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11-0673 Cub Enterprises
CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 12-13-2011 PERMIT#: 110673 value of structure per Chatham County WORK DESCRIPTION ADDITION/RENOVATION is $133,200 WORK LOCATION 7 ELEVENTH ST estimated cost of construction is OWNER NAME CUB ENTERPRISES,LLC $95,335 ADDRESS PO BOX 18303 CITY,ST,ZIP GARDEN CITY GA 31418 01/02/2004 Elevation Certificate based PHONE NUMBER on 08/17/1986 FIRM shows C3e lowest elevation of machinery/equipment to be CONTRACTOR NAME CUB ENTERPRISES,LLC 12.1-ft. with BFE of 13. ADDRESS PO BOX 18303 CITY STATE ZIP GARDEN CITY GA 31418 Scope of this permit includes correction of low equipment to 1-ft. above BFE FLOOD ZONE based on 09/28/2008 FIRM and BFE. BUILDING VALUATION SQUARE FOOTAGE 108 1\)e W No finished space allowed on ground OCCUPANCY TYPE P floor. TOTAL FEES CHARGED $812.00 PROPERTY IDENTIFICATION# Revised Elevation Certificate and Nonconversion Agreement required at PROJECT VALUATION $95,335.00 completion of project. TOTAL BALANCE DUE: $812.00 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. ie Signature of Building Inspector or Authorized Agent: � /IA/L' ■..//t• P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org l CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 11/13/2012 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 #: 11-0673 PROPOSED USE: ADDITION &RENOVATION OCCUPANCY TYPE: P CONTACT NAME CUB ENTERPRISES LLC CONTACT ADDRESS PO BOX 18303 CONTACT CITY STATE ZIP GARDEN CITY GA 31418 PROPERTY ADDRESS 7 ELEVENTH ST I APPROVED BY: 0 ak P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org --41 City of Tybee Island • Planning & Zoning Dept. ti Inspection Report Itnr2„`a Itawam...a- 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 -4/ I N TM1770 NA L Phone 912.472.5032 - Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. 1 - 0 (4) 1 3 Date Requested Owner's Name (11.. uT3 Date Needed Gen. Contractor Subcontractor in Contact Information (:--) r---e_5 19 ca -N- 6 - - , Project Address Scope of Work 1 e ( cL0_,-In4:, Cl i y VY Inspector 7) . -A-4-0 ,- Date of Inspection 1 ' ---' — 2- / 1:7 ti- IAA Inspection Pass „K' Fail 0 Fee V k .4Sit- ill j22-14}-1 (.^ , / ,e °\•-e q o,, ..R_ . .-- , Llev( C P74-■ On -1 ) le_ --/- Inspection Pass 0 Fail 0 Fee Inspection Pass El Fail 0 Fee r- 1 ■ 1 7, 0 0 5 0 6ed rec- ui re.,r '- Inspection Pass 0 Fail 0 Fee �\ City of Tybee Island • Planning & Zonin y Dept.t. la rk ,� ; 9 Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 'rte S INTERNATIONAL M = Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. //-- /\ ..3 Date Requested , I I ;,,t 1 1 Owner's Name A(?'3 , Date Needed ./ s-, I i 2- Gen. Contractor Subcontractor Contact Information - ?Z-f ' .4} r, TI Project Address ( - r,� ✓-\ f Scope of Work 1' - y=. -E i'3 Inspector ;`,1 p "I- 4 1 Date of Inspection � � �- I 7-- Inspection —....)i-- / Pass Mk' Fail El Fee Inspection I )72 j2 i L Pass 1=` Fail ❑ Fee Inspection Pass 0 Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee U.S.DEPARTMENT OF HOMELAND SECURITY ' ELEVATION CERTIFICAM OMB No.1660-0008 F=2"zsa fEIT=E =r;17/ '.e--!=ct=dik,,r. 'i Expires March 31,2012 A...... 127C14 raglati enalt=ta Parzre In Important Read the instructions on pages 1-9. --- --- SECTION A-PROP ORNATION .Ferinifitaritherimpany --Al. Buildrig Owner's Name .1 --.5 A2.- Building Stet Address Apt_thi,I.Subs,sniffer inks.No.)or PM-Route and Box No. -c*fitioirtirNAIC tilMiher City ---- ' Stole zP Co de tz"--11 17S t-r - f---1'a. Gg.ta ife,m i Pt 3 \ - --/--S A3. Property Description(Lot and Stock Numbers.Tax Parcel Number,Legal Description,etc. 1... or•S"-- it-i--i-.. 1-1-1-6" FT 5--- F-F-E-1-- et= /.4.41---.1-- 0 t - Ar 3 ue,0)•4 I, 3 .9 pzi 0(-= r---ri_A----4-7,-- A4. Building Use(e.g.,ResiderdieL Nen-Resktential,Addpon.Accessory,etc.) R*-E-7- i 0 .--)--t"T") Pc i__ ( t,,./IFI-t--s.p 3 ,-1--,/egg-- A.B. LatiludelLangibele:Lath'.S ra.-‘i-").cl 17 Law W e3o .:.5"‹.5-. -I-Z., ' Horizontal Datum:0 NAD 1927 IR<AD 1983 A8. Math at least 2 photographs of the building tithe Certificate is being used to obtain Snort insurance. A7. Building Diagram Number 4 . I A8. For a building with a craidepace or endosure(s):: A9. For a building with an attached generic a) Square footage of crawiepace or eridesure(s) 7. 1-0‘ eqft a) Square footage of attached garage 0 sq ft b) No.of permanent flood openings kr the crewispece or- b) No.of permanent flood Opsatilirlip In the attached aeman ericiosure(s)within 1.0 loot above arSecent grade J . within 1.0 foot above adjacent grade c) Total net area of food opentrigs >., 1 1 I-Osq in c) Total net area of-flood imentege In AiLb -77- sq in d) Ertl/trimmest load openings? MVes [ j No Cs ev,.„.r..,err ) d) Engineered flood openingisC7 0 Yes alio SECTION 13-4 FLOOD INSURANCE RATE MAP,(FIRM)INFORMATION 81.NET Community Mule&Corrineetty Number : I B2_County Heine - 1 83.State 7 -1 13 a-E-- _LL. 4.,1 c, 13 S-I 4'i' I G.1_1 4.YI-1-1--Pair-N., a,es fe.4Z IA BC MaprTionel Number BS.Suffix • 88.FIRM Watt B7.FIRM Panel Be_Flood BS Base Flood Ekwation(s)(Zone bete abed Data 1 Zona(e) AO,use base lined depth) I 1 3 42>S-1 c 0 3-2..(,, 9 42-‘-c)t . '1----2.4.- oa ■(- E- - 1310. Indicate the source oat=Flood Elevation IBM data or I:zee yeast 1:ftplarintered in item Be.- 0 AS Rose Determined 0022m,giescribe) Bit, Indicate davan071 datum used for BFE in Item B 0 NOVO 1929 Egeigrii23 lil23 0 Other(Describe) B12. Is the Milano located In a Coastal Basler Feare+ces System(CSRS)area or Otherwise Protected Mee(OPA)? El Yes atilo Designation Data ■ 0(Mils 0 OPA SECTION C-BtOLDON3 ELEVATION INFORMATION(SURVEY REQUIRED) Ci. Building elevations we based On: 0 Comstruthon Drawings* 0 Bulkfing Under emristrudlon* Efilnishett cunerautam *A new Eke/aeon Ceralicale will be required wheal'construction of the building is cornelefe. C2. Bevallons-Zones Ai-A30.AP..Att.A(with t3FE,VE.VI-V39,V(with BFE),AR,ARIA,ARIAS,ARD1/41-A30.ARIAH.ARIAO. Complete barns Caen below according toe*building cite:warn specifiedin Item A7. Use the same datum es the BFE Benchmark Mb/4 1,..„fa,ie 4.4• I Vertical Detain N/4-4 C) I ta g 2. nversion/Comments /NY I A - Chedc the measurement used. a) Top of bottom floor(Including basement,dayitspace.or enclosure Soar) 1 0.LSitt B vs(Puerto Rico only) b) Top of the next higher Sear 20_0 tee/ meters(Puerto Rico only) - c) Bottom 019w lowest horizontal structural member(V Zones only) _____Jl. -.1-1feet - 0 meters(Puerto Rico only) d) Attached garage(top of slab) ! I's-1 -..._,E113_2(= 0 maws(Puerto Him only) e) Lowest elevation et readlnery or equipmer*servking the buildng / 0 0 meters(Puerto Rico orgy) (Describe type of equipment end location in cmirmimift) f) Lowest adjacent(*Stilted)grade next to ftril (LAG) I 0.1'ra 0 meters(Puerto Rico only) 9) Highest adjacent(*tithed)grade nerd to building(HAG) I O. B meters(Puerto Rico only) It) Lowest adjacent grade at*west elevation Oder*Of stairs,Indiana I 0- meters(Puede Rico arty) structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION - ...._u ....1..sgsema.6.0 This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by tawlo certify elevation - -"- Information. I certify that the information cm this CeitSicate represents my bed efforts to interpret the data available '4.0 0 / Nk I uand that any false statement may be punishebie by tine or kipesonrnent under 18 U.S.Code.Section 1001. .' 0 I el*c x, .0.• • c ... urhecit hem If comments am provided on back°flown. Wats latitude and kellItexie_ •lA..Llovilied by 8 , . , • _ . __.-... licensed land surveyor? 18.1 Yes U Na , -i • -• RES=ABM CedIfierb Name __ 1 -)....... - . License Number i .1%\ -f.titl.tD-j•I1 'a4s4:-,t/ /A/CEnv, Fl•C`ki`d",...1 - i 88-a Company Name, z Tit.ek..n-i® S j VE st°IR, V NH C F-NIT ir-t 6 kr,"1,-7 4 Stale zilp MrAt 9 1:‘ 13 ''''' R cav 1.6 14 aut vi 4 tgb-- CadS 3 1405 - •-,,,,,,, IV, vi Signature I e (} , Date T,-,--, . - ■,_/ ,__,.. 4.,,...,9...--- . .., 'V...........' 2•5-..1 3123 FEMA Form 81-31,Mar 09 ---L-..... - See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding inforrrtation from Section A. For Insurance Company Use Building Street Ad (intuiting Apt.,Unit.Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number City 1 'I �3 5 L l�r-N � © G A Zm Code Company Nate Number SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) —` Copy both sides of this Elevation Certificate for(1)comnumlty official,(2)insurance agent/company,and(3)building owner. Comments 1 l� d C�> - Z ere- THE- I Z rL„e. D O peFrs.)n v-S s •. -( S M c''ri.i V 8T+"lS) C Z(C� ( i2 (.c es,o r u t' r • # Wr�Se3��+ . ��t�T PLca �q(2 nvN,s Signature 1 �n Date 1 J — \ — Check tie B attachments SECTION E-BUILDING ELEVATION INFORMATIOt4 URVEy NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(wiBrout BFE).complete Items E!-ES. tithe Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C_ For Items El-E4,use natural grade,lfavaEable_ Check the measurement used. In Puerto Rico only,enter meters. EL Provide elevation information fertile fotiowirg and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adrt grade(LAG). a)Top of bottom floor(including basement.crantapace,or -•.: -)is k_ feet Dm etors above ar Qbeiow the HAG_ b)Top of bottom floor(including basement,craw�Oe or_••. . -)is G ._ pest Dregs Oabove or []below the LAG. E2. For Building Diagrams S9 with permanent hood •.'- ,- •4,:g\ in -t Items 8 9(see 8 fr of instruc ions),the next higher Hoer (elevation C2.1,in the diagrams)of the WORK/Is •feet •meters U above or U below the HAG. E3_ Attached garage(top of slab)is .0 =e D meters 0 above or 0 below the HAG. 54. Top of platform of machinery and/or equipment servicing -building is _p feet 0 meters 0 above or 0 below the HAG. ES. Zone AO only: If no-flood depth number is availabie,is the top Olive bottom floor elevated in accordance with the community's floodplain management ordinance?0 Yes 0 No 0 Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTWICA'IlON The property owner or owner's authorized remesenialve who completes Sections A,B.and EfbrZone A(without a FEMA-issued or BFE) orZone AO must sign here. The statements In Sections A.B and Ewe ccrnnct to the beestofnrykhowlordge. Property Owner's or Owner's Authorized Representative's Name Address State Zvi'Code Signature \ \ \ Dato Teiephone s%' , 0 VVV SECTION G-COMIRMITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to.administer-the community's tioodplain management onfirance can complete Sections A,S C(or E). and G of th is Elevation Certificate. Complete dhe applicable Item(s)and sign below Check the measurement used in Items G8 and G9. Si.Q The information In Section Cress taken then other documentation ntaton that has been signed and sealed by a licensed surveyor,.engineer or architect who is authorized by law to cedify elevaion information. (indicate the source and date of the elevation data in the Comments area below.) G2.0 A community official completed Secion Elora buikfrng located in Zone A(without a FENIA-issued or communitrissued BFE)or Zone AO. G3.0 The following information(items G4-G9)is provided for commtnely floodplain management purposes. G4.Permit Number 1 G5. Dale Permit Issued i GB. Dale Issued GL This permit has been issued for: 0 New Construction 0 Substaniai Improvement 68. Elevation of as-bdlt lowest floor(including of the building 0 feet 0 meters(PR) Datum G9. BFE or(in Zone AO)depth of flooding atthe building site 0 feet 0 meters(PR) Datum 010.Community's design flood elevation ❑feet ❑mains(PR) Datum Loral Official's Name \Tale Commnuhity Name Telephone Signature Date Comments 0 Check here if attachments FEMA Form 81-31,Mar09 Replaces all previous editions 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 7 11"1 STREET City TYBEE ISLAND State GA ZIP Code 31328 Company NAIL 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 10-11-12 ./7. _ ': 'r - t , ,4, 7 4 . k. llhiIlll REAR VIEW 10-11-12 t. 6;0; I 4 lit , / . 1 ...4:a i i i a a i a __ - ..:., i ill, Cl hd 1464037, o0 FILED FOR RECORD �� `� NONCONVERSION AGREEMENT_�1 0041af;, FOR STRUCTURES IN THE FL€iDPLA4N / iila 11I•j.s=:ey, C-1 YI 2UIX.10ja� .. } rat-�i 10.4 u f cip t I_:11:�-# lli �__�i i�,t'.f Building Permit Number //,'" o(Q ,3 Address of Propeftiita-t t, •;ir` ,TTi ri t1, , PIN /071_ , ry s Ub e (Dr) -1-1/4,abee .L Gs, . 313zy got? .01 -�3 /3oSICO3A(c FIRM Zone ��, BFE J feet(NAVD) Panel Number ,effective date '7 C C hiss Cut. . J' Property Owner(s) JS"�ec5 4 S,A � `��`��.� Contractor A21-e-43 t/Jf SrJ In accordance with the Flood Damage Prevention Ordusa+hce of the City of Tybee Island, Georgia, the Property Owner agrees to the following: l. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage,or access to the building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention Ordinance in effect at the time of conversion. 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood-resistant materials. 3. That mechanical,electrical,or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade.If located in a V-zone,breakaway walls are required. 5. That the requested structure may be subject to increased premium rates for flood insurance available from the National Flood Insurance Program due to its location in a Special Flood Hazard Area. 6. That any variation in construction beyond what is permitted shall co titut a violation and be abatable as such. igna P- of Property 0 R Date Prin Name of Poperty Owner gnature of Property • er Date Cp.0\c&. Printed Name of Property Owner STATE OF GEORGIA COUNTY OF CHATHAM I hereby certify that on this day of �� , 20 /� , before me, a Notary Public of the State of Georgia, personally appeared ,PEG ����mz� �` SAn.iwA (—�fL m LY ,known to me, or satisfactorily proven to be the person whose name is subscribed to the foregoing instrument, who acknowledged that he/she has executed it for the purposes therein set forth,and that it is his act and deed. In witness whereof,I have set my hand and Notarial Seal. NOTARY ;� �, JERRIS A. BRYANT t$ea,, Notary Public,Chatham County GA My Commissio expires on &...5-A,?-7,7,2 D/( My Commission Expires May 22,2016 WITNESS SIGNATURE CiaD 0±;) Printed Name O-t' d Cq� Address • 4 ' V(;, , •- , Note: A Nonconversion Agreement must be used whenever an enclosed structure or portion of a structure is built or substantially improved within the 100 year Floodplain below the Base Flood Elevation. A Nonconversion Agreement must satisfy all of the above conditions and requires proper recordation in the land records of Chatham County, Georgia. 7 Eleventh St. Tybee Island, Georgia 31328 Due to unprotected foam insulation installed in attic, NO STORAGE is allowed in attic. Entry to attic is for service of equipment only. Greg Helmly, homeowner date t_ Page 1 of 1 0 g rtgva OFFICE OF INSURANCE AND SA • 949Y-21 ! Ralph T. Hudgens, Commiss' er Safety Fire Division..Safety Engineering Jurisdiction Number I nst . Permi, umber La EP L-'23792 -s ► . Passed Cert . Isr sued Type Cert . Las "r 'es o Yes 1 No Reg. Temp. �d Cert . to : Qu Own. 4 Loc. Billing Yes E B i 1 1 For : I !Cert. Only ' Insp. Only Both Spec. Amt.: F Assigned Inspector 1011 Ins . CHARLES " EDD I E " SMITH Canc.EltO te. Specific Location of Equipment Location 48100 1 Name HELP Street 11TH ST Extra Addr. 'rt 1. 1 City.St..zlp TYBEE ISLAND GA 313 2 8 Attn.: Tel p gone: Fax: Nciine Street Extra Addr. C;i,y,St.,Zip Attn.. Teiepho;w: F • 11/8/2012 http://web.mail.comcast.net/service/home/—/?id=621280&part=2&auth=co&disp=i W--'''is� ©`9`9 A. ,°, A�-wog City of Tybee Island • Planning & Zoning Dept. �1�,r. G ,1 Inspection Report soma ,\ ,sl; m��a- Ra j ; 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 iN1[RN7770Nrt °�> � Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. 1/- t)( 7_ Date Requested / I//i/ + L.. Owner's Name L c .1:.:.> ,-i\J Date Needed ;/ Gen. Contractor Subcontractor Contact Information.- , 6:S ' Z X ., Z.. Project Address -4 r° %� 1ic, J i f Scope of Work f4` - e-: Lfra.viizo 0f / Inspector -7 Date of Inspection - r 'Z- ' _ Inspection l Pass Imo Fail 0 Fee Inspection Pass ❑ Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee eiliN city of Tybee Island • Planning & Zoning Dept. haliV%`- latilak . , Inspection Report Millinssa- ‘ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERN7170NAL Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. I i - 9 7 i..-- Date Requested / ifi57i7, Owner's Name (7-( -' / ,, 4- .),-) -__:: Date Needed i Gen. Contractor Subcontractor Contact Information &_ 2-- :, i -, . ' > --/ 2/ 7 IL Project Address -"----/ F-111,-;V 4-t,, ,:.. -i--, Scope of Work Inspector ii . 1) Date of Inspection Inspection T:-.7 1— S - K.-- Pass si Fail 0 Fee Inspection Pass 1:1/ Fail 0 Fee . / , / I . / ,72 A.-z-..-- ..x-t-/--- Inspection 1-71- - j-Z Pass rl Fail El Fee • ... ---4:5'.:;)---/ --2:,7(,),)/-Y..3./ 14-f,::,=,=4 2-L. or:: i'_)e)G-•_,,,,/,--,_.,a4 ":_ ., -7 /D 44.) '1 64-72:7. ,;., _.,,, ire / .--- / 1 ,7-,.-_b ), -- IN/P i•5 -0001/14SO/0J /944.1-47-4.Ntiu-14-* Inspection Pass Ei Fail 0 Fee 1 --1- — -'-'-.Y1 744/-7 - •---. * 4- , cs, ci 3c-1-1,L. ( ■ 1 City-of Tybee Island • Planning & Zoning' Dept. somft, Inspection Report nom- waska 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 minawri Phone 912.472.5032 • Fax 912.786.9539 I NTERZIONAI CODE COUNCIL: MEMBER Permit No. ,//11- -,...)67,23 Date Requested Owner's Name /1./r-3 f.--,,i---/ Date Needed Gen. Contractor Contractor Subcontractor Contact Information .:,----42-ez._, a„-S-- 7 -, Project Address ill- 7 1:21,-0/-,,ii1 <11 .i . -2 --—2 Scope of Work /---,2:3 L'.:.cliwo 61 f / 1 Inspector 70 Date of Inspection / Inspection /----/-- - \ ---t ,.\ Pass 0 Fail El Fe ,',..) 7), - /)/f.. "1,02" 174.-;,--1.) 1,--17: _i- }-, al t /4_,,,J. ,- _. pi=.70L,/ A.. --i--7c 1 ple. 4-c 74,-!', tz-1,-- --71.5 i'--) _i_z.... -7 - 7100(i/ ,..-i '17'72 - ic1/5. 2,.. 1,J 10115 /4 - ... -21---‘;0(...) .., Gtiii t5'14 -9 ;7'4 7 riv -4 I 4 41*-- ts.119t4 17-12(1), Git. I dC./144,,,..3/ 4 -/J- ,,,,3 Inspection Pass Pi--- - \ Ei Fail F v 13 NO, — op-cu i J ',': VI-F(AAAJ-.) T.:17-,74.64-, ,=,.:1 ,4-1 1 4)5.4 ' / 3 ilif-o4 f 4 — vi,/)/ 07,k1,6)4. /4-4.4,7-5-1z,A__ ),..)i,3 / IU-11 -- 41 - pc //),...-. R - c1--- Inspection Pass __I-- 11,----Tail Fee Inspection ,_?/- - Pass 0 Fail li F:&11-/ 0 ( -1 Version 8.12 INTEGRITY QUOTE 01/25/12 *** CAUTION: IT IS RECOMMENDED THAT A MINIMUM OF 1/4 INCH BE ADDED *** *** TO THE ROUGH OPENING HEIGHT WHEN USING MARVIN SILLGUARD *** *** UNIT AVAILABILITY AND PRICE SUBJECT TO CHANGE *** *** NET PRICE (in USD) *** 1118-000 REQUESTED SHIP DATE: BILL SHIP VIA: OUR TRUCK TO: P0: Ed Johns JOB NAME: AIRCO #7 11th ST. TYBEE ISLAND SHIP CONTACT: TO: PHONE: ( ) PROJECT: AIRCO 06" QUOTE: 00000001 QTY: 1 MARK UNIT - #1 NW BOTTOM RO 68" X 60 1/4" - 2W1H t **A1 I TDH WOOD - ULTREX SERIES IMPACT ZONE 3 CN 3460 **S1 girOS‘feidr thanks G.S. 28 3/4" X 26 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON Olt" 7/8" RECT SDL - NO SPACER BAR - STD CUT 3W2H STONE WHITE EXT. - BA PINE INT. **S2 G.S. 28 3/4" X 26 3/4" p . ',.., IG - 1 LITE IMPACT LoE-366 W/ARGON WH SASH LOCK SCREEN STONE WHITE SURROUND Thanks CHARCOAL FIBERGLASS MESH 411!! **A2 I TDH • .1 I WOOD - ULTREX SERIES IMPACT ZONE 3 CN 3460 **S1 G.S. 28 3/4" X 26 3/4" St./.1" IG - 1 LITE IMPACT LoE-366 W/ARGON 7/8" RECT SDL - NO SPACER BAR - STD CUT 3W2H STONE WHITE EXT. - BA PINE INT. **S2 G.S. 28 3/4" X 26 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON WH SASH LOCK SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH CONTINUED ON NEXT PAGE Version 8.12 INTEGRITY QUOTE 01/25/12 *** CAUTION: IT IS RECOMMENDED THAT A MINIMUM OF 1/4 INCH BE ADDED *** *** TO THE ROUGH OPENING HEIGHT WHEN USING MARVIN SILLGUARD *** "* UNIT AVAILABILITY AND PRICE SUBJECT TO CHANGE *"* *** NET PRICE (in USD) *** PAGE 2 1118-000 PROJECT: AIRCO NAILING FIN W/CLIPS 4 9/16" JAMBS BA PINE INTERIOR STONE WHITE EXTERIOR FACTORY MULLED INTEGRITY IMPACT (IZ3) ASSEMBLIES ARE CERTIFIED +; TO MEET AIR, WATER, AND STRUCTURAL REQUIREMENTS PER AAMA 450-06 AND AAMA/CSA/WDMA/101-I.S.2/A440-05 & 08 STANDARDS. 