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ov TYBEE 4.1 aNt° y CEoRGIP CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 11-23-2005 PERMIT#: 050514 WORK DESCRIPTION: REPAIRS RESIDENTIAL BLDG WORK LOCATION: 1203 SIXTH AVE OWNER NAME KAREN GEROW ADDRESS 1203 6TH AVE CITY,ST,ZIP TYBEE ISLAND GA 313289604 CONTRACTOR NAME KAREN GEROW ADDRESS 1203 6TH AVE CITY STATE ZIP TYBEE ISLAND GA 313289604 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEE'S CHARGED $175.00 PROPERTY IDENTIFICATION# • PROJECT VALUATION $20,000.00 �‘4\,'Z3 TOTAL BALANCE DUE: $ 175.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org ,.„, ICC •m City of Tybee Island • Planning & Zoning Dept. WSW 1 Inspection Report ollsolk i//e.// 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERNATIONAI Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. ,) _ - --• , (-1 Date Requested Owner's Name (_,L , ) ,,/ Date Needed i e:7/.,di-z- Gen. Contractor Subcontractor , , - -I Contact Information ,__,' '/ .\, „, ,,, --; /) - -,' Project Address ,' , , ;/,‹ 7 Scope of Work Inspector Date of Inspection / ,-7 AInspection '-, (-4-4-)/// .( / --` -,/(-/n Pass 0 Fee /- i--- - -0,- ----)if:/07:-4-724-1(),, , Inspection Pass El Fail El Fee Inspection Pass El Fail 1=1 Fee Inspection Pass 0 Fail 0 Fee �yZ' City of Tybee Island •• Planning & Zoning Dept. • Inspection Report NUM ® Maa ,% 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERMAI Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. (�� -r, 1--� i' Date Requested U1 Owner's Name C Z ,3 Date Needed ,' lr Gen. Contractor Subcontractor Contact Information ESL Project Address T, -► Scope of Work 1!F , 5 k'' ��L7�: Inspector '11(�) Date of Inspection u, 1 1 01 v Inspection � U, �, _ !,t. - Pass Fail Fee1--/k,‘\ r Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail El Fee Inspection Pass ❑ Fail Fee CITY OF TYBEE ISLAND BUILDING PERMIT REINSPECTION FEE DATE ISSUED: 11-23-2005 PERMIT#: 050514 WORK DESCRIPTION REPAIRS RESIDENTIAL BLDG WORK LOCATION 1203 SIXTH AVE OWNER NAME KAREN GEROW ADDRESS 1203 6TH AVE CITY,ST,ZIP TYBEE ISLAND GA 31328-9604 PHONE NUMBER CONTRACTOR NAME KAREN GEROW ADDRESS 1203 6TH AVE CITY STATE ZIP TYBEE ISLAND GA 31328-9604 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $225.00 f PROPERTY IDENTIFICATION# (^�� PROJECT VALUATION $20,000.00 TOTAL BALANCE DUE: $ 50.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire,soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org s_i iv City of Tybee Island • Planning & Zoning Dept. Rur-4Z, Inspection Report atriih 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERN7ON Ai Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name H Date Needed Gen. Contractor Subcontractor Contact Information 1;t4) Project Address I 2(.77 4-Lpz. Scope of Work --);-7:-411 0 Inspector Date of Inspection yAS Inspec to , - si Fee Ait --)R143-Fc Inspection yvi IL Pass /t/ i Fee l Inspection Pass Fail\-6F) ee Inspection I') I- Pass Fail el Fe tAkrirTE.. 7? 4,44 ■ ' ti ; \ . , — ,, • 17• •• I .'i.l...-• •,...:.:: 1 .‘. .,.. .:-. I Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 . . • Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 -1:::k-`e -, i I Fax: (912) 186-9539 [ ,-7 Permit No, k., --." - L--` — , Date Requeted_ 1 _______ , .. 1 Owner'''?; avt41 EY Eti t_c'. Date Needed __,_-___.=.,_, ....... ..s2..,,.... ., ... _ 1 . 1 LI I Gen. Centraztor FiD1,-,,Ney)(,)y,_t { Subcontractor I ---„ I Contact Number 1.,)•Z.--r.:) v I._A Fs. vy, \4\-\ _ ri ak, -- 6. .:5-;-) 7 Locaton 4 L--.,R 03, .4,..., L....,... / --Zia- 7,:t3E.peotor - , _ Date of Inspection _ q ,(,/-7/e),...,P Type of .Inspt.,..ction /j1-/c2 fi---; - /..<() L.P r–akai \ Pass Lit , 1...... --TzwitA,,, . _.., .. I Fad ot..11. \ 1 '----.-\--- 1:: r— t' 04 .. i L )— \ IN, --t- (cp. L i \ . ..--, * Y'II I- p.1. 01. ; R) 1 , t , ,,...-: ----t 0 i i,.\. ( ob FE. -kilo". t-r) tiloiA. . (.:.,- . ( ..w, c,, S ,,c1.0 k , /:44. ,.:(:;`) . a a l •" ' L... as." ---4.(..cl" .. 'iii0c)- ,v TErs)t rYVrk:-..1 Is lot-0-e,r- (_.i. VI re-4N-• . ' -Ti O ) oo:r. \-'\ \ Wl ) "- 6, Ti) 0? i...•,,,),../...,-',S - -).-z. ee.f-42v ct. /- PI' '. ''' • / ...__t ..:.) ...- 1 -, ,,k-. -, .I ' . . N •. . ; 4. . , .. .. , , .._ - c ... . .,., , .-.,... • ..:. •%.4 . . i. ,.. 'f t. 1 I i T:!i 7 1pe's,• z c 4 4 f,e* Report 1 - 0 City ot 1 Tirsme Islinfid I 41)3 Butler _Avenue , i P.,O. Boit 2749 Iybee Island, GA 31328 . . , Piimriet (911) 186-4573 extenciou 114 Vim': (912) 786-953g Permit No. fiPtwested (-, (---,- 0 witocrs M aro-e -) e f D 0,--) Date Needed ;_.., 3 01 1.3,1-...-„n, Cc.ntrachlr Si3bi-il kl tractor — --------------- . ■ ...--' s i 1 • ,,, . ,-,..., .....r P..1 7 .a''' (0.'- L:j C 2 7 Lo cat 0 n -F.m,R 3r.speA-:ZU r : i----:-7- Type 43!'' i glsr. ct 0 n <21'8 po al _,....: „..., ./..... , .:.. -. .;•••:;:f -Air-''':-",..;._ . ..