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07-0232 Fuller
CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 05-23-2007 PERMIT#: 070232 WORK DESCRIPTION: REPAIR&RENOVATE;ADDITION WORK LOCATION: 203 ELEVENTH ST OWNER NAME TIMOTHY FULLER ADDRESS PO BOX 271 CITY,ST,ZIP TYBEE ISLAND GA 313280271 PHONE NUMBER CONTRACTOR NAME TIMOTHY FULLER ADDRESS PO BOX 271 CITY STATE ZIP TYBEE ISLAND GA 313280271 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 108 OCCUPANCY TYPE P TOTAL FEE'S CHARGED $389.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $40,000.00 TOTAL BALANCE DUE: $389.00 It is understood that if this permit is granted the builder will at all times comply with the z g,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 Bader Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org ,rtoarvea CITY OF TYBEE ISLAND BUILDING PERMIT THIS PERMIT REPLACES BP 07-0232. NO ADDITIONAL FEES. DATE ISSUED: 12-1-2008 PERMIT#: 080491 WORK DESCRIPTION RENOVATE&ADDTN; REPLCE 07-0232 WORK LOCATION 203 ELEVENTH ST OWNER NAME FULLER&FULLER INC ADDRESS PO BOX 442 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912-713-2651 CONTRACTOR NAME FULLER&FULLER INC ADDRESS PO BOX 442 CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 108 OCCUPANCY TYPE P TOTAL FEES CHARGED $ 0.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $40,000.00 TOTAL BALANCE DUE: $ 0.00 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.Al Signature of Building Inspector or Authorized Agent: Al • 4 P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org MapIt Page 1 of 2 SAGIS [Color Selection el HELP Property Analysis Tools © Map Tools © ® i o - 6 O D Property Information Email this property 11 - r Parcel ID: 4-0006-20-017 6 Owner Name: FULLER&FULLER INC 7 10 a f a L k Property Card CLICK HERE • s• Property Address: ELEVENTH ST 000203 A StSj'S,+4,r Zoning: R-2 5 ?e9 STg5,5i Flood Zone: AE 1 Unincorporated Chatham _ 13 Aldermanic Code: County 8' 2 I; °Commissioner Patrick K. Farrell 7 8 Code: Phone:355-6699 3 m . '9 S m 18 � Zip Code: 31328 11 8 ■` . 3 Neighborhood 02022500 f — - 22 Code: to 5 11 Calculated 0.11 21 Acreage: 2 ,' Land Value: $282,000 to , 8 Building Value: $0 3 & ` - 5 ZE Real-estate Value: $282,000 a . . , . 9 Sale Price: $600,000 ij Sale Date: Selected Property:4-0006-20-017 DD/MM/YYYY 08/14/2006 Lena!Descrintion• LOT 32B WARD 3 TYBEE L' Property Search Results %: Market Analysis Results ADDRESS SEARCH:203 ELEVENTH Information Disclaimer: Select the Map option to view property details REC PARCEL# OWNER This website is a public resource of general information.SAGIS makes no warranty, 1 Map I 4-0006-20-017 I FULLER&FULLER INC representation or guaranty as the content,sequence, accuracy,timeliness or completeness of any of the i Records 1 to 1 of 1 database information provided herein.The reader should not rely on the data provided herein for any reason.SAGIS explicitly disclaims any representations and warranties,including,without limitation,the implied warranties of marchantability and fitness for a particular purpose.The sales information provided here is current to December 31, 2007.There is not guarantee,direct or implied,as to he completeness,content or accuracy of the data. For the official information please contact the Chatham County Board of Assessors. http://www.sagis.org/app/mapit.asp 10/23/2008 State Index Searching-Plat Index-Name Search http://www.gsccca.or¢Jsearch/plat/platfinal.asp?Type=O&County=25... GSCCCA.org THE GEORGIA SUPERIOR COURT CLERKS`COOPERATIVE AUTHORITY A k Log Out I Help I Site Map I Glossary]Comments PLAT INDEX Name Search Document Display Name Selected: FULLER,TIM Searched: CHATHAM County for All Instruments County good from 1/7/2004 through 10/9/2008 Query made: 10/24/2008 2:58:08 PM Name Search Book Page County Instrument Type Date Filed Time Book Page Search CHATHAM PLAT/MAP 12/19/2006 11:33 PM 35P 42 Description PLAT OF LOTS 31-B&32-B Sec/GMD District Land Lot Names/Caption FULLER,TIM Cross-Referenced Instruments DEED WARRANTY DEED BOOK 319V,PAGE 217 DEED RELEASE BOOK 320S,PAGE 534 DEED RELEASE BOOK 322E,PAGE 629 DEED RELEASE BOOK 324Q,PAGE 291 DEED SECURITY DEED BOOK 324Q,PAGE 293 DEED RELEASE BOOK 326L,PAGE 238 DEED SECURITY DEED BOOK 337C,PAGE 724 This record was added to the statewide Plat database index on 1/29/2007 10:22:14 PM Client(optional): The first time you view an image,you will be prompted to grant permission to download the Acordex Viewer Applet.(You can grant indefinite permission for the applet to be downloaded by checking the"Always trust content from Acordex Imaging Systems" checkbox before clicking"Yes.") If you choose the"No"button,the applet will not be downloaded and the image will not be displayed. Click here for more help with viewing images. Search Disclaimer Copyright 2008©Georgia Superior Court Clerks'Cooperative Authority.All rights reserved.Terms of Use. This site is best viewed with Internet Explorer 5.5 or higher or Netscape 7.0 or higher. 1 of 1 10/24/2008 2:58 PM Information Only-Not an Official Document httn://www.chathamcounty.org/tax.asp?pkey=57096 Chatham County Board of Assessors Page 1 of 2 4-0006-20-017 Property Record Card Published on 5/22/2008 11:56:19 AM Information Only-Not an Official Document-Tax Year 2008 LOT 32B WARD 3 TYBEE ISLAND PRB 35P 42-11 AC FULLER&FULLER INC P 0 BOX 271 TYBEE ISLAND GA 2007 NEW PIN;SPLIT OUT OF 4-6-20-1 1/9/07 PL 31328 203 ELEVENTH ST Style ONE STORY Building Use SINGLE FAMI � � �90 Exterior Wall CONC BLOCK , Land Value 282,000 Roof Type FLAT , Misc Value 0 s s Bldg Value 0 Roof Cover SHG ASPHALT Total Value 282,000 Interior SHEET ROCK 26 BAS(1040) 26 Value by Cost-Market MODERATE Adl Foundation CL , Floor Cover ALLOWANCE ' ' CONCRTE : Sub Floor SLA Effective Area 1,040 �90�U • Fixtures 5 FIXTURES Points 0.0000 Bathrooms 1 Bldg Rate 105.34 Quality AVERAGE RCN 109,550 Actual Year Built 1950 %Depreciation 0.3800 AREA FLAT EFF% E/AREA ACT% A/AREA EA/AA HEATED OBSOL 06200 Effective Yr Built 1970 Normal Deprec 60-YEAR LIF BAS 1090 1.00 1090 1.00 1090 1090 1090 Building Value 0 • i Functional Obs 000000 Economic Obs 000000 MODERATE Energy Adj Book Page Date QS Sales Price CL 311R 0390 0806 UR 600,000 BAS(L90D26R90U26) Cost Multiplier CURRENT 1004 UR Loc Multiplier MASONRY 0671 UO 12,000 Obsvd Cond 000065 Obsvd Cond Code UNDER Permit No Type Date Amount CONST • 07-0232 RN 0507 40,000 06-0567 RN 1006 1,000 ?a,A. La.n354-®r Appraiser RB Robin Bowen L.Insp Date 01/23/08 Pk Use Code 0006 I ^ ` •v ` JJJ "'2.II f�v a. 6 RESIDENTIAL NBHD 20225.00 T225 TYBEE "e � R- r Zo3c bL g O/ 5 O t1 L100M100B200 va,' J 1?' 20 O(0 V( O g . ( , 5 D 0 History Values 0-1 col d Q� ! /) v../..&*-( C O INS.4*. Tax Year Appraised Value V col /0 e N6 0��- w _ 2007 349,000 2 ® o 4i bI IA A 'Vf[�jlL�1/ /NSA/ , e),tyA 1,91c1c lqA/Ci ;4415'4 - 1 of 2 10/24/2008 3:07 PM Information Only-Not an Official Document htto://www.chathamcounty.org/tax.asp?pkey=57096 LAND LUSE DESC ZONING UNITS TP PRICE ADJUSTMENT CODE/FACTOR -- VALUE 1 01 Single Family Re R2 4740.00 S 59.50. .00 .00 .00 .00 282,030 S 4740.00 4-0006 -20-017 Page 2 of 2 Reg By: BEN GEIDEL 05/16/08 10:57:53 CHATHAM COUNTY CURRENT 2008 PARCEL SEQ 4-0006 -20-017 001 ADMIN DATA SUMMARY NO. CHARACTERISTIC VALUE DESCRIPTION 01 Light Code 00 0.00 02 Transit Dlstric 0 NO BUS CODE 09 COV. Last Date 05272008 10 COV. Last Value 0000282000 12 COV. Message Cd 14 18 Tax Alloc Dist 000 NO TAD DISTRICT 20 Enterprise Zone 000 NO ENTERPRISE ZONE • 2 of 2 10/24/2008 3:07 PM Information Only-Not an Official Document htm://www.chathamcounty.org/tax.asp?pkey=57095 Chatham County Board of Assessors Page 1 of 2 4-0006-20-016 Property Record Card Published on 5/22/2008 11:56:19 AM Information Only-Not an Official Document-Tax Year 2008 LOT 31B WARD 3 TYBEE ISLAND PRB 35P 42.11 AC HUSSEY&MAXWELL WILLIAM R&ANNE M 544 CAMERON ST ATLANTA GA 30312 2007 NEW PIN;SPLIT OUT OF 4-6-20-1 1/9/07 PL 0 2ND AV Land Value 282,000 Misc Value 0 Bldg Value 0 Total Value 282,000 Value by Cost-Market Adj. Book Page Date QS Sales Price 