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HomeMy Public PortalAbout07-0401 Blakey IN 10,h "' 01:1 `*,, CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 09-13-2007 PERMIT#: 070401 WORK DESCRIPTION: ELEVATING HOUSE NEW FFOOTINGS WORK LOCATION: 15 SEVENTEENTH 4.,. �G X67 OWNER NAME WILLIAM BLAKEY v 10 ADDRESS P.O.BOX 98 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME SOUTH COAST RENOVATIONS ADDRESS 103 W GAZEBO LN CITY STATE ZIP SAVANNAH GA 31410 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEE'S CHARGED $215.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $25,000.00 TOTAL BALANCE DUE: $215.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org *************** -COMM. RNAL- ******************* DATE JUN-23-22 :**** TIME 13:49 ******** MODE = MEMORY TRANSMISSION STRRT=JUN-23 13:47 END=JUN-23 13:49 FILE NO.=461 STN COMM. ONE-TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. RBBR NO. 001 OK $ 3062646 001/001 00°01.04 -CITY OF TYBEE ISL. - ************************************ -CITY OF TYBEE - ***** - 912 786 9539- ********* lb' \41. 1111414 11104-'' RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC,FAX TO:Lynn Brennan 9.3 ,-94445a7 Phone 9124 - eaqb t t4.9 3o6-2303— L' 30 2 ,2S 07-0140( Location Address:, 16 1 l-G' Lot# Release Date:(a• -o 3 f- t w• d w c3—' Type of Release: Temporary V Permanent Subd Name: Electrician.° C'� E(,�, • Electrician Phone Number:1.75. u 9 Owner/Builder: � 'i?j,Q,�; e. _ Phone Number: 1 g‘2- (0 67(,Z 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: RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO: Lynn Brennan 937 Phone 912 o s.4n 306-Z�©S' 3 0 - 2 Lit... °r5:3 ca4,130 ,- 2‘,Z S Or/-0401 . Location Address: 15 114'1" 5 4-. Lot# Release Date: ( •�3-o a .4..c. . Pow Cr-. Type of Release: Temporary Permanent Subd Name: ElectricianR. K ,kr,8.15 E . Electrician Phone Number: '754. -i?9 4 II c Owner/Builder: 4--P:5 it W cz K 2 Phone Number: 1 O�,- (p I Q t 2- 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: 1 . , .s:',..;... ....:. : .,- . .,,.. :.... --,?.....„..,:f. -a- inspection Report Cityti4J Tybee Island . 103 Beil.g..r AvP. P-0. BoR 2749 Ti lee IsSamg„ GA 31328 Phone: (912) 785-4513 ext,, 114 Fax: (912) 785-953u 1 ) ti 1 i Permit Ft 0 r () 7 - r r ) (-1 D 1 Date Recwested LJ ____ Owner's Maine 72--, _ , \ i <e ,..v .___._. D EJ Ice t4leeded 0 1.:-- 4.- ca s„...) 4k eodd.or G,en. Contractor...____IL.a1).____,/ •_ Subcontractor Contact tekonb. r A 0-cin 22 i 3 - (,2 (----j3 1 1 .---- ---- , /---7 7)0 ingpector_______ j (.. i "--,1 i / 1 Date of Ynspection . /\ fr 7\O„,6 ( , Type of inspectionel-- j _j\se._:ic-.500C._*- I ---- 0 v -P r e e c ' J '.3) 1 Pass E 7 Fai 1 . ilasmsBzli - F1 ' .N / —J7— L. ) 1. , 'c' LeeNtie-N5 , EN ... ,) ) .,_L__Ns, • ( it..\\, , 71-,.„3-..-v-) —I -- — - . . . : . ,. r---\. , L._,1 Inspection Report City el Tybee isifmal 403 Biitier iw P.,(.3. Bog 2749 Tybee isl;ind, GA 31328 . Phoue.r; (912) 7e6-45-73 ext. 11.4 Firt. 4:9:0) :186-953* Perin it Mo., (,': ,--) 3- ("-.)(Lit a ( Date P.PcuL ..s1 ge.. t.N • ) . , I / , Owner's tli a3r,e LI 7‘(a r.,..AA Date !tReded .),t,i e.:- / :- (._) S Gen. Co&roc:to!' -- 1--2 0 V\ Ci 0. S ubcontracto r Contact Number 1,...k\-4-,7*. ;,--... :: i :) \ ?) - Lc)4 (x?' ..----.-- i , Locatio.i., 1 ,.../ , -r)(2 k,i(2-r\ "4-9....S2..-ti+V\ ,...2..M"." , i / iiiiq Inspect&r Date fyi Inspection --7 -7- Type o I.agp ect.0 n .__.‘, Li J I ‘ c -C '.1.- Oki e k C, ( 1K . ----VC, L . Fail Ei . i . ! , ,t ,IIOL I.----r-- \ - i \---,v- --L k-- '')-41. r'' ‘"-- i-\'-'''. ; 4-----,__ r ........"..."4' ...„-,-.,■• ..,, \.. ,,., r!..1L 1 1. •'-'- 6q(-42.6, 7:r) / ,,' ' ---,-- , \ k -,\ ,-.0,3 0(4,-6. ii• (A • r-- I 110.a' ' 1,-N.., ---\----- ,.., 4t.AL • r • *-)c ‘,. ,---,j5k U 3 , I C, ,, . .-:‘.... ., Inspection Report I Lily GI Tv-bee Island 1 403 Butler Ave. P.O. Box 2749 Tvbee Island, GA 31328 PiT,,-Aline; (912) 786-4573 ext. 114 Fax: (912) 7R6-9530 f-.i:--,4,--1 i- •K i-,_ ic ) i -- (....) t--I 0 ilai:-.4- ReqjiPrAP-71 ,(0. ((-) - ( 41-t__:-_-(:)_P ----P 1 ' / ,t7.-ti.J.L.r4,et-'.=,; ?1,---.•i-li,- .--) i rA .k"--1 D x-,4rtAtvi NP,Aded - -,,-.4-:14•-• 00 .c,-*-• ------ 1./` c ' _ /.•-" / J en. ii:onkraci-tbr - ..,...,-; •-, v, ..:,,,,L. - Suttorktracor /,. -f-') , r., ■?-S L iec., . ,-i _ocacion f M i T ng V ec to r '1/1 ) Datc of Inspection 1/4. %--- , Type of Inspection ___1 _i r\ ._>, ii,..)0 r: 1 '--1-t t•Y P, 00r) I 0 i P!r--- r — g ,/ Pass ------------- Fail Ej 1 I I, ( , - 7-o1( ■ U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE I OMB No.1660-0008 Expires February 28.2009 I Federal Emergency Management Agency National Flood insurance Program Important_ Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For insurance Company Use: Al. Building Owner's Name I ` , Policy Number S 6.., It �©c-S 1 K a-7Q O. j�1,..1--.,S - ' , (,- J ,i er: e 1.. A2. Buildin Street Address(including Apt.,Unit,Suite,and/or Bldg.Na_}or P.O.Route and Box No. - Company NAIC-Number ii 5- I t g. i r 4 eV-City-v --t G --t%"--- 5 t...A!�0 L? $f�{a Co I ‘21 ZIP Code 3 Q A3. Pro.-rty Description(Lot and Block.Numbers,Tax Parcel Number,Legal Description,etc.) i-E-Rr-r S.'$ ' o .Lei Z oe &1'r L a 7 1 a/3 , pi--o-_-t, 5- t 43, -*--. v s , ATI.-O A4. Building Use(e.g.,Residential,Non-Residential Addition,Accessory,etc.) ('fit flc 't j I ( 't--- A5. Latitude/Longitude:Lat. N 31855.41 ill' Long.W,, 8(a��O r Horizontal Datum: ❑WAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance_ A7. Building Diagram Number g A8. For a building with a crawl space or enclosure(s),provide: A9. Fora building with an attached garage,provide: a) Square footage of crawl space or enclosures) f$17 sq It a) Square footage of attached garage 0 sq ft b) No.of permanent flood openings in the crawl space or ,�pp b) No.of permanent flood openings in the attachetd garage enclosure(s)watts within 1.0 foot above adjacent grade t9 walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b O sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Communpflame&Community Number B2.County Name B3.State 1`tG - LSLFto 13S- i(04 G1 1". . Gi a R.iPt 64.Map/Panel Number ' B5.Suffix BO.FIRM Index B7.FIRM Panel BB_Flood B9.Base Flood Elevation(s)(Zone Date 1 35 f Lf - 6 o le C (,-1? 