9, - e a AS VIEWED FROM THE EXTERIOR , DIVIDED LITE CUT ALIGNMENT MAY NOT BE ACCURATELY REPRESENTED IN THE MQS GENERATED DRAWING PLEASE CONSULT YOUR LOCAL INTEGRITY REPRESENTATIVE FOR EXACT SPECIFICATIONS QUOTE: 00000002 QTY: 1 MARK UNIT - #2 STAIRWAY I TDH WOOD - ULTREX SERIES IMPACT ZONE 3 CN 3464 RO 34 1/2" X 64 1/4" **S1 G.S. 28 3/4" X 28 3/4" . IG - 1 LITE IMPACT LoE-366 W/ARGON 7/8" RECT SDL - NO SPACER BAR - STD CUT 3W2H STONE WHITE EXT. - BA PINE INT. **S2 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON WH SASH LOCK SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH NAILING FIN W/CLIPS 4 9/16" JAMBS BA PINE INTERIOR STONE WHITE EXTERIOR QUOTE CONTINUED ON NEXT PAGE. Version 8.12 INTEGRITY QUOTE 01/25/12 *** CAUTION: IT IS RECOMMENDED THAT A MINIMUM OF 1/4 INCH BE ADDED *** *** TO THE ROUGH OPENING HEIGHT WHEN USING MARVIN SILLGUARD *** *** UNIT AVAILABILITY AND PRICE SUBJECT TO CHANGE *** *** NET PRICE (in USD) *** PAGE 3 1118-000 PROJECT: AIRCO A AS VIEWED FROM THE EXTERIOR DIVIDED LITE CUT ALIGNMENT MAY NOT BE ACCURATELY REPRESENTED IN THE MQS GENERATED DRAWING PLEASE CONSULT YOUR LOCAL INTEGRITY REPRESENTATIVE FOR EXACT SPECIFICATIONS 00000003 th i610E2 MARK UNIT - #3 NW BEDROOM RO 68" X 64 1/4" - 2W1H **Al_ I TDH WOOD - ULTREX SERIES IMPACT ZONE 3 CN 3464 **S1 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON 7/8" RECT SDL - NO SPACER BAR - STD CUT 3W2H Thanks STONE WHITE EXT. - BA PINE INT. **S2 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON WH SASH LOCK SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH CONTINUED ON NEXT PAGE Version 8.12 INTEGRITY QUOTE 01/25/12 *** CAUTION: IT IS RECOMMENDED THAT A MINIMUM OF 1/4 INCH BE ADDED *** *** TO THE ROUGH OPENING HEIGHT WHEN USING MARVIN SILLGUARD *** *** UNIT AVAILABILITY AND PRICE SUBJECT TO CHANGE *** *** NET PRICE (in USD) *** PAGE 4 1118-000 PROJECT: AIRCO **A2 I TDH WOOD - ULTREX SERIES IMPACT ZONE 3 CN 3464 **S1 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON 7/8" RECT SDL - NO SPACER BAR - STD CUT 3W2H STONE WHITE EXT. - BA PINE INT. **S2 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON WH SASH LOCK SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH NAILING FIN W/CLIPS 4 9/16" JAMBS BA PINE INTERIOR STONE WHITE EXTERIOR FACTORY MULLED INTEGRITY IMPACT (IZ3) ASSEMBLIES ARE CERTIFIED TO MEET AIR, WATER, AND STRUCTURAL REQUIREMENTS PER AAMA 450-06 AND AAMA/CSA/WDMA/101-I.S.2/A440-05 & 08 STANDARDS. V V A n AS VIEWED FROM THE EXTERIOR DIVIDED LITE CUT ALIGNMENT MAY NOT BE ACCURATELY REPRESENTED IN THE MQS GENERATED DRAWING PLEASE CONSULT YOUR LOCAL INTEGRITY REPRESENTATIVE FOR EXACT SPECIFICATIONS QUOTE: 00000004 QTY: 1 MARK UNIT - #4 BATH FRONT CONTINUED ON NEXT PAGE Version 8.12 INTEGRITY QUOTE 01/25/12 *** CAUTION: IT IS RECOMMENDED THAT A MINIMUM OF 1/4 INCH BE ADDED *** *** TO THE ROUGH OPENING HEIGHT WHEN USING MARVIN SILLGUARD *** *** UNIT AVAILABILITY AND PRICE SUBJECT TO CHANGE *** *** NET PRICE (in USD) *** PAGE 5 1118-000 PROJECT: AIRCO T TDH WOOD - ULTREX SERIES IMPACT ZONE 3 CN 3456 RO 34 1/2" X 56 1/4" **S1 G.S. 28 3/4" X 24 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON 7/8" RECT SDL - NO SPACER BAR - STD CUT 3W2H STONE WHITE EXT. - BA PINE INT. **S2 G.S. 28 3/4" X 24 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON WH SASH LOCK SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH NAILING FIN W/CLIPS 4 9/16" JAMBS BA PINE INTERIOR STONE WHITE EXTERIOR v I l� A AS VIEWED FROM THE EXTERIOR • DIVIDED LITE CUT ALIGNMENT MAY NOT BE ACCURATELY REPRESENTED IN THE MQS GENERATED DRAWING PLEASE CONSULT YOUR LOCAL INTEGRITY REPRESENTATIVE FOR EXACT SPECIFICATIONS QUOTE: 00000005 QTY: I MARK UNIT - I SFD - OX WOOD - ULTREX SERIES CN 6080 • RO 72 1/4" X 96 1/8" IG - 1 LITE TEMP LOW E II W/ARGON MULTI-POINT LOCK KEYED HANDLE SET - AF SCREEN ***SHIP SEPARATE STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH CONTINUED ON NEXT PAGE 1 / Version 8.12 INTEGRITY QUOTE 01/25/12 *** CAUTION: IT IS RECOMMENDED THAT A MINIMUM OF 1/4 INCH BE ADDED *** *** TO THE ROUGH OPENING HEIGHT WHEN USING MARVIN SILLGUARD *** *** UNIT AVAILABILITY AND PRICE SUBJECT TO CHANGE *** *** NET PRICE (in USD) *** PAGE 6 1118-000 PROJECT: AIRCO NAILING FIN 6 9/16" JAMBS BA PINE INTERIOR STONE WHITE EXTERIOR a AS VIEWED FROM THE EXTERIOR QUOTE: 00000006 QTY: 3 MARK UNIT - #6 LIVING ROOM RO 68" X 64 1/4" - 2W1H **A1 I TDH WOOD - ULTREX SERIES IMPACT ZONE 3 CN 3464 **S1 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON 7/8" RECT SDL - NO SPACER BAR - STD CUT 3W2H STONE WHITE EXT. - BA PINE INT. • **S2 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON WH SASH LOCK SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH CONTINUED ON NEXT PAGE ,Version 8.12 INTEGRITY QUOTE 01/25/12 *** CAUTION: IT IS RECOMMENDED THAT A MINIMUM OF 1/4 INCH BE ADDED *** *** TO THE ROUGH OPENING HEIGHT WHEN USING MARVIN SILLGUARD *** *** UNIT AVAILABILITY AND PRICE SUBJECT TO CHANGE *** *** NET PRICE (in USD) *** PAGE 7 1118-000 PROJECT: AIRCO **A2 I TDH WOOD - ULTREX SERIES IMPACT ZONE 3 CN 3464 **S1 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON 7/8" RECT SDL - NO SPACER BAR - STD CUT 3W2H STONE WHITE EXT. - BA PINE INT. **S2 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON WH SASH LOCK SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH NAILING FIN W/CLIPS 4 9/16" JAMBS BA PINE INTERIOR STONE WHITE EXTERIOR FACTORY MULLED INTEGRITY IMPACT (IZ3) ASSEMBLIES ARE CERTIFIED TO MEET AIR, WATER, AND STRUCTURAL REQUIREMENTS PER AAMA 450-06 AND AAMA/CSA/WDMA/101-I.S.2/A440-05 & 08 STANDARDS. v v A o AS VIEWED FROM THE EXTERIOR DIVIDED LITE CUT ALIGNMENT MAY NOT BE ACCURATELY REPRESENTED IN THE MQS GENERATED DRAWING PLEASE CONSULT YOUR LOCAL INTEGRITY REPRESENTATIVE FOR EXACT SPECIFICATIONS QUOTE: 00000007 QTY: 4 MARK UNIT - #7 MBR CONTINUED ON NEXT PAGE Version 8.12 INTEGRITY QUOTE 01/25/12 *** CAUTION: IT IS RECOMMENDED THAT A MINIMUM OF 1/4 INCH BE ADDED *** *** TO THE ROUGH OPENING HEIGHT WHEN USING MARVIN SILLGUARD *** "' UNIT AVAILABILITY AND PRICE SUBJECT TO CHANGE `*" *** NET PRICE (in USD) *** PAGE 8 1118-000 PROJECT: AIRCO I TDH WOOD - ULTREX SERIES IMPACT ZONE 3 CN 3464 RO 34 1/2" X 64 1/4" **S1 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON 7/8" RECT SDL - NO SPACER BAR - STD CUT 3W2H STONE WHITE EXT. - BA PINE INT. **S2 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON WH SASH LOCK SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH NAILING FIN W/CLIPS 4 9/16" JAMBS BA PINE INTERIOR STONE WHITE EXTERIOR V A AS VIEWED FROM THE EXTERIOR DIVIDED LITE CUT ALIGNMENT MAY NOT BE ACCURATELY REPRESENTED IN THE MQS GENERATED DRAWING PLEASE CONSULT YOUR LOCAL INTEGRITY REPRESENTATIVE FOR EXACT SPECIFICATIONS QUOTE: 00000008 QTY: 1 MARK UNIT - #8 MASTER BATH CONTINUED ON NEXT PAGE Version 8.12 INTEGRITY QUOTE 01/25/12 *** CAUTION: IT IS RECOMMENDED THAT A MINIMUM OF 1/4 INCH BE ADDED *** *** TO THE ROUGH OPENING HEIGHT WHEN USING MARVIN SILLGUARD *** *** UNIT AVAILABILITY AND PRICE SUBJECT TO CHANGE *** *** NET PRICE (in USD) *** PAGE 8 1118-000 PROJECT: AIRCO I TDH WOOD - ULTREX SERIES IMPACT ZONE 3 CN 3464 RO 34 1/2" X 64 1/4" **S1 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON 7/8" RECT SDL - NO SPACER BAR - STD CUT 3W2H STONE WHITE EXT. - BA PINE INT. **S2 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON WH SASH LOCK SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH NAILING FIN W/CLIPS 4 9/16" JAMBS BA PINE INTERIOR STONE WHITE EXTERIOR A AS VIEWED FROM THE EXTERIOR DIVIDED LITE CUT ALIGNMENT MAY NOT BE ACCURATELY REPRESENTED IN THE MQS GENERATED DRAWING PLEASE CONSULT YOUR LOCAL INTEGRITY REPRESENTATIVE FOR EXACT SPECIFICATIONS QUOTE: 00000008 QTY: 1 MARK UNIT - #8 MASTER BATH CONTINUED ON NEXT PAGE Version 8.12 INTEGRITY QUOTE 01/25/12 *** CAUTION: IT IS RECOMMENDED THAT A MINIMUM OF 1/4 INCH BE ADDED *** *** TO THE ROUGH OPENING HEIGHT WHEN USING MARVIN SILLGUARD *** *** UNIT AVAILABILITY AND PRICE SUBJECT TO CHANGE *** *** NET PRICE (in USD) *** PAGE 9 1118-000 PROJECT: AIRCO RO 52" X 48 1/4" - 2W1H **A1 I TDH WOOD - ULTREX SERIES IMPACT ZONE 3 CN 2648 **S1 G.S. 20 3/4" X 20 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON 7/8" RECT SDL - NO SPACER BAR - STD CUT 3W2H STONE WHITE EXT. - BA PINE INT. **S2 G.S. 20 3/4" X 20 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON WH SASH LOCK SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH **A2 I TDH WOOD - ULTREX SERIES IMPACT ZONE 3 CN 2648 **S1 G.S. 20 3/4" X 20 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON 7/8" RECT SDL - NO SPACER BAR - STD CUT 3W2H STONE WHITE EXT. - BA PINE INT. **S2 G.S. 20 3/4" X 20 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON WH SASH LOCK SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH NAILING FIN W/CLIPS 4 9/16" JAMBS BA PINE INTERIOR STONE WHITE EXTERIOR FACTORY MULLED INTEGRITY IMPACT (IZ3) ASSEMBLIES ARE CERTIFIED TO MEET AIR, WATER, AND STRUCTURAL REQUIREMENTS PER AAMA 450-06 AND AAMA/CSA/WDMA/101-I.S.2/A440-05 & 08 STANDARDS. QUOTE CONTINUED ON NEXT PAGE. ' Version 8.12 INTEGRITY QUOTE 01/25/12 *** CAUTION: IT IS RECOMMENDED THAT A MINIMUM OF 1/4 INCH BE ADDED *** *** TO THE ROUGH OPENING HEIGHT WHEN USING MARVIN SILLGUARD *** *** UNIT AVAILABILITY AND PRICE SUBJECT TO CHANGE *** *** NET PRICE (in USD) *** PAGE 11 1118-000 PROJECT: AIRCO QUOTE: 00000010 QTY: 1 MARK UNIT - #10 SW BEDROOM RO 68" X 64 1/4" - 2W1H **A1 T TDH WOOD - ULTREX SERIES IMPACT ZONE 3 CN 3464 **S1 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON 7/8" RECT SDL - NO SPACER BAR - STD CUT 3W2H STONE WHITE EXT. - BA PINE INT. **S2 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON WH SASH LOCK SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH **A2 T TDH WOOD - ULTREX SERIES IMPACT ZONE 3 CN 3464 **S1 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON 7/8" RECT SDL - NO SPACER BAR - STD CUT 3W2H STONE WHITE EXT. - BA PINE INT. **S2 G.S. 28 3/4" X 28 3/4" IG - 1 LITE IMPACT LoE-366 W/ARGON WH SASH LOCK SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH NAILING FIN W/CLIPS 4 9/16" JAMBS BA PINE INTERIOR STONE WHITE EXTERIOR FACTORY MULLED INTEGRITY IMPACT (IZ3) ASSEMBLIES ARE CERTIFIED TO MEET AIR, WATER, AND STRUCTURAL REQUIREMENTS PER AAMA 450-06 AND AAMA/CSA/WDMA/101--I.S.2/A440-05 & 08 STANDARDS. QUOTE CONTINUED ON NEXT PAGE. ' ,Version 8.12 INTEGRITY QUOTE 01/25/12 *** CAUTION: IT IS RECOMMENDED THAT A MINIMUM OF 1/4 INCH BE ADDED *** *** TO THE ROUGH OPENING HEIGHT WHEN USING MARVIN SILLGUARD *** *** UNIT AVAILABILITY AND PRICE SUBJECT TO CHANGE *** *** NET PRICE (in USD) *** PAGE 12 1118-000 PROJECT: AIRCO p. - AS VIEWED FROM THE EXTERIOR DIVIDED LITE CUT ALIGNMENT MAY NOT BE ACCURATELY REPRESENTED IN THE MQS GENERATED DRAWING PLEASE CONSULT YOUR LOCAL INTEGRITY REPRESENTATIVE FOR EXACT SPECIFICATIONS SUB TOTAL: 20,065.98 7.000% SALES TAX: 1,404.62 PROJECT TOTAL NET PRICE: 21,470.60 2 �,�C,o7 11/2/12 IMPACT Double Hur'Windows-Integrity Ultrex Fiberglass Windows-Integrif' Windows 4Integrity •u[VHI Home=Windows>....,,big'-gym•,hi?.CT FREE Double Hung Windows _; 1,v111 iI-iE :�I-. �liE,i :' v.:1 ire t7r! :ifF,' (4° . 1' .i .I) rh-i i, v,r,od f.r..i.ai1 fr1 r ,i:.17"ror.! l'P CT 2anp"rat?ci r-N silaole ccrro^.icn- _ P■ ■ y 5 p°r`c°rrancs F.;istani coasr:I h.rd'.varR ■. tt i Top and bottom sashos till Traditional colonial and rernotie easily for ap!..:er.rancr hass)sd ee,ram;enG.nce When choosing a window that and cleaning Kould be the focal point of their home,It was an easy decision.Integrity windows are probably the best quality/value window in the industry. r2 x s <.af„ :f OW 1 '11 ij fit M All rill 747-4 . ._\\\\ \ • • fi Go to Gallery for all products > innw.integritywindows.com/Fiberglass-Windows/Double-Hung-IMPACT/ 1/1 SECTION 08 54 14 ULTREX® CLAD WOOD DOUBLE HUNG WINDOW PART 1 GENERAL 1.1 SECTION INCLUDES A. Ultrex®clad wood double hung window complete with hardware,glazing,weather strip, insect screen,removable grilles,grilles- between-the glass,jamb extension, and standard or specified anchors,trim and attachments. B. Ultrex®clad wood double hung bay, bow window complete with hardware,glazing,weather strip,insect screen, removable grilles, grilles-between-the glass,simulated divided lite,jamb extension,head/seat board, and standard or specified anchors,trim and attachments. 1.2 RELATED SECTIONS A. Section 01 33 23—Submittal Procedures: Shop Drawings, Product Data, and Samples. B. Section 01 62 00—Product Options C. Section 01 65 00—Product Delivery D. Section 01 66 00—Storage and Handling requirements E. Section 01 71 00—Examination and Preparation F. Section 01 73 00—Execution G. Section 01 74 00—Cleaning and Waste Management H. Section 01 76 00—Protecting installed Construction I. Section 06 22 00—Millwork: Wood trim other than furnished by window manufacturer J. Section 07 92 00—Joint Sealants: Sill sealant and perimeter caulking K. Section 09 90 00—Paints and Coatings: Paint or stain other than factory applied finish 1.3 REFERENCES A. American Society for Testing and Materials(ASTM): 1. E 283: Standard Test Method for Rate of Air Leakage Through Exterior Windows,Curtain Walls, and Doors. 2. E 330: Standard Test Method for Structural Performance of Exterior Windows,Curtains Walls, and Doors by Uniform Static Air Pressure Difference. 3. E 547: Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Cyclic Static Air Pressure Differential. 4. E 2190: Standard Specification for Insulating Glass Unit Performance and Evaluation. 5. E 1886:Standard Test Method for Performance of Exterior Windows,Curtain Walls, Doors,and Storm Shutters Impacted by Missile(s)and Exposed to Cyclic Pressure Differentials 6. E 1996:Standard Specifications for Performance of Exterior Windows,Curtain Walls,Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes 7. C 1036: Standard Specification for Flat Glass. 8. E 90-09:Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements. B. Window and Door Manufactures Association (WDMA): I.S.4: Industry Standard for Water Repellent Preservative Treatment for Millwork. C. Sealed Insulating Glass Manufactures Association/Insulating Glass Certification Council(SIGMA/IGCC). 08 54 14-1 Ultrex®Clad Wood Double Hung Window–2009 Doc.67365 Rev. 8/27/2012 D. American Architectural Manufacturers Association/Window and Door Manufacturers Association/Canadian Standards Association (AAMA/WDMA/CSA): 1. AAMANVDMA/CSA 101/l.S.2/A440-05: Standard/Specification for windows,doors,and unit skylights. 2. AAMANVDMA/CSA 101/I.S.21A440-08: Standard/Specification for windows,doors,and unit skylights. E. Window and Door Manufacturers Association(WDMA): Hallmark Certification Program. F. American Architectural Manufactures Association(AAMA):623-10:Voluntary Specification, Performance Requirements and Test Procedures for Organic Coatings on Fiber Reinforced Thermoset Profiles. G. National Fenestration Rating Council(NFRC): 101:Procedure for Determining Fenestration Product Thermal Properties. 1.4 SYSTEM DESCRIPTION A. Design and Performance Requirements: 1. Window Units shall be designed to comply with 101/I.S.2/A440-05 and 101/I.S.2/A440-08. a. Double Hung Ratings: i. -05=H-LC40 ii. -08=LC-PG40-H b. Double Hung HP Ratings: i. -05= H-LC50 ii. -08=LC-PG50-H c. Transom: LC-PG40-F rating d. Transom HP: LC-PG50-F rating e. Picture: LC-PG40-F rating f. Picture HP: LC-PG50-F rating 2. Air leakage shall not exceed the following when tested at 1.57 psf according to ASTM E 283:0.30 cfm per square foot of frame. 3. No water penetration shall occur when units are tested at the following pressure according to ASTM E 547: a. Double Hung: 6.0 psf b. Double Hung HP: 7.5 psf C. Transom: 6.0 psf d. Transom HP: 7.5 psf e. Picture: 6.0 psf f. Picture HP: 7.5 psf 4. Units shall be designed to comply with ASTM E330 for structural performance when tested at the following pressures: a. Double Hung: +75/-75 psf b. Transom: +75/-75 psf c. Picture: +75/-75 psf 5. Forced Entry Resistance,complies with ASTM F588. B. Impact Zone 3 Certification Requirements: 1. Window Units shall be designed to comply with 101/I.S.2/A440-05,and 101/I.S.2/A440-08. a. Double Hung: i. -05: H-LC+55/-65 ii. -08:LC-PG+55/-65 b. Transom: i. -05:H-LC+55/-65 ii. -08:LC-PG+55/-65 c. Picture: i. -05: H-LC+55/-65 08 54 14-2 Ultrex®Clad Wood Double Hung Window—2009 Doc.67365 Rev. 8/27/2012 ii. -08: LC-PG+55/-65 2. Air leakage shall not exceed the following when tested at 1.57 psf according to ASTM E 283:0.30 cfm per square foot of frame. 3. No water penetration shall occur when units are tested at the following pressure according to ASTM E 547: a. Double Hung: 8.25 psf b. Transom: 8.25 psf c. Picture: 8.25 psf 4. Units shall be designed to comply with ASTM E330 for structural performance when tested at the following pressures: a. Double Hung: +82.5/-97.5 psf b. Transom: +82.5/-97.5 psf c. Picture: +82.5/-97.5 psf 5. Missile Impact at Missile Level D complies with ASTM E1886-05,ASTM E 1886-02,ASTM E1996-02,ASTM E1996-05. 6. Impact Pressure Cycling at+55/-65 psf,complies with ASTM E1886-02,ASTM E1886-05,ASTM E1886-06,ASTM E1996-02, ASTM E1996-05. 7. Forced Entry Resistance, complies with ASTM F588. 1.5 SUBMITTALS A. Shop Drawings: Submit shop drawings under provisions of Section 01 33 23. B. Product Data: Submit catalog data under provisions of Section 01 33 23. C. Samples: 1. Submit corner section under provisions of Section 01 33 23. 2. Include glazing system,quality of construction,and specified finish. D. Quality Control Submittals: Submit manufacturer's certifications indicating compliance with specified performance and design requirements under provisions of Section 01 33 23. 1.6 QUALITY ASSURANCE A. Code Requirements: Consult local code for IBC[International Building Code]and IRC[International Residential Code]adoption year and pertinent revisions for information on: 1. Egress, emergency escape, and rescue requirements 2. Basement window requirements 3. Window fall prevention and window opening control device requirements 1.7 DELIVERY A. Comply with provisions of Section 01 65 00. B. Deliver in original packaging and protect from weather. 1.8 STORAGE AND HANDLING A. Prime or seal wood surfaces, including surface to be concealed by wall construction, if more than thirty(30)days will expire between delivery and installation. B. Store window units in an upright position in a clean and dry storage area above ground and protect from weather under provisions of Section 01 66 00. 1.9 WARRANTY 08 54 14-3 Ultrex®Clad Wood Double Hung Window-2009 Doc.67365 Rev. 8/27/2012 A. Windows shall be warranted to be free from defects in manufacturing,materials,and workmanship for a period of ten(10)years from purchase date. B. Window glass shall be warranted to be free from defects in manufacturing,materials and workmanship for period of twenty(20)years from the purchase date. PART 2 PRODUCTS 2.1 MANUFACTURED UNITS A. Description: Ultrex®Double Hung (and related stationary or picture units)as manufactured by Integrity Windows and Doors,Fargo, North Dakota or Roanoke,Virginia. B. Description: Ultrex®Double Hung Bay,Bow unit, (and related stationary or picture units)as manufactured by Integrity Windows and Doors, Fargo, North Dakota or Roanoke,Virginia. 