw per corner. The extruded aluminum cladding at the head and jambs were snap -fit to the wood frame members and secured with 18 gauge by 3/8" crown by 1/2" long staples spaced 6" to 10" on center. Double Hung Sash Construction: The sash members consisted of molded pine sections at the stiles (Drawing No. 08- 1025 -01 with overall dimensions of 1.487' by 0.791" by 1.260 "). The exterior sash, top rail (Drawing No. 08- 1897 -02 with an overall dimensions of 1.487' by 2.258" by 1.558 ") and the exterior sash bottom rail, (Drawing No. 70- 0502 -01 with overall dimensions of 1.180" by 0.381" by 1.530 "). The interior sash, top rail (Drawing No. 60- 1588 -01 with overall dimensions of 1.494" by 0.746" by 1.824 "). The interior sash, bottom rail (Drawing No.08- 1022 -01 with overall dimensions of 1.487' by 2.258" by 1.558 "). The comers were of mortise and tenon construction and were secured with one (1) 16 gauge by 2 -1/2" wire brad per corner. The extruded aluminum cladding at the exterior sash, top rail (Drawing No.04- 1017 -01 with overall dimensions of 0.365' by 2.470" by 0.359" by 0.050" thick). The exterior sash, bottom rail, (Drawing No. 60 -1596- 01 with overall dimensions of 1.014" by 0.366" by 0.350" 0.050" thick). The interior sash, top rail (Drawing No. 60- 1584 -01 with overall dimensions of 1.014" by 0.366" by 0.350" by 0.050" thick). The interior sash, bottom rail (Drawing No. 04- 1017 -01 with an overall dimensions of 0.365' by 2.470" by 0.359" by 0.050" thick). The stiles (Drawing No. 04- 1018.01 with overall dimensions of 1.014" by 0.366" by 0.350" by 0.050" thick). All extruded aluminum cladding sash members were mitered, snap -fit to the wood sash members, comer keyed, sealed, and secured with two (2) #6 by l -1/4" screws per interior bottom rail and exterior top rail. The meeting rail corners utilized one (1) 46 by 1 -1/4" screw per corner. Horizontal and Vertical Mullion Construction: The horizontal mullion consisted of the transom and double hung frame members being mulled together with silicone sealant and secured with #7 by V screws spaced 7" to 12" an center. The horizontal mull members utilized one (1) 2" by 12" galvanized plate per each end which was secured with ten (10) 18 gauge by 3/8" crown by 1/2" long staples. An exterior extruded aluminum mull cap (Drawing No. 04- 0005 -CO586 with overall dimensions of 0.245' by 0.436" by 0.040" thick) was set in silicone and snap -fit into place. The vertical mullion consisted of the double hung frame jambs being mulled together with silicone sealant and secured with #7 by I" screws spaced 7" to 12" on center. Both mullions were secured at the inside stops with V wide by 3/8" long corrugated fasteners spaced 8" to 10" on center. " A 5 3 8 2 4 . 0 2 - 6 0 2 - 1 8 A r c h i t e c t u r a l T e s t i n g P a g e 6 o f 1 2 T e s t S p e c i m e n D e s c r i p t i o n : ( C o n t i n u e d ) S c r e e n C o n s t r u c t i o n : T h e s c r e e n f r a m e c o n s i s t e d o f r o l l - f o r m e d a l u m i n u m w i t h s q u a r e c u t a n d c o r n e r k e y e d c o n s t r u c t i o n . T h e s c r e e n u t i l i z e d f i b e r g l a s s m e s h . I t w a s s e c u r e d w i t h a c o n t i n u o u s r u b b e r s c r e e n s p l i n e . H a r d w a r e : D o u b l e h u n g w i n d o w s o n l y . I t e m s a r e l i s t e d p e r i n d i v i d u a l w i n d o w D e s c r i p t i o n Q u a n t i t y L o c a t i o n S a s h l o c k 2 I n t e r i o r s a s h , m e e t i n g r a i l l o c a t e d ( D r a w i n g N o . 0 8 - 0 8 5 7 - 0 1 ) 6 " f r o m e n d s o f s a s h L o c k k e e p e r 2 E x t e r i o r s a s h , m e e t i n g r a i l a d j a c e n t ( D r a w i n g N o . 1 2 - 2 7 0 0 - 0 3 ) t o s a s h l o c k s B l o c k a n d t a c k l e b a l a n c e s 2 F r a m e s i d e j a m b s ( D r a w i n g N o . 7 0 - 0 4 9 2 - 0 1 ) T i l t l a t c h 4 I n t e r i o r a n d e x t e r i o r s a s h , t o p r a i l o f ( D r a w i n g N o . 6 0 - 1 6 2 0 - 0 1 ) b o t h s a s h " T i l t p i n 2 E x t e r i o r s a s h , b o t t o m o f b o t h s t i l e s ( D r a w i n g N o . 6 0 - 2 4 2 8 - 0 1 ) P i v o t p i n 2 I n t e r i o r s a s h , b o t t o m o f b o t h s t i l e s ( D r a w i n g N o . P O 1 1 9 6 0 0 ) D r a i n a g e : D e s c r i p t i o n O u a n t i t y L o c a t i o n 0 . 7 5 0 " w i d e b y 0 . 1 8 7 ' h i g h s l o t 2 S i l l r i s e r 2 " f r o m e n d s I n s t a l l a t i o n : T h e w i n d o w w a s i n s t a l l e d i n t o a n o m i n a l 2 x 1 0 S p r u c e - P i n e - F i r # 2 d o u b l e w o o d b u c k . T h e i n t e g r a l n a i l i n g f i n w a s b e d d e d i n s i l i c o n e a n d s e c u r e d w i t h # 8 b y 1 " s c r e w s s p a c e d 6 " t o 8 " o n c e n t e r . A l l s c r e w h e a d s w e r e s e a l e d w i t h s i l i c o n e . T h e d o u b l e h u n g w i n d o w f r a m e j a m b s w e r e s e c u r e d t o t h e w o o d b u c k w i t h # 1 0 b y 2 - 1 / 4 " s c r e w s s p a c e d 1 2 " t o 1 6 " o n c e n t e r . 0 11 / 53824.02 - 602 -18 Architectural Testing Page 7of12 Test Results: The following results have been recorded: ASTM E 1886, Large Missile Impact Conditioning Temperature: 68 °F Missile Weight: 8.75 lbs Missile Length: 8'0" Muzzle Distance from Test Specimen: 17 ft. Test Unit #1 Impact 91: Missile Velocity: 50.0 fps and orientation was within t5° Impact Area: Center of glass on left double hung window, interior sash Observations: No holes or tears Results: Pass Impact #2: Missile Velocity: 50.0 fps and orientation was within t5° Impact Area: Center of transom glass Observations: No holes or tears Results: Pass • Test Unit #2 Impact #1: Missile Velocity: 49.9 fps and orientation was within t5° Impact Area: Lower left corner of glass on left double hung window, interior sash Observations: No holes or tears Results: Pass Imnact #2: Missile Velocity: 50.4 fps and orientation was within t5° Impact Area: Lower left corner of transom glass Observations: No holes or tears Results. Pass Test Unit #3 Impact #1: Missile Velocity: 50.1 fps and orientation was within t5° Impact Area: Upper right corner of left double hung window, interior sash Observations: No holes or tears Results: Pass Impact #2: Missile Velocity: 50.5 fps and orientation was within f50 Impact Area: Upper right corner of transom glass Observations: No holes or tears • Results: Pass " A r c h i t e c t u r a l T e s t i n g T e s t R e s u l t s : ( C o n t i n u e d ) A S T M E 1 8 8 6 , A i r P r e s s u r e C y c l i n g T e s t U n i t # 1 D e s i g n P r e s s u r e : + 5 5 . 0 / - 6 7 . 5 p s f P O S I T I V E P R F , S S I J R F . + 5 5 . 1 1 n c f P r e s s u r e A v e r a g e R a n g e N u m b e r C y c l e ( p s o o f c y c l e s T i m e s e c . 1 1 . 0 0 t o 2 7 . 5 0 3 5 0 0 1 . 7 0 0 . 0 0 t o 3 3 . 0 0 3 0 0 2 . 8 3 2 7 . 5 0 t o 4 4 . 0 0 6 0 0 1 . 7 2 1 6 . 5 0 t o 5 5 . 0 0 1 0 0 2 . 4 4 N E G A T I V E P R E S S U R E . - 6 7 . 5 n s f P r e s s u r e A v e r a g e R a n g e N u m b e r C y c l e ( p s o o f c y c l e s T i m e s e c . 2 0 . 2 5 t o 6 7 . 5 0 5 0 2 . 7 6 3 3 . 7 5 t o 5 4 . 0 0 1 0 5 0 2 . 1 8 0 . 0 0 t o 4 0 . 5 0 5 0 2 . 9 9 1 3 . 5 0 t o 3 3 . 7 5 3 3 5 0 1 . 7 8 O b s e r v a t i o n s : T e s t s p e c i m e n c o m p l e t e d c y c l i n g w i t h o u t f a i l u r e . R e s u l t : P a s s 5 3 8 2 4 . 0 2 - 6 0 2 - 1 8 P a g e 8 o f 1 2 u • 0 53824.02 - 602 -18 Architectural Testing Page 9of12 Test Results: (Continued) ASTM E 1886, Air Pressure Cycling Test Unit #2 Design Pressure: +55.0/ -67.5 psf POSITIVE PRESSURE + 55.0 nsf Pressure Average Range Number Cycle (psf) of cycles Time sec. 11.00 to 27.50 3500 1.73 0.00 to 33.00 300 2.69 27.50 to 44.00 600 1.90 16.50 to 55.00 100 2.28 NEGATIVE PRESSURE - 67.5 nsf Pressure Average Range Number Cycle (Psf) of cycles Time see. 20.25 to 67.50 50 2.72 33.75 to 54.00 1050 2.08 0.00 to 40.50 50 2.98 13.50 to 33.75 3350 2.05 Observations: Test specimen completed cycling without failure. Result: Pass L, • Architectural Testing Test Results: (Continued) ASTM E 1886, Air Pressure Cycling Test Unit 43 Design Pressure- +55,0/ -67.5 psf POSITIVF. PRRRMTRF + SS n ncf Pressure Average Range Number Cycle (Psi of cycles Time sec. 1 1.00 to 27.50 3500 1.97 0.00 to 33.00 300 2.99 27.50 to 44.00 —55-5—[-1 600 2.05 16.50 to —60 2.62 NEGATIVE PRFSSLIRF. - 67.5 ncf Pressure Average Range Number Cycle (Pst) of cycles Time sec. 20.25 to 67.50 50 2.92 33.75 to 54.00 1050 2.02 0.00 to 40.50 50 2.99 13.50 to 33.75 3350 2.11 Observations: Test specimen completed cycling without failure. Result: Pass 53824.02. 602 -18 Page 10 of 12 A 53824.02- 602 -18 Architectural Testing Page 11 of 12 General Note: Upon completion of testing, the specimens met the requirements of' Section 7 of ASTMS 1996. Test Equipment: Cannon: Constructed from steel piping utilizing compressed air to propel the missile. Missile: 2 x 4 Southern Pine Timing Device: Electronic Beam Type Cycling Mechanism: Computer controlled centrifugal blower with electronic pressure measuring device Tape and film were used to seal against air leakage during structural testing. In our opinion, the tape and film did not influence the results of the test. List of Official Observers: Name Company Mark Mitchell Weather Shield Windows & Doors Steve Laszinski SNE Enterprises, Inc. Audrey S. Matis Architectural Testing, Inc. Jeff M. Zibton Architectural Testing, Inc. . Joseph A. Reed Architectural Testing, Inc. Drawing Reference: The following drawings have been checked by ATI, and are representative of the samples tested: Representative samples of the test specimen and a copy of this report will be retained by ATI for a period of four years from the original test date. 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. This report may not be reproduced, except in full, without the approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC. Audrey S. Matis Joseph A. Reed, P.E.. Test Technician Director - Engineering and Product Testing ASM:jar /kmr Attachments: (pages) • Appendix -A: Weather Shield Windows & Doors Drawings (83) "X61e7 STORIS° Twin City Testing Corporation Materials Technology PROJECT NUMBER: 180 -6350 Page 1 of 11 - Notification # TCTCW102002 TEST DATE: 2111/02 - 2/13/02 MANUFACTURER'S IDENTIFICATION NAME OF APPLICANT: WEATHER SHIELD MFG., INC. One Weather Shield Plaza Medford, Wisconsin 54,151 CONTACT PERSON: Val Rogers STORK TWIN CITY TESTING NOTIFICATION #: TCTCWI02002 STORK TWIN CITY TESTING LAB CERTIFICATION #: 99- 1203.03 PRODUCT IDENTIFICATION Product Type: Aluminum Clad Double Hung Window Model Number: Legacy Lifeguard Tilt p Performance Class: +55/ -67 psf Overall Size: 45-112"x89-114" Sash (Top) Size: 41-5/8"x44-5/8" Sash (Bottom) Size: 42 -1/4" x 44 -3/4" PRODUCT DESCRIPTION FRAME Frame Construction: The window frame was fabricated from the following parts: i 1 Wood Frame Members Description Item # Overall Cross Section Species Wood Sill 8 4.069"x 1.205" Ponderosa Pine Wood Sill Riser 7 2.374" x 0.500" Ponderosa Pine Wood Head Jamb 1 4.197"x 1.250" Ponderosa Pine Parting Stop 12 1:575" x 0.625" Ponderosa Pine Wood Side Jamb 2 3.751" x 0.585" Ponderosa Pine Inside Stop 11 1.430" x 0750" Ponderosa Pine Vinyl Frame Members Description Item # Overall Cross Section Material Head Track 19 3.771" x 0.806" x 0.050" Rigid PVC . Jamb Liner 20 3.958" x 1.663" x 0.080" Rigid PVC Sill Riser 21 1.410" x 1.431" x .040" Rigid PVC Aluminum Cladding for Frame Members Description Item # Overall Cross Section Alloy Sill Cover 17 2.643" x 1.141" x 0.050" 6063 -T5 The following procedures (typical) were utilized when assembling the window frame: Frame Cladding Attachment: Each continuous frame cladding member is miter cut and secured to one another using one (1) injection molded, 30% GF Nylon corner key per corner. The frame cladding is then snap fit to the adjacent wood frame and fastened with a single row of %" x %" x 18 Ga. staples located 4" from each corner and a maximum of 16" on center thereafter. Information and statements In flis report are derived from matelot, irdannation oalor specifications fumishad lay the client and exclude any evesaned or Implad � arran6es as to the fdnaoc of Ne matsdal tested or analyzetl for any particular purpose or use. no. report is Me confidential proporty of our client and may not Ine used for aMertising purposes. STO R I,-q° Materials Technology PROJECT NUMBER: 180 -6350 Notification # TCTCW102002 Twin City Testing Corporation Page 2 of 11 TEST DATE: 2/11/02 - 2/13/02 Wood Frame Construction: The wood frame jambs are coped, and the corners are secured together with three (3) 15 -2" x .099" screw shank, blunt chisel point nails equally spaced through the jambs, into the head and sill. Corner Sealant: Each sill corner was sealed using a bead of GE 2801 Silglaze Silicone Sealant. SASH Top Sash Construction: All of the main members of the top sash were fabricated using the following aluminum extrusions and wood profiles: Wood Top Sash Members Description Item # Overall Cross Section Species Upper Sash Top Rail 3 2.406" x 1.063" Ponderosa Pine Sash Stile 10 1.250" x 1.063" Ponderosa Pine Upper Sash Check Rail 4 1.181" x 1.619" Laminated Hardwood Pine Skin Aluminum Bottom Sash Members Aluminum Top Sash Members Item # Description Item # Overall Cross Section Alloy Top & Bottom Rail Cover 15 2.918" x 1.109" x 0.050" 6063 -T5 Check Rail /Stile Cover 16 1.750" x 1.110" x 0.050" 6063 -T5 Bottom Sash Construction: All of the main members of the top sash were fabricated using the following aluminum extrusions and wood profiles: Wood Bottom Sash Members Description Item # Overall Cross Section Species Bottom Rail 6 2.406" x 1.063" Ponderosa Pine Sash Stile 10 1.250" x 1.063" Ponderosa Pine Lower Sash Check Rail 5 1.760" x 1.750" Laminated Hardwood Pine Skin Aluminum Bottom Sash Members Description Item # Overall Cross Section Alloy Top & Bottom Rail Cover 15 2.918" x 1.109"x 0.050" 6063 -T5 Check Rail /Stile Cover 16 1.750" x 1.110" x 0.050" 6063 -T5 The following procedures (typical) were utilized when assembling the panels: Sash Aluminum Cladding Attachment: Each continuous sash cladding member is miter cut and secured to one another using one (1) die cast zinc corner key per corner. The sash cladding is then snap fit to the adjacent wood sash. Sash Corner Construction: The wood sash members are coped, nailed, and secured with two (2) #8 x 3" screws through each stile into each top and bottom rail, and two (2) #8 x 3" screws through each meeting rail into each stile. intonation and statements in Nis report era derived tram mata,lal, l,Aormalion andtor sperJfiptions famished by the diem and exclude any expressed or implied maandes as b Me rhea otme matelot tested or araM" for any paruoular purpose or use. This reporl is Me confidential property of our silent and may not bo usual for sdva fling purposes. 