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HomeMy Public PortalAbout09-0367 Jett CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 08-10-2009 PERMIT#: 090367 WORK DESCRIPTION ADD BEDROOM&SCREENED DECK WORK LOCATION 1304 FIFTH AVE OWNER NAME JOHN&SALLY JETT ADDRESS PO BOX 1931 CITY,ST,ZIP TYBEE ISLAND GA 31328-1931 PHONE NUMBER CONTRACTOR NAME HARRISON CONSTRUCTION&DESIGN ADDRESS PO BOX 2386 CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 471 OCCUPANCY TYPE P TOTAL FEES CHARGED $730.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $60,000.00 TOTAL BALANCE DUE: $730.00 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: . _ � Alt P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org • t 'S Ahrzy City of Tybee Island • Community Development Dept, #4I Inspection Report 1-1•• •"••+' 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 - Fax 912.786.953g Permit No CYR - 0 3 G)---1 Date Requested - 10 Owner's Name Date Needed - - Gen. Contractor V • r) Subcontractor Contact Information L i 1-4 1 - 3 Project Address 'C Scope of Work \P>p arcy,:s.,",-, 4- ire ei2 r"‘__Qj orc Inspector v Date of Inspection •.4)//0 Inspection 7 e Pass Fail Fee Inspection )1" Pass ,-- Fail Fee Inspection Pass 0 Fail Ej Fee • Inspection Pass Fail c3 Fee • • `v, . Gr -1 CITY OF TYBEE ISLAND BUILDING PERMIT REINSPECTION FEE DATE ISSUED: 01/07/2010 PERMIT#: 090367 WORK DESCRIPTION ADD BEDROOM&SCREENED DECK WORK LOCATION 1304 FIFTH AVE OWNER NAME JOHN&SALLY JETT ADDRESS PO BOX 1931 CITY,ST,ZIP TYBEE ISLAND GA 31328-1931 PHONE NUMBER CONTRACTOR NAME HARRISON CONSTRUCTION&DESIGN ADDRESS PO BOX 2386 CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 471 OCCUPANCY TYPE P TOTAL FEES CHARGED $760.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $60,000.00 REINSPECTION FEE—FINAL ELEC. TOTAL BALANCE DUE: $ 30.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property 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 I work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided I unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: I jelA71�_e_...) ,1 P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org I . . . 1 .• . ,• /lilt 0 vl . liv'',i. of It.,:f..t.!'',.. City of Tybee Island • Community Development Dept. .72, I -• .A ' .•:*4 l'.: Inspection Report rams -o; 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 r....,..,.„:.' Phone 912386.4573 ext. 114 • Fax 912.786.9539 0 Cl - 03 (o7 r- . A •. emit No.. _ (_...,.ef ....1!.....F.;! -Ai* Date Requested i--2 - 3JD ) 1 rwner's Name ,,,. Q_2: --- - Date Needed 0 I — 3L1 - ( 0 . E. .. e . -, pen. Contractor U i , -r.) z r\ e 3, ,1/43rt Subcontractor ).' V i,./.__ 1:._.- (e c_., 1 ontact Information f' , e n 9 1 2 - iri L-1- roject Address - AA/e-, . , Lope of Work 727 b e d r cc, . (v-1/4- 4 6 C. I ..42.._ke-bacjH-----;;CT..„/ [ "14 e* nspector Date of Inspection / ,* ID / .. 1 r, ,-,.o.1 i Inspection \ , rv3,0e c '1-- V.A;NNO,k C.2„ e c , Pass 0 it- ee .4......,............ ._, .,, ,,,- .. • -1,-)1,?D1) 6,TE, 617.---6,1 ir---5i.7-0-r(-::(470-,1) TF-37_ ) (ra---4.- 6,.) i----1 g C / '' / , k, 12:(..' i) 1 r)L. '`'..47,1\j i':.■.) T'H7 T:'::Z:CI'if./P L,\,.) / ) --/<:=7-COk,-•-./ \,-,‘ ,,,1 r2. / 4 1' P-5 3 1.rispectio n F 'i .A,:k V iR?i---r.,_. t-i — \'° ,--" Pass EV'Fail Ej Fee 1 I - --- 1.— . _....- \ inspe-Ction_id ___L (...) 1 v-if 0 til -r,l, - ,?, fs,.,,s Fail El Fee .... a. ( 7-7/&1; f:- 1 5)1/4,3 , - ,J,,-; ,:, ) 1 \ pat. nspection i--- i ,\..Y.),-; 1')j dC:r' Pass --" :il 0 Fee I . t P-73-r-')-7 --L 61 ---', ,71) ---",/ r---- 2. 4-...... ...- c. :.7:17.,:;•12) el)/...:..-_is,...) ",.7.,, /1 ZVL-4.- L [ • 1 . . .._ ..-5 j / , ---`7, '.. _.- • .,.... ikriPM '.'......:1f City of Tybee Island • Community Development Dept. . , 11314rifat■t, Ai Trispertion Report r 4:Ofs' 463 Butler Ave. • P.O. Box 2749 ^ Tybee Island, GA 31328 .osa mai Phone 912.786.4573 ext. 114 • Fax 912.786.9539 ...,.....,.. :+•.i?..tai 2 <-2, --) 0 ermit No. X...:-):3 ',2-. . __ILI_ Date Requested I .2 - 2 6-' - 0 / 1 ..........-- ftwner's Name de 4---- Date Needed 'k 7' ' 7 r-- 1 'ien. Contractor_ttOP1,5,cp "' 1...(111y) Subcontractor n V v n LT- I P C , i ■1 contact Information p 0 IV) 0.--5 c ■e j qi ) - is„al_22:7:7 LI roject Address I 3 -t3 4 4--,- . .414\ . ,i..„ „.....„....4 ,, cope of Work }._ d ,aeit r 0 ows. -- ".1) nspector --7/q Date of Inspection /217 -';',,,/..1..': f nspection - . r\0. . \ e k P 0-- . Pass El Fail El' ftl ill L I ,i 3-1P.T,,;.". p-,,. ...:-: --t.>1z.c_ ,.,i 6r-CI --p2.47.44-io3 r w--4, c-- Q t:-_-,-,-2,--,,,:ppoct., zi 0 S> • „_,, .14. WOW -. Co \1441 0-,.) 4,„IF,it. Da.- ro i .) i0 64,krat*:_.4,3 ''') ', 1.\ 1(i .A1(..."..41-, 6T2.: CZ'i 11144-) 4° I-Z.-7Z 1.-: ::: Cl3QT)S1351 .36..i 00,-IL c01773z-Po,e--;f2 4-4o,c, A , At7_. 1-.) 0.1*,T4z ovrEA-7-,f:-\iSft-- i 1 .L, ,6 -1--)1100 t r*: 4:-A i r 47I.i Tr;z )'OH+ i N.) ,11-11C..., t_i 1 Ci. t , , [nspection 11.1.-'131,a114 ', -z-c,4f + ,-c, -1-11- a,-.) A-4-41ealisi- Cral4e t01 - ' ' Fee % 'Z'---..; .(Plj;i:1-14 e-61-4 i, ' .. .,0,. ,->kk-',... Ut-3,--f".) 71-7-7/1). ' ---"" \ \ ',:•• ' 4 ' : ; 1 ' ' , • . k, / 1 1 i_-• nspection Pass 0 Fail El Fee 1 , . ilspection Pass Fail E3 Fee - ----- _ • I ) *• City of Tybee Island • Community Development Dept. • Inspection Report 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 '-'1 L• Phone 912.786.4573 ext. 114 • Fax 912.786.953g Yfikr.r.45,ER Permit No (2-1 - 03 Date Requested 1 ) Owner's Name \j-ier-ir Date Needed . • Gen. Contractor (1•731-je..3. 1,10= (.:4.) Subcontractor Contact Information -2 ca fI (.4 1•2_ -01-) - Project Address j_a_C2417.- Tz:71-1 Scope of Work Inspector Date of Inspection • to) Inspection_ I (> - Pass 2 Fa mg Fee • i ). Cl- 'v31 iaI • Inspection_ Pass 0 Fail Fee• Inspection Pass 0 Fail Fee Inspection Pass Fail 0 Fee r,f" 1 i ■AFW , Ite1 i m ni MA City of Tybee Island - Community Development #1, Develop ent Dept. 4 I Inspection Report wic, :. .- •• .,•:,.: 403 Butler Ave. . P.O. Box 2749 . Tybee Island, GA 31318 Phone 912.786.4573 ext 114 - Fax 912.786.9539 ,..,:--1.•,-.1.‘ix. •_..„..... Permit No. f,--2) 1 0 3 (4 7 Date Requested i i -- La - c.-) 9 -- ,,,,,-----4r ,,(.....* ,--) Owner's Name k i e - Date Needed 1 I - 'iL.C) 1 VV 9Th Gen. Contractor V i ,) ,k, ,-:- c-As sr-, Subcontractor _ ...) f/' ) - CO ntact Information k. 1.- LA ) - D7 9 3 , . Project Address .:--i k /1--\-\‘,,,/e._,. _ Scope Of Work ----4-- I efL r‘f2 csi _c--10 Inspector, Date of Inspection 8_--- , inspection V 1/4N -.1 0,1-1... 49 i e (..-1- r_Lr.._ Pass 1 ili Fee 4-..) , .7"- ..4., r Inspection_Le S.,0(7 ( - in 0 p ,e e QL Pass 0 F. of Fee j .....i i--i 1 1 „e,-,5- -;.f_- (,),136-e.7.- - 0-Tzi ---, — A) i i N)546441 O) / \ XC-174: 1.06-1,15611 LA)/ c-I -/ • Inspection Pass 0 Fai' C3 Fee VVV i I Inspection Pass I:3 Fail E3 Fee -- - — riungeu ratio zyslellls reriurli1diR a VdLc Design Air Water Structural AAMANVDMA Florida Building Code Pressure Infiltration Reisistance Load Therma-Tru Product Ratings 101/1. (scfmlft2) (psi) i (psf) Approval Numbers Fiber-Classic and Smooth-Star Tru-Defense Hinged Patio doors 3068,L/R/F ' DP-50 HGD-LC45-75x82 0..04- � 6.75 ' +-97.5' 6068,LF/FR/FURF/FF DP-50 HGD-LC45-75x82 0.04 1 6.75 ±97.5 1 6068,LA/AR DP-50 HGD-LC40-75x82 0.07 6.00 i +60.0 8 9068,FRF/FLF/RFF/FFL DP-45 I HGD-LC45-112x82 0.02 6.75 I ±90.0 a) 9068,LFF/FFR/FFF DP-45 I HGD-LC45-112x82 0.02 l 6.75 ±90.0 FL7752 3 3080,L/R/F DP-45 HGD-LC45-75x98 0.01 6.75 ±82.5 FL8571 c 6080,LF/FR/FL/RF/FF'' DP-45 1 HGD-LC45-75x98 0.01 6-.75 ±97.5 . - 6080,LA/AR DP-40 HGD-LC40-75x98 0.09 6.00 ±60.0 9080,FRF/FLF/RFFIFFL 1 DP-45 HGD-LC45-112x98 0.02 6.75 I ±82.5 9080,LFF/FFR/FFF I DP-45' HGD-LC45-112x98 ' 0.02 6.75 I ±82.5 3066,3068,L/RIF - - -DP-60 SHD-LC60-112x82 0.01 12.00 I +_90.0 6066,6068,LF/FR/FL/RF/FF DP-60 SHD-LC60-112x82 0.01 12.00 I ±90.0 ci 6066;6068,At1RA i' DP-70- SHD-LC70-75x82 0.01 I 12.00 +105.0 O 9066,9068,FRF/FLF/RFF/FFL DP-60 SHD-LC60-112x82 0.01 12.00 ±90.0 on 9066,9068.