(2,21.:. •:-1F -**2•: . ..s.:.•-,:•,- . . .'-‘,.,!,;.:,... ' :.•",. . . _.,,•: , 1 •e<:':,••— ...,:v I.:41"im F4' rtiOna Report Cy ot --pbee Island 4,91 Buii411.1,- Avenue P„O. Box 2749 Tvbee. 11-,-,1and,„ GA 31328 Pop- (912) 786-413 extension 114 Fax: (912) 786-9539 P,Prrn it no.. (.._,) ,) - (11, 5---1 1 gate Recylec=1:P1 7 Owner r 'f: Maille _-21') Or 0 i.,-) Date Needed i Gen.. Contractor Slitl,cof ritractor cc,,,,t „, ,,,g.gmher _..,,- • n,-it,--., 01' 1 ns Pectic?rk _./.G.'..—e_ e ,1(57.{.... Time Inspector Type o I tispectiori , / IDJEk fo( ..J (1" t.•- ,-, c . . - I 0 rm, I \ I —. \ ....,-..-** (.7e . ,IL , ---- „..., ,,,.. 1 ' .... -• , 1 .. I • .. ,... _ , i Inspection Report t-Aty c.vi Tybee Island 403 Butler Avenue P.O.: Box 2749 1.--AP., island - , GA 31328 Phone: i912) 186-4573 extension 1.14 Fit: (912) 786-9539 I Po 4:.--11-0 it el ri k (-.- -1 14 F-1,-,b, Regilested C , 0,4-wile r--.: Mame . __) e_ro ‘..,Li Date Needed Gen. Contractor _ Subcontractor t.---% Contact Pitirilber /0414C . Date oi In5p4.,..ct11 t aibe I FiSpecto r ,zrkss Type of nspection H0 1 \ (..-,s, ‘ \ i ) ,,,,--- r.,--, ,........., \ ,.: \\,4, ,,_,,./ osit. . 1 1..— 4------7 .---------2- '.,.."--"A----, % / I ' 2f-- A ,..7 ,) 9 L ()I J *-Y-' °. il) __?(_„,),..,- --r---- - .,--- r- , ,/ 0A/ ,I2N-1?Fr, v4 Pe;71 5.1e -i . RAS,9 ... . "•,,, 0 , . . , ) nc,r,■ '")-- 1 rot5.5c i -±- i r i . . . - r(-Alp 144 P ,P,R P,, 1—'-o....-, Fel/- •- . ,.. . . ,.-,:'•7'-IL'S.:,k i Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 -fybee Island, GA 31328 Phone: (912) 786-4573 extension 114 Fax: (912) 786-9539 (r) 3--- /- 5.-/ 0 / 0 - ( q Permit No,_ (---- Date Requested _ Owner's Name ( ru IA) Date Needed Gen. Contractor Subcontractor Contact Number /,--5/ (--' v , ("..;,-v-, + k CD - /14, - :, 0 -Ci Location / D, 0 3 , x- 4-1--) A v e.. . Date of Inspection Inspector_ _ i , / / i ° Tim ( - ,--47--- Type of inspectio n PA...1. .,/1,,.:.-,f ... <.i..,, -0-- — - _IDI if • , . _ _- - _... _... . .... 1 ,u 1 th.,....vi,t. msik ''.•,trz.-.)% ■1 ,,C-c./.„,(:-...' ,,,...,,,1.-\ , is-4:':' •••.; , \\:,: . •.-,:-..f,'' ,' :,...V,.... ''---.1:''-)t X::..j■--" 1 Inspection Report 1 J City of Tybee Island I 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786- 1573 extensions 104, 107, or 114 I Fax: 786-9539 I Permit No (._)...) - L. I -r Date Requested; (r) 9 - 2 1 () Owner's Name: ....1) e r 0 ci--) Date Needed: (0 I ) I , 1 Gen. Contractor: Subcontractor:-- __, Contact Number: f'—' LAS 1,--", s---2, -?- i Location; k '--1 0-s:5 .*!-.5. , k,/,-1-1--) Av' P, . A , f „,,- 1 I Date of Inspection: -7/17, 77...,/o „._, , Type of Inspection; 1 1 0. ,i 0 0.- -r-re-J--v-- 1 Cornments: 3-T. ..• --t--, , k ,_.__, ,A ''.\ , • I I ,3 .• - ' ?,_.., 4- t\ I , , 7 „/,.-/zry" _ - • Inspector. __. -_,- ' 1 Time of Inspection: J_ , • f 1;; ji :i: :v Inspection Report 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.. 05-a c 1 4 Date Requested: _ C`1)3— .3 -c) e.„ Owner's Name: cl:yP r Date Needed: 0 3 3 1 - <L, Gen. Contractor: Subcontractor: Contact $ e S N.. `r-� b Sr) of- Location: ( 2 c 3 'S Date of Inspections 3 • J ( ®� Type of Inspections comments: • //Y • I r.- .......... .... iI Inspector 1) -- Time of Inspection; _---- - -- ev „ RECEIVED CITY OF TYBEE ISLAND, GEORGIA ,,„ - 2 3-ate APPLICATION FOR BUILDING PERMIT �F 7VBfF 1 , 9 U �; Sy�� O s.. O I T \.F.i. . Location: 1 203 (� V E PIN# 41 -- 0011 - O/-611 NAME ADDRESS TELEPHONE Owner rs cam.-0\f gir..4 i�3 (_u lv E W e((d5-LIZ 33 -1&"--62591 .v,s) -1 `YJ 33G-3oll LI Architect or Engineer Building Contractor (Check all that apply) ❑ New Construction N Renovation f Minor Addition ❑ Duplex Single Family ❑ Substantial Addition 1 MI Residential ❑ Commercial ❑ Multi-Family Footprint Changes 14 Repairs — C' ❑ Demolition ® Other-AA i a,I)v i S . ---C-02 \TE. .X-t j EV.iA'f PN. 12-- -4=== ==l2gr MEstimated cost of Construction: $ Zd,tOD Construction Type (.:Z) (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood&Masonry (5) Steel & Masonry (3) Brick Veneer '/ Proposed use: .A PP. 'i� r.�� yrc- €4 Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOTS and complete the following information based on the construction drawings and site plan: # Units 1 #Bedrooms 3 # Bathrooms 3 Lot Area Living space (total sq. ft.) # Off-street parking spaces v!' Trees located & listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories 07 Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through OwniE 1 . On-site waste and debris containers will be provided by CyVii/ E./2-, Construction debris will be disposed by OE(L at Mp by means of ..1-72:004- rig_ ElZ I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soonas 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. C Date: 1 t 27 I 05..c.