1 c N STORK" Materials Technology PROJECT NUMBER: 180 -6350 Notification # TCTCW102002 SCREEN Twin City Testing Corporation Page 3 of 11 TEST DATE: 2/11/02 — 2/13/02 Insect Screen: The screen frame was roll- formed aluminum with injection - molded vinyl corner keys. Fiberglass screen cloth was attached to the frame.with a rubber screen spline. GLAZING Panel Glazing Stop Construction: The glazing stop used in all areas of this door and transom unit was fabricated from the following wood profile: Description Item # Overall Cross Section Species Interior glazing stop 9 0.625" x 0.500" Ponderosa Pine Glazing Stop Corner Construction: Each glazing stop was miter cut at the ends and butted together. Glazing Stop Attachment: Each glazing stop was mechanically attached to the adjacent panel member using a single row of 7/8" brad nails located 2" from the corners and a maximum of 10" on center thereafter. Glazing Material: The glazing material used in this test specimen was 7/16" thick (overall) Solutia Keep Safe Maximum annealed laminated glass, consisting of the following components: • 3/16" annealed glass • 0.090 Solutia Keep Safe PVB 3/16" annealed glass Glazing Method: Each lite of glass used in this test specimen was glazed as follows: Interior Side: A continuous bead of GE 2800 silicone glazing compound is applied to the glass and then the glazing stop is bedded in the sealant and mechanically secured in place. Exterior Side: A 1/8" x' /2 continuous bead of Dow 899 structural.glazing compound is applied to the aluminum tft glazing shelf. Daylight Opening Qty. Location Daylight Opening Glass Bite . 1 Top Sash 38 -114" x 40" ' /z" maximum 1 Bottom Sash 38 -314" x 39 -1/2" %" maximum WEATHER- STRIPPING Weather- stripping Used: Qty. Description Location 3.5 -If. Dual Vinyl Bulb Top Check Rail Weather- Top sash meeting rail strip 14.6 -If. .Jamb Liner Weather -strip Left and right jamb liners 14.6 -If. 0.187'x 0.270" Pile Weather -strip Jamb liners at interior and exterior of top sash 10.5 -If. Q -Ion leaf Head & Sill Weather -strip Bottom sash rail, top sash rail, head parting stop Inbnnabon and sYalemenLS in ft report are derived ham material, inb !Ion and/or spe mfi ms fumishad by pre Gent and =Muds any axpmssod or Implled wat dm as b P=" = of the material beled =r anely<ed for any partic+rlar W rpcee or use.Thls report ts the mnfidmpaf property of our dent aA may not be used for aWerti , puryoses. C STORK® Twin City Testing Corporation Materials Technology PROJECT NUMBER: 180 -6350 Page 4 of 11 Notification # TCTCW102002 - TEST DATE: 2 /11/02 - 2/13/02 HARDWARE Hardware Used: Qty. Description 2 Block and Tackle Balances 2 Metal Sweep Lock 2 Metal Dove Tail, male 2 Metal Dove Tail, female 2 Metal Tilt Pins, bottom sash 2 Metal Tilt Pins, top sash 4 Metal Tilt Latches 2 5/16" Dia. Snubber Pins WEEPING Weep Holes: N/A SEALANTS Sealants Used: Location In vinyl jamb liners along each jamb Meeting rail, 10" from each end Bottom meeting rail, 7" from each end Top sash meeting rail, 7" from each end Bottom end of each stile Each end of bottom surface of top meeting rail Top corners of each sash Screwed into sill & penetrating bottom rail cladding x 1" Location Sealant Perimeter Sealant GE 2801 Silglaze Silicone Sealant Exterior Structural Glazing Sealant Dow 899 structural glazing compound Interior Structural Glazing Sealant GE 2800 silicone glazing compound Frame Joint Sealant GE 2801 Silglaze Silicone Sealant Sash Joint Sealant GE 2801 Silglaze Silicone Sealant PRODUCT INSTALLATION INSTALLATION Frame to Wood Opening: The window frame was installed within a 2" x 10" pressure treated wood buck. The nailing fin was secured to the buck with 1 -1/4" sheetrock screws spaced 8" on center. One vertical nailing flange was removed. The wood jambs were secured by #8 x 2/112" screws through the jamb and shims, into the buck 6" from each corner and 16" on center thereafter. Informatk n end salemoms In this report are darned ryom maledal, hrformation and/or specifications bmnLq H by Iho client and mdvU any expressed w implied mmanties as to the rtes of tiro matenal tested or ewlyr for any pa. Idler ss,,oso or use.Thls report is the oonfidentiel property of our Gent and may not be used for advertising purposes. ri } STO R I,,® Materials Technology PROJECT NUMBER: 180 -6350 Notification # TCTCW102002 SUMMARY OF TEST RESULTS Twin City Testing Corporation TEST RESULTS Page 5 of 11 TEST DATE: 2/11/02 - 2/13/02 TEST METHOD TEST CONDITIONS TEST CONCLUSION A/W /S Tests T-55 and -67psf (PA 202) Design Pressure PASS Large Missile Impact Test (PA 201, ASTM E1886 and E1996) - PASS Cyclic Load Test + 55 and -67psf (PA 203, ASTM E1886 and E1996) Design Pressure PASS TEST SEQUENCE: a. Air Infiltration b. Pre load c. Design Load d. Water Penetration e. Structural Load f. Missile Impact g. Positive Cyclic Load h. Negative Cyclic load A UNIFORM STATIC LOAD TEST RESULTS: Loration of Deflection measurements: Infomrefim and stelemenls in Ihis report are Eorhvd from materiel, inlormefion -Wor speciflcMV. NrnishM by the dwnt and ex urte erry ®yrosseC or implietl warranties as to to fitness of to mateual tesletl or analyzed bt any partic,fiar purpose or use.This report is the c04fider6s] property of our diont and mey ml be usM for ad ortlsing purposes. t^ STORK® Materials Technology PROJECT NUMBER: 180 -6350 Notification # TCTCW102002 DEFLECTION DATA: POSITIVE LOAD: NEGATIVE LOAD: Twin City Testing Corporation Page 6 of 11 TEST DA'Z'E: 2/11/02 - 2/13102 +41.25 psf (30 Seconds) Deflection (in) Permanent set (in) Na na + 55 psf (30 Seconds) Deflection (in) Permanent set (in) 0.14 <0.01 + 62.5 psf (30 Seconds Deflection (in) Permanent set (in) 0.22 0.03 -50 ' 25 psf 30 Seconds) Deflection (in) I Permanent set (in) Na I na - 67 psf (30 Seconds) Deflection (in) Permanent set (in) 0.19 0.07 -100.5 psf 30 Seconds) Deflection (in) Permanent set (in) 0.24 0.10 REMARKS: The static load test was conducted according to the procedure outlined in ASTM E330. No signs of failure were observed in any of this specimen during the test. As such, this specimen was found to satisfy the uniform toad test requirements of Miami -Dade PA 202. WATER PENETRATION TEST: IMPACT TEST: Missile weight: 9.5lbs Muzzle distance from the test specimen: 9'-0" + 7' -7a (Length of missile) Information and sgternenb m No report are dern from material, Information aneVor specelom, furnished by the fAam end exclude any mgassed aimplietl aanarrtee as to the mnac offie matsdal tested oranay[ed brany oarNwlar pmpcse or usa. This moot k he wMdential erepeM of ourdiem and mw r be uwd bradortlefw ourooses. n r STO R I -4® Materials Technology PROJECT NUMBER: 180 -6350 Notification # TCTCW102002 Test Unit #1 PASS Twin City Testing Corporation Page 7 of 11 TEST DATE: 2/11/02 — 2/13/02 Impact#l: Lower Comer Missile Velocity: 49.63 fps Observations: No penetration, rips or separation. All locks remained engaged. Impact#2: Meeting Rail Missile Velocity: 49.12fps Observations: No penetration, rips or separation. All locks remained engaged Test Unit #2 Fail O O Impact#1: Center Glass Missile Velocity: 49.00 fps Observations: No penetration, rips or separation. All locks remained engaged. Impact#2: Lower Corner Missile Velocity: 49.63fps Observations: Glass separated from glazing hdnmlblton end slelemants in this report are dertvod from material, iMmmation amUor specfi dons Nmtshod by the of enl and exclude any m passed or imploil N rmnties as to the firm of the materiel tossed m analyzed for e y particular pumose or use. This report Is the canfldontat property of our dlent and may not be used for adverIs'og purposes. n n 1 STO R K Materials Technology PROJECT NUMBER: 180 -6350 Notification # TCTCW102002 Test Unit #3 PASS Twin City Testing Corporation Page 8 of 11 TEST DATE: 2/11/02— 2/13102 Impact#1: Meeting Rail Missile Velocity: 50.93 fps Observations: No penetration, rips or separation. All locks remained engaged. Impact#2: Center Glass Missile Velocity: 49.91 fps --4 Observations: No penetration, rips or separation. All locks remained engaged Test Unit #4 PASS Impact#1: Lower Corner Missile Velocity: 50.20 fps Observations: No penetration, rips or separation. All locks remained engaged. Imp4ct#2: Center Glass Missile Velocity: 49.08fps Observations: No penetration, rips or separation. All locks remained engaged Inton ta0on al stedemerds in this mpW ere deMad horn nulerial, Inronnation and/or spetifiutia S famished by l client and exclude arty expressed or implied wemdn as to die Wase at Na rnatonal tested or aaa Wad fur any Will purpose a use. This rayon is the confidential property of our client and may not be used for advertising purposes. I n J STORK® Materials Technology ,PROJECT NUMBER: 180 -6350 'Notification # TCTCW102002 CYCLIC LOAD TEST: CYCLIC TEST PRESSURE: +55 / - 67 psf LVGQIIVII VI Twin City Testing Corporation Page 9 of 11 TEST DATE: 2/11/02 — 2/13102 Design Load: +55psf Test unit #1 -67psf Pass — No Crack was formed longer than five inches and wider than 1/16" allowing air to pass in accordance with SFBC section 2315.2 Para. (h). UACTTT[)Tr PRESSURE NO.OF DEFLECTION PERMANENT SET RANGE CYCLES 11.0-27.5 psf 3500 0.0 -33.0 psf 300 .I35" 27.5 -44.0 psf 600 16.5 -55.0 psf 100 .285" 068" . IM PRESSURE RANGE 1 -67.0 psf NO.OF CYCLES 50 DEFLECTION PERMANENT SET 5 -53.6 psf E 1050 0 -40.2 psf 50 4 -33.5 psf 3350 .I35" InMxmadan arm swemanls m thls report are derived from malarial, irdmmathn and/ llffic me fumisbed by Mm dent and eWWe my eVressetl orlmpfietl wmranlles ae 0 th fMen of the material lasted or analyzed (many pmdpdarpu� or use.This fflmn s Mta cenfidw -UW pmaerty 0 our diem and may not be used fm advor mna aura s 0 1 n STORK® Materials Technology PROJECT NUMBER: 150 -6350 Notification # TCTCW102002 Twin City Testing Corporation Page 10 of 11 TEST DATE: 2/11/02 - 2113/02 Test unit #3 Pass -No Crack was formed longer than five inches and wider than 1/16" allowing air to pass in accordance with SFBC section 2315.2 Para. (h). POSTTIVF, PRESSURE RANGE NO.OF CYCLES DEFLECTION PERMANENT SET 11.0 -27.5 psf 3500 .480" 0.0 -33.0 psf 300 27.5 -44.0 psf 600 16.5 -55.0 psf 100 .445" .076" i►10TelV Y ►i1� PRESSURE RANGE NO.OF CYCLES DEFLECTION PERMANENT SET 20.1 -67.0 psf 50 .480" 33.5 -53.6 psf 1050 0.0 -40.2 psf 50 13.4 -33.5 psf 3350 .260" .085" / Test unit #4 Pass -No Crack was formed longer than five inches and wider than 1/16" allowing air to pass in accordance with SFBC section 2315.2 Para. (h). POSITIVE PRESSURE RANGE NO. OF CYCLES DEFLECTION, PERMANENT SET 11.0 -27.5 psf 3500 .255" 0.0 -33.0 psf 300 27.5 -44.0 psf 600 16.5 -55.0 psf 100 .260" .117" NEGATIVE PRESSURE RANGE -7-01 OF CYCLES DEFLECTION PERMANENT SET 20.1 -67.0 psf 50 .255" 33.5 -53.6 psf 1050 0.0 -40.2 psf 50 13.4 -33.5 psf 3350 .070" General Note: 2 mil plastic was required during the cycling test and is in the opinion of the P.E. Fh-af it did not influence the tests. Intermxdon and starements in this report are ddW0d from material. Iofossall andlorspedfications famished by the plant and exclude any axpressed ca Implietl wanandrm as to Via fMass of the material tasted or anaM17ed for any particular puryosa or use.nis report is to confidential property of our dle rt and may act be used for advertising puryosea This tepod shall not on reproduced axce ➢tin lua, wfthcut wda n approval of this laboratm..7he remMnp of false, Gctitiars or freWuleM stalamen5 ar enbiea on this document C STO R I-i® Materials Technology Twin City Testing Corporation PROJECT NUMBER: 180 -6350 Page 11 of 11 Notification # TCTCW102002 TEST DATE: 2111/02 — 2/13/02 TEST EQUIPMENT Cannon: PVC tube utilizing compressed air to propel missile Missile: 2 by 4 Southern yellow pine Timing Device: Electronic Beam Type Cycling Mechanism: Computer driven squirrel cage blower with electronic pressure measuring device Deflection Measuring Device: String Gage transducer, Deflection Measuring System software Official observers: Gary Norenberg, Twin City Testing John Bordagaray, Twin City Testing Derrick Swanson, P.E., Twin City Testing Dale Rasmussen, Weather Shield TEST PROCEDURE: The tests were conducted by Stork -Twin City Testing located at 723 South 72 "d Avenue, Wausau, Wisconsin 54401 in accordance with Dade County Building Code Compliance Office Protocols and the results were compared to the performance requirements. REMARKS: Twin City Testing will retain detailed drawings, representative 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. John R. Bordagaray Office Manager Product Testing Department (715) 848 -3935 qaje14 0 ' w (-3o—o? Derrick Swanson P.E Manager Product Testing Services 662 Cromwell Ave., St. Paul, MN 55114 (651)659 -7333 In( MMOn end etalemenis In this report ale derrretl from material. inbmalion enrVorspedfioefions tumished by ft diem and exclude any e,pressetl or hnpNStl warrenties oo m MO rMess Of ft matedal Wool ar analy od for any PortoUlat pugose ar use. This report Is the confidential property of our client and may not ba used for ed arosing purposes' ThIsmoortshall not he momdumd nxMnfinhnl,w ool wiMpn wnvrcnl NIFk UVVxntnv TurvnMlm NbLm MMIrvx.N hniNitmrxtatmm�nle,vaM,lx nn iM1le,lenimont 10/12/07 8:33 Candy �irngible WEATHER SHIELD MFG INC PO BOX 309 MEDFORD, WI 54451 -0309 PHONE: 715- 748 -2100 SOLD -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 PREMIER DEALER PAGE 1 ORDER ACKNOWLEDGMENT CQ 451486 001 319578697 003 9/11/06 9/14/06 SHIP -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 BUS HRS. 7:30 A.M. - 5:00 P.M. DEL CONT: DOUG TREDE 44TH & BARNARD ST. TERMS CALLED BY 2$ 10TH FM Nll -25 CU OE interface translation SALESMAN OUST. P.O. NO. JOB NAME SHIP VIA DELIVERY WEEK OF 701 JOHN FAULKNER / 732 SAMUEL CARRAWAY W/S TRACTOR /TRAILER 11/07/06 ITEM SEQ QTY DESCRIPTION LIST EXTENSION 451486 1 1 2 WS *LIFEGUARD* *NEW* FRENCH DOOR 21 451486 1.00O.BMP CONTEMPRA W /WHITE ALUM TFT 6 -0X8 -0 OUTSWING RIGHT -D 25- 1/16X81 -5/16 Glass Size 111INSL, 9/32" .090 KEEPSAFE MAX CLEAR ANN. I.S., TEMP LOW -E O.S. ** SPECIAL CUT - SEE DRAWING ** W/5/8" ANODIZED RECT GRILLE IN AIR SPACE *(03) SPECIAL * *AAMA 2605 ** BRUSHED NICKEL PVD 3 -POINT LOCKSET W /SHOOTBOLTS STYLE #1 W /STAINLESS STEEL ADJUSTABLE HINGES W/7 -1/2" BOTTOM RAIL W /KEY LOCK KEYED ALIKE W/7/8" RECT. SIMULATED DIVIDED LITE *(03) SPECIAL * *LIFEGUARD UPGRADE ** 6 -9/16 JB W /FINGERJOINT JAMB - INTERIOR W /FINGERJOINT JAMB - EXTERIOR APPLY JAMB EXTENSION (EXTRA CHARGE) LOCATION: A *CONTINUED* 001 - 319578697- 003 -RG PAGE 1 10/12/07 8:33 Candy �irngible PREM zR DEALER WEATHER SHIELD MFG INC ORDER