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HomeMy Public PortalAbout07-0096 Monterey Square Properties CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 03-6-2007 PERMIT#: 070096 WORK DESCRIPTION: REPAIR/RENOVATION WORK LOCATION: 1414 SECOND AVE OWNER NAME MONTEREY SQUARE PROPERTIES ADDRESS 302 HUNTINGDON ST CITY,ST,ZIP SAVANNAH GA 31401 PHONE NUMBER CONTRACTOR NAME BARRY A BROWN CONSTRUCTON INC ADDRESS 1106 E 59TH ST CITY STATE ZIP SAVANNAH GA 31404 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEE'S CHARGED $615.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $75,000.00 TOTAL BALANCE DUE: $615.00 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.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org Project Management (View) FT- r u i- ii ' I rJ i fle...1 S PrJj.Gr Pr.: I I ' ' - ( I'. I rG� . li It.h1l 1 L III trl ue,_ .,r IrBj f s ;�.� q,t:, . . — rJ ddi.e s �� ' ` .. • r;[.!L-.:j A €he1 rgt I � r �.. - � Ir ra#.'�' r• '11 ' l3; G4r!:u{ l. y N e. W� e; ` 1..1c&R.t' I.t • 'Et� Fr1 � 16AF-r 1. 0, i r • .fW�� t t a . . r • um I ,_ - _.-, _ - .;.rte.. x i y •I: °rale.CC r•G . !:T Ih ; 1 -^. ;T ,! �7 1,".': ry Ll T.,4-,:a..`-z.'• i•-'7 Y i , r d � / '�sa`' -5 r- .Cd r.„.- �?„r.^i ,, 4r. cam'.,`'`,'v' ..`` �� - _ - _.. • ti - it _ d4 -29-08 Nale , : -6ar r6 -2.roWr, ((05(® -5Sgq) C(2lle-d abov3r :s. 44' .561-.`,d DWfu 0, 5 Q c r can / (A)0 6'er , ' . -Th: waS cz- repo c / ren �v��-1.�� se e w;li hD-f be. a 0 0 LaSjr. LOrelljtC TI n^r� roV.►n ak a^ 'g-` `4 acictres.s -�ro/+.y 1 141 I i-( to C ses- ��do .e. ►s Q � U)Ckler 4cw„-l- .C% r Iy c`t C44- c:r] v01(0 — 0) , ihA5e 5}-1.9'.)(d CLAr 2-e- a g �Q ar 9 e, cQ.n • Le• . kr, ®.A) e-c yo , ..d rwore- l •V7 r t O 1 ■vv.- b • 1C. I I Lf MAYOR t`tai CITY MANAGI Jason Buelterman q'; Diane Schleicher CITY COUNCIL ' CITY CLERK Wanda Doyle,Mayor Pro Tern Vivian Woods Charlie R.Brewer Barry Brown CITY ATTORN Eddie Crone 'a r Edward Hugh' M.Hu Dick Smith !..0000‘ Paul Wolff CITY OF TYBEE ISLAND Monterey Square Properties LLC 302 E. Huntingdon Street Savannah, Georgia 31328 Date: April 24, 2008 Telephone Number: N/A Reference :Address Change It has come to our attention that there is a House Numbering problem in the block in which you reside. This causes a Public Safety problem of a critical nature: therefore it is necessary to change the address of your house. Please be advised that effective immediately the address of your house will be changed: From:#1414 Second Avenue TO: # 1416 Second Avenue Please change your records to reflect this address change and place the correct number on the outside of your house so it can be clearly seen from the street. A copy of this letter will be sent to the Police and Fire Departments, Electric Company, Telephone Company and Water Department to update their records to reflect the address change of the property. Please notify any other agencies you deem necessary. We apologize for any inconvenience this may cause. Thank You for your cooperation. D o - 02 'S-S- 9 Jimmy Brown 912-786-4573 X 112 C57 ~ P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328-2749 (866)786-4573 -FAX(866)786-5737 www.cityoftybee.org ., *.. -,:-..••••- •--, '' . •':•_.:,•,::: •::,.. . di "2 0 -51 e 0 s -Jr- lio ocki :\ Inspectson Report b0 , (6._ City of Tybee Island Wei ,0' 7 ) 1q(0 403 Butler Ave., K P.O.. Box 2.749 Tvbee Isidud, GA 31328 Plitome: (912) 786-4573 L. 114 • Fax (912) 786-9539 r) 2 M c_J Date Requested __. Ovirnee,_F. P i a fra P 1\1\0 r‘'.cl),"1"--str CC Q Car e.) nate needed _C.) .. - 2 --"&)-r- ---cj --e:/-----(-4F--t-- r) z -r) Gen_ Contractor , ., .$4 ru . . 0-^ Subcontractor Co ntar t hi 110)be r ----PDari- , 6956i- SSE 9 • ocation Li4 (Li "---(, c 0,-, cl. . inspector ______ __ ______ . Date of incpertian -ili•L/OS 1 f Type of thspection kec. . (05.1.e.5 6 ta-) — ---pet ...S RAS,9 _ -.___FilSS r......1 gAS,9 /-- • r e . ,,se Q cir- -r: ,-,a_ rv-0 ` 1^• ( A v Q. ,,,--1-c.. ?re. A, ,) --- i•- /9-s , —1--- 1 1 I , • .0,..s,9 ---"\-- \ - -eit; S) ! ,, /, _ , i /-- ) ;,,,T. (1, ("If: HO ds.Citti, ("4 j• 1 , , •_. h--01;:.:- b---1- q--i 1N) k i r-3 k-i-3' " ---' -- 1.4 . . InSPeCtii0 ri Report _ Cy ot Tybee Iciiind _,e k oy 403 Butler Ave. P„O. Box 2741.9 ---) I 6/ (0- Tybee Isktatif GA 31328 phone; (912) 786-4513 ext., 114 Fax: 011) 1SG-9539 `1,74?- dz.-, 53i7,rmittli,.. Date .k440:_g_ SZ_,____ Date tieedf_tcl _____. r 3.-/ i'`-0 I 6c,-(7r-Tir-D,..,..) , C 4, rs s+' 5 2.413t:i) raw-to r • ---D, . -1::0 ratact N umber LLaYT r Ca S-(0 - •5 S- E c7' tot:at:ion, - — I nspeCtOr _ '..? tq DA tP of 1.ns pe4.7t 0 n Type of )rtspection .. ._ r.La( e\ ,, c , , Da\os .Q Q -.., Q c . Pl.( A - (3 c-- c-ok)sr6asiky va6ri. Oor61-.7. , renewal ..„...1 , 0 r.... ../71.•:, . 1 IN 4V---,20,A / .Sv1/4)14:7--CPR\A4r€, (200 .Z.'('-4 '-;) WI -5' i -3(=---' 4191F'll 04.,.\, A, .r) ___,---- if,;7t '241)4°' - y-N ( t3,,y1 3 4: -ikrli, '240)3ki.l> , ')5'754 i is) l',..- \--Fr 5 1,4iw•-.3 , 1 ' .i IT,' 'i oh r RA% (") ----F- ■ a\ ,.1 -) 1 , 0 ' '• ( LI: e_ r S) I-15 ), ' 6 - ' ' ' \ , A ' \ 1 ‘ w (\k9 i \ Q )-, .' ( t's i ■ f\VIN.---)1 \ i 1 • tf .. ., . --- F It. • \ *4.:,,f-.., ....-) _.— ji44-4,H If•-5-(''IL. . ! ,.....)/•..-, (-6 H 4 I 1 `.4.:,,,.... .. -•'1,-1 ; Ictg• ...:,3. : i ..,A• • '..7:.i InSipeCtiOn Report 1 city of Tybee Island i 4111 Roltier Ave int10 P.O. Box 2749 tybee Island, C3iA 313213 Phooke! (9-t2) 786-4573 e,xtertsion 114 1 Fain 912) 786-9539 Permit No_ ((-) 11 -- 0 D 9 Date Requested 1 0 - 1 0 - (51 I Owner's Name A 0 e's ,e-r e.15 g ■.__ Date Needed 10 -- I ( - Q.D -7 15 czr r' A 8 ro„)...).--., i Gen. Contractor__C --'``‘.1---' n^— Subcontractor . I Contact Number cThtilliol 0-- 1 --i( (.0 SCe) --* ss--g9 0 Location \ LA '4 LA 4..7')Q- C' 4--, ck 4,..\./ e•-• • \--- ( Inspector_ Date of Inspection Type of inspPctiort ie-, Pass . t..ss Fail Li ._....,, 4 I 50 1 1 1 ,._._. _... .,1-f4.%lz. i)ii. :It ,.;•';',7P.'..•• ...VR-- ' !4'7,,•••- ••.•:'4 : ''. :,•:'• •- ••',;.,i- ''•A'' • :...0..' r Inspection Report City ot Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (9 ) 786-4573 extension 114 Fax: (912) 786-9539 Permit No- Oq - 0094 nal:PRequected Owner's Name MOMICV ve L" SI • Date Needed , "-)..e_ 4. 