319V 0217 0107 Q 320,000 311R 0390 0806 UR 600,000 Permit No Type Date Amount Appraiser TS TONY SANDERS L.Insp Date 05/16/07 Use Code 0006 RESIDENTIAL NBHD 20225.00 T225 TYBEE L100M100B200 History Values j Tax Year Appraised Value 2007 282,000 1 of 2 10/24/2008 2:45 PM Information Only-Not an Official Document htrn://www.chathamcounty.org/tax.asp?pkey=57095 LAND LUSE DESC ZONING UNITS TP PRICE ADJUSTMENT CODE/FACTOR --- VALUE 1 01 Single Family Re R2 4740.00 S 59.50 .00 .00 .00 .00 282,030 S 4740.00 4-0006 -20-016 Page 2 of 2 Reg By: BEN GEIDEL 05/16/08 10:57:53 CHATHAM COUNTY CURRENT 2008 PARCEL SEQ 4-0006 -20-016 001 ADMIN DATA SUMMARY NO. CHARACTERISTIC VALUE DESCRIPTION 01 Light Code 00 0.00 02 Transit Distric 0 NO BUS CODE 09 COV. Last Date 05292007 10 COV. Last Value 0000282000 12 COV. Message Cd 11 18 Tax Alloc Dist 000 NO TAD DISTRICT 20 Enterprise Zone 000 NO ENTERPRISE ZONE 2 of 2 10/24/2008 2:45 PM MapIT,by BinaryBus http://www.sagis.org/app/default.htm SAG IS [Color Selection /2 HELP Property Analysis Tools CI Map Tools n © ® i A i I o a property Properly Information s - -— •- .r Email this roe --vr�' 1n f Parcel ID: 4-0006-20-017 w ems, Owner Name: FULLER&FULLER INC I e f ti Property Card CLICK HERE r f ! r 1 •-• f �. .. Link: ..it. Property Address: ELEVENTH ST000203 Zoning: R-2 i�' r a -P �`�° Flood Zone: AE ,. : r Aldermanic Code: Unincorporated Chatham County _1; •� i.. ;�3 ";•y t2 0 13 go Code: Commissioner Patrick K.Farrell a + e_!+i - 12 Phone:355-6699 .0•, r , Zip Code: 31328 '' Jam' 11'/r' Neighborhood ' Code: 02022500 r " �A �1* Calculated 0.11 !" _ . Acreage: 1 g e-Land Value: $282,000 Imo_ L. ,i , Building Value: $0 i 1 f ! .40 Real-estate Value: $282,000 $ a- a 5 $ ' Sale Price: $600,000 ( l ,-_f Sale Date: Selected Property:4-0006-20-017 DD/MM/YYYY 08/14/2006 LOT 32B WARD 3 TYBEE ©Property Search Results Market Analysis Results 'Pro ' PARCEL ID SEARCH:4-0006-20-016 U Information 0 Select the Map option to view property details Disclaimer: REC PARCEL# OWNER This website is a public resource of general information. 1 ign 4-0006 20-016 ! HUSSEY&MAXWELL WILLIAM R& SAGIS makes no warranty,representation or guaranty as the content,sequence,accuracy,timeliness or Records 1 to 1 of 1 completeness of any of the database information provided herein.The reader should not rely on the data provided herein for any reason.SAGIS explicitly disclaims any representations and warranties,including, without limitation,the implied warranties of marchantability and fitness for a particular purpose.The sales information provided here is current to December 31,2007.There is not guarantee,direct or implied,as to the completeness,content or accuracy of the data.For the official information please contact the Chatham County Board of Assessors. t 4 dr IS Savannah Area Geographic 1 of 1 10/24/2008 3:07 PM 2001 7f jpg(JPEG Image,2576x1932 pixels)- Scaled(34%) http://www.chathamcounty.org/prc/resident/40006/20017f jpg .,..44r . . ,-,...iitt.;•,. -' - .. j7�� < . kK ` ,, T46,. ..„. - , „:,-,,:a,' - .. *4-_.--,, _ . w :I- I ° ,;. 4 :,.' a - �` r.' �! ' -i _"1. . �C f t.' } 4,.*- '-41r ' - - -P ,t a "�► j'. tS! t 9 r. Ablz I I I '01 . 1 _ "' '' i Ci 1 it, • s r 111 rt — I j f.r ',y,,._.. y r w - _ -______ _ m , w�ylTr . Y y • 1 of 1 10/24/2008 2:39 PM , --. 1.. • ,---- , , i I '.. ( .___)' - ...,.;..::: 1'.ti!'cl't:-. ,,.•.. ..,•a .V.••• -,..!. , ., ..,. t , . Inspection Report • City ot Tybee Island 403 Butler Ave. . . P.O. Box 2749 Tybee Island, GA 3132i Phone: (912) 786-4.573 ext. 114 Fax: (912) 786-9519 ,----)- ) .2 .--) (-) r) ,2---) ---, E Permit No.- Dri1 ,--/ -_----) (---____ nate RPM keO'flTi ,..---"--' 0 - C-1 -1- _—_________ 1W-47rier's Name iL„.__________ n.e ile .c.led Gen. Contractor_ Subcontractor Cogltact PZ limber I . CV-% I 1 :.) ' 2 65, 5-1 _____________________________________________ Inspector ii / rostf of inspect-km _ ; 9 4.." • Type of :inspection I Lc , . p 0 (-. *-- kp (..)1 0 s..1;■—, --..\--...-* .. .....'4.. r' Pass D.,--- _ ,,,...,„ ,,„ 7., 16. ,4,4 ,,,,,,,,_, ., I/O, )5 1 ' - 7 -%0 / ‘‘' 6, , / , i r-,,. , ( ..,, inspection Report island Ave. LifizA 2149 Tybee Island, GA 31328 flt,ane.: (91k) 786-4.573 ext. 114 Fax: (912) 786-953 Peru e - LTD 2 2 D Requec4ted 7LQ Owner's Name Dare im erinci - 87' c.„ Gen, Coultriv:tn SilbCo pl.-vac-tor Contact tEM ir LUCt 03 42 Inspector . 7/14 Date of Inspection -2/2 OP, ■ Type of ..4.nspc-A.rtic-4.* ) ( Q iPat Pass Li A ( ) \K) c Fail 0-12. j ELL P - • • :-:,•••• •-•• inspection Report City of Tyhee Island 403 Butler Ave. P.O. Box 2749 TYbee Island,. GA 31328 Phone: (912) 786-4573 ext. 114 fax: (912) 786-9539 ,-7 Permit o 01 D2 3 2- Date Requested 0(5?- Owner.s Name () ( ( Q5 Date Needed 77 - T Gen. Contractor Subcontractor Contact Number i - (4-)3--/ Location 0, I e \JQV 4-L 5•- Inspector 711q Date of inspection Type of Inspection Pass 0/1/ ss Fail E] _ _ ,1• ' :.....j - ...,, Inspection Report City of-;Tybee Island 403 Butler Ave. P.O. Box 2149 Tee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9530 07 - 02 3 2, V'Fr,rril 0" ei 0 Date Requested 0 (Z.) - D 6 0 Owners Name 1— ,..) ■ ei--- Date Needed 06 - ED 9- o E Gen, Contractor ______ Subcontractor .,-- k Contact Number A, ) CJ hk n el (...)/ CS-Th 14 L 4 - 13 0 -7 u----- Location inspector - Date of Inspection ,,, Type of Inspection 1 0 L.) 61 1.-Th P \ 2 c --_-\ r i C // 301 - 3 4- v s pr-o Li __,,..- 0 rvn, ; r-N 5•J ( 0.4-, o ,-. 0 7 Pass ., (:Jd: r) Q. 4- c14 f:::, 4 l'AQJ \---\ r-_-... L e s fr____ - Fail Li e„-- Nv . ■ k■110At IS ' * a n5pection Report City ot Tybee Island 403 Butler Ave. PX). Bo 2.749 Tybee Island, GA 31328 Pito :. (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit WI, or] 0-2_ 3 2_ Date Requested -r— I Owners Narn ' e _ (IL) I Lc?r Lit e Needed 0-2 - C).- F Gen. Coretractor Subcontractor PI LI M-6 _c)1 ;019 le) contact 14 torn Vif-r _ , 113 — 2A0S-1 Location 2-o 3 E e 54- r- ins-pector --; note of inspection Type of I.ncpertloo _Vel c u02 FDuci' _ An, icl - Tr- - - Pass okss Faii --", U ( \ ,...-i -:- .-. \ Inspection Report - City of Tybee Island 403 Butler Ave. P.O. Box 2149 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (91)) 786- 9539 • Permit Nn. 0 f'..? — Q .) 3 2- Date Rer_inested Owner bci NarrIch T.,-) ( 1\ '2-r Date Needed ______ -*-1 - o_y_ Gen. Co ntraci or Subcontractor Contact N oni her Location ct 3 e ./'e v-v4 -, S . inspector .2// _ Date of Inspection -i/24-3 , 1 Type ff - t-,pectiav T:AsL9 i-, ._ i . o_. — V einia i 0.z e r f)'0, 7 3 17_,I-L. r....„ Pass Li ..... ,--- __...cit_s_.....-i Anik VW Fail 111 ) \ A41 p _m€,A-040eficA 5 4-6? -p( '''12t , -- , - ,----92, ( 4 2_, 0 (9 6 OZ, , 0 i k-:,6-4-- -7c - • ( ---) It• ,.:. . ••• •,:.• , sonsoection Report cite of Tybee Island 403 Butler Ave. P.O.. Box 2149 1 Tvia lee isluud, GA 31328 Phone: (912) 786-4573 ext. 114 Fgx: (912) 786-9539 PerrnitMo_ o-7 - o2 3 2- Date Requasted 1 Owners Nam P T7. 1 1 LeY-7 D a te taleeded 02.- 2. 2_ - ,...D V Gn, Contractor r-:--Aib,COrlItraCiOr _____, . ( k..,•(-r .b ___PP / a We., ...-7 — 7/ ,7 - 1/ ILOC;f3iiiTh 2 L. 3 -,- 1 Inspecirov 7// Dat,D of inspeciino .., Type e Iracpertinn "7- 7 p r, a LI p 1 L.) f),-, 6 Pass- Lir,J1 V (CI / r 0 i 1,-) S"--• 50 e' or) Cre -e.., 1 00K-) lo-e 7DO L...i r e W ) Fan 0 1 . .1 • 1 1 H 1 / --- _. - Inspection Report City of Tybee Island 403 Butler Ave. P_O. BOX 1744 Tybee Is kind, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) /86-9539 PP r!kli it NO. Cr) 0 2 )2 Datp RPCIlie,qtetti Owner's Name I Date Needed — 01 . ocK Gen. Contractor A contractor Contact Number ./1"-■ ( 3 - 2 (47 Location inspector_ ipq , „ Date o Inspection (A.2 Type of Jnspection - .re'ss Pass - c/!,41)/E: 6/6rie/4140i Fail EI L 7(4-Z V7643 DP•1 fl ,i:,,•Vki;,,,i:,,, .. .,.., Inspection Report City of Tybee Isiand 403 Butler Ave. P„O. Box )74c Tvbee Is'LIDA, GA 31326 Phogie: (912) 786-4573 ext. 1L4 ,II fax': f 0,13') 786-'4539 i Permit No, Date Requested I _ _ Ovvrners N a t14 Pr -c-. J i c--- i-rtp Gen_ contractor ,... Su cc atrartor „,--r--"*.- / i nr\..) 