- Signature of Applicant: �A Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number:New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site .. ....h '' Distance to water main tap site 1 A.1 6)1, Distance to sewer stub site Water meter size . .........:_______________— Storm drainage Approvals: Signature Date FEES Zoning Administrator '/ / Permit I i$.0 0 Code Enforcement Officer Lill...3 - i /.2_ _a Inspections (c 0.oo Water/Sewer /%/t.�M ' / ff• S' Water Tap Storm/Drainage /,0fr' /.,9/..2/6,_.5_. Sewer Stub Inspections ∎ , I . Aid to Const. City Manager TOTAL 195,0o REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property(prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: `\P, tJ C��R-o Project I.D.: Attachments approved by: Date: MAYOR CITY MANAGER Jason Buelterman J Diane Schleicher CITY COUNCIL ! = CITY CLERK Wanda Doyle,Mayor Pro Tem I ` �) Janet LeViner Barry Brown i�; �; Bill Garbett �' ''�/� CITY ATTORNEY Tom Groover ,% Edward M.Hughes Frank Schuman, Sr. 1 a`,! Paul Wolff �r�utx�ualt," CITY OF TYBEE ISLAND September 17, 2012 Mr. David Smith 1203 Sixth Avenue Tybee Island, GA 31328 RE: Construction Permit#05-0514 Mr. Smith, Due to inactivity on the above referenced permit issued November 23`d, 2005, this department considers this work to be abandoned. You will have two weeks from the receipt date of this letter to complete the permitted work and schedule necessary inspections. If work is not completed during this time period,the permit will be revoked and a new permit will be required for any future work. If you have any questions, please feel free to call me at 472-5032. Thank you in advance. Sincerely, `. , rd Buiilding Official 912.472.5032 P.O. Box 2749—403 Butler Avenue, Tybee Island, Georgia 31328-2749 (866) 786-4573—FAX (866) 786-5737 www.cityoftybee.org NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO M004919 DATE: 08/06/02 - _ CERTIFICATION PROGRAM: Structural COMPANY: Schuco Homecr CODE: 11-130-1 The"Notice of Product Certification"is valid only when Adramistrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the next published issue of the Directory of Certified Products. Please review,and advise NAM immediately if data,as shown,requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Schuco.Homecraft,Inc. Series "Corona 3000/Corona 4000/Suprema Plus" 240 Pane Road Double Hung Vinyl Prime Window Newington,CT 06111 XXIZG/SIG-SSB/RE1N/FER STP PSF Frame: W-3'8" Sash:W-3'S" lnt-97.5 H-5'0" H-2'6" Ext-97.5 SPECIFICATION PRODUCT RATING AAMAINWWDA 101/I.S.2-97/ II-R65 ASTM F588(FER) FER-Passed Product Tested By: ETC Laboratories Report No: 02-189-11503.0(Structural/FER) Expiration Date: June 30, 2006 /�' .' Administrator's Signature: • //16er/ e. NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4655-104 Monticello Avenue Williamsburg,VA 23188 TEL: (757)258-8808 FAX: (757)258-8815 11/GL/GUVJ 14.Vt I.:La - - Fenestration Structural Test Report Rendered To: Schuco Honiecraft,LP 240 Paue Road Newington,CT 06111 Series/Model Corona 30001 Corona 4000/Suprema-Plus Double Report Number ETC-02-189-11503.0 ETC Laboratories 297 Buell Rd. Rochester,NY 14624-3102 716-328-7668 *716-328-7777(Fax) Web Page-www. etclabs.com NOTE;Err Security proposes,the original of this report has bean printed on special paper with a red bar running down the entire right margin. 11/ LL/LVVV 1V.Vl a.'14 z. -- Measuring Up To Your Standards, And More 02-189-11503.0(All 44 x 60).doc Page 1 of 9 Report Number ETC-02-189-11503.0, .t^ Test Start Date:02/18/02 Test Finish Date:02/18/02 Report Date:06/03/02 Y Expiration Date:06/03/06 i 4 !} ti t5 . 10 'it Li s i k i 4J; •'I Y Fenestration Structural Test Report Rendered To Schuco-Homecraft,LP 240 Pane Road Newington,CT 06111 Series/Model Corona 3000 / Corona 4000/ Suprema-Plus Double Hung Description:The product is a Double Hung window with vinyl frame and sash. The window was glazed with 1G units with a nominal thickness of 13/16 and consisting of two lites of single strength annealed glass and a"TPS"spacer. Both rails of the bottom sash were reinforced with steel and the bottom rail of the top sash, The frame size was 44 inches wide by 60 inches high. Test Specification:AAMAJNWWDA 101/I.S.2-97 Summary of Results Overall Design Pressure 65 psf Maximum Operating Force 24 lbf Air Leakage Rate 0.11 scfm/ft2 Maximum Water Pressure Achieved 11.25 psf Maximum Structural Pressure Achieved 97.5 psf Forced Entry Resistance—ASTM F 588 Pass Overall Product Rating B—R65— 44 x 60 Accreditations/Recognitions AAMA- WDMA-NeRC-SIGMA-SGCC-IGCC-Dade County-TDI-NYCSCA'-NAMI .Laboratories and Offices in New York and Ohio 11/LL/LVVJ .LV.0 L .a. I , Measuring Up To Your Standards, And More 02-189-11503.0(DH 44 x,60).doc Page2of9 Specifications; The test