8 r r 1"1-6C.vrsed () i 1 use base flood depth) _ B10. indicate the source orthe se Flood Elevation(BFE)data or base flood depth entered in Item 89. 503 ' �T 0 FIS ProfileRM 0 Community Det ined Q Other(Describe) B11. Indicate elevation datum used for BFE in Item 89: NGVD 1929 ❑NAVD 1988 Q Other(Describe) 612. is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? fl Yes ©'?+to Designation Date [0 CBRS 0 OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: 0 Construction Drawings* ❑Building Under Construction* G 'rushed Construction A new Elevation Certificate wil be required rwhen construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARIAS,AR/At A30,AR/AH,AR/A0. Complete Items C2.a-g below according to the building diagram specified in item A7. Benchmark Utilized L.v Car L. Vertical Datum NC V 0 ,9 2..5 Conversion/Comments NI Ps Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor) I O Z. t ❑meters(Puerto Rico only) b) Top of the next higher floor I 4. C:) get ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) Li .D feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) , /rqu feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building I _ d [feet Q meters(Puerto Rico only) (Describe type of equipment in Comments) / f) Lowest adjacent(finished)grade(LAG) / U. (2 feet Q meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) to.5 Fleet fl meters(Puerto Rico only) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. . _ 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S_Code,Section 1001. L'7 heck here if comments are provided on back of form. J �'" ' 1 Certifies Warne License Number a gzi_ �.u V t a Zr-hr-r" He-L_,-...,N-z-, t $Q.2- Title Company Name , LP,:� St)&"E ft)t . ;"7-le-A 6./, Address . 1. City State ZIP Code ?0 v i T> 14 alj o:: S AJ®j D-.^d dot tit ca Li- 3 i 419 'i� �, e U•, Signature * Date (en yelephane s4= Ely t l" FEMA Form 81-31, February 2006 See reverse side for continuation. 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 15 17TH STREET City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC 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 7-10-08 /00 tlir 4 ay 4 E!z s. pl ill li it 11111111111 O1 s REAR VIEW 7-10-08 i {Illll11111iIu r• a 3 tt'we r» tK T �RS��11111 ' 4 L . :',' t . 4 P .. 0 ::- : y: inspeclaon Report City of Tyhee Island 4.4-143 tier Ave. P..0. fox 2749 Tythae 7131,End, GA 313M Phone: (91.2) 766-4573 ext. 114 4:al!: ;912) 766-9539 ..., 5, Or"? : Q_ LI-Cj 1 Date Requested .)(0. 1 g" 0 <---\--) 1 Owner's Name VI-.) ri i'''.1 7_ ,,atp. NePdPd 0(0 - I 9 -0 E 7C4-7E74 -;---- . ---,-;,;, D2 ,k--k s7- „-----, ) i , , , c 1 Gen. Contract°v ' :--.2•(-, c.,." • Subcontractor k. •kl. .in C.i.. 0 , 0 Contact Num ber A 31 . ' - Co1-1-S) 3 ) ., -----J.. ,./in. ( ,-4-e5 ...,(N n" f---, , ; re / -1:.tispecto r --?fil te of inspection T-- I Type of Inspection - •-• ‘.7 c0 (4... e..41(..) , ,...-_. , El ---+(_-_,, „--...;tir------=6Q io -I e" c4 ' k „ 1 i1 0 Fa Fre■DIdisi::)/.'r-- 'BOXIE_.5, ,) 0 ; ii,---: 1 i,.3 ( j 1 --7- - v v.) r, 0— (,:- 7,00. ---' ) 1 0.7, \ t \ A V` Qv ? /7 \, II \ in Yi .• ••• inspection Report City o Tybee Island 403 Butler Ave. P.O. Box 2749 Iv bee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fx: (912) 786-9539 -/ 0 ( Permit No. 0 r" - Date Requested Ob 0 ? Civimer'5 s=! O.k Date Needed O'DQ S+- Gen. Contractor P n Subcontractor Contact Number Al 4-3(PI i - (I>) L 3 Locatio ki 1 e n-420_ 4r ! Inspector 1/4 Date of Inspection 0B Type of Inspection . e (\c.i) ( r cN-1 Pass Fail pIs L_ . 1 . \ . • , Inspection/Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 11.4 Fax: (912) 786-9539 Permit No. _0 ri -(9 Lit 0/ nate Reque.gtPd - e Owner's N a-me k Date Needed r) 0 S7 cd • Gen. Contractor CD 0 p("N Ni S ubcon tra c to r Contact Number 3 1 3 - (04g) 3 Location 1 Se,"e c•-% inspector Date of Inspection 7IS Type of Inspection I 0 0.11 Pass flO 1--)66-13`:> Fail FE w• . Inspection Report City of -lrybee Island • • 403 Butler Ave. P.O. Box 2749 Tye Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax (912) 786-9539 Permit tic,. Date Requested D '4 - 3 0- o Owner's Name t0 i."'N Date Needed 9 S- 0 I — Gen. Contractor 64 S-4- Re el . Subcontractor Contact Number 313 - (o4 0 -3 .1 I, Location I ,1--) vie 1,, . _ ..÷ Inspector 7C0 Date of Inspection Type of Inspection Al& ( e (.-) rzf . (16 ) Pass •.,,I Fail r # o3k Pika Ir59 ° C: c rD -) sh - 1 ,Ns‘, t . e E is r . 1 : . . .----; , , . ; i ,., .• -., ,3•-y. •. ...,•,., . .. . .,:,•••- •--, ', , , c,• :... .,..i,,.., . Inspection Report ,...„ . fily of Tybee island 4103 butler Ave. P.O. Box 2749 Tybee Isidnd, GA 31325 , . Phone: (912) 786--4573 ext. 114 ,. Fax: (917) 7136-9539 • (--) t-7 ,.., , i 1 d----. 1 ---) , Permit rio Li I --__L,---) -1- CD I________ Date Reqiiestecl kJ---4 '4 'Cr 0 F 0 1 1 . Owner's Name 171) 10 t.0 R.I.-A/ Date Ne.ederi tn ./ - 2 0- (fp? ---f-).,. ..,_;241- Gen., Co ntract.o r i-c' ev) ,./ - Subcontractor CCP ntact Plumber \ t 1 ...1-113r-) Location I S D l Ins:pae:l e -2 l') Date of Inspection ,/ ,-, 3 Type of inspection . 0■11- \ ,t,..9 ,... it il E.c1 '' EA-i --\---- c•C• -1'1'fill)' 31 c-- gi-aL Isla . \----- - ec- — 1-- --)x- 1 \,5 , 1 -0 . Z) "DIE 62o 0 t6./-_, E-1 (4319.J Fb-17 on 61,t) ( of---5 0.7. ,--A r:;01\1 \,...t...)\.,.... 4-.. 4--,5 k t2.3 Fr,.... 1,16,:c. - "1.) --------7 #ir • / ' -\ - I --1-) '.."\ i 7). • ( :1;'/'1 xf-- , n s ) — \-- ......) j (.,......) E. ( ., (/"1" • . , L. ‘ ‘ Le f k‘ p5-.1•1Z4C. 1b 0.3 ,,ir,A) k 0 :..-;?(,- x)L -7 . , ---- e tf. -01-27?)ii CD-FL, '1,-;44.1 '"*".‘•>?....rc.5.