-LFFIFFR/FFF DP-60 - SHD-LC60-112x82 0.01 " 12.00 +90.0 FL9598 3 30710,3080,UR/F _ DP-60 SHD-LC60-112x98 0.01 12.00 ±90.0 60710,6080,LF/FR/FURF/FF DP-G0 SHD-LC60-112x98- 0.01 12.00 ±90.0 O 60710,6080,AURA DP-50 SHD-LC50-75x98 I 0.01 12.00 ±75.0 9066,9068,FRF/FLF/RFF/FFL' - DP-60 SHD-LC60-112x98" --0.01 12.00 +90.0 9066,9068,LFFIFFR/FFF DP-60 SHD-LC60-112x98 0.01 12.00 ±90.0 U-Factor Solar Heat Visible Light Energy Performance BTUlhrftznF Gain Coefficient Transmittance Energy Star STC/OITC Fiber-Classic and Smooth-Star Tru-Defense Hinged Patio doors 0 Low=E Without GBG's I 029 0.22 0.36 htiNC/SC/S 27/23 - Low-E With GBG's 0.31 0.19 0.30 N/NC/SC/S 27/23 to Low-E Without GBG's 0.30 .- 0 22 0.37 N4aC/SC/S i 27/23 O Low-E With GBG's I 0.31 019 I 0.31 N/NC/SC/S 27/23 PDF Hinged Patio doors • Clear Without GBG's 0.37 - 0.30 , 0.37 NCSC/S 27/23' aClear With GBG's 0.37 0 30 1 0 31 NC/SC/S 27/23 -1 Low-E Without GBG's I 0.29 0.20 1 0.32 N/NC/SC,S 27/23 - Low-E With GBG's 0.31 0.17 027 NINC'SCiS 27/23 O Clear Without GBG's 0.37 0:37 036 NC/SC/S 27/23` CL Clear With GBG's 0.38 0.31 0.32 NC/SC/S 27/23 iiit• Low-E Without void .0.30 020 033 -ru0C/SC/S 27/23 O Low-E With GBG's 0.31 0.17 0.28 N/NC/SC/S 27/23 I Clear Without GBG's 0.35 - 0.35 0:37 r.,NCrscs 27/23 w Clear With GBG's 0.35 0.30 0 31 N/NC/SC'S I 27/23 - LUw-E Without GBG's- 0.27 0.19 - 0.32 .:_ . N/NC/SC/S 27123.;- ILow-E With GBG's 0.29 0.16 0.27 N/NC/SC/S 27/23 Design Pressure (Pounds per square foot)Determined by the lowest of the Water Resistanceand-Structural Load values " Air Infiltration (Standard cubic feet per minute per square foot)Tested in accordance with ASTM£283 at a test pressure of 1-57 psf. Allowable air infiltration-0.30 scfm/ft2 Water Resistance" - (Pounds per square foot iA/I listed Therma-Tru Patio Systems have been tested to Optional Higher Water_Resistance Performance Levels I Tested in accordance with ASTM E547 at 5 galihr-ft2-4 five minute cyder:Pilowab,,-water penetration-none Structural Load (Pounds per square foot)All listed Therma-Tru Patio Systems have been tested to Optional Higher Uniform Structural Load Performance Levels Tested in accordance with ASTM E330 at 150%of design pressure U-Factor (British Thermal Units per hour-per square foot per degree's Fahrenheit)U-Factor determined in accordance aith NFRC 100 Tested by an NFRC accredited testing laboratory.A101isted Therma-Tru Patio System U Fa:for values are NFRC Certif.e i Solar Heat Gain SHGC determined in accordance with NFRC 200 Tested by an NFRC accredited testing laboratory.All listed Therma-Tru Patio System SHGC values are NFRC Certified Visible Light Visible Light Transmittance determined in accordance with NFRC 200_ Tested byan NFRC accredited testing laboratory.All listed Therma-Tru Patio System VLT values are NFRC Certified Energy Star N=Northern Climate Zone.NC=North Central Climate Zone.SC=South Central Climate Zone.S=Southern Climate Zone All listed Therma-Tru Patio Systems exceed Energy Star requirements for all Climate Zones except for SPD with clear glass S601 r#gtismission tifanufacturers estimated Sound Transmission Class values-based,on independent Test Labdratoryfeportsof similar Therma-Tru Patio Systems All listed as Certified Therma-Tru Patio Systems have been tested by an approved independent laboratory,comply with ANSI/AAMA/NW WDA 101/I,S.2 and are certified by an approved certification and inspection agency Hinged Patio Systems Dimensional & Performance Data ;2v,IgrE4 _ City of e Island • Community Developrrit•Alt Dept. 436-90-, • ••41,.• 17M.911 Inspection Report t.ratall 403 Butler Aire. • P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.780A573 ext. 114 = Fax 912.78o-9539 Permit No ()a) Date Requested • t I / • Owner's Name Date Needed • Gen. Contractor /096-4contractor . Contact Information Project Address I 3c) E57-1-1 Scope of Work Inspector "7 q Date of Inspection °Li/LA . gAS I Inspection V/117-1 - Pass a . a•• pa Fee );1 4::-.7174163. Ri\so 1 -7 Inspection_ - Pass cg Fee I / • Inspection . Pass 0 Fail 0 Fee Inspection Pass Fail Fee — — — - 1 1 ' 4 . t '‘., 7 --N\ • 0 City-cif TV.,je Island • COM nvitit'ity Devetopi --"• Dept. 65,,i10.,....e'• 1 Inpection Report Cr WS 119•N•l 4( 1 "... .• '1.• •'. - 403 Butler Ave . P.O. EX 274 . Tybee isiand,, GA 31328 Phone 912.786.4573ext. 114 . Fax 912388.9539 V ata.•F181...t. '..:. ..,.. ..•• -......--,... \ :51V 4ti i..r.t (s. 1 / ,.. . ____LL......ii ,„--,. 72 ; ;--7 4 ,,-. ) 1 Permit No. ) - k.--•....•.-) t..0 1 Date Requested , 1 ,,,7,,, I- ' Owner's Name '• 17-7; \-1 Date Needed i 01 -.....--;C_-,1 _ t 1 t \ "\-, ..,..._ Gen. ConLractor 1,-LE2L-i--<:1`:.:1;i.:-.)r---) t,/r(i.TIL1 43,4-Subcontractor Contact 7r.nfo ripation c....._ ,-.-_::.i.'....1 f(.....,..zs 1 • ---1 - i I 1.---- 1 1...... Project Address _....1.„-Z-2'-v4:: ____L-__1, t,----71;--i .1-Ai V_____,-- ,.. _ Scope of Work _ . _ 1 , Inspector - `-,/ II - Date of Inspection ...- 1'0 it-..,:-?.4 / ,,,, 0.,AL .. i 1 • ----. Inspectori it _ ' i I \-_,..„-- \ ..... — Pass .--..-.-.,..r- a....- Fail t , , ; , \..V.)-A i g\vt.)\T■9:C.-Jr t--‘ -....":4,-,, /-"rt-'it I 11-• --0 -)--I - i • — 0..-1i2., .;,..J! (......V1 f' ) . , 1... „ ,........ 4L \ k„....: 1 ..,.. . inspection t."—.. 1 - , — : _ . „Pass C3 Fan of F . — -, \c.:_c_ ) IrtitiN. ,, f"( "i•--c''-'`.-- O I I.4,7:.-,:, ,-.7;,4, .., -Jc-c,-T, -',7.A.,...-'4'41 T.):;7!'r.:.:77:;'1,-1.:4•-ici 1:),).5 " (L11.11 ‘) '''l'" l'\''''ej.f'3, -1'7--If 4;111) : 1..; "L./ . ..;--71-:-.-A,,) ,Dit, ,--,vvi o p-7-'....-. ‘')E..:--hz.c...--,,..■,,,.. ,,,j.,,,,-C;:,-7_474:, 1:2-(Z. _,:,.-4.- ,":") 7 . 1 1 . • - l , j I - -,,:,-/■.11,•:;!,.. , i'- t \ •:.i',/ 7 ---7--7 --.1.'..):77,;,•••:.''',-. C)'.);-j--,1::A-A i i LrYte; "" ) 1,---;,r, .-5..1,-.n.p 1 . - -- 1"---,ii, , .i/ ,,\) ,,i„...71.i.::::::;, ,-...:c.,.'(,,t,\prr„.,:. ', '17-11-,',-:::.,t 1:1-,17:-- :.t't „..- r. -15 1',-{-- 7-0 1 'Of ki..)/,' •V,f_.t.,1--1_:,., " ) r--2 ...- ::-A0'..7,\--it C2tN•3 . i... - .1 ,I inspection VI - - Pass.ri Fail , • i i. .• ...,.... ;co v.,..... -:,-, -,;,,..,--....,, . ..n.4. ...7 . %.,. it.,,,P-3 ,1-y 1 V.,)I,- ,,,f),....,1 •=.111. 11)61-Z .A...... ,(...., 1. (.)Ci 1014. 1 ".I-r1...7;.:.,- 'J.\ _..,,--,111,---,,,..r '...:-..J. i-b-r"),L1{i'...:-.. ff..... 1:,<...;•, -:-.7-) I,;.)••I 1 V______.. /,...,Ir. O., . ,.,i, ()-7, (.) -.) A-II . - ---,•-•". •I,P(`-.4. 11.,i'.:•---V ;3!:)•%31-l'-'-ft61-1.S.' ‘" i•-• •.:_..,., 1P- r-4V:-.•:' ,"(Cto,453..4., c (..•.:-./.,•'.) ' •-'-- ' ) 1 --: '-.:.'•' ''' "•.'--1 ' 7:7 (--‘ ■—•0:,(---:,. F:',7". ,-71J.11-' -;7*, '1, C..-3,""-)(j r-,"..;:,• /.,,:.;0 7.,,./.„, ,,, .,_ _. .., _ „ . ----;--., 1 ,,,-. `._ 21.. c?,.,,t.... • . , . , \- - . ' 1 /0.77...:r 4 /i'' ;C::: r''''' c'....1 [ .:...;■,'„:,,...!,.: , ' ,:.\.): " : ,,r.' ',% ,tat ' '. ' 1(.).:.,.-'.:-. 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Contact Information :....14. ___":23L.,21- 6-7 Project Address ___ _IS _+_0( , 1----i RIC-4 AM-. Scope of Work -(156,D1-12.02...) 4 . .r.„.j__,._ Inspector ---2L14.._ Date of Inspection , inspection —:- 2 ) — - Pays .1,-.. F. 7 iTii Fee 1 _ . ab‘ Adielf,(6:wvais--,06 toqz cV, /. IInspection _ Pass El Fail 0 Fee I 1 . 1 . . Inspection Pass 0 Fail 0 Fee _ Inspection Pass Fail Fee I , \\. /J. City of Tybee Island • Community Development Dept. I Inspection Report WW1 f; ;.1 t:I■D ..... •4. • 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 :k.h VA 11.. q CO Permit No. 03 7 Date Requested if / (09 Owner's Name Date Needed k0 Gen. Contractor Cfc:s rti5Q, Subcontractor Contact Information A -or1q3 Project Address I 3D L1 S Scope of Work 5: betSK.of Inspector 111 Date of Inspection/ 711041' Inspection o c_Alker trs4 Pass Fee Inspection Pass Ej Fail (-3 Fee Inspection Pass Fail c3 Fee Inspection Pass Fail Fee _ - • — er" . Ski.,i 4 ti. •'s. lip% City of Tybee Island • Community Development Dept. : Inspection Report ri7,-1,4 .: •• -,.' : 4 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 91Z.786.4573 ext. 114 • Fax 912.786.9539 -... . . - _........