2.2 FRAME DESCRIPTION A. Interior: Clear pine interior surfaces. 1. Kiln dried to a moisture content no greater than twelve(12)percent at the time of fabrication. 2. Water repellent preservative treated in accordance with WDMA I.S.4. B. Exterior: Fiberglass reinforced(Ultrex®), 0.075 inch(2 mm)thick. C. Frame width:4-9/16 inches(116 mm). 2.3 SASH DESCRIPTION A. Clear pine interior surfaces. 1. Kiln dried to a moisture content no greater than twelve(12)percent at the time of fabrication. 2. Water repellent preservative treated in accordance with WDMA I.S.4 B. Exterior: Pultruded reinforced fiberglass(Ultrex®),0.070—0.075 inch(2 mm)thick. C. Composite sash thickness: 1-9/16 inches(40 mm). D. Operating sash tilt to interior for cleaning or removal. 2.4 GLAZING A. Select quality complying with ASTM C 1036. Insulating glass SIGMA/IGCC certified to performance level CBA when tested in accordance with ASTM E 2190.STC/OITC ratings are certified to the level in accordance with ASTM E90-09. B. Glazing method: 11/16 inch (17 mm)Insulated glass. C. Glass type: [LoE-180Tm][LoEZ-272®][LoE3-3661 with air or Argon Gas. D. Glazing seal: Silicone bedding at exterior and interior. E. Glazing Option:STC/OITC upgrade. F. Optional Impact glazing for winds zone 3. Glass is laminated insulated LoEZ or LoE3 with Argon consisting of annealed or tempered glass to the exterior and laminated glass to the interior. The laminated glass is made up of glass with either a SGP or PVB laminate layer between. The interior and exterior glazing compound is silicone,in a sandwich style glazing system. 2.5 Certified Mulling A. Directional mull limits 1H or 1W only. Maximum span for vertical mull is 75%"(1924) B. Directional mull limits for 2H or 2W only. Maximum span for horizontal mull is 62"(1575) 08 54 14-4 Ultrex®Clad Wood Double Hung Window—2009 Doc.67365 Rev. 8/27/2012 2.6 FINISH A. Exterior: Pultruded Fiberglass. Factory baked on acrylic urethane. Meets AAMA 623-10 requirements. 1. Color: Stone White; Pebble Gray;Bronze; Evergreen;Cashmere;Ebony. B. Interior: Treated bare wood;White interior factory finish. 2.7 HARDWARE A. Balance System: Coil spring block and tackle with nylon cord and glass filled nylon shoe and steel locking clutch. B. Lock: High pressure zinc die-cast cam lock and keeper. Finish: Phosphate coated and electrostatically painted. 1. Color: Almond Frost;White. Optional Colors:Bright Brass,Satin Nickel,and Oil Rubbed Bronze. C. Tilt latches: Spring loaded latches for release of sash located at checkrail. 1. Color: Almond Frost;White. Optional Colors:Bright Brass,Satin Nickel,and Oil Rubbed Bronze. 2.8 WEATHER STRIP A. Weather strip is beige in color. Robust fabric covered foam weather strip is used to seal the double hung jambs.Jamb carrier contains a secondary flexible hollow bulb. Blind stop seal between the header and upper sash.Check rail weather strip is a hollow bulb.A foam filled weather strip is attached to bottom of sash,interfaces between sill and jamb weather strip.A three dimensional TPE gasket is used between the jamb and sill. 2.9 JAMB EXTENSION A. Furnish jamb extension 6-9/16(167 mm)factory installed or 6-13/16(160 mm);shipped loose. B. Finish: Bare wood;White interior factory finish. 2.10 HEAD/SEAT BOARD(for use with Integrity Bow and Bay assemblies) A. Factory installed head board,seat board for wall thickness indicated or required. B. Finish: Match interior finish. 2.11 INSECT SCREENS A. Factory installed full screen. Screen mesh, 18 by 16: Charcoal fiberglass(non-corrosive). B. Aluminum frame finish: White, Pebble; Bronze, Evergreen, or Cashmere; Ebony. 2.12 REMOVABLE GRILLES A. 3/4 X 15/32 inch(19 mm X 12 mm)pine. 1. Pattern: Rectangular. 2. Finish: Clear pine;White interior factory finish. 2.13 GRILLES-BETWEEN-THE-GLASS (GBG) A. Manufactured from aluminum in an 11/16"(17mm)wide contoured profile placed between the two panes of glass. Available in rectangular and prairie lite cut patterns. Prairie lite pattern—six lite for double hung and nine lite for picture. Size limitations may apply to prairie lite cut availability. 08 54 14-5 Ultrex®Clad Wood Double Hung Window—2009 Doc.67365 Rev.8/27/2012 B. Colors:White(white interior and exterior); pebble(white interior and pebble exterior);bronze (white interior bronze exterior); evergreen(white interior evergreen exterior);cashmere(white interior cashmere exterior); Ebony(white interior ebony exterior). C. Not available for impact glazed windows. 2.14 SIMULATED DIVIDED LITES(SDL) A. 7/8"(22 mm)wide. Optional internal spacer bar. 1. Exterior muntins: Extruded Ultrex. Available in rectangular and prairie lite cut patterns. Prairie lite pattern—six or nine lite for top sash,bottom sash or both. Size limitations may apply to prairie lite cut availability. a. Color: Stone White; Pebble Gray;Bronze; Evergreen;Cashmere;Ebony. 2. Interior muntins:Clear pine;White interior factory finish. B. 2 11/32"(60mm)—Simulated check rail—Optional internal spacer bar. —PICTURE UNIT ONLY 1. Exterior muntins: Extruded Ultrex. Patterns available:check rail,check rail prairie,cottage,or cottage prairie.Size limitations may apply to prairie lite cut availability. a. Color:Stone White;Pebble Gray;Bronze;Evergreen;Cashmere;Ebony. 2. Interior muntins:Clear pine;White interior factory finish. 2.15 ACCESSORIES AND TRIM A. Exterior Casing: 1. Non-integral to the unit.Fastened to the exterior wall with barb and kerf. 2. 2"Brick Mould available as a full surround or with Sill Nosing. 3. 3'/z"Flat Casing available as full surround or with sill nosing.Also available with 1"Ranch style sill and header overhang. 4. Color:Stone White, Pebble Gray,Bronze, Evergreen,cashmere,Ebony. B. Installation Accessories: 1. Factory installed vinyl nailing fin/drip cap at head,sill and side jambs. 2. Installation brackets: Brackets for 4-9/16 inch(116 mm);6-9/16 inch(167 mm)jambs. 3. Mullion kit: Standard mullion kit for field assembly of related units available in horizontal,vertical,round top over double hung and 2-wide and/or 2-high configurations. Kit includes: Instructions,aluminum pins,filler blocks,wood mullion tie,sealant foam tape, interior mullion trim,mull tee,related screws and nailing fin connectors. 4. Structural mullion kit: Structural mullion kit for field assembly of related units available in horizontal,vertical, round top over double hung and 2-wide and/or 2-high configurations.Kit includes:Instructions,reinforcement member,aluminum pins,filler blocks,wood mullion tie,sealant foam tape,interior mullion trim,mull tee,related screws, nailing fin connectors and structural brackets. 5. Installation clips standard with nailing fin on impact glazed windows. PART 3 EXECUTION 3.1 EXAMINATION A. Verification of Conditions: Before Installation,verify openings are plumb,square, and of proper dimension as required in Section 01 71 00. Report frame defects or unsuitable conditions to the General Contractor before proceeding. B. Acceptance of Conditions: Beginning of installation confirms acceptance of existing conditions. 08 54 14-6 Ultrex0 Clad Wood Double Hung Window—2009 Doc.67365 Rev.8/27/2012 3.2 INSTALLATION A. Comply with Section 01 73 00. B. Assemble and install window unit according to manufacturer's instructions and reviewed shop drawings. C. Install sealant and related backing materials at perimeter of unit or assembly in accordance with Section 07 92 00 Joint Sealants. Do not use expansive foam sealant. D. Install accessory items as required. E. Use finish nails to apply wood trim and moldings. 3.3 CLEANING A. Remove visible labels and adhesive residue according to manufacturer's instructions. B. Leave windows and glass in a clean condition. Final cleaning as required in Section 01 74 00. 3.4 PROTECTING INSTALLED CONSTRUCTION A. Comply with Section 01 76 00. B. Protect windows from damage by chemicals,solvents,paint,or other construction operations that may cause damage. END OF SECTION 08 54 14-7 Ultrex®Clad Wood Double Hung Window—2009 Doc.67365 Rev.8/27/2012 11/2/12 Sliding French 1-,-tor-Integrity IMPACT Fiberglass Doors-integrity Wind . 4Integrity W1,10., Ira 3,7c, Home Doors P SAilif.;l't •-•- ■ - - '_■ (ii\FREE Sliding French Dool E: r-oj E.,-;:-..y i-.)i-,:97:;-v.:,.-::..re; ,-,r.:7..., -I ‘.i5-;:-:: ,,,-;t1. --li.-i' l-,7 i •f-v-t.,;,. ,:1;,....: - .• , , - Ai:. il--' F,1,:t--, ,- ty,-. i‘i-t--;.; 1 . , .■,;:,--.• _ ,Ftl,,,e,_ .i2 i:r •.v,,EC c. •.r; I ' . ..A.:-..t.C-'...-,:.' .: •il-_.',..': .'-').---:: , .2.:I.;€: ..:., 1 F-='r.,_);; ',,I,.C1.-, '::",-. ,'k: ,',, .1.-:. •.■.i.- .:':. ...r-'-..)C. -,.... :1-`.3 1:...' ... -!-1 : . . .1..?:':'i M.,i:---.',IE '-,r .;•:--:t iir;-: ji corE-,s;.-. '11.-.:,: 'i'Csi2"1:',,Sir, .SC' '7; :.:;:_:--ir -1:IE■, ,,,.);,.1 :.-;,e; --_-c .:,.. 'mpaet2cne 3 rated Terlip-erei,larn;nated. penorranse ins Ui-i■.Eii 9i3S 1 IIIIEV du-able:llitrex Attitlabie PyD e•ett - ext-tic;-rich oine inte,ior stairttese st,:el coastal d When choosing a window that When be the focal point of their home, It was an easy decision. Integrity windows are probably the best quality/value window in the industry. 1•11•1"7- ... _., . . ! L • 1 . 4 : . .$. . .. • . ' ! 1:"'Iti*4''''.-li:'*"'Alqt..:''a: '''.•:.' Go to Gallery for all products > I Nww.integritywindows.com/Fiberglass-Doors/Sliding-French-IMPACT/ 1/1 CHAPTER 14 INTEGRITY ALL ULTREX SLIDING PATIO DOOR (IFSPD) Unit Features 14.2 NFRC Values 14.3 Minimum and Maximum Guidelines/ Egress, Lite, Vent Measurements 14.4 Sizing Guidelines/Measurement Conversions 14.5 Elevations 14.6 Section Details -3 3/8"Jamb 14.7 Section Details -4 9/16" Jamb 14.8 Section Details- 6 9/16"Jamb 14.9 Section Details -Transoms and Mullions 14.10 Divided Lite Options 14.11 Installation Suggestions 14.12 ATTENTION: • Specifications and technical data are subject to change without notice. • Allow 1/16" (1.59 mm) tolerance on all measurements. • For answers to technical questions about Integrity products you may call our Integrity Support Line: 1-800-587-2712. ® Website: www.integritywindows.com 2012-04-30 14.1 Integrity Architectural Detail Manual 11708532 • integrity ALL ULTREX SLIDING PATIO DOOR tnaavut oars UNIT FEATURES FRAME: The frame is made of Ultrex,an advanced fiberglass reinforced pultrusion material that is exceptionally resistant to thermal conductance both exterior and interior.Ultrex patented coating system meets all the requirements of AAMA 623-10.Exterior coating shall meet AAMA 623-10 and 00022716 in stone white,pebble gray,bronze,evergreen,cashmere or ebony.Interior color coatings shall meet 00022716 in stone white.The sill is composed of Ultrex,beige in color,and meets AAMA623-10 and 00022716.Standard jamb depth is 3 3/8" (86),frame depth 4 15/32"(114). PANEL: The panel is 1 1/4"(29)thick with an Ultrex interior and exterior.Both the stile and rail share a common one-piece Ultrex profile that gives structure to the panel,which utilizes injection molded corner keys.Overall stiles and rails are 2 1/8"(54).Available in stone white,pebble gray,bronze,evergreen, cashmere or ebony exterior.Interior coating is stone white. JAMB EXTENSION: 4 9/16"(116)and 6 9/16"(167)jamb extension available,factory applied or in lineal lengths for field application. HARDWARE: Standard Handle:Single point non-keyed zinc substrate handle lock available in Almond Frost.Also available zinc substrate White,or brass substrate Bright Brass,Oil Rubbed Bronze,and Satin Nickel.Provides an interior thumb lever to engage the locking and unlocking of the operating panel.Keyed option is available.Handle is 7 5/8"tall,2 21/32"wide by 1 13/16"deep. Optional Handle Set:Single point non keyed zinc substrate handle lock available in White,Almond Frost,and Bronze.Provides an interior thumb lever to engage the locking and unlocking of the operating panel.Keyed option is available.Handle is 7 3/8"tall,29/32"wide by 1 11/32"deep. INSTALLATION: Factory applied folding nailing fin is standard.Installation brackets for masonry application are available in lieu of folding nailing fin,if specified on the order. WEATHER STRIP: Beige colored PVC standard.All units are constructed with weather strip at all panel perimeter joints.Jambs and head jambs utilize a leaf-type weather strip.Bottom rail utilizes a rigid with pile against the sill.Interlock uses a full length individual pile weather strip. SCREEN: Top hung extruded aluminum screens to match exterior Ultrex color.Single operating panel only.Includes all mounting and latching hardware. GLAZING: All units manufactured with 3/4" (19)insulating glass Lo E2-272®,LoE3-366®OR LoE-180'" including argon gas fill.Tempered obscure is available as an option.All glass is of a select quality complying with ASTM C 1036.Insulating glass is manufactured and tested to pass level ASTM E 2190 and is IGCC certified.The glazing seal is a silicone bedding on both interior and exterior surfaces utilized in a sandwich style sash.STC/OITC values are available for 3.1/3.1 standard glass.Optional 3.1/4.7 STC/OITC Upgrade glass is available.STC and OITC ratings are tested in accordance with ASTM E 90-09.See the Product Performance chapter for values. GRILLES-BETWEEN-THE-GLASS (GBG): 11/16"(17)contoured aluminum bar placed between two panes of glass.Pattern:standard rectangular pattern,or 9-lite prairie cut per panel or 6-lite prairie cut on transom. Exterior color determined by frame color;white interior. ACCESSORIES: Field applied j-channel,a 1"(25)or a 3"(76)frame expander.Factory applied sheet rock return for 1/2"(13)or 5/8"(16)drywall,or a 3/4"(19)receiver. General:mull kits are available for field assembly.Kits include instructions,mull covers,mull plugs and brackets. EXTERIOR CASING: Non-integralto the unit.Fastened to the exterior wall with barb and kerf 2"(51)brick mould available as a header and jamb surround.3 1/2"(89)flat casing available as a header and jamb surround.Also available with 1"(25)ranch style header overhang. 2012-08-27 14 2 Integrity Architectural Detail Manual 11708532 Integrity ALL ULTREX SLIDING PATIO DOOR MARVl4 This page intentionally left blank. NFRC Values are now located on www.integritywindows.com. 2012-04-30 14.3 Integrity Architectural Detail Manual 11708532 Integrity ALL ULTREX SL[DING PATIO DOOR MAMYIN MINIMUM AND MAXIMUM GUIDELINES/ EGRESS, LITE, AND VENT MEASUREMENTS Minimum and Maximum Guidelines -All Ultrex Sliding Patio Door Min Unit Size Max Unit Size Unit Type CN in mm x in mm CN in mm x in mm IFSPD 5068 59 1/2" (1511) x 79 1/2" (2019) 9080 107 1/2" (2731) x 95 1/2" (2426) IFSPDG 5010 51/2" (1511) x 111/2" (292) 9016 107 1/2" (2731) x 17 1/2" (445) INTEGRITY ALL ULTREX SLIDING PATIO DOOR EGRESS, LITE, AND VENT MEASUREMENTS 1 Daylight Daylight j Opening 1 Opening 1 Daylight Egress Clear Egress Clear Egress Clear Width Per Height Per Opening Per Vent Opening Opening Opening Opening CALL# Panel(in) ! Panel(in) Unit(Sq.ft) 1 (Sq.ft) Width(in) _Height(in) (Sq.ft) SLIDING PATIO DOOR 5068 25 I 72 1/2 25 5/32 12 19/32 24 1/16 i 75 9/32 12 19/32 50610 25 74 1/2 25 7/8 12 29/32 24 1/16 77 9/32 12 29/32 5080 25 881/2 3023/32 151/4 241/16 919/32 151/4 51068 30 1/4 72 1/2 1 30 7/16 15 5/16 29 5/16 75 9/32 15 5/16 6068 31 72 1/2 1 31 7/32 j 15 23/32 30 1/16 75 9/32 15 23/32 6068* 31 72 1/2 31 7/32 16 13/16 32 5/32 75 9/32 16 13/16 60610 31 741/2 321/16 161/8 301/16 779/32 ! 161/8 60610* 31 74 1/2 32 1/16 17 1/4 32 5/32 77 9/32 17 1/4 6080 31 88 1/2 38 3/32 19 1/16 30 1/16 91 9/32 19 1/16 6080* 31 88 1/2 I 38 3/32 20 3/8 32 5/32 15 23 32 30 1/16 91 9/32 20 3/8 1 16 75 9/32 15 23/32 9068 31 721/2 4613/16 / ' II I 90610 31 74 1/2 48 3/32 16 1/8 30 1/16 77 9/32 16 1/8 9080 31 881/2 571/8 l 191/16 ) 301J16 — 919/32 191/16 *Egress,Lite,and Vent Measurements for 60 wide units with optional 32"NCO handle set. EGRESS MEASUREMENTS iiii 4 _i Clear Height at Clear Code restrictions may vary depending on g D your local building codes. Head Jamb Width f� For additional information contact your I - local code department for IBC and IRC requirements. I IN • a�MI XO Sliding Patio Door Clear Height at Sill Not to Scale 1 2012-08-27 14.4 Integrity Architectural Detail Manual 11708532 Integrity ALL ULTREX SLIDING PAT.° DOOR MAP YI.t SIZING GUIDELINES Multiple assemblies can be factory mulled: up to 1 unit wide by 2 units high FACTORY MULLED MAXIMUM ROUGH OPENING not to exceed 72" X 100 1/2" NOTE: FIELD MULLING BEYOND 110"x 112" IS NOT RECOMMENDED. ROUGH OPENING TABLE FOR ASSEMBLIES WIDTH: ADD all unit Rough Opening widths =Total Assembly Rough Opening width. HEIGHT: ADD all unit Rough Opening heights =Total Assembly Rough Opening height. MEASUREMENT CONVERSIONS j PATIO DOOR WIDTH HEIGHT i Rough Opening to Im erial Metric Imperial Metric ry Opening P 1 Masonry O enin 0 -1/4" T -6mm OM of Frame - 1/2" I - 13 mm -1/2" I - 13 mm OM of Panel(2 wide —- - ( ) (-2)-19/32" -� (+2)- 15 mm I -3 3/32" - - -79 mm II r /3 1 - OM of Panel(3 wide) (+3)-15 mm � 3 3/32' I -79 mm � Opening( ( ) ) (y 2) 59/32 3 Daylight 2 wide (. 2)- 127 mm 7 1/2 - 191 mm Daylight Opening(3 wide) (+3)-5" (..3)-127 mm -7 1/2" - 191 mm OM of Glass(2 wide) (+2)-3 3/4" (+2)-95 mm -6 1/4" r -159 mm -3 5m (3 - 159mm (+3)-9 m -61/4" OM of Glass 3 wide) ( 2)- /4 ' OM of Screen(2 wide) (: 2)- 13/16" (+2)-21 mm -2 1/4" J -57 mm 3 wide OM of Screen ( ) (+3)-13/16„ (+3)-21 mm -2 1/4" 57 mm TRANSOM — ; Masonry Opening - 1 0 -1/4" _6 m OM of Frame -1/2" - 13 mm 1/2" 1 - 13 mm Daylight Opening -3 15/16" - 100 mm -3 15/16" - 100 mm OM of Glass -23/4" -70mm -23/4" -70 mm 2008-03 14.5 Integrity Architectural Detail Manual 11708532 1 Integrity ALL ULTREX SLIDING PATIO DOOR MARVIN ELEVATIONS 2 AND 3 PANEL DOORS /TRANSOMS Not To Scale Mas Opg. 5-0 (1524) 5-101/2 (1791) 6-0 (1829) Rgh.Opg. 5-0 (1524) 5-10 1/2 (1791) 6-0 (1829) Frame Size 4-11 1/2 (1511) 5-10 (1778) 5-11 1/2 (1816) STANDARD TRANSOMS r-- Mas Opg. 5-0 (1524) 5-101/2 (1791) 0 CO 0 I Rgh.Opg 5-0 (1524) 5-1 D 112 (1791) NNN ° ° ° Frame Size 4-11 1/2 (1511) 5-10 (1778) ? N 0iom NP'�JN _ I I II �� I �- C N IFSPD 5068 XO IFSPD 51068 XO IFSPD 6068 XO r- IFSPDDG 5010 IFSPDDG 51010 if)....�or d�...It, NNN or N I O Z-' I N CO^ IFSPDDG 5016 IFSPDDG 51016 io CO ID i Mas.Opg 6-0 (1829) 9-0 (2743) I Rgh.Opg. 6-0 (1829) 9-0 (2743) ' Frame Si a 5-11 1/2 (1816) 8-111/2 (2731) IFSPD 50610 XO IFSPD 60610 XO m N N mom -__ I NCIN or N -07E0--0 i:.• (-0-•• IFSPDDG 6010 IFSPDDG 9010 vav ^� N N N 1° N _ ^ � I I NNV Q N - P..CO r IFSPDDG 6016 IFSPDDG 9016 IFSPD 5080 XO IFSPD 6080 XO a ElN NOTE: GBG lite cut is not equal,to align with Patio Door. Mas Opg 9-0 (2743) 9-0 (2743) 0 0 a, Rgh.Opg. 9-0 (2743) 9-0 (2743) m Equal lies are available. Frame Size 8-111/2 (2731) 8-111/2 (2731) gaLL Transoms with GBG lites may be manufactured to align with pattern below in door.Lite cut of GBG will only align with lite cut of door it is intended for. 000 b rmn ° OPERATION N N N NNN vN II N / 2 P2 Panel Units• (D IL(l7 I fD t0(D . ` IFSPD 9068 XOO • IFSPD 90610 XOO { I XO OX 3 Panel Units I CO CO N 1. NNN 1 or - � ---.. I d - i' N l'. CO m OOX XOO OXO Left OXO Right S ON O=Stationary Panel II X=Operating Panel IFSPD 9080 XOO All units viewed from exterior. ai a n7l NOTE:. 0 0 a) One lite is standard.Imperial and metric dimensions are shown metric o ia dimensions are in millimeters. EL 2012-04-30 14.6 Integrity Architectural Detail Manual 11708532 ! C O [•L. c ALL ULTREX SLIDING PATIO DOOR SECTION DETAILS — 3 3/8" Jambs Not to Scale 2 PANEL XO OPERATOR JAMB DETAIL 4 15/32" (113) 3 3/8" (86) _ Frame Size 1 1/2" L 1(31/82; HEAD r' ., o (38) I JAMB 71. _�JI 3(83/58; O CI - '' it ■ I � ■� —1 —� 3 3/8" 4 75/32" (86) �',� B_ __(113) L r■_ _■� ,,, --1 %NB LLN +n O ' �� F V--11/2" I!I I!1 } (38) 213/16"� 13/32" 3 5/B" (71) (87) _ JAMB SILL �� (5/8 121/32" .r. Ei a (42) j f 3 PANEL OXO OPERATOR JAMB DETAIL Frame Size 1 1/2" --- (38) 1 ( I ni 3 3/8" �■ ■�4 15,32„ 66 J Iir- -'•r r' —■� � ■- -■� (113) '7,fl m I�f 1 1/2" (38) 2 13/16" _ 4 29/32" 3 13/32" t (71) y (125) "-- (87) 3 PANEL XOO OPERATOR JAMB DETAIL Frame _ Size 1 1/2" (38) 1 O rial O 3 3/8" Kw-� - 4 15/32" iU a r._ �.Z 1�' r.