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HomeMy Public PortalAbout07-0150 Ocean Plaza 4 tSi ""hoaa CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 03-30-2007 PERMIT#: 070150 WORK DESCRIPTION: LAUNDRY RENOVATION& STORAGE WORK LOCATION: 1401 STRAND OWNER NAME OCEAN PLAZA ADDRESS 15TH AND STRAND CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME OCEAN PLAZA ADDRESS 15TH AND STRAND CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE U TOTAL FEE'S CHARGED $ 191.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $22,000.00 TOTAL BALANCE DUE: $ 191.00 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 glitter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. idUSignature 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 Inspection Report yO`1\ city of Tybee Island 403 Butler Avenue P.O. Box 2749 /\ 2/V Tvbee lAtind, GA 31328 Phone: (91j) 186-45/3 extension 114 FAR: (912) 786-953G Date Requested owner's Name ()2A r E"2 Date Needed 1./.0 acA a0cir)-- Geni Sg:hcontrar tor Contact thiturilwr 1 ) - Locatic.ri 1 ( OcEAKg, ipedTo Dab,. of Inspechon SYS &7 Type of i ,,petti --r Pass ,esss ( • ow *`•:1 inspection Report City of Tvbee Island 403 Butler All#11111P P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 186-4573 extension 114 iFfIX: (912) 786-9539 Permit No, /-56) Date Requested Owners Name(rray, ,12-9z 2. De Needed Gen_ Contractrf oTh ntractor, Contact N jfliir LecatioIa IL/0 / A-1-1 a (0(26: A A( , rnspeciror Elate 4-4 1 nspizarti,o n Type ti x-0 1;,<//3is 1,7677)e;irc4 ject - 4 qNss Pass L.j Mw.i) Fail "4:C pctsie *Alc cv-ouvi t 1 ! / • ) • ••• •• • : • • -.;•;:c••• Inspection Report. City of Tybe 15 kuid 403 Beier Avenue P.O. Box 2749 Tybee Istandi GA 31328 Phone: (91_2) 786-4S-1-3 extension 11t Fox: (912) 7136-9539 Permit No_ Or) D S-0 Date RPquested L95 5 - 01 - F Owner's N anie. _Dr to eN Q-2-0-- Date Needed 0 C. - 10-07 Fis r 0-wont-rt- ator _ \,N)k, Q.. Contact 54 um b r L2. H 2- 1 Location! i L1/4 1/4 r o -- Inspector Date of Inspection _ ( - - Type of :f nspecho n 7) Q.,1 Pass • Fa Nfi • • — ( ') r-- -7'::-. . ,„,-Y“ • :17:Yr;P^"•'-''',..ff%,..r..*,i:iir4wlea in er.,..art CP..V of Tyhee i<172,P.4 43t3 B II ter tVe YI 1 d -7L)cl\ P_O. Box 2149 4 3 Tybee IsIdnii, GA 3132 \ ,1 d- ..._) phottie: (91:2) /86-4573 extension ) 14 L- Fat: (912) 786-4535 6 -7- ' PP t—il 0 r:Date)/:5 --) Perm I ” Date Reqfi ttis-tPci Owner's; NameL/A e-9.6:2-,-7/ 7-8 z ,2 Date Needed Ger . Contractor Subcontractor L..i __ --- -- Co ntc1: Pi WE be r . ----------- / / ,..,-, /(j) 1,f)(-4 ( *:- r i inspector ___ _11-_-___T_ _ _ Date of InspectitAi Type ot I nspvyi-tort 1 ,SS Pass,, ce - re-1 1117191111E124 , // 1 1 . I „v.,' A.,...6 ..._,.........- .. t 17A(1 ------ 9 ,1 --.. _......--- JD D ,, _.,.,„.•,,,,„., , ...,.:,•-.:•:*:,•;:6. • ,",' i.... •'t..71' , 5!::'4,.,,,,.-•:-1 ;"' W -`:":':',Y.:1/W1--• Inspection Report City of Tybee Island . , 403 Butler Avenue fp-I.O. Box 274 i . Tybee la Island, GA 312E1 3 Phone: (911) 786-4 sk 573 extensn 114 . i (..f.--/ Fax: (912) 786-9539 7 — i ' -'(::.) i permit 0 0 N.,,. t Date Regimsted KOwner's N nitre 1(` 1 Tj.i.),.< ifl, Date needed s 1 Gem. (:.ontractor Subcontractor ---------_________ . ‘,, r., 4 I i -b .,/ if---; / Contact. iNt.mth,:-.r f.)if t, / L... ). v-Pa e f-1,1' 1---1 L.1 1 _ _ 1 I / ,4 1 1 1 Locaiion - i q ai la`c.)1-i 74.-P"e 7 Aci--C-'C. c, ,_ . , _ if r.Z '(.7>17-) tr. ""(.722, a ) - _.„-- ; „/ , ------7 \., Inspector _ -.„ \ , Date of Inspection — - 1 1 Type c-f I r.,,,77.:ppctk-gy--; 0 7 k Pass '4 j,.....ro 1 raitill&in Fail I L../ 1 7 TYBEE ISLAND, GEORGIA p 777'7 APPLICATION FOR BUILDING PERMIT 0�O 1401 S-i-rated. Location /Lf"/o . ,(; (e.v----Av e ,-_ - . PIN# 4-1--Ob p 8-Q(-DDS L NAME ADDRESS TELEPHONE Owner: 1 ( { y r h c►He.,K Architect or Engineer E ,U c cs; i ed � .. . Zvi. i ( o 4,1 c five_ 7 2 6-75 y r Building _ Contractor f (Check all;ha'apply) j New Construction ' I Renovation Minor Addition I I Duplex ( I Single Family I I Substantial Addition -I I Residential Commercial I I Multi-Family tRt Footprint Change ( I Repairs J 1 Demolition I I Other Estimates cost of Construction: S !'.� . 000." Construction Type 14 (Enter Appropriate Number) (1) Wood Frame (2) Wood &Masonry (3) Brick Veneer (4) Masonry (5) Steel &Masonry (6) Other (Please Specify) Proposed Use: Remarks: .3roz j 6=4_, A -ge- - ei,i!eY ".x., -717,6.57 are ti lge�a/d ti r sf- ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOTS and complete the following information based on the construction drawings and site plan: r Units C) #Bedrooms `O - #Bathrooms v Lot Area .a K Ac rs4,5e. Living Space(Total SqFt) !