20 Z_00 7 ) • Gen, Contractor 1:3-C, CCLA-Pyrotiy-N Subcontractor • ._. Contact Number € f tf. 664 - 5-589' Location _ /4- //ei 2 A- 1- xt) .Q . Inspector _ .S77 pate of Inspection Type of Inspection _ ,FIefr11997 72•48f, Fail 1 i ,, .H...: ,-- . Or ',.e ,-.,• • -3 Inspection Report City ot Tybee Island 493 Butler AvPrtioe P.O.. Box 2749 Tylwa fqap.d, GA ..413N1 1 ,„ s je -to (912i 1k6-4513 extension 114 A-7-ax: (912) 786-9539 Perr=1::t No.: (.)2— ()0 LI Date R Pea qieSted ' i 1A C,),..., Owner's flame ii f ft-011-7L'e V.E 6/ -21 , Date Needed .---.)‘5?6i, / , 7(Z..) --------7--- --g-- ------r---------- com Subcontractor i - l -/-. eTh9e Al 1/ CO ntaf-t .i5!IMI b Location (7 /4 i/e..._ _ \ . i ........ , t. Tres pe.ciff v Date of inspecUon _ ---- ---) / & H i - C Type inspection 37 bss 1(41- (Pass t .....\_, 0 Fail ,...7,1 LA/ • , . } klit: t -11- ;i6, i i 1 Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 extension 114 Fax: (912) 786-9539 Permit No. C-11 - 0 0 ci) (a Date Requested 0? - .. 9- o-1 Chimer's Name Ar c,„,L,r,,..4 5- , Date Needed Gen, Contractor -)as-r P, V?r-„),..),,■_ ,-, Subcontractor Oci! e, 3- (..) e-O., El eci. o Contact Number 7-`1, ) 05- i ,i.- 10 5 (,) - 5 C 3 1 Location I LI I "i S0 ( cm.-, A\Je . , Inspector - . _( Date of Inspection Type of inspet-tion r 0 3S, k - , e c,--Ir- 1 . (--- Pass Li-11 Fail 0 -7c1 t ...- .•-,.,;...,..... . ..t,±:. '..V:;.*: •••• ••'''f.,1 '' %.',t1^. •••• •hl: I nspection Report • Crty of Tybee Isizinel 403 Butier Avenue P.O. Box 274 Tybee Island, GI\ 31328 Phone: (912) 786-4513 extension 114. Film: (912) 786-9539 9 Go Permit No, (/) LA',-..1_ --) X Date Requested /L41,6,1 • /V. 7.00V •---- 7-- i _ Owner's N 6-me. Date needed .....,-, Gen, Contractor C...*.C.i.-4-)A7 Si_lbcontractor Pe/ •----: j,..) , , 0 i?,s..- _ 0 —,-, Contact Niimber ,t-5(--f /..) LI /4e/(-- , . , 6, -7.3 Li(_ Loran ,,,,,-,4.-.:•i' .,..-. ,i.,zr,/,- , .....-. ,f/C/ A / q / -- 9te cif Tri5pecior4 --- , L- Type 1-.4 In,.. pi-7.ction 773i) (--')(A / i--- -77 PL. -11 it f-las- - 1,ss Fail 1 - CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT ftf-- '',.." Q-7- DD9 (P Location: / //z1 b Al) Iii. PIN# NAME ARES S TELEPHONE Owner M b re ,540,Li 14 C . 0 z--7L k •r,.'oaf Do K • - 3 0,0� Hap g. r s L.Lia 5,4 tit 6.i5 • 3i 4/01 Architect t 1\5 � i` �_ 7 9 or Engineer 4 Building v`i • at.e� 1 A . ` '�`. ®..� Contractor `°a , , `"�° ,/ •° s#,Li, (Check all that apply) IV Repair 0 Residential ❑ Footprint Changes rkl Renovation n Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex ❑ Demolition ❑ Substantial Addition ❑ Multi-Family ❑ Other ❑ Commercial Details of Project: ?ere P)1 e, Estimated Cost of Construction: $ I.4 a =e-` Construction Type I (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood & Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: S a $1 )t {� IA 0'\ t 1), Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units #Bedrooms ,,,,..- #Bathrooms 2 ,,.f Lot Area 3 9 0 t Living space(total sq. ft.) ,)C/, #Off-street parking spaces 1 aA Trees located &listed on site plan -- Access:Driveway 6 i 3i, (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories / Height 2 V 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 /0 ,0401 On-site waste and debris containers will be provided by If- / L a Construction debris will be disposed by Lui) tAi by means of /q A-0,ALA." . 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: 2- 6 Signature of Applicant: . a )- e �. l r ` 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 6,— 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 K Distance to water main tap site Distance to sewer stub site E X l S ry 9 Water meter size Storm drainage Approvals: Signature Date FEES Zoning Administrator ! �, ,t I _V.-0:2-®7 Permit Q3 d�-O Inspections �c�`5•—Code Enforcement Ofic- 4� Water/Sewer / Water Tap /r Storm/Drainage Sewer Stub N/A Inspections ...-41111/10- Aid to Const. NO City Manager TOTAL /5.�- REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person,unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property(prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: � 1-5 Project I.D.: l '7r J y e-ca Ft, sue-T) Attachments approved by: Date: ; , • i CMF , . I'cmp , 13TH. SWEET I I I i I 1 I i co 14TH. STREET 10 I 0 01 CYI I <3 oi txi a z z z c* C4 rs1 > tmi .3' ... -4 gl 2 [4 b 8 , , al Z o •-> 0 c..> c4 g a E-, i r-... SITE aa C?,--..„.__?-< co 15TH. STREET PORCH----__ 111 @ I I LOT 43 —A I p ,.., 0 ,I .,,, , ir„.„ 0 4.3=41 a I II ''' 1 i 1 I /c: \ .„ 10.1,,_ I TYBRISA STREET N. e zy , S 70°41'07"E 78.73' 1 ...---"" 2 3"IPF LOT 42—A "rt1 VICINITY MAP I () AREA = 38(36 SF „...„-----"(-;.-2-: (NOT TO SCALE) 1 I c:, ..-- ,--\-(:* 14.9' ">)\.0 I.P.GAS TANK 5' 19' 11.V I ti ..16 "4 I ,.......,. ...-1 Px ;.,. I c4 oi 1 STORY FRAME it 6Z , i RESIDENCE 0 x LOT 42-B ICO I EARTH DRIVE i "a ,, 4.9' ..‘. 35.5' I cn x I ril to .-1 2; b A 1 -- - -----_,_. o 6 -,,, 1 d ),,-.) I '' .,_. .,--1 I F-4 r=1 5/8"RBS bh N 70°41'07"W 78.73' ! 2,-:„ t b 8.1k I I (..---27/ c",.........j ''''.4 0 ''-' (2) b Cr3 ...1 01 1 - Z t'.)Z PI x 0 •-■2 *--...... I -...... 0 A....1 O 1- --,P F.) I cNi 2 STORY FRAME BUILDING z CP It 7----- 0 Z 1 X cri k 9- t 1 .............44. ". •T4 I 01 0 tl. oa I , I I Cn 07 i.P0- I C-. -----,, ;4=.- ILO T 41 —A c, LOT 41-B - IQ c., ... 2„,,, i A6.... -c- „,„ - ,-,-,_..) 4 . i c c..._ 7.9' 614444-A- /0 1 Fgoiv 74 sc-e.1-h z-d(-- 1 Q.--- 10' BSL N. I i EAVE ENCROACHES 0.2' .. I >cs --- , ,.. ..i, •i N, .5 8”RBS .... ...... 5/8"RBS . . N 70°4107"W 78.73' I 1 _. 1 FIFTEENTH- STREET 60' R/W / - 1 :,-: ,...- , 1 _ i ..... , 1 : I ' REVISED SEPTEMBER 13, 2007 TO SHOW 1 HOUSES ON ADJACENT LOTS. , ,, , ‘ ,. ; I . I REFERENCE: DB 126 P 159 . ._„. I ) PRB A 7 I , PRB 27-P 60 „ L. I , EQUIPMENT: PLA,-. T OF LOTS 41—A & 42--A WAR, , .. -,-D I LIETZ'SET'4 , , „ t ___,_ = t. t, .,,,- , . _. ...- ` ) -.) ..= j ERROR OF CLOSDRE: ITO1 t: ISLAND, CMIVITAME ,1 , COUNTY— , GEORGIA - I :-.. ACCORDING,:TO TgE--F;I:R.Mt. DORI) '.: A• G: 15"/ANGLE 1 6/17/86 THIS PROPERTY-IS WITHIN I TR,7* BALANCED BY: L. S. 