-ce,:',-;,0-ic-Lft--1 1A6f; 31 2.;S Woutpg p Fe S c 0 R a- 'DP (..)Pirs 1-• 146 *II< _ \ I 1 --'6...\ e r-ir-' , - ..1. 1 - \ VVr;V:1_, 0 1E. s, --r f...)i&U, ""ko zi (--cc)14' \--7-.,w41,)--;-\.- -4-, cx,vt...-5,---,i'L, ay.: ,1__V-_,u 5 ,.,, oz...;(_. 7. ,,,oc, ! )I . . .•,I.,:f'k, tok4 (1 AV,' 014 \ 650 tOt ( tn.•■ "IS'y ----t---) vDDL) r-c3-czc .5;-\(-_,„- Te.A-4,3, -. (..)i ) _. ,■cAp--.D 9-P -43;'" IC,(,--1,ieS-h, ,44/491. / op?'" ■17-c, 1 ,t) ,i ,,e). !II. , (...) 7-Cril ,--,{`11 • I ,- 1 _1 ., • • Inspection Report City ot Tybee Island 403 Butler Ave. P_O. Box 2149 Tvbee Island, GA 31328 Phone-. (912) 786-4573 ext. 114 fax: (912) 786-9539 Permit. Din r7 _ Date Requested D 3 -t -0 cS fttrinFsei; Date Needed s'o 4)54 Gen. Contractor (-1 LI ,-;;Lit-pca ntracto r ntact N tm how- )4 \ 4-, 313 - Local. I 5 1/4/ 54--• I nwet tor 714 _ Date ,Tht Jnspeckien _ 5 / Type of n.gpfirl Pass Fait :1 Inspection Report city of Tybee ii:t LI 403 Butler .etive. P.O. Box 7149 Tybee Island, GA 31328 Phone: (912) 76-4573 ext. 114 Fax: (912) 786-9530 Permil No, Dl - Ok4 0 ( Date Rog-Hie-4Pd Owner's Name.1?) 6 Date Needed I :D. - ( L4 -0-1 0 3-4 Gen Cantr.wtür Subcontractor Contact NiinihPr A\ A-0 , 3') 3- i ) • at •• • 4. !,:t;•'' ' Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tvbee IsIdnd, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 permit pik-L 011040 Dm-Ft RiNvie.qtro 2 - Ownere )_i _e LAAr_ Date !Needed f -7 - Gen. C.:ontractPr ,q6,10V. Subcontractor Contact- Nsmlber fm 33 (04g 3 LocatIo. c 1J24k Inc:pert-or Date of I nSpedifpro Type Pf incpection til Ras-s 1.21 •%''.) • alit Inspection Report eAy t Tirbee !s4 ! boter Averaw P.O. Box 2349 Thee Island, GA 31328 ji 186-4513 extenciou 114. Fon: (91_2) 786-9539 , Permit Pi o. L-) D Date Requested _it ) - 9 —0 -7 Owner' Name k2 (A/ Date Needed - 7- -0-7 Li Gen. Contractor Dc--1.54 ir<2. A 3- • Subcontractor s E-_ 1 c . Contact rit1131ber --t" ;Dv-) ) I e 3 [nptori Location I ,f") '7)0 P r-N4-k — /I) «7/ 2 Date of Inspection Time of Inspe4.7.ton ,Th(Z LAD (-7 Pasa. Fail Li 1 - — RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9-12944=1S-37 Phone 912-443-5063 040 24yb 0 co-o 2. 53 Location Address: 9-0 3 1 04-4" -r-, Lot# Release Date: J 0-2.2-o 1 w+ ,,pp Type of Release: Temporary ereman•enat Subd Name: Electrician: Ang L (e_ , Electrician Phone Number: 0(0c 2 Owner/Builder: D; er ► t: e e S; n S Phone Number: '7 g(o '7914-C O - o392 Location Address: 2 0 }-►o rSope 1)10:44-' Dr. Lot# 10 Release Date: (0-22 -6 7 Type of Release: Temporary ✓Permanent Subd Name: 4 Electrician: Tr O P,tr- f,G , Electrician Phone Number: (p 5 C-4 goo- Owner/Builder: Los �' SQ n d S-C` cid Phone Number: S'5 '- 1% 3 0'7- Location Address: is- 1 �� 5 Lot# Release Date: 1022.-0 YP V �4.w�Me)rY T e of Release: Tem ora Permanent Subd Name: Electrician: K :n3.5 1::::.[e c . Electrician Phone Number: -754- 1?9 Owner/Builder: (� , ( j a. 1.4. Phone Number: 7 g6 • (0912-Z CITY OF TYBEE ISLAND, GEORGIA 1<\ O APPLICATION FOR BUILDING PERMIT �(51. q°\' _ 5e`76)(\ Location: l 5— / 7 -- - /-EC�-- ^-7---- PIN# NAME ADDRESS TELEPHONE Owner i#l.t-- jLA k EV l' l fi c-I �7 m xiC:, 7e6.)-- &9/.2 Architect or Engineer Building 5v0714 6r4- % d05 Vey/ f ZE& ti" - Contractor l'o0144770x, .(v bli-PlYtc_& ( 4 -iii1I 1 6 X12' SV7 5 5 5l (Check all that apply) ❑ Repair ❑ Residential ❑ Footprint Changes ❑ Renovation MI Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex ❑ Demolition ❑ Substantial Addition ❑ Multi-Family Eil Other ❑ Commercial Details of Project: ii7eiti b v Az.._ 62,f- 4,-�r / Y/3C/' 71/A da / cX�V P 1 b jr 1. �-p- -/ Vex) . c iz.),1 - ,e,,,,_ Estimated Cost of Construction: $ 9\17 O 00 v � � � � Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel &Masonry (3) Brick Veneer r Proposed use: F X1)4--x-10 r-" 0 A✓ 1 Remarks: �1 ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units 1 #Bedrooms > #Bathrooms Lot Area_l_ Living space(total sq. ft.) i3 't o #Off-street parking spaces .).— (,0Av L tl2E y AZ Trees located&listed on site plan P/. Access: ` i ` era -V Driveway (ft.) -With culvert? (4 With swale? f j Setbacks: Front Rear %S,9- ' - Sides(L) r5 (R) /2.96 #Stories( Height J V l ertical 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 TavyS Tail/S -.ju kt On-site waste and debris containers will be provided by A 6 ),�Y�7 Construction debris will be disposed by AO& by means of /1/3 /,UC5` A 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: ?)/<4 Signature of Applicant:.1\---?j5 n- 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 V l I Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date FEES Zoning Administrator Permit 'tn Code Enforcement Officer IF47, 09- j2_01, WInsp tTons 5;er Water/Sewer Tap N Storm/Drainage Sewer Stub P� Ins o F Aid to Const. . _ � City Manager TOTAL 2/ FROM : S&U BLAKEY PHONE NO. : 617 860 9348 Jun. 05 2007 11:02AM P4 C.M.F. e= CONCRETE MONUMENT FOUND . R.B.F. = '1/2" REBAR FOUND R.B.S. = 1/2" REBAR SET SEVENTEENTH STREET 80' R/W BENCHMARK TOP OF R.B.S R.B.F. $ 71'00'00" E — 55.00' EL. 10.30 NGVD 29 $ 71'00'00" E--...- 100.00' '- b ct' 319.3`x' t' PORCH N 71'00'00" W m O. o3 12.69' 13.22' a O . b . . u) Q s Q LOTcn w t �.r► EXISTING ONE STORY BRICK & FRAME RESIDENCE --.. { L 0 T 3 ► x - 1E 0 it a. AVERAGE GROUND t..1.11 ELEVATION IS 0.2' = d 1 12.53' 13.34' p1 I !Q I co — N 71'00'00" W CHAIN LINK FENCE 39.95'________$ R.B.F. 55.00' ---- N 71'00'00" W R•B.S. REFERENCES: 1. D.B. 240P-317 & 243L-609 2. M.B. 2-274 & P.R.B. B-40 L O T 9 L O T 8 STATE OF GEORGIA NOTE: ACCORDING TO `FIRM' 135164 02 C DATED 6/17/36 CHATHAM COUNTY THIS SITE IS IN AN `A8-14' FLOOD ZONE. PLAT OF THE EASTERN 55' OF LOT 2, OF A SUBDIVISION OF BEACH LOT 103, WARD 5, KNOWN AS No. 13 SEVENTEETH STREET, TYBEE ISLAND, GEORGIA. FOR: DAIVO ROOT . DATE: APRIL 4, 2003 0 R Gi, SCALE: 1"=, 20' -CI IN MY OPINION THIS PLAT IS A CORRECT GtSTE-4 , REPRESENTATION OF THE LAND PLATTED ° 20' 40'E.O.C. , FIELD 1/ 32,000 4 i1r 0 < ERROR/POINT 1. BERT BARRETT, JR. !04 .4.... A ADJ. METHOD INSPECTION LAND SURVEYING, P.C. tr (7 �c 120 ` E.O.C. PLAT 1/ INF._ _ 14,5 RUNNER ROAD /5 SUR\IC'' '•° • TOTAL STATION GEdQJbclEl 610 SAVANNAH, GA. 31410 BAR?