____ I (2 , ,-) i (--) 0 Permit No. 0-7 - Qi (o ( Date Requested 6 - i -1 - 0 7 Owner's Name -- c 0 sr- Date Needed c.'---- --2 o-- p,c,„.", r C -c--,\ 01 ,-, 5-4-. en. Contractor Subcontractor , — _ . ontact Information ___ _C r 04. . L. i 2 - C 1-7 q _ kroject Address i --- ____ s 3 L , i p,cope of Work (- _ ! nspector Ly, - ■ Date of Inspection 1 1 1 i rds pet-tic)n Z;-) 1• .. ' • i'-‘ P • Pass 0 will Fee 6 1.nspection Pass c3 Fail 0 Fee I ... ;nspection_ Pass 0 Fail 0 Fee .- _____ nspection Pass r--4 Fail 0 Fee 1....± CITY OF TYBEE ISLAND, GEORC, APPLICATION FOR BUILDING PERMIT .Eb m 'OW 4 ' % R S� DOCIp$� Location: /342 ,/ TJ,/ , C/Ef PIN # NAME ADDRESS TELEPHONE i� 95� !1 ./.50 / y/ ✓ '-Owner y j�i,2-7�� t�®°'�- �J °// /,%'4_/i, ,75./-, t'/. .Z4 Architect or Engineer Building /-4f , ,,- T, � A�� ,,2 6-4 2 -51'/21-t77 ' Contractor 2-)?T J ti 7 .Z37,/.��,-7 -5 ar (Check all that apply) ❑ R• epair Residential Footprint Changes _E_/ftenovation n Single Family n Discovery Minor Addition i I Duplex ❑ Demolition ❑ S• ubstantial Addition ❑ Multi-Family ❑ O• ther ❑ Commercial � CDetails of Proj e f ��' �` ���°-� ?���a:� J��� &f 12100 o 1 clack. 4 ,pD0 / Qolel;' °n 0 00r ? 41"/ I Estimated Cost of Construction: $ 75- - e c A Construction Type / (Enter appropriate number) fig..°-°9 (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood &Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units f #Bedrooms 2-- # Bathrooms / Lot Area Living space(total sq. ft.)y2c-' # Off-street parking spaces `- - Trees located &listed on site plan - 2 411 w,o-1,'° Access: ttiv`') Driveway (ft.) With culvert? With swale? Setbacks: Front 2.0 Rear /c2 Sides(L) /9 (R) /L9 / # Stories i Height /4 1_ 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 i-.ir.e ( On-site waste and debris containers will be provided by do,), ,-efo Construction debris will be disposed by �, ,;7 �1 by means of _az/ 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: 21'-"2. 7— ©? Signature of Applicant: � Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification 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 31 S Code Enforcement Office aff Inspections r$o Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections F cbAid to Const. 23 City Manager TOTAL 730 DEFT.OF ,05EE• R(fOURCE3 9P4)Viturth GEORGIA ^°'' Permit Acknowledgement of Asbestos/Environmental Notification to Georgia EPD for Projects Involving Demolition,Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. Undersigned Date Printed Name Office Use Only: Project Address: Permit Number: Example 3. Lateral addition—residential Additions are improvements that increase the square footage of a structure. Commonly, this includes the structural attachment of a bedroom, den, recreational room garage or other type of addition to an existing structure. Note that if one building is attached to another through a covered breezeway or similar connec- tion, it is a separate building and not an addition. When an addition is a substantial improvement, the addition must be elevated or floodproofed, providing that improvements to the existing structure are mini- mal. Figures 8-4 and 8-5 illustrate lateral additions that are compliant. Depending on the flood zone and details of the project, the existing building may not have to be elevated. The determining factors are the common wall and what improvements are made to the existing structure. If the common wall is demolished as part of the project, then the entire structure must be elevated. If only a doorway is knocked through it and only minimal finishing is done, then only the addition has to be elevated. In A Zones only, if significant improvements are made to the existing struc- ture (such as a kitchen makeover), both it and the addition must be elevated and otherwise brought into compliance. Some states and many communities require that both the existing structure and lateral additions be elevated in all cases. In V Zones, the existing structure always has to be elevated, placed on an en- gineered foundation system, etc., when an addition is proposed that constitutes a substantial improvement. This is due to the "free-of obstruction" standard whereby the lower existing structure would obstruct the storm surge, causing damage to the addition. ntrance Only Existing Common ail Retained) Common Wall of Existing Interior eInterior _ Demolished g Sfr cture Other Interior Renovations Renovations Existing ADDITION, T Existing ADDITION 4 rriStructure Structure El /. +� BFt: OPENINGSI BCE _!,}'t OPENINGS `"" — ."'" .., On Addition Y_. € Must Es Elevated Figure 8-4. Lateral additions to a residential building in an A Zone. In V Zones, the entire building must be elevated on pilings, columns or other open foundations. The structure on the left would not benefit from post-FIRM flood insurance rates because it was not elevated. Substantial Improvement/Damage 8-12 Information Only-Not an Official Document http://www.chathamcounty.org/tax.asp?pkey=57322 Chatham County Board of Assessors Page 1 of 2 4-0007-12-008 Property Record Card Published on 5/22/2008 11:56:19 AM Information Only-Not an Official Document-Tax Year 2008 S JETT JOHN H&SALLY F PO BOX 1931 TYBEE ISLAND GA I PT OF LTS 216+215 WD 4 TYBEE** REMVD H/S l OS DEED CHNG TY04 105 ENT 05/19/04 JLM 31328 1304 5TH AV Style ONE STORY 013AA•L - - - .. _. . Building Use SINGLE FAMI Land Value 470,500 Exterior Wall SIDING 28GAT(364) Misc Value 6,000 Roof Type GABLE , Bldg Value 48,500 Roof Cover ASPHALT A13AAtr Total Value 525,000 WARMED& Value by Override Heating CO 1314AA4 Interior SHEET ROCK 1.kal12) [1AA21AAAAAAz Foundation MODERATE : 3 Effective Area 952 Floor Cover ALLOWANCE 34 BAS(952)39 Points 0.0000 , Bldg Rate 102.66 Sub Floor WOOD o ' • SUBFLR RCN 97,730 Fixtures 7 FIXTURES AAAA28AAA AAtr , %Depreciation 0.1500 8SPO(128) Rough Ins 1 ROUGH IN AA165A0 OBSOL 0 0000 Bedrooms 2 AREA FLAT EFF% E/AREA ACT% A/AREA EA/AA HEATED , Building Value 83,070 Bathrooms 1.1 HAS 952 1.00 952 1.00 952 952 952 Quality AVERAGE RPO 112 1.00 112 1.00 112 112 iSPO 128 1.00 128 1.00 128 128 •Actual Year Built 1950 Book Page Date QS Sales Price GAT 369 1.00 364 1.00 369 369 • Effective Yr Built 1990 1 236L 0065 0502 Q 199,000 • Porches ROOF OV IBAS(L7RP0(U8 L19D8R19)L21D39SP0(D8R16U8 L16)R28U34)ADD(U 0482 QO 38,500 20GAT(U28L13D28R13)D20).11/9/06 GATE LOCKED TLW Normal Deprec. 55-YEAR LIF Functional Obs. 000000 Permit No Type Date Amount Economic Obs. 000000 i 06-0290 WO 0506 700 Energy Ad] MODERATE 040452 GM 1004 800 CL Cost Multiplier CURRENT COS I Appraiser MT Mark Thomas Loc.Muhiplier FRAME Limp Date 05/21/07 1 Obsvd Cond 000000 ■ Use Code 0006 i RESIDENTIAL NBHD 20228.00 T228 TYBEE L066 M100 B172 History Values Tax Year Appraised Value 2007 525,000 2006 392,500 2005 276,500 1 of 2 07/27/2009 2:05 PM Repairs, Remodeling,�oMFh AdditiEII1E ons, and Retrofittin FEMA�i(F '.SSb� �dA3a N'j9 ... HOME BUILDER'S GUIDE TO COASTAL CONSTRUCTION FEMA 499/August 2005 Technical Fact Sheet No. 30 Purpose: To outline National Flood Insurance Program (NFIP) requirements for repairs, remodeling, and additions, and opportunities for retrofitting in coastal flood hazard areas (some communities may have more restrictive requirements). To provide recommendations for exceeding those minimum requirements. Key Issues • Existing pre-FIRM*buildings that sustain substantial damage or that are substantially improved will be treated as new construction, and must meet the NFIP's flood-resistant construction requirements (e.g., lowest floor elevation, foundation, and enclosure requirements). (See box on next page for definitions of substantial damage and substantial improvement.) • Work on pre-FIRM* buildings that are not substantially damaged or substantially improved is not subject to NFIP flood-resistant construction requirements.