specimen was evaluated in accordance with AAMA/NWWDA 101/1.S.2- 97"Voluntary Specification For Aluminum,Vinyl and Wood Windows and Glass Doors", sections 1,2 and 4 only.All performance specifications in this standard shall be met for full compliance to the standard and for product certification,labeling or represented as conforming to this standard. Referenced Test Reports;ETC-02189-11646 Note—The test data in any section below with an "RTR"comment have not been obtained from this specimen but from the Referenced Test Report with a specimen of the same or larger size and identical construction. Design Pressure(DP)—The product tested herein has been first evaluated to the Gateway pressure in the referenced specification for the performance class rating achieved. Gateway Performance Tests Specification Paragraph Title of Test Results Allowed 2.12 Air Infiltration—ASTM E283-91 RTR Test Pressure-1.57 psf 0.11 scfm/it 0.3 scfrnlft2 The tested specimen exceeds the performance levels specified in AAMA/NWWDA 101/1.5.2-97 for air infiltration. 2.1.3 Water Resistance—ASTM 2547 RTR 5 gal/hr-frz—4 Test cycles—24 Minutes Design Pressure -15.0 psf Test Pressure—2.86 psf(15%x DP) With Screen Pass No Leakage Without Screen NIA No Leakage 2.1.4.2 Uniform Structural Load-ASTME 330 Design Pressure -15.0 psf Test Pressure Positive Load-22.5 psf(150%x DP) 0.006 in. 0.163 in. Negative Load-22.5 psf(150%a DP) 0.010 in. 0.163 in. 2.1.7 Welded Corner Test RTR Load comer weld to failure Pass <100% 2.1.8 Forced Entry Resistance RTR ASTM P 588 Test Al,A2,A3,A4,A5,A6,A7 Pass No Entry Lock Manipulation . Accreditatiotts{ecognitions AAMA- WDMA-NF.RC-SIGMA-SGCC-IGCC-Dade County-TD1-NYCSCA-NAMI Laboratories and Offices in New York and Ohio 11/GG/GUU.7 1U.oa ran Measuring Up To Your Standards, And More 02489-11503.0(DH 44 x 60).doc Page 3 of 9 Gate�vaY performance Tests (can't) Specification Paragraph Title of Test Results Allowed 2.2.1.6.1 Operatirt Force--No Standardized Method RTi Bottom Sash Open/Close 24/ 18 lbf 35 lbf Top Sash—Open/Close 14/ 14 lbf 35 lbf 2.2.1.6.2 Degtazing—ASTM E 987 RTR Top Sash: Left Stile--50 lbf 6.0% (0.032 in) <100% Right Stile—SO lbf 7.0% (0.040 in.). <100% Top Rail—70 lbf 15.0% (0.084 in_) <100% Bottom Rail—70 lbf 11.0% (0.054 in.) <100% Bottom Sash Left Stile—50 lbf 5.0% (0.029 in.) <100% Right Stile—50 lbf 4.0% (0.020 in.) <100% Top Rail—70 lbf 9.0% (0.051 in.) <100% Bottom Rail--70 lbf 8.0% (0.040 in.) <100% Acereditatiox s/Recognitions AAMA-WPDMA-NFRC-SIGMA-SGCC-XGCC-Dade County-77M-NYCSCA-NAMI Laboratories and Cyjices in New York and 011ie 11/LL/LVVJ 1V.ov rw Measuring Up To Your Standards, And More 02-189-11503.0(DIX 44 x 60).dor Page 4 of 9 Optional Performance Tests The manufacturer specified herein has successfully achieved all the required criteria in section 2 of the referenced specification for the Gateway size of the achieved Performance Rating and has further successfully tested the product to higher performance levels as indicated below. Design Pressure(DP)—The product tested herein has been additionally evaluated to the Design • Pressure referenced below. Specification Paragraph Title of Test Results Allowed 4.3 Water Resistance ASTM E 547 RTR 5 gal/hr-ft2—4 Test cycles—24 Minutes Design Pressure -75.0 psf Test Pressure—11.25 psf (15%a DP) With Screen Pass No Leakage Without Screen Pass No Leakage 4A.2 Uniform Structural Load-ASTM E 330 . Design Pressure -65 psf Test Pressure • Positive Load—97.5 psf(150% x DP) 0.112 in 0.163 in. • Negative Load—973 psf(150% x DPP) 0.003 in. 0.163 in. • Accreditations/Recognidons AAM,4 WDMA-NFRC-SIGMA-SGCC-16CC-Dade County-TM-N1'CSCA-NAM1 Laboratories and Offices in New York and Ohio Measuring Up To Your Standards, And More 02-189-1)503.0(DIET 44 x 60).doc Page 5of9 Product Description of Test Specimen Glazing: Overall Thickness 13/16 inch-Nominal Thickness of Glass(s) Single strength annealed(0.09110.093in.) Number of Lights Two Laminate Thickness N/A Sealant Material(s) Polysulfide Spacer Material Butyl matrix with desiccant Frame: Width,Height,Depth 44 in.wide x 60 in.high x 3-/4 in.deep Material Vinyl Comer Construction Mitered Corner Fastening Welded Corner Sealing None Cladding None Top Sash: Width,Height,Depth 39-5/8 in.W x 28-13/16 in.H x 1-5/8 in,D Material Vinyl Corner Construction Mitered • Corner Fastening Welded Corner Sealing None Cladding None Method of Glazing Interior drop-in Exterior Wet-glazed with Silicone Interior Snap in vinyl glazing bead Bottom Sash: Width,Height,Depth 40-15/16 in.W x 29-3/4 in.H x 1-5/8 in.deep Material Vinyl Corner Construction Mitered Corner Fastening Welded Corner Sealing None Cladding None Method of Glazing Interior drop-in Exterior Wet glazed with Silicone Interior. Snap in vinyl glazing bead Accreditations/Recognitions