- '" • (912) 897-0661 FROM : SW BLAKEY PHONE NO. : 617 860 9348 Jun. 05 2007 11:00AM P2 . . -, ,. • __________. .....____. ......._ . . , - • • - • • . . .. ., a•••••■•••*•41•.■•••••■••■••■••■••1.914.0 4' ...r1. 7 ' eA0. 4 s 1 . . . • . i ' 44 AeO•10.1 . .. ., hitA9.1 Mx/40, ti....., -. 410: • _ 9 . .4' . .,.. . . ... .. . .. . . . :, .,_ , . .3, la, K • : • 1 • -s, h • '14 . .. - 4 . • - ;., V# . •. 14) . 6 . , ll • 2 • / - t...i cy , do •. , $ • , .•__0 — s•.,, , •••• . • - — .Ilimon..m...............•••■-•e , a a . . a• . . a a • . , • , a a , * . , ..14 . , . • - • • . ,.• _ .... • , . . A - dk.. 4......0 0" -..-.., ...................,— • . n ' • ' . . 01/74.eie. • . . efiec s .. , • . • • ) , .. , ... • • . , - --- ' . • • . . .1. . . - • • . • . . .-, ick#,R7t.5.6comerivcs : • . 447-eirgAriy.55'igor. 2 Of 464,4pte lor AA? • : .. . • 4 ryeze tesi-swo OA,. • • • eieveyka f oie -- `i . • • ,T • . . - .'. II f.49.Weiwe y : 1 . . _ .-. • Yeiti.r:Iiroiltf,y, • ..5'41.4,4 r .0s41# . • ' - L . • . • , , ._ ... . . , . sscre.,‘,44.4,..........:4.-,-.... . ._ . . . . . . • . .. .' • . . . , l • t • . . . . • ' ' . • • . ' • • • •. scm.e -or . . . . • . . , . • • REP110,01)0EP 'loci _ • • •s• . , iLiti._....,.. ---lui:-. • . .-„, . .. . . . , . • FROM : S&W BLAKEY PHONE NO. : 617 860 9348 Jun. 05 2007 11:01AM P3 FEDERAL EMERGENCY MANAGEMENT AGENCY ( _M.B. No_ 3067-0077 NA-RONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Im rtattl Rid the._,_ on 1.7. SECTION A-PROPERTY OWNER INFORMATION `.,...,:t:. laDILDING OWNERS NAME Ar f>t ,.0-.Tf Y Y f, } t i 3t » . DAVID ROOT rt BUfLDIN 3 sTREET ENTI I STREET (Ir InO Unit Suite,andtor Bldg.No.}OR P.O.ROtAT( AND BbX N(?. t v1.: v...> r. r 13SEMENTE CITY STATE :>><_ TYBEE ISLAM ZIP CODE CA 31328 PROPERTY DESCRIPTION(Lot and— Block Tax Parcel Number,LEI Description,etc.)rrd m^ - EASTERN 55'OF LOT 2,OF A SUBDIVISION OF BEACH LOT 103,WARD 5,TYREE ISLAND BUILDING USE(e.g,,Rte,Non-mid-4M ,Addition,Accessory,etc. Usea Comments area,Ip necessary) RESIDENTIAL L4TITUDE/LONGMUOE(OPTIONAL) HORIZONTAL DATUM: SOURCE: U 4PS(Fe),_ (# °- -sow or MONO)A4tt) D MD 1927 0 NAD 1983 SECTION S-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.rte 'COMMIA IITY tdAtulE r COt COMMUNITY NUMBER 62 COUNTY NAME B3.STATE .� — TYBEE ISLAND,GEORGIA-135164 CHATHAM GA, B4,MAPAND PANEL B7.FIRM PANEL B9.BASE FLOOD ELEVATIOS) tS NUM3ER 2 85.S�FIX BB.FIRM INDEX DATE EFFECTIUE/RIVISFD DATE ::.FLOOD ZONE(S) (ZaneAO,use de ih of(tooting) 8r17/E6 8117t86 M 14 WO,Intim*the source of the Base Flood EI n(BFE)data yr Lass flood depth enIcred in B9. 0 RS Ptotrie ®FIRM 0 Gocritn njly Determined ❑Other(L)ascnbe)! 611.In cete time eon datum used k r the I3FE m B9:kM NGVD 1929 ❑NAVD 1 N.; fl Other(Dew): 812.1s the• c.•,:,located In a Co estat Barrier r• area cr Othen a Protrid Area CPA !Yes CI No D Do A BECTON C•BUILDING ELEVATION I (SURVEY REOUI =-1) Cl.Baking elearatinlls are based on Cl Cartr art ores 0 Builang Under Cor tictiorr P.2. Finished Con action """` *A new Elevation Certificate wiIt be required when construction of the building is cariplete, C2.Baiting Diagram NAmber 8(Select to baking&gam most*Her to the Wiling for which this certificate ate Is be'completed-see pfige .6 and 7. ff no diagram accaalety repeSellt5 the burkfing,povide a skekh or photograph) 03.Elevations-Zones Al-AX AE,Al-i,A(with BFE),VE,V1430,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AWAH,AR/AO Cartolets Items C3.-e.I below m o l d i n g to the bulking d m In Item C2.State the datrn used,ff tha datum is difaarrt from the ctstArn used far the?FE in Seer,B,convert the clam to that used for the BFE.Stour field measurements and datum conversion calculation. Use the spy provided cr the Comments area of Secflon O cr sum G.as aPPMPriate,to dociment the datum conversion. Datum NOVA 1929 C slolVCom ants NONE Emotion reference marts used LOGAL.I7oes the elevation reference mark used appear on the FIRM? ©Yes rar No -- (7 a)Top of button Boor(Rcfcici ng basement cr etx ) 9. 2 ft,(m) m W‘ ❑b)Too of nerd timer boor 111.97 ft(m) O.c)Bottom of iwest hail structural member(V ass only) hi%_ CI d)Attached garage(top of slab) t _J(m) i 6 . ► CI e)Lowest elevation of machinery andk r zv Q Ili r; ter' 9 the ([fie in a Comments area) 9 L.gilt 1) 1 tj 0 0 f)Lowest aelacent q �t(tines (HAG) 10, ft(M) g ' U h)No.of pemertt openings(flood vents)Within 1 ft above adjacent gade10 la,)Iola area of hil permanent apse (kW vim)in C3.h 1008 sq.h.(sq.at 1) SEC 10N D-SURVEYOR,ENGINEER,OR ACT C TIFICATION This cerWtcation is to be stifled and sealed a land �'' by strsreyor,engineer,or at'cttitect authorized by law}q certify eteWa6an information. I certify that the h*,'mat/on kri Sections A,8,and C art this caracole represents my best el ts:to Irttmpret the dote available. 1 undevstend that an false statement m be able byline�imprisonment under i8 U.S. Code Section 1001. CERTIFIR'S NAME BERT H.BARRETT,JR. t,ICENSE NUMBER GA__ TITLE PRESIDENT COMPANY NAME REM'BART TT,JR.LANE SURVEYING,P.C. ADDRESS CITY m STATE ZIP CODE 145RIJNNEI RROAt) ill A 1 / SAVANNAH GA 31410 SIGNATURE Aralremil".111117A. DATE TI3.EPHONE J 9 PETAA 1 1 404/03 912497-0661 .:=N01.0gP Chatham Goratg .. V 4- 0\ O'N' c:eN, ?,.'i• .., e fW:-Lk% c:k.. -' -K2' , •'•,0- tr9=12:s, been made to identifY 771aU FOR CON, COMPLIANCM -=,<-;;'C4k,r.. no oversight by the of0 ., 0‘. NI.'`:.: c',‘'.',, a .P,°,' \, - ,,,,; ,,, 13.-!qviewar shll be construed as authority (2_,, to violate, cancel, alter or set aside 6;;,- ., -.:-,...-, -,-- ::'',‘1 v" ,„:- any applicable codes or ordinances. The ..\\,e,tr-- ..---, ..