-i'4 g S;F r Off-street Yarync, Spaces _ _ Trees located &Listed on Site Plan __ Access: Driveway C (FL) With Culvert? C) With Swale? 0 Setbacks: Front . _ Rear _ _ Sides (L)__ _ (R)_ T Stories _ l _ Height Pi ' Vertical distance measured from the average adjacent grade of the building to the extre,ue high point of the building, exclusive of chimneys,heating units, ventilation ducts, Pit-conditioning-units, elevators and similar appurtances. During Construction_ On-site restroom facilities will be provided through_DtA)1 On-site waste &debris containers will be provided by D (,Ut,, 'rM� (9.(i' MP -6Q Construction debris will be disposed of by 1 at by means of I understand that I must comply with zoning. flood damage control,building. fire_ shore protection &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 rya`the setback requirements are met. I understand also that a certified plot plan showing elevation mast 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: Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The foIIowing is to be completed by City Personnel: Zoning Certification NTFIP Flood Zone Approved Rezoning/Variance? Street Address &Number: New Existing Is it in compliance with City Map? . If not, has street name and/or Number been reported to MPC? - FERIA Certification Attached State Energy Code Affidavit Attached Utilities &Public Works: Describe any unusual finding Access to Building Site -� Distance to Water Main Tap Site Distance to Sewer Stub Site Water Meter Size Stowe Drainage Approvals: Signature Date Zoning Administrator ,�� % Fees: Code Enforcement Ofc. 03.-30•01 Permit /35 Water/Sewer Inspections (4•00 Storm/Drainage Total G/F Inspections ~ A - Water Tap City Manager Sewer Stub Aid to Coast. Total W/S /c1/• -- REQUIRED FOR: Building Penults • Relocation Permits Sign Peanuts Demolition Permits Land Clearing,Disturbance or Excavation Perinits 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 stoup 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: ()C.ec,t {7 sat'-{- J, J N tv1C,. Project LD.: Attachments approved by: Date: CITY OF TY?EE ISLAND IN.PICTIONS DEPARTMENT - P.O. BOX 2749 TIrBEE ISLAND, GA. 31328 FOR STRUCTURES IN FA FLOOD TONNE — FENA CERTIFICATION ION Cr ELEVATION" IS REQUIRED. _ N� 0Cec.lA ?lctzc1 ADDRESS: 14141 U "?: c.AA-e..iv— CONTRACTOR: PERMIT THIS NOTICE IS TO CON=_IRM OUR UNDERSTANDING THAT ALL E QZII? r SUCH AS A/C COMPRESSORS. WATER HEATERS, FURNACES, ELECTRICAL OUTLETS, METERS, ETC. . .z.R? NOT PERMITTED EELOW THE REQUIRED - 'FINISHED FLOOR ELEVATION. BY ACCEPTING THIS PERT' I', I (OWNER/CONTRACTOR) AGREE TO CONSTRUCT/PLACE THE E QJI?:FEY' ABOVE OR UP TO THE REQUIRED FINISHED FLOOR ELEVxTTON, WHICH IS STATED BELC`s7. ACKNOWLEDGED DGED AND AGREED TO THIS DAY OF • • CITY OF TYBEE ISLAND INSPECTIONS DEPARTMENT 'TEMP ELECTRICAL SERVICE AFFIDAVIT T I'.ROJECT NAME:. Or fe.c44^ p I Cl� ADDRESS: ill 4O 1 cf1-1 . Av e OWNERS NAME: (C 1 ScCt .4 N (J k VIC- PERM'T• Nrn :BER: - . 11- 0630g_a 1- oosL TEES LEI TER IS TO CONFIRM TICE UNDERSTANDING OF TI-IF OWy'NER/CONIRAC x OR TO THE COMPLIANCE REQUIREMENT OF THE GEORGIA STATE MINIMIIThI CONSTRUCTION CODES. "1 IEEREBY DECLARE THAT THE RcQI ESTFD TEMPORARY ET FCTRIC:AI; mysatt IS IN l ENDED FOR THE COMPLETION OF THE CONSTRUCTION PROCESS AND"ii±F,YES[LNG OF EQULT"ATENT ILNSTALLED WITRI DEE S I RUCTCJRE." . IT IS UNDERSTOOD AND AGREED BY THE UNDERSIGNED THAT lids: ISSUANCE OF TEMIPORARY POVERJOES NOT CONS'i'Ii U 1 E APPROVAL TO .SICC /T THE S I -RUCTURE.A CERTIFICATE OF OCCUPANCY MUST BE ISSUED BY THE CITY OP'I BEE PRIOR TO THE S IRT.CTTJ E BEING. OCCUPIED_ • THE OWNERICONTRACTOR IS HEREBY RELD RESPONSIBLE FOR ANY VIOLATIONS TO TE1 POLICE`.A VIOLATION OF`t NtS POLICY MAY • RESULT.It i DISCONJ IN A.N CE OF THE PT ECTRICAL SERVICE. OWNER DA J'k CONTRACTOR DATE WITNESS _D ATE PERMIT FOR IhMR S RIIC.IrORR ALTERATIONS Date: Name: O rG I t ?IG Z - address: /490 Jk`!' e Telephone NIO: Residence: Office: „ 0 -3S NOTR: Any alteration to city-owned streets, curbs, sidewalks, water lines, sewer linen, drainage pipes, catch basins, or other elements of the city's infrastructure, requires a permit from the city; and an acknowledgment by the individual seeking to accomplish the alteration, that: a. The city's infrastructure will not be degraded in any way_ - - - b. All necessary safety precautions