7/3.- 2 G 3 1 1 ..---- Ler-lib°Ft . ,_ ;). 0,_3_ _ e...., 1 e \ie ,p,•-k---+-. 5--Ird 7,"S Pector -S__T Dafe of inspectiort -1-- --r\-- Type of Ir......ti Pass 14 FaA 0 1 1 , . , ! '----J.; 10,,-...•-ff...4,:l. .c.-..,;,......• ' i q_.,/,1... ...,•.,..74 \-ca:-• • .:6.::/ i "*:z ‘.' inspection Report City of Tybee Isiand 403 Butler Avenue P.O. Box 2749 Tybee Island, GA :31328 Phone: (912) 786-4513 extension 114 Fait: (912) 786-9539 Permit No CO 11 0 2_ 3 2 . Date Requested () - i 3 -01 ....„- Owner's Name 1--- ,..) 1 tr. Date Needed o (,,, - it-i- - 0 -/ Gen, Contractor Subcontractor CI, a 4-.5,-;k- Contact Number 0 vi J.--- 1 )(C) - Co 12 [ Location 2 0' Inspector --S7 Date of inspection _ Type o I nspectio 41 Q— C) ----3F Pass I Fail 0 4.. . ' .... „ .... - •-•,:-.1?LAI-fu-- •;.;:i:k:...N.'..*- 4::;7'1.:..•'•, -::V.', :• :.,:: r ' '..'';e•. :i Inspection Report city o Tybee Istd 1)3 Bvtler AveRig:e P.O. '61)-A 2749 Tyl-DP,F. ir<Iii Eta, (-2'11., 31311: Phalle! (91:..!) 736-4573 extensiolia 114 FAA: (912) 786-95:39 I 7-, Permit ;In_ I) l 0 2 3 2- FIT-.-Are w..i!iiiilet.pei k_.--) (.0- 07 0 lame 4-'5 fl am e 1-7.....= H ,psi--- Date Needed C) (.,,=* .- 0?- 0 7 ,--D Geri.. Cf.,ntracto r Subcontraci:or k,,-) ..‹-S-12_I( k- (e c. -1--- L, co ntact Iii urnbex k__. 0 r , in. ,--) or 4— Li - 1 3 o-7 (,) location 0 3 ___ Tip r Date Of T nspectict Y.4 ---------------------r— ____________________ Typec4 I lispe-N.-tion S au) () e.) t ,--- -x------- . ,„--, e ,...11...% FEIH Lisl 1 ./'' i ? 1 0 1 ***x:**ti******** —COMM. 2NAL— ******************* DATE JUN-08-20 c**** TIME 14:10 ******** MODE = MEMORY TRANSMISSION START=JUN-08 14:09 END=JUN-08 14:10 FILE NO.=773 STN COMM. ONE—TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 4435073 001/001 00:00:19 —CITY OF TYBEE ISL. — ************************************ —CITY OF TYBEE — ***** — 912 786 9539— ********* 1111/11N * RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO:Lynn Brennan 9W944=3537 Phone 912-443-5063 44 3 crl-02.32 t Location Address: 0 3 j 1 k 5-t". Lot# Release Date: to-?-07 QWotL+ Type of Release: /Temporary Permanent Subd Name: r Electrician: v S S.e.f i L 1¢e 4 Electrician Phone Number: g 4(30'1 Owner/Builder: ;ir. �" v r 1 Phone Number: ri � 3-26,5-1 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: . lel IN 0111- Vii RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 7 Phone 912-443-5063 (-1-,43-Sol 3 OF)_c7Z3Z. Location Address: 2 0 3 I 'LL 54-, Lot# Release Date: Co-?-o 1 Type of Release: V Tempor ry Permanent Subd Name: `�,�" Number: 04`-(3 o'�i Electrician: ��S S.��� t��2 C Electrician Phone Number. Owner/Builder: i ; 1' Phone Number: rl 1 3-2(o s) 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: , , . d - CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT 07-0132- Location: 2-©�T i 1 PIN#Cifr" '20-017 NAME ADDRESS TELEPHONE , Owner L'vl pp ff&fCz7 o 9ci z I ADVEci f) (13J 1 Architect 1f k ` or Engineer "� Z Building Contractor li M r b ft Z 1 102 L 5(2)71;z6 ) (C all that apply) [[�it esidential I Footprint Changes vation [Single Family ❑ Discovery inor Addition ❑ Duplex ❑ Demolition ❑ Substantial Addition ❑ Multi-Family ❑ Other X4\1 commercial Details of Project: �`I i' lr5� s tJE f AI Vr C7 tf4PD 1,A1A9D0AA I jOr84 \1441r "tce/Ct€ `fer2'67-0 I ... I I IA-. Estimated Cost of Construction: $ -e") f 12� Construction Type 2 (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood &Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: T,--t__ z(?— tai Remarks: 1'''A 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 throoms ?- � , Lot Area 4 Living space(total sq. ft.) 000 fr- #Off-street parking spaces 2- /0 R 4 taOd:4) *0 0 t Trees loc ted &listed on site plan , Access: /40 D Driveway it X� (ft.) With culvert? With swale? Setbacks: Front V �'t5) Rear [O° Sides (L) (R) #Stories D Height ID kir 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 ` (44 On-site waste and debris containers will be provided by ' Construction debris will be disposed by l C51 by means of [JAAJ�� . 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: '•0 a 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 l Distance to sewer stub site .q,t Water meter size Storm drainage Approvals: Signature Date FEES Zoning Administrator �_ / � / Permit Code Enforcement Officer f� .1- _ 0.67_23_09 Inspections Water/Sewer ♦ Water Tap Storm/Drainage Sewer Stub Inspections Aid to Const. 5/./,°° City Manager TOTAL 38g9-`2, • win Ot K2 AP SECOND AVENUE 60'R/W De a h GRATE INLET — — ----- - -- -- --- TOP ELEV 7.29 n**. 5.42 -EDGE OF PAVING IF. • +nn no n 0 + h n +n .•e. n`�2 BENCHMARK n" NAIL IN 1./P o • ELEV 9 08 c'`�\ n° o n* o + r0` opt ,0 — N 2O°58'54*E 119.90' 2 49 — --- CMe + — �,tC,`59 95 — r---. �,8..RDS M/4fo} 59.954 — _ i/2"RDe I �` 4 I ;T � � G 0 ;h p � ;' 19.0' l5 B' f Ah • ■ I I U C4 6 a ai m e OUG GAS PIPES Ito k1 c, E. 30-B r' 0 -Jig a `a W P. . - F 1 STORY BLACK BUILDING m p ( C4 iN!p i 9P N FF ELEV 9.74 hJ 0 02 C2 LOT 31—B co, = +h H a° z I z a w +01' 0 h i n i w 0� I W o 95°' ,01' I a Y, l91' _T15/4_�-' J ; n0 e o ah ROODEN BLDG a�` rc` ._ .__ V. I i LOT 32—B • '1. 59.98' e9' n . 59 98' 4 o` --" — 5/ n 20° 1-IB W 119.93' - .' --- P- - - - .A. 4"h +''. LOT 31 A LOT 32 A S o l m? 'F.n 1/2'RBF `10 ACCORDING TO THE IS WIT HtN FLOOD 8/17/88 THIS SITE IS WITHIN DATED PLAT •OF LOTS 31—B & 32—B, WARD NO. 3, ZONE A8, BEE 12. TYBEE ISLAND, CHATHAM COUNTY, GEORGIA EQUIPMENT- TOPCON AP-LIA ERROR OF CLOSURE LINEAR 1/51,690 FOR: TIM FULLER ORGY ANC:1"/ANGLE I. WHITLEY REYNOLDS /. ,\sTEREo . NAT I A2.00011 S LAND SURVEYOR 9. I o 10 1 636 STEPHENSON AVENUE ¢. '-1� F-- -----1 10 0 10 20 30 O SCALE. I"= IO' -T-i7T1 th _ T –' ,,T= _ .i� SUITE C co o aT T _1- 4F+ DATE.OCTOBER 1S,2008 SURVEY SAVANNAH GEORGIA 3I405 R DATE:OCTOBER 9.2006 SURVEY GRAPHIC SCALE. - FEET TELEPHONE: 912-352-0484 FILE NO.08-174 FAX 912-352-7787 4p ��6 ■ I 1 _ . o .ND SECOND AVENUE 60'R/W ......""$;?... . GRATE INLET cocb . • ...ap 40 -.., ab ,N, • ,-.., TOP ELEV 7.29 ...,...' . ... r IA ,N- s ., ,.• 14''. .,.. , , - 1E 5.42 EDGE OF PAVING i'...,„ \.',....— _,A s . & 't- .„(b 4" ,A* ,q> + ,t0 i• AI.P 111 : . -‘. •‘-i• + BENCHMARK + +-' NAIL IN I.VP ..i.t2 1' .st4r ELEV 9.08 f< ••'''P•11‘.5'/,':-.1. \ • 249 4t*V 0' ACp.S• k 1.--- • r, :b. 0 . 1 • 0.' .---it-----r—t 7°- I •'''$ 0 AO. 1; ..Z''4:4' ,,,t, ,.0- 59.95' • , --is N 20°5856ft 119.90' , ' ..41,1, . - , , ../ .. ‘v, 4.1".. 4.1"..+ , iv,itBs...._,.„;,..:,;(.___!Crimill! !_a._,A,,,,,,,..„...„„...A. ..i.,,,,r-.1;:,-÷-----4 —`;':-—-A-:.--,--,—__-- --4z21 :.(6° p., I, I ...„ ,.- A- 4:* ('''' 'N' •k..-,, I. ‘, t>:. \ \ trk, .. &,,,. r\ '-....., -....., :9 - _ tk. 4t4WNY - -;t4 ._. . _,----.--.1.--.- \';:-'' 0 4z,„ _ ,:. A."' / o*s, _A -- 1 ---,-; P----.- ...,,,_I-I,; , e .0. , &;:::. + b. CI---.7—`Tei-,-.1?-.....it..,- ) .. 0 ''' , - s,,, N -,. ,---,-- ....,-, ...,1, \ .Gi'li t-- '-----''.-- I -..',,, .....-. - ,31. ''''' .0. - -7 LI.,-',i! .....!.t- ::,,..„...."1„ • + p I • IC' .-A 6 -v ., 15.8' 1 (P -e- •"'"\- '41 19.0' 2, am. _ ■ 0 ... VI\ . *''' c•''''' II.b. 5 m_______,„ .....+07i I \,•...) t4 11/4 I , I:4 .... to ‘ 0. 5: ,...„---- . . otc 4. ..0 . 4. o r.4 . t- to 1 i CO co co • co 16 oUG GAS PIPES 0 1.4 0 . . c LOT 30-B t- b4-(Y, ! o oi 1:14 ritI 11: I = , 1 STORY BLOCK BUILDING -0,- ..i19. Co 0 • o r..5 fr-1 14 Z:2 ,t,,,,4- ,,,OC.;" . • , ; FF ELEV 9.74 . - " E ...,. Ct)i ti 0 t..--;;. co w5 I 44?)" s,'S, 0v Z1)I .10 0 ••■2 U 's, rn t-,, _ -... -. fc---.... dr 0 8::, A co .1: co — 02 M 7Nr.'.. '......7..k.'' V '. 14)1 LOT 3 1 --B 9.., :1 : .--;1„--1 . • ,.......„ ,\S"..- 7, • $14. .-4 ..1) s.- -- E-1 ''*---k/ -- St\ + Z tb• •.-• .-.... , a2 a ,--- i -LI, , ---- ..--- 4:b A r, '11,s- : , • -..-- — ,,(0 I+ ., — .. -0- + w..4 .,_ p4 -7-- .,_, A 4-0.eccic,—:Zo-catelca, . ,:„--.- _. ...4 „,„,..., . .,„ „..z-- \--4 I ,..r,T,4 .0. 00. :6. t. v V. ..,..;t: 4, + , ) ' , .■;:r:". ,,t, -,. 19.1' e 15.4' „qt +% .. k%. -4. VE cl i (1) ',-;-*:::);1; ;,..... 71 :)- : ! ,..:11:, :i 7; 1,--- 4- q N, .,.4j e& . qr 0 0- ,,A I + + . i ....... , . WOODEN BLDG. + i ,...,. C) / Itc3. I i ;‘)/Q. 1EV,i6V ... ' - ;LI- --' • -;.-2 x : , s (.. \-- ,,,,,-7.... g ,_. _____ ___.C":0 I . '4'1 (.;,' . . / . 0 , I — -‘1 — LOT 32-B .-.4 1 ' :'''' ',1- ':-.,1 r-', *---- :`1.j.'-, 1...\Z ‘i..2 .,' ' ______.:_. ........: - L.,..-....: -..- . .. .:.7.$:4,..SITI ,,---- _- ,. - _ --- -. 1,7" lz,k' 'r I . I q , . 16C41C4:*°.Z4Z1.4e* ...1 k---- K _ ....,_ _ 1 ..4 12' 1.el! 59.96' e, _____Azit juitraL,,,, A ........._ ,, 59.96' mgott 0' 1, . tb .A /... c' , - ,.:,-- 0„ ----i .. _ ._-----........p , el• ,, „ S. "'*"."*.'."'..-- re-i4flulm" 20° - '16 " 119.93' -------- -"P'----"-------p.... 4. + `,. x -....... . I - ------"----"--1)."—"----------P-----"--------P4------.-----.....b ,.............,... -,,,, ) \ ) e : .r.' I •,...: LOT 31-A in 1..... o, ,... .... .."' LOT 32-A P j' \-- 0 0 ck_. CP Z is . A- 1/2" RBF ACQDRDING TO THE F.I.R.M. DATED . . 6/17/86 THIS SITE IS WITHIN FLOOD PLAT OF LOTS 31 -B & 32-13 WARD NO. 3, , , _ ZONE A8, BFE 12. MEE ISLAND, CHATHAM COUNTY, GEORGIA Tim FuLTIER EQUIPMENT: TOPCON AP—L1A _ ERROR OF CLOSURE: . . . . . (0i,--ORG44 LINEAR: 1/5L800 ANG: 1"/ANGIE 11 D. , .• oiSTRiez, BALANCED BY: L S. J. WIRI'LEY REYNOLDS * 44) c-4 PLAT: 1/82,000 I LAN'D SURVEYOR V,Ptii . 0*,.. '0 P '49 - '.■ 0 10 10 0 • 10 20 • 30 • ii 636 ST.IWHENSON AVENUE ) 1 1 1 I SUITE C Avp,/ ....11)..e SCALE: 1" = 10' EEREEIEEEJEE} E] SAVANNAL GEORGIA 31405 \ eURNIV..ce- DATE: OCTOBER 13, 2008 SURVEY GRAPHIC SCALE - FEET TELEPH‘)NE: 912-352-0464 • Ey 1'v i DATE: OCTOBER 9, 2006 SURVEY' FAX: 912-352-7787 5 5 i/7/0& FK.E NO. 08-174 „,...."..,—, ...m.......moZatr amoliamommenom - . . -.,...A., aifq.i -i1.11.J':ii`T;V:Yir4 L'f MTN'i' MI IiiMiilOrtP,must ..,.. . 88113_it, -'N .?-i.i\!ri 1-11F, 1';'=.G {2.f K'. i'‘'fi.--311,V1.3 comply viii:h-Cho az?..t.).rp.j.e. . ___.....---_-:=_•,...-...,................:,;............._ ,. __,..- „.......- --...,,, •. - --:-..,„ ...,... . , _ --- Au • ,,,,....„...... ,,,-;,-.--„,"r,...--,,16 4 •''tx Wk‘151'1!..T.i PA MU 1.fig*.S.LLINO, CODE 94062 FornoN ;.....-1.;:v., ,...1,,ii.....„, ,.......„. _ ,-- '-‘. cks f• .1:As -1-Avtvt _ _:.•:-. .-Nt .-',-, -..1„.. . AMP STATE OF Gi.":01:1(;.1 . Aiii1T-2,Nnmp.NT ...• V°01 ' ''.4. •••''' 9 -1. 1,'4. -.' .... , itTi &tnt.a t:in•i,.-.',:'*gMie ,./....-••••••"' tat__ • 1 d - - of". ,,,-,0\te 5‘..-0 .4--.' i7 , ,„ iwy tesb . 1-,. .:),-.94134.i.,.. .-Re • ,, tiN, oil -, , r, Dt t 40 , 0,-, et, .,..fy 12 %-'4, • -iiif.- 5 An Plumbing installations must ,•:, • ,4 4' Caitildki VItil 11-1,.: ifyisrwationgai Pbabing :,' 5,- .:, -, c, ,2-wcf.,,Edition and:-,-,Ii:FA0 . . .. . . „. ,,- icrept" . . . . , .„, - tz3f eac,mia, ArnancifT•rf,nts . ... . ...„-----.....,-- -- . . .....,------- /7v)r ..-,•-vi . ......-- .e)C(ce-ri/NiCi da _Al ..z.g., . -1\ .,IFileetric ‘, • : - • . . , :e.‘s, ,i2 - . , . , • , . • • ,...a ' 12,k . .--A, 1 '.' / Altb,- *. - !7 r e e • / Zile- CT 77- .,, ,,,1 A 99crmtA\t c...„.:"") , ,..... . . „ ,.., . ...._ ..._ ..__ . ,:. _ ,,, e\-- ..,-, ,....,0 ..T..., 3...„,...„:„....„ .... ,, .....:....-.:.--:" ,.:-....„... ,, r.„........ :. . oi .: m,„, . ,-,,,, \es 6 a V . • -11 1 ff:. • I 1 .44.... ', " • '- - • , • I. :, - ,. • . '',.,.\ ,,ok,:a,C' ..C\ • -:-", tif . . .,•.. . ' i; . 1 i•1 't ‘ 5' .• \ • NO .. ' ... . CP' jP.0 1 • ....*."''''' ".."....",.......rww........ .... ,......„ ., • ‘ (/// .'6?"--....'"N‘ . 1,:„ k- '; / , ,It1.2•47AN , , ... IT • . . . . .. ., ... . • • .,7 . . . . . . * • . TIOTEDU FOR CODE COMPLIANCB . f' . . • . 1 II , - . •: I- 1 . . . . • . . . . ,.., ., .. ...„ . . . •• i i. #-'-' . , ....t. .. . ...• .• . . .. . ., .. • . ..•.: .,• • r--•••-•-•:,`"^ 1. ,.,..--.:. ',..,.--.,..:-.,..... -- . •*7-..‘,'!'" '!--',.........,' • ... . ' "• .- • - ,..: . • . .. - . . lifive-ry effort has been made to identi.fV 44.<4P , ,00,., code violations, no oversight by the • T-cf..416.e. VIII> . • r i ii: . i — ,.....,.....,,,..„ ...::.,.:....„_.,:_„_„,........„_,,,,, ..-4: i"76; TSViSWer shall be construed as authorieLla ,• - • - .. , . 7441r • • f, .. •:'", ''' .. . "to violate,. cancel, alter. or set asift.o\Y-' .m.,,--"Is''• . • 7fi I .„.._.- _ .. ... *-4,-*-1.-::: • •• • • - - - any applicable codes or ordinances • -.s1.- --- :::. -....,..............2-.,..,,.. .„.---.......,--..;.......:-.---::::,z.":„ .--;;:,.:,.. ' • ,- • ,-.0., - review and permit should not be • ______ -. . ..t: e..).-0. 1 . - . . , ..,........ .: . ..:-..... :-..;..,...-. . . 4....' ..,„....-1,•„.; . ....t.- .).. -, N • , ,, i ! • 'A: • ::' • / I!I, • „ • 1 • eg, a warranty or gua.rantee. , I'. . . 11,4 --... s.,::, • . • ..:,4,-- . . . • , .1 . / .../ It ......._................ .-------.-4--,-...__-.t,--t—, ::----7- . . .-_,..-... .. • - :. g. t 2.....,7 Tieviawed. By' —.-°---- De-0 - - — NI. - • <t) 141 l'if,- 4): . . „,, ,. -.-- * . :.,1; '..'. • * • . ' i•I . , . . „ • •-••••;_, .• , ..- ... .-• ••-•• .;-''',.:7-7, - hm: "... . , • ‘..ti • „ fr 4 -4t> 0 , „ ; I . • . . P =.' .; - :, . - • . ., t- .:- i * , ,.... 1 asj\ • ,,. rT, 7e*T-4e, , _ , a , ,..v., i 1,,, ...... . . : • 1 .-:: /' Ssi • • . , -.:f .•.,; • .• . •:. • . s '-- . ..: : A' '-''..... i . . 1. } • £ ... .. 1 4 ' \ 0 . . .. "J. ...-.4 . '...-"' . .' . .. , < t.: 1 ..-... -. i ,.. .- .... ..... . . 1 .. .. :. t #• . . . I . 1 , . • 11' ' J . • . . 1-- f . . . . It ,,,,..4 .,: _ , . .:, ,-.----t--------,-- . - i, .,, , 'II „..... . . _4," . .,. t 14 1 - . . ....:.: ..1-, - • • - • I i: • . . t ' •----f 3- ;I • =.::' i 70,14) .::. . , . 4 .. lil 0 1:0 - 1 . k t . • !I -,..A............*......-....rn 1 • - .4 (.......-- •:.::::: .? . pm. • -" :4 . , .or , • -,1.4. t NPC. -r4fit.--• .'" ....... .1.. f...... ,_, I ... 4 • tt.4 • ...-.. tr . ..: . . . g ''-:. •: I 1 1- ',.'-', • ----- . . -a go II ,* i 4 ,.,3 n l"- :•-•-: ' ii .,. •;, -i- I i ' ,i . • 6-- '? 171-',-- ., ,,z-•-•,:z•:•,-..,- -,b' 1 1 - - 0 4,- Flood hazard zone A. BEE (le:: :•'' '---- ---9 ik , 11 ------1 \ A , • i' No interior finishes, walls designed ,.„ -,,. .f. ,,k,... • t, ii ' Yi to allow entry and exit of water, no 'It I .gf .., ii .. I: . ::_ q. . .F.-----------_—___=.:::::: ----..;..:. mechanical equipment. Only parking. t,: 1"-f, 1-7-• • • i 1 0,0, ‘1,1 4 - . ".. .t limited storage and building access • 0 .e9fet .., , ' .40 ,,, below BFE. • 1:,';. 1 -UM.(14-(47 • i'... e e0114\ 11 ...:7 It .5: , ,„,. , Ri . • .. .• -.. :,-. . 1, . :.k ......... _ ... ......:_4.1.. , i:•, - (•!...- . -- - • -,;.-• :•: : ••:: - - - -'• .. 1 • . . . . .. . „ .. .. . . ": A tl I • :..I ;,' I. l'-',.' ELIMP,47.1t1P`! M.,-.7;APii.-:-i son iiievivr: of-11-w"4mg.--r ,. ....„ .,,,.. ____________-____ ,,i, _.. 1 c. •:‘,#^,I 1 . • .,. _ I! t i 1 I• ':. , •--, MG Mt,illg . II •-:! . . , • . ... .. . . . , .. __________ . ............. ,. . „ 1 • i II 1, ,: ,. . ....., .,. im 3 c=„7r.i,ip.:N.,3.T.1g;w r.--.0;;;A4... yi-,,Te. woosi---.-, 0,-,--spirm•.43 .•.- ?.1.• ,,, ; • !, . .;,.._ ., lit 'i, • 4.. SHALL HAP.,„', i'-•',„ ITiNia--',21,:i P:TI c.:!;..7!.-7-'...f.,-:: Creat=iti OF . . ,,;. 1 •, , ! t . -:. :i ;! ;,, ?1 i. 1,--:-. tzt-f: 5.? M. Fr.--.F7,5V:i•Ll' ''',:a:',D'•.': '.7 . 0,'-1. OPPEMT3 ClitIll . . 1 , , . , ,',:.--•.. I, . .• . . ..,... . . . ;1 .. , . I.;:::: HAVE A iVilMUM iff-..-1 CLFAV-1 OPFMNG OF 5 SO. FT. • . ......_......„.............. .... ....... . .. ,_. -',4 ,i ;i ' • 1 =i ..-4.: ' - 4 * , .,-../...-.,, -L......,-.,,, ,....., ,:-......----- =--...=--... -... = .,, A i ' .::i.,;:: . — _ i. ......".-":'-', __el P: • .tl . ■! 1... it, ..f : •: <...c .rdV\ - - / ‘ .... - • •. I( t) . ..F. EX. 7 5-* ,, / a. ,.! * , ..... ' ':;..''','..:' ...',...:.:...... . ... . . ,, . • • •--.....,.. :_ifl.......1.„.. - - --- ....- ''''''''..fr'' e ''''c 7 I..;. ,.: .. I) • 1. . - :-....;?•-•: . ' 1,• / At-10,.FAUT OlfiCUIT 1llfillTEil PROTECTIOP Spor-COAk /./- .•... ,aws Nr.c., 210-12 ';..)Wu.No UNIT BEi3P-i0or's5,Si . ,i.,,.........,,,,,,..,,,:.•••••,,,., - :. .....!. , ., .4;: oil, - 4- .1,1:.:,.',-:4.',.!:.',. , . ri ::.-. . ALL BRANCH CIRCUITS THAI SUPPLY 125 VOLTS, 81iXiL„;. 1ri Nstaq)ce 1.- :.:42,,./;':-(1-,,,, PH A SE-, 18 A---,-1'0 20 it.1.