“' review and permit should not be conetrusd as a warranty or guarantee. q-(97 , . Vjh 0 i;'''',("7-TNI,'" kI iffilV 10 i'V •&.. SPACE 2F,LOW FLOOD Euv' TO N MO-I,-.,rte) Flood hazard Fono A. BFE ' ki 17, 747 hydrostatic vents required to relieve water pressure in No interior finishes, walls designed IS / if\ ttAy Tay I zavA ----A0,-,, enclosed space below flood elevation. 1 square inch of to allow entry and exit of water, no vent required for each 1 square foot of floor area mechan• i ica, equipment. Only parking, Bottom ot vent must be within 1 foot of the grade limited storage and building access . elevation. Vents must be placed in opposite %MOS to below 3FE permit water to flow. Li 60'-4" 0 < Z L_Li r: 9'-0" 40'-4" 11'-0" 0 0 • LJ (/)-- _,_•• ,., 0 — LU F 1 c , z N t. : < oulmmulusmannummmum.....a.................1..m........inamiumagatummumm-inummilimummummmumummummumimummumnr >- . Sommonummanommommumammum annunmammumuilminummumalimmannumis=wasimmalriarinmommummunnuminummommunismaimuminmansommiumaammil LiJ v) t() _ II In ... um II II II II II Y Lu II r 1 Vn lu I ■ 7 MIiIII - IIn III I I s ii II IM I •,, <-I 1w C>- NI IR 10"x 36" CONCRETE FOOTING II II w/ 3 #5 REBAR CONT. I III II MO !! II II 6'-8" 6'-7" .. u 7'-3" 6'-7" / / 6'—8" / 7'-3" II II ii ii II II II --- --- ,- ,- --- ---1 1 1 I 1 n as 0 II u 1 1 1 1 1 1 i so u ,zI- IN II QC I gil I QC I I MI I I ENG I IS . IS . II 1 NI •ct- III IS •. II ; Ill = I ' UV ' Op ! I OD 1 ' LOCI , u , II / 1 1 1 1 0 inc3) IN III 111 ; is I II II 1 1 I i I I I IS 1 II in co • III IS ._ , ., - _, '-- IS SEE SOLID FOUNDATION II 1 III SI SEE TYPICAL PIER DETAIL III i :: 1111 EXISTING BEAMS MUST CENTER ON CMU PIERS IS PERIMETER WALL DETAIL in Lu 'sI' c\I I I I > - :: II 111 © CONCRETE SLAB ! II t‘o - 1 II IS VERIFY PIER LOCATIONS ACCORDINGLY IIIII . 57•0 r--) L- c” 6'-11" 0 < '---' i 1111 011 (GR 0 U N D COVER) IS I II 11 II MO 1111 II ; ; II i II 6 n Y t2 0 a_ IN IN : II ; 1 III <C 0 0 w _ IS ' UI _ , . __ _ _____ - __ ' III II II ; IIII 7 - . . i II ; ; 1111 0 0 1111 ' II IS MO cc - N II I IS •-•-47-07 • , , •• 0 „ i • * : . •'. •I • , u ; u 29'-0" ' u CONCRETE as 1 1 1 1 I I En . in 29'-0'' > 0 < co ■ , n NI 1 LAU , .... • ; , •••• • 1 . . , .r. o , I Er• • . ' IN CONCRETE 1 as LJ Z 1 NI II ; - 1 ; ; ; II : II (...) Z c I I I I I I 1 On SLAB i IN 1--- oo < ") on SLAB i I L , L , L , II 1111 SEE SOLID FOUNDATIORT' II III > c\I u SEE TYPICAL PIER DETAIL IIIII • SI • ( ) 7- < III II PERIMETE WALL DETAIL r 1 IS 11111 1111 I 2'--8" ACCESS OPENING n n I I SEE SOLID FOUNDATION! ai 011 (..) F) n as (OWNER TO VERIFY LOCATION), PERIMETER WALL DETAI 111111 RU — MI II L _J i u u u u 6'-11" II SS < II II II II U_ II II r ri r- r IS II IV SEE SOLID FOUNDATION 11111 I I Ill II RI II a''' • 1 O., • MI 1 MI:1 •• •• • II . II SI bERIMETER WALL DETAIL ini N • 1 _____---- NO -ili in u lin l© CONCRETE SLA III— ;sr• • 1 A o',• • IAD 1.---EM7- .11,' • • RENOVATIONS Ile II .•. ; .•. ; II NI III I II ; IS OM 111 1111 L ., i L ., RI II II MO III 111 SEE TYPICAL PIER DETAIL PROPOSED Ill IN EXISTING BEAMS MUST CENTER ON CMU PIERS II 11111 Ill II 111 II IM II VERIFY PIER LOCATIONS ACCORDINGLY . NO NI RESIDENCE NI III .7,_7" on 1111 1111 NI r i 1111 II IN ON VERIFY ALL DIMENSIONS WILL FIT EXISTING BLDG FOOTPRINT MI OM II Ill L J II II III L i 11 L _J 11 L ___] Ill TYEIEE ISLAND.GECROIA ii MI II Ili III On Revisions II RI MO SI IIII.Imusaumalmammiaammimaima maimummuummannumuummummaimmissologinummanommimmarommannumummantaamaansiriammusamumomiumum0111 nitimmomansommummummummuommumisammimumaimmummummommtalniiiiii'iimiiiiiiimatanommmumminumrammummummummiummonummusamoomiS L __. , Wth---ze---,vt (c. \r44() Tyrie-A J 9'-0" 40'-4" 11'-0" . =ie.: dote, . AS NOTED MAY 2007 ' 60'-4" dv.: I..: town.no. SP SP ■ / . dwg. title NOTES: 1) BOTTOM OF FOOTINGS TO BE A MININUM OF 36" BELOW GRADE -=-0 , \ DATIO \ P A \ 2) PIERS ARE TO BE CAPPED WITH METAL FLASHING TO OVERHANG SIDES. FOUNDATION SCALE=1/4"=V-0" 3) CONCRETE BLOCKS, MUST BE CENTERED ON THE FOOTING PADS PLAN 4) 32" WIDE ACCESS OPENING @ PREFERRED LOCATION dwq.no. 5) CRAWL SPACE VENTS TO BE LOCATED 3' FROM EA. CORNER • AND/OR PER EVERY 150 SQ. FT. OF FLOOR SPACE 6) STRIKE ALL MORTAR JOINTS - _ , _ . - : • k. 'Wbs1 , I ir' -V1Wit 't■ \ \\\ •;\' . '• -'.& /0"! 4:••••• •". •ii, (0, 1 A ZO4 riZZSe VIM 11111 r,‘,_ 117/ ,:.., \-,.,......t......2, $414v* ,,,, 4., f, . LLJ i . 1 SIMPSON STRONG TIE (PHD5-SDS3) EA. CORNER ,_ •. < •..._.„' -cf- A' Z CD SIMPSON LSTA 21 STRAP @ 16" O.C. ATTACHED TO SIMPSON STRONG TIE (PrrioSDS3) EA. tbIRER BOXING BAND AND WALL STUD w/ (7) 8d NAILS EA. MEMBER 5/8"x 10" ANCHOR BOLT i6 O. . 4,. ' 1414 C) 0 1.7. 5/8"x 10" ANCHOR BOLT© 16" O.C. w/7" MIN EMBED w/ 3x3x1/8 PLATE WASHER t S. w/7" MIN EMBED w/ 3x3x1/8 PLATE WASHER 4" 3000 PSI CONCRETE SLAB !Ila I l PROVIDE WITHIN 6"-12" O F E ft OF EA.,:t:PtATr" , - LL_I AND WITHIN 12" OF ALL CcORNE. RS t,• =1' ,;! -PROVIDE WITHIN WITHIN 6"-12" OF END OF EA. PLATE fai _ REINF.W/ FIBER OR W/6x6 #10/#10 W.W.M. !RH - _ < 14 r AND WITHIN 12" OF ALL CORNERS 2X4 SOLE PLATE i.-.-.i.l.l 2X4 SOLE PLATE 8" HOLLOW 'L' BLOCK ATYlf • ›.- in u_...)i -•= LLJ -- M11=11111111E=IIME,EHHEIMEEHlk7EIR4-EHHEEHHEEHHEEME:÷Mr4=11Hrallt ""°". FILL SOLID W/3000 P.SveCONCRETE ,. ...-,...--•=1111-E-11111':'Cf-7-11111=-7 ill=11111E11 MA II--7---"It'll I.-t--7:-111 F---._--... .„ EXISTING FLOOR JOISTS III-.------BOXING BAND < Lu 11111•71111' "111-.1.IIP '" ..:.111'0 0 r'''77' '1;741101111. - , Ca SIMPSON TP35 TIE PLATE @ 16" 0.C. ATTACHED TO BOXING BAND - _ 1-:-----AF.-ir.--2 3 11 a 2"x 8" P.T. PLATE w/ (7) 8d NAILS INTO EA. MEMBER 'OW 4.N!. . . 4 • - H- lig 6 MILL POLYETHYLENE . rs mi mil Nit MO .E 111 CONCRETE VAPOR BARRIER 441,,, 8" REGULAR LIGHTWE1G T CMU IM Imi Ed 0%, MftimmomMI BOND BEAM CLEAN, DRY , TREATED is ai ,.., ,,,,, HEIGHT AS REQUIRE ....,... ,...„,... iii Iv a COMPACTED EARTH FILL • ; .. , " MI 1 - OM Wl. MI III MI '''i.;;P :1 MI • NO III • 4==oto, v, IN 1 ..al FISH GRADE LINE so .1. .! '''''').* :;:' .1 7 #5 @ 4' 0.C. 11. ;4.,••'''5: .4 . 