will be undertaken. c. The city will inspect the work in process and upon completion. d. The work trill be accomplished to the city's satisfaction. e. The city shall be held harmless of any liability or dataaes of any variety. f. The individual has read applicable portions of the city's code of ordinances dealing with the alteration, and agrees to fully comply with such provisions. / /�• Des=ription of alteration: 14', pt/' A(, 'jQv‘!'li o([1'��s�►'4 , +o Fx,s�,�S L4�Yy k -e&. JJ .k sketch or drawinc rust be attached illustrating the planned alteration. Attached? City Deszor_. Standards And Saeclficatiors: All alterations to the city's infrastructure shall be acccm_nlis sd in such a fashion so as to restore the infrastructure to essentially the same condition that 'existed prior to the alteration, on to an improved cond ition, as determined by the City. • Certification: 1 here v. acknowledge the above reo ireaen ts, and certify that 1 will perform the above described alteration in accordance wi ■ ' -s. provisions_ Signature:_ `j' �t✓ Date: , Approvals: Dena-tt:ent Head: In speeti ohs:_ City Mar_ager:__ - _ 4Date: P.O. Box 1397 Tybee Island, GA 31328 (912) 786-7945 FAX(912)786-7943 Divu .Ikd 1/3igrts, P.C. kThay A.CANNER,An Transmittal To: vt e_ r) D From: Address:C. 14"y OF Tye ic Pages: Including cover page Jj Phone: 7AL - i-tc 73 Date: Re: C)C CC: 0 Urgent XFor Review xf Please Comment 0 Please Reply 0 Please Recycle • Comments: t' n .... . :IF . • - . . .. ... i$ . . . .. , ■-: . .. ,. ' • ---,.:-:. . .:.:..'' .- . ' - . .-- • . .., - .... .- • .. '' 1 ' ..r,,,:- „ . c': ....,.-4- C-.- -,- , V ' , .• , - • --\ii., .1 ••.,1 . -, • . , ;. F 7 i-.1.. ,/ , \. .. ,/ ' ., i . ; ■;,, ... v.0 ....;-'-';_:',It.;.,' ti. ,:-... .i, 7 . , I . . ., . , , / \ -.,,,,.. . tt ..... _ -: -.. -,..P. : ,:-:. 43" \ 7 ",.., . 1 i , -/ . , / „„„ , ' '''' k.. I 0343F RBF N, ;1 '';' "'At',4 • C..; °N..• T..7_ ".".;-.'--"' ;,:•.,.:,.......:: i i.... 0 "'V' I i A.,' . , , 'i i . . . • .'" . / ... . ..:7 / .- '' / ....› ' t! I ' P7- _ . .. 7 ' i ' i_ _ _ . . -yi / „.- , T. 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' I I ,„._ STUCCO I - - ,_=-• , iii\.,--. ,="...--e (-•,',.I',..t?-f., ; 1--,II-Q ti--,:n:"2 zie13.,,i.) 11.1'4.0Z6t.I.i;t:-:5I--,,i . - . . EXTERIOR - = 1 1 i 1 i e ii: ,e„-iitt,,iiii,ii. viiit- 0.- ao. ,isivi„iiii's,,,sf..-0,At 11F-47 '„i,'.3- • 1 I 1 1 i 1 I i.:,4 <„,i v4,,,,, . . : , . . ' i i 11 _ F-xr3TNG FENCE-NCE----\ . i c,1" z--„?,z,,,,,1,17_,,,c-miiiii? gititiir,117, ii",:sii,iiit 0....„.-nizitIiixii3O. ia..F..4 isv.1,-/2,..,:...iii,iiii,'1,-2Aii•'----t_.7 tf.„-,', i,,.rilelcii,-1,1x-,,,, or..i.i. r.:y-S.2-.,, a'.2,",:,E7--; br aiiizi;,; wiiifiiszio , — , i . * - 1 —---- i 1 i 1 - ' -1 li 11 ''' -i- l'i 1i ii 11 il li i ll 11 ii 1ii 17.-111 ii 1i 1: 7-77 I-; i v-,---i-icm pv, .irry:;:-,--,..:i,,t, ,:47.-;01134. ViCri.; be. t:•: ?,:r;ZI.,.%'Z',=1,•1; i I 1 i 1 ; ; I i - . iii = "i it 11 il i 1 :i 1: :; : i 'I Ii I' "i ii '31111 ii '1 il 1 it t - _ : i ' I I ' - , iI II : 1 II ti II ; It II 1 it ii H H ii, i. aci.,; a mii.iiiii?,riii,..ni-ZFii ;I:IiItt"? f,--St1itt:it3:3;Oat.qt0 9. I • 1 1 ______ . 1 "1 i 1 i" ii :;;: li ii ' "HI 't I' ", 1 it it ri i; 'i i it i 11111 ii II 11 ii 1 1 I 11 1 ! iili 11 !! !! !! ! 'I !! il I! IA ! !,, ,.! II Idoil. H !! !! ! ! ! 1 I! ! i i !! !I ii i !I ! ii li il ii II I' li 11 !I I ! ‘.. -.,,,...,,-;,,, 3-2,6---p7 III,, I, 1111; Ji - i i' 111 11 ii! II 11 II 1 f,1 !i it 1111111 ' cii,ii-ii,;--3(i-ii„---,icrii. -s...,;?-y ti„.:-„,-_,,,,,,-,..„,„,-,...-„,„.,-„,„--„,-..--, „....c...„,,,,..„. --....„--,-.,-„,„,, : 0 0 0 i I I 1 j 1 , 11111 ti li ii li li ii i! 1' li ii, ii 10 Ell Ilk 41 i; li i 'I oi l' 11 li li 1 : i i i : il ii I ,t1t 11 Pi 11, 1111111i !! ii il il il r, ii , ii li iti, ii il I ti Ili {I Ill li : I I . : 1. i i — :, 4 i! H H ii III; 1 il 1! !t ft il ii II li 1; 11 I= H H iii 11 I il 1.1 H H II H 1 I I ... ; , i ti il li : ti 1 11 li It il 1 li ii 1,i if 11 11 11 II il I I li 11 li li li 1, 1j 1 i 1 \ _____ 1 i , i . i ii I L ! . ti li i! 11 1, II [! li ', II li ti r. t ,, I i i; i i. it ,i il il i 11 = i i i! il I; 1 ti 1, 1. I 1 . . i • ; . _ I I , . 11 . t (------ - ` 1- 1 , s -., \, , I , i I i _ . = I , 1 1 _ 1 1 I 1 (wt) 1 i - , l' ,vt- i I . , , 4 , EXISTING -.SIDE E. EVA10N ,,,, .,,, ,,,,,,,„--„,,,- ,,„.„.„,,,0-, ,,,N7,,,,,,---„,y,,,, .,.. , • 2 EXISTING FRONT_ f--.1-LEVATIONI I I 1 1 I . -- , - i a. 1 i 1 SCALD 1/4-'= F-0' ,..-:isoi•-• .