•!,,4Pi.-'„ ..'. PF,C.t.IPTACI.f.'..i Okrifarit - ..-„. uf',ISTA! Lai iN rAva,ume :i NIT E-::::Dtaorm,,,i(e,SPA; LE d. .. .1,•r /,6 OtA .;:7 PROTECTED }SY AN AN-C-I'AULT CAFICUIT PritritiPTENSI • • Vv.' ..„. LISTED 70 PROVIDE PR 0.1' C,Vi OE (.1:„ F- IF,:-•!:E p, •J EMILRE E.IRANC4-1CIRCI,Jit. • 4./ 1 i t I I- I . _ . 1 i • :- 4.4,..:Ny . I if. 1101.1 200911• dIf . . . ' . . ,... . s . ., . _5,::, . , 1 . >, rower.4 , w' ff 9 -e5PseirF"-tnrAS :..„,:':1:..-:- Norre . . A(..u- r utitit*(At 4 .(. .----c-..-ir--Hczt,..„ i ott7-0/07 .7..„.„.„:„. ,...,,,,;;;„ (1 pz.,,,,, , ,t...+44_3( 4,,,e.-14." stkra_t_ • .,... it r 1 ' • . . - 47".411 :19. It I.r i- 4:91-- • ty Pfcbli0,- (1,17-0- 410(.4 .. 1 6._s t 5 fie 611300`9‘ I ' . • . C ,e, - 1W 9 kla 16A) L , /MIS 4/tN , -,:--- . . ..... .. , 1 L.,--- . . . . . . / . . . • . .• • - , - FRI;1%.f., IRC SCT. 82 AND MD „ ,-- „ 3 on in ALLOWED ROOF SLOPES ARE VIP-7112 FOR WOOD WALL COSTRUCTION.iLL ISLES IN HOLD;EMS TO BE FILLED USING MANUACTUIN RAD 5. 057 1,. 4;-(b 7 A,4137CrICY4 SS1I3 10,0 E<L4,...L4.8447m.444.44, 4 .44444,1'7 - A /. t c .74. --- 1-- '(:> ' ,„...:,..ef-e" -17-762-r--4--- '42bø h 17 r:lqi r.nrh;:t.:;::::8:DSI1:0:11:„}:;d;eadai?-i'7r;a' 71tz;irifit:nct. Harridan q Straps EXTERIOR WALL FRAMLNG Required on each rafter i.-:: mo IRO SECT. R-112 AND SSTD til1186.14 ', 305. THE fr ENIGTE OF SHBAR I.BIIAI i. HEFDED T6iri-civt-A lo '-----114....z..1----->fitCA__ 14-1(1:-.1-14 .? MUST 5132INBcF ::TERM i N ED BY THE HOME DESIGNER. M I N I M U M THICKNESS (sii EATH i NG: K ROOF DECKING) 1.`"'"`';'4;■ .'"'"'.... ..t`s ,. ,, ,. , \ . . A , , 4 n ..,..,,-; , ,-, , a att"ex.-r. ANCHOR BOLTS ,c..4 c is.. z,f s w181;081 TCLDHINCH S: !:T.:2;,:i A H:iii,i-41,,AE-:s,ni;:i,,1)00,S,11:11T C:p3,Sittr1:0°Iit 1'GlAr':B:50.70,44::A8311 , 48 INCHES ON CENTER .......------- V;4 if-- I I Axf ili 6-1001--r" ' .00' 1 vs ,-- ,11',Cot-icNo, *. ri -7Tt-:^"."- - 111 loty.,,,,,,,,,__-.--- fi /404 I , , ,-,,,,,,,s. =,,,'+' - • r091P wre ,*till', , FQOTIN5'1,-. lyt,G#4 .--- IRC SFCT: RPM N-ii SW 1043 &ECM NS. „ A 46442407,14.4>Z1 1 t M IN f MUM FOOTING 2D INCHES WinE By ar..i_-_,„:. , Holz, 0,-. -. NI - .WAri Va' 4101/4c . ' ' .. , . 1 i . ' ...--'%0 , I 0 WSW'S THICK WITH 1-q0 NO, 5 EERAo. 1 i a . .-. c , 9 Amy” a.._________* :tlj . THE BOTTOM OF THE FOOTING MUST BE „,,I AV? . - s -, ,:4 ,.„e------- - - 13: - ''' A MINIMUM OF-eINCHES BELOW MAL GRADE 4‘,'” 1)e°4# . , _. ...,... ,......_,_,_. , i: , ---c.\ --- MM. ' ''';f::_____--- :4111111111111101111111111.11111101111111111.1111111111.11111111.111,_, AscticPS, — . ;1i' * R 0 ti _ ......... . , . , 1:11 irisulatiens rouszt aim „„........,..., — . ."--- ----- ” comply with The Ciaorgie. L 41/45 -3. - state Energy epode til 'g' iwe"-Rel , I (N--likttler t ICI i I , and State of Ckorgi% i • . < ‘44.11 ,41 Amendrimuts ,. 4„,, \ -...„. . ., fiol. c.„ 4. p- ..,,-: •-7. „--z,..,,: ," ,,.,..:,,, .,/,„,., ,,• ,, ,..„--- Ail.CONTRLICTION MHST COMP LY WITH THE A aSiD _ ANDThE IRO ONE AND 71,70.' RAMO DWELLING CODE QiDoc.i, EDITION tve AR STATE OF GEORGIA AMENDMENTS ti ,,,,`!-iik- -4": 17 c 4,-,,,>„,- ti--- Is, • ftx :4;0`'''''-• 4-,,,e ' f C(4.7.41\----- 5.1' iiiill 4...- - 4e,''.;,*7.i'' ,- - • .—,...„, AP ftLeutetfors mue :, comply with The Ciettnig : 614 5111411 S:tate Energy Code ' • .1.0 ‘, ,. ...ext› _ ____ .____ _ _Edlittrt, and State of•Pavigk . Amaitalas . , . . (:".e .4,..... .1- k ,,4/,,, 1-"frirl r11146Ner4f;r7..._,1111.4 -(14-M4C-.-"rej4-1.73 )(1'-e's-.. ....A. ALL CONSTRUCTION M.ti ST. 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X4,0' , TOP EIS ' 7.29 IE EDGE OF PAVING 0 +A� + ��`•' 49 BENCHMARK . + Ak, •" ; NAIL IN L/P • + o ELEV 9.08 ~ ti O ADO e O �et� .,w, ..r..► �..rh ..f "ltf'1 r""'a • f '""" "rte' ektb CMF .... °� 59.95' RCS--.- �__...W.J.. -- .w I 40 A~ +9a a)�a _1 o J �thy m 4. 0 0- + ........... ............____... ...T.:,--;,--,,,.,,,.....,, b 1 YJ 11 J 19.4' YY •-_,--,,,, :2 C` x Y # 15.6' = ' ^ -1 in w a. . a rz .1;',::,'• tip 0 0 ....., q t.. co , oUG GAS i• o s W co iq, LOT 30-B 0-0 ril I STORY BLOCK BUILDING : o ti ir4 �' A?- - FF ELEY 9.74 �` c 1 L © U1 039 1 "s. 046 ,„. .%1 i o''' CA �P► ..4 *) k co .4- _ , . a ,,,„ ,&. ,, ....., et I . „....,\./.\,..i as �` .F?', 19.1 ,. :4� : 15.4' At ��� A° ti,,9' T. t .5 t. WOODEN BLDG. + 1 `- 0 ‘,/, ' .. .6., , :,,,,..,_,..., „._.:4 .t-,3 42) \--' (...., i4/...,, x A- k.A. i ill *) LOT 32—B • 0 4...,V) 'el. 59.96' �, , 59.96 y a 4 g3S �: ,. ;'• .:.,,,,...\-S'. il C x �p —� - , 'tii��S r. p ti� ' x x 1n. LOT 31-A a , .v,; �, LOT 32--A a o. f ACCORDING TO THE F.I.I2.I►+I. DATED PLAT OF LOTS 31—B &c 32--B, WARD NO, 3, 6/17/88 THIS SITE IS WITHIN FLOOD TYBEE IS 'D, CHATHAM=..COUNTY, GEORGIA ZONE A8, BFE 12. EQUIPMENT: . . TOPCON AP—L1A �� FULLER ERROR OF CLOSURE: cs$OEG, 4 AEG: LINEAR: l"/AN 61STE1 BALANCED BY: L. S. • L W Y E REYNOLDS * 4 .d PLAT: 1/82,000 LAND SURVEYOR �. ,0 .;v .9 - 0 i0 10 0 10 20 30 636 STIIPHENSON AVENUE q� o}a SUMS: r' io' i - • • SUITE C 1 SURN DATE: OCTOBER 13, 2006 SURVEY GRAPHIC SCALE FEET SAVANNAH EORGIA 31405 g� DATE: OCTOBER 9, 2008 SURVEY TELEPHXN 912-352-0464 N,.......„..._ l7�llf� F No. 06-i74 912-352-7787 TABLE 305A 305.2 EXTERIOR WALL FRAMING DESIGN CRITERIA 2006 INTERNATIONAL RESIDENTIAL CODE i RG� Fb VALUES FOR STUDS RESISTING WIND 305.2.1 STUDS: THE MINIMUM SENDING STRENGTH (Fb) OF STUDS FOR A GIVEN SIZE, FOR ONE AND TWO FAMILY DWELLINGS sr '7 . LENGTH, AND SPACING SHALL BE THOSE SHOWN IN TABLES 30581 AND 2. AND SSTD-�10-99 �F. ALLOWABLE Fb FOR COMMON SPECIE COMBINATIONS AND GRADES THE REQUIREMENTS FOR STUDS HAVE BEEN KEYED TO THE BENDING STRESS, Fb, DURATION- - - - OF LOAD. STUDS SHALL BE PLACED WITH THE WIDE FACE PERPENDICULAR TO THE WALL. 1. FLOOR DEAD LOADS: S7:NAB �` i` EXTERIOR SHEATHING PARTITIONS 20.0 PSF k F ¢ : TABLE 30581 LUMBER GRADE MINIMUM SHEATHING WOOD STRUCTURAL PANELS3 F{ } EEUIPMENT XED Q ACTUAL WEIGHT �, NctN�� Q� SPECIES MATERIALS MINIMUM Fb VALUES REQUIRED FOR EXTERIOR LOADBEARING STUDS FS ACTUAL WEIGHT 4 P COMBINATIONS . - - - - - - - - - - . 2x4 2x6 2x8 2x4 2x6 2x8 Vfrr, = 90 mph Vfm = 100 mph Vfm = 110 mph - . . - - - - tin = 110 mph V = 120 mph V = 130 mph !S? � 2. FLOOR LIVE LOADS: LIVING ROOM 40.0 PSF Uj 2ALLOWABLE Fb 4ALLOWABLE Fb NOMINAL STUD SIZES ALL WORK TO BE IN SLEEPING ROOMS 30.0 PSF • COMPLIANCE WITH ' SS 4000 3450 3200 5200 4200 3600 STUD STUD • 2x4 j 2x6 1 . 2x8 1 2x4 , f 2x6 I 2x8 . 2x4 I 'M. I 2x8 ATTIC w/ STORAGE 20.0 PSF a•DOUGLAS LENGTH1 SPACING MINIMUM Fb REQUIRED RE 2006 ATTIC w/o STORAGE 10.0 PSF 6 � 8 ._ #1 2750 2400 2200 3600 2900 2500 RESIDENTIAL BUILDING a- f FIR-LARCH #2 2400 2100 1950 3100 2550 2200 CODE; 110 MPH DECKS 40.0 PSF 6 !Lf w v #3 1400 1200 1100 1800 1450 1250 12 in. 900 375 200 1100 450 250 1350 550 325 BALCONIES 60.0 PSF N7 " LOADIIND CONDITIONS. w r E STUD 1350 1250 - 1750 1500 _ 8' 16 in. 1P 4 •0 275 1500 600 350 1800 725 425 GUARDRAILS & HANDRAILS 200.0 # z > , 0 CONST. 1850 - - 2400 - - 24 in. 1800 725 425 2250 900 525 2700 1100 625 Q or 0 I STD. 1400 - - 1340 - LUM I=R SPECIES Z {l,} p o 7' • AND t3RADE 3. ROOF DEAD LOADS: La 0 as M a ROOFING 2.0 PSF -a {J °1 N SS 3850 3350 3100 5000 4100 3500 12 in. 1400 575 325 1750 700 400 2100 850 500 4. ^ -b HEM-FIR #1 2800 2250 2100 3400 2750 2350 10' 16 in. 119001 17751 450 2350 950 550 2850 1150 650 STUIX3- No. 2 OR DECKING 1.0 PSF R Q t3 #2 2350 2050 1900 3050 2500 2150 BETTE . SPRUCE, INSULATION 1.0 PSF 1- -- to z� c 0 # 24 in. 2E350 1150 675 3500 1400 825 4250 1700 1000 v w #3 1400 1200 1100 1800 1450 1250 . . . . . FIR, 5.;.Y.P. 16" Q.0 HANGING AND MISC. 3.0 PSF < < `' STUD 1350 1250 - 1750 1500 MAX, FRAMING 5.0 PSF ''Q �- Q CONST. 1800 - - 2350 - _ 1. ENGINEERING DESIGN AND CALCULATIONS ARE REQUIRED FOR LOADBEARING STUDS LONGER THAN 10 FEET. NON IBERARING CEILING 1.0 PSF in !Q N a L- STD. 1000 - - 1300 - - PARTf1fIONS- No. 3 FIXED EQUIPMENT . ACTUAL WEIGHT SS 5250 4700 4250 6800 5700 4800 TABLE 30582 ANY SPECIES 16" SOUTHERN MINIMUM Fb VALUES REQUIRED FOR EXTERIOR NON-LOADBEARING STUDS o.c. Iv4AX. 4. ROOF LIVE LOADS: PINE #1 3400 3050 2750 4400 3700 3100 �- TRIBUTARY AREA: LIVE LOAD: #2 2750 2300 2200 I 3600 11 2804 I 2500 • Vfm = 90 mph Vf. = 100 mph . = 110 mph • JOIST''/RAFTERS-- #3 1550 1400 1300 2000 170(? 