'I THE 100 YEAR FLOOD ZONE; 1 J. WHIREY RIMOLDS- * , * -4):6 i PLAT: ilINFIFNITY FOR: HARRY A. BROWN 1 LAND SURVEYOR ,e, , 1 - 636 STEPHENSON AVENUE -;.1 ,5,,,,t, • „, 4`) /: i SUITE C , , \\.... * i SAVANNAH--- 31405 TELEPHONE: 912--352--0464 7.17 w-cir V- ,2, v DATE: SEPTEMBER:9, 1996 i - '' A I-1 i FAX: 912-352-7787 / €1, FILE NO. 96-223 I , : . COPYRIGHT 0 2006 LCW TIDE DESIGNS, THE USE OF THE DOCUMENT(S)AND THE DESIGN CONTENT WITHOUT WRITTEN PERMISSION FROM LOW TIDE DESIGNS IS PROHIBITED. b.. \ \A K. 1 I . e I i I c"*) t i 7._. i i i '\ i i -\1 i I c) �? +�`� ! LOTS 43- A i i • AND 44 - A I LOT 43- B 0 I I N/F- PA T TERSON I N/F PA TEL Z. 1 ,62) I t CHAIN I p'1 16" PECAN CONCRETE 1 LINK FENCE IRON PIPE! $• ° MONUMENT FOUND 5 70 4L271 E _-°- __ 78. 73 _ FOUND X \ .mow(� n� b1 POWER TRANSFORMER a ; 14 " MAGNOLIA 2' N 42)�` ; POLE PAD ,.,..7. 1 I ° o\_\ `-.,J Q) ' ' t ' i �-•14" IPALM o -�-` ti 14. 8 .,..�.1 . 16 • _ D' —,L_ EDGE OF EXIST. -, ' 0 rn cn ASPHALT ( ,- 16 PALM PA VING , I `L I $ I I 12" PAL 4 M 0• t I TWO !,ti ToR Y �-q I O (61\**2) + WOOD RAMS _ )1. LO 1 42 A t '� 2' WOOD C� BUILD! G 3, 865. 62 .F 18 PALM I _I e FENCE E-- -�- -- -- - �---- --- -- -- - __ __ __09_ AC,.E __ O WATER 2 I Nv) I + LOTS 41 - B RMETEI _, pi c-33--<- 1 i N J $ _ w1 __ __ __ __ __ __ __ __ _._ _ __ AND 42 B R J `L IRON ROD `w 78. 73 ' ®ro$ -"-- N 704+1 '0 7" // N/F SIMON FOUND 24" '� I " PALM '1 ' I + 45A Q ' I + . ,00d i 1 . !I LOT 41 -- A I I i N/F COOPER 1 is I Ff a g t m 1 C�a � � 5 ` Z. w I CZ o 0 E M N Q t k .P1 1 c e ,41 c:: t ! . ., a o I. 0) !0 ., .... ,, ,, .., ',41,, ;�` ; a ■ ` • ci w t-- %.,0C,R scHEr)uLE co oac h.- SYM. SIZE DESCRIPTION DP RATING UNIT# ce n. I EXISTING 45 co 2 2'-8" X 6'-8" X I-3/8" _MOLDED 6 PANEL MASONITE SOLID GORE DOOR UNITS 0 3 2'-4" X 6'-8" X I-3/8" MOLDED 6 PANEL MASONITE SOLID GORE DOOR UNITS w v ®Professional Member 4 2'-4" X 6'-8" X 1-3/8" MOLDED 6 PANEL MASONITE HOLLOW GORE DOOR UNITS w 0 of American Institute of /Lon 41-6" • te, 5 4'-O" X 5'-6" SLIDING CLASS TEMPERED SHOVER DOOR k %E 6 ciLO" X 't'-O" MANUAL SWINGING TYBEE LATTICE W/ X-BRACING BEHIND -SEE ELEVATION a Building Design • !2 X„i2'"(NOMINAL) CONCRETE BLOCK M PIER, REINF. W/ (4) #b VERTICAL BARS, i i i .:r , • ALL GLASS TO BE LOW E GLASS. DOOR SUPPLIER SHALL CONFORM TO ALL GORES ce ,lr,, :; -- _ �....-. t�e FILL CELL SOLID W/ 4pOO P.5.1. XO�..�� V N (2)2x10 • DESIGNATED. TEMPERED GLASS SHALL BE INSTALLED AS DICTATED BY CODE. z V'I:;i`1 O ! i, ,oii CONCRETE GROUT. FOOTING SHALL BE CONTACT DESIGNER. IF ANY DISCREPANCIES ARE FOUND BEFORE ORDERING. 0 0 In 3'-0" X 3'-0" X 12" DEEP, 3,000 P.5.1. i EXISTING STAIRS TO BE 1N `1-O x it EACH WAY.REINF. W! BARS �a+ 8" O.G. . co REPLACED. PATCH AND E EU REPAIR ALL SURFACES AS 0 m c to .� i s-A-° F • z EL I REQUIRED. ,. , °o 71 b 1INI,0V4 SCH UL r --- \ -- — — — — — — — — — --- — — — , _�' - T SYM. SIZE DESCRIPTION DP RATING UNIT# — im N u (2)2x10 di Zsi ._ _ -—.- - ._ ._ __ cr I +5 I +�55 \\\''''. -}\\\\"\<.* A 2`-8° X 6'-O° GLAD DBL HUNG UNIT - SDL MUNTIN PATTERN 35 o i- I�j. ; �. �. B 2'-8" X 6'-0" FALSE 5HU i tR CD t- to j I cc 2'-8" X 3'-O" GLAD CASEMENT UNIT - SDL MUNTIN PATTERN 45 -zt _ I z J I w de d I T , eARAeE E ALL GLASS TO BE LOW E CLASS. DOOR SUPPLIER SHALL CONFORM TO ALL COPES t� ii ii o CO CD x d c3 Ii� DESIGNATED. TEMPERED GLASS SHALL BE INSTALLED AS DICTATED BY COPE. EXPOSURE L.� v �( r` V 1 .' CONCRETE CONTACT DESIGNER iF ANY DISCREPANCIES ARE POUND BEFORE ORDERING. 0 1 cb= O�I ® � ` U p[ -- Ji O �� PROVIDE DOUBLE FLOOR ! w Z 0 3 1 z 0lY� JOISTS UNDER PARALLEL 1-1- I ' 0 0 00 PARTITION WALLS AND 'X' PATCH 4 REPAIR ALL REQUIRED AREAS WHERE N 0) _If.? X x�`' BRACING BETWEEN JOISTS E h �j ill xn E u�.t (Iu- UNDER PARTITION WALLS ( BEEN EITHER ERSADDED iOROREMOVED.00RS HAVE {� Q c i • PERPENDICULAR TO JOIST 4 i } �� DIRECTION. L +�' R SIB NG IS A\ XSITI \I � o Z } l I +6� O O • SHELL w m tiT to N _ ! T (EXISTING BEAM) �- 2 Li- _ c = 8'-8" 8'-4" CV 2x10 6 W' O.G~ • Illu N ti Ltt FLOOR JOISTS I = 9- O • (EXISTING) i �= 1. v,� , I z c OWM ZA f//1 i Iz It. rf3 .1~ ®�X ( 0 U O a- 0 0 ttuu p 1 < (NM co o NI- CV to DP4 � l / / / �Q�(9 / �' z l I E AP._ __ ___ _. _ _ _ _ _ _ _ -_ _ _ _ _ _-_ _ , — .� -.. - - _ I +6,, e��J `0+ SERVICE YARD _ _ _ _ ____� _ . ._ _.. __ _. pp F.F.L. 13.16' M.S.L. \ +i - \\\';',x< \\.\ \\*!...‹. "\'' EXISTING STAIRS TO BE 101_3„ q,_5t, �rifjf► 6t_7„ REPLACED. PATCH AND / / \`+ip Ciat'V / REMOVE EXISTING RAISED r REPAIR ALL SURFACES AS (1111 0 0 GONGRETE(FORMER BATH REQUIRED. to METER r'. HEAD TEL-G _ DP45 DP55 AREA) IN THIS AREA. REPLACE :ne���:IBM Win; i�►ar•rri n:-= ,: ;. 0 Ci UJ I- . irTa- TAZ- 0 cc a. co co • z a ®Professional Member co 0 of American Institute of . Building Design (.3 TOTAL ROOF HEIGHT EXISTING GABLE EXISTING GABLE 0 ,... , W f,:..,, \ u.. - ,•:..- , LOUVERED VENT LOUVERED VENT .V.',-..;.-....N 12 ,a40,,A111b, 12 NEN FIBERGLASS ROOF REMOVE OLD REMOVE AND 12 -41/h...- /1.11=111111111k,„ 12 • NEN FIBERGLASS ROOF REMOVE OLD REMOVE AND 6 ,7) 0, ,d,.. !,= • 1 - i ±-7 :,__...„,■„„,_ REPAIR AS REQUIRED 11 EXI TING.404111"1"-";' REPAIR AS REQUIRED SEX! TING t*:"- r' 1XISTING Lu st.1 EXI TING „digidali=:1111•1.1111.1111."- :•••• 111111111111111 lei „„„..„,„... MINIMIIIMORINIE a. 1 . -\ MEAN ROOF HEIGHT /111111111111111111111111: ...1111111111111111111.111\- _ REPLACE DAMAGED SIDING- MATCH EXISTING EXISTING HALF NALL- ../......./1/ "'n"'" :10. . REPLACE DAMAGED SIDING- z — 1-4.— ' _..s... ___..., . . MATCH EXISTING i'l Llit, REPAIR ANY DAMAGED ''''■, . REPLACE RAFTERS TAILS PARTS N1TH MATCHING ..IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIh . CONCEALED FLASHINe I 1-- AS REQUIR.ED. REPLACE PRODUCTS ...r...■lIlllIIIIlllI1IlIllIlIIIlIllIlIIlIlIIIlIIIIl1i1IIllIIIIlII1IIIIllIIIlIIlIIIIIIIIlI1IIIp■•_aim,..•..-4%,‘ o IAIITH NEN MATCHING MATERIALS • , 0.dieIIIIIIIIIIIIIIIhtSs IT CI \ ,/ FF CLG HT FF CLO HT = Lu ' 1-- z (0 NEW WINDOWS ' . o CO \ ............. 0 a) N ------------------ IAIINDON HE1eHT -r' . WINDON HEIGHT - "-r- REPLACE RAFTERS TAILS z )) / , ---- ,....... ....1-1, - 0) • , — A5 REWIRED. REPLACE 0 III 6— ii)- il NEN WINDOWS -„,........._ 4'-0" HT X VARYING IAIIDTH EXISTING WINDOWS N II 111 - ---4 41TH NEW MATCHING ELI ..., C04 ci) ,: II = '.91 --.■.„..____„,.._....,...._........ P.T. HOOP LOUVER SET IN 2 X 4 P.T. WOOD FRAME kV II ----- 111 II . Lut_cl = k 11)) "CS hi CI 0) c N- Z ii 111 1 = II Z? FRONT ONLY MATERIALS I ir =0 , N- - et- fl S i:- — , , . . .., ... -- ____ METAL X-BRAC1N6 BEHIND ir r-c? i-- . — i _ , --- NEW STAIR CARRIAGE WITH PRT PICKETS AND U) CU • a) (1) 0) — , . HANDRAIL(5EYOND) Q 0) P--- - - -c, o 0) - o , 1441------, 1 --. %rr 1 I 1 1 1 =1, LIJ C CC 01 (I ......