-;,;*•-t•t'....11; tI".1_,\1t-I'`' rt-,Tip.i.t"' ,,.,initt,i;;; „,,,,,z,,,,,,, - . SCALE: 114;'= 1,'----Cr I I; Uzi ' 1 1 €.,.$.11:'• ,, ..1-1,11=;:-Itt2' (ti----",•it•- ') • 1 1 . • i i ; - IiIItt;;;;-';; ;,,Ai2-- - i- ;,-- II I u..„.,—,..„-- 11 li I'l I i Umm x , < 1 I uil 4-- u.... H w _-4( ,i. 1 i I ' („0 gi) ,,,,4 --;-ii- c) 1 1 , . ; _ - . , ' 1 t 1: I I 1 #1.111Nowl . - °XIII Ce),-1"-Cr) 1=G93 ei ICTI''''' _ II ;I -I , 37,„(.5 CD _ -,-- 1 1 i - - Cil' ' I . H ,-::- f . t.--, c -----: .......- 1--, 1-1 _ : H m Z CD LO- 1.- , , . .- : ta X 1 1 0 —Lu 2 ap . - SHELVES • awn .-C—L, ---urmit -----1 ileri—L1 a ii i a II MN . EXISTING EXISTIN EX1STIN EXISTINti , f t co ..._, oa EXISTING 1 2" "----- I WASHI ER11 WAuSHER i DRYER I - t , = ginsw=arm .. —1--- = t = . BLOCK WALL ) D RuYNEt TR 1-----------I, UNIT _ NIT 1 UNIT_ = . _ I . I I 0 a 0 In < E--.1:. <-;;:i I t I I = uj -;-- •::: :=7-: ---- — i ' I ii • I . . . . 1 k\i- 1 1 _________} _,....mi...),.....- isi,.....k tiii -, -1- , _ . , . • . . . wiku I WC: EXISTING 5ZITI , 1 - i ; = I /1 . , I 7- ------ ; ARCH ABOVE . .. , (I) / i\'' #s*=...i.•=i '.. . . . , . , id , EXISTING I 2" I 1 = I , _ _ . „ ,_ , , , . — - .-,.,_ ___=:,, I i , CO 1 1 . ' = i LI E12.XISTING1 STORAGE_RM. BLOCK WALL I All i I II — 1 SHELVES EXISTING LAUNDRY RM. 1 , t I I Eija C\J i DEMOLISH WALL = =I (J) , i . . . _ . . .. ..... _,-t- .,„„ ._ . ___ __ __ ____.„ — ....-- -,__ . . .. . __ , ..„ _,...____ .., ______. _ . ..._ _ . . ... ., .. ,. . _......._.„... :i..'‘,'.,-=,,,i,,,;;;..,=-,...:,;*,=;,;',;,,•=;',,.=';.=,,7`,,---:,';,,,=',==,,:.,,, 1,,C,0 NT R,A CTO R S TO V E R IP( • LINEN STORAGE RM, 1 t . , . IN,lb___ . - = : ' _ ....._ __ .. ... .....,____ , I _ _ ...... _ _ .... _ ______ . . -- .. „ .- . , ,.. __ __ ,,..„ , . _ t - ..., _ _ ,... . „ . — _•. ,,,,------ NOT LOAD BEARING WALL I 1 I t - — - I I fX) I- . . ,.- _ — _ __ ., -... .,-- tj .i 0 - Lti ::-',2-,-_-,--,,, BEFORE DEMOLITION) ..„...„ EXISTING ------- : • - _ .,_ t ' BLOCK WALL .,------ ' I — / EXISTING __„: 1 < co N -,..;" ,c. : ,,,,!:: iiii ,,,.,:,,,. I t ,...,,„„ , , . . w I , 4-,,,.....:::: . 7 CHEMICAL RM. 2L-= I I 1.--- Ill (3)..,..°). = , . , st,====_It._="A t = - w I < = = t lift,,,,ett . i = = 1 , t DOOR TO . =.'; DOORS TO . ---t = , I BE RELOCATED 1 --, . BE RELOCATED = ' . . mml i 'M I 1 , - _ .- c., ill. „_. - : I SHELVES I SHELVES I 1 . 1 ' , 1 I I ..—...., :, ,.._ _ ..— ,. _ . . . - . . .. _ — ;Pga, _ i k ir A . • I, 11 0 ; • 7-- . , i -,. . t I 1 . i 11 , . - i . ., , , ., I . I g , H 1 \\ ,___ 1 - . . . . . 1 a II , ., 1 , . ... ., •____ ,_, , __.., :: 1 1 0 H . - . , ____, . 0 . . . 0 , , . , . 0 cn 1 1 , . _ I , . .. ,..,„. ,,......,,....,...r=3 4=2 mom SEMMEdd% I I 1 ' - , I : I [ a ilmsl 1 ' = I - t i • I 1 ' I i i I ( ) 4";#'1. LU 1 I _ . 1 r. 1 I M I ,,,, t, 1 - ' _ - 1 # - 1 i EXISTING FENCED IN YARD . „.,_ - ,,, ,, '''-__. EXISTING FENCED IN YARD I - >3 , FENCE SEnoN 1 i -; '', 1 1 ! TO BE REMOVED I II II t i = - 1\, .._. . ,,,' ' t. .„„„.„„„=„,,, .. . . I -•,,,,....,,,,, , 4 _ t . . , C-17-,_ -IDRAWN BY: SR I . . ALL DNNEONTEsSIDN AND 1 - 4 . . , i--- ----\) 1 1 NOTES ' 1 li 17/E-,;( 14,1 VERIFY ALL DIMENSION AND fl A II CONDITIONS BEFORE CONSTRUCTION II ri 4 4 I CONDITIONS BEFORE CONSTRUCTION 1 = CHECKED BY: • 1 4, II , I DATE: 03-2207 i I ,2 ALL DEMOLITION AREAS SHALL HAVE i 112 ALL DEMOLITION AREAS SHALL HAVE II ea------1 ,-, r PROPER _SHORING SUPPORTS TO I PROPER SHORING SUPPORTS TO f 1 — I I SC-4-:—.71e 1-746 =W70 _ 1 EXISTING FENCE . 0 INSURE THE SAt-ETY AND STABILITY 1 . INSURE THE SAFETY AND STABILITY I • -- II - OF THE STRUCTURE DURING OF THE STRUCTURE DURING I - . . I I I 1 - I CONSTRUCTION PROCESS i , 1 -:—.)_JECT," 07 ['---.'•'4, 01 i CONSTRUCTION PROCESS rd L . ..., •• - .... J ir$ ti• 0 al • ri ..... r ft , I ...„ .17ft 1 1, r .......,AMR MAR MIA RN*MR0 WM 00. 00W 001.WNW IOW 0110 WM MN WW1 NM 000-00..0..0.MN 0..RM. 00....#omw 0.0 0.0 0.0 0.0.0.MO Min ARM MM.WM 064 M.0110 OMR ARM NMI RAM AMR AMR MEM AMR SAM MIA ORM RAW IMM MAK ARO ROR SOW MAR KAI*NM OM AMA -AM AM OM IMIRR AM Mat am ROM RIM AM OS WM AAR MAR OM Mat 1.00,WRY OM Wm MA=RR RAM*WM NMI RAM OM AM OM S•MtAIMP RNA MN MA MO MAR me RAM MA AMR Millt MA ARM AM AM MA OM MOO AM ARA*RR I .-.t ..-- 47-', ' _ I 1 fi4,.".,., vri.;.;:a ;,, ., ,R,., + . . , I • i 1 1 0 DEMOLITION PLAN , • ,, I i . ,,,, , I EX-ST NG FLOOR PAN I t 4. .-w, SCALD 1/4'= l'-i-V SCALE: 1/4*= 1'.--0' ; ' ,,,,,.: )) i i - - , - 1I . I ; • . r______________ _ ____ ___ ____ -------N . OF a . . ''.0A1,0 • ,e..,,Y" , .