0 ti iti . . NI .os . . s' 1 AN 8" REGULAR LIGHTWEIGHT CMU .1 . •*-' IN I AN :112 . 'al . ..II, . HEIGHT AS REQUIRED . IN ) 0 L.(-) ill • -•is IN it No Ali --- • 1.0 CO Mi.j ...MI 3'-0" c) Is I • : 2 Cf) 1.1;11 „NI FINISH GRA E LINE . I. . . , II 41 . MO al Ns I I MS. .:11111 at I. , if -:IN =HMI= . . .., I: l . .1=11,111= ,IMa,'„AO, (---) cr :.-: - MI.i '.• 111E11111 • *• • IL--• --- • • i0:iii i, 0 IR 1", MI 3000 PSI CONCRETE NI MI FOOTING WITH 3 # 5 •Ein---= .4377 •:041i • i.4..11F 1°" C) ± III ! tau 1111NE,....--ird : • :. .• .---i' '4 ' - 'A 4-11=41 REINFORCING RODS CONT. n ?_:s TI::,.:1• IH:=1..=.-.-A,.,==.1.-..........,,,,=,,,,,.=.111,-=,11 . iii NI 111 & #5 CROSS BARS 0 48" 0.C. MAX gliDEMERPEREgililiginiliglEigag _ _ _ _ _... , NI mil 3 -0" , L., cL . 1. - • . .. .. !,4,,i cL - („, .. . 3'-0" < i _ ma 4..., • -4., ---.0; f• •... . on • . w. ..„ > n < (0 w z 1 _ 10 MEN 7,,-;-40-.-,7--14 .. —... .4. 91111E-I1 , z_., (NI El111115 .. , r-i-tc.--;* . -4 lieillili 3000 PSI CONCRETE •v:•' 2,•. L _ -...t.. 1,0 MESIEVIREHHERMEIMENNEMEM FOOTING WITH 3 # 5 .,,s- ' 4"°° > Cf) •-- < E.111111011IllauuL-------nelluellueullow. REINFORCING RODS CON T. -v-4,r :* , in ----... IIMILIIII IL=7.11111I.--IIIIIIIIIIII===11111I-M1111,114H1111- 11 & #5 CROSS BARS (4, 48" a C. MAX 4 0, :) CD 3,-0" _ S- CTIO\ © CO\ CR2---r-- S A B .. _._ -4- .m 4 • 'k SCALE=1/2"=1'—O" 0 , b YP I C A I WALL SE C 1 0 \ . . --iio (2) SIMPSON HETA 20 PIER STRAPS , "TC' ,--- RENOVA11C44S '4,: --' SCALE=NTS =0\1U-inn BOL„3 WITH 4" EMBEDMENT-ATTACHED TO SILL .*t .--._-•17-_.1 M:.. ,,S,t:2,„0,.,1,;--rf WITH (12) 10d NAILS C B',%I ST D I!W * ,i .-.1 , ,..cD irC '-r;L Ato ir PROPOSED . RESIDENCE V •F=:=7..:=4.; 16x16 BLOCK CMU II • 0 --"k - ',,--,z'- ,.V; ,14. e,,si.: ,...4=4-W:,oX,, • i/l A #3 REINF. RODS(HORIZONTAL) 'I'---41 HEIGHT AS REQUIRED -, -,,,,,•-•',.,-.-•',: ::',. .•-• 6-v---,-;.:,:,11,10,::•,,,,q,s2 _‘1-,J*-, tAD,-qc„, ,...„ ,z1 .1F-- . - . . • FILL SOLID W/2500 P.S.I. CONCRETE 'P I r17,4;'3',1 'r,' ''''":, = '-'--z, •-.. ,'-' e•,,- - 'Ff -...L.••• 0,tp•2,ty ii,-:.= Li,_,,, .,:-.,,,,,•,c-I•g•.,• MEE 41.-A140,:lpEORGIAI _4112/0t il.L.-=.4S j ri ''i li l`l%Ill.rlll * '-P r; i t,;:„, ;:::5 3 I% Z'! , < 1 = -- ,, A,. • .1, - WITH 4 #3 VERTICAL REINF. RODS FINISH G ADE LINE ____. /1 • . ..4,0 1 Rc+Astorls ,r qii----:,=- 0 ,....., ... 4-. r-,---711 . , 1. • . of -,,,,,,,, , . 3'-0" c &: ;E: ., v,-6-“FaRC.7..W::-V--.' .. -c. M .1:- p ii A AAA AA,A=AAA'A -- iA., 4 t.mili, . . . :, .i., :. - ==t-,10-:,-- 3000 PSI CONCRETE FOOTING 1111E-111111 - -' : -H. 4'. 1-.. - ‘.- 111111--71111 - -. .h • .all'4 ' A. = .4 ,,- ll r,;l:', r"-PW'rls -1 cLac 7,-1.M7 ',Pr' ',17:j: ''T rLf.,,f):::, ' lr,'? elfigi : .: . WITH 3 #3 REINF. RODS & 1111E-111111 ...„-,! -. . 11.. ., os.**, ..'. • 111111E-1111 V-8" & #3 CROSS BARS .1.:-111111=== -'--1. 4 .. * 4-=-9111F ..,.•.._, . -7. c__1p=-= k _--__- Ei AS NOTED MA2007 DEIN :. p•;_'..4.. 'ik. 11. -rlk: - - NM clwrc elk: cororninow 14 =MI= 4. . • .4 • •l : l • =MI= EMIllr---111111 -IllillIllill==-111111=-11011=111111=-IIIIIP-a. HOSHIMPREMEMENCIEEIREEN ;NEE;Iiiiiii:OLL: , ------- id ili,:41,:t vi „ , ::,,,,,,,, ,.. , - -v lwg. title 41 ,,- " N, t'''''' CLEAN, DRY , TREATED 3'-O" COMPACTED EARTH FILL t .1, .v 4FOUND°A-TION. tfr- , DETAILS TYPICAL PIER D =TAIL" E--;v:_5'±'•i L L„J'1-,P:,.2::---,1_. ,, .ip.m;•1,:':D o T:N 5 1-, -I )t.,N 0 SCALE=1/2”=1'-0 iii 0 . i -, i•,tt 4. ,,,-.., :,,,,,--•. 1 w, f'll'',: 2.4., ,"1----,' ...„„_, „ 1 1 1,JA AND .7-rriviE OF OMEN7S . - — 7 i_ 'i s kV:V 7,7.4'71 C?7 W 0 Q STANDING SEAM METAL RIDGE VENT STANDING SEAM METAL RIDGE VENT . Z 3. L_l o w DECOR ATTIC VENT P.T. WOOD HANDRAIL •` IT! ' I 'III1" � �� //1 ::: (OWNER SPEC) Q P.T. WOOD POSTS AND RAILING I. STANDING SEAM METAL ROOFING > / SEAM METAL ROOFING Lv _in 0 e HARDIPLANK SIDING I W CO / / /,. / / fj� '9• YF i ,,f IIII Q ui / f ,> "A-4M ` ,A / ,/ / OVERHANG FOR PORCH COVERAGE •'',/ // / //j� / - // ■i �� I i /' .'..f j '/i /` / � / 2', :� %i/ ‘,/<�% ::- ■ �'I HARDIPLANK SIDING iir HARDIPLANK SIDING , 4„: , ,�, / HARDIPLANK SIDING //j, — O �/ ,/;. ;�• ,..,.�i> ff f% ,fir / f, .. �, ,I , 1, . / ,, ., .._/i SCREEN PORCH •:�r >,�/ %/ '/' = / 'r�fl '--. - /f ` �f / %ifffj / f f /j ;ll , % , ,�, f ,,,// ! , -.-r 1 I I ( _ LCD %//,/"//- f / ' !V""'f �� SCREEN PORCH f HARDIPLANK SIDING _ CO % ,,/ / / % 1F/,r 1 ! 1 -,1 11 I ��,L 1 o P.T. WOOD POSTS AND RAILING 1 , i f"' 1 i., f ,//7' ' f `� f 1111 1111°.. ....... ° _ . °________. BRICK VENEER -____°- 1111_____..°....,.,...».,......._1133,..........-________.._.M_.. °.,-...„.._..__1..__°________1111 ;: BRICK VENEER f , C3-, 1111___- - 1111.. - - .--11.-........- _. - 1111_..' _ BRICK VENEER -°- ------ "--=°= -__- P.T. WOOD POSTS AND RAILING / ___�__-___-�° �_°��-____-° - __ _ - - °- ---°- -° p °- ----- - --=_ -- --° --_ --- _-____- —__ " _-_ --=-- .-_-_--...--r.---....--_-_-.: --- ---- ...-_-_-_-.66... P.T. WOOD STEPS AND TREADS < == _ : °: _��__'- -: ;r1<<•`1i:"I,i w 60'-4" U Q Z c� 9'-O" 40'-4" 11'-0" o 07 0 W •///////////////////////•//////■i//////////■.■.//////■//•////////.■■/■///////////■///■■■..■■////■■.t////////////O/./■■I/■/■■//■■■■••■/■//i■•■■t// > J :/ // // // / / am / / / / / // / / / / / / / / / / / / / / / / / / mimai/ // / / // / /o/mum aimmanumm1■/// / / / AM LC) (f) W !! r IN - — 11■ ■11 1 IN _1 ii ii m ~co IN j j 7'-7" 10"x 36" CONCRETE FOOTING ;; I I :; IN IN w/ 3 #5 REBAR CONT. 1111 MI 1111 • i 11 : » > >: :> r » > » r » IN I II: 7 _3 — 6 -7 6 -8 6 -7 6 -8 i II n 1111 �� 1 -4 1 -� I I I I IN I II I ii 2"x 10" FLOOR - -gic 1111 NI t i . . • • i . IL 1 I " 1111 ■• JOISTS @ 16 O.C. II IN 1 V. • .y. . I i/. . I I 1 w. • I ■■ I I I II / a, II II I 1 i i IN ■i � CD IN IN -_ IN ( II 1111 SEE SOLID FOUNDATION o ■11 ■■ SEE TYPICAL PIER DETAIL i! ( I /11 PERT ETER WALL DETAIL w `- c 111 ■11 EXISTING BEAMS MUST CENTER ON CMU PIERS IC Z11 LJ > I IN 1111 IN i II I 1111 © TYPICAL WALL SECTION I'� rn MI jj 6'_11» VERIFY PIER LOCATIONS ACCORDINGLY ;: ( I NI ' n 0 < 1111 1111 (GROUND COVER) IN MI Y u = IN III UI RI n p tx 11 IN II r , r , r , r-- , r , i■ 1111 CC U` II 1111 I I I 1 I I I I II N11 0 pp 1111 1111 1 1 1 1 I I I I ii II N r » 1111 1111 1 MO 1 I 1 4,- . I I I I 11t 1111 r " Q = N 29'-0" ■■ CONCRETE 11. . MN ��MI EN IN 29 —0 o < co n n � ; ; 1 .ir•• • 1 i i so II 1111 w z IN SLAB ii ' _ ! - - ' I i� ii `' Q U IN SEE SOLID FOUNDATION I ■■ ii ` co > N ;; IN SEE TYPICAL PIER DETAIL IN N (i PERIMETE_� WALL DETAIL ( 1111 1111 v 1111 IN 2'-8" ACCESS OPENING SEE SOLID FOUNDATION IN `1111 �U NI ,,(OWNER TO VERIFY LOCATION); PERIMETER WALL DETAIL. 