— —.� (113) T. 1 1/2" (38) 2 13/16" 5" 3 13/32"y (71) (127) (B7) 2009-01 14.7 Integrity Architectural Detail Manual 11708532 ALL ULTREX SLUNG PAT D DOOR SECTION DETAILS — 4 9/16" Jambs Not to Scale 2 PANEL XO OPERATOR JAMB DETAIL 521/32" (143) 4 9/16" Frame (116) Size 11—E 17 1 112" � I (38) HEAD (B5) O I (11 s) i 5 21/32" �� II I (143) Em r■M �■� ._., !I' I LL _ . In, I■I + I ^ 1 1/2" (38) 213/1 3 (87) I 3 5/6" JAMB (71) (s7) SILL (1192) ,* al ,(1/)2" �i� 42 3 PANEL OXO OPERATOR JAMB DETAIL Frame Size y 1 1/2"f (38) Ili , 'n J 4 9/1) (■� �■� 5 21/32" (116) `� ' (143) - IIiIII[ ]W w, , . o 1_ 11 11/2" (38) 2 13/16" _ 4 29/32" _ 3 13/32" (71) (125) (87) 3 PANEL XOO OPERATOR JAMB DETAIL Frame Size 1 1/2" y (38) i •i t--Q 4 9/16" r■_ -.l (116) I { i 5 21/32" ■ _ 1-i (143) ir-A-m..- ..- -;__FA' i[Li w... m.---m_ ..77 I . , I D 1 1/2" (38) _ 2 13/16" __ 5" 3 13/32" (71) (127) ---- .2 ■ (B7) 2011-08-29 14.8 Integrity Architectural Detail Manual 11708532 Integrity ALL ULTREX SLIMING PAM DOOR MARVIN .. CO:. any "oor, SECTION DETAILS - 6 9/16" Jambs Not to Scale 2 PANEL XO OPERATOR JAMB DETAIL 7 21/32" _ (194) 6 9/16" _ Frame Size (167) 1 1/2" `� 1 1/2" (38) U (38) HEAD I; i 33/8" JAMB jr, } (65) 1 ; ; 69/16" 10 r II " II II " (167) -■N 721/32(194) 111FTIM __ iij IL., 1�r._ -,� a .. 3 5/8" �J� ` J 1 1/2.. U (92) (38) SILL * n a� 1 (42)2 JAMB 2 13/16" 313/32" f 3 PANEL OXO OPERATOR JAMB DETAIL Frame Size 1 1/2" (38) I 4 6(967)" �( ) M I 7 21/32" ■- _- 4� (1 94) lijirTITIWI jrT,- - 1 u` 1," I fa*" Lei 1/2" (38) 2 13/16" _ 4 29/32" 3 13/32" .t (71) (125) ---_ (87) I 3 PANEL XOO OPERATOR JAMB DETAIL Frame Size 1 1/2" (38) 6 9/16" (167) _I / JIM 1 721/32" r.M -.� (194) .. Itt Li jig �■� ��_ T.— �■[ �±�_ .1�1 IJ �f 1 1/2" ■ 213/16" (38) �' � _3 1(83/73)2"H(71) 1" (127) -7 (87) 2011-08-29 14.9 Integrity Architectural Detail Manual 11708532 Integrity ALL ULTREX SLIDING PAM) DOOR MARVM SECTION DETAILS - DIRECT GLAZE TRANSOM AND MULLIONS 4 9/16t1 Jambs 521/32" 1 23/32" 1 23/32" (143) (44) (44) 4 9/16" 5/8" 1 1/32" 1 1(32" 1 1/32" (116) •� � (16) (26) � (28) (26) (\---�I 5/8" 5/8" 1 23/32" l 1 i 1(3J,2" 16) f (16) • 44 HEAD II - JAMB 01 111 I i 4 9/16" • E e' c J (116) 5 21/32" ti in to (143) O JAMB ^� may__ 1 23(32" I 1 1 23/32" (44) (44) SILL y 1 23/32" ! Daylight 1 23/32° } 5/8" (44) Opening (44) (16) 1 1/32" Frame (26) Size 6 9/16"Jambs 1 23!32" 1 23/32" 5/8" —r (3/3 �— - (3/3 7 21132" (16) 1 1/32" 1 1/32" • (194) 11/32" (26) — - 1/3 (26) 5/8" 6 9/16" 5/8" (167) 1 1 (16)__..- ``_ (16) 1 HEAD 123/32" n�� 123/32" JAMB (A4) 1711 � (41a) I I l 6 9/16"Er (167) 721/32" a m rn E' (194) N a N .2 iy� N 0. O + JAMB _� L _4 � i 1 23/32" 1 23/32" (44) - .__ (44) SILL r- `� i 1 Daylight 123/32" 5/8"J (44) Opening (44) (16) 11/32" _ Frame (26) Size 1(47}„ 1*l�l 213/16" MULLIONS 5(14/2)" Lill!IIIII (71) r111 J DIRECT GLAZE TRANSOM OVER PATIO DOOR 14.10 Integrity Architectural Detail Manual 2011-08-29 11708532 I Integrity ALL ULTREX SLIDING PATIO DOOR • MA1V1H AVAILABLE DIVIDED LITE PATTERNS Rectangular Prairie Call# — 7 Standard GBG Optional GBG GBG SLIDING PATIO DOOR per panel 5068 3W5H 2W5H 3W3H 50610 3W5H 2W5H 3W3H 5080 3W6H 2W6H 3W3H 51068 3W5H 2W5H 3W3H 6068 3W5H I 1 2W5H 3W3H 60610 3W5H 2W5H 3W3H 6080 3W6H 2W6H 3W3H 9068 1 3W5H 2W5H 3W3H 90610 3W5H 1 3W5H 3W3H 9080 3W6H 2W6H 3W3H DIVIDED LITE OPTIONS (Available in grilles-between-the-glass only) 11/16" —.-- f (17) I ALUMINUM GRILLE BETWEEN GLASS 2 Panel Door 2 Panel Door Showing Prairie Cut 4"(102) DLO Frame Size 11(1/716)" 11/16" 4"(102) ❑ ` i- HH (17) DLO ❑ -f-11/16" 11/16" 3 3/8" -y. (1 7) (17) 4"(1 02) (86) —' DLO 1(17)„ 4�DL0) — r11/16" c ' 1 (17) a 1 I O 11/16"EN \ I,h 1 [ (17) sin II) 1—n11/16" (1 7) 3 5/8" NOTE: *Optional 9 lite per panel Prairie cut. 2011-08-29 1 4.11 Integrity Architectural Detail Manual 11708532 \' ALL ULTREX SLIDING PATIO DOOR INSTALLATION SUGGESTION Scale 3"=1'0" 10/23; eAta iieii�ltiWili HEAD JAMB L�IJ11 11, 1114 SILL a Rough Opening 1/4,. 1/4„ (6) Frame Size (6) Ai JAMB >.T( ) ___As 0 . :t1. • F:=„171 J [ r STUCCO WITH 2X4 FRAME CONSTRUCTION NOTE: The above wall sections represent typical wall conditions,these details are not intended as installation instructions. Please refer to the installation instructions provided with the purchased units. 2008-03 14.12 Integrity Architectural Detail Manual 11708532 Integrity ALL ULTREX SLIDING PATIO DOOR MA%VIN INSTALLATION SUGGESTION Scale 3"=1'0"FAME 1/2" (13) Rj'MKt.iili"i!iriii'?M�NJ HEAD .,I JAMB O I T . CC !II -- MN SILL ■ i A ough Openin 1/4 Frame Siz 1�4 (6) (6) 01110.2 MONO , lialliM1111111# piiiiiiii iii ,- JAMB 0 ��! :: AVA1itn _ I_ ' -i,__n Pd.:ii WOOD SIDING WITH 2X6 FRAME CONSTRUCTION NOTE: The above wall sections represent typical wall conditions,these details are not intended as installation instructions. Please refer to the installation instructions provided with the purchased units. Integrity Architectural Detail Manual 2011-08-29 14.13 11708532 I Integrity ALL ULTREX &JONG PATIO DOOR . MANIA INSTALLATION SUGGESTION scale 3"=1'0" 7 t(6) IRANI_ , (13) 4S1 fi HEAD JAMB ij TTl�I i O lu!1 4 1 f. a It i . a O m O ' ' E t o m m � o 1114 a SILL v • a o a nough Openin 1/4" Frame Siz 1J4" (6) (6) =■ 11011111111 Tr It ) J o1€ii■IAA 1 _ _ , 1 iii T AL A__Ailill - Wrint31111-4- , JAMB V*1(ji 'r- � , 1/4" 1/4"g ±...__,..t (6) --� �- (6) -Masonry Openin BRICK VENEER WITH STEEL FRAME CONSTRUCTION NOTE: The above wall sections represent typical wall conditions,these details are not intended as installation instructions. Please refer to the installation instructions provided with the purchased units. 2011-08-29 14.14 Integrity Architectural Detail Manual 11708532 Cit p Tybee Island • Planning & Zonij Dept. Moak Inspection Report iii ai 403 Butler Ave. • P.O. Box 2749 • Tybee Island, €NTFR NATIO GA 31328 �F`■■NfiC /;� Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. //- /II, 73 Date Requested /0.1/ 1/ 2- Owner's Name C.,241 e) f-Ai—rf=k, Date Needed /0 1)6/f 2_ Gen. Contractor Subcontractor Contact Information 1-1E / 011_ `I 4“--d,g6 Project Address -7 1/ ( - 'i"" Scope of Work ( %ii:- Inspector 774 Date of Inspection /dz7/.'z,. miliv -- i Inspection p ..' 1j4.A.-_ Pass ppm F. it 11 Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee IN Result Report P 1 10/16/2012 10:14 Serial No. CM35228060004 TC: 360285 Destination Start Time Time Prints Result Note 18888514411 gg10-16 10:13 00:00:47 001/001 OK gg Note BND: Double-40 SP: SpecialSorigginal. FCODE: F-code, RTX: Re-TX, RLY: Relay MBX: Confidential. BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address Fax. I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOVR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR GEORGIA POWER PHONE: 1-888-748-6843, Press 1, Extension 32855 or 32856 FAX: 1-888-851-4411 Location Address: " 47 7.- --14Z.1/ � ; �. �L� Release Coate: rol./v./Z Type of Release: _Temporary ✓ Permanent Permit# 1.1-0!073 Electrician: Phone# 23$ Owner/Builder: -tea }s,�f� Phone U ?5 /J7 !j Location Address: Release Coate: Type of Release: Temporary _ Permanent Permit # Electrician: Phone# Owner/Builder: Phone # a,r'--- litIll City of Tybee Island • Planning & Zoning Dept. am& -r , 1 L:\ v7 Inspection Report ti Salk „, 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 , INTFRN7INAL Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER I i Permit No. / I - 4=1 7; Date Requested I (/ Owner's Name LltiL7_, r--:-43- - . Date Needed i,1 -1//1-, Gen. Contractor Subcontractor Contact Information ,(-------riz-r--z-(, 1---i-F, I-,-1 -,--_,zi_i - %.,g g 1 Project Address 1--,--7- __, ..„..... Scope of Work --.11-:(---, ttiL Inspector --) I 4 Date of Inspection 1 f 7/ ;- Inspection ri7i li . Pass El Fail 0 Fee (” 4 - 'I)Liii•l7- I \--,t) Inspection I N6!..)/(4-470,,3 - Pass a \. ID Fee - Inspection Pass El Fail 0 Fee Inspection Pass 0 Fail 0 Fee Ck.i of Tybee Island • Planning & Zoning Dept. Inspection Report alislik I,/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 sinswa.ii {,,/ INTERMAL Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER i Permit No. / / 2/ 7 ? Date Requested i/, ,.__- /2 7/7, -/--. Owner's Name /4.--,/i/ ___, Date Needed Gen. Contractor Subcontractor Contact Information ,---C-:4.(, 4s47- &iv) Project Address 41-'7 I i-,-. . s-4-344...4 Scope of Work t---12'2 I jr1".341 P---'( 77:61(0476 ,:.-\ Inspector iig Date of Inspection iZi-z.„ Inspection ---if-Jr.6---1---A-0- 6/4 -512-7,?4}-1:214.47(.) - IZ Pass "'s*Pail 0 Fee r, Inspection Pass El Fail 0 Fee Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee r ■ 1 _ , t ) . '°,1•--- . Cc) City of Tybee Island • Planning & Zoning Dept. iliti7&.7 :' i Inspection Report sams* ■,- , P.Mrma 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ,,,,,,,, INTERNATIONAI Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL: id-040'75 MEMBER Permit No. ilo -d--311" Date Requested Owner's Name 4/- triLY Date Needed Gen. Contractor Subcontractor Contact Information ic,/-6 khrri 1, y ,f f , 7 ,-)7 I 0 Project Address 7 , Scope of Work Inspector '2/ 17 Date of Inspection Inspection ,.. ---1e04: 1 .- Pass 0 Fail ID \-_--, (121-ir ° 'Fli--71(--4 Ax.; PI-1-2-E,a , - - 1 oi Ai/2.., ‹, "fl-k.ws — i --1-3 ..:--r.ltz; /0 z-) Inspection Pass 0 Fail El Fee Inspection Pass El Fail El Fee Inspection Pass 0 Fail 0 Fee 7 4 -4)10 1V-3 ----7 '. City .if Tybee Island • Planning & Zoning Dept. c., ,\ 1 ,....., , Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 mosm.ka IN f ERN7170NAL Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER l Permit No. //- -6 / Date Requested i___,4 Owner's Name f if-,--/ -72,- Date Needed Gen. Contractor Subcontractor Contact Information Project Address ---4-i- / tr:Alli--- 1/4._\--/-'1-1 ---......-774-. Scope of Work L-.--...4-- ----". lZ-r--4 1-/0-i ,I Inspector ',2 i(-1-1 Date of Inspection Inspection ,V I --17_ - I Pass Ei Fail 0 Fee ;44,die? Jr fryili,>9 Inspection Pass El Fail El Fee 1 #, ,, Inspection , Pass D Fail 0 Fee Inspection 1-71,Yi — Pass 0 Fail Ei Fee / , / , ; Vt ,,)l- '' /`----^ ' ' - , 0 ) 1-11 • t I /;1 )Pi t!..... --- .)• / ,,-,,Lq:,--- :7/A 2 • : / sii--, r■rPT' Ai. ,..,,, lt1, City of Tybee Island • Planning & Zoning Dept. hafrv.,f,,s A-.i.,. ''',\ It mt..---. Inspection Report I ISINERsm.,:=, J/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 NIERNATIo%[ ,4%/ Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER / ' Permit No. I 1 . 0(:,1 '... Date Requested /7/-2.! i.::,/ '1.- Owner's Name )---k- ( , i t k .1 Date Needed Gen. Contractor Subcontractor ,-- . Contact Information .7 :. -t,.-- •„.-- ---.;;;,,1 ) - (dHel, 17 Project Address — `(' ._,:t .' , ---- .,_Y-,. ,---', .1 - ."..--, ja_.---i-:- Scope of Work ,I,..... ,_.-..::: 1.--f-:,11,:. / - -1 Inspector --7 i Date of Inspection •,___. Inspection n ` ,, ,. .,,, ! Pass - Fail El Fee $ v,01P dkr° )-'-t.-,.. 11411,iiii--27a A,:7_i:::fil. 3-7_cz, le:7:- ,ii a,,,-,,:.Tz- i ..-D ,-)//it: ,„ ' Inspection e:-- 0„ft--- ( - Pass 0 Fail in- Fee 1 I . , 1.41 il-::::;---or.:.‹.--ii-.‘, /1...t 1 . tk.; .,-.,,,,,,.q,,,- ,_ , i ' ; -'----1 "i'f ;) - ,, ),-,.) ) z (L.717,f_)p-.)..., 1.7Z,C;L i 17) Fe_ if 4-A,-----t- i)04.1 1L )-.:2-7,7 .,.2;/:I,--,---/ 1 ' '--- )-4-,- -'• 4......r, , - 77-...,..} ....),- ,---, I '''''s Inspection Pass Fail [ZI Fee 1 ---, I---i .,.-- tI ....._, _ ......... , '-- t.)4 ra_i 1 ' \ ,) , I' '''' Inspection `-`:-' ,-------. I Pass ri Fail El Fee j .. ._ :,:qz:: x- - ±- 1_•; ) i •/ 77-2,,)-4-2:---6.-1741--1 i,,,,,,,)s A 3- di .-, ,)._:... 2 1 -c , C 1 , C _..-- :, ... .,g4,E.„,., ,ir.--1, -.,„ „,, c , -0' 4 3",-,"- 0 , ..,--- , ,.:.• 1 r E ' 4,1„.„.,,,,,.p ,ov.p...,„, ,7A, , ICI kt''4".U' 41, 11' A , gr, ',4•,a. .4....P- 1 r. P ".,'0' ''*>.c.,,,?..0.4' .,e , Tk.: ..3 ''''' I ( ■ - , , ,, r-r -, —iv -, /' ,- , . , 'N ' r -). ../ 1.--,- , ..1 ,- -) (---•, ( I • . •‘• < _.1 y , " i « - ti 4 -, '‘ ,.4<" v : Date: i Project Name: 6),te) (-71-e inn ti General Contractor: Lot No. 1, , ( Address: "..' ' 7 t .5 Yree--)-- ) ..e - S At Ocl .71S4 c MO Spray Foam Specifications: Type roam Depth Installed Project/Sales Mgr.: 'F-do -'-f comm-rz- i Attic/Roof Deck t--b C_-—ap ,.n Phone No.: qrz_Lo?7_00 72._ 1 Notes: 3 t 4 Walls , ,Crawl Other(list) . 1 , NC:4 tvk(itio,/ 1 ,..h 912-721-2001 or 866-924-2001 • • wvvvvmenviroloarntech.com , •,,,, 61114 1 vvww.acynene.com lel E vie ,c._4Zu c (-■ ■ City of Tybee Island • Planning & Zoning Dept. Inspection Report ruzyzm,,k ,,,-, Eltriulail 11/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ',\;a / RTERtroNA! Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL' MEMBER r r , , Permit No. ,i , i ( Date Requested , Owner's Name , , , , Date Needed ,! I Gen. Contractor Subcontractor Contact Information , . Project Address Scope of Work Inspector --///'-i, Date of Inspection , -,, Inspection c .. I Pass E] Fail 0 Fee ...„,........„,_ ... 1_44.44,„1//::: (7..... "-V,'' / Inspection ' 1 is,/{7-- i - Pass El Fail it ze \ , ,..,,,/, --, /. ._ r- ,33 0, ,,..„).„.;,. -4`? 'Inspection I-7:- 1,-- I - Pass 0 Fail A i 1 6.)P-1--7,;_i tADI 2:6,—,2%. —/' LE- .'D . t p c))z \ ..."--'I ' . j -- Inspection ('- „,____,- ...-1 _ Pass Fail A D mi Fee , , ) _ - NM voz. ,041- -151-40 0 I ' . 3M)/31-01-24.5 VAZ17-7-7E --•-&--& -) 1.4 --- - 1." __— / I 04 C" , - ,-'177-:----- • ° l'i._-•-:.i-c. .---- t...... tiQ , . yam. - 4 per t> - .. t1 _ f , PI 6.4,1- 1.1.,s66...e ,OS 0Oa — t 0og0 0aaP.— _ °` MIMI MEM J—.1 -' ` ,r I = `' . , mi-4/. A w i w }- , k J r _1.i.7.3 E_,,, , ,. i 1_,-,57„..... ,1\\. sip-0 otA ...)., L J1 ) �, % 0Pa_...,,„, 1 , .,. 2...._... , . mmi..... \ \N'(\\E) . MR 'W•b. S-P1")6-ft./5" ._),. __ , . 41fa 14 s�4 /(6/172 '...'-' \ --‘ --'\\----) ,t t 4-1 D i 1___sue- f . --)_Th 4---1.,.!5;( - -- \ 111: 64) e-,--pri-en-teNt.5 (_C-C.<,- ei,, ,.... .... • _ . [ r„. .._,..... Dianne Otto From: Downer Davis [dkdbus @gmail.com] ret 5 L/7 T/7 Sent: Wednesday, April 04, 2012 1:27 PM .k To: Dianne Otto �rna•,tQ� + :s 4-0 �R:rc. Vzw. black toe rry.na Subject: West side Attachments: photo.JPG During a noon visit to a nearby site, this project came to my attention. There is no evidence of any BMP's to protect state waters from erosion. The slope between the house and the street creates a probability of erosion during a rainfall. There is already a signification amount of dirt in and covering poritons of the gutter. At a minimum some Shc-Hb (Hay or pine straw bales) should be placed in the gutter. The Applicant should also use timbers (2x4's, 2x6's, etc...) steppled in the gutter and against the curb for ramping rather than dirt. With the rainfall predicted, I'd like to reinspect this at the latest by tomorrow afternoon. 30% chance of rain today and 60%tomorrow, "especially in the afternoon" according to WTOC. This matter needs prompt and timely attention. Downer 6957262 Sent from my iPhone 1 • I - r+ �, .I 1•Awe s,R o - ..�. .. •- •_. - may. � .'., V. -- 11016 74 i 11111 I • 7\,t..nf,ilsi41i'i`! i JJ �' ` Iiiilll_1L 1111.11171 ' 4 ' I / --------/- 11114W,1 - i i � i11111H•l'11,1111',14�1''i 1 11111 � 1 1 1' 1 — . y 1I�i��I�I�I i��1�1�4 b���� s CITY OF TYBEE ISLAND BUILDING PERMIT ADDED SCOPE & VALUE DATE ISSUED: 03/21/2012 PERMIT#: 110673 WORK DESCRIPTION ADDITION/RENOVATION WORK LOCATION 7 ELEVENTH ST OWNER NAME CUB ENTERPRISES,LLC ADDRESS PO BOX 18303 CITY,ST,ZIP GARDEN CITY GA 31418 PHONE NUMBER CONTRACTOR NAME CUB ENTERPRISES,LLC ADDRESS PO BOX 18303 CITY STATE ZIP GARDEN CITY GA 31418 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 108 OCCUPANCY TYPE P TOTAL FEES CHARGED $846.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $99,644.00 ADDED $4,309 FOR FENCE TOTAL BALANCE DUE: $ 34.00 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: i� ALA I � P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org -1 .....,..a. --..c..._4.-24...d. 464 , t 1.4.. r.c\ s\ \) Crk _ .. . .. .00• . , , : e%1, 443 .<, . . r■ ...., Ar Cb ..- 11 fr.) ..... I ' .' .1.)? dOst , Ce) ,5 i- /13 ' 6'- rerste6-,P1-54-ey ,. x It in- --A-, ‘_; r%), • 0.)c t I 1 Lii).- 31-1-- tri-ce //14-eYk: pePL-4).\- • pls4rvcr-s i 0 a ,41-' • Com to--6-e-it 01.■S c._ 1 . i----ence° ■i 314 cr 1019:11 1 it , FE---1.ccik-t .' 1,t, I !‘ ' D''...e,ClAtS X 7b‘" — 30 's 94," TcV — 1 i -. - ...L..-1 Ii.J Li tLj Oy1. -6- 4 EN4 4:r. \-\el,,,e\N A 1 1 . *1)._ \\ `-• si-p-er■ , N. N - L-- ALL “,c1d12-- Alk3--itiat;,"e'.D.vs,le ' stel i k..1 - , 644 d5 , ,---r.'''.I. '!';.i ' , ,r,';cii''.4.:':`,..--;f1:::::'j-';,,- t It!'--4' ■;:i '6: t.'eL' kAN-NItkieY :,'' toiiitif - , r 18 BUILD-IT YOURSELINYL FENCING 3' `� Valla de vinilo para hacerlo usted lidi VERANDA 6x8 Linden Privacy 6"tongue and groove boards featuring 7" top and bottom rails Tablas de 6"alternantes con travesanos superior e inferior de 7"pulgadas j r.- t.f t 34 .47..4..4, , 1. ! } .- . Pre-Assembled ' Linden White WIND CODE APPROVED 6x8 Linden inden Privacy Additional assembly may be required to meet wind code.Please contact manufacturer. Pmbablemente requiera algo adicional para satisfacer el - -- - - - - - c6digo de vientos.Contacte of fabricante. SKU Model „Ili 'Description 'P Ic''Each 6x8 Linden Privacy Fence Panel(Actual Size 68"x941 232-659 73013028 $89.97 5"x5"x108"Routed Line Post 232-659 73013030 $28.97 Finish the job with other Professional Grade Products Termine el trabajo con otros productos de calidad profesional Description SKU Model Price Each Fence panel Panel de baranda 5'x5°Contemporary Post Top , 232-659 73013119 $7.97 5"x5"Solar Post Top 232-659 73013118 $26.47 Rail Notcher 232-659 73013114 $49.97 r.i Decorative Line Post Cover(2-Pack) 232-659 73013120 $6.47 Professional Grade Vinyl Fence Gate Kit 232-659 73013121 $66.47 Aik Professional Grade Decorative Line Rail Notcher Vinyl Fence Gate Kit )h Post Cover Ranurador de travesanos Professional Grade Vinyl �I ! cubierta decorative para Fence Gate Kit , t t poste de Iinea •Required for installing rails when panel is cut down Linden Gate Kit - . ••Used to cover remaining •Locks rails in place quickly and securely ilkil.1.11.11.2. Kits de puerta de Linden l, Il 1 t if routed post holes for a lj finished look. •Se requiere Para insfalar los travesanes a {s cuando se recorta el panel. I +Usese pare cubir los restantes +Sujeta los travesanos en so orificios ranurados en el poste lugar rapids y fijamente pare una apariencia refinada Prices good through 02/01/12.Precios validos hasta el 02/01/12 - o* . Learn r e at ;, is Special Order h medepot.com 22 r �' - -BUILT VINYL F CING • Valla de vinilo refabricada .... ikii VERANDA / \F._ -„:...,-:,, : _ , ......,,,,,,,,k,-- Westfield Scallop 3" pickets with 37/3" spacing Estacas de 3 con espaciado de 37/a po j� •,' if- 1, , ir \ Ifi\ I^'t /'t i .z t i . N F . '- 1 ' h FY f -r4-'!e' I "y ye'T ,y{{�, t a •� re`a,ry 1A•�1' 3 r ilT '.."'i,,5 4•4'Ai'+fYr .at /x'---- WIND CODE APPROVED; -...;t: IP O.:a.4:41 f t??.k:«.itita, L YYk. f .fly %' tx, ..'r , 4x8 Westfield Scallop Description SKU Model Eac � 11 4x8 Westfield Scallop Fence Panel(Actual Size 44"x92'/") 232-659 73002494 $59.47 i I, i 1 i 4"x4"x72"Vinyl Post 232-659 73010699 $13.97 ; , i i HJi 4"x4"Gothic Post Top 232-659 73010718 $3.97 — — ' i 4"x4"Pyramid Post Top 232-659 73012525 $1.97 4"x4"New England Multi-Fit Post Top 232-659 73031272 $8.97 Fence panel Panel de baranda Vinyl Bracket Kit(2 Pack) 232-659 73012510 $4.47 Aluminum Bracket Kit(2 Pack)(For High Wind Applications) 232-659 73012344 $4.97 Bracket Covers(2 Pack) 232-659 73013117 $2.97 Gate must be made from panel.See page 32 for gate information. La puerta debe ester hecha de un panel.Consulte la pagina 32 respecto a informacion de la puerta. Prices good through 02/01/12.Precios validos hasta el 02/01/12 `01 Special Order=" Learn . o at . , homc c c oho ® Dianne Otto I I — 0 (0 73 From: Joe Johnson [jjohnson @tremron.com] i...J e(m I c{ Sent: Wednesday, March 14, 2012 4:16 PM fj To: Dianne Otto; 'steven @nwscapes.com' Subject: Permeable Pavements f Va-Lne is ()Jot./, Here is our Permeable Pavement info. aver http://www.tremron.com/pdf/product guides/permeable pavements desicin.pdf dr.ve �� http://www.tremron.com/pdf/brochures/permeable pavers.pdf 1 E LE ` , �� � ` � City of 1 ._ ae Island • Community Develo p. nt Dept. It" 0. Inspection Report nova �l 403 Butler Ave. • P.O. Box 2749 • ` bee Island,- GA 31328 ..