ACKNOWLEDGMENT PO BOX 309 001 MEDFORD, WI 54451 -0309 003 PHONE: 715- 748 -2100 SOLD -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 PAGE 2 319578697 9/11/06 9/14/06 SHIP -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 BUS HRS. 7:30 A.M. - 5:00 P.M. DEL CONT: DOUG TREDE 44TH & BARNARD ST. TERMS CALLED BY 2$ 10TH FM Nll -25 CU OE interface translation SALESMAN OUST. P.O. NO. JOB NAME SHIP VIA DELIVERY WEEK OF 701 JOHN FAULKNER / 732 SAMUEL CARRAWAY W/S TRACTOR /TRAILER 11/07/06 ITEM SEQ QTY DESCRIPTION LIST EXTENSION *CONTINUED FROM PREVIOUS PAGE* PO 23055 -32 JOB SCHIFF RES DRAWING *451486* 2 1 1 WS *LIFEGUARD* *NEW* FRENCH DOOR 21 451486_2.000.BMP CONTEMPRA W /WHITE ALUM TFT 5 -0X8 -0 OUTSWING RIGHT -D 19- 1/16X81 -5/16 Glass Size 1 "INSL, 9/32" .090 KEEPSAFE MAX CLEAR ANN. I.S., TEMP LOW -E O.S. ** SPECIAL CUT - SEE DRAWING ** W/5/8" ANODIZED RECT GRILLE IN AIR SPACE *(03) SPECIAL * *AAMA 2605 ** BRUSHED NICKEL PVD 3 -POINT LOCKSET W /SHOOTBOLTS STYLE 41 W /STAINLESS STEEL ADJUSTABLE HINGES W/7 -1/2" BOTTOM RAIL W /KEY LOCK KEYED ALIKE W /7/8" RECT. SIMULATED DIVIDED LITE *(03) SPECIAL * *LIFEGUARD UPGRADE ** 6 -9/16 JB W /FINGERJOINT JAMB - INTERIOR W /FINGERJOINT JAMB - EXTERIOR APPLY JAMB EXTENSION (EXTRA CHARGE) LOCATION: B *CONTINUED* 001 - 319578697- 003 -RG PAGE 2 10/12/07 8:33 Candy zirngible PREMIER DEALER PAGE 3 WEATHER SHIELD MFG INC ORDER ACKNOWLEDGMENT PO BOX 309 001 319578697 MEDFORD, WI 54451 -0309 003 9/11/06 PHONE: 715 - 748 -2100 9/14/06 SOLD -TO: 3024619 912 232 -3128 SHIP -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 BUS HRS. 7:30 A.M. - 5:00 P.M. DEL CONT: DOUG TREDE 44TH & BARNARD ST. TERMS CALLED BY 20s 10TH FM Nll -25 CU OE interface translation SALESMAN OUST. P.O. NO. JOB NAME SHIP VIA DELIVERY WEEK OF 701 JOHN FAULKNER / 732 SAMUEL CARRAWAY W/S TRACTOR /TRAILER 11/07/06 ITEM SEQ QTY DESCRIPTION LIST EXTENSION *CONTINUED FROM PREVIOUS PAGE* PO 23055 -32 JOB SCHIFF RES DRAWING *451486* 3 1 2 WS *LIFEGUARD* *NEW* FRENCH DOOR 21 451486 3.000.BMP CONTEMPRA W /WHITE ALUM TFT 6 -0X7 -2 OUTSWING RIGHT -D 25- 1/16X71 -5/16 Glass Size 1 "INSL, 9/32" .090 KEEPSAFE MAX CLEAR ANN. I.S., TEMP LOW -E O.S. ** SPECIAL CUT - SEE DRAWING ** W /5/8" ANODIZED RECT GRILLE IN AIR SPACE *(03) SPECIAL * *AAMA 2605 ** BRUSHED NICKEL PVD 3 -POINT LOCKSET W /SHOOTBOLTS STYLE 41 W /STAINLESS STEEL ADJUSTABLE HINGES W/7 -1/2" BOTTOM RAIL W /KEY LOCK KEYED ALIKE W/7/8" RECT. SIMULATED DIVIDED LITE *(03) SPECIAL * *LIFEGUARD UPGRADE ** 6 -9/16 JB W /FINGERJOINT JAMB - INTERIOR W /FINGERJOINT JAMB - EXTERIOR APPLY JAMB EXTENSION (EXTRA CHARGE) LOCATION: J *CONTINUED* 001 - 319578697- 003 -RG PAGE 3 10/12/07 8:33 Candy -irngible WEATHER SHIELD MFG INC PO BOX 309 MEDFORD, WI 54451 -0309 PHONE: 715 -748 -2100 SOLD -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 PREM-ER DEALER PAGE 4 ORDER ACKNOWLEDGMENT 001 319578697 003 9/11/06 9/14/06 SHIP -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 BUS HRS. 7:30 A.M. - 5:00 P.M. DEL CONT: DOUG TREDE 44TH & BARNARD ST. TERMS CALLED BY 2% 10TH FM Nil -25 CU OE interface translation SALESMAN CUST. P.O. NO. JOB NAME SHIP VIA DELIVERY WEEK OF 701 JOHN FAULKNER / 732 SAMUEL CARRAWAY W/S TRACTOR /TRAILER 11/07/06 ITEM SEQ QTY DESCRIPTION LIST EXTENSION *CONTINUED FROM PREVIOUS PAGE* PO 23055 -32 JOB SCHIFF RES DRAWING *451486* 4 1 15 LEGACY *LIFEGUARD* TILT 11 CONTEMPRA 451486 4.00O.BMP W /WHITE ALUM TFT 32X40 31- 1/16X40 -1/2 Actual Top Glass Size 31- 11/16X39 -3/8 Actual Glass Size SINGLE GLAZE 7/16" CLEAR ANNEALED .090" LAMINATED "KEEPSAFE MAX" W/7/8" RECT SIMULATED DIVIDED LITE, TOP SASH ONLY *2W1H 6 -9/16 JB * *AAMA 2605 ** WHITE FULL SCREEN W /WHITE HARDWARE NO FINGER PULL ROUT W/2 SASH LOCKS W /WHITE JAMB LINERS * *LIFEGUARD UPGRADE ** LOCATION: 1 -2 -3 PO 23055 -32 JOB SCHIFF RES 5 1 2 WS *LIFEGUARD* ENERGY SASH AWNING 11 451486 5.00O.BMP CONTEMPRA W /WHITE ALUM TFT 20X20 OPER *CONTINUED* 001- 319578697- 003 -RG PAGE 4 10/12/07 8:33 Candy Lirngible PREMIER DEALER PAGE 5 WEATHER SHIELD MFG INC ORDER ACKNOWLEDGMENT PO BOX 309 001 319578697 MEDFORD, WI 54451 -0309 003 9/11/06 PHONE: 715- 748 -2100 9/14/06 SOLD -TO: 3024619 912 232 -3128 SHIP -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 BUS HRS. 7:30 A.M. - 5:00 P.M. DEL CONT: DOUG TREDE 44TH & BARNARD ST TERMS CALLED BY 2% 10TH FM Nll -25 CU OE interface translation SALESMAN CUST. P.O. NO. JOB NAME SHIP VIA DELIVERY WEEK OF 701 JOHN FAULKNER / 732 SAMUEL CARRAWAY W/S TRACTOR /TRAILER 11/07/06 ITEM SEQ QTY DESCRIPTION LIST EXTENSION *CONTINUED FROM PREVIOUS PAGE* 1 "INSL, 13/32" .090 KEEPSAFE MAX ANN. LAMI I.S. PANE, STD LOW -E O.S. PANE W /5/8" ANODIZED RECT GRILLE IN AIR SPACE 2W2H 6 -9/16 JB * *AAMA 2605 ** W /WHITE SCREEN(S) W /WHITE HARDWARE W /SEACOAST HARDWARE W/7/8" RECT. SIMULATED DIVIDED LITE 2W2H W/2 SASH LOCKS * *LIFEGUARD UPGRADE ** LOCATION: 4 PO 23055 -32 JOB SCHIFF RES 6 1 2 WS *LIFEGUARD* ENERGY SASH AWNING 11 451486 6.00O.BMP CONTEMPRA W /WHITE ALUM TFT 20X20 OPER W /5/8" ANODIZED RECT GRILLE IN AIR SPACE 2W2H 6 -9/16 JB * *AAMA 2605 ** W /WHITE SCREEN(S) W /WHITE HARDWARE *CONTINUED* 001- 319578697- 003 -RG PAGE 5 10/12/07 8:33 Candy zirngible PREMIER DEALER WEATHER SHIELD MFG INC ORDER ACKNOWLEDGMENT PO BOX 309 001 MEDFORD, WI 54451 -0309 003 PHONE: 715- 748 -2100 SOLD -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 PAGE 6 319578697 9/11/06 9/14/06 SHIP -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 BUS HRS. 7:30 A.M. - 5:00 P.M. DEL CONT: DOUG TREDE 44TH & BARNARD ST. TERMS CALLED BY 2°s 10TH FM Nll -25 CU OE interface translation SALESMAN CUST. P.O. NO. JOB NAME SHIP VIA DELIVERY WEEK OF 701 JOHN FAULKNER / 732 SAMUEL CARRAWAY W/S TRACTOR /TRAILER 11/07/06 ITEM SEQ QTY DESCRIPTION LIST EXTENSION *CONTINUED FROM PREVIOUS PAGE* W /SEACOAST HARDWARE W/7/8" RECT. SIMULATED DIVIDED LITE 2W2H W/2 SASH LOCKS * *LIFEGUARD UPGRADE ** 1 "INSL, 13/32" .090 KEEPSAFE MAX ANN. LAMI I.S. PANE, TEMP LOW -E O.S. PANE LOCATION: 4- TEMPERED PO 23055 -32 JOB SCHIFF RES 7 1 1 WS *LIFEGUARD* TILT 21 (1102) CONTEMPRA W /WHITE ALUM TFT 26X28 25- 7/8X27 -11/16 Actual Glass Size W/7/8" RECT SIMULATED DIVIDED LITE, SASH ONLY *2W1H W /5/8" ANODIZED GRILLE IN AIR SPACE, SASH ONLY *2W1H 6 -9/16 JB * *AAMA 2605 ** WHITE FULL SCREEN W /WHITE HARDWARE NO FINGER PULL ROUT W/2 SASH LOCKS W /WHITE JAMB LINERS TOP WOR 451486_7.000.BMP *CONTINUED* 001 - 319578697- 003 -RG PAGE 6 10/12/07 8:33 Candy Zirngible PREMIER DEALER PAGE 7 WEATHER SHIELD MFG INC ORDER ACKNOWLEDGMENT PO BOX 309 001 319578697 MEDFORD, WI 54451 -0309 003 9/11/06 PHONE: 715 - 748 -2100 9/14/06 SOLD -TO: 3024619 912 232 -3128 SHIP -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC T H GUERRY LUMBER CO INC 123 W 44TH ST 123 W 44TH ST PO BOX 23859 PO BOX 23859 SAVANNAH, GA 31403 -3859 SAVANNAH, GA 31403 -3859 BUS HRS. 7:30 A.M. - 5:00 P.M. DEL CONT: DOUG TREDE 44TH & BARNARD ST. TERMS CALLED BY 29- 10TH FM NII -25 CU OE interface translation SALESMAN OUST. P.O. NO. JOB NAME SHIP VIA DELIVERY WEEK OF 701 JOHN FAULKNER / 732 SAMUEL CARRAWAY W/S TRACTOR /TRAILER 11/07/06 ITEM SEQ QTY DESCRIPTION LIST EXTENSION *CONTINUED FROM PREVIOUS PAGE* 3/4" INSL, 9/32" .090 KEEPSAFE MAX ANN. LAMI I.S. PANE, 1/8" LOW -E O.S_ PANE * *LIFEGUARD UPGRADE ** LOCATION: 5 PO 23055 -32 JOB SCHIFF RES 8 1 8 WS *LIFEGUARD* TILT 11 (1102) CONTEMPRA 451486_8.000.BMP W /WHITE ALUM TFT 32X30 31- 7/8X29 -11/16 Actual Glass Size W/7/8" RECT SIMULATED DIVIDED LITE, TOP SASH ONLY *2W1H W /5/8" ANODIZED GRILLE IN AIR SPACE, TOP SASH ONLY *2W1H 6 -9/16 JB * *AAMA 2605 ** WHITE FULL SCREEN W /WHITE HARDWARE NO FINGER PULL ROUT W/2 SASH LOCKS W /WHITE JAMB LINERS 3/4" INSL, 9/32" .090 KEEPSAFE MAX ANN. LAMI I.S. PANE, 1/8" LOW -E O.S. PANE * *LIFEGUARD UPGRADE ** LOCATION: 6 *CONTINUED* 001 - 319578697 - 003 -RG PAGE 7 10/12/07 8:33 Candy Zirngible PREMIER DEALER WEATHER SHIELD MFG INC ORDER ACKNOWLEDGMENT PO BOX 309 001 MEDFORD, WI 54451 -0309 003 PHONE: 715 - 748 -2100 SOLD -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 PAGE 8 319578697 9/11/06 9/14/06 SHIP -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 BUS HRS. 7 :30 A.M. - 5:00 P.M. DEL CONT: DOUG TREDE 44TH & BARNARD ST. TERMS CALLED BY 20 10TH FM Nll -25 CU OE interface translation SALESMAN OUST. P.O. NO. JOB NAME SHIP VIA DELIVERY WEEK OF 701 JOHN FAULKNER / 732 SAMUEL CARRAWAY W/S TRACTOR /TRAILER 11/07/06 ITEM SEQ QTY DESCRIPTION LIST EXTENSION *CONTINUED FROM PREVIOUS PAGE* PO 23055 -32 JOB SCHIFF RES 9 1 3 LEGACY *LIFEGUARD* TILT 11 CONTEMPRA 451486 9.000.BMP W /WHITE ALUM TFT 36X34 35- 1/16X34 -1/2 Actual Top Glass Size 35- 11/16X33 -3/8 Actual Glass Size SINGLE GLAZE 7/16" CLEAR ANNEALED .090" LAMINATED "KEEPSAFE MAX" W/7/8" RECT SIMULATED DIVIDED LITE, TOP SASH ONLY *2W1H 6 -9/16 JB * *AAMA 2605 ** WHITE FULL SCREEN W /WHITE HARDWARE NO FINGER PULL ROUT W/2 SASH LOCKS W /WHITE JAMB LINERS * *LIFEGUARD UPGRADE ** LOCATION: 7 PO 23055 -32 JOB SCHIFF RES 10 1 4 WS *LIFEGUARD* TILT 11 (1102) CONTEMPRA 451486 10.00O.BMP W /WHITE ALUM TFT 26X16 *CONTINUED* 001- 319578697- 003 -RG PAGE 8 10/12/07 8:33 Candy Lirngible PREMIER DEALER PAGE 9 WEATHER SHIELD MFG INC ORDER ACKNOWLEDGMENT PO BOX 309 001 319578697 MEDFORD, WI 54451 -0309 003 9/11/06 PHONE: 715- 748 -2100 9/14/06 SOLD -TO: 3024619 912 232 -3128 SHIP -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 BUS HRS. 7:30 A.M. - 5:00 P.M. DEL CONT: DOUG TREDE 44TH & BARNARD ST. TERMS CALLED BY 2t 10TH FM Nll -25 CU OE interface translation SALESMAN CUST. P.O. NO. JOB NAME SHIP VIA DELIVERY WEEK OF 701 JOHN FAULKNER / 732 SAMUEL CARRAWAY W/S TRACTOR /TRAILER 11/07/06 ITEM SEQ QTY DESCRIPTION LIST EXTENSION *CONTINUED FROM PREVIOUS PAGE* 25- 7/8X15 -11/16 Actual Glass Size W/7/8" RECT SIMULATED DIVIDED LITE, TOP SASH ONLY *2W1H W/5/8" ANODIZED GRILLE IN AIR SPACE, TOP SASH ONLY *2W1H 6 -9/16 JB * *AAMA 2605 ** WHITE FULL SCREEN W /WHITE HARDWARE NO FINGER PULL ROUT W/2 SASH LOCKS W /WHITE JAMB LINERS 3/4" INSL, 9/32" .090 KEEPSAFE MAX ANN. LAMI I.S. PANE, 1/8" LOW -E O.S. PANE * *LIFEGUARD UPGRADE ** LOCATION: 8 PO 23055 -32 JOB SCHIFF RES 11 1 1 WS *LIFEGUARD* TILT 11 (1102) CONTEMPRA 451486 11.00O.BMP W /WHITE ALUM TFT 32X20 31- 7/8X19 -11/16 Actual Glass Size W/7/8" RECT SIMULATED DIVIDED LITE, TOP SASH ONLY *2W1H W/5/8" ANODIZED GRILLE IN AIR SPACE, TOP *CONTINUED* 001 - 319578697- 003 -RG PAGE 9 10/12/07 8:33 Candy - irngible PREN,_,SR DEALER WEATHER SHIELD MFG INC ORDER ACKNOWLEDGMENT PO BOX 309 001 MEDFORD, WI 54451 -0309 003 PHONE: 715- 748 -2100 SOLD -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 PAGE 10 319578697 9/11/06 9/14/06 SHIP -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 BUS HRS. 7:30 A.M. - 5:00 P.M. DEL CONT: DOUG TREDE 44TH & BARNARD ST. TERMS CALLED BY 2% 10TH FM N11 -25 CU OE interface translation SALESMAN CUST. P.O. NO. JOB NAME SHIP VIA DELIVERY WEEK OF 701 JOHN FAULKNER / 732 SAMUEL CARRAWAY W/S TRACTOR /TRAILER 11/07/06 ITEM SEQ QTY DESCRIPTION LIST EXTENSION *CONTINUED FROM PREVIOUS PAGE* SASH ONLY *2W1H 6 -9/16 JB * *AAMA 2605 ** WHITE FULL SCREEN W /WHITE HARDWARE NO FINGER PULL ROUT W/2 SASH LOCKS W /WHITE JAMB LINERS 3/4" INSL, 9/32" .090 KEEPSAFE MAX ANN. LAMI I.S. PANE, 1/8" LOW -E O.S. PANE * *LIFEGUARD UPGRADE ** LOCATION: 9 PO 23055 -32 JOB SCHIFF RES 13 1 1 WS *LIFEGUARD* TILT 21 (1102) CONTEMPRA 451486 13.00O.BMP W /WHITE ALUM TFT 32X30 31- 7/8X29 -11/16 Actual Glass Size W /7/8" RECT SIMULATED DIVIDED LITE, TOP SASH ONLY *2W1H W /5/8" ANODIZED GRILLE IN AIR SPACE, TOP SASH ONLY *2W1H 6 -9/16 JB * *AAMA 2605 ** WHITE FULL SCREEN *CONTINUED* 001- 319578697- 003 -RG PAGE 10 10/12/07 8:33 Candy ..irngible PREWAR DEALER PAGE 11 WEATHER SHIELD MFG INC ORDER ACKNOWLEDGMENT PO BOX 309 001 33-9578697 MEDFORD, WI 54451 -0309 PHONE: 715- 748 -2100 003 9/11/06 9/14/06 SOLD -TO: 3024619 912 232 -3128 SHIP -TO: 3024619 912 232-3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 BUS HRS. 7:30 A.M. - 5:00 P.M. DEL CONT: DOUG TREDE 44TH & BARNARD ST. TERMS CALLED BY 21- 10TH FM Nll -25 CU OE interface translation SALESMAN CUST. P.O. NO, JOB NAME SHIP VIA DELIVERY WEEK OF 701 JOHN FAULKNER / 732 SAMUEL CARRAWAY W/S TRACTOR /TRAILER 11/07/06 ITEM SEQ QTY DESCRIPTION LIST EXTENSION *CONTINUED FROM PREVIOUS PAGE* W /WHITE HARDWARE NO FINGER PULL ROUT W/2 SASH LOCKS W /WHITE JAMB LINERS 3/4" INSL, 9/32" .090 KEEPSAFE MAX ANN. LAMI I.S. PANE, 1 /8" LOW -E O.S. PANE * *LIFEGUARD UPGRADE ** LOCATION: 11 PO 23055 -32 JOB SCHIFF RES 14 1 1 WS *LIFEGUARD* TILT 11 (1102) CONTEMPRA 451486 14.00O.BMP W /WHITE ALUM TFT 36X28 35- 7/8X27 -11/16 Actual Glass Size W/7/8" RECT SIMULATED DIVIDED LITE, TOP SASH ONLY *2W1H W /5/8" ANODIZED GRILLE IN AIR SPACE, TOP SASH ONLY *2W1H 6 -9/16 JB * *AAMA 2605 ** WHITE FULL SCREEN W /WHITE HARDWARE NO FINGER PULL ROUT W/2 SASH LOCKS W /WHITE JAMB LINERS *CONTINUED* 001- 319578697- 003 -RG PAGE 11 10/12/07 8:33 Candy -irngible WEATHER SHIELD MFG INC PO BOX 309 MEDFORD, WI 54451 -0309 PHONE: 715- 748 -2100 SOLD -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 PREN._ER DEALER PAGE 12 ORDER ACKNOWLEDGMENT 001 319578697 003 9/11/06 9/14/06 SHIP -TO: 3024619 912 232 -3128 T H GUERRY LUMBER CO INC 123 W 44TH ST PO BOX 23859 SAVANNAH, GA 31403 -3859 BUS HRS. 7:30 A.M. - 5:00 P.M. DEL CONT: DOUG TREDE 44TH & BARNARD ST. TERMS CALLED BY 29- 10TH FM Nll -25 CU OE interface translation SALESMAN OUST. P.O. NO. JOB NAME SHIP VIA DELIVERY WEEK OF 701 JOHN FAULKNER / 732 SAMUEL CARRAWAY W/S TRACTOR /TRAILER 11/07/06 ITEM SEQ QTY DESCRIPTION LIST EXTENSION *CONTINUED FROM PREVIOUS PAGE* 3/4" INSL, 9/32" .090 KEEPSAFE MAX ANN. LAMI I.S. PANE, 1/8" LOW -E O.S. PANE * *LIFEGUARD UPGRADE ** LOCATION: 10 PO 23055 -32 JOB SCHIFF RES 001 - 319578697- 003 -RG PAGE 12 PJ. e JT4 � S- b ,, , 14- F1 /0 R ro o&e • 'J�SWeII • Jae 7oL.,jti,r fv Inspection Report City of Tybee Island 403 Butler Avenue P.U. Box 2749 Tybee Island, GA 31328 Phone: (91.2) 786 -4513 extension 114 Fax: (912) 786 -9539 Permit No- Owner's Name ,�^�C Gen. Contractor IJ�pQ fate Req"estPd o - Q S-L)l Date Needed —_i( V — 013- O 1_ 'subcontractor Contact Number + o m(1m / J IJ - `ri 1 1 Location n Inspector Date of Inspection Type of Inspection FA^ a l 1 l TI, ') .• o s 4? I oI"� cir jer 6vz- or Vac. uc„m e er rrrPSA'r- o A- f :ncol MDch FA +I4 I ` }k-,�- pf-& ICS W I.dow FpIC U < Pass Fail 1rr 5-� a ink �o oS 4er far\ r Ma4Dn p/, Ph ,f/° peC-r G{- Inspec #ion Report City of Tybee Island 403 Butler Avenue F.O. Box 2749 Tybee Island, GP. 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit Nil lJQ_ 3 I�_-_! (p' Owner'c Name. I �` �� G Contractor `D �QQ _ Contact N I'm her Date Req±+ected C�a =1 2 - CD-7 Date Needed ____ 0: 0 " 13 - V --?- (q,2-) Subcontractor 'l _ l �, �,v p.