** • Work on post-FIRM* buildings that are not substantially damaged or substantially improved must meet at least the NFIP's flood-resistant construction requirements that were in effect when the building was originally constructed.** • Your Authority Having Jurisdiction (AHJ) will determine whether the building is substantially damaged or substantially improved when you apply for permits. • With a couple of minor exceptions (e.g., code violations and historic buildings),substantial damage and substantial improvement requirements apply to all buildings In the flood hazard area, whether or not a flood insurance policy is in force. • Buildings damaged by a flood and covered by flood insurance may be eligible for additional payments through the Increased Cost of Compliance (ICC) policy provisions. Check with an insurance agent and the AHJ for details. • Repairs and remodeling—either before or after storm damage— provide many opportunities for retrofitting homes and making them more resistant to storm damage (see Figure 1). * Existing pre-FIRM(Flood Insurance Rate Map) i .-; �� - _ buildings are buildings constructed before , the jurisdiction's first adoption of a floodplain management ordinance. Post-FIRM buildings are buildings constructed after the jurisdiction adopted these regulations. 1■ ! _,- ;,'-� " ' **See Fact Sheet No 2 for recommended w 4°git_ 1� requirements for exceeding the NFIP regulatory • 1 D /11 P; requirements in V zones and in A zones in coastal areas. Note: Repairs, remodeling, additions, and retrofitting may also be subject to other community and code requirements, some ;Y. of which may be more restrictive than the • NFIP requirements. Check with the AHJ r i Y before undertaking any work. Figure 1 Storm-damaged homes need repairs,but also provide opportunities for renovation,additions,and retrofitting.Review substantial damage and substantial improvement regulations before undertaking any work. FS No.30—Repairs,Remodeling,Additions,and Retrofitting Home Builder's Guide to Coastal Construction OR/05 Page 1 of 7 Factors That Determine Whether and How Existing Buildings Must Comply With NFIP Requirements Rules governing the applicability of NFIP new construction requirements to existing buildings are confusing to many people -this fact sheet and Fact Sheet No.2 provide guidance on the subject. When repairs, remodeling,additions, or improvements to an existing building are undertaken,four basic factors determine whether and how the existing building must comply with NFIP requirements for new construction: • value of damage/work-whether the value of the building damage and/or work triggers substantial damage or substantial A Zones Subject to Breaking Waves improvement regulations (see box below) and Erosion. Home Builder's Guide to Coastal Construction (HGCC) • nature of work- whether the work involves remodeling of a Recommendations: Treat buildings building; expansion of a building, either laterally or vertically(an and lateral additions in A zones addition); reconstruction of a destroyed, damaged, or purposely subject to breaking waves and demolished building; or relocation of an existing building erosion like V-zone buildings. Elevate • pre-FIRM or post-FIRM building- different requirements may these lateral additions (except apply to pre-FIRM buildings garages) such that the bottom of the lowest horizontal structural member • flood hazard zone - different requirements may apply in V is at or above the BFE. For garages zones and A zones (in A zones subject to breaking Two other factors occasionally come into play(consult the AHJ waves and erosion) below the BFE, regarding whether and how these factors apply): construct with breakaway walls. • code violations - NFIP regulations allow communities to exclude from substantial damage and substantial improvement calculations the cost of certain work to correct existing violations of state or local health, sanitary, or safety code requirements that have been cited by a code official. • historic structures - a building that is on the National Register of Historic Places or that has been designated as historic by federally certified state or local historic preservation offices (or that is eligible for such designation) may be exempt from certain substantial damage and substantial improvement requirements, provided any work on the building does not cause the building to lose its historic designation. Substantial Damage and Substantial Improvement It is not uncommon for existing coastal buildings to be modified or expanded over time, often in conjunction with the repair of storm damage. All repairs, remodeling, improvements, additions, and retrofitting to buildings in flood hazard areas must be carried out in conformance with floodplain management regulations adopted by the community pertaining to substantial damage and substantial improvement. What Is Substantial Damage? Substantial damage is damage, of any origin, where the cost to restore the building to its pre-damage condition equals or exceeds 50 percent of the building's market value before the damage occurred. What Is Substantial Improvement? Substantial improvement is any reconstruction, rehabilitation, addition, or improvement of a building,the cost of which equals or exceeds 50 percent of the building's pre-improvement market value. When repairs and improvements are made at the same time, all costs are totaled and compared with the 50-percent-of-market-value threshold. Note that some jurisdictions have enacted more restrictive requirements-some use a less-than- 50-percent damage/improvement threshold.Some track the cumulative value of damage and improvements over time.Consult the AHJ for local requirements. What Costs Are Included in Substantial Damage and Substantial Improvement Determinations? • all structural items and major building components(e.g.,foundations; beams;trusses; sheathing;walls and partitions;floors;ceilings; roof covering;windows and doors; brick,stucco,and siding; attached decks and porches) FS No.30—Repairs,Remodeling,Additions,and Retrofitting Home Builder's Guide to Coastal Construction t?E:Ot Page 2 of 7 • interior finish elements (e.g.,tile, linoleum, stone, carpet; plumbing fixtures; drywall and wall finishes; built- in cabinets, bookcases and furniture; hardware) • utility and service equipment(e.g., HVAC equipment; plumbing and wiring; light fixtures and ceiling fans; security systems; built-in appliances; water filtration and conditioning systems) • market value of all labor and materials for repairs, demolition, and improvements, including management, supervision, overhead, and profit (do not discount volunteer or self labor or donated/discounted materials) What Costs Are Not Included in Substantial Damage and Substantial Improvement Determinations? • design costs, including plans and specifications, surveys, and permits • clean-up, debris removal,transportation, and landfill costs • contents (e.g., furniture, rugs, appliances not built in) • outside improvements (e.g., landscaping, irrigation systems, sidewalks and patios,fences, lighting, swimming pools and hot tubs, sheds,gazebos, detached garages) Below are some examples of remodeling, additions, or repairs to buildings described in Fact Sheet No. 2 that illustrate the NFIP substantial damage and substantial improvement requirements. Check with the AHJ before undertaking any work even if the building is not substantially damaged or being substantially improved. The AHJ may have adopted more restrictive requirements than the NFIP requirements. Substantial Improvement and Substantial Damage Examples Example 1. Renovation/Remodeling This example addresses the renovation/remodeling of an existing building that does not affect the external dimensions of the building. If the cost of remodeling a building is equal to or greater than 50 percent of the market value of the building,the work constitutes a substantial improvement and the existing building must meet current NFIP requirements for new construction (see Figure 2). Renovated/Remodeled Pre-FIRM Building in V Zone. Substantial Improvement. Existing Building in V Zone NFIP-Compliant Renovated/Remodeled Building Exterior ♦ renovated ♦ Interior • I ♦ remodeled • ♦ I I BFE _ ♦♦♦ _BFE �;i ill,l�,� I I I I Bottom of lowest horizontal structural member at or above BFE Existing pre-FIRM building below BFE Requirement: Renovated/remodeled building must be elevated to or above BFE on open (pile/column)foundation with bottom of lowest horizontal structural member at or above BFE. Figure 2 Substantial improvement:Renovated/remodeled building in a V zone. FS No.30-Repairs,Remodeling,Additions,and Retrofitting Home Builder's Guide to Coastal Construction 05/'0'5 Page 3 of 7 Example 2. Lateral Addition • If a lateral addition constitutes a substantial improvement to a V-zone building, both the addition and the existing building must comply with the current floor elevation, foundation, and other flood requirements for new V-zone construction (see Figure 3). • If a lateral addition constitutes a substantial improvement to an A-zone building, only the addition must comply with the current floor elevation, foundation, and other flood requirements for new construction, as long as the alterations to the existing building are the minimum necessary.* Minimum alterations necessary means the existing building is not altered, except for cutting an entrance through the existing building wall into the addition, and except for the minimum alterations necessary to tie the addition to the building. If more extensive alterations are made to the existing building, it too must be brought into compliance with the requirements for new construction. * However,the Home Builders Guide to Coastal Construction(HGCC)recommends that both the existing building and the addition be elevated to the current BFE,in a manner consistent with current NFIP requirements,and using a V-zone-type foundation in A zones subject to breaking waves or erosion. • If a lateral addition does not constitute a substantial improvement,see Fact Sheet No 2 for HGCC recommendations. Lateral Addition to Pre-FIRM Building in V Zone. Substantial Improvement. NFIP-Compliant Lateral Addition Existing Building in V Zone An attached Existing garage does Air building not have to be elevated above BFE,but must // a / with breakaway walls. / ❑ BFE—� ❑ — // BFE--1 «-=� - - -- - - / Pile/column _ —— A l -- - - foundation ,,�;�-Ai-el,,',Ili Bottom of lowest horizontal structural member at or above BFE Existing pre-FIRM building Requirement: Both existing building and addition must be elevated to or below BFE above BFE on open(pile/column)foundation with bottom of lowest horizontal structural member at or above BFE Figure 3 Substantial Improvement:Lateral addition to a pre-FIRM building in a V zone. Example 3.Vertical Addition • If a vertical addition to a V-zone or A-zone building constitutes a substantial Improvement, both the addition and the existing building must comply with the current floor elevation, foundation, and other flood requirements for new construction (see Figures 4 and 5). • If a vertical addition does not constitute a substantial improvement,see Fact Sheet No. 2 for HGCC recommendations. Note: For requirements concerning enclosures below elevated buildings, see Fact Sheet No. 27. FS No.30—Repairs,Remodeling,Additions,and Retrofitting Home Builder's Guide to Coastal Construction OF-" 03 Page 4 of 7 Example 4. Reconstruction of a Destroyed or Razed Building In all cases (pre-FIRM or post-FIRM, V zone or IV- A zone) where an entire building is destroyed, 4 damaged, or purposefully demolished or razed, ,, -- ' the replacement building is considered "new r ' _._.. ifltt construction" and the replacement building ,- must meet the current NFIP requirements, even if it is built on the foundation of the _ t". a original building. ,A ,- Example 5. Moving an Existing Building �. '� When an existing building is moved to a new location or site in a V zone or A zone,the work - =--- is considered "new construction" and the Figure 4 Vertical addition to a home damaged by Hurricane Fran.Pre- relocated building must comply with current existing 1-story home became the second story of a home elevated to NFIP requirements. meet new foundation and floor elevation requirements. Vertical Additions to Pre-and Post-FIRM Buildings in V Zone.Substantial Improvement. NFIP-Compliant Vertical Addition Existing Building in V Zone i i i i Al, ,' r ❑ ❑ i BFE---1 ❑ , ❑ /1 I _BFE _ New,extended ' AIM � pile/column ,! i iti1 MOM 1 I Il foundation Bottom of lowest horizontal \ Bottom of lowest horizontal structural member at or above BFE structural member at or above BFE Existing,Pre-FIRM building Requirement: Both existing building and addition must be below BFE elevated to or above BFE Figure 5 Substantial Improvement:Vertical addition to a pre-FIRM building in a V zone. Insurance Implications Designers and owners should know that the work described above may have insurance consequences. In general, most changes to an existing building that result from less-than-substantial damage, or that do not constitute substantial improvement, will not change the status from pre-FIRM to post-FIRM and thus would not affect the insurance rate. However,failure to comply with the substantial damage or substantial improvement requirements of the NFIP will result in a building's status being changed and may result in higher flood insurance premiums. FS No.30—Repairs,Remodeling,Additions,and Retrofitting Home Builder's Guide to Coastal Construction 08/05 Page 5 of 7 Retrofit Opportunities Retrofit opportunities will present themselves every time repair or maintenance work is undertaken for a major element of the building. Improvements to the building that are made to increase resistance to the effects of natural hazards should focus on those items that will potentially return the largest benefit to the building owner. For example: • When the roof covering is replaced,the attachment of the sheathing to the trusses or rafters can be checked, and hurricane/seismic connectors can be installed at the rafter-to-wall or truss-to-wall connections. When reroofing,tear-off is recommended in lieu of re-covering. • Gable ends can be braced in conjunction with other retrofits, or by themselves. • If siding or roof sheathing has to be replaced, hurricane/seismic connectors can be installed at the rafter- to-wall or truss-to-wall connections, the exterior wall sheathing attachment can be checked, and structural sheathing can be added to shearwalls. Adding wall-to-foundation ties may also be possible. • Exterior siding attachment can be improved with more fasteners at the time the exterior is re-coated. • Window, door, and skylight reinforcement and attachment can be improved whenever they are accessible. • When windows and doors are replaced, glazing and framing can be used that is impact-resistant and provides greater UV protection. • Hurricane shutters can be added at any time (see Fact Sheet No. 26). • Floor-framing-to-beam connections can be improved whenever they are accessible. • Beam-to-pile