�•�• INTERNATIONAL �<,,,,„, ' Phone 9121786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. //-,. ()66-L Date a•eq ested /! ;� Z, wner's Name /-Z/ f ) date Needed ed /Z•• Gen. Contractor Subcontractor Contact Information Z Project Address i ,,,71°.U,- ,,_3?--, Scope of Work --s. —.4.77_,-,),-)/ Inspector /4 Date of Inspection ---- 541/7_, inspection 'i"._,4n,�•�r�. . ;,i7- .a / Pass ❑ Fail ❑ Fee _ 7/:!:-/-Z)/7: _.:-S-/p.--- 71--;---}1-7 (.....e7:2 --,---__z- ..--- 7 I / : .),.2 f - is �;-=,_ -a / / J� -. Inspection Pass El Faii r'°""*r', !Fee ail 54,6S,607 w/7"4/ G /4144 3/.1/7.5 Inspection Pass ❑ Fail 0 Fee Inspection Pass Faii r--- Fee LJ r . am\ City of • ,ee Island • Community Develop. ..nt Dept. .„�_ ro �� Inspection Report ma— 1\`G ',) 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 4 INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.95.9 CODE COUNCIL' / / MEMBER Permit No. _ I I - 0(. ? Date Requested ✓ ' , Z OwnerTMs Name t_.iT , i 1 f_:,3--7.., %- I Date Needed _?/ //'Z... Gen. Contractor € Subcontractor / Contact r crYator l-----T) � J i .i J �-t. 4 - . (n � � l Project Address _`7 1 : l i-4./' . 4 , Scope of Work A7>> !--' ->�CD U . i Inspector '?l Date of Inspection( ',`' /` I/� Inspection - `�`1 ��.)/ :�C:z - Pass 11 F. ' El Fee r Inspection Pass Fail D Fee .Inspection Pass 0 Fail 0 Fee Inspection Pass it Fail D Fee r y;; '1 41t, City of :,;.Jee Island • Community Develop. nt Dept 11114k Inspection Report man* �n sl/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 3132S :==�+ �2 � INTERNATIMI -!Lap� :-' Phone 912.786.4573 ext. 114 = Fax 912.7 86.9539 CODE COUNCIL 1O13 / MEMBER Permit No. l Date Requested Cr) - -7 -- Owner's Name 0e►nn1 Q J 6 L , 1 . Date Needed , - g- I . Gen. Contractor f Subcontractor r Contact. In os ration ?" (a <,Z( 2-� )/ 7 Project Address 9 L I e V h 4• • f -I , Scope of Work aJCA. '--\- ion re n Ot/(�'4 , ,or1 Inspector Date of Inspection t'-‘s Inspection jf') �� , ' c `i- 1 C?.`(l Pass - -\�Fai • Fee i l__,, 7( V% ii_ ,J/) 1 ,l,:6 c..tI,II ,:111,/II } Inspection Pass El Fail El Fee Inspection Pass El Fail 0 Fee Inspection Pass Fail 0 Fee �< z, City of .iee Island • Community Develoi._. .ant Dept. ��_lk kJ))) Inspection Report masa 403 Butler Ave• • P.D. Box 2749 • Tybee Island; GA 3132€ .��'►MERNATIONAL Phone 912.786.4 73 ext. 114 • Fax 912.786.9 539 COOECOUNCIL / MEMBER Permit No. I / - ()(_ 1.:72 Date Requested L/! / r. Owner's Name /-124-2/ 7) '? ,] Date 4{-eded ,A, /,,,, Gen. Contractor A Gz.? /,J Subcontractor ;r tact Information ��i -U -1-2-6i/7 Project Address t?-1--7 T ' Scope of Work 4-1.")! 14]c�,J / -(-4/30 I A-- l 6., Inspector Date of Inspecti �s Inspection 13 - Pass -4 ail E.! Fee Inspection Pass a Fail 0 Fee Inspection Pass Fail 0 Fee Inspection Pass r-4 Fail Fr- Fee L.,_11 C s rr4•bl‘A 454 CHARGE: r• ECONOMIC EXTERMINATtRS 8408 MARCUS PLACE - SUITE A 1 SAVANNAH, GA 31406 - - li 11 TELEPHONE 355-4066 /'{s economicexterm @bellsouth.net CUSTOMER NAME (.,:f C. /_/ ,s is ' •. .. )V ,Z,. t • ( PROPERTY ADDRESS -2 r /' i J . CITY '�r / ST :4T ZIP✓' ..) . -R, '../ BILLING ADDRESS CITY ST ZIP PHONE NUMBER l ,,,,,j_. ,„;. . TECH DATE COMPLETED I -- J - / ,A TIME IN AM/PM TIME OUT ;?,,,,,, rAM`/PM ST Sub-terranean Termites PPB Powder Post Beetles DEFINED COMPREHENSIVE OTHER DW Dry Wood Termites WB Wood Borers EC WoodTo Earth Contact WDF Wood Decaying Fungus EM Excessive Moisture CD Cellouse Debris SLAB PRETREAT -- r�r SQUARE FEET CRAWL __ POSTTREATMENT LINEAR FT BACK FILL COMMENTS BROADCASTTREATMENT .9', SQUARE FEET X 0.1 = /.I 9 r:/ .15 FOR COARSE FILL INSIDE FOUNDATION WALL LINEAR FEET X.4 FT OF DEPTH OF FOOTER= OUTSIDE FOUNDATION WALL _LINEAR FEET X.4 _ FT OF DEPTH OF FOOTER= EXPANSION JOINTS LINEAR FEET X.4 FT OF DEPTH OF FOOTER= BLOCK VOID IN WALL LINEAR FEET X.2 X= YES No AR�I11G'STATEhMENT SLAB PENETRATIONS LX 1 GAL= CONTRACT SIGNED Lr Ul BRICK VOIDS 9 g LINEAR FEET X.2 X= FORM II SIGNED ❑ KEEP OUT OF REACH PIERS d �` PIERS(8"X16")X 1.6= !Z i TRENCH COVERED ❑ CB' OF CHILDREN _ OTHER JOB COMPLETED L r C2 i TECH /--) g TOTAL GALLONS , ` HOLES FILLED ❑ 1 AVOID BREATHING OR MIST VAPOR { CHEMICAL USED /r/ /7''''= .':"t.-.' j ,%G t TRASH REMOVED Li 0 CUSTOMER SATISFIED 0 0 DO NOT TOUCH TREATED /61 AREAS UNTIL DRY CUSTOM.''-.lb ATURE _ ''t \, City of'S ybee Island • Community Development Dept. ( DI IN ` .)! Inspection Report mq®i, 403 Butler Ave. , P.O. Box 2749 • Tyree Island, GA 31328 ...C: \% Y r INTERNATIONAL "^,< Phone 912.786.4573 ext. 114 • Fax 912,786.9539 CODE COUCH: / MEMBER Permit No. j 1 - OL7'73 Date Requested I 3 z. Owner's Name /Ill, /0,7 -L"'10---. Date Needed �t��- 7 Gen. Contractor ,)I�.c_r, ( J . Subcontractor Vi t--11—,E. I,-: -i i J i.F (,)/�'/-G- > 76)Contact information --o! �-! •(�4 7 Project Address F IT= l '- 1 " f Scope of work 3 i� �Ot�,4 t7��� Inspector -) Date of Inspection /- 1 L4 I /-1.. GIs inspection —m4 "— -c— Pass a I il Fee -,-,51,„3-1:70 lir-7--07 Lie Inspection 0 04 , r, C' Pass 0 ' Fee___._• .r Inspection Pass ® Fail Fee 1 I Inspection Pass ® Fail ® Fee From:9129647021 01 /03/"12 13:51 #971 P.002/002 \,..\NNAll 1:IVER DFSICINS, 1.1.0 lA DWI('K, R. ..!.)..t411WY I i9 S • VION,GA 31312 9 I -547-.5894 fantior\ 3. 2012 RE: Residential Addition lilt CaT 47 1 I Street Tybee Island, GA Pie fs)otings to he installed for the above reference residence to pport the columns for the sundeck shall be 3' x 3' x IS-thick with#4 rebars on 12- center each wi.ty. Please feel free to contact should von have any questions. • Sincerely, • $42 Chadwick R. Zittrouer Profional Engineer GA License#0322S5 Fl ,oksTeo_ e No.32285 JN Cif R. TX Result Report P 1 01/04/2012 10:03 Serial No. 0135228060004 TC: 305372 Destination Start Time Time Prints Result Note Georgia Power 01-04 10:028 00:00:49 8g001/001 OK -g Note MIX: Timer Orioginal_TX11CALL:BManual1TX. csnc,eCSRC,gFWD:FForlwardMePC: PC-Fax, AL?: Double-sided confidential. : Bulletin. SIP: SIPnFaax.FIPADR:FIPQAddress'Fax,TX. I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOVR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR _ FAX TO: Lynn Brennan 9-1a=94.15-37 Phone 912- — tlfX�73 eory:e. "P.m - -- _.4-4o x`-77 0�- e�-+-i.y 3c '- Location Address: -?' fig,.,} g�_ Lot# Release Date: ( — - S Type of Release: ■ Temporary ermanent Subd Name: Electrician: i n � e.y�l� Electrician Phone Number: vlea=i= 6G/_ G3�p OwnerfBuilder: �J$ f= .cae Phone Number: li9,"?.. Location Address: Lot# Release Date: 'Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: OwnerBuilder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Suilder: Phone Number: -tith N.i f �l �/ N I....fr....CL. Ifte........_ ..iq -;,---itil RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR . FAX TO: Lynn Brennan X37 Phone 912= Qorg ;a 'Po cot r- 3040- 24446 3o( -2 off° 1 1-01013 0a-N,y - 2(01.5- Location Address: 4-? fijetMAa 61-. Lot # Release Date: ' — 4- f -6a'ulo(QJ , Type of Release: V Temporary 11 ' 'ermanent Subd Name: Electrician: Electrician Phone Number: t=i 66/•4,370 E W` 1-� c�. E.S�`4�1G. Owner/Builder: - �JrZ,$ Phone Number: . i2g4 , 5/I- /i7 Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: 7 F CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT I � 0 3 Location: 1 1 ' ,-r\ Jk - PIN# S' �� NAME ADDRESS TELEPHONE Owner C �d ���er�-S►r�,sestt�, P,O.dox \in ty3 61 �x-s Lig-b`)f) €1,43- (IN\' q, 49S-e3,I Architect sKw"— Oes �+�� a 14 l , ire'\ S or Engineer ChA �,� �<e G'., ,, 313 i�- (11�--Sy -C89 Building Arnec.��w��ti\( . 4cnc OLD 1..0a■sU;0 e ()I Contractor give'- eon 6 C. Q , iy (Check all that apply) ❑ Repair Residential ❑ Footprint Changes Renovation ❑ Single Family ❑ Discovery Minor Addition ❑ Duplex Demolition-e F�atE d,.r k ❑ Substantial Addition ❑ Multi-Family ❑ Other ❑ Commercial Details of Project: S'e✓E, tis Estimated Cost of Construction: $ if), 'j 00 A- S l3 o ck$ 9 s, Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel & Masonry (3) Brick Vene Proposed use: ;7,,Nr, , E\ &r cit Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units #Bedrooms Lt # Bathrooms LI Lot Area `[ ` \ 4\, Living space (total sq. ft.) 1q #Off-street parking siYaces Trees located& listed on site plan NA Access: Fitz A- -N4 Driveway �p (ft.) With culvert? p With Swale? NA- Setbacks: Front Nom. Rear - Sides (L) I\'P\ (R)J # Stories , Height -O 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 & - 4 f o4v On-site waste and debris containers will be provided by (�'6 Construction debris will be disposed by RA Q by means of LA-4,1 4:\\ (or\ I understand that I must comply with zoning,flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: I\- ®-\\ Signature of Applicant: 1111 , �.► t 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 Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date FEES Zoning Administrator Permit '52 2- Code Enforcement Officer Inspections , g(Q Water/Sewer Water Tap Storm/Drainage Sewer Stub ®' Inspections Aid to Const. ' 108'X,SO City Manager 5 to 2- a� 0 s; Z SO ' Q G1 :s co/ De-r - . . v SD C=�`'t 1 V q.1Il I o(4(0.3 TOTAL ( 2 Airco Industrial Contractors, Inc. Office 912-%4-7404*Fax 912-964-7021*Airco.industrial @comcast.net 4919 Old Louisville Road*Garden City,Georgia 31408 Scope of Work: Project Location: #7`h—11th Street Tybee Island GA. Owner: CUB Enterprises—Greg Helmly Contractor: Airco Industrial Contractors-Greg Helmly This project consists of an addition to the North East Corner of the upper elevation. The addition is 108 square feet.A raised sundeck is being added above this addition. A set of steps to access the deck are being installed. These are shown on new drawings dated 11/11/11. This is also remodeling and improvements being made to the home. Below I have detailed these: 1. Concrete and driveway on lower level will be removed and replaced with 6"5000 PSI concrete& driveway pavers in uncovered areas. 2. Existing electrical will be replaced. 3. Existing plumbing waste piping will be replaced with PVC. 4. Existing galvanized water lines will be replaced with PVC and CPVC. 5. Existing HVAC unit for front part of living area will be relocated and elevated. 6. Install new spray foam insulation in floor joist and attic area. 7. Kitchen improvements: a. New cabinets. b. New tile flooring. 8. Window replacement—22 wooden windows will be removed and replaced with vinyl windows. 9. Roof—Install metal roof over existing shingle roof. 10. Painting—Exterior—Addition. Interior—Living areas miscellaneous. 11. Bathroom Shower—Add shower stall in existing bath on Southwest corner bedroom. 12. Area under back Southwest corner of house will have 4"concrete poured for storage. This area is now covered and will not be enclosed. 13. Install Stack Washer&Dryer in Master Bedroom area. Cost Breakdown: 1. 108 sq.ft. addition $10,000 2. Sundeck and support steel $10,000 3. Kitchen improvements $10,075 4. Concrete and driveway work $11,500 5. Electrical $8,050 6. HVAC $2,300 7. Plumbing $5,175 8. Insulation $4,025 9. Roofing $20,700 10. Window replacement $5,060 11. Painting $3,450 12. Misc. interior work $5,000 Total $95,335 Printing: Layout Page Page 1 of 1 (i.:::„,:ii Aral Savannah Area GIS Savannah Area Geographic Information System ,'-..., .,. """4"-^,:„_.--,I 1 Z.' ' 1,,- . '.-411 1,, —"*.-yir , / - .....t, ;,;;,, ilif ,,-7; f Pt-: -,,_,, :7 ,Z7 ' ' ' -'-,-..1 li 437.' ..----<-1■17: 41141R7' .'"' 11 w.' j•'~ l',;;---,- L`• { jam. 1 pl. 'LW A 43.1v f1�, ¢r� f �xi) _i7+ j�t13".5: w ' i s�' x' + f d + + t lti 1 L 1 i, ` & -- ,,C. s.5' i' f f r .. ' �7 , cf - ,__!? : •:''' / ;--1. i.-tom _ `` `. `.,_-( lit.1: ,.. '''•'. ' ~I,... f f ! 1 �; t ' /. 7 - ' ' Owner: SAND BUCKET LLC PIN: 4-0007-01-003 Property Address: 7 11TH ST Zoning: R-2 Flood Zone: AE Aldermanic Code: Unincorporated Chatham County 4 Commissioner Code: Patrick K. Farrell Phone: 912-355-6699 Voting Precinct: 4-11C Elementary School: HOWARD ELEMENTARY Middle School: ISLANDS High School: COASTAL Zip Code: 31406 Neighborhood Code: Calculated Acreage: 0.11983471 Land Value: 380300 Building Value: Real-estate Value: Sale Price: Sale Month: 12 Sale Day: 09 Sale Year: 2009 Legal Description: LOT 5 E3 E PT 4 SUB EXTN 67 Property Card: Click Here Powered by BinaryBu: http://www.sagis.org/app/NET/print.aspx 12/13/2011 NOV-29-201i 07:03A FROM: 6516975 TO 17021 F•2 01/06/2004 09:03 912354375. E.C.JOHNSCUSTOM'HOMES PAGE 02 FEDERAL.EMERGENCY MANAGEMENT AGENCY 0.M.B, No 3007.0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE - kn••••dant~ Rad the instructions on ••a••as 1.7. SECTION A•PROPERTY OWNER INFORMATION � B IILDI O'WNER'S► eS6 F ,I•;�r tit E. C.JOHNS 3 x` 1 �� �t � �t . BUILDING STREET ADDRESS(Including Aye,Urhil SuRa,arxYor Hkfg.lVc.)OR P.O.ROUTE AND BOX NO, { 5 ELEVENTH STREET ` ti` F ti 1 , CITY STATE ZIP CODE TWEE ISLAND GA 31328 154OPERT'r rkSCRIFnON(Lot and Block Numbers, ex Par.l umber,Loge •- -ption,'to) - LOT 5&PT.LOT A OF A SUBDIVISION OF LOT 67,WARD NO.3 6 OING USE e.g.,Reedy 'on,> .s 7"1, •.7. ooessco.tie. ea a Comments arse. neoessay,) RES !AT • ON DE(OPTIONAL) HORIZO "AL DATUM: CE; 0 (Typ): (AA°•or-tYlY.W or Ore °) 0 IVAD 1927 0 NAD 1953 0 USGS Owed Map 0 Other 9ECTi0Nb-FLOOD W�JRANCE RATE MAP(FIRM)INFORMATIOM 91.NFIP COINAUt4TNAmEY B2.COUNTY Mr— ' 83.STATE MEE ISLAND 135184 CHATHAM GA AIAa . MOD P iIRM PANEL 69.BASE FLI(RSELEVATIt',NS) NUMBER B6.SUFFIX 08.FIRM INDEX DATE EFFECTIVE/REVISED DATE ae,FLOW ZONE($) (ZaneAO,use depth et foociirtp) 1351940002 C sole W17186 As 13 810.Indicate the source H he Base Flood Elevation(BFE)*tear base flood depth entered In 69. 0 FIS Profile 0 FIRM 0 CammunIty 0eterrrhed 0 Omer(Desote); 811.Indicate the e l e v a t i o n datum used for the 6FE in B9:2?) 1929 0 NAV01988 0 other(Detoriba): e12.is the buildniiitxated in a Coastal Barrier Resource,System(CBRS)ereA or Othertsise Protscted Area(QPA)7 0 Yes 0 No Designation Date BECTON C•BUILDING ELEVATION INFORMAT ON2URVEY REQUIRED Cl.Butting elevations are based on:0 Cranstructon Drawings' C]adding Under Constudion' B)Reefed Corntntciiwh 'A new Elevation Gentle to wll be require4 when oonebucdon oldie buRdrg Is complete. C2,Buddng Diagram Number i2(Select the balding diagram most similar to the bulling for wNch this oaiifcate is being completed-see pages 6 and 7. 11 no chag alt accurately Kneels the bulling,provide a sketch or photograph,) C3 Eievati ns-Zones Al•A30.AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR AR/A,AR/AE,Aft/A1-A30,AR'AH,AR/A0 Compete item C3,-a4 t ebw accosting to the bulking elegram apacaled in NM C2.State he cleansed.tt the dean Is dfarent from the datum used for the BEE In Sector,8.convert the datum to that used for the BFE.Shoe Add messuuemante and datum convetsion calculation.Use the specs provided or I he Comments area of Section D or Setbon G,es appropriate,to doountentthe chum conversion. Datum N262 22 ConveriorVCOmmotds Elevation reference mark used Doss the eleveion rewarenoe mark used appear on the FIRM? 0 Yes CE No ( o a)Top of bottom floor(indtt>png basement Or erdosure) 12.4.,I•(m) R o b)Top of ned higher floor a.Lf.(m) ,,0 S T A, i o c)Bottom of lamest hccecntad etnxt ire member(v tones only) Ng._it.(m) Q Fp , o d)Attached garage(top dsldb) b9 A.(m) ' o e)L O O K e t.e l e v r d l o n a.m a c h i n e t y c.a n d t o r equipment o o. •2-• '` servidrg he b*Adrp(C scibe In a Comments arse) 12,1 frn) j I 'o t)Lowest adjacent(Michel) (LAG) ]l.i.&(m) !r� ' •U RNI4 X40. o g)Hkglhesled(acent(fnbhed)gat(HAG) 12. 311.(m) o h)Na d permanent opeNr�(hood vents)eAtNn 1 ft above ac$acertt grade Q `r i 0 1)Total area of all permanent openings(twos Nerd.)h C3,h eq.h(sq.cm) SECTION D-SURVEYOR,ENGINE - OR ARCHITECT CERTIFICATION r This certification Is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I sanity that The information In Sections A,8,and Con This certtticale represents my beet efforts to Interpret the data avertable. I understand Met any false steterne/rt may be puntshable_bene or lmpnsonment under 18 U.S.Code,Section 1001. — CERTIFEWS NAME.1, M, tIey Reynolds UCENSE NUMBER 2249 • TITLE tend Surveyor COMPANY NOME ADDRESS CITY STATE ZIP CODE e38 STEPHE • ENUE • ITEC Savannah,GA GA 31405 TELEPHONE SIGtyA7 � DATE 4 912-n2-0464 Ady FEMA Form `1-3f,January 2003 ace reverse aid.for continuation. Repl.oeo all proviov..ditione Chatham County Board of Assessors: 2 '11 Property Record Card 4-0007-01-001 Page 1 of 3 2011 Chatham County Board of Assessors 4-0007-01-003 Property Record Card 7 11TH ST TYBEE ISLAND APPRAISER LESTEPH LOT 5&E PT 4 SUB EXTN 67 WD 3 TYBEE SAND BUCKET LLC CAMA ASMT LAST INSP 10/04/2010 7001 SKIDAWAY RD'208,000 380,300 LAND 1 APPR ZONE 000008 SAVANNAH GA 31406 133,200 BLDG 1 31,500 31,500 OBXF 3 1366,100 545,000 OVERRIDE SALES BOOK/ INS VI QU RSN PRICE --__ '-�_ • CODES PAGE -- IPROPERTY 0006 RESIDENTIAL 09 Dec 357V 604 QC I U U5 - -- - _ I USE 2009 - I UTA 0004 Tybee Island GRANTER:SEVEN ELEVENTH STREET LLC& , - NBHD 020213.00 T213 TYBEE BTL JOHN HAYDEN S* BEACH GRANTEE:SAND BUCKET LLC ... t, i 'm tt tt' `ii EXEMPTIONS 06 May 351 P 252 QC I U UQ 'y ?gill r,,.:;u Wahl. ,:d t�liI�ll ,,, 2009 -- 11 in'11' i GRANTOR:JOHNS EDWIN C SR&FRANCES ET* i HISTORY LAND IMPR TOTAL GRANTEE:SEVEN ELEVENTH STREET LLC& 2011 380,300 164,700 545,000 Over JOHN HAYDEN S* i 2010;2010 439,400 164,700 604,100 Cama 03 Apr 304Y 0774 QC I U UQ - :.., 380,300 164,700 545,000 Over 2006 2009 439,500 171,000 610,500 Over 1 GRANTOR:JOHNS HAYDEN S __ �-' 12008 676,000 184,000 860,000 Cama GRANTEE:JOHNS EDWIN C SR ET AL %s''' - - - --- I2007 676,000 184,000 860,000 Cama 28 Mar 304Y 0754 QC I U UQ 2006 613,000 149,500 762,500 Cama 12006 [Click for larger picture] GRANTOR:JOHNS EDWIN SR ET AL 12005 406,000 201,000 607,000 Cama GRANTEE:JOHNS HAYDEN S ;2004 295,000 85,500 380,500 Cama 30 Jan 265C 0-525 WD I Q QW 510,000 :2003 295,000 88,500 383,500 Cama 12004 12002 249,500 249,500 Over GRANTOR:WYLLY SUSAN C ' GRANTEE:JOHNS EDWIN SR ETAL 2001 249,500 249,500 Over '2000 249,500 NC 29 May 193T 0195 WD I Q 200,000 1998 y 11999 82,000 89,500 171,500 Cama GRANTOR:GAHAGAN LUTHER POWELL [1998 82,000 87,500 169,500 Cama GRANTEE:WYLLY SUSAN C 1997 82,000 80,000 162,000 Cama 1996 29,900 84,610 114,510 Cama PERMITS TYPE DATE AMOUNT 1995 29,900 88,510 118,410 Cama 090510 03 Dec 2009 Issued 500 1994 29,900 72,090 101,990 Cama 04-0161 RN 22 Apr 2005 Insp 55,000 1993 29,900 33,310 63,210 Over ,1992 29,900 33,310 63,210 Over COMMENTS: 119 Nov 2009 TY10 351 P/252:*HAD TO LEAVE HAYDEN S JOHNS ON AS NO DOC TO TAKE HIS INTEREST OFF 13 Jul 2006 *TY07 EDWIN C JOHNS JR& HAYDEN S JOHNS 16 Apr 2004 ADD CHG PER PO CARD 4/16/04 JM 26 Feb 2004 *FRANCES S&EDWIN C JR &HAYDEN S 120 Mar 2003 FOR SALE 03/14/03$645,000 108 Feb 1999 ADD CHG 7-19-96 DH PER OWNER 108 Feb 1999 1999 LEGAL CHG PER DEED 193T 195 2/8/99 110 Jun 1998 FOR SALE 5/29/98$227,000 EXTRA FEATURES ID# BLDG# SYSTEM DESC DIM 1 DIM 2 UNITS QL UNIT PRICE RCN AYB EYB DT ECON FUNC SP SP% RCNLD MKT VALUE 138825 85494 Roof Scr Por/Slab GD 0 0 504.00 G 24.34 12,267 1995 1995 IR 10,427 10,400 138826 85494 Gd Cpt Flat/Shed Rf 0 0 1807.00 G 11.48 20,744 1995 1995 IR 17,632 17,600 :'138827 85494 WOOD DECK GD 0 0 436.00 G 10.43 4,547 2004 2004 2R 3,456 3,500 (LAND , http://boa.chathamcounty.org/D esktopModules/ChathamCounty/B oardofAs ses sors/PropertyRecordCard.asp... 12/5/2011 Chatham County Board of Assessors: 2011 Property Record Card 4-0007-01-003 Page 2 of 3 ID# USE DESC FRONT DEPTH UNITS/TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE [109920 SINGLE FAMILY RES 0 0 5,200.00-SF 40.00 R2 208000 ... ._, ____..... _. ... http://boa.chathamcounty.org/DesktopModules/ChathamCounty/BoardofAssessors/PropertyRecordCard.asp... 12/5/2011 Chatham County Board of Assessors: 2011 Property Record Card 4-0007-01-00? Page 3 of 3 2011 Chatham County Board of Assessors 4-0007-01-003 Property Record Card 7 11TH ST TYBEE ISLAND BUILDING SECTION CONSTRUCTION TYPE RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV/% TOTAL DEP% RCNLD U.FACTOR MKT VAL 85494-1 Residential 156,747 1930 1995 MS 15.00 0.00 0.00 0.00 15.00 133,235 126,600 z2' SECTION TYPE 1 -Main AREA 1607 20' r.' TYPE 1 -Single-family Residence ECM FRAME 1 -Stud Frame STYLE 1 -One Story J' kMa {abaa,, a' 19' QUALITY 4.00 ' 18' CONDITION 3.00 No„ #UNITS 0 I Slab Nab 24 j #OF BEDS/BATHS 4/2.10 I 10;E 4' COMPONENTS Units % QUAL ■I" R1 108 Frame,Siding,Wood 100.00 eaaa r R2 208 Composition Shingle 100.00 R3 352 Heat Pump 100.00 R4 402 Automatic Floor Cover Allowance 16' NCH R6 601 Plumbing Fixtures(#) 9.00 wan at R6 622 Raised Subfloor(%or SF) 100.00 aboanpe "_ Slab Parch»;ORoar R6 641 Single 1-Story Fireplace(#) 1.00 310 R11 904 Slab Porch(SF)with Roof 24.00 [Click for larger picture] R11 904 Slab Porch(SF)with Roof 270.00 R11 904 Slab Porch(SF)with Roof 270.00 http://boa.chathamcounty.org/DesktopModules/ChathamCounty/BoardofAssessors/PropertyRecordCard.asp... 12/5/2011 &.b s - erYr\� ESTIMATED COST OF RECONSTRUCTION/IMPROVEMENT lr� C PROPERTY ADDRESS - .) 