---- '0.0, s'l 777 A. CRAM vt.) ER _ ,0. „,,-, otts. /CATE 1"' ''‘ ( _ „RED • ,„,„,,,,,,,:„.„, IN VNi*, OR R4 li P:,,,, . is :-....,If,4-,:,:. -.0 u --T ' Tie-4 • •. --:. :.-..:.. --*N.,-,,, .- =-: .._-7.;<2,-,..-.1•-•-1 • t?-.;':', 2': -f' -}' I ..-} 7::e..L1 po EXISTING BUILDING r REMSONS --) --///' EXISTING AWNIN . . • EXISTING AWNING EXISTING BUILDING II 111101111 III 1111101111111111111111111111111111111110111111111111.1 * i . ' I 11111111111111111111111111111111111111 11111111111111111111111111111111111N1111111111111111111111111111111111111 11111111111111111111 ill ............mourai MIIIIIIOIIIIIIIIIII , ROOFING TO IN 11111 . 11111111111111111111111111111111111111111111111111111111111111111 _ ----- ROOFING TO k . _ . . .._ ... . ___ . . . . • EXTERIOR TO • ... - MATCH EXISTING ; - MATCH EXISTING • - . _ . . ... ,....yiimit. _I • 2'x2' : , EXTERIOR TO LOUVER VENT MATCH EXISTING . . _ . , . , . __ _ . . 1 I 0 I I I I ' 11 i . . . I I ,t ii 1 1 I ' - . • . . --- , I 11 ' 11 i , I I . 'I I- 114 , • . — ! — — i t r 1 . • , 0 . 1 l ' 1 , , I I i • ' I 1 11 , ,, __ . __. . . _., , . . .... ._ . . _.. -_ __ .1 I , - :21 .,..---1[ — 1 I „...............................4. 1 I- . ''''" ''Z'' ' ' - , — .._, -...._ -, l;._____________ ., I - I 0 : , 4-..A.I4',,tr-,,IINI*I1',l.0-2:•.' I : ,,,-...o- ..-4:::••••••• t::•;:i:w 0 RIGHT SIDE ELEVATION ADDITION ,,,,,, ,.11:1 ,,gy-, 1 , 0 °I „.--,,, N.,•,, r-W“'', -.5,'%-'0 '''''An",-a:>. FRONT LEVATION ADDITION I .,. ,:.,,,,,,,,-• ,.......„,„, SCALE: 1/4 . 1'-3 v SCALE 1/II= r—O i I ans Lelossi stmszem . < • 1 Z U.I ..... IL 1 - > c.) I „ < C 143 ,1.1 03 ...c co to • ..,.... ,,,,,,-- to Lo ,,.... • 7 _0,f, __ .j„... , .------- VERIFY SIZE OF DRYER I w il-, 0(1)--Lu. :' ! (71..*?* r...-r*'°' (.W UNITS BEFORE I W vj /..... ci c — — . : CONSTRUCTION OF WALL 1 ' : a) z a) to ..,* 1-1 - 0 - 1,....„1- „.,„ ili ..45 2 m (11 0/1 FOLDING TABLE Ea , , . ..... ... mow FOLDING TABLE ' ica --.1 mmma= LLI .--_., '- r.-- , d m-gt. _____ __—__J 111111 ' II 11. Si IN 1:::::1 ?: -55 '; '' . • --,7----'-- MIN I II EXISTING I E.XISTING ...1 : k ) . 1 ' UNIT UNIT \,,, NEW UNDI FORMER ARCH . WASHER WASHER WASHER I • • DRYER I ABOVE TO , . I ---\ L NEW UN!it ; • • s i BE RESTORED ' i i It i I . r < m 1 EXISTING BUILDING , . is "---\\ . 1 VENT DRYERS AS REQUIRED. WASHER FOUNDATION TO BE CV r 1 1 -EXISTING AWNING . • . . . CONSULT DRYER TECHNICAL CONSTRUCTED OF 3500 PSI . . . 1111 DNREYWRUN MANUALS FOR DETAILED (MIN) REINFORCED CONCRETE. • .• . INFORMATION PROVIDE AT LEAST DO NOT ISOLATE, TIE WASHER . : 111111111111 I o i 1111 Iiiiiimniami...... , L__ 4,2 SO FT UNRESTRICTED OPEN . FOUNDATION TO EXISTING FLOOR : CV, 1111111111111111111111111111111111111111111111111111111111111in ' . AREA FOR DRYER MAKE-UP AIR AS SHOWN, 3"2" REINFORCING . ,.. all . • - BARS. REBARS SHOULD BE 7" < < ' NEW UNI SUPPLY, fro < • ,,-, DRYER FROM TOP SURFACE OF PAD. i : ROOFING TO Li , cD • . . . . MATC11, EXISTING ........ , . . _ . ._ faineasamsammininsi 1, 4,- ft- -.,,,,.. . — I 1 I . . . 1 WI • — . : .. .. _ . .. . ..... .... .. . .. . . ..._ ... .., au-- 2')(2' ' A. Ts IN . Ell gasentsi _ LOUVER VENT . 1 -. Il 0 1 • . • 1 (At, I 1E1 1 .. . _ . . , t t)-txt . 1 EXTERIOR TO ' " ' " — i '''' 0 .III 1 ..: - • 7171ATCH EXISTING , . cl : : .- .. :: : . . . :: .. .' , r, 1 ) ,..._ • , 0 :i : :: , ,, ': -1 i :: 1 111 z L--1 1 1014-r r— Mi< '''44.44 • , . . ...., - • : { .•' i' i. - I , .....70 L„17;j> 0 1 , 0 t rip . .: . ;, ; -4, mcl -,-- M Imzu=su . , la 0 ,. , . .. .. . . ., , , ., LIM '',.--Titiir W I eis, U.I , . - -: , ., _ I 0 ADDITION AREA ,._., -,. I . 0 448 S.F. , __, . . . ' . . .. _, 1 :. .: i . . . . . 11, ..,,. . I kal-sol a ., .-Atilia,. III ....., ..., .__....... III 7 2 - lir li ti! M I .. I RELOCATED . * vir - ,., RELOCATED DOORS 0 1 N.,...-.. >a I/ ) DOOR I . , 1 • E— ) .;.......... ,(3._ LEFT SIDE ELEVATION ADDITION •,-• 0 SHELVING tic I J 00011000000000igmeoporitii,,imitinint". .rmagtmorawoopoomagioninaminivoimemittomatiri i ... * . 1,- - 7-----,-- SCALE: 1/4'= V-04: I 1 i /DRAWN' BY: SR iiiiiiii‘'' 611111:::,„ 4 NEW CMU WALLS il f I CHECKED BY: • i I 4 ' DATE: 032207 . SC-,.;:_. 1 ife = -0' . _ .. . i .„,4k... fa PROEM 07-,, --.-.-....01 _ . A. ...,. ..„ 1 ,,„ -,...*, AN 10 -We w Me IINSW WI ININE*Mt owe wr w we illos We•02.0Nom W Illim w AW 1W1 W 01•11 W.W smor W W NW MIS SW*Mt MIN W MN VIM OW allacrw w W SSW W OM W W W W W W. MR 121 . , . - 1 ..t., ri? _:,...,...; , ...- $',A.,,,,,- :-,..