'l - i U IN ii 6'-11" I MN II : Q 1111 PuiJ IN r r , ___ -,1111 FOUNDATION 11 i i i i i 1 2"x 8" BRIDGING i11 ,1111 'ERIMETER iI 1 l ® ' . M 01 1 @ CONCRETE SLAB 11 A U I � fr . r- • �i 1 1 11 RENOVATIONS N■ H I I I I I I 1 1 I I IN ii EXISTING BEAMS MUST CENTER ON CMU PIERS SEE TYPICAL PIER DETAIL j I; PROPOSED :: „ �� VERIFY PIER LOCATIONS ACCORDINGLY IN I I I II RESIDENCE 7 -7 MN H VERIFY ALL DIMENSIONS WILL FIT EXISTING BLDG FOOTPRINT I■i iiL i 1111 L _ ! _ — _ -_ _ —_ ( 'J Ill NI RV S jj 11■ 111 Otmom/m//m/momma•/m//ilmimm m//o.mu/m/ /mummo■mmi/wmi// mmm/iim/o/m■m///m/mm/umm/mane■ammimmu mmummu■//a///// m1./m/mmommommommem/mmu//oommume !a////////o//////// ////////////m//// ///////um/ ////////m/////////m////////////umasam///// //m/// ////// ///r•I/ usem/////mIwm// imel L - _ _ __ J 9'-0" 40'-4" 11'-0" soda: dot*: AS NOTED MAY 2007 60,_4" Own: chic corm.no • SP SP dwg. title P NOTES: 1) BOTTOM OF FOOTINGS TO BE A MININUM OF 36" BELOW GRADE _ - 0 L \ D A TI 0 \ _A \ 2) PIERS ARE TO BE CAPPED WITH METAL FLASHING TO OVERHANG SIDES. FOUNDATION SCALE=1/4"=1'-0" 3) CONCRETE BLOCKS MUST BE CENTERED ON THE FOOTING PADS PLAN 4) 32" WIDE ACCESS OPENING @ PREFERRED LOCATION dwg,no. 5) CRAWL SPACE VENTS TO BE LOCATED 3' FROM EA. CORNER AND/OR PER EVERY 150 SQ. FT. OF FLOOR SPACE 6) STRIKE ALL MORTAR JOINTS 1-- -- 1 MEM • in to 17 rir__ • ' . lipil...4 rdn. 1 ,,,, GENERAL NOTES i .NI ..IOU __ A. GENERAL: X I. WHERE A SECTION OR DETAIL I5 SHORN FOR ONE ��NDITION, IT SHALL APPLY TO L. ALL LIKE SIMILAR CONDITIONS. 2. COORDINATE ALL LIMITS AND DEPTHS OF DEPRESSIONS FOR FLOOR FINISHES WITH ARCHITECTURAL DRAWINGS AND SCHEDULES. LIMITS SHOWN ON STRUCTURAL 0 a 0 CO DRAWINGS ARE SCHEMATIC. RAGING,SHORING, TEMPORARY 3, THE DESIGN ADEQUACY AND SAFETY OF ERECTION IES N 'd' . SUPPORTS, ETC.,SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. DO NOT SCALE DRAWINGS. FOLLOW DIMENStON5 S1ORN ON PLANS. M 5. CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS AND ELEVATIONS = Q • SHOWN HEREIN WITH ARCHITECTURAL PLANS. SEGTIC)N5 AND DETAILS PRIOR TO U (� CONSTRUCTION OR MATERIAL PURCHASE AND SHALL NOTIFY ARCHITECT IN WRITING �" 1Y ro 60,_,4" "- OF DISCREPANCIES. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND 0 F. W 0 O o ELEVATIONS NOT SHOWN HEREIN. > b, WHERE SPECIFIED SIMPSON ANCHOR SYSTEMS SHALL BE INSTALLED IN STRICT z H O q`-O" 7'-3" 6'-?" 6'-8" 6'—'7" 6'-8" "t`-3" 1O'-4" - TIONS. SPECIAL ATTENTION �� a ACCORDANCE WITH MANUFACTURERS WRITTEN INSTC S +f') SHALL BE GIVEN TO THE DRILLING,GLEANING,AND ?REPARATION OF HOLES. WHERE cg J 1 Q M . ADHESIVE ANCHORS ARE SHOWN,SPECIAL ATTENTION SHALL BE GIVEN TO THE Q < Z REQUIRED M!XlNG,APPLICATION, AND CURING TIME G>F ADHESIVE TYPE SPECIFIED. W 0 Q N • i i W Z ,( B. DESIGN CRITERIA: �j W < O FLOOR DEAD LOAD: 25 t'SF Z Z Z r— — ----r — i -1— -- i — — — — — FLOOR LIVE LOAD: 60 f'SF - Z O �— — — _ I ROOF DEAD LOAD: 25 1'SF L' o 0 = i 1 M $ ROOF LIVE LOAD: � CO 20 e5F Z O 0.. r,- +rrr�erta� sr= :=rrrr� = rM• rrirr 1 >rr — - WIND VELOCITY (IBC 2000)ff 130 MPH O _ --- PARTIALLY ENCLOSED BUILDING Z i"r— -- ALLOWABLE 501E BEARIN : 150C) J'SF W O CONCRETE,NO2MAL WEIGHT(145 LB5/GU. FT) �/� r �' L— r=" - - _i- FOUNDATIONS c f`c 300 PSI �/� J 1. _r REINFORCED. .STEEL A5T1�A615 GRADE 60 > li! • _ �M` G. FOUNDATION: V _— iiiiiiii.,,.. i { i -- OWABE SOIL BEARING PRESSURE. O I �, _' - ,Ilr T � ..' - �- FOUNDATIONS ?�E5IGNED FOR t500 P5F MAXIMUM ALl-TED SUBGRADE.'— —�� — ._`.-�-_ �:<- —. :n �._ r Ya, T G N ,� , , ,�--- — - - _ 3. REAG NGTCONCRETE PIILL REMA NN G V IDS W� DDmoNAL IGONGRETE< TO O- - �.._ - 4. SUPPORT ALL 'OTTOM RENFORGINGS IN OUNDATIO 4 WITH WHOLE CONCRETE ' l Q- =�.- _ _ L I ! L � f t 1 5. ALL FOOTING,PIER AND OTHER FOUNDATION REINFOi l ��� I 1' _ MI- b. PLACE PRIOR O POURING CONCRETE. ING 5HALL BE TiEO tN- WHERE FINISHED GRADES DIFFER ON OPPOSITE 51DE:�OF FOUNDATION WALLS, v�''�'� _— PROVIDE TEMPORARY BRACING TO PREVENT LATER,N- MOVEMENT UNTIL ALL 'TJ�T- i I , — ADJACENT FILLING,COMPACTION,FLOOR SLABS,WAL L5 AND FRAMING AT NEXT O 8T. , � i -- f') 2x A116O. to. 0,t) LEVEL OVER HAS BEEN COMPLETED. 1 V _— V�_ 'I. UNLESS INDICATED ON FOUNDATION PLAN,VERTICAL a TEPS IN FOOTINGS TO BE \ III :- . im MAXIMUM 2'-O" VERTICAL SPACED NO LESS THAN 4'-r7� O.G. HORIZONTALLY TO Y►'Z r -- MANTAIN MINtP.UM 12 COVER BELOW FINISHED EARTf G ks‘: \ I t r r E FORMED VERTICALLY,. -�T G<+'NT. 8. CONSTRUCTION JoNTS N CON,INUOU5 FO27(NGS TO E3 s`.< 0 - Q - - r — : (31 � _. -, _ _ _ WITH MIN, 2`-6" LAPS IN HORIZONTAL REINFORCING. .• 1 I� ir _ t a'r � { _, lY• 1-� D. TIMBER FRAMING:L X I. GENERAL: _ Ii _ -- - A. LOCATION, NUMBER AND DIMENSIONS Cr: FRAMING ARE DESIGNED TO 5HOV' • l �6 O. . GENERAL ARRANGEMENT ONLY. ACTUAL 'PANS SPAGIN65,ETC. 5HALL BE I DETERMINED FROM ARCHITECTURAL DF�TAtLS. -� """' � : G - B. SEE ARCHIT:ARCHITECTURAL. PLANS AND DETAILS FOR ED GE SECTIONS, HEADER $ 1I f , ► !it LINTEL LOCATIONS,AND ALL NON-STRUCTURAL FW°` MIND AND TRIM. Mir _ G. PROVIDE HEADERS, BRIDGING,CONNECTORS,BLOCKING,TRIMMERS,ETG. A5 ,.., ilir i.147+.7.4 -.....-. - - IIII• INI �� '° � R - REQUIRED AND RECOMMENDED BY REFERENCE' Bit OW UNLESS OTHERWISE � NOTED. C- r - 2. REFERENCES: 0_ _ , I,_ 'r GONT. ;.4„, ALL FRAMING SHALL COMPLY WITH APPLICABLE S GT(ON OF TtfE FOLLOWING UNLESS OTHERWISE SHOWN ON PLANS 1111111=11.1 I L -._ ( ' I A. INTERNATIONAL BUILDING CODE - 2000 EDITION.