1 \ \ �-\--P,e eA-- ii CSTotal Square Footage of the Structure a\ 1 L SF (L X\s,,-'-ti 9'v +_/.) ■16.„1 f aCS f` ITEM QUANTITY COST (LABOR+MATERIALS) OFFICIAL USE DEMOLITION&REMOVAL FOUNDATION,REPAIR&ADDI ION di e sions C! !,/a slab ilal C.�. J/ • convential Q AUeP- .1 fit► 1 pier �liNitr L71'i W.11 CARPENTRY MATERIAL(ROUGH) floor sf 6 01 ceiling joist sf [ii• f ' wall stud sf '''s , CARPENTRY,LABOR(ROUGH) sf %6R IT30 . ROOFING sf 3 m. INSULATION sf 3 C C ( O� EXTERIOR FINISH lap siding sf vinyl sf ;� siding sf I /�t 1 LN Z. stucco sf brick sf other sf DOOR ea I ( _d L�04 WINDOW ea A 4 Vim? SHUTTER ea LUMBER FINISH base mold "''` i4,q\ If 15 Q' shoe mold If chair rail .�"c'`x b If other i'/'' - If CARPENTER,LABOR,FINISH paneling/bead board sf ' Q-1)„„. 15()3 HARDWARE(FINISH) ,-‹CY% HARDWARE(ROUGH) t'\,- CABINETS(BUILT-IN) I r base IF Sc'tc o a-o I 1)i wall If ' FLOOR COVERING `t�!� tile sy .3 Q v ® im; vinyl sy carpet sy wood sy I„.L ' 0 O' other sy WALL PREPARATION sheetrock sf paneling si /CO 61 CO Lj file j i sf �y other ls_„�f,a."y.'f, {..\ ,J"�^f De too O. PLUMBING(ROUGH) 3}COa PLUMBING FIXTURES shower ea I is 6-0 tub ea toilet ea vanity ea ELECTRICAL(SERVICE/WIRING) x�.(O(tb ELECTRICAL FIXTURES outlets 1 ea 50 4 L lights ea other l /TC\— ea !� HVAC(UNIT&DUCT WORK INSTALLED) v WASHER/DRYER INSTALLATION 1 „�!^.w .` _ a O b PAINT �•+/'�(� ..,,� �f interior sf !66 in , � ►0 [{ g'' -i9' exterior sf I - A.. S o 0 -i D. �3S OVERHEAD&PROFIT \�Cj Pa 10 P.)'\3.S jYy�l{ iuIAL /�(�-''��]}��,.,.yy����'� `'�� .jam $ 95j 33 S $ /� (0°1 CONTRACTOR I 1rikeb ,1„YV S\ �C'\ Q)j l•�+'1�('D- ` PHONE K fa--S �- ,) CONTRACTOR ADDRESS Li e\, 4) OV() Li L\\St!,`11 e N '( f t v e. �. .31 O CONTRACTOR'S SIGNATURE \�\' • DATE I\—. 18 ,\ OWNER I A t,f ' RECONSTRUCTION/IMPROVEMENT \ - 14 AFFIDAVIT --/-1. 4\t-\-0-\-P'\ _ Name of Company ra G-�--C yr-Tp.,5Ps Lam.(?. Telephone \L 5� ) - ( V- 4- v...\ �� Contractor Address (-\91 C\ OLD Ui�' A.S U.\\0 N a 0 C\\ --.. c$ 1 (e Name of Property Owner C,�� (1.7r41\-- 11-.(? f 11.‘SLS L LC- - (jt 1\ I r Location of Property ' ` I1-"' S- /a. )e( :;_ 64 . I hereby attest to the fact that the attached itemized list of the Estimated Cost of Reconstruction and/or Improvements are all of the repairs and/or reconstruction and/or improvements proposed on the subject building for the attached Building Permit Application included with the estimate. Listed below are the date(s) and details of the last occurrence(s) of any repairs and/or reconstruction and/or additions and/or remodeling at this property: -T\r, (?(LQ1318t (�l��vc�L C1 �11t.5 '1 �a� n1 A�)® L'1 , T . hat E- fl=-} ,.a h- S 6 o A--\'. 5 V 1 S I understand that I am subject to enforcement action and/or penalties and/or fines if inspection of the property reveals repairs and/or reconstruction and/or improvements not included on the attached list of the Estimated Cost of Reconstruction and/or Improvements as well as the Building Permit Application as well as the list of the last occurrence(s) of any repairs and/or reconstruction and/or additions and/or remodeling. I understand that any Building Permit issued by the City of Tybee Island pursuant to this Affidavit does not authorize the repair and/or reconstruction and/or improvement and/or maintenance of any illegal additions,fences, sheds,or non-conforming uses or structures on the subject property. �1 Total Labor&Materials $ 1� aJ 610-- o <IA Overhead&Profit $ 1 al k 'S , Total Cost $ q c J 335`, STATE OF GEORGIA COUNTY OF CHATHAM Before me this day personally appeared \\ pVrn` who, by his/her signature below,states that the informati provided this Affidavit is correct and that he/she has read,understands,and agrees to comply with all the aforementioned conditions. e►� tom, .vA Oer'•,g:nature IN Sworn to and subscribed before me this 30 day of N 01)eC \b- " , 20 10 . 11■6 )(\dtw. Signature of Notary Public REBECCA C. MEEHAN My Commission expires Notary Public, Chatham County,GA my Commission Expires July 28, 2012 CONTRACTOR RECONSTRUCTION/IMPROVEMENT AFFIDAVIT Name of Company '(-Q •Telephone f)° 6 9 CI Contractor Address `-1 c�C\ () Li) k u: l\e ( e i 2d- 4 J iY o r Name of Property Owner C,.�kb ( ; 0.■s(IS L C — 'A e\m Location of Property 1 \ %\oe e I hereby attest to the fact that I, or a member of my staff, inspected the above mentioned property and produced the attached itemized list of the Estimated Cost of Reconstruction and/or Improvements. Further,all of the repairs and/or reconstruction and/or improvements proposed on the subject building for the attached Building Permit Application are included in this estimate. I understand that I am subject to enforcement action and/or penalties and/or fines if inspection of the property reveals repairs and/or reconstruction and/or improvements not included on the attached list of the Estimated Cost of Reconstruction and/or Improvements as well as the Building Permit Application. I understand that any Building Permit issued by the City of Tybee Island pursuant to this Affidavit does not authorize the repair and/or reconstruction and/or improvement and/or maintenance of any illegal additions,fences,sheds, or non-conforming uses or structures on the subject property. kgt Total Labor&Materials $ c9. 50 C�. We Overhead&Profit $ /�l 93 , to Total Cost $ CL-5- 3 3 STATE OF GEORGIA COUNTY OF CHATHAM Before me this day personally appeared i'r \r. who, by his/her signature below,states that the informati• .rovided on is Affidavit is correct and that he/she has read,understands, and agrees to comply with all the aforementioned conditions. \\\_ ontr r s Sig e Sworn to and subscribed before me this 3O day of Nuve-'r.6- , 20 ik Signature of Notary Public REBECCA C. MEEHAN My Commission expires Notary Public,Chatham County,GA My Commission Expires July 20, 2012 EXHIBIT "A" 5I CD All that certain lot, tract or parcel of land situate, lying and being in the City of Tybee Island, (Formerly the Town of Savannah Beach) County of Chatham, State of Georgia, and known upon the map or plan of said city as Lot Number Five (5) and the Eastern Five (5) feet of Lot Number Four (4), of a Subdivision of the Eastern Extension of Beach or Front Lot Number Sixty-Seven (67), Ward Three (3); Said Lot and Part of Lot lying c contiguous and having a Northern Frontage on the South Side of Eleventh (11th) Street of Sixty-Five (65) feet, more or less, with a rectangular depth Southwardly of Eighty (80) feet, more or less, to the Northern boundary of the Eastern Extension of Front or Beach Lot Number Sixty-Eight (68); Said property being bounded on the North by the Southern line of Eleventh (11th) Street; on the East by the Western line of Lot Number Six (6), Said Subdivision; on the South by the Northern line of the Eastern Extension of said Front or Beach Lot Number Sixty-Eight (68); and on the West by the Western Fifty-Five (55) Feet of said Lot Number (4); said Lot and part of Lot being more particularly described as follows: Beginning at a point on the Southern line of Eleventh (11th) Street a distance of Two Hundred Thirty-Five (235) Feet East of the intersection of said Southern Line of Eleventh (11th) Street and the Western Line of Butler Avenue and running eastwardly along said line for a distance of sixty-five (65) feet, more or less; thence running Southwardly from and perpendicular to the Southern line of Eleventh (11th) Street for a distance of Eighty (80) feet more or less, to the Northern line of the Eastern Extension of said Beach or front lot Number Sixty-Eight (68); thence in a westerly direction along said line for a distance of Sixty-Four (64) feet more or less; and thence Northwardly a distance of Eighty (80) feet, more or less, to the Point of Beginning, All of which will more clearly appear by reference to map or plat of said subdivision recorded in the records of the Clerk of Superior Court of said county in Plat Record Book B, Folio 294. AIC Airco Industrial Contractors, Inc. 4919 Old Louisville Road•Garden City,Georgia 31408 912-964-7404•Fax 912-964-7021 November 30, 2011 Mr. Ray Hord Building Official Tybee Island GA RE: Building Permit #7— 11 t' Street Mr. Hord, I have enclosed the information you requested for the above addition/renovation project. If you need any additional information, please let me know. Thank you, &yes \ A Greg Helmly President CONTRACT MAINTENANCE•PIPING•STRUCTURAL STEEL•CONCRETE•DEMOLITION TANK REPAIRS•MILLWRIGHT MAINTENANCE 2011 OCCUPATIONAL TAX CERTIFICATE 4919 OLD LOUISVILLE RD 94,„,„„de. cc:0, • 3392 AIRC000001 2011 No. For the year INDUSTRIAL BUILDINGS AND WAREHO $3,322.75 AIRCO INDUSTRIAL CONTRACTORS, This Business License is issued to the business named herein GARDEN CITY 31408 for the specific businesses and occupations named at left for this calendar year and is issued in accordance with the ordinances of Garden City, Georgia, 100 Central Avenue, Garden City,Ga.31405 NOT TRANSFERABLE WITHOUT APPROVAL OF CITY MANAGER.EXPIRES 12/31111. 2/24/2011 Date of Issue: A0A4iitAdvat.- FOR THE CITY MANAGER STATE OF GEORGIA , BRIAN P. KEMP, Secretary of State State Licensing Board for Residential/General Contractor General Contractor Qualifying Agent LICENSE NO. GCQA000990 Gregory Glynn Helmly 4919 Old Louisville Rd Savannah GA 31408 EXP DATE- 06/30/2012 Status: Active LT- 1884580 Above is your license issued by the Georgia State Board of Residential and General Contractors. A pocket-sized license card is below. Please make note of the expiration date on your license. It is your responsibility to renew your license before it expires. License renewals may be completed prior to the expiration date via the Board's website or by obtaining a paper renewal from the Board office. Reminder: It is your responsibility to keep your insurance current. Please provide the Board with a copy of your Certificate of Insurance each time your insurance is renewed. The Board does receive copies of cancellation notices which will affect the status of your license. It is the licensee's responsibility to notify the board office immediately of any change of name or address. You may update your address online at the board's website at w-ww.sos.ga.gov/plb/contractors/. You may contact the Board at: GEORGIA STATE BOARD FOR RESIDENTIAL& GENERAL CONTRACTORS 237 COLISEUM DRIVE,MACON, GEORGIA 31217-3858 478-207-2440(phone) website: www.sos.ga.gov/p1b/contractors/ STATE OF GEORGIA BRIAN P.KEMP,Secretary of State State Licensing Board for Residential/General Contractor General Contractor Qualifying Agent LICENSE NO GCQA000990 • Grc nr\ Glenn Helml c l u a in l 4919 Old Louisville Rd 4919 Old Louisville Rd Savannah GA 31408 Savannah GA 31408 EXP DATE-06/30/2012 Status. Active TA—, Tax Payer: SAND BUCKET LLC .gym County Tax Commissioner �_s ��-� N.6-_,, Map Code: 40007 01003 REAL www.chathamtax.org (4,-;_-....,:yo = '"''``." Description: LOT 5 & E PT 4 SUB EXTN 67 133 Montgomery St., 1st Floor �•.4 P. O. Box 9827 ,u% 1-<1 Location: 7 11TH ST TYBEE ISLAND Savannah, GA 31412 *\ a oli n %* Bill No: 2011-93281 8". 1777 = District: 040 TYBEE Phone )652-7100 Fax: (912) 652-7101 R G` , 164,7 0 3 a 300 .1200 545,000 Billing Payment M n Buildin Land Fair Market 11/15/2011 Due /2011 Date Good Through Exemptions `_ ` F Value Value Acres Value Date I Adjusted '' Net l Taxable Millage 5/2011_ Entity FMV Assessment l 1_ _ 11/1 O og�� Y _ J s sment Exemptions � Value Rate Gross Tax Credit Net Tax C t 1 STATE TAX 545,000.001 218,000.00 218,000.001 .250 54.50 1 54.50 LOS COUNTY M&O 1 545,000.00_ 218,000.00 1 218,000.001 12.080_ 2,633.44 1 2,421.761 COUNTY SALES TAX CREDIT 1 1 .1 i 218,000.001 -.9711 1 -211.681 'COUNTY SCHOOL M&O 1 545,000.001 218,000.00 i 218,000.001 14.6311 3,189.561 1 3,189.561 TYBEE ISLAND 1 545,000.001_ 218,000.00 1 218,000.001 4.181 912.551 1 912.551 TOTALS I I 30.176 6,790.05 -211.681 6,578.37 .,,_ C*VD 1+'S . The"Payment Good Through" date is for the tax year indicated above only. If an amount Current Due 6,578.37 appears in the "Back Taxes"column, a different due date is applicable. Penalty 0.00 In accordance with 0.C.G.A. 48-2-44, delinquent taxes are charged interest at a rate of 1% Interest 0.0o per month or any portion of a month. Once taxes are 90 days late, a 10% penalty is added to Other Fees 0.00 all bills except those for Homesteaded property which are less than$500.00. Previous Payments 0.00 Back taxes 0.00 TOTAL DUE 1 6,578.37 Printed: 11/07/2011 Aco® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) r`� 3/3/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED '°RESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ,ORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Susan White NAME: Seacrest Partners, Inc. PHONE (912)544-1900 FAX n/c No):(912)544-1901 100 Riverview Drive ADDRlESS:susan.white @seacrestpartners.corn PRODUCER 00000071 Suite 301 C(STOMER ID If;_ - — —_ Savannah GA 31404 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURERA:Travelers Property Casualty 25674 INSURER B: Airco Industrial Contractors, Inc. INSURERC: 4919 Old Louisville Road INSURER D: INSURER E: Garden City GA 31408 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP TYPE OF INSURANCE LTR INSR WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS GENERAL LIABIUTY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 300 000 X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) $ r A CLAIMS-MADE X1 OCCUR C08237A352 1/1/2011 1/1/2012 MED EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,000 _ POLICY X i,722- LOC $ AUTOMOBILE LIABIUTY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) X ANY AUTO A ALL OWNED AUTOS 8108237A472 1/1/2011 1/1/2012 BODILY INJURY(Per person) $ BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ HIRED AUTOS X (Per accident)_ _ X NON-OWNED AUTOS . $ $ X UMBRELLA LIAR X I OCCUR EACH OCCURRENCE $ 10,000,000 EXCESS LIAR I CLAIMS-MADE AGGREGATE $ 10,000,000 DEDUCTIBLE $ - A X RETENTION $ 10,000 CUP8237A472 1/1/2011 1/1/2012 $ A WORKERS COMPENSATION X TOWC STATU- LIMITS OFR AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N N/A E.L EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED (Mandatory In NH) .88010933 1/1/2011 1/1/2012 E.L DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ 1,000,000 A Leased / Rented QT6609282A963 1/1/2011 1/1/2012 Lima $500,000 Equipment Deductible $2,500 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. - AUTHORIZED REPRESENTATIVE David Paddison/SUSANW �� ACORD 25(2009/09) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(200909) The ACORD name and logo are registered marks of ACORD NOV-29-2011 07:39A FROM: 6516975 TO: 7021 P.1 1 1th Street Asphalt Pavement 60' R/W r Concrete�urbs - 'pP_ _ '---"T .: —ry .w-__.__ P.O.C. ohi ohl oh1 ohl \ ;• 0" S 70'22'57" E N 70'29'45" w S 70'31'08" E S 70'30'00" E . . 65.02 CMF 60.40 N CMF 1 1/2" 73,03' = CMF �� ....' �¢+ • 162.02' IRF 1�...� �C,' Gjp,,• —— - ' 3R 4" d P.0.6.� \ 15.6' 1- ] •' . Goc. o �'l C • - I 0.3' Outside Line a Fl �.• • .i co �Q 9,8' I `.— T • • a�i Adjacent 'v1 Masonry i p ° ,._ • W co O Residence I � '10.0'I 3' Outside Line - � ._ 1 ".) Qo'O t X11!111, x. Q•0 o x 1 — ti / OO Ink L_~. °� . a' 2 Story Frame Residence 4� r. Garage Underneath a I Q Q� Chain Link gl . to,.-Fence on r" 'RI:iv Line Chain Link------4. ° a Fence on Line I' \p OOry �, L I a, 4' 1, Eave 1 I � Legend c 1 I Enclosed Deck I D�' O'� Above-Open S 4�.•4* 1 ■ CMF Concrete Monument Found I Below ° i • IRF Iron Rebar Found d, ¢, a -0.PP Power/Utility Pole I I ez- Q�2 R/W Right of Way z ° L __ _ — I P.O.C. Point of Commencing P.0.8. Point of Beginning — Overhead Power PP N 70'14'50" W CMF °n�—& Utility Lines CMF -.." 64.85' r... x Reference: 1 Deed Book 193-T, Pg. 195 ,� 2. Plat Record Book B. Pg. 294 ./ll� 3. Plat Record Book 9-P, Pg. 69 Total Lot Area: 5199.1 Sq. Ft. .4, 0.12 Ac. 0 0 I fl Si-o.tl ..c2v1[,v Street Address: #11 11th Street 3, PIN: 4-0007-01-003 cl To the best of my knowledge 0� 20' 40' 60' and belief, this plat is a correct representation of the land platted, I• MI and has been prepared in ME MN IN conformity with the minimum technical standards and requirements Plat of Lot 5 & East 5' of Lot 4 A \I:1)C of law. Being Part of a Subdivision of Front Lot 67 Dale E. Yawn, R.L.S. 11, Ward 3, City of Tybee Island Georgia Registered y y Land Surveyor No. 2510 �� R - Chatham County, Georgia Prepared For: Dale E. Yawn, R.L.S. kiii.-ESSI'NAL , Susan C . Wy l l y 24 Island Creek Lane Savannah, Ga. 31 410 Ilbk,,,7� SUR`l�'.o� 912-897-6307 \-.k E �p� yown2510 @bellsouth.net Scale:1"= 20' Date: 2/2/04 S70°22'57"E 1 1 th. Street 60' R/TV 162.02' 570°31 '08"E 73.03' r,.( 570°30'00"E -- 65.02' G'fi Q �, Q 5 J Conc. 5.4"--\ g.8, (o Porch w N:(13 � Q I (Conc. At Lower Level) .' c)::`Q. rn tco^ 0 Oj I U C7 Q -f.. W i r 1S. o o Single Story {D °o �i tb I I�I Frame u 1 co o o l Residence I ;n o �, � o °j Wog 4 N. 'c\I c•J' Lot 5 9.5' 1 co r — Wood Conc. I c,,,?„. Platform Gr(►f 64.85' N701 4'50"W Martin H. Greenberg Pin # 4-0007-01-013 Plat Of Lot 5 & The Eastern 5' Of Lot 4 Of A Subdivision Of Front Lot 67, Ward 3, Tybee Island, 5th. G.M. District, Chatham County, Georgia Also Known As: 7 11th. Street Pin # 4-0007-01-003 FOR: C & B Enterprises, LLC LEGEND: ® cmf Conc Monument Found REFERENCE: ® ipf IRON PIPE FOUND 1. D.B. 357V PAGE 605 2. P.R.B. B PAGE 294 ACCORDING TO THE FLOOD INSURANCE RATE MAP 13051 C0326F DATED 9/26/08 THE SURVEYED PROPERTY IS WITHIN A SPECIAL FLOOD HAZARD AREA rur PQnPI PTV I irc MI 7fAIF "AF" ;,-,,j-,, ,!;,J.5 ,--7. , , 1 :C :!'y I' ,. ES,‘0:. .,,::;tc-':ri ';„ ,',:-. ',.::: -; ';..