-t•::^7,. ,,:,:ag•-•,'. -,' ? IN * , 0 FIOOR PLAN ADDITION ..„.„... . .. .._,„ .... ,, ...,.... . .. . ... .. .. .......„,„_„..... • SCALE: 114'T:- l'—o' 1\1,1\ _____ _ ,_,..,,..,_1,,,:ij • I C - „.s.i. 04.AED- 1: n I „.A4 rj -.<*- V -' 1-, . t L--= A t it cf.--7 , 1 i 1 1 j-JEFFREY k i 1 --- I CRAMER 2 -12 " 0 --;.- /-7 <,-, ----, '5>' <ct' /<'' c..., I 4‘./ /CATE '*4(). ,s, ‘,\ i i r ... . , - ?..v4,-:-Ir , , ci mi t. - UK tri I I I ' LET IN STAINLESS STEEL OR COPPER — RECEIVER FLASHING INTO EXISTING STUCCO 1 TO LOCK TO NEW FLASH CONTINUES REVISONS : ) 2 PLY MODIFIED ROOFING NETE ALL BARS TEl DOWEL A MIN P.T. 2x12 GALV OF 5/811 THRU BOLTS 8Y INTO FOCTING W/ STD. ,, 2' O.C. HOOK, BAR TO PROJECT A MIN, „..--1 11 I OF 40 BAR DIAMETERS ABOVE 1 . 4 1 TOP OF FOOTING, BARS -FE RUN i I 1/2UCDX PLYWOOD :;-1,-,,-t- ...„1 ,...:,,, '' -,-i&s"). I i [ SlEL: ! CONT. INTL BOND BEAM „,,,,:::: _ , .,. I __,-,---- , „,.. 7' ! ,t,- ,.. - - - ,_ ,, --- - I SIMPSON MTS18 1' 6' --- g ,-... - 11114114,--‘t fA ' i / ,_,.... 1111111 ' - 11110Mili , -,..--- ......... a FILL CELLS Wit 3000 PSI i - 4 HURRICANE STRAP @ .. --- _ .. ,...' 'Sg1- SPO PEA GRAVEL CENCRE-E alimpl- , 4 EACH JOIST & RAFTER. ..........----;-:- - .._ cA kl” P,,, D -rIIIIIIIVAE: I ‘z 1 • .., I - - liz. q 9 b .., , . 13LOC CMU-SEE PLAN L.:_.. ' - , 14 , R-30—1 , I .F, , , FOR SIZE -----NN ''... I #9 GALV, WIRE TRUSS, ' — 2x4 BLOCKING r-- :. • ) .• ,. - ‘1,11 4. HARDIEE BORD ' [ -- I . . _..... .....i, .------ 71 r 4:11,t4li 111 & z HORIZONTAL REINFORCING JOIST HANGER P.T. 2x4N ix * 1 it4110. ..- - i . @ 16" 0,C, ----- ,44-, . .-$ WHITE ALUM. .,..e,.._. .:.--, 1,..mormem EVE DRIP ,t- e: i 0,........., (2) #5 BARS EA, CELL 1 e..0K-rem000 w is-ix-- NNW . , 14 I. *`-..... ...--) 4 it MERITEC lx TRIM 2a CONT. mr- Jr VENT (WHITE) RT. 2X6 TOP PLATE (------ [ . a , 1 2X10 NO. 2 SYP. 0 TYPICAL WA__' _ PILAS-ER 1 i 1 EXTERIOR TO • :2t.E!NDATION PAN 0 i " 1/2' VENTED MATCH EXISTING . R HARDIE SOFFIT 1/4"..-- istjA 1 = usima ?. - (:.T"p.,..„-,:_ c-- LU X zwanzzo > (I) 411, TYPICAL WALL A- ROOF SEC-ION .:.- ;.' IF iv% , --'',:4:1,1.f.iliv,!,,,,,F,Ttil , 5;r;::": Il:--11- I ' 1/4:00 SCALE: N.T.S. GI to co -- . C)) ,cr'(17(3-: _. _ o I w W 1 ' II 0) z 0) LO •=4-, I 1 > Low 1 towAiN 0 — 13 6 (6 _ _ _ __ _ U LU - -- . , I i • ›.- 2 , , i ---) 1 i , _____ . , (---- . i a ----m .1 , . , . . I , , el < , li ... "..., h.... ....,, , 2 it5 RE-BAR G 24' O.C. GROUT ALL 1 ! 9 til CELLS SOLID ; 944 tit < SLAB POURED INSIDE ' „ ) OF FOUNDATION WALL -A }44 E CHU ....„-............, r 1/2' ELAST. NAT'L CONT. re a ...,-.._ . flirt • • . , , * i , ik...- 40. s, _: 0 , 49 GAL. HORIZONTAL '11` • -JOINT CONT. 2 16 0.C. 1 11,, ,ammal Z ! , I kit _ _ . , _ _ _ _ _ _ ,..„....-- No. 4 REBAR. 24. 0.C. .___ __ _ _ ._. _ _ _ _ _ __ __ _ _ GROUND FLR - X M.S.L 4 4 4 1 41.)- , tt 1 ---I --- ' Z 1 < 4 r 1 4 -_!- 4 e masoseramoV .""— MR W GRADE (VARIES) i 44 1 XS - - )1 I — : , ------1 - , -----I/ --- , --- .---- -------1 1.---- 1-1---: It _ — , a ' t a I 1 I I 0 L 11C i 8Xe<16 'L BLOCK' CHU 1 c-"."` I AIMIIII 1 — . . , , --- — D 1 7—I t t 1 1 . ---1 ---- I 1 1 VE4 CONTROL JOINTS I a 1 VP —I I 1 11 / \ W 0 Lii i A 1 , ..1111 1 4 . It=t li I • ..1 1 ea I a _ ,m, ,I 4 o *----t" all 1 I It ' .ii- 0 LLI i , 1 4 M:L... VAR11R FARRIER C7k1P4-I:1-711 PACKI-71.LI =111-1 I' 1 4, Vi .4‹ El ADDITION AREA Lai w 0 I LE i . _, - .„ <4) 45 PAR C77, 4*1 4 41 ii I a 1 , ,;,- 45 PAR 2 IS' :IC '7 ' 4sj ... ..-- 1 a 0 1 vot a _ t . , 4 '(t XI i TI - Z 1--- i . Ai i ..... t _ __ _, . -4T-- I 1 , 4 ,-. , I I 0 i ..,,.:, ;Ha ----: , 1 =_...: — I— I ---- I * — / , I I Ifil - I -.11=i1H I ill - ' '----:-- if — ---i I11 r=i I i t ' —7.1 r= t t.... 3-4-0° 1 i' r ilifil .,1 IL- NEW CMU WALL --- r---1 _____ ___ r--1 1 1-1 ..., g jr;rapRoRA:BT: OS71 , ,,....0.7: Nr fl I - =wow!um esi in riTai;aim ENT:wows a,siairririn vima a tairwai.as wit 0 a 1 roin i 1 0 1 0 sll ini 1 1 inT1 a CACI* Fri to R17--1 a . 1 I CHECKED B . I - 1 I L 4 4 L H... , 1 I DATE: 0322-07 I ' iiiltA I 1- Aleik , t , , i WV VW VEY 1 1 SCA ! 1 /4 =1 - $ op 1 4 TYPICAL FOOTING DETAIL / 1 -11 1/2" 19'-1" 11'-0" z — SCALE= MTS. -K -351...- ___. ::f" I I . ; I I .?--/..'' ''',=-- --,:„. 1 1 12;.- ':.' . • I ',...:". ' , . , - -:-..?,-:::;?-- /111 FOUNDAT ON P_AN . . , , -.'"—' '''1: SCALE: 1/4:"= 1."-O" 1 , .. , c ..... ..