-- B, AITG TIMBER CONSTRUCTION STANDARDS(AITG jOc2)12' 12” Ml. 1PI� f 3. MATERIALS: GCORDANGE WITH AWPA iniE _ I _— -- A. TIMBER TREATMENT WHEN REQUIRED 5HALL BE IN f!T- � i GI 4 G3;GGA TYPE B,MINIMUM RETENTION 0.23 PGF• to 2XLall 16' O. 1�r •�!/#2 SPRUCE-PINE-FIR OR B, DIMENSIONAL LUMBER: ALL MATERIALS 5HALL BE— 1 #2 SOUTHERN YELLOW PINE KD AND MEET THE FOLLOWING MINIMUM ALLOWABLE 5TRE55E5: L _.,_. — - 1 Ftt = 410 PSI I ' 1_-_ - .,, arr�wrnr M�I� i _ Fcp = 4 0 PSI ' L f Fc _ 1200 P5! 0 . E(,� i - — — — — ----- — IJ ISOaao °5t I G. SHEATHING: N WALLS - APA RATED SHEATHING,EXPOSURE 1 OR EXTERIOR C o { �, ROOF - APA RATED SHEATHING,EXPOSURE I,EXF' � 2 OR EXTERIOR t • E ye—NT, D. CONNECTIONS: i) w r I. BOLTS A511• A 301 WITH WASHERS,GALVANIZED. 2. NAILS: ,- IN ACCORDANCE WITH MINIMUM NAILING REQUtuEMENTS OF INTERNATIONAL Q ,,,,,,a,,,_.: BUtLDING CODE 2006 AND AITG - 100 EXCEPT 1,44ERE NOTED OTHERWISE. F0,01 DATION PLAN ,2.=.``` °,;: 3, PLATES AND STRAPS: O SCALE: 1/4!s=1'-O" Mr ,:;,- ,; GALVANIZED STEEL (MINIMUM lb SAGE), TIE DOIAiN5,JOISTS,ANCHORS, O ETG, SHALL BE OF STANDARD MANUFACTURE OF S1MP50N OR APPROVED EQUAL „" ,., 4. TEMPORARY BRACING: AL BRACING UNTIL JOISTS, O ::;:: • ,; PROVIDE TEMPORARY VERTICAL AND HORIZON? Z �;v, ( ^ , ' , ' :, RAFTERS AND DECKING IN PLACE. ,;'•'''' g;, V) EMIT -11:51--, COD ? .e:..„Ems!i St?vim w tAi n s ey..T- " - M'� gym„ V _� _ -.., __. ... . , .. f J O)E—' 1- to v, -se; <,x f 4.144 4 any as a,Ica - o . e - - , ofinarees W . t not e 7,7/ _ as a o-a:ca nt r o- g _a o u) O C.4 E—i w x ev &ie ,,,_ _.' __,- : mI )1 :-8707 -I-1 --1 WI-4 4 . o G4 G4 0 N • O fl til v Q• - 1 Z Flood 'hazard v - Q w to al : '; '° limited s'�, 2.;r- c-11 _, - c O O beloN �i E. O ..1 \ tai Q L� a) N II r , 1 C • _0 Q .•-+ Q Q) U 0 U N L. c!) "Q 'Q 'Q U .. sheet Si• 1 of 2 •!Fig ■ ,„' , Lo to M 1 ran. .10 C\I SEE ARCH. DWG'S. i ■ Q 1-� IT- 3/4 T&G SHEATHING 1 SEE ARCH. DWG'S a O O 1 (2) 2x10 PT CONT. I I SEE ARCH. DWG'S. 3/4" T#G SHEATHING PT 2x10 AT 16" O.G. J �,� M F- Q . I FIN. FLR. ELEV. AS FIN. FLR. ELEY. A5 0 tn PT2x8 CONT. WITH .,.,. .,..u.,.,..,.,.,.,.,.,.,.�,.,.,.��,.,.,., Q'D. BY GODS 3/4" T G SHEATHING REQ'D. $Y GODS n,.,.,..,.,.,.,..,.........,.,.,.,..,...,...,.,.,.,...��,.,..,...,.,.,....,...,..,.....,.....,...,...,...,.,.,.,.,.,.,_..,.,.,.,.,...,.,.,...,.,.,.,.,...,. 0. n • O `� 5/8"�Dx&"+2" HKD. I 3/4 T4G SHEATHING r ANCHOR BOLTS AT i PT 2x10 AT 16 O.G. i H • 40 Q rn 32" O.G. (2) 2x10 PT CONT. FIN. FLR. ELEV. AS t Z �-_ FIN. FLR. ELEY. AS ,.,.,.,.,.,.,.,..n�,..u,.�.,.,• i I = I ri REQ'D.PT 2x8 GONT. WITH REQ D. BY GORE PT 2x10 AT 16" O.G. i:. . I � Q Q Z TERMITE SHIELD S . 5/8"0x8"+2" HKD. PT 2x10 AT 16" O.G. (3) 2x10 PT PT 2x12 AT EACH PIER W H tO Q 1 WITH 5/8IBV.."+2" HKD. W Z 0 > a,• ANCHOR BOLTS AT 2#5 CONT. I I 32 O.G. Imo;_ ANCHOR BOLTS AT .��� TERMITE SHIELD � . I to to, 8" GMU REINF. WITH *5 1 PT 2x8 CONT. WITH 32" O.G. . TERMITE SHIELD ' �' S/8"cDxB"+2" HKD. Z Z z AT 16" O.G., POUR ALL illi TERMITE SHIELD LS SOIITH CONC. 8' ∎ z 2#5 GONT. � ANCHOR BOLTS AT Z O cn 2#5 CONT. A A 32" O.G. r' 12"x12" GMU PIER o d REINF. WITH 4#5 W > O N EXISTING FRAMING I Ipi 8" GMU REINF. WITH *5 ��.' Z z TO BE REMOVED - . — 1 A AT 16" O.G., POUR ALL W in CY) 1. t CELLS SOLID WITH GONG. . °i r 4 t N 4 II Iii 4 8 #5 AT 16" O.G. SET 0 CA > �i 8 MU INF. TH #5 EXISTINFND. WALL ADD 4#5 GONT. liii IN EPDXY ADHESIVE, /�'o �`/�/ V II - ��0�'•:' ! �/��,EMBED 8" MIN.#3 AT 12 O.G. _ 0 A • Q d- Z S 2 i of Iv ! EXISTING FND. WALL/ . ap\ is _ •; TO REMAIN MLE. i • d a ° a a ° _ a o° a _ a ° .44 ° a a ° , el R:TFet a a a re° 4 Li ('�J , a a a v I v 0 < .4 1 4 —c :0.15 • jj \EXIST. FTC. / • • • •4. � 3#5 CONT. TOP •s• 3#5 CONT. AND BOTTOM 12" #5'1 STONE EACH WAY GOMPAGTONE 12" #5"t STONE 3'-O" 3-O COMPACTED 2'-0" EXIST. FTC. (x3'-O") COMPACTED #3 AT 12" O.G. SECTION SECTION SECTION SECTION S2) 3/4"=11-0" l S2 3/4"=1'-0" S2 3/4"=1'-0" S2 3/4"=1'-0" o a o v U co cp N c u) N n 0 U U (2) 2x10 PT CONT. � PT 2x8 CONT. WITH I I 5/8"40x8"+2" HKD. N Q)3/4" T4G SHEATHING I I ANCHOR BOLTS AT 3/4" TAG SHEATHING (3) 2x10 FT SIMPSON LU5210 32" O.G. 0 0 AT EACH JOIST FIN. FLR. ELEY. A5 REQ'C. $Y GODS ,.,.,.,.�,. .,,..�.u��„ .0 .�,. .,.,..,.,...,.,.� FIN. FLR. ELEV. AS 3/4” TAG SHEATHING �_ n�uouaw,uuuuu uo.,uauuu.,aww�uu,���•�, uuw.muuu r�ww,uuuuuuuuuuumouumu"mumuu. a uw. 0 7--E � REQ D. BY GODS PT 2x10 AT b" O.G. W o � � � 0 1 PT 2x10 AT I6" O.C. w CD CC PT 2x10 AT 16" D.G. — FIN. FLR. ELEV. AS REQ'D. BY CODE T--- "" PT 2x10 AT 16 O.G. PT 2x12 AT EACH PIER TERMITE SHIELD PT 2x10 AT 16" O.G. WITH 5/8"d9x8"+2" HKD. _: ANCHOR BOLTS AT TERMITE SHIELD I II M 2#5 GONT. PT 2x8 GOVT. WITH \PT 2x10 AT o 32 O.G. 8 GMU REINF. WITH #5 1 AT 16" O.G., POUR ALL a ;� TERMITE SHIELD 5/8"47x8"+2" HKD. 16" O.G. CELLS SOLID WITH GONG. I\EXISTING FRAMING a..irji A ANCHOR BOLTS AT 0 I12"x12" GMU PIER A° I TO BE REMOVED 2#5 GOVT. w`a 32" O.G. z REINF. WITH 4#5 1 —I 6 ° •A Q J ;. I w . 11 4 U1 E-+ �- V x N EXISTING FND. WALL " W `t ,��`` �`��` ADD 4#5 GONT. /TO REMAIN 8 GMU REINF. WITH #5 j.. ,R AT 16" O.G., POUR ALL w W �/%,. i0/O / 8 A CELLS SOLID WITH GONG. = q Qi U� J #3 AT 12" O.G. Iii z I■4 E .1 4 d \ 4 nk .1 _ x i% ° 1 . U) ciD 4 ♦ = r d O ° 4 a A ° 4 a a d ° d 4 ° ° ° 8 - a°—w--'—'c a N W a s I a 41 — _ a w !""4 Cl) — my a s ° p my a a ° a v ° a a,..i Aii _I r♦+•+• •+•+•+•..• T/�I�,+•+• • •4T .�T•i t *TO 4746 er:"_1110sallitirr:10 "IL N •+• �•+• •+•- 4#5 CONT. ����s� �� 4� EXIST. FTC. •r•�••: :•�• N I i s• •s•••r• EACH WAY ,i` • ..i• • • �- N 12" #51 STONE 3#5 CONT. TOP " t040410.044." \ 3#5 CONT. AND BOTTOM 31_0�� 12" #5"i STONE l2" #5'1 STONE EACH WAY p % COMPACTED 3-O _ COMPACTED COMPACTED 2'-0" 0 �` (x3'-O") #3 AT 12" O.G.• Lu • 1--. SECTION Z_ .S...!) L. SECTION SECTION `� J 314"=1'-0" O 18 0 0-I \ tai tai h — rn cv II \ O • , C Q'N 7 3 U _0 6 N 0 Q) 0.- u) -0 -0 -0 0 sheet S2 2 of 2