connections can be improved whenever they are accessible. • At any time, deficient light-gauge metal connectors that are accessible should be replaced with stainless steel connectors, where available. Heavier-gauge metal connectors can be replaced with either stainless steel connectors or metal connectors with heavier galvanizing. • When HVAC equipment is replaced,the replacement equipment should be more durable—so that it will last longer in a coastal environment—and should be elevated to or above the BFE and adequately anchored to resist wind and seismic loads. • Utility attachment can be improved when the outside equipment is replaced or relocated. • In the attic space, at any time, straps should be added to rafters across the ridge beam, straps should be added from rafters to top wall plates, and gable wall framing should be braced. In addition, the uplift resistance of the roof sheathing can be increased through the application of Engineered Wood Association AFG-01-rated structural adhesive at the joints between the roof sheathing and roof rafters or trusses. The adhesive should be applied in a continuous bead and extended to the edges of the roof (where some of the highest uplift pressures occur). At the last rafter or truss at gable ends, where only one side of the joint is accessible, wood strips made of quarter-round molding may be embedded in the adhesive to increase the strength of the joint. For more information about the use of adhesive, see Additional Resources, below. • At any time, reinforcement or replacement of garage doors with new wind-and debris-resistant doors can be considered. However,the ability of the adjacent walls and building to accommodate the increased wind loads and flood loads (transferred from the garage door to the building) should first be determined. If the existing building cannot accommodate the increased loads transferred from the new/reinforced garage door,the structure will first require reinforcement. This may or may not be feasible. Also, in a V zone,the new/reinforced garage door must be designed and certified to break away during the Base Flood (see Fact Sheet No. 27). • To minimize the effects of corrosion, metal light fixtures can be replaced at any time with fixtures that have either wood or vinyl exteriors. However, wood may require frequent treatment or painting. • To minimize the effects of corrosion, carbon steel handrails can be replaced at any time with vinyl-coated, plastic, stainless steel, or wood handrails. However,wood may require frequent treatment or painting. FS No.30—Repairs,Remodeling,Additions,and Retrofitting Home Builder's Guide to Coastal Construction Og;Oc. Page 6 of 7 Additional Resources Clemson University Department of Civil Engineering and South Carolina Sea Grant Extension Program. Not Ready to Re-Roof? Use Structural Adhesives to Strengthen the Attachment of Roof Sheathing and Holding on to Your Roof-A guide to retrofitting your roof sheathing using adhesives. (http://www.haznet.org/haz outreach/ outreach factsheets.htm) FEMA. 1991. Answers to Questions about Substantially Damaged Buildings. FEMA 213. (http://www.fema. gov/hazards/floods/1ib213.shtm) FEMA. 2000. Coastal Construction Manual, Chapter 14. FEMA-55. (http://www.fema.gov/hazardsJfloods/1ib55. shtm) FS No.30—Repairs,Remodeling,Additions,and Retrofitting Home Builder's Guide to Coastal Construction OF/05 Page 7 of 7 FEMA: Substantial Improvement file:///C:/Document,%20and%20Settings/dotto/Local%20Settings/Te... Skip to content FEMA.govFEMA Print Logo • Contact Us • Site Map • Frequently Asked Questions • Espanol Search G o Advanced Search • Home • Disaster Information • Plan Ahead • Apply for Assistance • Recover& Rebuild • About Us • National Flood Insurance Program • Flood Insurance • Floodplain Management • Flood Hazard Mapping Print Preview Substantial Improvement NFIP Policy Index • Definition/Description • NFIP Requirement • Other Applicable NFIP Regulations • Guidance • Related Keywords • Special Topic Resources • Supplemental Information for Substantial Improvement Definition/Description Any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. This term includes structures which have incurred "substantial damage," regardless of the actual repair work performed. The term does not, however, include either: 1. Any project for improvement of a structure to correct existing violations of state or local health, sanitary, or safety code specifications which have been identified by the local code enforcement official and which are the minimum necessary to assure safe living conditions or 2. Any alterations of a "historic structure," provided that the alteration will not preclude the structure's 1 of 4 07/30/2009 5:03 PM FEMA: Substantial Improvement file:///C:/Documents%20and%20Settings/dotto/Local%20Settings/Te... continued designation as a "historic structure." Floodplain management requirements for new construction apply to substantial improvements. Increased Cost of Compliance (ICC) coverage does not apply to substantial improvements unless a structure is substantially damaged due to flooding. Back To Top NFIP Requirement • 59.1 -Definition • 60.3 -Flood plain management criteria for flood-prone areas o (b) (5) - Elevation Certificate o (c) (3) - A Zone Nonresidential Buildings o (c) (4) - Zone A Nonresidential Buildings o (c) (5) - Openings o (c) (6) -Zone A Manufactured Homes o (c) (7) -Zone AO Residential Buildings o (c) (8) -Zone AO Nonresidential Buildings o (e) (2) -Elevation Certificate, Zone V o (e) (4) -Zone V Buildings o (e) (5) -Zone V, Free of Obstruction o (e) (8) -Zone V Manufactured Homes Back To Top Other Applicable NFIP Regulations • 60.3 -Flood plain management criteria for flood-prone areas o (c) (10) - Cumulative Effects of Development o (d) (3) -Floodway Encroachment Back To Top Guidance • IS-9 Managing Floodplain Development Through The National Flood Insurance Program(NFIP) (pages 8-4 to 8-16) Back To Top Related Keywords • Addition • Historic Structure • Increased Cost of Compliance (ICC) • Substantial Damage 2 of 4 07/30/2009 5:03 PM FEMA: Substantial Improvement file:///C:/Docimients%20and%20Settings/dotto/Local%20Settings/Te... • USA.gov • DHS U.S. Department of Homeland Security I Federal Emergency Management Agency 500 C Street SW, Washington, D.C. 20472 Disaster Assistance: (800) 621-FEMA/TTY(800) 462-7585 4 of 4 07/30/2009 5:03 PM Rile Edit Options Functions Help Project# 090038 p Nest Project#I Description 'REPLACE PORCHIWNDWS/SIDNG/RO Property 1304 FIFTH AVE I3:3 Issued to IJETT,SALLY a General Segments I Financial I Property Info I Information I Comments I History I Footprint I Conditions I Description I e Segments -RRB -REPAIR RESIDENTIAL BLDG -Open 0 ® RRB-REPAIR RESIDENTIAL BLDG Status Open Issued 113012009 tv,i Expiration 1/31/2012 w Estimated Value l 15000.00 Building Code SF p SINGLE FAMILY DWELLING t - ( Type Code I -Financial • Fees Payments Balance 135.001 135.00CR 0.00 :. Contractor HARRISON CONSTRUCTION&DES a Print Permit I Print Certificate I Add Segment I Remove Segment' Add Phase I Remove Phase I r Edit This Record I 1:1 I Clear I View I dotto C.M.F. = CONCRETE MONUMENT FOUND R.B.F. = RE-BAR I.R.F. = IRON ROD FOUND FOUND FIFTH AVENUE 60' R/W 1" R.B.F. UNDER I.P.F. = IRON PIPE FOUND 2 BRICK DRIVEWAY r 345.84' �(3 N 20'14'00" E -- __ 84.33' 54.43' 53.00' 4: 79.44' ti 79.55' 79.41' 1" I.R ^ w 55.12' i 57.50'Li: 2 3.53' :' ` _ 11 2 CE LG. a ° ci ci ti v d 29.21' �k:: .0.:@: .. a 'Pr • N � '� = 45.43' '`" ��10.65'III ON I PLAT rx I, F.. I— Of- WOOD PRIVACY FENCE W LW A.C. PD EXISTING STORY FRAME ONE 1 W z RESIDENCE CA (1) NOTE: ALL FENCES ARE 6' HIGH LOT 216 M = 4.0 WOOD PRIVACY FENCES f 45.31' O LOT _2_1 PI * 1 J 10.8' *"" REFERENCES: 1 z DECK 1. PLAT OF THIS PROPERTY BY WILLIAM H. SAUSSY, JR. 3 K o WOOD PRIVACY DATED 3/23/88 AND BERT B. BARRETT, SR., P FENCE ON TOP DATED 8/12/88. 