• � =��'G. 3S S- 18 So Location Inspector____ Type. of Inspection Date of Inspection —1� 1):S o c C- 1_ Pass Fail ❑ ( ar for L 2T / �tJ�V �' �\ r RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 937 Phone 912 - 443 -5063 9 0(4 -03q? Location Address: 19 -2:5 C,6`FAQ'' IVY �VG • Lot # Release Date: (a-13-0 Type of Release: Temporary z Perm�nnt �� Subd Name: Electrician: T( !QM06 0 E l ^ p Electrician Phone Number: N 31 Ogtu Owner/Builder: C� Phone Number: 3 t- 41t t 0 t0 -0lk�a3 -A7UriAs (l5 4 ro IZI Location Address: _' Sj QR �� ey �V Z Lot # 4 w� •pp Type of Release: Temporary 2Pe-�rmaneS�t o WAY ;+S) Release Date: 3- O'j Subd Name: Electrician: L 5 ( Q a h Electrician Phone Number: 35 Z- 0110 OwnerBuilder. CeSs q;1 LLC Phone Number: 2-72-37c)4 Location Address: Type of Release: _Temporary _ Permanent Electrician: Owner/Builder: # Release Date: Subd Name: Electrician Phone Number: Phone Number: Y a , Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -457:3 extension 114 Fax: (912) 786 -9539 Permit Nn. f7 (e Owner's Name St�h i;en, Contractor >_I <- �gSSL� Contact Number Date RefAllected o Date Needed 0S-30 -07 3i3-og9� S T ubrontractor - 1 �'lo,v+aSJn IQC� . Location CI rh /V Tnspector.---- _ - -__J (I Date, of Tnspection ,-- --- _._ ---- 1 ype of I ncpertio n 40 w n '(1 0 J J_Cr — — -- Pass El r� Fail l 7 (l Inspection Report City of Tybee Island 403 Butler ,Avenue P -0. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. ''J 3�?5 Owner's Name C Gen. Contractor I Date Requested , ' -7 -- Date Needed T I Subcontractor Contact Number Location Date of Inspection Time Type of Inspection In <,rle�i o,� L�� P RSA I nspector )oY . Inspection Report City of Tybee Island 403 Butler Avenue P.L. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 II__ Permit No. D (O- 37 ) I�_ _ Date Requested C�_I 3_J1_ Owner's Name _ J C h . Date Needed a; - I `I - Gen. Contractor U �P -�Q� Subcontractor CanYact Nurnher Location - -- Date of Inspection Time _ p r Ins ector _ � Type of Inspection a c 4 CA_ ,-.b S DATE ISSUED: 02/09/07 WORK DESCRIPTI( WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUAREFOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION t- CITY OF TYBEE ISLAND BUILDING PERMIT PERMIT It: 060378 NEW RESIDENTIAL BLDG - SF 1925 CHATHAM AVE RYAN & KHISTEN SCHIFF 645 N PARK BLVD GLEN ELLYN IL 60137 T D REESE CONSTRUCTION 119 WINTERBERRY DR SAVANNAH GA 31406 4124 P 1 $9,749.00 \ �' $500,000.00 REINSPECTION FEE - FRAMING TOTAL BALANCE DUE: $ 30.00 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 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 Bader Avenue, Tybee Island, Georgia 31328 (912) 7864573 - FAX (912) 7865737 www.cityoftybee.org r-, Inspection deport City of Tybee Island 40:4 Butler Avenue P.G. Box 2749 Tybee Island, EGA. 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No Ip - -1 04vner's Name _ _ _. �. C h, � Date Needed 0- J-7 <;en. !'"nntra( tor � � h Re�sz�_. Subcontractor Cc,nr� {t NvimbQr w: v, :313 - L-i ( � G " AV& f5atrfri171 tirtlsl3r / /VC IiInP.. !f'rG)FTftfrr 1. Y 1r � F� i �017F !lt lImpi S - {'tion r0'( �0 C'r �i r }� ss P S t f(A Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (412) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. v �-r 03-� Owner's Name Gen. Contractor Contact Nirrnber O Bate Requested Date Needed Subcontractor Location - -- - -- I - 1 Z S ( h C3 �C � 0 VV,--j A Qj -- - Date of Inspection. �G-7 Time Type of Inspection � (�k n" . r - -- Q jJ�� � ,.-s O LN G 1' -ps FY: J 1`77 C )4C(?--f5 c �er K U C BPS 1 BoI�S o�c.//HS�ars Mlus7 �P / y UG StrQ/ A LV,Fvc'`! doors ") c,,�o- SS" TD Ic-g9 / 3Gs, y, 3 363.,2,3 3 c s nD ,GcC ZAC $p �. 3•/ y034d VA +gP. Inspection Report City of Tybee Island M13 Butler 1-Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (917) 786 -4573 extensiots 114 Fax, (912) 786 -9539 Permit No. _D (o c) -3� I O Owner`s Name k Gen. Contractor D.� p Ssz Date Requested ._ - O (o -- mate Needed Subcontractor rrr��rr Contact Number �y Location 'r- 1 Date of Inspection I �U C Time _ Inspector � _ - -- �r P Fo.r pryer oA/ bqer- C O M M . A N A L D A T E J A N - 2 5 - 2 0 a o s s o s T I M E 1 6 2 2 * * s o s * s o x * M O D E = M E M O R Y T R A N S M I S S I O N S T R R T = J A N - 2 5 1 6 : 2 1 E N D = J A N - 2 5 1 6 : 2 2 F I L E N 0 . = 1 4 3 S T N C O M M . O N E T O U C H / S T A T I O N N A M E / E M A I L A D D R E S S / T E L E P H O N E N O . P A G E S D U R A T I O N N O . A B B R N O . 0 0 1 O K C I T Y O F T Y B E E I C I T Y O F T Y B E E I S L . 9 1 2 7 % 9 5 3 9 * * * * * * * * * p ( , % C A S w c a t i C H A P T E R 1 5 E X H A U S T S Y S T E M S S E C T I O N M 1 5 0 1 C L O T H E S D R Y E R S E X H A U S T M I 5 0 1 . 1 G e n e r a l . D r y e r e x h a u s t s y s t e m s s h a l l b e i n d e p e n - d e n t o f a l l o t h e r s y s t e m s , s h a l l c o n v e y t h e m o i s t u r e t o t h e o u t d o o r s a n d s h a l l t e r m i n a t e o n t h e o u t s i d e o f t h e b u i l d i n g . E x h a u s t d u c t t e r m i n a t i o n s s h a l l b e i n a c c o r d a n c e w i t h t h e d r y e r m a n u f a c t u r e r s i n s t a l l a t i o n i n s t r u c t i o n s . S c r e e n s s h a l l n o t b e i n s t a l l e d a t t h e d u c t t e r m i n a t i o n . E x h a u s t d u c t s s h a l l n o t b e c o n n e c t e d w i t h s h u c t - m e t a l s c r e w s o r f a s t e n i n g m e a n s w h i c h e x t e n d i n t o t h e d u c t . E x h a u s t d u c t s s h a l l b e e q u i p p e d w i t h a b a c k d r a f t d a m p e r . E x h a u s t d u c t s s h a l l b e c o n s t r u c t e d o f m i u ) - m u m 0 . 0 1 6 - i n c h - t h i c k ( 0 . 4 0 6 m m ) r i g i d m e t a l d u e t s , h a v i n g s m o o t h i n t e r i o r s u r f a c e s w i t h j o i n t s r u n n i n g i n t h e d i r e c t i o n o f a i r f l o w . F l e x i b l e t r a n s i t i o n d u c t s u s e d t o c o n n e c t t h e d r y e r t o t h e e x h a u s t d u c t s y s t e m s h a l l b e l i m i t e d t o s i n g l e I o n g l h s , n o t t o e x c e e d S f e e t ( 2 4 3 8 m m ) i n l e n g t h a n d s h a l l b e l i s t e d a n d l a b e l e d i n a c c o r d a n c e w i t h U L 2 1 5 8 A . T r a n s i t i o n d u c t s s h a l l n o t b e c o n c e a l e d w i t h i n c o n s t r u c t i o n . M 1 5 0 1 . 2 E x h a u s t d u c t s i z e . T h e m i n i m u m d i a m e t e r o f t h e e x h a u s l d u c t s b a l l b e a s r e c o m m e n d e d b y d i e m a n u f a c l u r e r a n d s h a l l b e a t l e a s t t h e d i a m e t e r o f t h e a p p l u m m , o u t l 6 M 1 5 0 1 3 L m g t h U n d t a t i o n . T h e m a x i m u n h l e n g t h o f a c l o t h e s d r y e r e x h o u s t d u c t s h a l l n o t c x c e e d 2 5 f e e t ( 7 6 2 a m m ) f r o m t h e d r y e r l o c a t i o n t o t h e w a l l o r r o o f t e r m i n a t i o n . T h e m a x i m u m l e n g t h o f t h e d u c t s h a l l b e r e d u c e d 2 . 5 f e e t ( 7 6 2 m m ) f o r e a c h 4 5 - d e g r e e ( 0 . 7 9 r e d ) b e n d a n d 5 f e e t ( 1 5 2 4 m m ) f o r e a c h 9 0 - d e g r e e ( 1 . 6 r e d ) b e n d . T h e m a x i m m n l e n g t h o f t h e e x h a u s t d u c t d o e r n o t i n c l u d e t h e t r a n s i t i o n d u c t . E x c e p t i o n : W h e r e t h e m a k e a n d m o d e l o f t h e c l o t h e s d r y e r t o h e i n s t a l l e d i s k n o w n a n d t h e m a n u f a c t u r e r ' s i n s t a l l a t i o n i n s t r u c t i o n s f o r s u c h d r y e r a r e p r o v i d e d t o t h e b u i l d i n g o f f i . c i a l , t h e m a x i m u m l e n g t h o f t h e e x h a u s t d u c t , i n c l u d i n g a n y t r a n s i t i o n d u c t , s h a t b e p e r m i t t e d i n h e i n a c c o r d a n c e w i t h t h e d r y e r m a n u f a c t u r e r ' s i n s t a l l a t i o n i n s t r u c t i o n s . _ _ y _ 4 5 D 1 J " �� S E C T I O N M 7 5 0 2 p y Q R A N G E H O O D S M 1 5 0 2 . 1 G e n e r a l . R a n g e h o o d s s h a l l d i s c h a r g e t o t h e o u t - d o o r s t h r o u g h a s i n g l e - w a l l d u c t . T h e d u c t s e r v i n g t h e h o o d s h a l l h a v e a s m o o t h i n t e r i o r s u r f a c e , s h a l l b e a i r t i g h t a n d s h a l l b e e q u i p p e d w i t h a b a c k d r a 0 d a m p e r . D u c t s s e r v i n g r a n g e h o o d s s h a l l n o t t e r m i n a t e i n a n a t t i c o r c r a w l s p a c e " a r e a s i n s i d e t h e b u i l d i n g . E x c e p t i o n : W h e n i n s t a l l e d i n a c c o r d a n c e w i t h t h e m a n u f a c t u r e r ' s i n s t a l l a t i o n i n s t r u c t i o n s , a n d w h e r e m e c h a n - i c a l o r n a t u r a l v e n t i l a t i o n i s o t h e r w i s e p r o v i d e d , l i s t e d a n d l a b e l e d d u c t l e s s r a n g e h o o d s s h a l l n o t b e r e q u i r e d t o d i s c h a r g e t o t h e o u t d o o r s . M 1 5 0 2 . 2 D u c t m a t e r i a l . S i n g l e - w a l l d u c t s s e r v i n g r a n g e h o o d s s h a l l b e c o n s t r u c t e d o f g a l v a n i z e d s t e e l , s t a i n l e s s s t e e l o r c o p p e r . E x c e p t i o n : D u c t s f o r d o m e s t i c k i t c h e n c o n k i n g a p p l i a n c e s e q u i p p e d w i t h d o w n d r a 0 e x h a u s t s y s t e m s s h a l l b e p e r m i t t e d t o h e c o n s t r u c t e d o f s c h e d u l e 4 0 P V C p i p e p r o v i d e d t h a t t h e i n s t a l l a t i o n c o m p l i e s w i t h a l l o f t h e f o l l o w i n g . I . T h e d u e t s h a l l b e i n s t a l l e d u n d e r a c o n c r e t e s l a b p i n n e d o n g r a d e , 2 . T h e u n d e r f l o o r t r e n c h i n w h i c h t h e d u c t i s i n s t a l l e d s h a l l b e c o m p l e t e l y b a c k f i l l e d w i t h s a n d o r g r a v e l . 3 . T h e F V C d u c t s h a l l e x t e n d n o t g r e a t e r t h a n I i n c h ( 2 5 . 4 m m ) a b o v e t h e i n d o o r w n e r o t e f l o o r s u r f a c e , 4 . T h e P V C d u c t s h a l l e x t e n d n o t g r e a t e r t h a n I i n c h ( 2 5 , 4 m m ) a b o v e g r a d e o u t s i d e o f t h e b u i l d i n g , a n d 5 . T h e P V C d u c t s s h a l l b e s o l v e n t c e m e n t e d . S E C T I O N M I S 0 3 I N S T A L L A T I O N O F M I C R O W A V E O V E N S M I S 0 3 . 1 I n s t a l l a t i o n o f m i c r o w a v e o v e n o v e r a c o o k i n g a p p l i a n c e . ' T h e i n s t a l l a t i o n o f a l i s t e d a n d l a b e l e d c o o k i n g a p p l i a n c e o r m i c r o w a v e o v e n o v e r a l i s t e d a n d l a b e l e d c o o k i n g a p p l i a n c e s h a l l c o n f o r m t o t h e t e r m s o f t h e u p p e r a p p l i a n c e ' s l i s t i n g a n d l a b e l a n d t h e m a n u f a c t u r e r ' s i n s t a l l a t i o n i n s t r u c t i o n s . S E C T I O N M 1 5 0 4 O V E R H E A D E X H A U S T H O O D S M 1 5 0 4 . 1 G e n e r a l . D o m e s t i c o p e n - t o p b r o i l " u n i t s s h a l l b e p r o v i d e d w i t h a m e t a l e x h a u s t h o o d , n o t l e s s t h a n 2 8 g a g e , w i t h a c l e a r a n c e o f n o t l e s s t h a n 0 . 2 5 i n c h ( 6 . 4 m m ) b e t w a m t h e h e a d a n d t h e u n d e r s i d e o f c o m b u s t i b l e m a t e r i a l o r e n b i n e t s . A c l e a r a n c e o f a t l e a s t 2 4 i n c h e s ( 6 1 0 n u n ) s h a l l b e m a i n t a i n e d b e t w e e n t h e c o o k i n g s u r f a c e a n d t h e c o m b u s t i b l e m a t e r i a l o r c a b i n e t . T h e h o o d s h a l l b e a t l e a s t a s w i d e n s t h e b r o i l e r u n i t a n d s h a l l e x t e n d o v e r t h e e n t i r e u n i t . S u c h e x h a u s t h o o d s h a l l d i s - c h a r g e t o t h e o u t d o o r s a n d s h a l l b e e q u i p p e d w i t h a b a e k d r a f t d a m p e r o r o f c r m e a n s t o c o n t r o l i n f i l t r a t i o n / e x f i l t r a t i o n w h e n n m i n o p e r a t i o n . B r o i l e r u n i t s i n c o r p o r a t i n g a n i n t e g r a l e x h a u s t s y s t e m , a n d l i s t e d a n d l a b e l e d f o r u s e w i t h o u t a n e x h a u s t h o o d . n e e d n o t b e p r o v i d e d w i t h a n e x h a u s t h o o d . S E C T I O N M 7 5 0 6 E X H A U S T D U C T S M 1 S 0 5 . 1 D u e t s . W h c r e e x h a u s t d u c t c o n s t r u c t i o n i s n o t s p e c i - F e d i n t h i s c h a p t e r , s u c h c o n s t r u c t i o n s h a l l c o m p l y w i t h C h a p t e r 1 6 . 2 9 9 CHAPTER 15 EXHAUST SYSTEMS SECTION M1501 CLOTHES DRYERS EXHAUST M1501.1 General. Dryer exhaust systems shall be indepen- dent of all other systems, shall convey the moisture to the outdoors and shall terminate on the outside of the building. Exhaust duct terminations shall be in accordance with the dryer manufacturer's installation instructions. Screens shall not be installed at the duct tennination. Exhaust ducts shall not be connected with sheet -metal screws or fastening means which extend into the duct. Exhaust ducts shall be equipped with a backdraft damper. Exhaust ducts shall be constructed of mini- mum 0.016- inch -thick (0.406 mm) rigid metal ducts, having smooth interior surfaces with joints running in the direction of air flow. Flexible transition ducts used to connect the dryer to the exhaust duct system shall be limited to single lengths, not to exceed 8 feet (2438 mm) in length and shall be listed and labeled in accordance with UL 2158A. Transition ducts shall not be concealed within construction. M1501.2 Exhaust duct size. The minimum diameter of the exhaust duct shall be as recommended by the manufacturer and shall be at least the diameter of the appliance outlet. M1501.3 Length limitation. The maximum length of a clothes dryer exhaust duct shall not exceed 25 feet (7620 mm) from the dryer location to the wall or roof termination. The maximum length of the duct shall be reduced 2.5 feet (762 mm) for each 45- degree (0.79 rad) bend and 5 feet (1524 mm) for each 90- degree (1.6 rad) bend. The maximum length of the exhaust duct does not include the transition duct. Exception: Where the make and model of the clothes dryer to be installed is known and the manufacturer's installation instructions for such dryer are provided to the building offi- cial, the maximum length of the exhaust duct, including any transition duct, shall be permitted to be in accordance with the dryer manufacturer's installation instructions. ' _J Q wr 0 lf•, ,� SECTION M1502 RANGE HOODS M1502.1 General. Range hoods shall discharge to the out- doors through a single -wall duct. The duct serving the hood shall have a smooth interior surface, shall be air tight and shall be equipped with a backdraft damper. Ducts serving range hoods shall not terminate in an attic or crawl space or areas inside the building. Exception: Where installed in accordance with the manufacturer's installation instructions, and where mechan- ical or natural ventilation is otherwise provided, listed and labeled ductless range hoods shall not be required to discharge to the outdoors. M1502.2 Duct material. Single -wall ducts serving range hoods shall be constructed of galvanized steel, stainless steel or copper. Exception: Ducts for domestic kitchen cooking appliances equipped with down draft exhaust systems shall be permitted to be constructed of schedule 40 PVC pipe provided that the installation complies with all of the following: 1. The duct shall be installed under a concrete slab poured on grade, 2. The underfloor trench in which the duct is installed shall be completely backfilled with sand or gravel, 3. The PVC duct shall extend not greater than 1 inch (25.4 mm) above the indoor concrete floor surface, 4. The PVC duct shall extend not greater than 1 inch (25.4 mm) above grade outside of the building, and 5. The PVC ducts shall be solvent cemented. SECTION M1503 INSTALLATION OF MICROWAVE OVENS M1503.1 Installation of microwave oven over a cooking appliance. The installation of a listed and labeled cooking appliance or microwave oven over a listed and labeled cooking appliance shall conform to the terns of the upper appliance's listing and label and the manufacturer's installation instructions. SECTION M1504 OVERHEAD EXHAUST HOODS M1504.1 General. Domestic open -top broiler units shall be provided with a metal exhaust hood, not less than 28 gage, with a clearance of not less than 0.25 inch (6.4 mm) between the hood and the underside of combustible material or cabinets. A clearance of at least 24 inches (610 mm) shall be maintained between the cooking surface and the combustible material or cabinet. The hood shall be at least as wide as the broiler unit and shall extend over the entire unit. Such exhaust hood shall dis- charge to the outdoors and shall be equipped with a backdraft damper or other means to control infiltration/exfiltration when not in operation. Broiler units incorporating an integral exhaust system, and listed and labeled for use without an exhaust hood, need not be provided with an exhaust hood. SECTION M1505 EXHAUST DUCTS M1505.1 Ducts. Where exhaust duct construction is not speci- fied in this chapter, such construction shall comply with Chapter 16. 2000 INTERNATIONAL RESIDENTIAL CODE- 299 9 Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 perrmt No- Oco- _)378' owner'% Name SC� Gen. Co ntractn r - I D (! e PSG_ Contact Number _ —_ /,</0, q, !late Requested - �I _ -_� .�('` -. 0 `___ Date Needed Subcontractor 7 O/ln %�St�ll 313-oU �Jr Location I ! t� n �r L� Q m Ave.). Date of Inspection i� Time Inspector J Type of Inspection ) �P C/ Inspection Report City of Tybee Island 403 RHtler AVe"110 P.O. Box 2749 Tybee Island, GA 31328 Phone: (911) 186-4573 extension '114 Fax: (912) 766-9539 Permit No- (n 0 Date RenffeStpd Owner's Name Date N -.d d D Gen. Contractnr subcontractor Contact Number 3.5 1 3 a L-o 57 c) Location S- Af k C- 4 vv\.� v Date of Inspection 71 7 -7 Time I nspertn r I vn- eJ 1 L l Tic 0 4f' Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone- (912) 786 -45/3 extension 114 Fax: (912) 785 -9539 Permit Nn- t�10 _O 3 1 R -- — Date fie-quested owner's Name SC Date Needed Gen. Contractor � -Q-Q-,s Subcontractor J______- _______ Contact Number - ___ -- -- O rr J _ - -_ – (3 -4i' I -- (� hvN- V Location � � 5 C - - -- Date of Inspection, - - - - - Time Tnsnrct�r —_ - -- Type of Inspectioli yyl% ' �y Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No_ 06 - a3 �C. Owner's Name k'1 � 1 Gen. Contractor T, D. (Pe.5C Contact Number Location Z Date Requested Date Needed �ZCJD /p Subcontractor 36-_57- 165U Date of Inspection WIM Time inspector Type of Inspection 6L At a - -- " r; .�arjf `z - ' �.t Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31,328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. D(o ' 3 1 p Owners Name Gen. Contractor L� ICe�S9J Contact Number Z fir � Date Requested _ C) F- J' j 6 Date Needed 013- z 9- 0 (p Subcontractor I r D e s 'P ( Q - I33 Location I q 2 S Avej Date of Inspection 5a g /6Z Time Inspector J T Type of Inspection r -Lo •rno {��nSS Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912 ) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. C1 (.o - `0.3 (� O Owner's Name J C 1V , -} Gen. Contractor I� P1tS ki Contact Number 5 3 S Date Requested DO Z 3- 0 w Date Needed 4 - J �. (a' Z) 3 13 Subcontractor K e h r^ 7 5^ Location I 1 01--') k I h a -- - 1- 0, w v e, . _ Date of Inspection G6 Time Inspector Type of Inspection Q P 3'y — i V� �_y7- S 'Z-P c . I� 3 �f Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912 ) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No. C1 (.o - `0.3 (� O Owner's Name J C 1V , -} Gen. Contractor I� P1tS ki Contact Number 5 3 S Date Requested DO Z 3- 0 w Date Needed 4 - J �. (a' Z) 3 13 Subcontractor K e h r^ 7 5^ Location I 1 01--') k I h a -- - 1- 0, w v e, . _ Date of Inspection G6 Time Inspector Type of Inspection Q P 3'y — i V� �_y7- S 'Z-P * * * * * * * * * * * * * ** -Comm. ZNAL- * * * *** * * * * * *** * * * ** DATE AUG- 25 -20F K * ** TIME 0854 ** * *"" MODE = MEMORY TRANSMISSION START-AUG-25 0853 END= AUG -25 0854 FILE NO. =586 STN COMM. ONE - TOUCH/ STATION NAME /EMAIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABER NO. 001 OK a 4438877 001/001 00:00:22 -CITY OF TYBEE ISL. - ***** *** * * * * * * * * * * * * * * * * * * * * * * * * * * ** -CITY OF TYBEE - * * * ** - 912 706 9539- 14 RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 94 37 Phone 912- 443 -5063 44 3 -8P"77 olc. 033(a Location Address: yO OU.ctrs Row Lot Release Date: $•25 -Ow / wu. }er releas& Type of Release: Temporary ! Permanent Subd Name: Electrician: M, L. S tu&L Electrician Phone Number: 313 - 5i?S' OwnerBuilder: �rav1;5 it n s4'. Phone Number. (943 SW 2-Z S' CIS Otn- 03'18 Location Address: 19 .5 Ci o klnam Ave,, Lot # Release Date: 3-.7s-0 sa�7 �� le• Type of Release: ✓ Temporary `Permanent Subd Name: Electrician: `rho ,Psa ��te • Electrician Phone Number: (4/x)313- oS45 Owner/Builder: Phone Number: 0( -0392. Location Address: 20 I ,EG Q.pom o;, ]1'. Lot# Release Date: $•2SO(o _ / dew pel� Type of Release: (/ Temporary _Permanent Subd Name: Electrician: �T Lee— Electrician Phone Number: (c S 5- 90IJ Owner /Builder: ypo: s +• c5a„ py, 5,.4 tee: A cr Phone Number: Sr 3 T� 1 � Inspection Report r� City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone, 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No, 0 (p - 0') erg Date Requested: Owner's Name: TC % iP Date Needed: � Gen. Contractor: I jU S QJ Subcontractor: Contact Number: n k) C �M)rr S 0 � pp � Location: � q� t. C k a -�-� o v� Av &. Date of Inspection: Type of Inspection: Comments: QPSS Tncnartor_ Time of Inspection: Meeting of 2004 -09 -09 City Council Minutes Mayor Walter Parker called the September 9, 2004 City Council Meeting to order at 7:02 PM. Those members present, in addition to Mayor Parker, were Jason Buelterman, Eddie Crone, Mallory Pearce, Shirley Sessions, Paul Wolff and Jack Youmans. City Attorney Edward Hughes and City Manager Bob Thomson were also present. Father Costigan of St. Michael' s Catholic Church gave the invocation. Everyone recited the Pledge of Allegiance to the Flag. Mayor Parker said there was a long agenda and reminded everyone to make their remarks as brief as possible. Dan Massey, Candidate for Clerk of Superior Court, spoke to the Council Members and the citizens and asked for support and votes in the November Election. He said this position was not very exciting but very important. He said he would work toward building bridges between all of the Courts and encourage more friendly cooperation. Tiffany Dennis, Director of the YMCA, spoke to Council and gave a brief report on the activities for 2004. She said this was her 71 year and the Y keeps growing. This year there was 102 different children attending. She also presented a plan for 2005. She thanked Council and the Community for their support and participation. Sessions asked how many children attended the Summer Camp. Dennis said about 40 to 47 per day. Sessions asked what was the ratio of staff to children. Dennis said the Y' s standard was 1 staff member for every 15 children. She also said for younger children, 5 to 6 year olds, it was 1 to 10. She said they use college students and each staff member has to participate in the Y' s Christian Leadership Conference and in -house training. Parker thanked Dennis for ajob well done. Rachel Perkins told Council that the Tree Removal Mitigation Schedule had expired and asked them to review and update it. Perkins said that she had seen that the Noise Ordinance was to be discussed later and offered an idea that was used in Providence. She said as in most towns, the utility poles were routinely spaced so far a part. She said the police used these poles in noise enforcement, in that if they could hear a car radio or loud mufflers within the length of so many poles, it was too loud. Amy Gaster spoke in opposition to the proposed parking regulations for rental properties. She said it should apply to all residential property and asked who would enforce this. Gaster said she as well as most of the other property management companies, set parking limits, structure capacity and other rules with the guests. She said they enforce the rules themselves. Gaster said she would like to know who complained. She said there are no complaints on 90% of the short-term renters. She said this should be dealt with on a case -by -case basis and not put another unenforceable regulation on the books. Jason Buelterman said he has some announcements to make at this time. He said there would be a blood drive on Thursday, September 16. The Fire Department would have their Boot Drive on Saturday, October 2. The Tybee Beautification Assn. would have a Low Country Boil at Memorial Park Saturday from 3 to 7 PM, with our own Eddie Crone doing the cooking. He said this is to benefit the restoration of the Cemetery. Also, he said the Beach Sweep would be held on September 25f. Lawanna Tsoulos said the Big Band Boogie would be held at the Pier on September 171 and said she had tickets. Claire Price said she had an application from the Alec Temple for a parade in November. She said Alfred Waite just brought it in on Friday and the Department Heads had not had a chance to review it yet, but the Police Department said they did not have a problem with it. Price also said that Gene Kindrick of the American Legion had applied for a special permit for the 9 -11 Celebration of Patriot' s Day on Saturday at Memorial Park. She said this had been an annual event since 2001. The County had donated the band shell. Page 1 of 11 Mayor Parker opened, asked for comments and closed the following public hearings, as required by law. Dick Smith, Chairman of the Planning Commission, presented a request for a variance to the Shore Protection Act for Sprague Exley at 1909 Chatham Avenue, PIN 4- 9 -12 -1. Smith said the PC approved the request. Smith said a petitioner has to have approval from the City before they can apply to the State. Triece Ziblut, agent for Mr. Exley, said the property is 4 parcels that total 2.46 acres. She said that they are staying out of the dunes completely and are asking for no other variance. She said they have a hardship with the topography of the property in that it forms the Southern most tip of the Island and there is no structure to measure from. Ziblut said the Exley' s want to plan the development before selling any of the land. She said they had met with DNR and asked for guidance in the planning. They have followed the suggestions, and show, not just the footprint of the structures, but all landscaping as well. Ziblut said that the development is less than '/2 acre of the entire property. She said the hearing with DNR is tomorrow morning at 9:30 AM in Brunswick. Ziblut said the DNR staff report recommends approval. She said the Tybee jurisdiction line is very unusual and more than '/2 of the developed land is landward of that line. Ziblut said that they feel they meet the uniqueness of the land and the hardship issue required in Tybee' s criteria for approving a variance. Pearce asked if the owners were willing to place the dune area in a permanent conservation easement. Ziblut said they plan to do more than that and put Lot 30 and Lot 31, which are the most beach oriented lots, into a conservation easement. She said as far as the dunes are concerned, the DNR restrictions prohibit any development. Cullen Chambers asked what were the plans for the old existing structure. Ziblut said they would like to preserve the cottage somewhere on the Island. Chambers said he would like to let the owners know that if they decide to demolish the cottage, please let the Historical Society know and they will work with them to relocate the structure. Smith presented a request a variance for 8 feet in the front setback at 1016 Laurel Avenue, PIN 4- 26 -7 -19, for Tim Roose, Darren Michaels, Agent. Smith said this request is to enlarge a deck. He said the PC voted to deny the request. Darren Michaels said that the foundation is in place, no trees would be disturbed and there would be no roof on the deck. Michaels said he has a petition, signed by all 15 of the neighbors, supporting this variance request. Sessions asked about the hardship for this property. Michaels said the existing deck is small and the stairs take up about 1/2 of the allowable existing deck. He said for safety issues and comfort for the family, a larger deck is needed. Smith presented a Text Amendment to the Land Development Code to add parking requirements for rental property. He said the PC recommends 1 parking space for each bedroom and 1 additional space off street, and that they be shown on a site plan. He said the PC approved the recommendation. Youmans said this would ruin the rental business on Tybee. Keith Gay said Amy Gaster' s comments earlier outline the general consensus of the property management companies. Gay said that all of the rental agencies that he knows of have parking requirements in their agreements. He said some of the rental properties, not handled by agencies but by the owners, do not have requirements, do not pay hotel/motel taxes. He said if this were passed, who would enforce, will it be based on complaints, what would the penalty be and who would pay the fine, the owner or the agency. Hughes said it would be based on who the violator is. Gay said he agrees that parking is a problem but there has to be another solution. Gay said he is against placing another