--`, -,:;*•;',-*7.'.' -. lq-atillEc,:41 on,-...,Db r. -. A- erepx •„':,i.ile at 11:;1-fira3s" STRUCTURAL STEEL NOTES - nT ,q,..4-. .. ) T m'iars Must'. ,f:::ny ':'..':',•::: ,:.:-, :::.--.:-..::, ::.:;':::::: '., .,•' ',:-:!:: Ci.:-,::.:'"!;:r . ) ,-;•:: 1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO RISC "SPECIFICATION FOR a- ,,s R,..?i;--•,,, „•.1,,,...: ::, ....,;',:: ,:,; .-.. r: ..: L.,-.. ,..,:; ::::,,:.: :::•-..,,-,i THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND GENERAL NOTE ,,- , ,,,:;:::,•- :;:;:v ,:-..=':' i.':,,,i.;'.:7:.'.. .— j111 1 NO.16. STEEL DESIGN IS BASED ON THE FOLLOWING MATERIAL STRENGTH& n A. W SHAPES A992-FY = 50,000 PSI MIN B. TUBES A500 GRADE B - FY = 46,000 PSI EXT.G GARAGE AND CARPORT C. OH ER SHAPES AND PLATES A36-FY = 36,000 PSI SILL ?:,:i .:,tiiifsi (-', ,- e' nm .IHE. AREA TO BE TORN OUT AND . 8872_,. 1_0-44 _;',.P.1:=III-V: ti-'.1=.; ,.'-:i',':::-. ..-':j..F. riftl 2. WELDING SHALL BE DONE BY CERTIFIED WELDERS PER A. W. S. REQUIREMENTS. USE AWS A5.1 OR REPOURED WITH 6" THICK A5.5 E70XX SERIES ELECTRODES, UNLESS NOTED OTHERWISE. FA WI I LI- s:3 -':::::C!-J-:::L._,2,_t247f,__ :=!Drrii:IN •• 5000 PSI, CMCRETE WITH Air) sitAli OF ':' firgil‘ fAiVi', ,::::::,-,:;kiikriT=, FIBERMESH. NEW COLUMN 3. SHOP MD FIELD CONNECTIONS SHALL BE WELDED UNLESS OTHERWISE SHOWN . LOCATIONS TO HAVE MIN 12* 3.5' x 3.5" x 5/16* TUBULAR THK:K CONCRETE WITH 3 — 15 STEEL COLUMN - (TYR) REBARS EACH WAY. MOM GARAGE FLW)R TO TOP' OF HANDRAIL ON• SUNDECK. APPROX 301. 0 0 • • L COLUMNS. TO BE CONNECTED TO • .:. FOUNDA110N.:WITH 12* X: 12* BASE PLATE . AND CCVJMNS TO BE BRACED AT FLOOR SPECIAL NOTES: AND C;EIUNG OF MAIN FLOOR. VERTICAL. COLUMN SPLICING IS 1:X14G GARAGE ARF-A ACCEPTABLE. IF SPLICING IS , NECESSARY, COLUMNS MUST BE CONNECTED. WITH FULL C PENETRATION WELD W111-I 4" x 4" 1/4* TUBULAR M _.D SPLICE PLATES. sTEEt. ax.uMNS — (TYP) FROM GARAGE .FLOOR TO TOP OF HANDRAIL: ON SUNDECK. APPROX 30'. - " COLUMNS TO BE CONNECTED TO :? FOUNDATION -WITH 1:2' X 12" BASE PLATE AND COLUMNS TO BE BRACED AT FLOC* 41 M AND CEILING -OF MAIN FLOM i , 1 OM 1E1=1. D NSTAU. NEW :. . DOUBLE 4 x 4 x " . ' 1/4 BEAM FOR • . WALL SUPPORT ABOVE. BEAMS TO ExrG CONCRETE CARPORT ila r riPltqL1918M1 HAVE CONNECTION uh ed ciao s „(-4 telco-'i. All Eta l inettal&-..,in;:u.; 10.1.S3:. PLATE ON BOTH comply with The Nt,,t;enal Ricetlic SIDES EVERY 4' O.C. , t;cde_,Ipp_g___.-7,61tior, am (-11 CLiecnoip Plai,,,:',. )-1E.':11:::; —1 f-L._ n Ft IT F---‘ :217,9aiefIaosodrzObtRur4 .710-r401 ci . . . combustion air. . s. :, ,,inI i:IJoiist ., ,.: vos.:t . mpI ,: ith Inil ,.e:natinnal ltirle:•,:, :ii V.e.c,,.. . .. , ',.. ...-:,,f'‘'.. . .xil.,rx,In'iniTh, EXT'G DRIVEWAY TO BE TORN . . • OUT AND REPLACED WITH PERVIOUS PAVERS. , ........ ., : , _ . -- .- SERVICE EQUIPM;._A- --- I.S0-..=.--.--E MEARS M241222230.70 ' CTRIG Means shall be puilding rovided oconcr oth to disconnect all Of -; -',.:''.:-..‹`,.;:,.•.:7::: ::-.‘, • :, fcroonmducters in a bw er structure the service-entranhae-tom • 141v/C.K ft• ''‘ . / - : . .. , -, i ALL WIRING, 11:' ER DESGN .E Rv I c 1NCWDED s ( P SAVANNAH RIVER DESIGNS, LLC , . now ED FOUNDATION PLAN 2214 HWY 119 S ,_ F3-2-A CHADWICK RZITTROUER ; , : C,;);no n t Code SCALE: 1/4" = 1 7 GUYTON, GA 31312 G .‘---alel nasal iiiamavi,Zaraas : foot SPW.,'E BELOW FLOCI 71.2`,Rinti (Ati.kotiel 91 2-547-5894 • . Finished floor elevation 1 Hydrostatic vents required to relieve v ',sr pressure In . minifnum above BFE. No interior SCALE: DATE- DRAWN BY: ' CHECKED PY: oclosed space',.7,1evi flood elevation, 1 equate inch of 1/4"= 1" • / 1/11/1 1 CRZ finishes., wails designed to allow ,..... vent requir:' !-.': vich 1 tli-nrato loot of floor alla, entry and exit of water, no mechanical TITLE jui Inril3I-aUL ,s mo.iil equimnt, only parking, limited storage Bottom of ..,;:..,.. ',:-.t ,— do I '.;,.)t of tho al-. .tion.Velds must he plo..:ed in opposito vies W RESIDENTIAL CONSTRUCTION FOR MR. GREG HELMLY F, rnply vitt The Geori,jka ,.''Ptate grid building access below EIFE, 1 prmit viate7 to flev,,.7, , SHEET # LOCATION: . . tAnd State c-fi ..'1- :-*- DRAWING # ' -, ci, endala2h::3 TYBEE ISLAND, GA A 1 , HELMLY 029 • _. -...... - • -ii:s.! •••••• •• , ;4!1.Ci::TC''171' `,.eht'f'.:c0. 0'111:73::L.1;'(;L: .f,=;•'''', --': •-f::?.f.'*.'i'i '.' '' telia.cl.riS,, and 0:!!7;14.1 .:!-pu-:-.1-.•-m4o.-11.t.. •.'.. i, . . . . . LIIANG AREA . 1. ', .'-:, --.::3-,-.:1fii..,,m 1-ii) °-,k*,',t iA-Titln:e •.ls'icz•ip i'.."5C.ii3.',1%.!;:i . 1-': ' '11-',:'‘ :. :::'-': :',:::,:','',-- .'.' :::':', '..;,';?::;2:, ? ..!,-1, '::',-.1*,i'lL'I'' • , 1 *44 -COrri bt 4447 soN) 41,1r4 3-ii‘akile W.•l' .. . 4 ' ViC-41‘,16 I o ,,'.,Aeli-4)-1 dess?,..."6 P-P7ia ,....-1 • 1 `5 Exrc WALLS TO BE illir!,lactic!:-Ii Ili-1*.taIiatiositii r!olie.:::, . • goi--;,-iply with Ills .,,Ig!on.„,!•11-1' . . • REMOVED. . . • • TUBULAR 7 ..::::ditii:r, a ild 11,tez 61 aeu!mia i's-i'f.`10(1f,11-1.:"Tli'.:2 . . . 1 . . . STEEL COLUMN-S -- (TYP) .. .-.,. ...- • FROM.GARAGE RIM TO TOP OF . . . HANDRAIL:(X+I SUNDECK. lizawIrdwir.--■■•■•-A irrii■Nr•Aim r- 7 -. — • "afi "1'1 -','1,5•,in:,,,i l'i..r.itelifi-t:-.:,i1„.1 iiii;.: APPROX 30'. . .. 6* x 6'1 COLUMN TO -:1 • . r....-..iy1„,,,, !.:11,!,1 !:-!0 tr.tiiiri!Aii)!Ini !Di!!vi-7-•''-- . , COLUMNS TO BE BRACED AT FLOOR • BE PROVIDED. I, ri • AND.CEIUNG OF MAIN•FLOM. *4 . --- ..: -• -.:.,...,,, ,t..e:e...:.:: DINING AREA N E**0 S Sk,k_k.4)LAS (1-, -r•- . . ,. . • t 1 . :- i . • ,..,: .P' KITCHEN BEDROOM • . , -.....-kgrAii.otrAearam, Niii..."4/01.4.6..■Ah.......imr.A.irdiort • P ,/,.:::,.•1-2,--F1-..-,.. 12 „1::: ''.,..1i1 -,..,l'.',=.•,,,'--i:i i..--T,f,,, L -Li.,:7777.72:7„-::C:-,-,.. NEW 3-0 x 5.70 g -:-.:',--7....::: 21 C.1.2 -Zvag, ::;-:,,C.,!::-,z ____ , . ,. ,_ , , .,. • i),:,:fi-..fs;;-.... iu., L.:.,.,-; ../...u-,;--,!---ip.T.: VANDOW • 3. OVE EXT% WALL li 4 1/2 BATH . fl P ir: 1-0-:)::,:.2., ,,-,afio,-2,. , Is,etlrooms, stmrsv.-rmr„. :' • NSTALL NEW WALL k! ra•t:rmt-,iiop. morrls„ cl:,-,s•,.:,,,,, ..m..•.vsys, Or similar t-ooms 31‘ - . t . r4 P ;::1'.:-,'M; '::1-.27,1! '(.;--.; -:)rotootod 1-f-, a listed z-ac-fPult oirotlit 4 • . P ''•••=: ;1":"..7e':. 0!•.)7•!*•:'-,i:-?`,Th-:-. t:r-i.)!.:::, installed I I to r.,-rov!c-ic .• . - -.. . . I .. i . . . • i-.:•:_•,m:-.. iu„ t.•;. Ll....; II NEW 2-8 x 6-8 . . FRENCH D(X)RS • . le COVERED PORCH MECHANICAL EQUIPMENT iN ATTIC . Shall be accessible by pull-down stairs or .: • permanent steps tigh R minimum of 20"x 30" • , • __ __,....,./..., SPIRAL STAIRCASE opening and a floored 22",,'.assageway to the unit and a 30" work platform at the unit with TO SUNDECK. ,-. • 30" headroom. A switched light, outlet and NEW 4". x 4* secondary condensate pan with a 3/4"drain line to . • P.T. 'COLUMNS - outside are also required . A • FE El n_ Fl r- • .. . . • . EVG 8* ; . .. . . COLUMNS—(TYP) • . . , ,....;.- 01;••1';,%e's' - . ; -,c,-. -;•••• -,:-:-..;.; 'f•:,-,.....-. , • • •sr •-'7.N..--...:, ... '. -.: i :. -.-:,---fr,..,:::.i .. • • FLOOR PLAN • • , tri, SCALE: 1/4" = 1 ' ;::.''''''--..',:,=-?.;:f:?7,-.1,7'F'' i.!1..2SS:1-iALFLME:::: eCION'.M;.UCTL:'), , \ -s, :,.% .•._.,.._:,.:-:76/ • . : , ii„ .- . n..&".-....A., - .. • .,,,,,;',,i-7::i AND 711-1EBLOCKED A.t.,3 Fil44Cli'l';•17i \ 'I'Vkibk itt.17:. . -. DESIGNS BY: . •. .• , . •: . SAVANNAH RIVER DESIGNS, LLC -- i CHADWICK R. ZITTROUER . . . . 2214 HWY 119 S ‘ • GUYFON GA 31312 -- } i . A . 912-547-5894 . - . SCALE: ,;. ,. DATE: DRAWN BY: CHECKED -BY- . . , . f • i • CRZ ' CRZ . , . • -i , : TITLE . . I I RESIDENTIAL CONSTRUCTION FOR MR. GREG HELML I Y • . . , . 4 . ' SHEET # LOCATION: DRAWING f • • - . A2 TYBEE ISLAND, GA . HELMLY 029 , , , ! 1 , . . . . • - . . . . •••,,,,/,---.1,*.,••-•• ---,....,...-.- -.... ....,,,,--.. ,..,........., .........,-. •.....-....-.. --... ...--,-- ! , . NEW METAL ROOF TO BE INSTALLED \ -Ana F r-F.R1,---Z1&; inG Ec.-,T, :""`,,! MI) '),{67i's 10-n .2ECI ln IN ',,1)7 Ai IJ-19iFZ EON F:':IPE:'.‘`,?:t''..:- V12-7112'''Ill':00.3,) liF_Ii,C;ONST ,L AL!, H'Tha iN 1'102 ErOWN;-I ?l'I ,,r.,...' FT,1 ;':n i;€7,It'i,-,=, 'iyi;NiM,,nliKInt'il; iiIIP ,'''' % ,,„= :,, i ,:c.,-,3:*4 t.':.-;1?4: :„:.'1'.a.);7"., %„. ' , G‘17• ‘2.,..a < . . . . • . i . : . .. Ki IO. • `... ; . , . •..1 . . * . : . ,.• ' • .,:; : . • : . •; . •i . ‘. ! . ' . ' . , / . • ' , ' 1 FFLOOR JOISTS I . i • r: , I i ... 2" x 12" P.T. 0 161 0-C /, 4 • ! : ...... i I :.1 ! + 't i . . I .. f 1 : . , . i . . 1. . . . • . i ! . . ,.! . %HEM PLATFORM --.. . 5/4" x 6" COMPOSITE -DECKING BOARDS :: . -EXISTING ROOF PLAN PROPOSED ROOF PLAN ,' PH;977:::.9 cil::•Flt•*:::.72-.?.5:]''::::.1::2'11 ' PROPOSED ROOF PLAN WITH SUNDECK [I SCALE: 1/8" = 1 SCALE: 1/8" ' = 1 SCALE: 1/8" = 1 ' , . . i •-, .e . . . 0 PRiFil ,..t • -I- . Ni ik' -.. ;) 4thit4t1S.'" : .0 .1 -v7I-C-../(R, LI.' ../ _..,,-."' . DESIGNS BY: • ,:: .:: SAVANNAH RIVER DESIGNS, LLC . . CHADWICK R. ZI1TROUER • , - • 2214 HWY 119 S • , . . GUYTON, GA 31312. 1•, 1 • 912-547-5894 . i : SCALE: DATE . I = In — - 11/1V11 DRAWN BY CRZ CHECKED BY CRZ TITLE - HA. t , . • RESIDENTIAL CONSTRUCTION FOR MR GREG HELMLY . • SHEET # LOCATION: . DRAWING # , , ' E . A3 TYBEE ISLAND, GA i HELMLY 029 ' t • . r . • . . • • • • , f :. . I • -1 • - ? '• i . .i . I 1 - EMERGENCY ESCATE AND Iii,-7.5etlE OPENINGS .1 1RC SECT. 31t) . 1 . • 4* x 4- ALL EMERGEV;If cAPE Mg) NICCUE OPENINCS TUBULAR STEEL SHALL NAVE A i.:11.*.i'I., ,.It'zi NET CLEO. OFtNING OF . ,;.;-.:..i --: COLUMNS . 6,7 80.13T EXCEPT GRADE FLOOR OPENINGS SHALL 36* HIGH :!AVE A MINIMUM NET CLEAR OPENING CF 6 SO,Fr, ‘,A raitn-5, 5:J ,,,,8, c, . / FIANDRAILING — ---,e,e-4-f-,-;--1,r)- --,...?„---..-.?---,4tr% T.,--;,,,,, ,........,, ,,, SUNDECK PLATFORM , 5/4* x 6* COMPOSITE DECKING qe,3C,.IF t,,,,..1*,_.,...,:i LI,....,, , ,--, .-,:;,,,k,r1 • .,:1-::-- - . BOARDS 11111111111111111111111111111111111.1 --..y.-: ,::-.:-:,,,,,,,,:....-,,,i,,--::_,:::::-.: ...ii ii i ii i ---:=-:::::: , • . , . . 11111•1111111111111111111111111 EMENDS:, .-.':;..:-':::::...:3:.::,:::q:::1,- 0.11001 _... .. . ..... FR.7. I , - ippippropp--1 , FLOM JOISTS 1 : 1111111111111, - -- - . _... . I 2tict rsi... 01.6. HOT 4 iiii°111. ---.411111i111 Of dill/ 1111111 ii li "....... • ,....... _ ____ ___: . .,_ , • , " . ......i., ,, ..::.....„... •.. ,......... .....--,77.71._.77:71-7-.::::,.:_ siii,?: :..,--:,•-..-• . ,, , , , ‘ .. : ,, ., , ..1 :.;,. : ili,T; , . 14111:7011 Hel% --.....-:•;: :.: :: ,.. - .-:... .: . . . . . I'll ' al _-.„--.—...------- rill : : 1 1.• ......__. .._-___---..--- 11111111111.1111 ' • 1.11110111..,.., 5 - . .. . .. litill ! Ii ...--- -- -Mff. 777.....77 :=11 : Ill .. . ..,1 I,: 3 . .,.. :- ,, . .: , 1111 • 11111 . ...........___ _ ___ _ am ll . ,, ,i'';',!,1111- Iii°,,''.!::.,,'....1-''' . -..: ,.. ., . : : :;'.,.,:.:..::• ..;:..,...,:.-..: i.,,,, ,,,:,,,l,„,,..,--!,.,,,,,,„.:,,,;, , ,,,,,„,.0,,,,;„:.:,,•:;:,,,,,, .:).,,,,:,,,,,,,, 111111111" •?: ? ? ••- ••• .. . .... :, • b. t?- 4* x 1 . . . NMI , 1111 : 1111:111 ------i MMINNOMNIWO .. i ' ■ TUBULAR STEEL .,__ . surisig . maran ,_,... ,, ;, ' 111 7 I 171 11 –1 I i i --11 { I ri Is 111 si II 111111 I'll I 111 I II 1111 111111111 1111':. 61111111:11i- i I; i II i i i I i i 1 a I I 1111 1 III 1 I I I I I ill II 11: .' II-ill---- ''''' Li': ' 1 ...' '..4: :.::7r.riE:sit;:z..;' a:oLi1;:.'F.;:::::::ri'.:: ! : ::?::-''-.':'-.:'.':,t,°: . ,.- i',',:::.::::: ''.-,:::.:;:::::,, , • 1 ....,,.. 4 NI oli, ! 1V1 ii! me Jr Jig•Or. vi . wi•sv Am. . II.)7% 11. M. J1 I. o. At . wi *, M PRESSURE–TREATED b - ‘ - - smaiii ' Milli i'ii - :i,': ',.1-i-- .- -- 4(A m • LUMBER CCLUMNS 1 li :. il :11 1111 ii 11111111 / 111 11 111 111 1111 - 111111111 iti ;;;.„ III III i s '', [*4:.=,--) szoNi, Fttesi FL; 4 1 .11111i.1,111. : 11,11 "Atli IF 41 i, illiiiill NIP 11111111 :' ill ;Aii.81111,11 1,e.ni..i . . , . ,::•0; .fi-.,,:.-;-r--,--„, I I in,--,,...--- 11111111111111111. 111111111111111. , , , 1ST FL COLINS HT. 4 I . . _ . as 1, i . . . , . . : l‘' illt4:70104 Mar 4 11119111111111111111111 1111111NOIN 1 i =aIIIIIIIIIIMIIIIIIIIIIIIIIIn11111 1 1 1 . . ' II, I _.: . ' .. MI ......."••••.7 ' ir' _ ; . war...ow. " : '' : :: .'': Pi PI 1 ' i ! :i ,' ,i i -, ., . i -• ' . . ! r : , , , , ,! 1 ,: , ,, : i . . . , . ; 1 : • i :. : , , LarfjPist0p-silielo:!--„aiti.i .o..:',1 ,o...,,-.;-,i-, -.,',. .'''-, :'.:---,''''-•°- -':'-:'-'. ''''' . , . . ,. ... . . ,..., _ . , . ,. . - 44 ....1 11111M1111111 1 *$ ii111111111111111111 allININNIN 1 _ ; : ; ! - 1 I ; , : • . i ' IIIMMIIIIIIIIIIB •, ,..: I, Ili ,,! ;F: '' 11111111111111111111 ! . fall. .. to .on FIRST FINISH FL - 1111111111111111111111 III - I i 111 II _ Va • "OM 0" ;#1100P COOL _,, pit .•-.-.,, , .. ._ (:)` " ii:2:•::. , .. a 0.-. ....':.... ,:-,;;;',4„ : • . . , . • . : :is,•.. ..a-4,.. Av.- ::$41.•I. 3. a At..;-* --.,4.y: i .f .. .1 it: •''41V60.-,...;::i•C'. ' . \ (:)1414 iiir , MC 8,3,?,,, MOM - 30.PAN,olow iTgem-4m. CK R.,' / i - ? earticio8(palling arous)beneath habitable rooms - /' shall be :separated from all habitable MORIG abwe by rmt loss than 5/04nott "Type X gypsum board . . . FRONT ELEVATION or equivaient. DESIGNS BY: . ' SCALE: 1/4" = 11 SAVANNAH RIVER DESIGNS, LLC I • . . CHADWICK R. ZITTROUER • . 2214 HWY 119 S . GUYTON, GA 31312 912-547-5894 CHECKED 'BY SCALE . 1/4 = 1" DATE: 1 /// 1/1 1 DRAWN BY: CRZ CRZ TITLE RESIDENTIAL CONSTRUCTION FOR MR. GREG HELMLY . . . ;. • i'. . SHEET # LOCATION: DRAWING- # A4 1YBEE ISLAND, GA HELMLY 0. 9 V . _ . . . - • . .. , .. . , _. ..._,......,.._ _ _ . . . . • ; •- IERrICIERSGECENTid`3111(ESCi;7: ?..Ni7i iiFSCUE OPENINOS ':,:j . . . . ALL EMERGEN•;,,f rf:'.:%'E AND '.:(•'•CUE OPENING'S i- SMALL HAVE A ;?ii ,':`,:.1..IM NET C,I.EAR OFNING OF . . ••,, 5.7 SO,FT.EXCEPT GRADE FLOOR OPENINGS SHALL ,.;4 . 3 . . • OAT:A MINIMUM'NET CLEAR OPENING CF 5 SO,7„ .--:.-: :•.,- ; • - i SUNDEQ( PLATFORM , 4. x sla . . . . , ,, • i 5/4* x 6 COMPOSITE DECKING : . TUBULAR STEEL 36* HIGH • BOARDS :. - • • • I CaUMNS / HANDRAILING . • . . ; . • " :: -,-'.. . ... -... 11111111 11111111111 1.111 I:1 1.111 . . . •, , i 'i-...:i.:.• !-.*:::;;. 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III:i 11 I ` ''. :.''''':;''.:H.;';''':''':'':‘'.'''''''t'Pl '''':5' ''..7*!:'''...'l'i':ft!-'1.!;'';.■7,4''.'75%.K.'T..i::.::7;),r'1:;:r':;■.''':.'. .L I ■ 1 • I . : 11 I II1111 111 _ ' .._ _ 1 111U ' . • 1 ! . eh• • • • - - firm iiiiittotii.mi oart muift-iimer I III 111111 ' III .. _ . . , . . Ou P.44VP....40... i -• -'OW- •W , 4/ ! '1431ff ‘V:.' .4,,,,!' .....? 7. . . . . • ft ki,N _,61..., f;Ne.k -.So‘hk--Nr.- klies\-- . A......— o, ,-,- • . • \ _To _...,,,,i0. ,:,,,it• . .. ...„, • N ',... F. . • Aft•V C.7% i'lc Sec. RSOD.2 - SEPARATION REGUIREC. . 1 . • b4\16- -- 64' \-\36kl*S6' j‘j‘\\ Garages(parking areas)beneath habitable mama' , . shall ho separated from all habitable r001119 aimm DESIGNS BY: . , . LEI- I EL.EVA-TION 1. Lk. c,)e...1c41...e.-._\...t.,-- to60 esm -0-04.-- by not k,,ss than 5/8-Inch Type II gypetna TlaRth7.."1 SAVANNAH RIVER DESIGNS, LW • .:; . . . $,f 2 nr equivalent, ,.. 1 --- i's- V-3 '\\ CHADWICK R. ZI I IROUER . ,. . • SCALE: 1 /4 = 1 , I.E.sb&- ...-\ - sir-,..s . ,t--.. i• • • 2214 HWY 119 S • .:I N.T..c- Q)-6- - --.r.SCI-- „Seck.A 0 i r e 1\I . . . , GUYFON, GA 31312 . . ,i-o osNers- 04-66- 6 N\''d 912-547-5894. . . . .., ., . ,. , . .. . . f SCALE: 1/4.= 1" DATE: DRAWN BY: CHECKED BY: c5s •A\g 7-- 57)-5 s 16,4--- - 1/// i/ii CRZ CRZ ... 'TITLE , RESIDENTIAL CONSTRUCTION FOR MR. GREG H. ELMLY • .,. . .. SHEET # LOCATION: • , A5 TYBEE ISLAND, GA HELMLY 029 . . •i . . . . • . . , . . • _. . - .., . .• - ..._ _. — — ■••■••■■■••••001.111011411.1*1011410.1141.• —— — — -- —— -- -- —' . GENERAL STRUCTURAL NOTES t) hi%UK 10 COWORM 10 IRE scooneas OF THE m 4)DERE CRIB* own (A) PITERNATICUM.FE:CENRAL CODE-2006(RC-2006) FLOW LPE LOAD (II) STANDARD FOR HURREME RESSTANT IESDENUAL FLOCR LK LOAD =40 FSF CEMSIRUCBON(ssa-to-s9) EMWONY JAE LOAD AREA<100 Fr2) =60 PSF - TYPICAL EXTERIOR SHEATHING NAILING PATTERN (e) WOOD FREE COETRUCTEN MANUAL FOI OE ME &LOONY JAE LOW(AREA>100 Fr z) =100 PSF ROOF LIVE LOAD ROOF ITC IND =20 PSF gOOF SNOW LOAD TYPICAL EXTEMOR 1013 NAILS AT 6" =0 PSF I ROW CF 100 NAILS Y. con sow Lav(PO SHEATHING PANEL AT 3°HORIZONTAL >,--- VERTICAL SPACING AT 2) VISTAIIE0pREssuREs11"4:VISS3ZolICI:T97iNeSitay5riliGITSEOTHs50NECA(199:::111:000.10T4HIGH-APIFOSIBEAu314:CI 0 FSF (REF. DETAIL AT SPACING AT Tr PLATE E00E(TVP) COIFIMNCE SHAM EE NOME OR STE FER EACH WOK RAT ROOF MOD LOAD(Pt) 1. =LO RIGHT FOR TYPICAL DOOR OR SOUGHT AT 11E FRAMING PISPECER(WID IFELE SRN MOE FACTS1(Ca) =tO COMM SHEAVING 602A1,602A2,607A3) SEW LOAD IMPORMICE RCM(18) MBE PATTERN) Ill • z ' . '452''EXTERIOR =to SHEATHING BEER FACER(Ct.) 3) IF/EPROM DOORS,MOM OR SOUGHTS AFE NOT USED. • • • DEN WO SIRUCRAM.PANELS MUST DE PROMO)MR EACH ELWIN. -- SECOND FLOOR JOIST CEENIE.PALS WU.HAVE A MILE THICEESS W 7/16 8FSC IDE S'EED = 130 14PH FRAMING MOE TOD NAOS AT 4- --„,.....„.......:,, • INCHES MID A MENUS SPAN CP 8 HIT. MOS OUST EE IMO worm=FAO=Ov) (VERTICAL STUD WALLS HORIZONTAL SPACING was AR 12. MUT 10 SIE WE ATTACHMENT 11PRAREE FIRMED ME IND DPOSURE = C MM.NOT SEWN AT EACH END OF ■. • • • ,......,/ -1°°1ERTICAL SPACING NUMBED SO THAT A HOWOWER VILL TE PSI 10 IDENTIFY INTERNAL PRESSE6 CCOHOEff(G4.11) = ±0.18 FOR CLARITY) EXTERIOR WADING AT PANEL SPUCE 1. I t I I 1 I I ) I I 4 AT INTERIOR STUD OW) DE PROPER MOON RR EMS PONS- WIC 301.2.1Z NE COMPONSITS k CADDIE PRESSURE: WU 0 40 PSF , , , (PRCPADE 2X BLOCKING . STD 604) WM AT COOS = 48 PT ori DIEM COMERS) F- ' —r-1-1-- --1—1-—1 AS REGUMED) ROOF = 36 PSF USE COICINUOOS - N_-I......L.._11_1__ —I......1__A \. • • ROW AT EDGES&PEP& = 42 PSF(10'FR U ED &PEAKS) SWATHING OVER ROOF AT cows = 42 PSF(IV FROM,COMM) SECOND-FLOOR • • FRAMEG . . . m : •514:68BEE-WILIM . INSTALL Fr arm um)was. *SI/MOORS"FONESVE(PRWRICT i MOWS EN-602 ME U4-902) AT WM N.... * ' ' o ALL 3* ME ROW SPACING ROM HALM -IMPACT Ream.GLASS W MUSED R)R DIS STRUCTURE MI 2 BOMB OF 100 NAILS . PATTERN Locxnats w,"10d COMMON NAILS 0 Er max AT e HORIZONTAL tionettrm.SPACING(BM REED SPACING Al 8011D • • tX/1.FROM NAME READ ipsr tx STAGGAR JOINIS PLATE(REF. DETAIL • VOILE FOR INSPECTION)- HORIZONTALLY FOR HAIRS PATTERN) .._ , , " TYPICAL ExTERiOR SHEAT4400 HALM PATIMN WICALgtanteSMAKAgain NaN-511:461 , _ ,-• . *MUMS* *MIMS* M. Waal* INCLUDING SIMS INCLIEWE SLAMS - :4- Vilr,,DCSTV`14,1 DW.1::.'''.. ANK, 'ail I,Till 1. NALRE PATTERN SPECIFIED tS DESIGNED 70 TRANSFER UPLIFT FORMS TO FOUNDATION REAUDILIM AV 114ERAMED Ple SWERAMRSI kJ LT' 2. SHEATHING WAY BE german VERTICAL OF HOIOZONTAL at43284MX ROC PROW( FRONT were ,, TD 1O99 TABLES c,,02:Xl, ,t,121:,.,0!,,,1-0,S,,it Li . 3: IANIMUM SWATHING SECTION 70 BE 24'OTHER THAN AT TOP oft 410TIOM PLATE iPIIHIIHIIIP*IZ h 4. WAWA SHEATHING SECTION AT TOP OR BOTTOM PLATE TO E1E 413` KM ROW ZONE(4) ZO1E(5) 20tE(4) 20ME(5) 201E(4) ZONE(5) AtiD int ',131,2:1.2 : HECHT , (3) --4- 15' DP 35 OP 45 DP 4O DP 50 0P50 DP 60 (5) 2tE EP 35 DP 45 FP 43 DP 55 DP 513 IP 65 ° 25' DP 35 DP 45 OP 45 CP55' - 0p55- DP 65 4 . Amur 0 30• - op as DP 45 EP 50 EP60 ro,ss DP 70 a 35' EP 35 EP 45 EP 50 EP OD Wf 55 OP 70 40* W 40 DP 45 re so EP 65 W_60 DP 70 ' ZCW LOCA11016 1A4 VOITZI--0- -- 4 16i6 7.0-47-‘7170 E.7,TERIOR WALL FRAMING • 4I, , DP"40 EP 50 _ W 55 EP 40 50 W.55 CP 65 : W€0 OP 75. EP Y.;,, o.Pitticillile,r°Di\lvVIEf ::;:: A:'t1'E 'i :.11.;11L'I':; no SECT, R602 AND $$TD 10-99 SECT,SOS. . ,, THE., LENGTH OF SHEAR WALL NEEDED Ma 1. DEER PRESSURE(OP)WES ME 1351E0 Di POUICS/93UME FOOT(PSF) - MUST SE DETERMINED BY THE HOME ROOF HEIGHT MD LS AVEMRE17 FROM WADE TO 141AFIMY UP 11E DESIGNER,MINIMUM THICKNESS ROOF 1 4=111601 CC ZOIE(5)LOWED PT DE COME OF 11E=DIE A : '=•-• (SHEATHING & ROOF DECKNG) (MEE EP DE MOWS CRIB* ;!, .: 1.5/32.INCHES. F. • TITE SWILLS OF DE R11.01160 .