AAMA-Ff'DMA-NFRC»SIGMA-SGCC-IGCC-Dade County-TDI-NYCSCA-NAMI Laboratories and Offices in New York and Ohio Measuring Up To Your Standards, And More 02.189-11503.0(DH 44 x 60).doc Page6of9 Product Description of Test Specimen (cori�t} Weather-stripping Frame Head One row of fin pile Sill One row of fin pile Jambs None Top Sash Stiles Three rows of fin pile,0.190 in.W x 0.210 in.H Rails One row of fin pile,0.190 in_W x 0.210 in.H Bottom.Sash Stiles Three rows of fin pile,0.190 in.W x 0.210 in.H Top Rail One row of fix pile,0.190 in.W x 0.210 in.H Bottom Rail One foam filled bulb seal with barb,0.265 ire.W x 0.820 in.H; one hollow bulb seal,0.293 in.W x 0.333 in.H Drainage: Sash Type Holes Quantity Two per sash Size Each hole 0.190 in.diameter Location Four inches in from each end of the bottom rail, through the sash cavity to the glazing bead groove Frame Type Slots Quantity Two Size Each 0.173 in.H x 1.200 in.W with covers Location 3-1/2 in.in from each corner of the sill through to the sill cavity. The sill cavity is open to the jambs at each end of the inside track Reinforcement: Material Steel channel Location Both rails of the bottom sash,bottom rail of the top sash Shape Oval,with channel centered Accreditatians/Recogniaons AIWA-WDMA-NFRC-SIGMA-SGCC-IGCC-Dade County-TDX-NYCSCA-NAME Laboratories and Offices in New York and Okio Measuring Up To. Your Standards, And More 02-189-11503.0(DH 44 x 60).doc Page 7 of 9 Product Description of Test Specimen (con't) Hardware: Locks Two cast metal earn locks spaced 26-1/2 in apart and centered on the top rail of the bottom sash secured by two M4 x 7/8 in.L screws Keepers Two die cast metal keepers mounted on the bottom rail of the top sash opposite the locks using two#6 x 1-1/2 in L screws Handles Zinc die cast lift handles—2 bottom rail bottom sash,2 top rail top sash Balances Four,constant force,triple tandem Balances Shoes Plastic,with cam brake Tilt Latches Two per"sash,plastic,flush mounted,secured by two#6 x 3/4 in.L screws Pivot Pins Die cast metal pins secured with three#6 x 5/8 in.L screws each Night Latches Plastic,flush mounted Other Sash stops,jamb adjuster Screen Size 39-3/4 in.W x 29-1/4 in.H x 5116 in.Thk. Cloth Material Fiberglass Comer Construction Mitered Corner Fastening Keyed and stamped Weep System Two slots at each end of screen bottom rail, 0.358 in, Wx0.112 in.H Screen Spline 0.150 in. diameter A'ccreditations/Recognitions AAMA-IWDMA-NFRC-SIGMA-SGCC-IGCC-Dade County-7 I NYCSCA-NAMI Laboratories and Offices in New York and Ohio Measuring Up To Your Standards, And More 02-189.41503.0(DH 44 x 60).doc Page d of 9 Product Description of Test pecimen (con't) Anchorage of Frame to Test Buck: Type Screws Material Steel Size #8x3in.L Quantity 4 Location Through the jambs 3-1/2 in. from the corners Test Buck: Mounting Gap 3/16 in. Shims-Size,Qty.,Loc_ Eleven vinyl pads,2 inches in from the corners and centered on the jamb and sill;2 inches in from each corner on the head Stops: Size,Qty.,Loc. Four stops centered on the interior of the jambs, head and sill,3/4 in.W x 1-112 inn,li x 48 in.L on the jambs and 34 in.L on the sill and head Sealant Silicone Buck Size 2 x 8 Material Spruce/Pine/Fir Grade #2 Review of Bill of Materials—As Supplied Review of Assembly and Detail Drawings—As supplied Components craned or altered during testing to achieve stated results—None This report,in its or isittat orin contains product drawings and a Bill of Materials. Product Description Approval Product Description Analysis William Xanda Clients Representative Signature on File Laboratory Representative Date:05/13/02 Accreditations/Recognitions AAMA-WDMA-NFRC-SIGMA•-SGCC-IGCC-Dade County-TDI-NYCSCA-NAMI Laboratories and Offices in New York and Ohio 11/Z2/ZUU3 1U:Do rn — -- !� - Measuring Up To Your Standards, And More 02-189-11503.0(DH 44 x 60).doe Page 9 of 9 Conditions,Terms,anti General Notes Regarding These Tests The product tested Has Been compared to the detailed drawings,bill of materials and fabrication information supplied by the client so named herein.Our analysis,which includes dimensional and component description comparisons,indicate the tested product and engineering information supplied by the client"Are Equivalent".The report and representative samples will be retained for four years from the date of initial test. These test results were obtained by employing all requirements of the designated test methods with no deviations.The test results and specimen supplied for testing are in compliance with the referenced specifications. The test results are specific to the product tested by this laboratory and of the sample supplied by the client named herein,and they relate to no other product either manufactured by the client,a Fabricator of the • client or of