9,279 sq.ft. rn OF BLOCK WALL 0.21 acres 2. PLAT OF LOT 214 BY WILLIAM J. LYNCH DATED 5/48 p o 0 w of AND BY BERT B. BARRETT, SR. DATED 12/10/81 Q Ic a. P c0i Q o AND 12/29/81. J --a 3. PLAT OF LOTS 217 & PORTION OF 216 BY BERT 8. N 20'00'57" E j 3.1' x�w o 2.3' BARRETT, JR. DATED 3/13/06. ci 79 42' Z I. POWER POLE 4. D.8. 236L-65 AND P.R.B. 3P-225. 29.22' 55TS 16 J.�- OVERHEAD POWER LINES C.M.F. 84.38' '11'31" W 1/2" R.B.F. STATE OF' GEORGIA LOT 193 T 194 CHATHAM COUNTY PLAT OF THE SOUTHERN PORTION OF LOT 215 & THE NORTHERN PORTION OF LOT 216, WARD 4, REVISED MAY 14, 2009 TO SHOW NEW BRICK TYBEE ISLAND, KNOWN AS No. 1304 FIFTH AVENUE. WALK AND FRONT PORCH (HATCHED AREA) GEOR0/4 . FOR: JOHN H. AND SALLY F. JETT SCALE: 1"= 30' .4.G` '' 'f.F,0 0' 30' 60' i N N. DATE OF SURVEY: SEPTEMBER 9, 2008 __, . it l DATE OF PLAT: SEPTEMBER 10, 2008 '/�it E.O.C. FIELD 1/ 64,760 •) O SURV� - BERT BARRETT, JR. LAND SURVEYING, P.C. A . METHOD POINT NONE . BARRY ADJ. 145 RUNNER ROAD E.O.C. PLAT 1/ 466,571 SAVANNAH, GA. 31410 TOTAL STATION GEOMETER 610 IN MY OPINION THIS PLAT IS A CORRECT (912) 897-0661 REPRESENTATION OF THE LAND PLATTED P.B, FD15-4-1-2) ( -. ______ . --. t t- y..--_,. ....._ _ ----I ' '-26-O ci _ ____ ._._ 1 I hYDr...41r NLIV WALl...9 uzzz-z¢zza / a-Cr ---/- I ---/ 26.-2. ------- - --- 1/1-- -1/1-A____ -4 IV-2" I V - — - r.dr, J.,Aro.....ow.0,,Jr, Al ZZZA-i----EZ2 11."St/ 1 • I WIC. .1 b ...I ° _ L I -- ' -,... -,r———lk Ire ere...—.......-- •.„,11 1 ...) -7 1 --7.- -7..__ . .— 0 A 0 0, , ____. 63 L......?... A3 ------.:,_ I ___. __. __ .. 1 . NtS4'IID.WOW ,s— E-... lib NeWttrek' .//rt .1 0 i .___ 3 , 1 'ti i 3 06, - -- --T-Kr _ _ . _ . _ _ - ! % 16kj , u I 100,,iiii., .., .—1,,c _d P, 0.! I i %, r . . --, N. - -o- r...11...a. ........,-,-.....-.e.I TO.I./I _ .. . Mill _. . • _ _ _ _ II. _ ,.........,../2../..re■ 1 •,,,,,,,,,,,, _ _ \ t..... IL "'NB. t, 0 't• cS _. _ li..... ....._.... .. % I - S 1...■ ki 11111F • i7 ••••-..., .. .- b 'N\ \\ b' 1.1ft_j \ eil I 0 -• 1 '\ ' . tin\S— 0 0 \ L4VN E 0 0 • • I 0 -...........` \ — 1 E E3 ri \ . . , --- r 1 11 • -- . • NEVI AG. -- ----: LOCATON --T- G 1 ,_____,-- .. 1 j , NM CATCAllf17 Dra , ' , • • 1 V ----- ,.kc■ f......) , _...- , sP V IC\ R R P [6. 1 i / , . . . . iLi‘ 0 A L TO PC 4,CD Ii P / . . _rel .!,,Ita,—8 G• ---z...., to NI / re.IlL.071t _ ——— / ---- 1 I VT. s 1---.1- --/-• 0 .....\ ) 1> 'I...... or...... ...‘i7.0. ‘N 0 ‘k) G\ \ Yr, _ \ 2 0 , \ 3-----o C •••,- 1:: ; r . ■ L - 1 . I , f'L-AIV .5CALE 4p ___,L fX15771\16 F1-00P PLAN 1/4" .-.P NFU/1---7-00P 171-AN I/4-" -1' 5t-tr. 1/4..- — ••■ • _ ..._ . _ �-2 —09 t7r tg'j7;107trctlag rt-I-ei:-;-;fav T.)? -c-oi :ss--ide,. . ' zr Get �. �.� 6 ��. � �� LuoevQy va r c 'g >' s Sc vGr3l:h ,a bhp :: pigg P 1C 1„es . rainarita€go i it rotristu c ? ' is jk tmfj i�: `� §3 n as v wtfl V Q > i $ ilto'Cf' 3 � /� • * cdtjrd moral Notes L All ccrrcrfors to v%tit job die and become familiar with the aiding condition before iitli bkI 0nd/or proceeding with any work, 2 'roof of certificate of all rece.""ay iwurance shall be filed with the ad contractor to indemnify and hold harrdess the Owner, lo,S,Architect `' `= "° � � e ds there-of from damages and low re ultinr,�from contractors execution of work y � r Sit: 1 gl:i i s i:3::” • I • 5,Instdl dl Inalladured item,plena,and equipment in:"tncf accordance with the r antiacturel recommended speciflcafiorm except that the"peciflcdiorra ' herein,where more"hinged shall be compiled with 4,In no case"hall dtr ionn be scaled from drawly", The codrador.ehall verify dl conditions and dtnerrsrons in the field before proceeding with .. r `LI 3 3` 'H i g' "i( °" v " - b E � work The ge�errd con/(aC/O( I be notified of any di,crepancies for dariflcation prior to pro eedira with the work (`S'j i DWELLING',3 . d�'`' i e "` �� D i xL •, a y a� °5,All work shall conform to the requirements of the fated edition of the date,federd and local building code"and ordinance",OSttA and all other applicable N',10 S T 63 OF G_ °. Cgs A'°B PY, ''E-1 as_ code"and all other governing authority h dyjuri"dldion, Cam,All direnrAoi are to rough-in vale"'otherwise noted finish floor elevations are to fop of concrete slab and top of interior framing-unte ofherwi noted, N Ceiling height dime:worz"are to be torough-in Airfare urde noted. Dimension"narked"hold'indicates a critical dlren ion that nit be naidaired Any discrepancies axial be reported to general contractor before condluction Speci@g Flood i 3 begin, ini3 e 8k07 Cdr/821oc i gatat • i �� o i r Dim ion"narked"dr"indicate a ninimun clearance that must be maintained, Hashes, a i l s cieskpod 20 algevi 7,#"hall be the responsibility of the getters/cordractor to check with the architectural dra vlrgs before proceeding with the inzstadldion of any mechanical, oilry siz,d ouGP; eV w a2 ', no Ewa G i �,, plumbing to decked work Any discrepancy between the architect's and c o&lilting engineer',drawings and'p dficdion" l be brought to the aftedion of the = ar itect for clarification riot to tn�fcal/ ton of maid work work Jrz�talled In cordlict with the archl#ectu(al drawl I be corrected the corrt(aalor at ht" iii3it w a tt p Any > expense and at no additionrd en"e to lire owner and added, }_ __ _ _ M.... . -_..,_. - _Y__..._,...,.. _ _ I .— �. _ _ .— .— . _ — ,�...._______ —. _ I • 8,All symbol"and abbrevldlon. u d on the drawly"a e con"idered to be con"truction AlCifkielfek If Ih+e contractor ha'c tio, regarding abbreviation"or their exact pruning,the architect l be notified for clarification, 9,Details wanted"typical"shall apply in dl cases unless specifically indicated otherwiLe. 4 • ____-- _� _. _ . __ _ la'�5 _ _ _ _ __ _ _ _ _ _ _ 10.All rubbish and debri're"ultirg from demolition and/or new work shall be di'p d of off-Nile and l trot be allowed lo accumulate, 1 `. ,� Il.No substitution.,will be allowed without prior written approval. I i w °� 12,All framing r ember'gall be arranged and spexed a"to permit 111..1(4W on of pipe conduit' ductwork with a ninllrxin Of axfttirg Contractor"hall provide and in /dl di braces,bad-up plate."and supporting brackets a'required for the Installation of dl wall mounted or suspended mechanical, electrical and mixellareou"equipment, lik 13,Comsat between di'dmilar metals"hall be profect.�'d, t I { /4 flee-Ned contractor to verify existiri electrical capacity pilot to subniftimg bid,and to furnish r cessary drawings to building depart, and pay for dl ' j '1 • necessary incoming service and pay for any related fees nece any for hook-up All electricd work is to conform with rue Underwrder's codes and dl local cedes in Jurisdiction i 44 k 15,Meaeurened and Payment: Work l na1 paced by or sited and/or contractor in winch he expects additional co,d ion beyond the written cordracf _ without written acrfhflrization from general contractor, a7ikice to obtains fJ auttrorixation shad/invalidate any cd�m for additional con nsratiors f' r } If,Gorirru:flons: Confirmation"of delivery dates or orders of ruterial and egtiipent of many long Lead°tires item" f be submitted to the genera/ y tr'QC�n`i _.;,,,_ rw,. .....+.....+...._ �,o!t 20i 0 ,Ci contractor, • • 17,. ubnittals; All submittals by cordrador or"ubcontradors roust be approved by general contractor and/or home owner prior to inddldion • ' 18,Punch/id: tit project completion a formal purtcfdlst will be performed by general a ordrador, Upon completion of rte site review,a list will be prepared a; # IL j LJ i t i 3 subntfted to all parfles indicating dl/ter not in accordee with the eondtucfior,docurJerts, t~flllarlrg completion of all FJlist item,the contractor"hedl . notify the generd contractor to verify that all item on the pun chlisl have been completed, ,1l1 parties will then approve and execzde acceptance of the conplare i Driv' `1, Y Punrhlisl f .:!1-,T74i- 'r5 /9.Strop drawly",samples and prraduc1 literature a"required,to be subnlifed to general corduacfor for approval ! ? . I G\ _..._. ___.