- 0.1 I 1 t 1" . "4. B 1\ 32. o co FIRST FLOOR , FIRST FLOOR ,....1, i :Illt 'ti i NEW TYBEE LArricE GATEs (F.F.L. 1516' M.S.L) . =:.:.....1.1--- (F.F.L. 1516' t-r.sa-) 1 All 0 II le 'elt 0 5 0 • 11111111111111111111111 \ \ .i 011111111 i pr ; 11 IIIIII P14 " 414 ...'-•=2 s'w -11 111 —m02 col (DI' (5 N U) '- ci rci.2 Luce cci .) kV CROSS BRACING \ \ 1111111111111111i1111111711 E == = N .= -1 \ :AR:: GL HI NV TYBEE LATTICE 1 ....,,...rm..,:. 1 5(FE.FRLV.IC/1:16Y'AMRD.S.L.) P-14 1'111 I I 1 wi0P ilv,011 . . 2 h: tr I ,, „.:. _. Hi, „, _ -6- (F.F.L. 15.16' M.S.L. tifi ni 1 Mini —.. !.-91111-911114210.! — —1. — — 1011 11)011 Zcji (9 — > <7) 732 OG) ociCr5 ., ....,1• \C) III i • ':.1 I I 1111 I II I 11 111 11 II 11 I I I 1 ill 11 II I I 1 II I I I 111 •. : ..::. .1 .. . -:::. ,, - '• •.,,. • .., .. .. .... ,,.••• .,. . ..„.. GARAGE (F.F.L. 6.24' M.S.L) '.:::. I I [IV 1 I I I .......... - -• -,.-• . . :,••... ... . II litiltiT_ 0 °°11111. iiiiiit _Acc:1_1(ni.nsy_ulatliconishrio:urilt.:::: ! 1 l'ii* cp wIii State of daorgia Ali p 0 c 0- GARAGE LEVEL 11115119 \ \ \ • - '''' . (F.F.L. 8.24 M.S.L.) . - - 0 .-J CO CO 41-0" HT X VARYING , 864Th'°e1;CigiT'EA;rEa:2-9:8:2:0:2r):7'elrill2L11:ii2r.):1;;;I:a4:- c> cm LO WIDTH P.T. NOOD LOUVER SET IN 2 ( 4 P.T. NOOD i Ilb REAR ELEVAT I ON FRAME N/ METAL FRONT ELEVAT I ON .„. ,,,,:Efl:z'; ..,,i"ti c,-;- a- ScALE 1/4" = II-0" X-BRACING BEHIND SGALE I/4" = l'-o" >- a.. MO ?IC grit2l2 o o WMEI8 al 44:c.,'Ff 0 :--,tz rc-vimo-uvi r,rf-r'P_Wilt,!1 m'e —,, 1ii-1. 4-isg.1%,;0(,.,0; Ig AririqMiNfn V.iri'7.,ENT:1 7 M 1, -4 V,',,T)i',/441211-U tii-211 t Yr]t3Ciin 6 posing AHD Pl2Firivg railgwurm • NOTE: I) ALL EXISTING POSTS ARE TO REMAJN. 2) ANY MATERIALS TO BE REPLACED MUST MATCH EXISTING. 3) PROVIDE NEN FLASHING OVER ALL WINDOWS 54,HANDRAILS & R-312 GUARDRAILS AN DOORS - Stairs more than 30" in height require 34138" handrails 4) ANY EXPoSED FLASHING TO I3E REPAINTED Porches,balconies, ramps&decks more than 30"above trade require 36" guardrails. Largst opening permitted is 4" gifitionialriallairmallarfuSiramillailifijairioariniiiieriaffirimairaorlariairanalrimidijairan s 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 NEVI FIBERGLASS ROOF IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMMINIMMINNIMMINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMMININIMINININININIONNIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIII NEW FIBERGLASS ROOF REMOVE OW REMOVE AND INM1111111111101111111111111111111111111111111111111111111111111110111111111111111111MINIMMINIMINNIMMINIMINNI11111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111M11111110111111111111111111111111111111111/%1 REmovE ow REMOVE AND REPAIR AS REQUIRED 111111110.111111111111111111111111111111111111111111111111111111111011111111111111111111111.1111111111111111111111111111111111111111111111111111111111111111011111111111111111111111111111111111111111111111111111 011111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111.111111111111111111110121111111 REPAIR AS REQUIRED 11111111111INSIMMININIIIIIIIIIIIIIIIIIIMMUMMINNINIMMINIIIIIIIMMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIUNIMMININ11111 annuounausanummumunnumunsunnonnommunsummuumnannuommuummunvi 1111111111111IIIIIMINNIMMIIIMMININIMMINNIIIIIMININIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMINIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIMIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIMIIINIIOJZIIIIIIIIIIIIIIII • IIIIIIIIIIIIINIIIIIIIIIHIIEEJIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIRIIHIIINIIIIIIIIIIIIUIIIIIIIIIIIUIIIHIIIIIIIIIIIIIIIIIIIIUNIHIIIINIIIIIIIIIIIIII IIMIMIIIIIHIIIIIIIIIUIIIIMIUIIIIIIIIIIIMIIIIIIIIMIIIIIIIIIIIIIIIIIIIMIIIIISIIIIIIIIIIIIIIIIIIIIIMMIIIIIMIIIIIOIIIIIIIIIMIIIIIIMIIIIIIIIIIIIBIIIIIIIIIIIUIIIMRIIIIIIIIIIMIIMIRIII MINIIIIIIIIIIIIIIIIIINEINIIIIIIIIMINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIN 111111111111111111111111111111111111111111MIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMINIMINIVINUMMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII REPLACE RAFTERS TAILS 11111101111101111111111111111111111111MINI11111111111111111111111111111111111•111111111111111111111111111111111111111MININIMMINININIMIIIIIIIIIII IIIIINIIIIIIIIIIIIIIIIIIIIMINIIIMINIMIIIIIIIIIIIIIIIIIIIIIII111111111111111111111111111111111111111N111101111111111111111111111111111MMINININI11111 I REPLACE RAFTERS TAILS IIMIIIIIIIIUIIIMIIIIIIIIIIIIMIIIIIIIIIIIRIIIIIIIIIIIIIIIMIIIMIIIMIHMIIIIIINIIIIIIIIIIMMIMIIIIIIIIIIIIIIIIIIIIMMIIIIHIIIIIIIISINIIIIIIIIIIIIIIIIUIIUIIMIMIIIMIIMIIII INIIIIIIIIIIIIM1111111111111111111111111M111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 < AS REQUIRED. REPLACE 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIMNIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMMINIMINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII AS REQUIRED. REPLACE 6 IAIITH NEN MATCHING NI11111111111111111111111111111111111111111111111111M111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111011111111111111111111111111111111111111111111111111INIMINIMIMMINIMINIIIIIIIMMININNININNI WITH NEW MATCHING W MATERIALS 161111111111111111111111111111111111111111111111111211111111111111111111111111111111111111101111111111111111111111111111111111111111111111101111111111011111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIUIIMIIIIIHIIIIIIIIIHIIIIIHIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIINIIIIIMIIIIIIMINIIIIIIIIIIMIIHIIIIIIIIIMIIIIIIMIIIIIMIIIIIIIIIIIIIIIIMIINIIIIIIIRIIUIIIIIIIIIMIIIIIIIII MATERIALS CI Ea \ 11111111111111111111111111111111111111111111111111111111111111101111111111111111111111111111111111111111111111111111111111111111111111111111111110111111111111111111111111111111111111111111 \ = FF GLO HT rirsil■Nun_•■•■1"."In••■■••1,•■••rn•■••romanmem■sormaiiii:r■iiii■nwairairaimmli■gii_ i_ .11+. 11._,I■Aij•Ne_m_s_".1. 1.■.•1. 17.1 - 1 FF CL G HT 1111111111111111111111111111111111111111111111111111111111111111111011111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 – z 1 ....p.--- ...1-1.--!-4_._,.1_1____i_..1._..11......_,.. . 1.....1_11 .1_,...„. --.:._.1....