installed field performance. This report does not constitute an AAMA or NWWDA certified product under the certification programs of these organizations.The program administrator of these programs and organizations may only grant product certification, ETC Laboratories makes no opinions or endorsements regarding this product and its performance.This report may not be reproduced or quoted in partial form without the expressed written approval of ETC Laboratories. No conclusions of any kind regarding the adequacy of the glass in the test specimen may be drawn from the test Procedure"A"in ASTM E330 was used for this test, ETC Laboratories letters,reports,it's name or insignia or mark are for the exclusive use of the client so named herein and any other use is strictly prohibited The report,letters and the name of ETC Laboratories,its seal or mark shall not be used in any circumstance to the general public or in any advertising. Limitation of Liability:Due diligence was used in rendering this professional opinion.By acceptance of this report,this client agrees to hold harmless and indemnify ETC Laboratories,it's employees and offices • and owners against a))claims and demands of any kind whatsoever,which arise out of or in any manner connected with the performance of work referred to herein.ETC laboratories reserves the right to subcontract any and all work for its clients in order to fulfill its contractual obligations for testing to these standards. For ETC Laboratories , 0.'11 \Iw4n3c.,, % William Wanda '` Test Technician pproval (kri1/4 "—,--&Y.11,, / Art Murray Manager,Wind Engineering Laboratory . Accreditatians/Recognitions AAMA-WDMA-NFRC-SIGMA-SGCC-IGCC-Dade County-TDI-NYCSCA-NAMI Laboratories and Offices in New York and Ohio i HOME EmoDuNG 1203 6TH AvENuE TYBEE ISLAND , GA 1328 OWNER • KAREN S • GEROW BijiLT • 1960 Flood hazard zone A. BFE ,2_°, Q No interior finishes, walls designed to allow entry .d a ^::U exit 0T waCEr, no mechanical g, -�.,��I i i2i i�L. Qi�iy dG;�(il l''' limited storage and building access below BFE. P,pp c sae t8CcLaii1 °5 i�b Chatham County t VIEW FOR CODE COMPLIANCE PLIANCE ��. ceC�°C'x�r effort has been mace ':;O a:��;^`i,°!__J code violations, 710 „iTi,_'S`_^''�"i" ':�;1 ,,__�. j.._ r roviewer shall iso con G C.s„_ as authority • 'co violate, cancel, c'boy. or set aside a�zy applicable copes or cr inanccs, The review and pariah should not; be cons trued as a warranty ar guarantee o, l °e - • la_ i 6 46 • _ .. 1,‘ 'C1 °yam LOT 347 NOW OR FORMERLY ELOISE D. CARROLL • LOTS 348 AND 349 NOV OR FORMERLY °y5 ERESTINE M. AND THOMAS E. TISON °�� 6` WOODEN FENCE IPF a x— x---x-4 X—'-x___ _x x„x S x69 1 4` .:�c x---x—x�;z—x—x 9 X56 x- x x_ - =Al-- ___x_ _x-x_ _ IRF �= 11 x '//!R!R//•Nii!/ltlfl/Illff//iRi/R!R/R//t/I I llllll■liRRll!/!/lNfffillllfli tNlfl/fib! . 6' VINYL v I: COVERED • • .4. • • •, I'�jf`V'-, LATTICE FENCE 14.41' PORCH j w ��I,,,�,# Cr x : to .` ISISAA4 .xi o, 1111 . . �:�<<w�����1��I��� 73 : z 4' CHAIN LINK FENCE x 3 �� I II • t� ONE STORY �� TWO STORY ¢f I x� BRICK AND WOOD FRAME 3 ( ”'• ' RESIDENCE j CO•VEREII . t"1 S x CAR PORT • j ' . - �{ �H '4 _ j x ( t LOT CURVE DATA ro 12.18' t"li 8.73 t�t NUMBER CHORD BRG RADIUS ' ARC ' CHORD ' x w— 1 I j"-1 ONE STORY Ir Cl S 17°17'36" V 925,50 53,69 53.68 x L_J '- �,Q , • j 1 935, "t1 C+ •ao f A/C = . tii COVERED ' .-—— I t• .P •x n to' - A/C PORCH OPEN I '• rn CURRENT P.I.N. 4-0011-01-014 " (M //tH/IQl lfiRfl/ffl UIRRRil Rf/ifififp/lif/R/Rf/tiiilflilffl/f ARBOR j �r 1111 W x o gR REFERENCES' 1 SECOND ROOF LINE -- -�in x DB 203-K PAGE 693 j ..{ MB 2 PAGE 259 j°° PRB 16-P PAGE 022 --tn ' j �._rdt •yp •.x— XX_.TrX—+.._Y.-...�..,.Y�...._Y l x ���*�.� — °• oftwomilmal IN ACCORDANCE WITH F, I .R,M. MAP x CMF ''''''' '".,,,..,• 100,01' • N 69°07'31" W CMF NUMBER 135164 0002, INDEX DATED I: 4' CHAIN LINK FENCE 6' WOOD LATTICE FENCE 6` WOODEN FENCE LUNE 17,1986, THIS PROPERTY x 40, I DOES LIE WITHIN A DESIGNATED FLOOD HAZARD AREA, (ZONE A8 ELEV 12) WOODEN \ x LOT 350 x ilh-5' FENCE I ERROR OF CLOSURE: 1 / 45,506 (PLAT) LOT 345 I ANGULAR ERROR: 2" PER POINT NOW OR FORMERLY SHIRLEY SESSIONS NOW OR FORMERLY METHOD OF ADJUSTMENT: NOT ADJUSTED JANICE ELLIOTT TOTAL AREA : 0.1213 ACRE (5,286 s.f.) EQUIPMENT USED : SOKKIA SET 4110 TOTAL STATION CMF DENOTES CONCRETE MONUMENT FOUND IPF DENOTES IRON PIPE FOUND IRF DENOTES IRON ROD FOUND AS- BUILT SURVEY OF LOT 340, WARD 4, TYBEE IN MY OPINION, THIS IS A CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS BEEN PREPARED IN KNOWN A S 1203 6th AVENUE CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF GEORGIA LAW. T 1 BEE ISLAND, CHATHAM COUNTY, GEORGIA t. O R G JAMES M. KEATON FOR +4 v t S�f p 4' Ga. Reg, No. 2743 KAREN S. G R O , t 14001 2743 4 CHATHAM SURVEYING SERVICES , INC . 