unenforceable law on the books. Henry Levy said that he has had problems in the past at his residence with cars parking everywhere. He said some of the owners couldn' t even get to their residences because of renter' s vehicles blocking the drive. Stacye Smith said that all of us love Tybee. Page 2 of I 1 She said if anyone has a problem with one of her renters to please call her. Smith said part of the problem is that the City did not require adequate parking when building permits were issued. She said as a property manager, she takes pride in providing adequate amenities to her renters. John Major said if anyone has a problem, they should call the agent. He asked if they were supposed to get rid of bedrooms so they would have enough parking. Pam O' Brien said that she thought legislation was not the answer to the parking problem. Smith said that City Council had asked the Planning Commission to consider the pros and cons of rezoning South Campbell Avenue from R2 to RIB. He said the PC was asked to recommend whether to go forward with this action. Smith said they had discussed this issue thoroughly, listened to residents, both of S. Campbell and other parts of the Island. He said the PC recommends that City Council take the appropriate action that they feel is warranted. Pearce asked Smith when the Planning Commission would make a proposal in regards to the Growth Control Ordinance that they have had for some time. Smith said the PC hopes to make a recommendation at the next meeting. Smith said they have asked repeatedly for information from the City and have not yet received that information. Smith said they have asked for the number of buildable lots on Tybee. Smith said he hopes that information would be available at the agenda meeting Monday night. Mayor Parker said that additional information was requested at the last meeting on several requests and he would like to hear those issues at this time. The first of these is 2 major subdivisions for Lots 6,7,8 & 9 S. Campbell Avenue for Mr. Keitzman. Harold Yellin, Agent, spoke to Council and said the changes and issues Council had, have all been addressed. He said they had redesigned the drainage to save more trees, and Davis Engineering has written a letter approving the plans. Yellin said no variances were being requested. Pearce asked if they would be willing to curve some of the drainage lines and driveways to preserve more trees. Yellin said absolutely, they would. Rusty Fleetwood said the issue here was density. He said there would be 8 lots on I of the subdivisions and 7 lots on the other. He said that issue still exists. Rachel Perkins said the plans show 2 drainage ditches side by side on the 2 subdivisions and asked why couldn' t they be combined into I to serve both subdivisions. She also suggested that the required number of trees per lot be upheld and mitigation is by lot. Several residents spoke in support of subdivisions. Roxanne Fleetwood spoke in opposition. Pearce asked if the developer would be willing to mitigate on a lot -by -lot basis, and Mr. Keitzman agreed. Sessions said that for the record and to answer Shell Solomon' s statement that Keitzman was asked to provide more than anyone else in his subdivision request, that a recent request on Bay & Byers was sent back several times. Attorney Tom Mahoney, representing Mr. Guerrard at 1009 & 1011 Jones Avenue, said this is a request for a major subdivision of 4 lots into 6 lots. Mahoney said all of the requirements have been met and the wetlands have been flagged. Sessions asked if they still were planning to ask for the 10 feet on Jones Avenue. Mahoney said that the front setback of 20 feet is being met on the access lane, which would be the front of the house. Mahoney said the edge of the pavement for Jones Avenue is 20 feet from the property line and with a 10 ft. setback, totals 30 feet from the edge of Jones Avenue. Sessions said that she believes the Council' s job is to consider all issues and decide what is best for all residents. She said the Code is open for interpretation and thinks this is a safety issue. Pearce asked if the lot sizes met our requirement and Dee Anderson said yes, they were all 4500 square feet. Page 3 of I1 Mr. Holloway spoke next regarding the request for a variance at 5 2nd Place. He thanked the Council for allowing him to come back and clear any misunderstandings. He said the neighbor to the West is right on the property line and the neighbor to the North is 3 inches off of the property line. He said he felt that his proposal was far better than anything else in the neighborhood. Holloway said that with this proposal, there would be 2 to 3 parking spaces and if they had to elevate the house they would have only 1 additional space. Holloway said he had met with Mr. Roach and felt that the 5 ft. setback was not the issue but the development of the property in any way and the possibility of renters. Holloway said that with the easement, there is 15 feet between the properties. Michael Roach, resident of 3 2nd Terrace, said he would like to see this house moved 5 feet to the South. Roach said there are 5 weekly rental units around his home and parking is a real problem during the season. He said the houses are close together and fire safety is a real issue. Sessions asked if the proposed plan would be better than it is now, especially as far as parking. Crone said when he talked to Roach, parking was not the problem. Roach said on his street it is the problem. Mayor Parker opened the meeting for business legally presented. Pearce motioned for approval of the minutes for the August 9, 2004 meeting, Wolff seconded. Vote was unanimous. Wolff motioned for approval of the Alcohol Beverage License for Morrison for a package shop at 1515 Butler Avenue, Pearce seconded. It was noted that all approvals were in place. Vote was unanimous. Pearce motioned for approval of variance to the Shore Protection Act for Exley at 1909 Chatham Avenue, Crone seconded. Vote was unanimous. Youmans motioned for approval for the 8 ft. variance for a deck for Roose at 1016 Laurel Avenue, Crone seconded. Buelterman said he could not see the hardship for this. Vote was 2, Youmans and Crone, in favor, and 4, Wolff, Sessions, Buelterman and Pearce, opposed. Pearce motioned for denial, Wolff seconded. Vote was 4, Wolff, Sessions, Buelterman and Pearce, in favor of denial, and 2, Youmans and Crone, opposed. Sessions thanked the property managers who wrote letters and spoke tonight. She said the LDC does not address parking requirements for residential rentals. She said this is actually a business in a residential district. She said she thought some of the residents who are having problems with parking, and some of the property managers should meet and discuss the issues and see if they can offer some alternatives. Parker said he thought the planning firm would address that in their study and whomever is interested, could work with them on this issue. Youmans motioned to deny the proposed Text Amendment for parking requirements for rental property, Buelterman seconded. Buelterman said he would like for the planning firm to look into this and come back with some proposals. Buelterman asked what a citizen could do if someone parks on their property or blocks their access to their property. Chief Price said they could call the police and have the car towed. Parker said for anyone interested in working with the planning firm, to get their name to him. Pearce said he acknowledges the problem and thinks that we need some kind of ordinance, but not necessarily this one. Vote was unanimous to deny the amendment. Page 4 of 11 Pearce motioned for approval for the major subdivision of Lots 6 & 7 S. Campbell Avenue contingent on the developer working with staff to improve plans to save as many trees as possible and curving the drainage lines, Buelterman seconded. Wolff said he still thought this should be done as 1 major subdivision. Youmans said he had talked with some of the neighbors and they were happy that the lots would be 4500 square feet for single - family and not any larger for duplexes. Pearce said he still had some density concerns but under current ordinances could not vote to deny. Vote was 4, Youmans, Buelterman, Crone and Pearce, in favor, and 2, Wolff and Sessions, opposed. Crone motioned for approval for the major subdivision of Lots 8 & 9 S. Campbell Avenue with the same contingency as in the previous request, Buelterman seconded. Vote was 4, Youmans, Buelterman, Crone and Pearce, in favor, and 2, Wolff and Sessions, opposed. Crone motioned for approval of the major subdivision at 1009 and 1011 Jones Avenue, Buelterman seconded. Buelterman said his concern was the issue of 10 feet from Jones Avenue. Buelterman said we couldn' t force this on Mr. Guerrard but we could change the ordinance to reflect if the property is on a well - traveled street, 20 feet is required. Sessions said she thought the intent of the Code is a matter of interpretation. Vote was 3, Youmans, Buelterman and Crone, in favor, and 3, Wolff, Sessions and Pearce, opposed. Mayor Parker voted in favor and broke the tie vote. Crone motioned for approval of the variance for Holloway and Vining at 5 2 "d Place, Buelterman seconded. Vote was unanimous. Sessions asked how the noise ordinance is enforced now and how we could keep the noise more contained. She said she had talked with several residents who voiced concerns about this on Highway 80 and Butler Avenue. Chief Price said they enforce the ordinance against loud music and that doesn' t seem to be a problem. He said they are ticketing speeders and will continue to enforce the speed limit. Chief Price said he would like to address the golf cart issue. He said he is afraid this would open up a lot of problems. He said he would like to only allow the carts from sun- up to sundown. Hughes said that restriction has been added to the ordinance. Hughes said that signs, stating what the regulations are, have to be put in place. Price said when people come in for the permit, they would be given a copy of the ordinance, read it and sign, stating that they have read the ordinance, so that they would know what the rules are. Parker asked what designates a handicap decal. Price said he is going by Georgia State Law and the people would have to go to the driver' s license office to get one. That would have to be shown when they apply for a golf cart permit. He said this permit is a lot more restrictive than a handicap - parking permit. Hughes said there is a State law that designates who can get a handicap drivers license. Thomson asked if Price had any information from DOT regarding the left turn light at First Street and Campbell Avenue. Price said he had not but would check on it. Parker said he would like everyone to know that coming onto the Island, it take 14 seconds longer, driving the speed limit than speeding 10 miles over the speed limit, to reach the Post Office. Page 5 of 11 Price said that Thomson wanted to discuss the closing of bars in cases of emergencies. Thomson said that he had found a County and State law that covers this situation and the local authorities could control the situation. Jimmy Brown presented the bids for replacing the roof for the school building. He said he had advertised for bids for the school building only and did not include the breezeway or the cafeteria. Brown said the bids included materials, labor, tools, equipment and other necessary items, as well as disposal of the old roofing debris. Brown said the work to be done was to be itemized and include prices for a 10 -year and a 20 -year roof. Brown said he had received 5 bids. Wolff asked if $66,000 was put in the current budget for this project. Thomson said Bill Epps was prepared to speak on this. Epps said $235,000 was budgeted in the General Fund for various projects, but he didn' t have the list of individual projects. Epps said he did not have any concerns regarding this project and the Line Item would be 1565. Sessions said that the Revenue over Expenditures Report she was given, indicates that the General Fund would be hit hard by other spending. Epps said about 1 million dollars of that was for the gym, which was unbudgeted. He said he would be coming forward and asking for an amendment to the budget to remedy that. Sessions asked where is that money coming from so that the General Fund can be balanced. Epps said there is a Reserve Fund established in the fund balance for the gym. Bueherman asked if the roof was in such bad shape that it couldn' t wait until 2005 to be repaired, given the nature of our current budget. Brown answered that the roof was in terrible shape and the building is being used more and more, with offices, meeting rooms and a City conference room. He said there has also been a problem with mold. Buelterman asked if it could wait until the next meeting or the meeting after that until Council can get some more firm figures from Epps. Brown said it could wait until October. Parker asked to hold off on tiling the restrooms for the same time when Mr. Epps can get the figures and report to Council. Youmans said he would like to know the cost of the tile. Pearce said there was a wide range of the bids for the roof and he would like to know if all of the bidders were reputable companies. Brown said the bids were from $61,000 down to $33,000 and he had no idea why such a difference. Wolff asked if the references had been checked and the length of time the companies had been in business. Pearce said if all were equally reputable, he thought we should go with the cheapest bid. Brown said he was waiting until the Council chose a company before checking references. Wolff said maybe he could check them while waiting for approval. Brown agreed and Wolff said check all 5 of bidders. Sessions told Brown he had done a good job in compiling all of the data and thanked him for his hard work. Buelterman said he had some concerns regarding the City' s hurricane preparedness procedures. There was a long discussion concerning this issue. It was determined that the Mayor is the only one who can call for evacuation and in his absence, the Mayor Pro Tem. The Safety Director supplies the information needed in order to make the decision. Thomson agreed to have City staff post the City' s Emergency Plan on the WEB Site. Mayor Parker reminded everyone that he is the only one who is authorized to speak with any of the media during an emergency. Sessions offered to invite Phillip Webber, Director of the Chatham Emergency Management Agency, to speak to Council at our next meeting. All agreed that would be helpful. Youmans motioned to leave S. Campbell Avenue zoned R2, Crone