__ v it ,' "'�. ' t fxisr' �S /I X83 _._............. ........ _a.._____..___._._.. R*. f _ !�f i _ � { s .. _ . ` .. . _ .._ _.. _ _. ..._. ... - Lr��L .- y- V _tw . --JO'. �rPAII -^* : Dra " « ___ • j ( (j 0 1 t iEWI"tG,€ :uric. / 1 f _........._.._.._.._....,.....___m ......ate.. ..... — ,...... ...e,..-..............,e — .,Y.�._�.. .. �., �-... �.J '. .- " - l` 5, PAN a SG f . 1/8"4' ./--tr _ _ 5-1 . x. . . __, . . . . ., • q .« . _. ., _ .. OAf011pftl W8n h;f36f.":,,,_::G1.1.: -k3 le\il'(")::5 F.,,ibct,F16.0_1. iiiinoonlif:1,o:nanor °ewe 191Thal:(11aRn.1°;Inlc.?jii t 7.2 , , . _ . ... . ... . ... ._ . _ _...„ . .. . ...... .... ...........„..... ...... . . ... .. .. .. ... . ._ .. . :,......oilmdc,, \ rommilimmill iy-o- 111HIPLII - / MGArty5 NEW WA1-1-. zzzz=2=zz3 26i-2" eg Recargiln A ' / I I . _ 409.68119011061180 - All Plumbing Installations must • - IA ,i/ .. .., Y ' toorneply with The ti4nt,rzatimaiLiiutmabing ol elaqhf-tia-AGWiliPgg — / b'-O" / . . R /Ur "AMC # • MECHANICAL EQUIPMENT IN ATTIC 1------ . — _ g shall be accessible by pull-doWn 3i@IFEI Or 1 PO W2G, # 9 . permanent steps through a minimum of 2011 29" opening and allowed ar passageway to the Urili and : linerconnacted 110 volt battury backup requiyald a 3tr or pigiorm at the unit urith . L _ l Slue. E-31:11 SMOKE DETECION:S: nF-7414sai:: bnated in*,ad outdda each aleciulug area,each flew 114144twa3 tl '6.1 ii-z6vs thait r i: . 3 " oodroom. A stmlichell light, entinl and : 4 I secondary condensate pan with a 3/4"Hvalo P:ge Mogelea near corners vkfthikt , _ __...._.. ___ ____,________.__ GFC Protection requivA fnr 0° ,, outside Elva also requird. „.„ . . _____ . _ .. .... .. ... ... „ .. i 1 . ■__. . fieGet,Mde5 On batimoms gavaeos, 0,_„/ b) . . ....„._....._. ______....__............._________.... „...._..._„._._ :: „„ „ _. . „ cnig*,nors,and dong Kio:hen ' Anc.Fthrtilifi't iff, PROTECTION: ...sx„,' 43- con,ler-tops. 0, 1 _ _ _ _, ._________„._____ _____ _ ____ _„ _ - .---...„_ An/no, Aril pA7 ot itlrucT:no 11'clErluCilli ri21:i Fi Alm2 uvilt cEP iLrIPL 1:12:5 siuD2f:oof # # „_ . . . . _.. ... .. .... ..„ . . . . „. .....-- ittia. oP . F ...... : ,..., . ....__. .. __. _ ..._...........„......„.„....._._ __ __ _. __ . _ , to _ „......._.. „.... . . . , . . . . „. . .. . . .. .. _ IPNIETIELLED IN DWAELNLDING .. . _ „„_..._ _ „ . ._ . _ .. .„ .. . . . . .. .._ ________ __ _ _ ___ __ - - 0° L im' rol 5 ono yip g TAErtP1,,PliT1 _ , /3c8" / /WO" __„_______-_________________._____ _ __..__ ______ , # • .... _ . _ „ .. - -____________ .., _____________ _____„_......_______ „_„ ___._______..... _________ _ - —0 0 I ...........„.. . „...... .„ ... .. . -1 I I ' , ..e.eAr , _....._ _ 10 11111 ,r, n. . _ ___.....-_____....._______ _ __ , 1,'- , illi'i",-,nc--1111Cli CHICHI'- up In'c' -11liart,t13.:7lifv, NAE14Rs. _ _ _ _ _ _ .. : ' 5,7 LI,' i To'a CEPT RA;tE FLOCRLOmPREN°/PLC , _________ _ _ \ - - NEI - i . _ __ ___ ____ ______ 11.... ---,t3 ____ ___ _______ ________......_______ _____________ 0 III 00 .,„, __„.....______......__________________ _ I \\ r Ar 1...o.......r4r./vir C112, Ar Wiffir : i -: t., :.,: _&- i',3M _ „ __ „. _._. . . „. . ._ .... . . _ . „ . . „ IN•• _„ __ _ _ _.. ..„. .. _ .. .„.___.„. „ .... .„ _ _ .„.„_ ... .. \ III i , ____ ___.._._....... __........„............. „,.. .„.. l i , ___........ ........ .........„___..„._..._____ \ ' .., ,.... ......,_ _..„......... ‘ -- --,. ..,) , Zz) . \ irll-AGe mirfive - - 0 ......kt). „„ . .. „. _ .,.., 1 . „_____._ ______ _______......._...........____ .....„... _..__ __.„ , wwcw wirtt DOOR' tro7 _....._____....._____________.____.„__________________....._ - -, _ . "' . .. .. _ ___ _ „_ _ ___. _____ ________ __„__ ..._ _. . ri ________„______.___________„_.__ ......-- • - - - 1 1•. _ ____ \ jr— . . ____ _ _____ ___________ _ . . i . . ._ . . , 0 \ 4-- ,..6" , 1 _______________ .._ .........._____________ __ __ __ __ ____. __ _____ ,.....„..„......--- _ „ ... „ „ _„. . . . „ ii:-. T:_ . _ \ • : , __ ....„. \ ___........._________.„ ...._ .... . , I ____--) ..' .., _...........__ _ _____..... __ ......' .....____ _ _____________ ______............_...________ .. _._ _...._ . ... .„. .„... ..__ .. ... . .. . ....„ . . ... . ------'' \ . . r _...,„_..--............------......—__ -- . . \ -'rf'- --7-1 A 1 .„.. . . i ... . . ... . . . ..„. „ . ... . ..„..... _.....„... .„„ ............... ... „..... . „ . ............... _ ____ _ _____ ._ \ 1111H' 1NpRdriVS pooets 4,m SKYLICNT,.,„- R61610-50 IAOLES Rol,eo t 02, 002t49 C?.-.04) 6 _ \ MD hiC SO .2.1-eR E • 0 8 I , 0 C) \ rqiNNOra(LISS WON)ME SRVIALriE MIL • \ , _ ,'.... , 8 0 '''------__ ; I 8 • \ s APPHOVE1 AHD Et:180.EO Ii COLPIOLV °300°4sp.S. its'i'1EI'l IR,'-,;,,,,,,ioll, D. ra4 EC.31kia.i IR El 1'Ll nSewl,-,8s:;:11'971 25'' O,A NOR ill 1:'::.-.'••••-‘'.. ' ' ' ^ Pq'rticnOc; O's Cefilea, faiiip ;. ac iii0,0 J, . . . ( . \ 0 : 0 , - ; \ . _ , ,. _ 0 . 0 : \ . a e . , . _ . . i . 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A.../ . . . . .. . . _ .. . .., .... . .. . ...„..... . ._ .. . ..... . . ,. , . ........ .. . .._..... . .., . .,...,. ... _ . .. ,. ... . ........ - -, diaopEN:11 a:E:Fcl Lle,:.:('). 6 t,,c " ° b'''' 7` N - SHALL BE CONSTRUCTED, t II 2 I'S'-0" INTERIOR FRAMED AND . igt,,b €v S SPECIFIED ; FOR EXTE :OR t; ■ ALL 7 • All insulations RI I.A52 . � _ 5`/It ------t- $'Y` 3r'Iu _ Gtr yl and State et GeovgElFAdithnl in SECT. _ 4 S ` _ _ _ ---------T ::.:_ii, ..azzr:=7:77:2:2_=2,77,7r7 ,,, ..., ,,i2.,,i,:..,77:7 ,ALLOWED ROOF SLOPES ARE 2/12- __ WALL I . ,, .F. ''''4 7112 CONSTRUCTION./Amendments MANUFACTURER'S L v;._._ __I L _ J L ____ J L ' J . _ TO BE FILLED USING ----472').':;.•.'..‘z.? w K_ .,. F. IF 'E /Ct -----k < • i \ . V .; V ti -t New ti at c co ••.,. -...--f ....... I I I j 1 bI �` lf2't F' Y►rYaaD 'aat ?rING ItllL- D L •F J 1 _ _ L_ __ _! L J {� tr 4" rf '` ` "t,l G a .FDGr.� 'MID, D,G,GL rNDS ,: f8d SAW,SING �- x 8 goat= s y. '' #�' - �_ ZX€3 G fL!NG Ja1T� 9 S � f t - -�-_ �� I.'\ _" -I I-- --I _ ,��-» Tug Ssr 1/2"firr PL-Y14/000 5t1fArtilNe V -- LEPIC"/ D Ma [- Y fir . ( tt /` 9✓fY gtF�'9 =`a Ex' P sue_°'" Et - '- '�/DErl° GM 1 :q tEHOB ,, . _ r: - J_ I' ,, mND '' a,G t'/ 'LD W/8d ens 5tl / D -- 5 Y X '. Is 1� l rve , TI-11C04-88 ' _. v 0 _ /8. 14P LaaK' . /'` 7YPCA1-roor iivsro ori1X3'Xif3"` rs „ s tU ti i itta co cerre AT Ai' DrPrtl k) YY 11 t t It llf.� II .Nt lit, �"`b _ _ Ferro e).E/6"X/6"cou mai 4*5 ...., ,.. I} , r var. rtooxwD/NrorCor & o : -® - • 5fE DerAll.I I11111- it.. N, , 16"X16" NU 1 _ ....... I .,6"I7Nro 6 er fVAY _ rIN/5 tiP� W i■ L _ J• L _ J 20'111N, _ +L _+__.___ ....11,c._ - - i 0 6.9 , - _1 %' "MIN. Ilk NrW 5C `rNeJ Era 1NTERIOR PIERS PER FEMA REQUIREMENTS `� --- — nP WAL-L- PrA/L- I 23TTOM OF FOOTING MUST SE A MINIMUM FOOTING 36 INCHES ayi 36 INCHES ,---- 2611E t BELOW RADE. :... i --- xr L il__I L _ __I f 4fr f t 1 � i _;{ r — —1 r II IN I i Re it on each rafter 11 WALL CONSTRUCTION , INTERIOR LOAD BEARING WALL am= — GABLE ll WALLS ILL :_ IRC SECT. Y .._. ' ' BUILT I ACCORDANCE W SEARING WALLS SHALL BE O T T S-o, . M 1 - SECT. 305.2.2, RA E AND H L C E SPECIFIED j V`~. • - 1111 j FIG, 305J AND 307.3.1 Fla EXTERIOR WALLS, r ........, j_._,..- _1 a r- — -i r ____ ■ 11 I I - �° �,.% — #32,5115MYINTR 0 -I- • oco ‘ _6\ , , ' - GStd OF maxi:mica ~ I ...,:'''''' -`,, ile----- 81.9u ________4_ --t____- 7.z.., -]\-- : ..7,.....11\C\ .,N‘C. ''..--F ItS'44" 0 LEI-J--- ----1— TE . , 1 ; r 4l t1 S ! N . — HZ 1r$MY KM 514,OP ALL tX1 i s1 .lo rick X1`G 00\4/0/11/0 • 1(P1WALL DETAIL- 1 / PLAN c,i t 1 I r