10 05 o 10 20 mom�� �'zr""a suRVtiy-'c0 P . O . BOX 61649 .I� F5 M. ��P SAVANNAH, GEORGIA 31420 SCALE 1" = 20 FT MAY 26, 2005 912-303-0302 CO\CR =T= FOU \ DATIO\S FOOTING BEARING CAPACITY SHALL BE 2,000 PSF. STRIP ALL TOP SOIL AN ORGANIC MATERIAL FOR AREA OF BUILDING AND PAVING. SUBGRADE SANDY FILL TO BE USED IN FOOTINGS SHALL BE PLACED AND COMPACTED TO 97% RELATIVE DENSITY IN 12" MAX. LAYERS. BRACE ALL RETAINING AND FOUNDATION WALLS TO PREVENT DAMAGE DURING BACKFILLING OPERATIONS. ALL BACKFILL AT SLABS OR FOUNDATION WALLS SI-ALL BE PLACED 12" MAX. LAYERS AND COMPACTED TO 95% RELATIVE DENSITY. BILL OF MATERIAL FOUNDATION FLOOR SHALL BE A 4" SLAB W/3000# RE—ENFORCED CONCRETE. SLAB ITEM QUANTY DESCRIPTION TO BE POURED ONTO COMPACTED SOIL TO 3000 PSI PER CODES WITH 4 MIL VAPOR BARRIER. TERMITE TREATED PRIOR TO LAYING OF VAPOR BARRIER. 1 50 2"X4" #2 PINE FOOTING S-ALL BE 8" WIDE X 24" DEEP ALONG OUTER WALL EDGE WITH 3—#5 2 30 2"X8" #2 PINE REBAR ENTIRE LENGTH AT BOTTOM EITH STANDS—OFFS. SLOPE AT 45 DEG. TO 3 20 4'X8'X1 /2" OSB SHEATHING INSIDE BOTTOM OF MONOLITHIC SLAB. 4 100 H2.5 SIMPSON CLIPS 5 10 30# FELT PAPER 2 SQ.ROLLS 6 20 12"X36" SQUARES 3—TAB SHINGLES FRAMING 7 2500 3—HOLE BRICKS WITH SAND AND MORTAR ALL RAFTERS SHALL BE 2"X6" #2 PINE SPACED 16" OC, AND ATTACHED TO WALL 8 1 ROLL TYVEK HOUSE WRAP WITH SIMPSON HURRICANE CLIPS. ALL WALL FRAMING SHALL BE 2"X4" #2 PINE 9 20 POUNDS OF VARIOUS COMMON D NAILS STUDS SPACED 16" OC, WITH PRESSURE TREATED SILL PLATES. 10 20 POUNDS OF VARIOUS CORROSION—RESISTANT NAILS ALL SHEATHING SHALL BE 1 /2" OSB, RUN SHEETS HORIZONTAL, STAGGER VERTICAL 11 2000 PAVERS WITH SAND JOINTS BY 32" O.C. MIN. SHEATHING TO START AT TI- E BOTTOM OF THE SILL PLATE AND RUN CONTIUNUOUS TO THE TOP OF THE RAFTER PLATE. HORIZONTAL JOINTS MUST NOT FALL ON FRAMING JOINTS. SHEETS SHOULD OVERLAP HORIZONTAL JOINTS BY 12" MIN. SOLID BLOCK ALL HORIZONTAL SHEATHING JOINTS WITH FLAT 2X4 BLOCKING. NAIL WITH 8d COMMON GALVANIZED OR RING SHANK NAILS @ 3" 0.C. AT il``t`ftl THE PERIMETER AND @ 6" O.C. IN THE FIELD. WRAP ENTIRE WALL SURFACE WITH TYVEK HOUSE WRAP. OVERLAP ALL JOINTS BY MINIMUM OF 1 . TAPE ALL JOINTS AND NAIL EVERY 12" WITH APPROVED FASTENERS. ROOF REPLAC =MENT AND REPAIR ALL ROOF SURFACES SHALL REPLACE WITH NEW ASPHALT SELF—SEALING 3—TAB SHINGLES AND NAILED WITH CORROSION—RESISTANT ROOFING NAILS WITH 7/16" DIA. HEAD AND 1 - 1 /2" LENGTH. ALL FELT PAPER SHALL REPLACED WITH NEW 30# FELT PAPER AND NAILED WITH CORROSION—RESISTANT ROOFING NAILS WITH 7/16" DIA. HEAD AND 1 - 1 /2" LENGTH. ALL DAMAGED DECKING SHALL REPLACE WITH NEW 5/8" OSB SHEATHING. PLC IV PI NG NO NEW PLUMPING =L-CRTICAL ALL ELECTRICAL OUTLETS AND LIGHTING CIRCUITS SHALL BE INSTALL PER NEC zee& CODE. GFCI RECEPTACLES SHALL BE INSTALLED IN KITCHEN AREA PER NEC 2 CODE NOTES TITLE CLIENT NAME DESIGNED BY TYPE DATE GENERAL NOTES KAREN S . GEROW D.E. SMITH NOTES NOV. 23, 2005 AND 1203 T AVENUE CHECKED BY D.E. SMITH REV. NO. 1 SHEET NO. 1 OF 7 BILL OF MATERIALS TY B E E ISLAND 31328 CLIENT APPR. SCALE DWG. NO. K.S. GEROW NONE 01 NO DATE REVISION BY CK. APPR. S 69 ° 4 " ' 44 " F ' IPF • x x x x x x x x x x x x 4 al x x x x x x 9g ' x x x x x x x x o o x o IRF 00 0o ao 00 s ilr!!r!//!!! i I !!///!!!!/!!/!!!///!!!!/!!!! 111111111111111111111111111111111111111 I i cN 111 IIII 0 . rrr!!!n!!!!////r/!!!! III al 14,41' COVERED • ill al PORCH rrn al 1. – _ _6_ 11 0 – i �I W I • LI o o U z CT J I - , co 3 �� COVERED i ENE STERY I }- TWC STORY CAR PCT cz BRICK AND WOOD FRAME 3 >- 1 20,0' _ _ _ _ - - RESIDENCE c� _ _ _ _ - - - - - o I 3,3 0 LIz v1 1 ° a Io w z j H r ,D I Ai_________________. g,p� i ONE STERY am is z. El . IN al A/C COVERED T I. co o A/C PORCH � i ° 1 Ul d- !!!!!/!!/!MINI I�aa>...,.MIII- I _ 0 CO cu 5,3' 0 0 0 0 ril 0 0 0 0 e x x x . k oox x x x oox x x x 00x 0 x x* x _4- x x x x t (x x • CMF ' 00 , 0 • \ 69 ° 07 ' 31 " W CMF NOTES TITLE CLIENT NAME DESIGNED BY TYPE DATE NEW WALLS <AREN S . GEROW D.E. SMITH PALN VIEW NOV. 23, 2005 LOCATION P LA 1203 6TH AVENUE CHECKED DY R . NO. SHEET N0. D.E. SMITH 1 2 OF 7 SINGLE STORY TY B E E ISLAND 31328 CLIENT APPR. SCALE DWG. NO. NO DATE REVISION BY CK. APPR. K.S. GEROW NONE 02 ril----------6'-6" pr -----------17 IS 76' iiiiiiiiiiiiivi 440, COVERED CARPORT 8:1111-1C;)'qt-1111 3,......3,, P" EXISTING C 11117 4 pr iiiiiiiiiiiii ONE STOR Y CONCRETE , r Lq.14B 7' L NEv SLAB 6' 4 P. NEv VALL 51_3” NOTES 1 203 6TS. GEIR°"'" ALL CO _t',,I'M U CTIO N ;',' •ST C 0 il.,!,LY MTH FAMILY D'AIELLIG' SLAND 3 328 xi, AND STATE OF GEORGIA MENDMIENTS 1I"lI"IIlllllivf alo WilljoATE ariiis ,_ 0.1111111111 RkIIISION rilleklite 111 T/TLE ran 11111111 PLAN viEw aMlIllmmmmm ammmmmmmw WALL L°CATIONS AND DimiN _ SIGNS CLIENT NAME KAREN rsizr"-----...............,.,„..bey TYBEECHECKED BY D.E. SMITH iYpE PALA VIEW DATE D.E. SMITH REV. NO. NOV. 23, 2005 cierr AppR 1 SHEET NQ K.S. GEROW SCALE 3 OF 7 NONE ONG. NO. 03 Elj"ED Tn 12" LONG #5 REBAR ONE EVERY 12 INCHES EXISTING SLAB .111111111•1111. CO Q 0 NEW CONCRETE SLAB z 5.3' X W • N. '•• 4 • n 4 . 