seconded. Wolff said there would be a proposal tonight and if approved, would be sent to the Planning Commission next week, to increase lot size requirements. Wolff said this would be a compromise to rezoning and would like to see if this won' t solve the problems rather than Page 6 of 11 going through the long process of rezoning. Wolff said he had another proposal but that he would discuss it later in the meeting. Vote was 5, Wolff, Youmans, Sessions, Buelterman and Crone, in favor, and 1, Pearce, opposed. Mayor Parker called for a 5- minute break. Mayor Parker called the meeting back to order after the break. Youmans said he wanted to know about the tile. Jimmy Brown said the bid proposal was advertised for the tile work in the 5 public restrooms. The work would include materials, tools, labor, equipment to tile the floors and 4 feet up the walls. The restrooms are located at North Beach, Jaycee Park, Tybrisa Street, Marine Science Center and Memorial Park. Brown said only 1 bid was received. Youmans asked if the right price was $30,000 and Brown said if all of the restrooms are done. Parker asked if we could use private contractors, since we only received 1 bid. Brown said he understood that anything over $5,000 should be opened for bids. Thomson said it was not a requirement but a "best practice." Brown offered some alternatives for less money to improve the restrooms. He said pressure washing, painting, replacing the urinals and some general cleaning, in his opinion, would bring the restrooms up to standard. Brown said he had checked into putting mats on the floors after removing the paint on them now. He said he thought that it was a mistake to keep painting the floors because the sand on people' s feet acted just like sandpaper on the painted floors. Brown said he thought we could make the restrooms presentable and then look at tiling next year. Buelterman said we could wait until we hear the roof bids again next month. Buelterman said he had been pushing this for over a year and he was glad it was going forward, but he would like to make sure we have the money and where it would come from. Sessions said that some SCAD students painted the Marine Science Center restroom and it was very colorful. She said we could contact SCAD and see if some students wanted to take a project like this on for their project. She told Brown that she would get him some contacts. Wolff motioned to approve the contract with Phillips & Jordan for debris clean -up, Buelterman seconded. Vote was unanimous. Buelterman said that when the Seafood & Music Festival was approved at the last meeting, he had asked for a report regarding any problems so that a decision could be made whether to allow this festival next year and to allow it in the North Beach area. He said his main concern was parking in Jaycee Park. He said if it had rained, the park would have been torn up with all of the cars driving on the grass. He said there was a lot of traffic. Sessions said she agreed, and the traffic, parking and noise in the residential area were the reason she opposed allowing the festival. She said she still has concerns regarding using that residential area for this kind of event. Cullen Chambers said that he would like to clarify 2 things. He said the Tybee Island Historical Society is not opposed to a music festival on Tybee. He said the word on the street is that the Historical Society is opposed to a music festival on Tybee because they refused to allow parking on the Lighthouse grounds. He said the Board of Directors would work with any non - profit group that holds an event. Secondly, Chambers said the Friends of the Tybee Theatre has taken no position whatsoever on the music festival. He said one of the board members had received a call, saying that if anyone with that group opposed the festival, it would come back on them when they held an event to raise money for the theatre. He said that was petty politics and he didn' t want to get into that, and it serves no useful service. Chambers cited several problems he had encountered with the festival. Most of these problems dealt with traffic, Page 7 of 11 parking, noise, trash and lack of personnel to help and direct the attendees. He said cars were parked on the easement along Meddin Drive, on the grass median on Solomon and there were no signs directing traffic to Miller Avenue for parking. There were no signs directing traffic to the Lighthouse, as was promised. He said Meddin Drive is narrow and dangerous for that much traffic. He said the chief complaint was the noise and thought the residents should not be abused in this way. Jack Boylston, one of the promoters for the festival, told Council that he agreed with about 90% of what Chambers had said. Boylston said he had 8 staff members parking cars at the North Beach lot to maximize the parking. He said the City received revenue from parking and parking citations. He said people were parking every which way at Jaycee Park. He said people are people and they are going to do whatever they think they can get away with. He said he had paid over $2,000 for police to direct the traffic to the appropriate parking area. He said he had 2 directional signs made and took them to the parking supervisor, who he said was not there. He said he put the signs up. Boylston said he paid over $4,000 for parking to the City and $1,200 to DPW for trash pick -up. Boylston said as far a the noise, we had a 30 to 35 mph wind blowing inland, which pushed the noise toward the homes. Boylston said he was sorry but people are people and not robots. Buelterman said the Water /Sewer Committee had been discussing the work that needed to be done on the Butler Avenue lines, the ones on the beach side of Butler and Ft. Screven. Buelterman said this has been talked about for a long time and it was now time to move forward. He said it was going to cost a lot of money. Buelterman said before we spent the City' s money, he wanted the citizens to know what was going on. Buelterman proposed a meeting on September 21, 2004, which would be before the next Council meeting. He said the City staff would prepare a power point presentation, explaining what we are going to do, how long it will take, how much it will cost, how we are going to pay for it and let everyone know what the City is doing. Youmans asked why even talk about it until we know where the money is coming from. Buelterman said Thomson and Epps would have all of that information at the meeting. Crone said that we were doing everything we could to conserve water. He asked why did we have to wash items before putting them in the recycling bins. He said he thought that was defeating the purpose. Wolff said he agreed and that it was not necessary to rinse the recycling items. Waste Management said that they just recommended rinsing and this might cut down on insects. Sessions said she would like to know what we could do to have DOT put in a cross walk at 2nd Street and Butler Avenue. She said this intersection was just past the curve and she said she has seen some near accidents there. Sessions said several residents, who live in the area, had voiced some concern. Thomson said we could tell DOT what we want. Thomson added that while we were asking for this, he would like for Council to consider asking DOT to install larger signs at the crosswalk in front of City Hall. He said the signs are small and are hard to read. Thomson suggested Council motion for a resolution to get things started and he would get the resolution to the district engineer at DOT. All agreed and Thomson said he would make up the resolution and get it signed. Parker said DOT may or may not do this. Sessions asked what could we do to convince them to do it. She said it seemed to be a real safety issue. Parker said we would just explain the issue to them. Sessions told Parker he had some good connections and wrote good letters, so everyone would just count on him. Page 8 of 11 Wolff said that he had a Text Amendment to increase water rates for irrigation water meters and require them to have a rain sensor. He said this was discussed at the last meeting and Hughes had put it in ordinance form, which Council had in front of them. Wolff motioned for approval of this ordinance on 151 reading, Pearce seconded. Buelterman asked if this required 2 readings and Hughes said yes. Buelterman said he would support it now but had a few questions. Vote was unanimous. Wolff said there was some confusion on the pick -up dates for the beginning of recycling, and he apologized. He said the problems have been worked out and they are now picking up according to the schedule on the refrigerator magnets. Wolff said extra bins are available at City Hall. Parker said for those people who have lids, it is nice to use the lids while the bin is inside the house. Crone said one of the problems with pick -ups could have been the hard rain we had. Wolff said he would like to nominate Sally Jett to serve on the Audit Committee to replace Jan Fox, who resigned. Crone seconded, and the vote was unanimous. Hughes said the next item was misnamed and should be for the removal of the trash carts out of the City right of way after 24 hours of being picked up. Hughes said he thought that was probably longer than Council wanted. Council agreed that 24 hours was a fair amount of time. If someone was going to be out of town, Parker said a good neighbor could bring the cart in. Buelterman asked that status of the MRS issue with water access. Hughes said he is working with Chuck Eaton on that. Parker asked for a motion to put Chandler Kinsey on the Citizens Advisory Committee for CUTS. Parker said he would replace Henry Levy. Parker said Levy had been on the committee for a long time and thought we should have someone new serve. Buelterman so moved, Pearce seconded. Vote was unanimous. Pearce asked to discuss giving the Planning Commission time on their agenda to start planning the public hearing on the Control Growth Ordinance. Buelterman said he thought they were to get the information from City staff about the maximum build out. Pearce said they had been procrastinating but he thought we could wait until the next Council meeting. Pearce said if they continue to sit on it, he felt at some point Council should take some action. Pearce asked if there was a draft and Hughes said yes. Thomson said a gap was found in the Erosion and Sediment Enforcement in our enforcement capability when the legislature was passed. Thomson said he had a meeting scheduled for this week with DNR so they could explain how the State could authorize us to be our own enforcement authority. John Wynn had a mix up in his scheduling and could not come this week but has rescheduled for next week. Thomson said Wynn would explain what City staff has to do to enforce the erosion and sediment control, silt fencing and that sort of thing. Thomson said that it would be on the next agenda. Wolff said he has learned that Mark Williams and Chuck Bargeron are both certified. Pearce said he thought local control would be a good thing as the DNR grants variances from time to time. Hughes said we were 30 days into a 60 -day moratorium on applications for subdivisions. Hughes said one issue with this moratorium was whether it prohibited the issuance of building permits for the construction of duplexes. Hughes said he looked at the videotape Page 9 of 11 of the meeting and it was clear that it did not. The moratorium was only for accepting applications for subdivisions. Hughes said it should be made clear that the reason for the moratorium was the density issue while the proposal for increasing the minimum lot size was being discussed and the limitations on water capacity. Wolff said he would like the Planning Commission to consider, at Council' s request, the increase in lot sizes in R2 and C2. Wolff said he would like for this to come back to Council as soon as possible, during the period of the moratorium, so that we could act on it. Wolff said, as a separate issue, he would like the Planning Commission to consider eliminating private drives, which have proven to be a disaster in most cases, and requiring all major subdivisions to include either marginal or minor City streets as a part of the subdivision, meeting all City specifications, and at the end of one year, inspected and turned over to the City for maintenance. Youmans said he had a problem with this and that more of the people' s property was being taken away. Wolff motioned for approval, Pearce seconded. Buelterman asked Wolff to repeat the motion. Wolff said this was 2 separate issues, increasing minimum lot size in R2 and C2, and eliminating private drives in subdivisions and requiring the streets in major subdivisions to be turned over to the City at the end of one year for maintenance. Wolff said he would also like to have a minimum length on these streets and drives but that could wait. Youmans said Rachel Perkins conducted a study years ago on buildable lots left and there were 67 lots of 6000 square feet or less in RI. Youmans said all of these lots would be unbuildable. Wolff said they would be lots of record and grandfathered. Crone said the moratorium started out to be 1 thing and now it has grown into a book. Crone said none of this was discussed. Vote was 3, Wolff, Sessions and Pearce, in favor of sending to Planning Commission, and 3, Youmans, Buelterman and Crone, opposed. Parker voted in favor of sending to Planning Commission for recommendation, breaking the tie. Pearce motioned for approval on 2' reading for the ordinance for use of golf carts by the handicapped, Wolff seconded. There was discussion about the problems this ordinance could cause. It would be hard to enforce. Parker said because of all of the traffic here, he has opposed golf carts. Crone said anyone could get a handicap decal or tag. Sessions asked how the Mayor would fairly address the issue of handicapped people getting around. Parker answered to get our sidewalks fixed and use motorized wheelchairs along the sidewalks. Parker said he thought it was dangerous. Vote was 4, Wolff, Sessions, Buelterman and Pearce, in favor, and 2, Youmans and Crone, opposed. Mayor Parker called for the Action Items. Buelterman asked what was the status of deck safety. Thomson said he didn' t know if the Planning Commission had acted on this or not. He said the only way to certify the safety of a deck was to hire a structural engineer. Buelterman said he had initially asked for someone on City staff contact another community and find out how they handled a similar situation. Then, the Planning Commission could make a proposal. Buelterman said he felt sure there were other communities up