-1--; _iril....1_1_1.....1.9 ec I U) o_ NEIAt IAIINDOKS 11,11111MMI NE1A1 NINDONS • —i co •IN CO (I) N , NINDON HEIGHT P to IAIINDOIA1 HEIGHT ,,___ „_ _._. z ..........,_ ,...._, .. ..., REPLACE DAMAGED SIDING- 0 '11111 illimmill roam Noma mar moor tamlm ......... MATCI-4 EXISTING UJ (75 REPLACE DAMAGED ........... NEIA1 NINPOW5 NEN NINDONS .7--6"74 '1"-2 1 111111111111111111111 'III! 11, 1101 11111111111 ......- ...... i— .= i . U1 SIDING-MATCH EXISTINe I= =1 rt 17 LU — .--• a — --1 Lu ..z.i. .L.. .. ,... ,... =1 Z? , .....--,. —..,,i •IMA 'Er.4-1 0 W CO ca Z? 11111 Immo . _ — ,— . NEN FALSE SHUTTERS 1:: -6- b EXISTING HALF NALL 1 ' 1 ..... , NEW FALSE SHUTTERS ir --0 ____. , ____ _ ....., ii 11111 .._ ...., ....... ...1... „Ii :, . ,....., .,.._ EXISTING HALF NALL.- UJ 0 REPAIR ANY DAMAGED , ..... sormil 1 illi '."."' 7.--- REPAIR ANY DAMAGED' LL. CO ....I i" -1---- ini war 1 ''. PARTS IAIITH MATCHING 116. Ill ...... ........1 11 ,= , .,....., ,_......„ .=, MN=I . 1 PAf2TS IAIITH MATCHING Z 0 PRODUCTS 1.1 ' .VIV W W LU ....... ......, PRODUCTS ..., .1.... .1 i , I , , ce 1 ______ I 0 2 z _ _ ...... FIRST FLOOR FIRST FLOOR -, I US \ (F.F.L. 15.1 \ \6'M.5.L.) (F.F.L. 15.16' M.S.L) 1 . u, \ M 1 cr I NN STAIR CARRIAGE IAIITH Z 0 0 0 Lu \ - - - - - - \ -- = = 1 ....... .= - - = = = ' o_ GARAGE CEILING - = = LI: 1 =wasp, PRI FICKETS AND M 0 ithig ill — — 71 11111 111 .... HANDRAIL(BEYOND) W Z 0 .1 I . 11111111r 1111 111111 j.3 NEN TYBEE LATTICE SERVICE YARD a < C.). Fe -7- .1.:.-fttle:TivT5.C.-.1— — W 41:CI I 111111111 - is- Il III III _,.._111.: NEN TYBEE LATTICE U) • CO z_____= 1--, rir NEN STAIR CARRIAGE IAIITH = _..-......, 1' 1P ' : III I 1111 II 11 11111 1111111111111111 :„..... 1 it .7. ,... ' :1111111111 - — - - _ _ 8 ' 1 i 41-0" HT X VARYING WIDTH = .■ PRT PICKETS AND -.0 • - M t--, P.T. IAIOOD LOUVER SET IN I III HANDRAIL(BEYON2) -=,'-- - 2 X 4 P.T. sAtoor, FRAME kW ,•..... '•'' , I I i-- I z METAL X-BRAGING BEHIND .. to 1.- I 111111 i ,.„•••• 0 GARAGE LEVEL GARAGE LEVEL I III DATE: 0 \ \ -...... ,.•• = (F.F.L. 8.24' M.5.14 (F.F.L. 8.24' M.S.L) C.D JULY 10,2006 ro ili 0 REVISION: Lu = I-- 07.14.06 Rta—IT ELEVAT I ON 1.,.. 1" ELVATION SCALE 1/4" = 1'--0" SCALE 1/4" = l'-0" ALL CON'STRICPON MST COMPLY\N IT 1=1 T I-1 F. 11.27.06 a 2.20.07 i:-- fi'irM i 9 7 4tct P-1W.).THE i RC 0.,M i'M T-,.'!0 z UJ RAU FiWaLiNG CODE :2c1> ED/T1ON 0 AO 0 017,17.4 OF MOfifilA f411KINDMENTO I 0 tu = I- u_ o Lu co UJ = DESIGNED BY 1— in S.LIBERTI z DRAWN BY iT) • .. u.i 0 BPJ u.i 0 . , PROJECT NUMBER a 06-023 . <c. \ 1 SHEET cv o . x >•- 0.. . A3 1 0 0 se'vBel PnEtoecnd;irvt!aosrtmsi:eittodqa riv8out41.sitac:Ptelv,1/4 te':deue—rcennentft‘to:tcsst:nr ef-ini orct il Eeasuvcii:::11°Itibl friCiebel°,ed:i nst pqti at::::1-ticrfl:11e'i.A'v.ci cf tine:7:e*':::alt,o:Nett);:;(i::cuee:r:erase;,1 ad::::::::r:'). . . O Ci I- M T Q cr d co co Z U Ati:".muBD Fo_ o 0 Professional Member O of American Institute of Building Design 4 si,vaep:01.1 coo m U. 30 YR. ARCHITECTURAL o 1 2 ': F 1 BERG LASS ASPHALT ROOF Q t, SHINGLE OR APPROVED EQUAL - - 15# ASPH. ROOFING FELT ON I/2" (2) GALV. HURRI CANE ANCHOR GL I PS 0 i �m GDX PLY ON 2 X b RAFTERS 16" O.G. (EA. JOIST) SIMPSON # HIO 16" O.G. EXCEPT AS NOTED, z '`• OUTSIDE H2.5 INSIDE Q ��\ 1, �, ► 111 NAIL IN ACCORDANCE N/ SBGG! 0 SSTD 10-aa STANDARD 2 X 4 FRAMING * 32" O.G.AO* H2.5 HURR I CANE GL IF' 0 BRACE 0 O O O D/N }} EXISTING 2x6 RAFTERS 4 ''. 41411P/' o �� J N CD at GE1LlNG JOISTS G BtETNE� STING 2x6 JOIST\N / = I (0 in 2 SOFFIT VENT •�' ► �►' -� °' rn. t.... c� M 1►�—_. CEILING HT Nom, rtcr , 111 _ © 4 1lu [�� ? 1, �- IYf }�ta 6 i'3 3 1 r .n �''S R �'i'G7 i t i - l EIR oR /_(/X\�$� N �.t L3.-rh= E J# rt.�+`,4.�r aim.',�r t"EY a..Ll � v':l9 �C } �' ii +j V/ f� 1 MOW �, .g`� �3 j¢$} s t{r. iJ` � i� ii . //••I 3 ig.SA..?i :S.saF_i? [M FN S`e t,A r.a o f`8 9 SJ } • \, _ /N u- EXISTING 2x4 EXTERIOR r'►��t WALL a >J ; ,`I`jtJP?.,ALL�FF �,i !r HOLE,'t �JGr�cL. 1/2"= o c W•� \ ; ' Y)dy r.,ES IN eta r-O STUD HALLS ` '.�1 I FILLED U ;N MANUFACTURER'S A L �r� z u ss!! O ; 4 G • ��+ 1/2" G PSUM BOARD = •-L ti NOTE: ALL STRUCTURAL MEMBERS ► = ;` 4rr,; YX3T' ° ' n w o0 0 1. ANY EXTERIOR MATERIAL - -.. 4; �.`�. . � � E CL A IAL SHALL MEET :�4 i LAS t.� �' ` Y. v i DI I?-�� a ' r., ., ;t. w '" p O OR EXCEED A M.P.H. (M1 N.}SUSTAINED ` � ; FIG, 007.0. ..... m HIND $ LOAD MEET OR EXCEEDING ALL , . 4 < CNI BUILDING CODES AS ADOPTED BY THE 1 : 1 2 X 4 PURL INS-CUT BETNEEN 0 ' �•4 HOOD STUDS t LOCAL BU l LD i NC DEPARTMENT, �� \ _ v _ INCLUDING 58GG! SSTD-lO-�� ��{ - \ o STANDARDS. BUILD TO I RC 2006 I. S� U `'—` 3 1/2" R-13 FIBERGLASS INSULA ION t 1i BETIAI:EN 2 X 4 ND, STUDS * I6" O.G, �` 13 / ei ( .[ 1 �4 I/2" G PSUM BD. _ 1 INSTALL SIMPSON FASTENERS TO Q -" MANUFACTURERS SPEC I F I CATIONS. �4 - N/D STACK : �!± r '' .fit ©©o© O©©O 0 0 0 ' l \ / \ r \ " \ iii PHD5 ►•DS3 SIMPSON HOLDONN, I I O \ f \ / 4 EXISTING SHEATHING 4 SIDING. 1 INSTA L ACCORDING TOMn= y °r '�� r;$ , PATCH 4 REPAIR AS REQ'D. ��= MANUFACTURERS SPEC I F I GATI ON. 110-Vi: $ 0 , -VERIFY INTERGRTITY 1 ,h., EX. FIRST FLOOR 'S'..� 6�9Ii 3e ii}< I'fa v9 6e5 J / f \ / ,r ~ �f (F,F,L. 15.76' M,S,L.) Ices for fast-spali i Pgi tl and 04 itiCileS ICE i 0 feat well ilik , IIPA,A,...a..........4...., height.Double studs at each end. T 1 11111"ci r rilliC: jr EX. GARAGE CLG HT _ — _ dam EXISTING PERM R-ICi :•ATT INSULATION s s`?a �� I I :`,s. I.`' .! 1/2"= 1 '-0" v s I METER BEAM , T. ,z alp : .h F'- rt �5- c-0- SCALE -VERIFY INTEGRITYR g : {;tin= nr, 04 E. 2 @€v fir:+«-sue z.." u u ��G "?aE 5 3 ',Z zi3F`3ga a�~ t��• c a PIER ■►RAGING .4t . it I x a a: �: ,. t..:1,.°-g .:&..< G 3lP UM- €a-,t,' °.;S�x £eu cn, CF' THE f$P31f- -VERI Y INTEGRITY ,:i - , E T z a �tiiN:',`r i . g E i\ (� EXISTING SUB FLOOR 2x10 FLOOR ]- n; N�''^P M1 ARE w . E RIE-e co J z 13 ES u':•.�3`Y.i �i*.0 �'h��vf�ti�i� ve°:� .?,�*v�} }=�lv�:�e��� i.75 FRAMING -VERIFY INTEGRITY = ' '' t`a�I ;` ` "" 8 IIII III ( El-. o o W 03 S EXISTING COLUMNS co LIU::::::TT'L -ce o co co Q cc 6'-6" HT SHADOIAI BOXED Zac� o z FENCING SET IN 2 X 4 P.T. W Z V r 1^10017 FRAME C_�" Z s ,`'�F g t ,"% a j1 to 6�`- e R�I' EXISTING FOUNDATION L € ONTRU ION MUS z OM I: iii I T � _VERIFY INTEGRITY � �� S� l�``t`�-.-._._xI, T���,IRO �:�,AND I'W Z Z - < v , AMIL,t Inca I CODE.7 w. __.,,F, I T ION t.t.. r (,,� U ' STATE OF GEORGIA AMENDMENTS - APPROX. LINE OF EX. GARAGE LEVEL. DATE: Fii Lu FINISHED GRADE - • a • ' (F.F.L. 8,24' M.S.L.) 111 111111 JULY 10,2006 REVISION: 11111/ P(,_3;TS RifilL BF 10 INCHES L0'1'10..2E/8 iNW II [j.... ... ua ` . WITH g aaa§ _��b u6Uav 3 cE {1 J! o p Est: a 's- . IN r § _ / / / / /\�A f'L "s �y'.Y��tc4 3r:a .