4 • D • D 4. •N X < M•• 4 HI 1 l• -.0 6.1' IN. c r • •Q • o- p 0 rr SLAB ANCHERING DETAIL TZ EXISTING SLAB 4 TYPICAL: TWO SIDES i. 4 • -0 p . D - .4 • 4 . • .p . • p . .4 b L? • . . 4 4 • D . . b > . • p4- . . 4 z--- . :4" C • • . •4 • #5©12" REBAR . TOP & BOIIOM . • BASE PLATE ANCHOR BOLT 1 1/2" CLR. — t °--> T/CONCRETE EL. ANCHOR BOLTS _ A • :. — -11 !!tt 0 3 h a ,L 1 T � )Cl }111g)1 1 � =r i k �.` � 1 � < � 7� � i C _ ::: la ini ric3 f 1 is ' tf",:s Eus� �� s 3 0•1- dA t CG al1Gr ^11i 3 z ,_ .,. 2 Cec tanica: e up ent. Oi;y 2 AQ limited storage and building access , below BEE 1 ..Y.:".Y• MO $ITPI EL �` GRADE 3000 PSI CONCRETE # CONT / 1 U 6'',"`' . .,.. R. . -•,.. . . 3,> ( ~ CLR 'yak. — CONCRETE SLAB FOOTING DETAIL 7,,,,,,,,„if,r,,,,,,,:1_,,,,,i,,,,i,,,,,,,,7,:::;:y,;1,a.t7;. a u- = LCCATICN CE NEW SLAB TYPICAL: ALL SIDES ��,�{� ,-2;,,��:;'.� NOTES TITLE CLIENT NAME DESIGNED BY CONCRETE DETAILS <A R E \ S. G E R O W D.E. SMITH FOUNDATION DATE NOV. 23, 2005 FOOTINGS 1203 6T—— AVENUE CHECKED BY D.E. SMITH R . NO. 1 SHEET NO. 4 OF 7 AND SLAB TY B E E ISLAND 313 2 8 CLIENT APPR. SCALE DWG. NO. NO DATE REVISION BY CK. APPR. K.S. GEROW NONE 04 HOUSE WRAP BUILDING PAPER 'eV-, �e t � f` ( e" ASPHALT SHINGLES ',',.-O'' ce,6 W/30# ROOFING FELT ,. 4 a� i �� APA RATED 5/8" SHEATHING APPLIED WITH LONG DIMENSION ACROSS STUDS , /�j _, SIMPSON H2.5A 2" X 8 #2 2 j HURRICANE CLIPS @ 1ISOUTHERN PINE ��/ EACH RAFTER RAFTER . �41# regi SHEATHING NG �� � � CEILING JOISTS 1 " AIR SPACE jam 16 O.C. ��, VAPOR !• .� / :-1 RETARDER ,' Lill 2" X 8" BLOCKING BRICK SIDING s ' Q VINYL FACIAL BOARD , TAPE THROUGH—WALL VINYL TRIM / VENTED VINYL SOFFIT MIMI FLASHING OVER SHEATHING. ' ` BOARD USING TYVEK IP i WEEP HOLES IN RI BOTTOM COURSE J� WINDOW LAP & TAPE TYVEK® OVER EVERY 24" ` \. THROUGH—WALL FLASHING ( METAL LINTEL �■t, CAULKING HOLD PANEL EDGE 1/2" 441111111110• RAFTER,JEIST ,FEEF DETAIL WINDEW - FADER DETAIL ABOVE BASE FLASHING TYPICAL: ALL SIDES TYPICAL: ALL SIDES EXTEND FLASHING UP BEHIND r.zn '. A ;=.IS SHEATHING AT LEAST 6" 2i.-17,,/,.„7., niigi 6" 3000 PSI CONCRETE SLAB : _::: ;:' °_...-.:,;, y" . _��. doss 2" X 12" SIMPSON H2.5A HEADER WITH HURRICANE CLIPS @ 1/2" PLYWOOD EACH STUD =` ;T:T #s; `-. WALL ;_.,_-. '` .. FILLER 2F:C. -> : 1,'-: 1 11 / i 2" X 4" WALL .r , .... .,. ,. - - I STUDS 16" l 1f F: , ) 1/2" SHEET ROCK 7 O.C. , ',,} t �r all ���6� -J All insulations must MORTAR JOINTS ' :` `. . ajii 7 1`�€ x� a§ $1 61 If--.7 c-:;r:.:':-,T, t,:_:?=":,-: ,:,,,:-: : n-- i-j ,--,,,:,,, i:: ,,i;;-., ::,,_y, t ua aka IAA/ 1'gi R-13 INSULATION W/VAPOR <' ,y � -,r _ � � f- 22 GAUGE WALL TIES-EVERY-2-Sc: O� BARRIER TO WARM SIDE -F t., _ (STAINLESS STEEL) .111161i Willg' ._ . a 3{, 2"X4" WOOD STUD WALL rr !NOME'S r £ f F 'e ii 1$111 t: : 3/4" WOOD SHEATHING BLUE RIDGE RIVER ROCK, $I W/ TUMBLED FACE & BEDS — Ii VAPOR BARRIER F i IRREGULAR PATTERN ;i t sii_ ,. :` ,,. 6 , . _ :g ..t. I _. 1 1/2>' OSB SHEATHING �, (�± zri I....; ,: 01:i ! ?. li:l4itt i' Cx zc'� ,?- t f I -Y ! 1 $41 ' ij -3 ,1*.',-=L--'"' "2',7,\,Y.4,,,m-Mao '1VPielP-41 , I WEEP VENT �'1 AIR SPACE X _ 1 •MORTAR NET t ���;;0 I ..1N. f BASE FLASHING . �--� PRESSURE TREATED 4 % ' SILL PLATE $. __ _ �- $ -4- 6" LEDGE '�� BLOCKING \ ) r - � z-A tom S 4 . >a r <. 0 y r Ix ly 0 ° WALL SECTION WIT - WEED STUD WALL HEADER IN WEED STUD WALL WALL CERNER TYPICAL: ALL WALLS TYPICAL: ALL WALLS TYPICAL: ALL SIDES NOTES TITLE CLIENT NAME DESIGNED BY TYPE DATE FRAMING DETAILS 'KAREN S . G -----ROW D.E. SMITH FRAMING NOV. 23, 2005 WALLS, ROOF 12 0 3 6T- AVENUE CHECKED BY D.E. SMITH R . NO. 1 SHEET NO. 5 OF 7 NO DATE REVISION BY CK. APPR. AND WINDOWS TY B Liz I S LA\ D 31328 CLIENT APPR.K.S. GEROW SCALE NONE DWG. NO. 05 1 COVERED CARPORT . 7.......-- 14-z • WCR < S -ICP t a ° 12-C a a a 4 4 Q a <I ' i D 4 Q Q ZA • •z_i VI EXISTING CONCRETE SLAB ° a .a 416 a ° a a a . 110 ill ill a Q a L ,., lad.6ot7 ,,coca -.t, 4'( DESIGNED BY NOTES TITLE I TC H E N AREA KAR -_-_N S. GEROW D.E. SMITH TYPE ELECTRICAL DATE NOV. 23, 2005 RECEPTACLES 1203 0TH AVENUE CHECKED BY D.E. SMITH R . NO. SHEET NO. 1 6 OF 7 NO DATE REVISION BY CK. APPR. LIGHTING TY B E E ISLAND 31328 CLIENT APPR. GEROW SCALE NONE DWG. NO. 06 R=.£.SKp` .1 !,,,:; ,—„, 4 .--� s� ,: d . N =W PAVERS FOR DRIVEWAY 0 0 0 PIP Iri ° ° 0 0 0 0 ° 0 - ° ° 0 0 0 Iii /!//!!!/!/!/!/!////////!//!/// I,r.' rrrrrr�-_ ,., ,,r..i ill rrrCOVERED ;,''r,;r,;r, IS r .• rP O R C H '' '' '''r.+r.•r..• r.•rrI II ii r�r�r�• rrrr'• 'r�'r�'rr'•�r'•�r'•''rrrI ,r,,•+,,r,,' 'r''r''rr,' z rrr}-- rrrrrrr,,r,•r,.' 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