and down the coast that have had this same problem. Thomson said he would find out where it stands. Buelterman said he had asked for a regular maintenance schedule for the recreation facilities. He said he had suggested keeping a log. He said it was supposed to be the YMCA' s responsibility to maintain the recreation facilities. Thomson said he thought we were doing a better job of maintenance but he didn' t know if they were keeping a log. Thomson said it almost took an act of Congress to get the softball field done, and the County finally put some dirt on it. He said if Buelterman wanted to see a routine Page 10 of 11 maintenance log, he would get it done. Buelterman said he wanted to see something from the Y showing they were complying with their contract. Sessions asked about the letter that was to be sent to the Chamber of Commerce requesting information per the contract. She said we have never received a budget from them, never received any information for review of how they are marketing Tybee, as well as other information we were supposed to be us. She asked Hughes if he was the person that to write the letter. Hughes said he thought he was supposed to help the Mayor write the letter. Sessions asked if they would have a letter to review by the next meeting. Parker said yes. Crone motioned to go to Executive Session to discuss litigation, personnel and real estate, Sessions seconded. Vote was unanimous. Wolff motioned to return to Regular Session, Pearce seconded. Vote was unanimous As there was no further business to discuss, Mayor Parker adjourned the meeting. Diane I Sikes Clerk Walter W. Parker Mayor Page 11 of 11 DATE ISSUED: 07 -6 -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 4 PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG - SF 1925 CHATHAM AVE RYAN & KIRSTAN SCHIFF 645 N PARK BLVD GLEN ELLYN IL 60137 T D REESE CONSTRUCTION 119 WINTERBERRY DR SAVANNAH GA 31406 4124 P $9,719.00 $500,000.00 TOTAL BALANCE DUE: PERMIT #: 060378 $9,719.00 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: �U e� P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Cieotgia 31328 (912) 7864573 - FAX (912) 7865737 www.eityoftybee.org T:'BEE ISLAND, GEORGIA S APPLICATION FOR BUILDING PERMIT «o 4- z> Location l 14 Q41 f l v�f PIN 0 q " 60 y I - a - Gb `I! iG. i f ADDRESS TELEPHONE Owner K +Sdt.. �p FS iV' Tc;, L 13 )vd le90 -cNZ SC>71 ILL W37 Ci 195 Architect or - Cuojcv Coles+, Ib1 fo. Go6.Sk. Ci12 f;7 7L Engineer epty I D ' Building T' D• Rccse ll°I wi» �° y°"� - 'S1*40b G122 -S 18,50 Contractor (Check all that apply) 3 13^ y I l New Construction d • Renovation Minor Addition Duplex Single Family ✓ Substantial Addition Residential ✓ Commercial Multi- Family Footprint Change___ Repairs Demolition Estimated Cost of Construction: $ 500,000 Construction Type Z (Enter Appropriate_ Number) (1) Wood Frame, (2) Wood & Masonry, (3) Brick Veneer, (4) Masonry, (5) Steel & Masonry, (6) Other (Please specify) Proposed Use: _ Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: �} r Units_ 0 Bedrooms 12 � Lot Area 62S�1D Living Space (Total Sart} I 4 Off- street Parking Spaces Trees Located & Listed on Site Plan One Access: Driveway 12 (Ft.) With Culvert? With Swale? Setbacks: Front 20 Rear �I Sides (L) to (R) ^10 A Stories 2 Height 35, 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 facilites will be provided through Cvr)cciv On -site waste & debris containers will be provided by Cove c Construction debris will by means I understand that I must be disposed of by CCM 4r, at Of Q"Vh.VSk/ comply with zonino, flood damage control, ic4LL1G V.i VJL.I OLiLL Gli 4t/Yli iccYic rr that the lot must be• staked cut 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 1 dt Signature of Applican Note: A Dermit normally takes 7 to ID days to Drocess. Please bring two checks to nay fees for new construction. Thank you! .................................. ............................... The following is to be completed by city Dersonnel: Zoning Classification NFIP Flood Zone -1lJNE FE. 1700 Approved Rezoning /Variance? Street Address & Number: New Existing Is it in compliance with city map? If not, has street name & /or x been reported to 2D?C? FENJA Certification Attached State Energy Code Affidavit Attached - Utilities & Public Works: Describe any unusual findings Access to Building Site Distance to Water Main Tap Site Distance to Sewer Stub Site Water Mete= Size Storm Drainage - — Approvals: Signature Date Zoning Administratcr -� -� -� c Fees: Code Enforcement Of -7 - Permit /5 sop Water /Sewer Total Ital ciors Storm Drainage ( a Fire Chief Water Tap Inspections Sewer Stub 5'50 City Manager Total W/S //00. S-12 -z)L 4;1S3 Jz p -s.+ ( 6LLe1:OS3-7'I) A- � Nsp w/S 3ID c 1565. 930. 1 100. 4I2�{. agog . �7l 9. - -250. — CITY OF TYBEE ISLAND INSPECTIONS DEPARTMENTT P.O. BOX 2749 TYBEE ISLAND, GA. 31328 s FOR STRUCTURES IN A FLOOD ZONE - FE-MA CERTIFICATION OF = LEVATION' IS REQUIRED. WXE: K-/c., ADDRESS:_ (¢� 1J pe"Ac $lvd. aI? t r'L\N , l LL (,(X -7 CONTRACTOR: PERMIT MSL. ACKNOWLEDGED AND AGREED TO THIS DAY OF Sy),-K* 19 -taut .2 STATE ENERGY CODE AFFIDAVIT Project Name.* )C 1,-h f-r �CS l fl&-) L-t Address: II.1� Permit Number: Owners Name: Lc, and KS ✓S Sc1+ �� This letter is to confirm the understanding of the owner/ contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 1992 Edition. I hereby declare that the design and construction of the referenced project is in compliance with the Georgia State Energy Code for Buildings, 1992 Edition. Compliance has been adhieved by one of the three methods of designs indicated in Chapters 4, 5 or 6 of the code. It is understood and agreed by the undersigned owner of agent and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application. The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without -his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all previous inspections have been approved. Owner and /or Date, �� 6` _ Contractor — Date (0-f,-61- (12/93) Date: Name: AddreaS: Telephone N0: Residence: Office 11M: Any alteration to city -owned streets, curbs, sidewalks, water lines, sewer lines, drainage pipes, catch basins, or other elements of the city's infrastructure, requires a permit frcm the city and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The city's infrastructure will not be degraded in any way. b. All necessary Safety precautions will be undertaken. c. The city will inspect the work in process and upon completion. d. The work will be accomplished to the city's satisfaction. a. The city shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portions of the city's code of ordinances dealing with the alteration, and agrees to fully comply with Such provisions. Description of alteration A sketch or drawin_c must be attached iilustratir_g the planned alteration. Attacked? City Deaian Standards And Specifications: All alterations to the City's infrastructure shall be accomplished in such a fashion so as_te restore the infrastructure to essentially the same condition that 'existed prior to the alteration, or to an improved condition, as determined by the city. Certification: I hereby acknowledge the above requirements, and certify that I will perform the above described alteration in accordance with these provisions. Signature Approvals: City Manager Date: Department Head: Inspections: CITY OF TYBEE ISLAND INSPECTIONS DEPARTMENT TEMPORARY ELECTRICAL SERVICE AFFIDAVIT PROJECT NAM1;• • SC I h f--r . G V1 ldGn m 6GCj' . TE IS LETTER IS TO CONFIRM THE UNDERSTANDING OF THE OWNER/CONTRACTOR TO THE CObIPLIANCE REQUMEM :ENT OF TJ37 GEORGIA STATE YM'DMI CONSTRUCTION CODES. : ar• IT IS UNDERSTOOD AND AGREED BY THE UNDERSIGNED THAT THE ISSUANCE OF TE11'IPORARY PO'4VER_DO S NOT CONSTITUTE APPROVAL TO DrMMYTHE STRUCTURE. A CERTIFICATE OF OCCUPANCY MUST BE ISSUED BY THE CITY OF TYBEE PRIOR TO THE STRUCTOFtE BEII� G OCCUPIED. THE OWNER/C'ONTRACTOR IS HEREBY HELD RESPONSIBLE FOR ANY VIOLATIONS TO THIS POLICY. A VIOLATION OF THIS POLICY MAY. RESULT IN,PISCONT UNUAA OF THE ELECTRICAL SERVICE. S� I-- DATE It�e- I la I. Applicad IL Applicant III. Appkcam - - .11 1. 1, . " . nr-c� Tel. Nn.: IV. Property Location: V. Tree Removal Requirements: In general, a tree density of three trees per each 4500 square feet of area must he maintained, or the pre-approval density, If the existing tree density is less, which pertains to all trees having a diameter at breast height of six (6) inches or greater. In addition,'blgnlflcant trace" may only be removed under limped circumstances, and must be replaced with trees of like species having a minimum diameter of two (2) Inches each, and of a sufficient quantity so that the cumulative diameter of the replaced trees Is equal to or greater than the cumulative diameters of the signlfitymt trees removed; or the applicant has other mitigation options. Sigaifieact trees are defined to include trees having a diameter at breast height or ten (10) Inches or greater of the following varieties: southern red cedar and hardwoods native to the Georgia coast, including but not limited to oaks, magnolia, hickories, sugarberry or backberry, red hay, spIney ash or toothache, sycamore, tupelo, sweeigum, and american holly. Article 7 of the Land Development Code Is attached to this perm% end sets forth the fall particulars of tree removal, replacement, and protection requirements. Vf. In order to assure compliance with these requirements, the following information is required: (Applicant Is to inititl each of the fallowing, and provide attachments as required) A._ Tree Survey, showing the location, size, and species of all trees having a diameter at breast height of six (6) Inches or greater, within the boundaries of the sitel in relationship to existing and planned Improvements on the site. B._ A written explanation as to which trees the Tree Removal Permit would apply to, and why it is necessary to remove such trees. C._ Applicant Attestation: I have reviewed Article?, Tree Removal Regulations, of the Tybee Island Land Development Cade, and agree to comply with the provisions tbereoL D._ A written declaration of which method of slgatficant tree removal mitigation will he accomplished, If applicable— VD. Applicant's Signature: Date; VIII. Approvals: Zoning Administrator: Date: Yes_ No_ City Manager: Date: CITY OF TY3EE ISLAND SUBCONTRACTOR LIST PLEASE LIST TW NAME JIM ADDRESS OF ALL PPATICIPATING SUBCONTRACTORS BELOW: 1. NAME: ADDRE TELEP OME., 'Q ✓' H4�� LICENSE MJWSERW -1003 szc- a3bgyo 2. NAME- : )MDRE TELEPHONE :ga a �� �'3 aq 3. NAM=: r • ADDRE� LICENSE NUY,---jEP CM I. 4-2. �s 13q I' r a)h�Ce t�lu�% _ dcx nc TEL - id'l - L LICENSE NUMBS -R 3 1 ( �v>a -rte, a3s3io 4. NAM: ; �j�111 ADDRESS: LICENSE 5. NAM.E:_C0 C` C0�5� (tAGhOXI CCU aDDR=_ss:lrC s �c lr� .`�c� LICENSE TELEPHONE: //�� 1 r �� r s P �� k e a R > . 0 0 , i ; R i g \ 0 1 r < f ��N M 1 - 2 9 i 1 ' B l e �� �� k s z t n � ' T r r , . . . A a ��r m J r I C r e a t e d b y M a p l t o n 6 / 2 1 / 2 0 0 6 9 : 2 6 : 0 0 A M u s i n g A r c I M S L 0 . 1 . � C o p y r i g h t 2 0 0 2 - 2 0 0 3 B i n a r y B u s , L t d . P a r c e l I D : 4 - 0 0 0 9 - 1 2 - 0 0 1 O w n e r N a m e : E X L E Y & K E A R N S F R A N K S P R A G U E & P r o p e r t y A d d r e s s : F i f O R - 2 F l o o d Z o n e : T Y B 4 C o m m i s s i o n e r C o d e : P a t r i c k K . F a r r e l l A l d e r m a n i c C o d e : U n i n c o r p o r a t e d C h a t h a m C o u n t y P h o n e : 3 5 5 - 6 6 9 9 C a l c u l a t e d A c r e a g e : 3 . 3 4 0 5 3 0 7 3 L a n d V a l u e : $ 1 , 0 2 6 , 0 0 0 . 0 0 R e a l - e s t a t e V a l u e : r < f ��N M 1 - 2 9 i 1 ' B l e �� �� k s z t n � ' T r r , . . . A a ��r m J r I C r e a t e d b y M a p l t o n 6 / 2 1 / 2 0 0 6 9 : 2 6 : 0 0 A M u s i n g A r c I M S L 0 . 1 . � C o p y r i g h t 2 0 0 2 - 2 0 0 3 B i n a r y B u s , L t d . P a r c e l I D : 4 - 0 0 0 9 - 1 2 - 0 0 1 O w n e r N a m e : E X L E Y & K E A R N S F R A N K S P R A G U E & P r o p e r t y A d d r e s s : C H A T H A M A V 0 0 1 9 0 9 Z o n i n g C o d e : R - 2 F l o o d Z o n e : T Y B 4 C o m m i s s i o n e r C o d e : P a t r i c k K . F a r r e l l A l d e r m a n i c C o d e : U n i n c o r p o r a t e d C h a t h a m C o u n t y P h o n e : 3 5 5 - 6 6 9 9 C a l c u l a t e d A c r e a g e : 3 . 3 4 0 5 3 0 7 3 L a n d V a l u e : $ 1 , 0 2 6 , 0 0 0 . 0 0 R e a l - e s t a t e V a l u e : $ 1 , 0 8 9 , 5 0 0 . 0 0 S a l e P r i c e : $ 0 . 0 0 ��y S f G C u v R w M ��k a T e �� Q ����r ��s S h 0 - J A I 0 - " A i 0 9 0 f t N e i g h b o r h o o d C o d e : 0 2 0 1 8 9 0 0 Z i p C o d e : 3 1 3 2 8 L e g a l D e s c r i p t i o n : L T S 2 6 T H R U 3 1 W A R D 6 B u i l d i n g V a l u e : $ 6 3 , 5 0 0 . 0 0 S a l e D a t e : 1 1 / 1 2 / 1 9 9 6 x ' C 1 . 7 v n a Q � \ � � � k § � � / ■ � � _ � �| Q � � k \ % 4 \ � � 4 � � ? CA a 3 / \ \ \ « « k` g; §M j § \ $ > )\ \( �2 � § � 0 � � c A QQ z @ © R ( 2 b mg VD 4 Uc � § � 0 � � �| A QQ z @ / /ƒ //Cn/ \ ƒ/3 / DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352 -7787 davisenginckbcll south. net March 7, 2005 Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786 -9539 RE: Minor Subdivision of Lot 27 & 28 on Chatham Avenue for Jim Dixon Dear Mr. Anderson: We have reviewed the revised submittal from Boswell Design Services, Inc. Although Mark has demonstrated ISO required fire flow is available, he is providing a clearer worksheet on the fire flow calculations The Owner advised the maintenance responsibilities for the common driveway, drainage swales and storm water retention areas are covered in the recently prepared covenants and instruments related to the property owner's association. It is the City's decision as to whether recording of these documents is required concurrent with the recording of the final plat, prior to any building permits being issued, prior to any certificates of occupancy being issued or prior to a different time in the progress of this development. Reference is made to seaward toe of dunes flagged by Sligh Environmental, landward toe of dunes and post demolition DNR JD line. Mark Boswell has advised that he cannot get a suitable answer on: a) Why the dunes limits are noted as being by Sligh and not reference to any governmental agency is noted. b) What the designation post demolition is used. As these are setback issues I am merely calling them to your attention. I recommend your office be satisfied with these statements prior to proceeding further. Our review is limited to engineering issues. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. To the best of my knowledge and belief, these plans meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincere , erK. Davis, .E. President 2050170c