�'i$L:3C.",u:.._i'33 "n 1'a!''v';uL'-a:' fri:�}�, �` R �!' /\\/\/\/\\ \\ / 4 i4 if. e_b S.;7i•,3 `X-SiIi`'4 £:re.ffi L. i/ — cu RE-RIO. i SEC— ION DESIGNED BY i=a :: , . 4 r i s • P it,� 1 it rar;� `• xs:�s-r ^7t q;g�.� 'sF'a""°^s g ¢ } f II 1111111 SCALE 3/4 = I - MD OEM: a 3 a r.e�',- D G-9 1 �y / S.�iBERTI ? ' ov - % DRAWN BY W {};��' �`try�'•'y�'•r� i7 �'Pain� K's G' t�'!£;tJ?.`}{[��°�r'� I.' ' • r•Gilli tl`.��Sii 'w:l2,;-:i A:.f � y:;3'i..'" e� ° t rTt}t�L`°ir RDW o PROJECT NUMBER Ofi-023 N NR1OR I L!VAaN.I SHEET SCALE 1/2"= 1 `-0" A4 • 1 _. . . . .. . . . .... . . . . . . . 0 N / GENERAL CONSTRUCTION NOTES: WINDOW AND DOOR DESIGN PRESSURE RATINGS IT ALL WORK UNDER THIS CONTRACT SHALL CONFORM TO ALL CODES, ORDINANCES, AND REGULATIONS OF PER 2006 INTERNATIONAL RESIDENTIAL CODE NN4p. , o [1-6- ALL AUTHORITIES HAVING JURISDICTION OVER THIS WORK WHETHER SHOWN IN THESE DOCUMENTS OR NOT. a CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS AND INSPECTIONS. DESIGN PRESSURE VALUES LISTED IN THE TABLE j °o �— �_, z CONTRACTOR SHALL SECURE AND PAY FOR ALL INSURANCE CALLED FOR BY LAW AND AS DIRECTED BY o ' I FUNDING INSTITUTION COPIES OF INSURANCE CERTIFICATES SHALL BE FILED WITH THE ARCHITECT. o• ' !I . a ®Pro#essional Member 3 SECOND GUST WIND SPEED o ' 1►',I�'� v of American institute of GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK WITH ALL TRADES INVOLVED. V = 150 MPH , � i'4 3s ,•,• •: 0 0 Building Design 0 GENERAL CONTRACTOR SHALL VERIFY ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF EXISTING FEATURES 1 011 ` `�' ° `A BEFORE STARTING WORK, NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. MEAN ROOF HEIGHT (MRH) INLAND LOCATION (EXPOSURE "B') ' °' _ 2 0 c, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IRC 2006 CODE, OSHA, ACI, AISC AND AITC o° ° .- o CODES AND REQUIREMENTS AND ALL APPLICABLE STANDARDS. (MRH) ZONE (4) ZONE (5) , ° ° ��Ill pt '` [i . ii GENERAL CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND VENDOR 15 DP 35 DP 50 °° PU 0 us DRAWINGS FOR COORDINATION OF EQUIPMENT IN AND/OR BENEATH SLABS. 20' DP 35 DP 50 a I 3o DP 35 DP 50 #111 110:0.00••••-. °° RAFTER H2.5A HURRICANE CLIP . DP 35 DP 50 (BOTH SIDE) Fe 35' DP 35 DP 50 ZONE (5) kIllh'h � 40' DP 40 DP 50 ( ) ZONE (5) NOT TO SCALE RAF I ER H 10 HURRICANE CLIP a WALLS, FLOORS AND ROOF FRAMING GENERAL NOTES 45' DP 40 DP 60 �� �0 1 NOT TO SCALE F- e �` ��/ 50' DP 40 DP 60 co ai COORDINATE LAYOUT OF FRAMING MEMBERS WITH ALL TRADES TO INSURE THAT JOISTS, RAFTERS AND PLATES ZONE (4)11.11 ZONE (4) � • ARE NOT EXTENSIVELY NOTCHED, CUT OR BORED. REFER TO IRC 2006 CODE, SSTD-10-99 AND AITC MANUAL FOR MEAN ROOF HEIGHT (MRH) OCEAN/MARSH LOCATION (EXPOSURE "C" o ALLOWABLE CUTTING NOTCHING AND BORING OF FRAMING MEMBERS. TRUSSES SHALL NOT BE CUT, NOTCHED OR ( ) ZONE (5) z 0(2} 2x12's cz.� 0) BORED WITHOUT ARCHITECT'S APPROVAL. <S'� 4C ZONE (5) "' N MRH ZONE (4) ZONE (5) '' HEADER La (MRH) ( ) ( ) TWIST STRAP MTS20 0 THE ENGINEERING OF FRAMING MEMBERS IS BASED ON # 2 SPRUCE OR #2 S.Y.P. FB = 1200 PSI, 15' DP 40 DP 50 ' ° o tom- N X E = 1,200,000 PSI. SUBSTITUTION MUST BE APPROVED BY THE ARCHITECT BEFORE USING. NOT TO SCALE oo 1/2" STEEL PLATE ' `l1 20 DP 45 DP 55 WIND PRESSURE ZONE DIAGRAM , ¢ '� x aa ALL CONNECTION STEEL ANGLES, PLATES AND BOLTS AT MASONRY WALLS SHALL BE HOT DIP GALVANIZED IN 25' DP 45 DP 55 °° ilr° z H ��� ACCORDANCE WITH ASTM A-153. 30' DP 50 DP 60 NOT TO SCALE ° di I tz ,_ c •• o i��i�I� tV1 . IT 35' DP 50 DP 60 ° 4 � � w ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, GROUND OR OTHERWISE NOTED ON THE DRAWINGS WILL BE 40' DP 50 DP 65 1/2"0 BOLTS 11.1 p5q M PRESSURE TREATED IN ACCORDANCE WITH AWPI STANDARD LP-2. 45' DP 55 DP 65 , at) LL 50' DP 55 DP 65 0 o ALL PLYWOOD SHEATHING WILL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND WILL MEET o ° w 11111 II THE REQUIREMENTS OF PS1-83 OR APA PRP-108. ALL PANELS PERMANENTLY EXPOSED TO THE WEATHER (' r, WILL BE CLASSIFIED "EXTERIOR". APPLICATION WILL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN 1. WINDOWS, GLASS DOORS & SKYLIGHTS SHALL BE APPROVED AND INSTALLED TO COMPLY WITH BOTH o` RAF I ER H2.5A HURRICANE CLIP „�■,3;; o c) NEGATIVE AND POSITIVE PRESSURES AS REQUIRED BY SSTD 10-99. DOCUMENTATION OF COMPLIANCE ,- II O PLYWOOD ASSOCIATION. ALL OSB BOARD SHEATHING WILL BE "EXTERIOR GRADE" EXCEPT ON INTERIOR WALLS SHALL BE AVAILABLE ON SITE FOR EACH WINDOW, DOOR OR SKYLIGHT AT THE FRAMING INSPECTION. ` `� �� 1 tY c; (SSTD TABLE 602A1, 602A2, 602A3) t� NOT TO SCALE �� 1� +r. WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) 3"o/c AROUND EDGES AND 6"o/c IN FIELD / 711 11 �? 2 IF APPROVED DOORS, WINDOWS, OR SKYLIGHTS ARE NOT USED, THEN WOOD STRUCTURAL PANELS �,�° ° `i��� o � U MUST BE PROVIDED FOR EACH OPENING. PANELS WILL HAVE A MINIMUM THICKNESS OF 7/16 INCHES o CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING FOR STRUCTURE AND ITS INDIVIDUAL MEMBERS SO o A N d THAT IT WILL BE STABLE DURING ALL STAGES OF CONSTRUCTION. AND A MAXIMUM SPAN OF 8 FEET. PANELS MUST BE PRECUT TO SIZE WITH ATTACHMENT HARDWARE , 0 C PROVIDED AND NUMBERED SO THAT A HOMEOWNER WILL BE ABLE TO IDENTIFY THE PROPER LOCATION ` o (2) 2x6's THE STRUCTURE IS DESIGNED FORA COMPLETED CONDITION ONLY AND THEREFORE REQUIRES ADDITIONAL °. O TEMPORARY SUPPORTS TO MAINTAIN STABILITY BEFORE COMPLETION. FOR EACH PANEL. (IRC 301.2.1.2 AND SSTD 604) // ROOF DECKING AND WALL SHEATHING WILL BE INSTALLED AND ALL JOISTS AND GIRDERS SECURED v o SECTION B N \\ CO cv PRIOR TO TEMPORARY BRACINGS ARE REMOVED. °° to ° ..i.o NOT TO SCALE ' TEMPORARY BRACING DESIGN, INSTALLATION AND MAINTENANCE WILL BE AT ALL TIMES THE RESPONSIBILITY OF THE NOTES: °@ ROOF RAFTERS @ 16" o/c o t CONTRACTOR AND/OR ERECTOR. TEMPORARY BRACING IS NOT A DESIGN FUNCTION OF THE STRUCTURAL ENGINEER. ALL WORK TO BE IN (SEE WALL SECTIONS OR PLAN) COMPLIANCE WITH IRC 2006 SHEATHING 15/32" CDX PLYWOOD OR v RESIDENTIAL BUILDING CODE; 7/16" OSB ROOF SHEATHING MPH LOADIND MIN. 15/32", LAY WALL CO NDITIONS. SHEATHING HORIZONTALLY WITH RAFTER TWIST MTS20 HURRICANE STRAP PER !RC CH. R603.7 CO ALL EDGES SUPPORTED BY (SEE ARCH. WALL SECTIONS) THE CEILING / Al IIC JOISTS WILL BE: LUMBER SPECIES AND GRADE STUDS OR HORIZONTAL NOT TO SCALE 2x6's @ 16"o/c UP TO 10' SPAN BLOCKING. SIMPSON HURRICANE CLIPS STUDS- No. 2 OR BETTER. AT EA. RAFTER WILL BE 2x8's @ 16"o/c UP TO 14'-0" SPAN SPRUCE, FIR, S.Y.P. 16" O.0 FASTENERS (1) MTS-20 STRAP PER RAFTER 2x10's @ 16"o/c UP TO 16' SPAN NOX. FOLLOW IRC 2006 TABLE NON BERARING PARTITIONS- 2x12.'s @ 16"o/c UP TO 20' SPAN No. 3 ANY SPECIES 16" O.C. 602.3(1), USE MANUFACTURED / �° ` �� �� �{ y 15 32 CDX PLYWOOD OR � �, � �• � � ,� MAX. SUPPLIED FASTENERS FOR 7/16" OSB ROOF SHEATHING M� ~~weimr''�"'� �=�M■ 'i THE ROOF RAF I ERS WILL BE: JOISTS RAFTERS- No. 2 OR CLIPS AND TIES. UPUFT / RESISTANCE MUST MEET OR PER IRC CH. R603.7 15/32" CDX PLYWOOD OR BETTER SYP 16" O.C. MAX. HEADER / 2x6's @ 16"o/c UP TO 8'-0" (UNSHORED) SPAN EXCEED TABLE 602.8.2 1-3. SEE NOTES FOR . • (SEE SCHEDULE) 7/16" OSB WALL SHEATHING 2x8's @ 16"o/c UP TO 12'-0" (UNSHORED) SPAN NAILING PATTERN • • ' PER IRC CH. R603.7 2x10's @ 16"o/c UP TO 15'-0" (UNSHORED) SPAN . • (SEE ARCH. WALL SECTIONS) 2x12's @ 16"o/c UP TO 18'-0" (UNSHORED) SPAN ellilip%^ \--- (2) TOP PLATES SIMPSON HEADER DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x4's) ` ' s$ sTRAPs �• SIMPSON HURRICANE (2) 2x8's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4'-0" OPENINGS 2x6 (OR 2x4) STUD ►—� �"` (2) 2x10's W/ (1/2) PLYWOOD FILLERS FOR UP TO 8'-0" OPENINGS @ 16"o/c (SEE PLAN) 4'-O" CLIPS (EA. RAFTER} (2) 2x 12's W/ (1/2) PLYWOOD FILLERS FOR UP TO 10'-0" OPENINGS Q••DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x6's SIMPSON HTT16 HOLDOWN OR 15/32" CDX PLYWOOD OR l°"� 0 m ( ) SIMPSON PHD5-SDS3 HOLDOWN � �;,r1 7/16" OSB WALL SHEATHING WALL STUDS o W/ 5/8 b ANCHOR BOLT (3) 2x8's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4'-0" OPENINGS PER IRC CH. R603.7 (SEE SCHEDULE) (EA. CORNER) °; (3) 2x10's W/ (1/2) PLYWOOD FILLERS FOR UP TO 8'-O" OPENINGS 2x4 NAILER v AS REQ'D. CO __.I 2 (3) 2x12's W/ (1/2) PLYWOOD FILLERS FOR UP TO 10'-0" OPENINGS (AT 2x6 WALL) =130MPH) s WINDOW OR DOOR s o THE EXTERIOR WALL STUDS SCHEDULE. (FOR V3S 130MPH) `� ICI ,,� I°- W �� �� oggl ^, OPENING 2) FULL LENGTH STUDS W leti �I`Y 2x4's @ 16" o/c AT THE WALLS WITH THE PLATE HEIGHT UP TO 9'-14" 1 i SEE NOTES FOR W co : 2x6's @ 16" o/c AT THE WALLS WITH THE PLATE HEIGHT UP TO 12'-14" NAILING PATTERN HEADER STUDS �/� L1°,! 2x8's @ 16" o/c AT THE WALLS WITH THE PLATE HEIGHT UP TO 16'-1i" "C" 7" @ 8' CELING HEIGHT C (SEE SCHEDULE) i.�,,,,, uJ E >, „ � Z i....,_, • C �O @ 9' CELING HEIGHT / � j o THE EXTERIOR WALL STUDS SCHEDULE: (FOR V3S =120MPH) "c" .4" @ 10' CELING HEIGHT CDX PLYWOOD OR \ "C» 8" © 12' CELING HEIGHT OSB WALL SHEATHING R ) Q 1 2x4's @ 16" o/c AT THE WALLS WITH THE PLATE HEIGHT UP TO 10'-14 a 2x6's @ 16" o/c AT THE WALLS WITH THE PLATE HEIGHT UP TO 12'-1 " "C" IS THE MINIMUM REQUIRED DISTANCE TO THE NEAREST OPENING (2) FULL LENGTH STUDS W z • Vi. f 2x8's @ 16" o/c AT THE WALLS WITH THE PLATE HEIGHT UP TO 16'-1 " SEE DETAILS FOR FRAMING WHERE "C" IS LESS THAN REQ'R, "`� • Z 0. (7 (OR DOUBLE 2x6's @ IN LIEU OF 2x8's) • . < W EXTERIOR WALL SHEATHING AT C , U) F. TYPICAL 90° CORNER ''� ;. • j f/ _ a z SCALE 3/4" = 1'-0" It rt z / WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) _ I , •a r 0 QI— '•�=`rii - ENDWALL 3"o/c AROUND EDGES AND 6"o/c IN FIELD ` ` , ~� �iCiJ «hill �1,=iii{�ii�cmt i7 o - 0 ENDWALL OR z _ I N� I - """�"', � DATE: 0 1/2" SPACING ALLOWS CORNER STUD CONNECTED :� WALL AND ROOF SHEATHING WILL BE NAILED WITH 10d NAILS (TWISTED SHANK) w TO TRANSFER SHEAR 1/2 SPACING ALLOWS CORNER STUD CONNECTED 4"o/c AROUND EDGES AND 6"o/c IN FIELD (P.T.) CONT. BASE PLATE JULY 10,2006 Ca HOLDDOWN INSTALLATION HOLDDOWN INSTALLATION TO TRANSFER SHEAR REVISION: Ili MINIMUM WALL AND HEADER STUD REQUIREMENTS PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING SIMPSON CORNER SIMPSON 2,20.07 ° SIMPSON PHD5 HOLDOWN PER SSTD 10-99 TABLE 305C THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY STRAPS 2-16 d COMMON SIMPSON HTT16 HOLDOWN MAS ANCHORS @ 16"o/c � w/ 5/8"45 ANCHOR BOLT NAILS MINIMUM @ 6" O.C. )11 2-16 d COMMON'' (EA. CORNER) W/ 5/8"b ANCHOR BOLT NAILS MINIMUM @ 6" 0.0. (RFS) TYPICAL W000 FRAMED STRAPPED 5/s"0 ANCHQR BOLTS 2 P. S - EAT- I G i�AI LI f�G PATTER\ SHEAR RESISTING RIGID FRAME IN 2x6 WALL OR MA623 STRAPS w (EA. CORNER) MAXIMUM HEADER SPAN (FT.) {SEE ANCHORAGE DETAILS} o 3 ft 6 ft 9 ft 12 ft NOT TO SCALE SCALE 3/4" = 1'-0" w= /. 1 NUMBER OF HEADER STUDS o j#01 _,4 Attaroorp SUPPORTING EACH END OF THE HEADER 1 1 2 2 DESIGNED BY S.LIBERTI I �� UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS I<£ {.°. �c�- ' ��wLt WALL HEIGHT SPACING AT EACH END OF THE : DER DRAWN BY ui Ca ' ' qq3G. .1:i'53I�1� "' �Lu r 3 :, , '; z #-rz; Y"_ar PROJECT NUMBER o 1`� �`� GREATER THEN 16"o c 2 2 3 3 06-023 m 10 FEET / @ SINGLE HOLDDOWN AT CORNERS SINGLE HOLDDOWN AT CORNERS - SHEET (WOOD FRAMED FLOOR) (WOOD FRAMED FLOOR) FE o NOT TO SCALE NOT TO SCALE v A4 , 2 o _ Ili I-- m_ z O - W a 6'-O" u)MAX. 0 11D .65 o ®Professional Member 1/4"0 BOLTS 1/4"0 BOLTS 1/4"b BOLTS a of American Institute of AT 16"o/c AT 16"o/c AT 16"ojc 4"-0" 4'-0° a Building Design Ilw- 1/4"0 THREADED INSERTS 1/4"o THREADED INSERTS 1/4"b THREADED INSERTS MAX. MAX. AT 16"o/c AT 16"o/c AT 16"o/c ce •• • i • • • • ♦ • • • • o 2x4 BACKING (PERPENDICULAR o '�t'`'� k TO PANEL) (W/ WATERPROOF GLUE) , a — a- • • 1x4 BACKING • • L7° A • 1x4 BACKING 1x4 BACKING • • o e ♦ • ® R W/ WATERPROOF GLUE) (W/ WATERPROOF GLUE ( ) GLUE) (W/ WATERPROOF GLUE) ,.._ X ic O 0 � � � � 15/32" CDX PLYWOOD � � 15/32" CDX PLYWOOD O z z ® z 8 6 15/32" CDX PLYWOOD - °v )Z CV 1x4 BACKING 1x4 BACKING (W/ WATERPROOF GLUE) (W/ WATERPROOF GLUE) 5/8" CDX PLYWOOD 5/8" CDX PLYWOOD • a- CD -0 i 1x4 BACKING - ITIli(W/ WATERPROOF GLUE) 0 m R• \ • • m Ili a) PLYWOOD SPLICE CI Ill 03 k. M z W LL FRAME SCREWS 8"o/c (MAX.) FRAME SCREWS 8"o/c (MAX.) ® • u~.. c MIN. SDS 1 4"x3" MIN. SDS 1 4"x3" PLYWOOD SPLICE ° o U) "CD / / o III li Ill to TYPICAL PANEL INSTALLATIO\ LP TO 4' SPAN TYPICAL PAN =I INSTALLATIO \ 4' TO 6' SPAN ♦ '-- 0 �iik o M • FRAME SCREWS 8"o/c (MAX.) • 1/4"0 BOLTS m N , NOT TO SCALE NOT TO SCALE MIN. SDS 1/4"x3" 1/4" THREADED INSERTS 1i1 AT 16"o/c 4.____....:. 