- i. 10Z OF THE t( ROMIKUL IMEISION L Olt 4b ',- .. EL EMT NOT IISS OM SW MGR OF ESHER OF TIE FOILOIME I.4:OF DE LEAST HOFER:111K 011113WEN , ii.Olt 3 FEET s.../s".,i'6iiii,..4 99stiEtCTri:3'7.14i:315 , WINDOW AND DOOR DESIGN PRESSURE (IW) RATING ' ti.TS. lilindows and doors she! not be installed near corners with' in -, i 2"7 riches for 8 feet wag he! ht g and 34 Inches for w 10 feet e'wall height, Double Studs at, r . ' .....„ .1. , : - , . .-. . . , . . 0 :p-ifFEsalmAL ....... ......... . DESIGNS BY : SAVANNAH RIVER DESIGNS, LLC CHADWICK R. ZITTROUER . 2214 HWY 119 S GUYION, GA 31312 912-547-5894 , .f, SCAI F j DATE: DRAWN BY: CHECKED BY . . • N.T.S. 1 1/7 1/11 CRZ CRZ . . TITLE , RESIDENTIAL CONSTRUCTION FOR R. GREG HELMLY SHEET # LOCATION: DRAWING # S 1 TYBEE ISLAND, GA HELMLY 029 . , ...._., _ ... _ ...,,,awr,..wan“.......A..... .......,....m,.../ "". ..........,•,,,,, STRUCTURAL S I LEL NOTES 1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO AISC "SPECIFICATION FOR .. THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND GENERAL NOTE NO.16. STEEL DESIGN IS BASED ON THE FOLLOWING MATERIAL STRENGTHS: A. W SHAPES A992-FY = 50,000 PSI MIN B. TUBES A500 GRADE .B - FY = 46,000 PSI EXT'G GARAGE AND CARPORT C. OTHER SHAPES AND PLATES A36-FY = 36,000 PSI AREA TO BE TORN OUT AND 2. WELDING SHALL BE DONE BY CERTIFIED WELDERS PER A. W. S. REQUIREMENTS. USE AWS A5.1 OR REPOURED WITH 6" THICK A5.5 E70XX SERIES ELECTRODES, UNLESS NOTED OTHERWISE. 5000 PSI CONCRETE WITH FIBERMESH. NEW COLUMN 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED UNLESS OTHERWISE SHOWN. LOCATIONS TO HAVE MIN 24" THICK CONCRETE WITH 3 - #5 REBARS EACH WAY. . ❑ ❑ L SPECIAL NOTES: EXT'G GARAGE AREA VERTICAL COLUMN SPLICING IS ACCEPTABLE. IF SPUCING IS 4" x 4" x 1/4" TUBULAR NECESSARY, COLUMNS MUST STEEL COLUMNS - (TYP) BE CONNECTED WITH FULL FROM GARAGE FLOOR TO TOP OF C PENETRATION WELD WITH HANDRAIL ON SUNDECK. R • ❑ SPUCE PLATES. APPROX 28'. `k. 4 COLUMNS TO BE CONNECTED TO .` FOUNDATION WITH 12" X 1 2" BASE PLATE AND COLUMNS TO BE BRACED AT FLOOR AND CEIUNG OF MAIN FLOOR. l• ml Im II INSTALL NEW DOUBLE4x4x 1/4" BEAM FOR 12" THICK 5,000 PSI CONC WALL SUPPORT ABOVE. BEAMS TO EXT°G CONCRETE CARPORT HAVE CONNECTION PLATE ON BOTH SIDES EVERY 4' O.C. n n n n I- EXT'G DRIVEWAY TO BE TORN 7 OUT AND REPLACED WITH PERVIOUS PAVERS. Q Ft O ;`,.., 8 TRICK 5,000 PSI CONC FOR STAIR LANDING AREA. n p �}FESSION� 1 oi, AfciNeti :,Q 'ick t3.Zoo DESIGNS BY: SAVANNAH RIVER DESIGNS, LLC CHADWICK R. ZITTROUER 2214 HWY 119 S GUYTON, GA 31312 912-547-5894 FOUNDATION PLAN SCALE: DATE: DRAWN BY: CHECKED BY: SCALE: 1/4" _ 1 � 1/4_�_— 1 11/11/11 CRZ CRZ TITLE s . RESIDENTIAL CONSTRUCTION FOR MR. GREG HELMLY i SHEET # LOCATION: DRAWING # A 1 TYBEE ISLAND, GA NEWLY 029 U t .. .. . ..�.. - .. ....... .... . . -_.. ., ,. ., .... .. .. y. ... -.. .ur.... .... . ..., .y,. .. .0 .r-_..._. .. _ .. .ta-sx ^.�.eeV^ � ^•�Y �'m.—I_^'.°'^.`ry .^+�+�..'^�'.a-.:s_ UVING AREA TUBULAR 1 ..-_. STEEL COLUMNS - (1W) 1 1 FROM GARAGE FLOOR TO TOP OF 0, 1 - HANDRAIL ON SUNDECK. .1 EXT'G WALLS TO BE I!' APPROX 28'. REMOVED. 8" X 8" P.T. COLUMNS FOR DECK.- (TYP.) CLUMNS TO BE BRACED AT FLOOR 7 AN OD CEIUNG OF MAIN FLOOR. 4-3/4" ANCHOR BOLTS PER POST .4 EMBED ANCHOR BOLTS MIN 6" IN CONCRETE. . ILINFAImr--alapsarilm.rAimpr- -:-2_ _- ATTACH WITH L 4" x 3" ANGLED STEEL. X -1)\j ■ fr 8" x 6 COLUMN TO BE PROVIDED. ::1 14. 4i. 1 I 1 , SPIRAL STAIRCASE TO SUNDECK. DINING AREA , XI O' KITCHEN BEDROOM 1111121110111/2111101PAMMI■1111/ :111■■•■■4111111/411WAIMPAIMIVAIMPI IMOVE EXTG WALL _ - 2 x 10 P.T. FLOOR, . JOISTS FOR DECK. INSTALL NEW WALL I 1/2 BATH FOUN - AND \ - HANDRAILS V 14 >I.,- 1 ilimusam.:, 1 I - REQUIRED FOR STEPS AND DECK NEW 8-0 x 6-0 MIN 36" HIGH SLIDING DOORS • COVERED PORCH -1 n n fl n E. \EXT'G 8" COLUMNS-(TYP) ' , •t-,, ' c ' No 85:,,-)'. FLOOR PLAN SCALE: 1/4" = 1 ' DESIGNS BY: SAVANNAH RIVER DESIGNS, LLC CHADWICK R. ZI I I ROUER 2214 HWY 119 S GUYFON, GA 31312 912-547--5894 SCALE: 1/4"= 1" 11/11/11 CRZ DATE: DRAWN BY: CHECKED BY: CRZ TITLE RESIDENTIAL CONSTRUCTION FOR MR. GREG HELMLY SHEET # LOCATION: DRAWING # A2 7YBEE ISLAND, GA HELMLY 029 _ _ ___, ___....___. _ ___ --+..^...,..rn , - '..----*•^T+,,,,,,-,rs-,-metvavn-•- -,1,-...v•-*a.■■■ -"-*-•„ 4.,,n.....,■.+n,,...-- i NEW METAL ROOF TO BE INSTALLED \ SUNDECK PLATFORM 5/4" x 6" COMPOSITE DECKING 4" x 4" TUBULAR BOARDS All // 2 41W Iv- STE,..E_ILE BRACING. Air // . 01111111° , FLOOR JOISTS T7 2" x 6" P.T. 0 12" 0-C. ON 4" x 4" TUBULAR STEEL 0 MIN 5' 0-C. EXISTING ROOF PLAN PROPOSED ROOF PLAN PROPOSED ROOF PLAN WITH SUNDECK SCALE: 1/8" = 1 ' SCALE: 1/8" = 11 SCALE: 1/8" =-, 1 ' x - I. .- -, . %iv • ,.. I 85. .. . . / 7i10 * P';1 co t. , cci .• . • * 4., „j4' GiNES - -. 0 . • R, 7 .,./ 'DESIGNS BY: „- SAVANNAH RIVER DESIGNS, LLC CHADWICK R. ZITTROUER 2214 HWY 119 S GUYTON, GA 31312 912-547-5894 SCALE: DATE: DRAWN BY: CHECKED BY: 1/8"= 1" 11/11/11 CRZ CRZ , TITLE RESIDENTIAL CONSTRUCTION FOR MR. GREG HELMLY SHEET # LOCATION: DRAWING #. • A3 7YBEE ISLAND, GA HELMLY 029 1 • 1 4" x 4" TUBULAR STEEL COLUMNS. ANGLE BRACING 0 3 COLUMNS FROM COLUMN TO DECK PLATFORM. • 36" HIGH . - HANDRAILING . SUNDECK PLATFORM / 5/4" x 6" COMPOSITE DECKING I BOARDS _...arigrowsiminsim-u-ii. , . FLOOR JOISTS 2N17 GLOHOT ON 4m x 4" TUBULAR STEEL _ , 0 MIN 5' O-C. I , "dill II I FL. . ”111101r11111 dill1111411111 Nr----- 4 .. ..---1.111111111111Fr'd114 _______ 7A11.11111.1111111.11.111C11111.1111101111111111.4 _71...__________:—_—_____--_,T7__-_—__—_—_—_-1 . ------- 1111111 -— -------,------:---- • -- al .....__ ' i $4,111400104 HST. por.._: _____ 1 __. _. ...... __ ___._. ...._. , i 1 11,111 ...1.- 1 ill limit ._ :___ MI ! ..i „..... .1 4 ) 1- meow a 11,11111LJ -4. ' -- 1 i --.-- I I. . . . ER , I __ .._..... __ IR ; 1111 ! _........ $J2Lho ..._. _. ._.. . 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C.ZILINtS HOT. 1111111111111111111111111 I 11111 , II N. + 11111.11111111111111111 : 1 4...41:VMS; 1 11.111 frslINI701^1 SST. =MEN . m4.- • _. : . aromme : Nil - 1 II , I at 1 ..4Y 7. I „ 4) 11111111111111111111111111 I 1 I• 1 all _ , a ____ il • #. g FIRST FINISH FL 11111111111111111111110 ill_ 11 il -. oe. itio n • ; b" 110017 COL. ....‘'.. 7 , tp - i 0 pR: • es i + e ' . 1. ES,§LQN . . 0 'irsim 4. : 4" t3IIVEVik # "....1.,. 1 \ 9 1?• Z 11111P ../- FRONT ELEVATION DESIGNS BY: SCALE: 1/4" = 1 ' SAVANNAH RIVER DESIGNS, LLC CHADWICK R. ZI I I ROUER 2214 HWY 119 S GUYTON, GA 31312 912-547-5894 SCALE: 1/4"= 1 " DATE: 1 1/1 1/11 DRAWN BY: CRZ CHECKED BY: CRZ TITLE RESIDENTIAL CONSTRUCTION FOR MR. GREG HELMLY SHEET # LOCATION: 0 DRAWING # A4 TYBEE ISLAND, GA HELMLY 029 . . . . 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GREG HELMLY SHEET # LOCATION: DRAWING # A5 7YBEE ISLAND, GA HELMLY 029 ....„,,, ...,___ .1*--...--.......verVagli - .-eto■das. - -...,...,............ .....,,,,,.-. ......,...,.., - --. '''.-.--.-. --„, ...,...............■ ............-- - ---..- - • GENERAL STRUCTURAL NOTES 1) ALL M3 C TO CONFORM TO THE RECOM EN1S OF THE FOLLOW 4)DESIGN CRITERIA , (A) INTERNATIONAL RESIIEN11AL CODE-2006(OLC-2006) FLOOR LL4E LOAD (8) STANDARD FOR HURRICNE RESISTANT RES 1WFN11AL PSF TYPICAL EXTERIOR SHEATHING NAILING PATTERN CoNSIRUCHON(ssiD-10-99) L ( <100 ) =60 60 P PSF (C) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND BALCONY LIVE LOAD(AREA>100 Fir) =100 PSF TWO FAMILY DML U S(1995 58C/11314-891) EDtirON) ROOF 11VE LOAD ROOF Li4E LOAD =20 PSF TYPICAL EXTERIOR 1 ROW OF 10D NAILS 2) ODORS,GLASS DOORS,&SKYLIGHTS SHALL BE APPROVED AM SHEATHING PANEL AT 3 HORIZONTAL 1013 NAILS AT 6' INSTALLED TO CO4FLY WITH BOTH NEGATIVE AND POSITIVE ROOF SNOW LOAD (REF. DETAIL AT AT r H RI TOP PLATE VERTICAL SPACING AT PRESSURES AS REOLN BY SS1D 10-99.DOCUMENTATION OF GROUND SNOW LOAD(Pg) =0 PSF RIGHT FOR TYPICAL EDGE(W) COMPLIANCE SNAIL EE AWAKE ON SITE FOR EACH VRIDOW, FLAT ROOF SNOW LOAD(Pt) =O PSF EXTERIOR SHEATHING DOOR OR SKYLIGHT AT THE FRAM REFECTION.(SSTD TABLE SNOW EitPOSl1RE FACTOR(Ce) = 1.0 NAILING PATTERN) i = 1.0 ` � EXTERIOR tIO2AT,6O2A2,602A3) SNOW LOAD N�oR:NICE FACTOR(Is) l—SHEATHING DONAL.FACTOR(CL) . . �''• 3) F APPROVED DOORS,WIDOWS,S,OR SKYLIGHTS ARE NOT USED, =1.0 SECOND FLOOR JOIST FRAMING BEHIND OPENING.PANS NIL HAVE A MIRA N THIC1OESS OF 7/18 LOADS WIND SPEED = 130 MPH INN WOOD STRUCTURAL PANS MUST BE PROMO FOR 100 NAILS AT 4` BEHIND NOT STUD SHOVWUNN A HORIZONTAL EN VERTICAL NMLS AR t2' WO F �) = C SZE VIM CINCHES AND A MAXIMUM SPAN OF 8 FEET. PANELS MUST BE = T FOR C AR1TY) EXTERIOR SHEATHING AT INTER SPACING IN1 D SO � I i t I t � t t I � AT INTERIOR STUD INTERNAL PRESSURE COEFFUCENT(Gap') = 1.0.18 AT PANEL SPLICE OW) THE PROPER LOCATION FOR EACH PANEL (RC 301212 AND gAppg PRESSURE WALLS U— ' -' '--u— �- -�—y-—y ((PPRO REQUIRED) WALLS SSTD BO4) wAlts AT CORNERS 48 PSF(to'FROM CORNERS) •USE CONTINUOUS ROOF = 36 PSF SHEATHING OVER n— —H--'�— g——� — '� SECOND FLOOR ROOF AT EDGES A PEAKS = 42 PSF(10'FROM EDGES&PEAKS) FRAMING • 1 ROOF AT CORNERS = 42 PSF{10'FROM CORNERS) . • • a ALTERNATE METHOD: • INSTALL r BEAD MID NAILS® • `SUBFLOORS' ADHESIVE(PRODUCT • NUMBERS LN-602 AND LN-902) AT ALL 3' SPACING ROW NAILING lIES:ICT RESISTANT CRASS IS MIMED FOR MS STRUCTURE. 2 ROWS OF 100 NAILS PATTERN LOCATIONS W/SINGLE ROW AT 4`HORIZONTAL 10d COMMON NANLS'0 6' MAX STAGGAR JOINTS SPACING AT BOTTOM HORIZONTAL SPACING([9Q11s BLEED OUT FROM ADHESIVE BEAD MUST 8E• • /•(---HORIZONTALLY FOR NAILING PATTERN) VISIBLE FOR INSPECTION) JYPICAL EXTERIOR SHEATHING INSTALLATION PATTERN. tigESL S rtgaffii t • C• s ti 1. NAILING PATTERN SPECIFIED IS DESIGNED TO TRANSFER UPLIFT FORCES TO FOUNDATION ilN ISMS IiClt)DING ISLANDS 2. SHEATHING MAY BE INSTALLED VERTICAL OF HORIZONTAL AND WATER/MARSH AND WATER/MARSH 3. IOWAN SWATHING SECTION TO BE 24' OTHER THAN AT TOP OR BOTTOM PLATE FROM PROPERLY FRONT PROPERLY 4. MINIMUM SHEATHING SECTION AT TOP OR BOTTOM PLATE TO BE 48' MEAN ROW ZONE(4) ZONE(5) ZONE(4) ZONE(5) ZO#E(4) ZONE(5) 0 h MIGHT 15' OP 35 DP 45 DP 40 0P 50 0P 50 DP 60 ® ® ° 2O' DP 35 DP 45 DP 45 DP 55 DP 50 DP 65 0 ® 25' DP 35 DP 45 DP 45 DP 55 DP 55 OP 65 a 30' DP 35 DP 45 DP 50 . DP 60 DP 55 UP 70 ° 35' DP 35 DP 45 OP 50 DP 60 DP 55 DP 70 • 40' DP 40 DP 45 DP 50 OP 85 DP 60 DP 70 jQM LOCATIONS 45' OP 40 DP 50 DP 55 CP 85 DPW DP 75 50' DP 40 UP 50 DP 55 DP G5 DP 60 DP 75 WILT 1. DESIGN PRESSURE(OP)VALUES ME LISTED IN MSS/SQUARE FOOT(PSF) 2. h=MEAN ROOF WIGHT AND IS TEASED FROM GRADE TO HN.JWAY UP THE ROOF 3. a=LENGTH OF ZONE(5)LOCATED AT TIE COINS OF THE BURN G A DSUNCE OF ME FOLLOWING CR1TERVc A. THE SMAUER OF THE FOtI.O L LOX OF THE LEAST HORIZONTAL DIMENSION L OR:4h . B. RUT NOT LESS THAN THE URGER OF EIMER OF RE FOLLOWING: L 4X OF TIE LEAST HORIZONTAL DRENSKAV ii.OR;3 FEET WINDOW AND DOOR DESIGN PRESSURE (DP) RATING ' N.T.S. ' • c.,0e I ri 4 Cle, _ 22@5, Z P'irFEiSION/IL : .— . ©ly/Ck t31NVE'��'A0� R. Zt DESIGNS BY: SAVANNAH RIVER DESIGNS, LLC CHADWICK R. ZITTROUER 2214 HWY_ 1 19 S GUYTON, GA 31312 912-547-5894 • SCALE: N.T.S. DATE: 1 1/11 1 I DRAWN BY: CRZ CHECKED BY: CRZ { TITLE RESIDENTIAL CONSTRUCTION FOR MR. GREG HELMLY _ s SHEET # LOCATION: DRAWING # S 1 TYBEE ISLAND, GA HELMLY 029 STRUCTURAL S I EEL NOTES 1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND GENERAL NOTE NO.16. STEEL DESIGN IS BASED ON THE FOLLOWING MATERIAL STRENGTHS: A. W SHAPES A992-FY = 50,000 PSI MIN B. TUBES A500 GRADE B - FY = 46,000 PSI EXT'G GARAGE AND CARPORT C. OTHER SHAPES AND PLATES A36-FY = 36,000 PSI AREA TO BE TORN OUT AND 2. WELDING SHALL BE DONE BY CERTIFIED WELDERS PER A. W. S. REQUIREMENTS. USE AWS A5.1 OR REPOURED WITH 6" THICK A5.5 E70XX SERIES ELECTRODES, UNLESS NOTED OTHERWISE. 5000 PSI CONCRETE WITH FIBERMESH. NEW COLUMN 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED UNLESS OTHERWISE SHOWN. LOCATIONS TO HAVE MIN 24" THICK CONCRETE W1I1H 3 - #5 REBARS EACH WAY. 0 ID L SPECIAL NOTES: EXT'G GARAGE AREA VERTICAL COLUMN SPLICING IS ACCEPTABLE. IF SPLICING IS x 4" x 1/4" TUBULAR 4" NECESSARY, COLUMNS MUST BE CONNECTED STEEL COLUMNS - (TYP) WITH FULL FROM GARAGE FLOOR TO TOP OF C PENETRATION WELD WITH HANDRAIL ON SUNDECK. • • SPLICE PLATES. APPROX 28'. COLUMNS TO BE CONNECTED TO . FOUNDATION WITH 12" X 12" BASE PLATE AND COLUMNS TO BE BRACED AT FLOOR AND CEILING OF MAIN FLOOR. . . .■ M1 1E E. NSTALL NEW DOUBLE 4 x 4 x 1/4" BEAM FOR 121 THICK 5,000 PSI CONC WALL SUPPORT ABOVE. BEAMS TO EXT'G CONCRETE CARPORT HAVE CONNECTION PLATE ON BOTH SIDES EVERY 4' O.C. 1 r -1 1_ 1_ n n n 1 . EXT'G DRIVEWAY TO BE TORN OUT AND REPLACED WITH PERVIOUS PAVERS. fl tP Ft 8" THICK 5,000 PSI CONC FOR STAIR LANDING AREA, DESIGNS BY: SAVANNAH RIVER DESIGNS, LLC CHADWICK R. ZITTROUER 2214 HWY 119 S GUYTON, GA 31312 912-547-5894 FOUNDATION PLAN SCALE: „ , 1/4�__- 1" DATE: ' �/1 f1 ? DRAWN BY: CRZ CHECKED BY: CRZ • SCALE: 1/4 = T TITLE ., RESIDENTIAL CONSTRUCTION FOR MR. GREG HELMLY SHEET # LOCATION: DRAWING .# A1 TYBEE ISLAND, GA HELMLY 029 UVING AREA TUBULAR 4, —STEEL COLUMNS (TYP) , FROM GARAGE FLOOR TO TOP OF 0 . HANDRAIL ON SUNDECK. '� EXT'G WALLS TO BE APPROX 28'. REMOVED. 8" X 8" P.T. COLUMNS FOR DECK.— (TYP.) COLUMNS TO BE BRACED AT FLOOR 7 4-3/4" ANCHOR BOLTS PER POST AND CEILING OF MAIN FLOOR. EMBED ANCHOR BOLTS MIN 6" IN CONCRETE. �V.rAk-grAlbar-�.,,;,.",r,:,.,,r' — - _ . ATTACH WITH L 4" x 3" ANGLED STEEL �9 � _ � \ J�. 6" x 6" COLUMN TO -•� BE PROVIDED. ,. 1 SPIRAL STAIRCASE ' TO SUNDECK. DINING AREA . N ,er..a h I w a 0 0 r i a lir:a h 7., A . KITCHEN BEDROOM 'EMOVE EXT'G WALL 2x10 RT. FLOOR . JOISTS FOR DECK. NSTALL NEW WALL 1/2 BATH FOUN AND HANDRAILS l ,:. I ilmo ....:• , , REQUIRED FOR STEPS AND DECK D NEW 8-0 x 6-0 MIN 36" HIGH SLIDING DOORS • COVERED PORCH n n n n I- EXT'G 8" COLUMNS—(TYP) Cad, `. _ x No 85',.- , ak 4,c, 1, CI- Prav 6 ti, 21.x„0 FLOOR PLAN SCALE: 1/4" = 1 ' DESIGNS BY: SAVANNAH RIVER DESIGNS, LLC CHADWICK R. ZII I ROVER 2214 HWY 119 S GUYTON, GA 31312 912-547-5894 SCALE: 1/4"_ 1" DATE: 11/11/11 DRAWN BY: CRZ CHECKED BY: CRZ TITLE RESIDENTIAL CONSTRUCTION FOR MR. GREG HELMLY SHEET # LOCATION: DRAWING # A2 TYBEE ISLAND, GA HELMLY 029 NEW METAL ROOF TO BE INSTALLED \ 10 SUNDECK PLATFORM 5/4" x 6" COMPOSITE DECKING 4" TUBULAR BOARDS Aw 4" x yr,- STEEL ANGLE BRACING. / _ ____.....„4 0,0••IF pr, 3 COLUMNS IP OF Ail . FLOOR JOISTS 2" x 6" P.T. 0 12" 0-C. ON 4" x 4" TUBULAR STEEL 0 MIN 5' 0-C. EXISTING ROOF PLAN PROPOSED ROOF PLAN PROPOSED ROOF PLAN WITH SUNDECK SCALE: 1/8" = 1 ' SCALE: 1/8" = 1 ' SCALE: 1/8" = 1 ' + 0 . 285 p , d • i ' Ery)ci. . 0.1 cr 0 4, ,,c, (----- 41.., GINEsi„ 71 / DESIGNS BY: . SAVANNAH RIVER DESIGNS, LLC CHADWICK R. Z111 ROUER 2214 HWY 119 S GUYTON, GA 31312 912-547-5894 1/8"= 1" SCALE: 11/11/11 CRZ DATE: DRAWN BY: CHECKED BY: CRZ ‘ TITLE RESIDENTIAL CONSTRUCTION FOR MR. GREG HELMLY SHEET # LOCATION: DRAWING #. A3 TYBEE ISLAND, GA HELMLY 029 - - ---- - - - - - - - - • 4" x 4" 11JBULAR STEEL COLUMNS. ANGLE BRACING 0 3 COLUMNS FROM COLUMN TO DECK PLATFORM. 36" HIGH HANDRAILING - SUNDECK PLATFORM / 5/4" x 6" COMPOSITE DECKING I • BOARDS II 1111111111111111111 1111 111111111111111I ' • FLOOR JOISTS 2" x 6" P.T. 0 12" 0—C. ' ON 4" x 411 'TUBULAR STEEL I 11100010111111 _ , 2NO PL. OLG. 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GREG HELMLY SHEET # LOCATION: DRAWING # A5 TYBEE ISLAND, GA HELMLY 029 • • ' GENERAL STRUCTURAL NOTES 1) ALL WORK 10 CONFORM TO THE REQI] MENTS OF THE 4)DESIGN CRITERIA: FOLLOWING ` (A) INTERNATIONAL RESIDENTIAL CODE-2006(NC--2O06) FLOOR LIVE LOAD TYPICAL EXTERIOR SHEATHING NAILING PATTERN (B) STANDARD NSTRUCTION(g RESISTANT �'� PSF (C) WOOD FRAME COlISIRUCION MANUAL FOR ONE AND LOAD(AREA<lO0 FI"2) 80 PSF BALCONY LW LOAD(AREA>100 FT"2) =100 PSF . TWO FAMILY DWELLINGS(1995 S8C HIGH-1/06 • EDTITON) ROOF LIVE LOAD • TYPICAL EXTERIOR 2) MEOWS,GLASS ODORS.&SKYLIGHTS SHALL BE APPROVED AIAT ROOF TINE LOAD A 20 PSF SHEATHING PANEL 1 ROW 1r>D NA9 S 10D NAILS AT 0' (REF. SHEATHING N AT 3' HORIZONTAL /— VERTICAL SPACING AT PEES U RE TO REQUIRED Mi7B BOTH NEGATIVE 10-9 4E OCU POSITIVE ROOF SNOW LOAD 0 PSF SPACING AT TOP PLATE / PRESS!! AS REQIARED 8Y SSW)10-99.DOCtM ENTAI�N OF FLAT GROUND SLOW W LOAD Pt} =0 PSF RIGHT FOR TYPICAL J E (1W) C MiPUANCE SHALL LE AVAILABLE ON SITE FOR EACH M EXTERIOR SHEATHING • DOOR OR SKYLIGHT AT THE FRAYING INSPECiiON.(SS1D TAOtE SNOW EXPOSURE FACTO?(Ce) = 1.0 HARING PATTERN) ` L• EXTERIOR 602A1,602A2,602A3) SNOW LOAD OMORTANCE FACTOR(Is) =1.0 SHEATHING . . . . 3) F APPROVED DOORS,WIDOWS,OR SCRAM ARE NOT USED, THERMAL FACTOR(CO =1.0 SECOND FLOOR JOIST R#N MDOD STRUCTURAL PANELS MUST BE PROVM?ED FOR EACH OD LOADS FRAMING BEHIND • OPENING.PATENS W9.L HAVE.AIM 1WQONESS OF 7/16 BASIC 1 = 130 IIPH (VERTICAL STUD WALLS HORIZONTAL HAAS AT 4` BEHIND NOT SHOWN tRORiZONTAL SPACING NEWS AND AMMAN SPAN OF 8 PEST. PANELS MUST BE OD NAILS AR 12' WMA}IMPORTANCE FACTOR Ow) = T FOR CLARITY) AATTE CH SHEATHING VERTICAL SPACING MSS SO THAT TTACI MTER HARDWARE PROVIDED VW EXN C AT PANEL SPLICE 11 t N 1 1 1 t 1 1 1 AT INTERIOR STUD INTERNAL P CUEFFEITy(0930 r- — -�— -Q- �-- --11— �--y (PROVIDE 2X&OOQNG • (1W) PROPER LOCA1ION FOR EACH PANEL (ANC 301.2.1.2 AEU COMPONENTS&CLADDING WALLS = 40 iPSF uSE CONTINUOUS _._IL_I__g_II_ _I__I AS REQUIRED) AT CORNERS = 36 PSF{10'FROM CORNERS) SHEATHING OVER 42 PSF(10'FROM EDGES&PEAKS) SECOND FLOOR ROOF AT EDGES&PEAKS = FRAMING ROOF AT CORNERS = 42 PSF(10'FROM CORNERS) • . INSTALL)4' BEAD LIQUID NAILS® "SUN LOORS" ADHESIVE (PRODUCT ■. . NUMBERS LX-602 AND 114-902) AT l ALL.3' SPACING ROW NAILING 'AMP T RESISTANT GASS S REQUIRED FOR SAS STRUC AE. 2 ROWS OF 10D NAILS PATTERN LOCATIONS W/SINGLE ROW • AT 4' HORIZONTAL 10d COMMON NAILS 0 6 MAX STAGGAR JOINTS SPACING AT BOTTOM HORIZONTAL SPACNG BLEED OUT FROM ADHESIVE BEAD MUST BE N«tIZONTAILY FOR NAILNIG PATTERN) VISIBLE FOR INSPECTION) • TYPICAL EXTERIOR SHEATHING INSTALLATION PATTERN TYPICAL EXTERIOR SHEATHING NAILING PATTERN s Cs $ ps 1. RARING PATTERN SPECIFIED IS DESIGNED TO TRANSFER UPLIFT FORCES TO FOUNDATION s; t!1[ LStANDS tNCLLA)ANG LStNNDS .MUSIC MAti)2. SHEATHING MAY BE INSTALLED VERTICAL.OF HORIZONTAL 3. IMAM SWATHING SECTION TO BE 24' OTHER THAN AT TOP OR BOTTOM PLATE T4 Y ONLY AND /jy+ MS WATER/MARSH 4. MINIMUM SHEATHING SECTION AT TOP OR BOTTOM PLATE TO BE 48' FRONT PROPERTY FRONT PROPERTY TEM ROOF MIGHT ZONE(4) ZONE(5) ZONE(4) ZONE(5) ZONE(4) ZONE(5) ® h 15 DP 35 DP 45 DP 40 DP 50 DP 50 DP 60 Q ° 20' DP 35 DP 45 0P 45 DP 55 DP 50 0P 65 25' DP DP 45 DP 45 !M'55 DP 55 55 a . 30' DP 35 'DP 45 DP 50 DP 60 DP 55 DP 70 0 --(Ir. .. 35' DP 35 OP 45 DP 50 DP 60 DP 55 DP 70 • 4C1' DP40 DP 45 DP 50 DP65 DP60 DP70 45' DP 40 0P 50 DP 55 DP 65 DP 60 DP 75• ' • . 50' OP 40 OP 50 CP 55 DP 65 DP 60 0P 75 • 1. DESIGN PRESSURE(DP)MANIAS ME USIED IN POUNDS/SWURE FOOT(PSF) • 2. h=ION ROOF HEIGHT AND IS YFASIRED FROM GW E TO WUWAY LAP THE ROOF • • 3. 0=LENGTH OF ZONE(5)LOCATED AT TIE COLS OF THE A : DISTANCE OF THE FOtiOVMG CRITERIA: A. THE SMALLER OF THE FOt1.OW@Nk • L 10%OF THE LEAST 14013ZONUL DIMENSION S.OR;46 B. BUT NOT LESS THAN THE URGER OF EITHER OF THE MOWING: 3 L 4%OF TEE LEAST HORIZONTAL DPI E.OR;3FEET . WINDOW AND DOOR DESIGN PRESSURE (DP) RATING N.T.S. ` • 10 f? sx 1 ` 1 alt' . ' Obi G/AiEB?. OJ. • C �¢R. zl DESIGNS BY: . SAVANNAH RIVER DESIGNS, LLC CHADWICK R. ZITTROUER 2214 HWY. 119 S GUYTON, GA 31312 912-547-5894 SCALE: DATE: DRAWN BY: CHECKED BY: N.T.S. 11/11/11 CRZ CRZ . TITLE RESIDENTIAL CONSTRUCTION FOR MR. GREG HELMLY SHEET # LOCATION: DRAWING # • S 1 TYBEE ISLAND, GA HELMLY 029 .