1450 p ph No. 2 OR BETTER 0 TO 200 SF 20.0 PSF STUD 1600 1450 _ 2100 1750 -- V3s = 110 mph V = 120 mph V3s = 130 mph SYP 116" O.C. MAX. 201 TO 600 SF Lr = 20 x R, CONST. 2000 - - 2600 - _ . •NOMINAL STUD SIZES • .1 Ri =1.2 -4. 0.001 At STD. 1150 - - 1500 -- - STUD STUD 2x4 ] 2x6 1. 2x8 1 2x4 , 1 2x6 j 2x8 1 2x4 I *2x6. I 2x8 '- SHEATHING (400 SF 16 PSF) SPRUCE SS 3450 3000 2750 4500 3650 3100 LENGTH SPACING MINIMUM Fb REQUIRED OVER 600 SF 12 PSF PINE-FIR #1 2400 2100 1950 3100 2550 I 2200 WALL 1 SHEATHING LAY i WALL SHEATHING 5. WIND LOAD: ( 0 1400 1200 1100 1840 1450 1250 12 in. 900 375 200 1100 450 250 1350 550 325 HORIZONTALLY WITH 3 SECOND GUST WIND SPEED Vss = KPH STUD 1.350 1250 - 1750 1500 -- 8' 16 in. 1200 500 275 1500 600 350 1800 725 425 ALL EDGES FIG. 1609 c CONST. 1800 - - 2350 - - 24 in. 1800 725 425 2250 900 525 2700 1100 625 ( ) ..4 o STD. 1400 - - 1345 - SUPPORTED BY EQUIVALENT BASIC WIND SPEED Vim, = 1.04-MPH '55 STU4:> OR •'. . . ) Q 12 in. 1400 575 325 1750 700 400 2100 850 500 HORIZONTAL tr 10' 16 in. 1900 775 450 2350 950 550 2850 1150 650 BLOCP<ING. ROOF NET UPLIFT = 20 PSF 1. THESE VALUES ASSUME MINIMUM SHEATHING MATERIAL CAPABLE OF DISTRIBUTING 24 in. 2$50 1150 675 3500 1400 825 4250 1700 1000 LOADS TO THE STUDS -r---., FASTENERS 6. SEISMIC CRITERIA: (2006 IBC - TABLE 1$15.1.1) 2. THESE VALUES AND VALUES FOR OTHER SPECIES CAN BE FOUND IN THE AMERICAN SITE CLASSIFICATION: SITE CLASS "C"• FOREST AND PAPER ASSOCIATION'S (AF&PA) 1991 NATIONAL DESIGN SPECIFICATION 12 in. 2050 825 475 2550 1000 600 3050 1250 725 FOLLOW IRC 2006 SHORT AND LONG PERIOD MAPPED SPECTRAL RESPONSE ACCELERATION: 12 16 in. 2750 1100 625 3350 1350 775 4100 1650 950 FOR WOOD CONSTRUCTION (ANSI/NFPA NDS-1991). THESE VALUES HAVE BEEN TABLE: 6p2.3(1), USE SS = 0.328, Si = 0.132 INCREASED USING THE SIZE FACTOR, LOAD DURATION, AND REPETITIVE MEMBER 24 in. 4100 1650 950 5050 2050 1200 -- 2500 1450 Q MANUL=ACTURED LONG AND SHORT PERIOD SITE COEFFICIENT VALUES: F- fZ ADJUSTMENTS. THE REPETITIVE MEMBER ADJUSTMENT ASSUMES MINIMUM SHEATHING SUPPLIED FASTENERS Fa = 1.54, Fv = 2.27 MATERIALS ARE USED. 12 in. 2800 1150 650 3450 1400 800 4150 1700 975 FOR CLIPS AND TIES. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS w W 3. THESE VALUES TAKE INTO CONSIDERATION THE LOAD SHARING AND COMPOSITE ACTION 14' 16 in. 3700 1500 875 4600 1850 1050 5550 2250 1300 (PELF( RESISTANCE Bas = 0.338, SD1 T 0.201 W OF THE STRUCTURAL SHEATHING WITH STUDS SPACED NO MORE THAN 16 INCHES ON 24 in. 5550 2250 1300 - 2800 1600 - 3350 1950 MUST MEET OR BUILDING DESIGN CATEGORY: "C" FOR 0.33 < SDS < 0.50 Q CD CENTER. THEY REQUIRE A MINIMUM OF 3Z" GYPSUM BOARD WALL COVERING ON THE EXCEE:D TABLE 11 •• INSIDE FASTENED IN ACCORDANCE WITH APPENDIX E AND 3/8" WOOD STRUCTURAL 12 in. 3650 1450 850 4500 1800 1050 5450 2200 1250 602.8.2 1-3. 7. THE DESIGN SOIL BEARING PRESSURE IS 2000 PSF. ..�..1 ( Q SHEATHING ATTACHED WITH 8D NAILS AT A MAXIMUM OF 6 INCHES O.C. AT THE 16' 16 in. 4850 1950 1150 6000 2450 1400 - 2950 1700 PERIMETER AND 12 INCHES O.C. AT INTEMEDIATE SUPPORT. - - - 8. THE BUILDING CONSTRUCTION WILL BE IN ACCORDANCE WITH - 4. THESE VALUES ARE BASED ON THE VALUES FOUND IN THE AMERICAN FOREST AND 24 �n. 2950 1700 3650 2104 4400 2550 INTERNATIONAL ENERGY CONSERVATION CODE 3 PAPER ASSOCIATION'S (AF&PA) 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD 12 in. 4600 1850 1050 5700 2300 1350 • - 2800 1600 r"' CONSTRUCTION (ANSI/NFPA NOS-1991). THESE VALUES HAVE BEEN INCREASED USING 9. THE FINISHED FLOOR ELEVATION WILL BE ABOVE THE FLOOD ELEVATION 18 16 in. 2500 1450 - 3050 1750 - 3700 2150 THE SIZE FACTOR, LOAD DURATION AND SYSTEM FACTOR ADJUSTMENTS. THE SYSTEM 24 in. - 3750 2150 - 4600 2650 - 5550 3204 AS REQUIRED BY FEMA .a... M FACTOR ADJUSTMENTS ASSUME 3/8" WOOD STRUCTURAL PANELS ARE USED. SYSTEM 0 w FACTOR ADJUSTMENTS ARE AS FOLLOWS: 12 in. 5700 2300 1350 - 2850 1650 -- 3450 2000 I N u" 20' 16 in. -- 3050 1750 - 3800 2200 - 4600 2650 Lim STUD SIZE: SYSTEM FACTOR: 24 in. 4600 2650 - 5700 3250 - - 3950 WINDS AND 1;0M DE$IMI P) ESSVRE >"" ;: I ►. " BIZ +.4 ►II Z ,J . . ; ?.. I • ■2x4 1.5 -�-_...,-� . - . . 2x6 1.4 Will; ., t ;< 2x8 1.3 EXTERIOR WALS FOR THIS JOB WILL $E 2x6's 0 16 o,c. WITHIN 12 PLATE HEIGHT PART £. '_`\ r DESIGN PRESSURE VALUES LISTED IN THE TABLE `' "`=,,1,'' ARE IN POUNDS PER SQUARE FOOT (PSF) 2x10 1.2 AND 2x4's 0 16"o.c. AT THE LOWER PART OF THE BUILDING •- SEE PLAN. (3 '° r s. -' 2x12 1.15 ,- , '- f`t 5` #.�x S;it`.. 4,\ �'t_, + ..^.; ,gin ,'-'' \, ''''" ; .- t''.`E° =:} `'` 3 SECOND GUST WIND SPEED f s,• •- } ��,. � Vss - 110 MPH W. , . ,.. MEAN ROOF HEIGHT (MRH) INLAND LOCATION (EXPOSURE B") 3 ,='° \ (MRH) ZONE (4) ZONE (5) 1 t'° rL \\ LIT SIMPSON HTT16 HOLDOWN ` 15' DP 35 DP 45 co Q W/ 5/8"0 ANCHOR BOLT \\ 2{}' • DP 35 : DP 45 °a (EA. CORNER) SIMPSON HTT16 HOLDOWN \ 25' DP 35 DP 45 iii W/ 5/8"fb ANCHOR BOLT 30' OP 35 DP 45 II\(EA. CORNER) \ 35' DP 35 DP 45 °' \ 40' DP 40 DP 45 """� 2 FRAMING FASTENERS (CONCRETE): 5/8" "HILT!" OR EQ. EPDXY SET 45' g P 44 DP 5o F��,, aii \\ 50' P 40 DP 50 SIMPSON "TiTEN" HD (THD 62600H) BASE PLATES AND FLOOR FRAMING: ZONE (5} ZONE (5) Q 5/8" "HILT!" OR EQ. EPDXY SET \ a MEAN ROOF HEIGHT (MRH) OCEAN/MARCH LOCATION (EXPOSURE "C") `"� BASE PLATES AND FLOOR FRAMING: 5/$"tb ANCHOR BOLTS (5/8 x 6) �� De SIMPSON "TITEN" HO (THD 62600H) ALLOWABLE TENSION: 3960 # (AT PIEERS) ZONE (4) , ZONE (4) (..) zaNE (4) ZONE (5) 5/8"{b ANCHOR BOLTS (5/8 x 6) 1980 # (AT SLAB EDGES) 15' DP 40 DP 45 20' DP 40 DP 45 ALLOWABLE TENSION: 3960 # (AT FIFERS) ALLOWABLE SHEAR: 3890 # (AT PIEERS) ZONE (5) ��, �� - ZONE (5) 25' DP 45 DP 50 CC 1980 # (AT SLAB EDGES) 1950 # (AT SLAB EDGES) , ! I 30' DP 45 DP 50 C/) WIND j�REESURE ZQIIE„-Qlk 35' DP 45 DP 50 to ALLOWABLE SHEAR: 3890 # (AT PIEERS) TWO PART EPDXY MANUFACTURED FOR ANCHOR 40 DP 50 DP 60 co, 1950 # (AT SLAB EDGES) BOLT SETiING NOT TO SCALE 45' DP 55 DP 65 Q ; 50' DP 55 DP 65 Tullis z s Q v O -r g cOtw t!) C.. O 0 SUDGRAQE PREPARATION, NOTES; Q$SI,,.IN pLACE CONCRETE. FOUNDATIONS ANP 4.00R SJ.AQ NOTES; g R(; GENERAL, CONSTRUCTiON NQTE$i ,\S r ep�1 PRIOR TO CONSTRUCTION, ALL BUILDING AREA PLUS APPROX. 10 FEET ON ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. o ALL WORK UNDER THIS CONTRACT SHALL CONFORM TO ALL CODES, ORDINANCES, AND REGULATIONS EACH SIDE, SHOULD BE STRIPPED OF ALL VEGETATION, TOP SOIL, ROOT 7748 OF ALL AUTHORITIES HAVING JURISDICTION OVER THIS WORK WHETHER SHOWN IN THESE DOCUMENTS MIXING AND PLACING OF CONCRETE SHALL BE PROVIDED WITH CONSIDERATION TO WEATHER •F st• . ' OR NOT. SYSTEMS, ANY EXISTING CONDITIONS AT THE TIME OF CONSTRUCTION. FOR COLD WEATHER IN ACCORDANCE WITH ACI 306, PAVEMENTS, FOREIGN OBJECTS AND DEBRIS. FOR I- DT WEATHER IN ACCORDANCE WITH AC1 305. F� ��' O� GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK WITH ALL TRADES INVOLVED, ci�E SITE DRAINAGE SHOULD BE ESTABLISHED TO PREVENT WATER PONDING \/O , S‘"* WITHIN THE CONSTRUCTION AREA AND TO FACILITATE THE STORM WATER CURiNG; METHODS SHALL BE SELECTED BY CONTRACTOR AND ARCHITECT/ENGINEER APPROVED TO .,�` GENERAL CONTRACTOR SHALL VERIFY ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF EXISTING RUN-OFF. SUIT WEATHER CONDITIONS AT THE TIME OF CONSTRUCTION AND MEET SPECIAL COATING FEATURES BEFORE STARTING WORK, NOTIFY ARCHTECT/ENGINEER OF ANY DISCREPANCIES. REQUIR=EMENTS. Ili ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD BUILDING CODE, OSHA, ACI, RISC AND IF NECESSARY, THE SITE DEWATERN ACE 8E EMPLOYED UNTIL THE WEATHER CONDITIONS SHALL NOT BE ACCEPTED AS A VALID REASON FOR INCORRECT OR Q- AITC CODES AND REQUIREMENTS AND ALL APPLICABLE STANDARDS. FOUNDATIONS AND UTILITIES ARE IN PLACE. BY ARCHITECT/ENGINEER.METHODS WILL BE OTHERWISE POOR QUALITY OF CONCRETE OR CONCRETE SURFACES. c SELECTED BY CONTRACTOR AND APPROVED BY ARCHITECT/ENGINEER. � � o N GENERAL CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL ELECTRICAL PLUMBING AND ANY UTILITIES THAT UNDERLIE THE SITE SHOULD BE RELOCATED AND THE CONCR ETE FINISHES SHALL BE SELECTED TO ACCOMMODATE FLOOR COVERINGS. SCRATCHED FINISH CI 1 M VENDOR DRAWINGS FOR COORDINATION OF EQUIPMENT IN AND/OR BENEATH SLABS. TRENCHES BACKFILLED WITH APPROVED SUITABLE BACKFILL SOIL. THE FOR SURFACES INTENDED TO RECEIVE BOND APPLIED CEMENTIOUS APPLICATIONS. TROWELED FINISH I.5-I 5 FOR EXPOSED INTERIOR SURFACES. NONSLIP, LIGHT BROOM FINISH FOR EXTERIOR EXPOSED F t (. - 0 BACKFILL SHOULD BE PLACED IN SIX INCHES THICK LIFTS AND COMPACTED o a cr o @1 TO 95% iN ACCORDANCE WITH ASTM D-1 557. SURFACES. HEAVY BROOM FINISH ON RAMP. w CO 2 M .Y THE EXPOSED SUBGRADE UNDER FOUNDATIONS AND SLABS WiLL BE THEN ALL FINISHES SHALL BE MINIMUM CLASS B TOLERANCES, EXCEPT FOR EXPOSED CONCRETE V Q 1 `" -0 15 SURFAC=ES WHICH SHALL MEET CLASS A REQUIREMENTS IN ACCORDANCE WITH ACI 301. _to v -° fsz CDX PLYWOOD OR LEVELED AND COMPACTED. .