1/2"o WING BOLTS o 0 d. • AT 16 o/c • o co CO c) CN1 N to TYPICAL PANEL INSTALLATION 6' TO 8' SPAN e • • • • • x 11 �} a. NOT TO SCALE 1 EXTERIOR WINDOW AND DOOR PROTECTION: FRAME SCREWS 8"ojc (MAX.) 1. WINDOWS, GLASS DOORS & SKYLIGHTS SHALL BE APPROVED AND INSTALLED TO COMPLY WITH BOTH MIN. SDS 1/4"x3" NEGATIVE AND POSITIVE PRESSURES AS REQUIRED BY SSTD 10-99. DOCUMENTATION OF COMPLIANCE / SHALL BE AVAILABLE ON SITE FOR EACH WINDOW, DOOR OR SKYLIGHT AT THE FRAMING INSPECTION. TYP I CAL PANEL I N STALLATI O i p�, OVER 8' SPAN (SSTD TABLE 602A1, 602A2, 602A3) 2 IF APPROVED DOORS, WINDOWS, OR SKYLIGHTS ARE NOT USED, THEN WOOD STRUCTURAL PANELS NOT TO SCALE MUST BE PROVIDED FOR EACH OPENING. PANELS WILL HAVE A MINIMUM THICKNESS OF 15/32 INCHES AND A MAXIMUM SPAN OF 8 FEET. PANELS MUST BE PRECUT TO SIZE WITH ATTACHMENT HARDWARE PROVIDED AND NUMBERED SO THAT A HOMEOWNER WILL BE ABLE TO IDENTIFY THE PROPER LOCATION FOR EACH PANEL. (IRC 301.2.1.2 AND SSTD 604) 3 THE DOOR AND WINDOW UNITS WILL HAVE MIN. 5/16" LAMINATED GLASS IN COMPLIANCE WITH • AAMA 101/I.S.2.97 TESTING SPECIFICATIONS AND LARGE MISSILE RESISTANCE IN ACCORDANCE WITH ASTM E1886/E1996, UNLESS PROTECTED WITH WOOD STRUCTURAL PANELS FASTENED IN ACCORDANCE WITH THE FOLLOWING DETAILS PROTECT UNIT WHEN PLACING STUCCO AROUND OPENING 1/4"0 BOLTS /4" BOLTS AT 16"o/c TEMPORARY TRIM INSTALLED BETWEEN HURRICANES AT PROTECT UNIT WHEN PLACING (TO BE REPLACED WITH PROTECTIVE PLYWOOD STUCCO AROUND OPENING ALL R fl OCTtON MST COMP LY'WITH`THE AT THE TIME OF THE HURRICANE WARNING) 5/4" PRIME TRIM 5/4" PRIME TRIM 15/32" THICK PLYWOOD .. 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SDS 1/4"x3" W Z V ti 0 E. •I TYPICAL WINDOW OR DOOR JAMB, I- IAD & SILL TYPICAL WINDOW OR DOOR JAMB, - EAR & SILL CO . co _ o 15/32" THICK PLYWOOD DETAIL WITH COVER TRIM (BETWEEN - URRJCANES) DETAIL WIT- PROTECTIVE PLYWOOD I \ PLACE W r` Q I— LU SCALE 3" = 1'-0" SCALE 3" = 1'-0" T' z O z CONT. BLOCKING PREFABRICATED DATE: o ���I a�{({��{(�(�I DOOR ASSEMBLY JULY 10,2006 Ili Q 1QUA LL, RUBBER 40 REVISION: a CONCRETE rg :C�►j, i��, w. Z STOOP OR WOOD -14.-4 �• 1!'- O • 2.20.07 DECK r!.r.Vo/off.,., ■o.•z D . '' .. 0 ° V' . °: .� M ill ' : . o . �• 0 ° ° �P °. w D - z H O C\ 0 \. ,W „. TYPICAL DOOR T- RES HOLD DETAIL S , DESIGNED BY z SCALE 3" = 1'-0" S.LIBERTI DRAWN BY u, ASS o BPJ '• PROJECT NUMBER CO 06-023 o SHEET z R i ■ 3 . ,. - c I- Ea S 0 a z (.9 A 1-LB D E c &Professional Member o ;American Institute of '- F'; Building Design LOCATED IN UPPER SERVICE YARD 9 9 0 Ott: i,li / 40111144, ;APO t ►I a 5 .f ` mow ,, F ='42 0 'r`' it -k LTD JLGF( 42 G- 1 TO LIGHTS ) . GFIO . 4,. .1411h-M.1117 _ 4 j -Y BELOY t e - Aili .J1 / FAN crtv}=u \el 60 } VI r • GFI : N Qr , :;,. I WP a I 1 �A� // �� U •f 52" FAN to rn 22 \ y Ill �. ■ � I � LIGHT '�= _` � �, _. � � ►`- t� cY7 r VAULTED CEILING i „, #,,lk,.,, i_ 7 TO LIGHTS 1 � LAT 1 ' ELECTRICAL LE�E�D . ,,. ,_. , 'I c ® GARAGE ; © l �) "-- 0 �t (� r I:. \ VAULTED CEILING - lit M X,.:, `�-, .,,, ��' '� 5YM DESCRIPTION � °Q � � x SINGLE POLE SWITCH ilcou90:illizilia.uil O N-- \ cc,�,, THREE WAY SWITCH �� e cc�,, r N I`\ -�--�.\\ WP �i'4 FOUR WAY SWITCH 'i' t( d 52 FAN e,i. 1►• - DIMMER SWITCH 'v cri _ GHT . D WP c,I GFI 6 �t'R REOSTAT SWITCH (SPEED CONTROL) ,i . •t 0 °. ,-. 4 . -Q- -Q- , _ j' DS DOOR SWITCH ,, c )..U a2" FAN °°t `-R= LIGHT FAN SURFACE MID. LIGHT FIXTURE _ h<. ' -.� ,- o o illf( �� t-.:ice %�"" CEILING FAN N G � RECESSED LIGHT FIXTURE , p d�- © '�3. .. S if I}I- III 1}i HI ■ >f.0 HEAT/LIGHT/ FAN FIXTURE 6 FLUORESCENT LIGHT FIXTURE a0 ` , ,4, ELECTRICAL ELAN DUPLEX RECEPTACLE IIOV DUPLEX CEILING OUTLET I10V SCALE:Y4"=i j-o" E : DUPLEX FLOOR OUTLET Hoy/ SWITCH WIRED DUPLEX REGEPT. 46 220V RECEPTACLE 0,,„.,;r .,.. FLOOD LIGHT WATER PROOF 40.."'' ,,c.4 ,sleger-F Q JUNCTION BOX �fl,��c,,�o „ cn0 r,o LAD LOCATE AS DIRECTED BY OWNER G' �� C\e5 4,6 Gk WP WATER PROOF T,ec NBC ' z • oVel Ac D.O. DUPLICATE ORDER -\I a a ` ' -4 PHONE OUTLET �, $< s '�: � � ., '` T.V. GABLE T.Y. OUTLET • 4SM DOOR CHIME vo 1te_�� .,g,,..� 1 1 UNDER CABINET LIGHTING METER —P— PLUGMOLD 110V HEAD TEL GAB. I� � � � GTI G � SOT �— c`.� "' I I ) j` - - { I I) GENERAL CONTRACTOR SHALL REFER TO ARCHITECTURAL FLOOR FLAWS), rn 0 I 1 II I 1 SHEET A2.0,2.1 FOR FINISHES, DIMENSIONS, VERIFICATION, ETC. Z °�- I I I I I 2) PROVIDE (3) THREE A. TELEVISION OUTLETS,LOCATE AS DIRECTED. CO J I _ I z_ co i I i Ail `lect1 is 1 iinst�y„11aliem � }<;I • us 1 i I r' I I .i f":f aiEa t�l�.� S bty t"„'4,5 -t irsl L,.�i.`�juYf ' - I _ 3) PROVIDE (4) FOUR EA. TELEPHONE OUTLETS, LOCATE AS DIRECTED. I � II1 � 4) NOT USED ! t o I I I ) I I 5) PROVIDE (2) EA. THERMOSTATIC ALLY CONTROLLED ROOF MOUNT ATTICS V J n LIJ CO I I `` �--- --- - I I EXHAUST VENTILATORS, LOCATE AS DIRECTED. t W t LU ! ( ) I [ i 6) PROVIDE ELEC./BATTERY BACK-UP SMOKE DETECTORS AS REQUIRED BY CODE, Yes. ff ,, > Z TO LIGHTS I ) SECT. R215, SMOKE DETECTORS, INTERCONNECTED V < en i 7 ", ! g'e ABOVE I I .,,V 1- 1 LT CIRCUIT_ III ERRUP E; P 4 E 11O=) LOCATE AS DIRECTED, 2 ( \ I I I °° 110 VOLT BATTERY BACKUP LOCATED AT EACH SLEEPING AREA AND FLOOR Z 1 , I I �5 NEC C 210.12 DWELLING 112;°DROO S, a ■ Z I / ■ µ zxI,ca£Ilf :': :2,P:A3?}r1C tq'g )a .; C ( � a , }} ;t, Ir€,fr i , 't) PROVIDE ELEGTRIGITY TO ALL EQUIPMENT, FIXTURES,ETC. NOT SPEGIFIGALLY Z U �-�, t �, x ,s„,- ,,&•F,L �1 NOTED OR SHOWN. `' Q . .. 1 _ T 1 1 i t l a ” . 1 I;g x;�`=f° : `�'" � !' F€� ) O DETECTORS LOCATE AS DIRECTED. �^'� a 8 PROVIDE (2) EA. 0/ 'z •.y- u < o � - m TO SWITCH ' I � ° � r�� ,. ;-`*.`: 1�.)�' ��}�I x�I� �i�10€�� �����a °h:ABOVE ' _ �!o i ( #a ';18 °f xI ))` ° I 1� ' q) ALL ELECTRICAL WORK SHALL CONFORM TO ALL LOCAL, STATE,AND FEDERAL Cif _ � a x S \ ( Ig3 n48 "` 1k si8 € 4 g4 `R " CODES INCLUDING THE CURRENT EDITION OF THE STANDARD ELECTRICAL CODE �' Q I -6- -€ fa r ) 10) 6FGi PROTECTION REQUIRED FOR RECEPTACLES IN BATHROOMS, GARAGES {.�HE Z I ) OUTDOORS, PER CODE r 0 r I I II) LOCATE ELECTRICAL SERVICE PANEL AS CLOSE AS POSSIBLE TO THE DATE: POINT OF ENTRANCE OF THE SERVICE CONDUCTORS JULY 10,2006 I ) REQUIRED AT ALL AIR HANDLING 8 CONDENSING REV o I ) 12) HEAT PUMP DISCONNECTS, REVISION: ILI ) UNITS,UNLESS IN VIEW OF PANEL BOX i ) . 2.20.07 z I ) 1 v 0 . CI LU ELECTRICAL FLAN Iii i— LL 3 til SCALE:Y4„_I,-0" t DES., .- f- SIGNED BY S.LIBERTI DRAWN BY rt- BPJ US 0 t'4 JMBE US R r--: PROJteT o 06-023 N SHEET 0 1- E2 . i Ei 0 v 0