- N a r) 46" OSB ROOF SHEATHING 0 > w z�.0 GENERAL CONTRACTOR SHALL INVESTIGATE ACTUAL LOCATIONS OF UNDERGROUND LINES AND D Q N o ALL OF THE EXPOSED SUBGRADE SHOULD BE COMPACTED BY REPEATED UTILITIES BEFORE EXCAVATING. ALL EXCAVATIONS NEAR THESE LINES SHALL BE CARRIED OUT WiTH � � .- a `' SEE NOTES FOR PASSES OF A VIBRATORY ROLLER. COMPACTION EFFORT SHOULD CONTINUE UTTREES BEFORE CAUTION. a E NAILING PATTERN UNTIL THE SOIL UNDER FOOTINGS AND SLABS REACHED DENSITY OF 95% IN ACCORDANCE WITH ASTM D-698 FOR A MINIMUM DEPTH OF 12" BELOW UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO / BOTTOM OF THE FOOTINGS AND SLABS. ASTM A615, GRADE 64, �' / ANY AREAS THAT BECOME UNSTABLE BENEATH COMPACTION EQUIPMENT �, � --- (2) TOP PLATES SHOULD BE EXAMINED TO DETERMINE THE CAUSE. IF DUE TO UNSUITABLE UNLES,3 OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SOIL, SUCH AS CLAY OR HIGHLY ORGANIC SOIL, THE AREA SHOULD $E SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE I I*' STRUCTURES ACI SP-66, LATEST EDITION. PM/" SIMPSON HURRICANE UNDERCUT TO FiRM SOIL AND THE EXCAVATION BACKFILLED WiTH APPROVED �I FILL COMPACTED TO 95% OF ITS DENSITY (IN ACCORDANCE WITH AST A ¢ ��"�,.'.1. CLIPS (EA. RAFTER) ALL BAR SPLICES SHALL BE CLASS C TENSION LAP SPLICES, UNLESS OTHERWISE SHOWN. PROVIDE D-698). IF THE INSTABILITY IS DUE TO EXCESS MOISTURE IN OTHERWISE STD. CORNER BARS AT ALL CORNERS. ACCEPTABLE SOiL, THE AREA SHALL BE AERATED OR OTHERWISE DRIED AND RECOMPACTED TO THE SPECIFIED DENSITY. PROVIDE MINIMUM OF 3" OF CONCRETE COVER FOR REINFORCING STEEL WHEN THE CONCRETE IS 1%2" CDX PLYWOOD OR PLACED► DIRECTLY AGAINST GROUND. iii 41 46" OSB WALL SHEATHING ALL OF THE FILL FOR THIS PROJECT SHOULD CONSIST OF A CLEAN, FREE o _. i DRAINING SAND WITH A MAXIMUM OF 15% FINES. THE FiLL WILL BE FREE OF WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 0 b ROOTS, CLAY LUMPS AND ANY DEBRIES. ALL OF THE FILL FOR THIS ct PROJECT WILL E3E PLACED IN A 8" TO 10" THICK LOOSE LIFTS AND WELDEE) WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS AND BE a < �,M COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM-D-698. GRADING WIRED TOGETHER SUB-CONTRACTOR WILL INCLUDE ALL FILL AND/OR DE-MUCKING AND ,r BACKF(LLING COST IN THE BASE BID. ALL SLAB AND FOUNDATION REINFORCEMENT SHALL BE TIED IN PLACE PRIOR TO PLACING SEE NOTES FOR CONCRETE. (! NAILING PATTERN THE DESIGN SOIL BEARING PRESSURE IS 2000 PSI. HOLD UP REINFORCING WITH TYPICAL STANDARD CHAIRS OR ON CONCRETE BRICK. Q _. IX i"" `�'�,!• � � • + : :.► � �:_.:� ► ► :: ► • . ' REINFORCEMENT ShIOWN SHALL BE USED AS DETAILING GUIDE. PROVIDE RE-BARS AS REQUIRED TO W W W SUIT SIPECIAL CONDITIONS. Ll.I tcl- 11 COORDINATE LAYOUT OF FRAMING MEMBERS WiTH ALL TRADES TO INSURE THAT CONTRACTOR SHALL COORDINATE EXACT ANCHOR BOLT LOCATIONS AND LAYOUT WITH STEEL VENDOR JOISTS, RAFTERS AND PLATES ARE NOT EXTENSIVELY NOTCHED, CUT OR BORED. E E REFER TO iRC 2006 CODE, SSTD- 10--99 AND AITC MANUAL FOR ALLOWABLE SHOP DRAWINGS. _.' CUTTING NOTCHING AND BORING OF FRAMING MEMBERS. TRUSSES SHALL NOT BE CUT, NOTCHED OR BORED WITHOUT ARCHITECT'S APPROVAL. SAW--GUT FLOOR JOINTS (F.J.) SHALL BE LOCATED AS INDICATED ON PLANS. t � �' I DOWELED CONSTRUCTION JOINTS. (C.J.) SHALL BE LOCATED AS REQUIRED FOR WORK SEQUENCE i� r- 12" CDX PLYWOOD OR THE ENGINEERING OF FRAMING MEMBERS IS BASED ON # 2 SPRUCE OR #2 AND AS SHOWN ON PLANS AND DETAILS. t CO ' � 746" OSB SHEATHING. S.Y.P. FB = 1200 PSI, ""�-- 41��;, E = 1,200,000 PSI. SUBSTITUTION MUST BE APPROVED BY THE ARCHITECT �• Cr) TYplCAL NAILING STAGGER VERTICAL JOINTS BEFORE USING. DOOR SAND, WINDOW H AQER, SQUEDULE (WALLS 2x4'$ 0 1 fi o.G.) ---- © Lid WALL ANQ ROOF SHEATMINQ SQHEQULE ® 32"o,c. MINIMUM. F.. N tvILLI . SHEATHING TO SPAN OVER ALL ALL CONNECTION STEEL ANGLES, PLATES AND BOLTS AT MASONRY WALLS SHALL. WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS HORIZONTAL FRAMING JOINTS BY BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A-153. (2) 2x8's w/ Y" PLYWOOD FILLERS FOR UP TO 4'-0" OPENINGS TWISTED SHANK) 3"o.c. AROUND EDGES AND 6"o.c. iN FIELD 16" MINIMUM. (2) 2x10's w/ Y" PLYWOOD FILLERS FOR UP TO 8'-0" OPENINGS >"( ) ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, GROUND OR OTHERWISE {2) 2x12's w/ Jr PLYWOOD FILLERS FOR UP TO 10'-0" OPENINGS E'"' WALL AND ROOF SHEATHING WILL BE NAILED WITH 10d NAILS SHEATHING STARTS 0 THE NOTED ON THE DRAWINGS WILL BE PRESSURE TREATED IN ACCORDANCE WITH (TWISTED SHANK) 4-"o.c. AROUND EDGES AND 6"o.c. IN FIELD BOTTOM OF THE SILL PLATE & AWPI STANDARD LP-2. RUNS CONTINUOUSLY TO THE TOP I�OQR SAND WINDOW HEAQER SC�#EDDI,E (WALLS 2x6'$ 0 1 fi"o.ct.) PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING. OF THE RAFTER PLATES. NAIL w/ ALL PLYWOOD SHEATHING WILL BEAR THE TRADEMARK OF THE AMERICAN THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR 10d DISTRESSED SHANK NAILS PLYWOOD ASSOCIATION AND WILL MEET THE REQUIREMENTS OF PS1-83 OR APA (3) 2x8's w/ Y" PLYWOOD FILLERS FOR UP TO 4'-0" OPENINGS " PRP-108. ALL PANELS PERMANENTLY EXPOSED TO THE WEATHER WiLL BE _ " > VERTICALLY � 3 o.G. AT PERIMETER & » (;3) 2x1Q s w/ Y PLYWOOD FILLERS FOR UP TO 8 -�0 OPENINGS 0 6"0.0. IN THE FIELD MINIMUM. CLASSIFIED EXTERIOR . APPLICATION WILL BE IN ACCORDANCE WITH 3 2x12's w " " NOTE; RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. ALL OSB BOARD ) / Y PLYWOOD FILLERS FOR UP TO 10 -0 OPENINGS SHEATHING THICKNESS IS THE MINIMUM REQUIRED BY CODE PROVIDE SOLID FLAT 2x4's SHEATHING WILL BE "EXTERIOR GRADE" EXCEPT ON INTERIOR WALLS, BLOCKING AT ALL HORIZONTAL THE C ILIN IG g A'J'TIC� )PQjST$ SQHEpUL ; SHEATHING NAILING PATTERN JOINTS NOT SUPPORTED CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING FOR STRUCTURE AND m U BY FRAMING. ITS INDIVIDUAL MEMBERS SO THAT IT WILL BE STABLE DURING ALL STAGES OF 2x6's 0 16"a.c. UP TO 10'-0" SPAN °¢ Q NOT TO SCALE CONSTRUCTION. , THE STRUCTURE IS DESIGNED FOR A COMPLETED CONDITION ONLY AND 2x8's 0 16"o.c. UP TO 13'-6" SPAN iii THEREFORE REQUIRES ADDITIONAL TEMPORARY SUPPORTS TO MAINTAIN STABILITY 2x10's 0 16"o.c. UP TO 16'-O" SPAN c ;, BEFORE COMPLETION. 2x12's © 16"o.c. UP TO 2O'-O" SPAN J a g MINNOA NiN WALL AND HEAQER STUD REQUIREMEJVTS ROOF DECKING AND WALL SHEATHING WILL BE INSTALLED AND ALL JOISTS AND 0 0 PER 4STQ 1Q-9Q TABLE 305Q GIRDERS SECURED PRIOR TO TEMPORARY BRACiNGSS ARE REMOVED. :I'HE ROOF RAFTERS $CKEDI LEA MAXIMUM HEADER SPAN (FT.) TEMPORARY BRACING DESIGN, INSTALLATION AND MAINTENANCE WILL BE AT ALL Q TIMES THE RESPONSIBILITY OF THE CONTRACTOR AND/OR ERECTOR, TEMPORARY 2x6's 0 16"o.c. UP TO 8'-0" (UNSHORED) SPAN .,..J 1 BRACING IS NOT A DESIGN FUNCTION OF THE STRUCTURAL ENGINEER. 2x8's t� 16"o.c. UP TO 12'-0" (UNSHORED) SPAN 3'-0" 6'-O" 9'-0" 1 12'-0" ( ) NUMBER OF HEADER STUDS 2x10's @ 16"o.c. UP TO 15'-O" (UNSHORED) SPAN SUPPORTING EACH END OF THE HEADER r,,� j - ii f 1 ' 2x12's @ 16"o.c. UP TO 18'-0" (UNSHORED) SPAN - 1 1 2 j! 2 ; 1 , »:t l: :_, -_ ,,, , Y ;i', 1 :rH ETERIQR WALL aSTUDS .SCHEDULE; ✓r UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS "s-' ,, _a .00_____.,.,A. (FOR V3S 120 MPH) N"' i 1 CI3 WALL HEIGHT SPACING AT EACH END OF THE HEADER w; ' " ',y s; '1 �, y `4.9, i' z _4 3 E,'tt is e j:mow r » o N 10'-0 2x� s 0 16 o.c. AT THE WALLS WITH THE PLATE HEIGHT UP TO 9'-1X" 18 OR LESS 16"o.c. 2 2 3 3 2x6's s, @ 16 o.c. AT THE WALLS WITH THE PLATE HEIGHT UP TO 12 -1Y �J o ev o GREATHER THAN 2x8's 0 16"o.c. AT THE WALLS WITH THE PLATE HEIGHT UP TO 18'-1Y" cn ,, o 10'-0" 16"o.c. 2 2 3 3 V.x10's 0 16"o.c. AT THE WALLS WITH THE PLATE HEIGHT UP TO 22'-1Y" a a a ci) ..i7.): .0 hi -4; . . _ (n �# C3 V? t ( Inimmeemniumer -- .� "...- .) � .7 _ '__4 �, ,�.f t%z" CDX PLYWOOD OR • R, �° ROOF RAFTEQS--9-Y6""o ��� ,- .�^ 46" OSB ROOF SHEATHING LSTA-9 STRAPS '`��~ —� (SEE wAtr SECTIONS OR PLAN) - _LSTA-9 STRAPS ���°" r SI;£ ALTERNATE ., 12" SIMPSON HEAD�.�y . ' iii ''� 12" SIMPSON HEADER 2 2x TOP,.-P['ATE 17748 STRAP MSTA12 te, �^ i STRAP MSTA12 ( ) '.f�' HEADER OE?AIL '`�`p.� AT EAC RAFTER PS ".�.Fi;SSiONAL I-r /� i i� r r " l�'` SROOM�RRUSSES .....�d.;� a: FL OR TRUSSES r/� �isz CDX PLYWOOD OR �Q �� ��,,Q` 346" OSB WALL SHEATHING �� 2x12 SO . 2x12 S D BLOCKING Ti //�, I ' �i ij r� �' BLOCKIN HEADER , �� �. �, i, k. �. �, a i,2x4'$ WALL STUD5 :A,.as-raramdrsw��p.lt.�ipriS�A r�arpA�flG.n gap���raaRRFpi��rd.aa�rR �MA.A i (SEE SCHEDULE) .�..._. .. ; i.TE ; " /• � 2x s WALL STUDS CAD 16 0 c 16 0% j EA. P TIES vSIMPSON HEADER 2 2x TOP PLATE EA 5TU {TYP.) 'iv STRAP MSTA30 OR EQ. hJd { ) Ili 15/32" CDX P YWOOD OR € € 1 W CV co 7/1 6" OSB W I SHf,0.THING , �,�� ¢ o s (RFS) CORNER JACKS / q �- / co to o WINDOW OR DOOR HEADER q ..� a N ...,...:„ OPENING f" (SEE SCHEDULE} H- Q- t%)em�i r' 18" SIMPSON HEADER 1BLOCKING cis ¢t�HEADER STUDS STRAP MSTAi$(SEE SCHEDULE) (2) FULL LEN TH STUDS t s 2x > Z¢N '- I * �� WINDOW OR DOOR i 'Q > (A) FULL � 2x BLOCKING OPENING a V? N (¢n E LE IGTH STUDS 1•-0" ' - .-N - - - .-- ■ i ',) FULL LENGTH STUDS 1 MAX. I I I I I U f /—HEADER STUDS to \ - I I I (SEE SCHEDULE) .. I II 11 iR *DPE JGK ii ( f O S OVER Yt . 6' NLY i� to I • SIMPSON HTT16 HOLY a 2x BLOCKING (2) FU.L LENGTH STUD', 2x BLOCKING S l s WI 5/8"0 ANCHOR BO.' SIMPSON STRAP (P.T.) CONT. BASE PLATE i (EA. CORNER) LESS THAN "C"' MSTA12 , „ — 71— 11- I / "C MINIMUM REQUIRED MAX.~ 11 11 I r TO THE-MR O� £ OPENtN ER SCHEDULE) 5/8"i ANCHOR BOLTS (12" EMBEDDED) (1 iii c SPACED 32"o/c W/ 3"x3"x1/8" e S! PSON STRAP *DBL, JACKS AT o WASHER NUT M A 9 I I " r1 OPENINGS OVER y to THE RIGID FRAME IS PROVIDED IN LIEU OF AND IN ORDER TO MITIGATE SQUARE E i FOR THE WIDTH OF SOLID SHEATHING REQUIRED IN THE CORNER SIMPSON "fITEN" HQ (THO 62600H) �� 1' I 1I II - 15 �. 6' ONLY tx 5/8"m ANCHOR BOLTS (5/8 x 6) ' . AT LOCATIONS WHERE "C" DISTANCE IS LESS THAN REQUIRED SPACED 32"o/c lunifimilini mi: (RFS) TYPICAL WOOD FRAMED STEEL STRAP 'i - FLOOR FRAMING SHEAR RESISTING RIGID FRAME IN EXTERIOR WALL . •1.► : .:- ,i, �`° (SEE PLAN) (.9 AT GROUND FLOOR SIMPSON LSTA-9 STRAPS ��/ 2x (P.T.) CONT. BASE PLATE _ - _ - OR EQ. SIMPSON HTT16 HOLDOWN OR C‘ I-- W NOT TO SCALE SIMPSON PHD5-SDS3 HOLDOWN .,/ SIMPSON HURRICANE CLIPS w/ 5/8"0 ANCHOR BOLT , W AT. EA, RAFTER WIj,L 13�. (EA. CORNER) �/ (1) H10 CLIP PER RAFTER OR TYPICAL EXTEFRIQ,,,,F., CIE STORY WALL ,� F-,. Q (1) MTS-20 STRAP PER RAFTER OR �+ (2) SIMPSON H2.5A HURRICANE CLIPS •,.........,..... _ASSEMBLY DETAIL co 4� (ONE ON EA. SIDE - STAGGERED) "'--�--a...,.,.�,,..,,,�,,,.€,. " CEILING, WOOD FRAMED FLOOR) D STUD WALLxm' ALL, HIGH �� , 4. 16"0/c (SEE PLAN) a—a THE HARDWARE SHOWN IS FOR DESIGN AND ORIENTATION ONLY - ' DT TO SCALE: EQUAL HARWARE SY OTHER MANUFACTURERS IS ACCEPTABLE '-, ' w �` (USE APPROPRIATE FITTINGS FOR DOUBLE STUDS, RAFTERS ETC.) ' ` Pi`� CJ SIMPSON PA 28 HOLDOWN l Ili -,Y-- aim= W /1 I° N w "C" IS THE MINIMUM REQUIRED DISTANCE TO THE NEAREST OPENING v ,= = TRUSS H2.5A HURRICANE CUP E-�- p _ -„ 3° \-5-_c . :��9t” (BOTH SIDES) ���`�!�'�/►1! r,,v§"c:''',s,t ,'- j,{' �-= ,i, _,i}_- z}-Rid 1 1 1 i. €,�� 1 _ � ;' t= NOT TO SCALE "C" = 27" 0 8' CELING HEIGHT "C" s '`' °' ".` ; ' C = 30" ® 9 CELING HEIGHT (q �1gkL .°j cg "C" = 34" 0 10' CELING HEIGHT CDX PLYWOOD OR :t= '}V. . "C" = 38" ® 12' CEUNG HEIGHT OSB WALL SHEATHING :r;,w SIMPSON HT1.1.6 HOLDOWN WALL SHEATHING 0 TYPICAL 90' CORNER w/ 5/8"0 ANCHOR BOLT ENDwALi. NOT TO SCALE (EA. CORNER) "' �� CORNER STUD CONNEGTED m �......„„.0.--.--- .,,,�--:-^"'°""-:,. • 1/2" SPACING ALLOWS � ¢ct Q . ' HOLDDOWN INSTALLATION TO TRANSFER SHEAR SIMPSON HTT16 HOLDOWN -� MPSON GALV. PA28 ANCHOR -c crn 2-16 d COMMON FLOOR BEAMS CD o- ••- 1( W/ 5/8"0� ANCHOR BOLT NAILS MINIMtUM 6" O.C. ..! O a�7 !' 01.011111"111111‘r . (EA. CORNER) (SSEE PLAN) „� t. 8/ / . q!,'I 2x P.T. FL. < r LU � 1 i�..._■ t..1 �• pt, "SIMPSON" BEAM STRAPS .,.! ��r- "--, PA 28 ' 1 0 ) `I . a 1i F�If IN • ThGNGEtJu1ØJ/ r � � � IN a as a 71 \ UNT ,;t `� x . r o• W I HAN' R SINGLE HOLDDOWN AT CORNERS f- `' fWOQD FJ2AM�D FLOOR A Z o BEAM ' r . = �, #.► ' ION SINGLE HOLDDOWN AT CORNERS NOT D TO SCALE ` M : CONNECTION `"PER ____ - Q a WOOD FRAMEg FLOORS. .- ` NOT TO SCALE TO SCALE --NOT—TO—SCAM . v a; Z. • a O o o .c PLYWOOD OR OSB ROOF SHEATHING (SEE STD. DETAILS) 15/32" CDX PLYWOOD OR 7/16" OSB ROOF SHEATHING 12" SOLID BLOCKING @ 4$"0% }5/32" CDX PLYWOOD OR tt�, SEE ROOF PLAN (FIRST TWO BAYS) 7/16" OSB ROOF SHEATHINGv'� / SOLID BLOCKING @ F���I 8d NAILS @ eo/c 48"o/c a (FIRST TWO BAYS) • RAFTERS L j� inallilli„�----.----_-- ,� �� � �, {5EE PLAN) 8d NAILS @ q»o% 'A�' G'fN � 2x s STUD GABLE �. .., fTIIiIi7 2x4 DBL. PTE BLE END @ 12'0% (SE£ PLAN) j ROOF OVERHANG 2x's STUD GAB E END , �”' _ 2x4 BLOCKING AS REQ. ® 16'o f --r- 4t c {SE PLAN} `o 0 CENTER 2x BLOCKING ROOF OVERHANG Q z M , 8 8 2x BLOCKING ON SHEATHING JplNTS (SEE ARCH. WALL SECTIONS) � � < �� - ' 2x4's@ 16" o/c KNEE WALL z 1 '(1} o Q ,� NON DIAPHRAGM CEILING JOISTS SHEAR TRANSFER: w (5-d)°i `y v 2x4 BASE PLATE CEILING 15/32" CDX PLYWOOD OR (SEE AR H. EITHER NO JOINTS IN SHEATHING CJ t- _ c^ a SIMPSON HURRICANE CLIPS 7/16" 058 WALL SHEATHING WALL SGT. OR USE 1 g" MTS EATHlNG ...' ¢,� r �, Y ) STRAPS @ 16"., 5 V .r-. ... .� 7 @ 16" o% i, a ,'�' z s� - yr. Vi < Qrn E Q �: 15/32 CDX PL ' 7/16" OSB W PLYWOOD OR 11111L_, ALL SHEATHING SALOON FRAMING -- PREFERRED METHOD CEILING DIAPHRAGM GABLE END WALL PER ssTO-1 a—$9 CEILING JOIST UNDER BLOCKING KNEE WALL SECTION 306.3 LL FRAMING PER FIG. 30�5J� {SEE SCHEDULE) NOT T (2) 2x 0 SCALE { ) TOP PLATE Mil ROOF BRACING DETAIL Milli011 2x's STUD WALL I'fCNEE WALL) ® 16"o/c (SEE PLAN) - SOLID SCALE 3/4" 1��0 i4 0 PLATFORM FRAMING SIMPSON 1-110 HURRICANE - ALTERNATE METHOD o 2x6's BLOCKING @ 64"o/c GABLE END WALL FRAMING P a CLIPS AT 64"o/c PER FIG. 305 (2) 2x6 TOP PLATE NOT TO SCALE 111 4" CDX PLYWOOD OR WALL BRACING AT ROOF FRAMING OSB ROOF SHEATHING 2x6's WALL STUDS @ 16#' SOLID BLOCKING @ 48 0 fr NOT TO SCALE °% (FIRST TWO BAYS) /0 8d NAILS @ 4"a% ""' I �u W 0 PL A [ 'tl t Ll.t PLYWOOD OR OSB ROOF i 2 x4 TOP PLATE SHEATHING {SEE STD. DETAILS) � � 1"" D (/) ci SIMPSON ' (2) 2x4 TOP PLAT RIDGE BEAM E.A. RAFTER HURRICANE CLIPS ►�,:, E , SSON RRICLI (SEE PLAN} 2x4's STUD T"' co RAFT �2" PLYWOOD OR OSB R40F RAFTEFS END WiLI ,r,,, ••� {SITE PLAN RIDGE B (SEE SCHEDULE SEfr R40F PLAN SHEATHING {SEE STD. DETAILS ) BEAM } SEE PLAN) CENTER 2x BLOCKING (� W ON SHEATHING JOINTS ( E ARCH, WALL SECT ION i t ��" OSB ROOF SHEATHING 1ti ma tt1 ii r 2x4 BLOCKING AS REQ. ° OR SIPMSON COLUMN CAP AC6 i � ND Y1►AL , �R ,,,,,, >~Q. INS JOIST �.C�CKING (PER FIG. iN II O5 NOT TO SCALE IIII 2x6 BRACING ' r 2x4's®1 g" o% KNEE WALL � SIPMSON COLUMN 2x4 BASE PLATE i � f i i to WOOD POST ; as U SIMPSON HURRICANE CLIPS (SEE PLAN} 2'-�0" o Q I, @ 16" o% ac ILi_J _1_ __ _iii1 2x6 BRACING SIPMSON COLUMN WOOD POST BASE AC6 OR EQ. (SEE PLAN) c� c� OR SIPMSON COLUMN BASE AC6 ! SOLID BLOCKING i/il/i CEILING JOIST UNDER KNEE WALL ssTr- to-c1.5 AND IdE In ONE(SEE SGFIEDULE) BEAM ROOF BRACING DETAIL (SEE PLAN) ¢ Ta KNEE WALL BEAM SCALE 3/4" ; 1=_0►= ROOF BRACING DETAIL (SEE PLAN) QC RII?GE BEAM -- FRONT SECTIt�N� ROOF BRACING DETAIL '� "' SCALE 3/4" 1 --0 RIDGE E3EAM o t a SIDE SECTION #` SCALD 3/4" 1'--0" Z a q � o ai . o 0 U � d ,C v) m. O to