____ .... / _ �_ _ -_ ,___ _._ems t` 7,� G OF Q t GENERAL NOTES 3. CEMENT SHALL BE PORTLAND CEMENT, TYPE I, ASTM C150. FINE 7. ROLLED STEEL BEARING PLATES, 2" OR LESS IN THICKNESS, SHALL h� v � o AGGREGATE SHALL BE NATURAL SAND, ASTM 033. COURSE AGGREGATE BE STRAIGHTENED BY PRESSING OR PLANING. PLATES OVER 2" IN _ I I 1, CODE: EDITION OF THE INTERNATIONAL BUILDING CODE. SHALL BE CRUSHED STONE OR GRAVEL, ASTM C33. THICKNESS SHALL BE PLANED FOR ALL BEARING SURFACES. B- =JEFFREY A. 2. LOADS: 4. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4", UNLESS 8. HIGH TENSILE STRENGTH BOLTS SHALL BE TIGHTENED TO MINIMUM CRANiER -^ j OTHERWISE NOTED. TENSIONS SHOWN IN TABLE 3 OF AISC SPECIFICATIONS FOR t " ' STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". TIGHTENING F` s' ' LA `�©°` I 1 SNOW LOAD (GROUND) _ }0 PSF " C n FLOOR DEAD LOAD = 80 PSF 5. ALL FOOTINGS SHALL BE POURED ON FIRM, UNDISTURBED EARTH OR SHALL BE DONE WITH PROPERLY CALIBRATED WRENCHES OR BY THE \\ 9 � � FLOOR LIVE LOAD = 40 PSF ROOMS & 100 PSF CORRIDOR ENGINEERED CONTROLLED BACKFILL. TOP OF EXTERIOR FOOTINGS TURN-OF-NUT METHOD IN COMPLIANCE WITH THE REQUIREMENTS OF rf\‘'511 �N�O '' C� `��'isF� TE ``O '`�`�L ROOF DEAD LDAD = 80 PSF SHALL BE A MINIMUM OF 12' BELOW FINISH GRADE, UNLESS THE CODE MENTIONED ABOVE. A TENSION MEASURING DEVICE SHALL ©©�( �-° TFEQ p�G'! ' �' OTHERWISE NOTED AND MUST COURSE WITH FINISH FLOOR. FROST BE USED TO VERIFY THE ACCURACY OF THE TIGHTENING METHOD ROOF LIVE LOAD = 20 PSF „ pD c____'\ 1 \ e LINE FOR THIS PROJECT IS 12 BELOW FINISH GRADE. USED. 6 6< =, " . __) WIND: �AN� 6. CENTER LINE OF COLUMN = CENTERLINE OF FOOTING = CENTERLINE 9. MOMENT CONNECTIONS SHALL BE DESIGNED USING THE LOADS AS a ■ . BASIC WIND SPEED = 1 1 p mph; `� OF ANCHOR BOLT TEMPLATE UNLESS OTHERWISE NOTED. NO PIPING SHOWN WITHOUT FURTHER REDUCTIONS. - S[E b. IMPORTANCE FACTOR - 1.0 N� SHALL PASS THROUGH OR UNDER ANY FOOTING WITHOUT PRIOR ME c. MEAN ROOF HT = 35 -0" �OR�E S10�S I `a I APPROVAL OF THE ENGINEER. 10. PROVIDE TEMPORARY BRACING DURING CONSTRUCTION, INCLUDING f r. REIN SEC i P _ d. q 26 psf HORIZONTAL BRACING AT CONCRETE FLOORS, UNTIL CONCRETE IS l��i PLANS "' I r : 7. SLAB THICKNESS SHOWN ON THE DRAWINGS IS MINIMUM AND SHALL PLACED AND CURED. � I �._ OF *. .:� ill SEISMIC: BE MEASURED FROM LOW POINT ON FLOOR. CONTRACTOR SHALL yid' BARS RE .1-4.,3 P.C. a. PERFORMANCE CATEGORY = C COORDINATE ALL DRAWINGS TO ASSURE THAT ALL FLOORS ARE 11. BRACING GUSSET PLATES SHALL BE 3/8" MINIMUM THICKNESS WITH ` LSpL�CE„gr �lHE \_ __ - _ _\) b. Av = 0.1 SS ../ PROPERLY SLOPED TO DRAIN IN TOILETS, SHOWERS, ETC.. A MINIMUM OF TWO BOLTS FOR ANGLES AND 4 BOLTS FOR WT'S. Ihhc\ I REQD ro C. Aa = 0.1 _- d. SEISMIC HAZARD EXP. GR. = 1 e. Cd = 3 8. "C.J.", AS SHOWN ON DRAWINGS, INDICATES A SAWN CONTROL JOINT 12. TENSION FORCES SHOWN (+) ON BEAM CONNECTIONS SHALL BE �' r---1 RV-() --- \_ - REVISIONS OR A KEYED CONSTRUCTION JOINT IN SLABS ON GRADE. SAW CUTS CHECKED FOR BENDING IN THE ANGLES PLUS PRYING FORCE ON 11 \ \\ - - f. R 3 1/2 TO BE 1/8" x 1/3 DEPTH OF SLAB AND ACCOMPLISHED WITHIN 12 THE BOLTS IN ADDITION ,O THE DIRECT TENSION AND SHEAR ON c i - HOURS OF CONCRETE PLACEMENT. THE BOLTS. KLL CE��� ,. 1RU55 f I 13. STEEL SURFACES SHALL BE PREPARED TO "COMMERCIAL BLAST" GR©�� � ��iaRIZfl���'6„ © c. ----- 9. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60; � E 1� © 1 AND SHALL BE PLACED IN ACCORDANCE WITH THE "MANUAL OF (SSPC-SP6). ALL STRUCTURAL STEEL SHALL RECEIVE SHOP APPLIED `� ; ✓�� RE1N� STANDARD PRACTICE", LATEST EDITION, BY THE CONCRETE REINFORCING PRIMER, AND FINISH COATS, PER THE ARCHITECT'S SPECIFICATIONS. c. (j � JV i - - -_ STEEL INSTITUTE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM PAINT TO BE APPLIED IN ACCORDANCE WITH MANUFACTURERS =e 1 nfx A Imo- �_ l A185. SPECIFICATIONS. TOUCHUP PAINTING TO BE DONE IMMEDIATELY , a -,r - I �_�� 3 ------- - --- -- ` AFTER ERECTION WITH SAME MATERIAL AS USED FOR SHOP PAINTING. a��a sf' \\�_ I\�- 10. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR �`- = y \ - 14. ALL STRUCTURAL STEEL BELOW GRADE SHALL BE ENCASED WITH A , Y `�I NOTE: PROVIDE CMU LINTEL J REINFORCING STEEL: , 1 t ; 3. THESE NOTES SHALL APPLY EXCEPT AS OTHERWISE INDICATED BY THE MIN. COVER, IN. MINIMUM OF 4" CONCRETE COVER OR OTHERWISE PROTECTED WITH i .,P ` ,� ==' �` \I I OVER FUTURE KNOCK-OUT I CONCRETE CAST AGAINST AND PERMANENTLY A HEAVY COAT OF COAL TAR MASTIC. --` � �'� OPENINGS SEE ARCH'L. e --- DRAWINGS OR SPECIFICATIONS. EXPOSED TO EARTH 3" = e) /� �-�'J f\ DRAWINGS FOR SIZE AND 4. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR 15. PRIOR TO FABRICATION AND/OR M ODIFYING THE STEEL, THE A . -�"_�/l ALL LIKE OR SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY CONCRETE EXPOSED TO EARTH OR 1�lEATIIER CONTRACTOR SHALL VERIFY SIZE AND DIMENSIONS OF ANY NEW OR J LOCATIONS ). PROVIDE I I #6 BARS THRU #18 BARS 2" EXIST , WORK -_ II MARKED ON THE DRAWINGS. EXIS LING WORK WHICH AFFECTS HIS WORK. ANY DISCREPANCIES MIN. 1-#5 VERT. FULL HEIGHT I 5 BARS, W31 OR D31 WIRE AND SMALLER 1 1/2" SHALL BE IMMEDIATELY REPORT ED TO THE ENGINEER. CLEAN-OUT REQUIRED AT - -- i EACH SIDE OF FUTURE OPENING. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFORM TO ARCHITECT'S CONCRETE NOT EXPOSED TO WEATHER OR - ALL FILLED CELLS FOR STANDARDS AND/OR SPECIFICATIONS FOR WORK ON THE SITE. 16. DIMENSIONS AT FRAMED OPENINGS TO BE VERIFIED WITH APPLICABLE f--' - - - - - - IN CONTACT WITH GROUND \ HIGH LIFT (,ROUTING I 1 I SLABS, WALLS, JOINTS: SUB-CONTRACTOR BEFORE FABRICATION OF STEEL. IF ANY DISCREPANCIES 6. IF APPLICABLE, CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ARE FOUND, THE ARCHITECT/ENGINEER IS TO BE IMMEDIATELY NOTIFIED WALL r I AND CONDITIONS OF EXISTING BUILDINGS AFFECTING NEW CONSTRUCTION #14 AND #18 BARS 1 1/2" +/ L FOOTING I AND DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE #11 AD SMALL ER 3/4" IN WRITING. ARCHITECT/ENGINEER IN WRITING. LOW LIFT GROUTING PROCEDURE _ HIGH LIFT GROUTING PROCEDURE I , 11 . ALL GROUT SHALL BE NON-SHRINK GROUT (CRD-C 588, FACTORY 1. CONSTRUCT WALL TO HEIGHT OF 4'-0". 1. CONSTRUCT WALL TO FULL HEIGHT I 7, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIP ES, PREMIXED GROUT) TYPE D, NON-METALLIC. GROUT SHALL BE ALLOW MORTAR TO SET SUFFICIENTLY 24 FEET MAXIMUM ALLOW MASONRY } PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURERS ). I ELECTRICAL EQUIPMENT, AND/OR STRUCTURES SHOWN ON THESE TO WITHSTAND GROUT PRESSURE. TO CURE AT LEAST 3 DAY S. ' -- i I INSTRUCTIONS. DRAWINGS ARE TAKEN FROM EXISTING DRAWINGS BY OTHERS. THE - r I CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING TRUE LOCATIONS Y P_CAL HEADER 2. INSPECT UNITS FOR ALIGNMENT. CLEAN 2. CLEAN CELLS, WHICH ARE TO BE GROUTED, ; I _ ; I 12. BASE PLATES SHALL BE GROUTED IMMEDIATELY AFTER BOLT TIGHTENING BEAM- (2) #5's S OUT CELLS TO BE FILLED. THROUGH CLEAN-OUT PORTS. ; \ \ ' OF EXISTING UNDERGROUND UTILITIES, PIPES, ELECTRICAL EQUIPMENT, a „ AND/OR STRUCTURES THAT MAY INTERFERE WITH THE CONSTRUCTION NO MOISTURE OR FOREIGN MATERIAL SHALL BE ALLOWED TO COME ,, `�o CONT. E I L L W/ 3. FILL CELLS TO 1\ BELOW TOP COURSE. 3. PLACE GROUT IN 4 FOOT LIFTS AND \ OF THE BUILDING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IN CONTACT WITH THE UNDERSIDE OF THE PLATE OR ANCHOR BOLTS 'o° 00, 4. DELAY 3 TO 5 MINUTES PRIOR TO CONSOLIDATE AFTER EXCESS MOISTURE DAMAGE TO ANY OF THE ABOVE ITEMS AS SHOWN OR NOT SHOWN. PRIOR TO GROUTING. -` /,�° :b ,°� 3000 PSI 3/8" PEA CONSOLIDATING TO ALLOW WATER TO BE 4. HAS BEEN ABSORBED BY MASONRY. \^ \ GRAVEL R A V C L C N C. MIX ABSORBED BY MASONRY. PLACE THE NEXT LIFT AS SOON AS \ 8. GENERAL CONTRACTOR SHALL INSURE THAT THE MATE RIALS ARE IN 13. MIX DESIGN SHALL BE DOCUMENTED IN ACCORD WITH SECTION 03300 I COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. OF THE PROJECT SPECS AND AC{ 301. CHAPTER 3 "PROPORTIONING". ' 1 POSSIBLE BUT NO LONGER THAN ONE ! } MIX DESIGNS WHICH ARE SUBMITTED WITHOUT THE REQUIRED . 8" C M IJ ER a • HOUR LATER. DOCUMENTATION MENTATION WILL BE REJECTED. FIELD SLUMPS RECORDED AT JOB 9. ALL MASONRY WALLS BELOW GRADE SHALL BE BACK FILLED ON BOTH SITE SHALL NOT EXCEED THE SLUMP ESTABLISHED FOR THE MIX 12" CMU • SIDES OF WALL SIMULTANEOUSLY. PROVIDE TEMPORARY BRACING AS I= • Ci as REQUIRED TO ADEQUATELY SUPPORT STRUCTURE DURING CONSTRUCTION DESIGN. _ r AND BACKFILLING. BRACING SHALL REMAIN IN PLACE UNTIL ALL FLOOR 14. CONCRETE SHALL NOT BE POURED IN WATER OR ON FROZEN GROUND UND in I HJR L 16" D,C, I Lu AND ROOF CONNECTIONS ARE COMPLETE. ALL BACK FILL MATERIAL NEXT AND SHALL BE PROTECTED FROM FROST DURING CONSTRUCTION. .¥ In ' - I TO MASONRY WALLS TO BE PLACED BY HAND AND COMPACTED. NO s YP, CI) HEAVY EQUIPMENT ALLOWED. 15. ALL DETAILING, FABRICATION AND PLACEMENT OF REINFORCING STEEL, I Q MIXING, HANDLING, PLACING, FINISHING AND CURING OF CONCRETE MI ° SHALL BE IN ACCORDANCE WITH ACI-315 AND ACI-318 LATEST r y� o moo° ? < .a to LL EARTHWORK NOTES EDITfQN. � I ctio (1,5 141 VI ° 1 r"-- z *- 2 as ea 1. THE FOUNDATION DESIGN IS BASED ON A SEPARATE, SUBSURFACE 2 : � � ,- • ,r _s? -- TYPICAL BOND BEAM . a ,� -� a GEOLOGICAL INVESTIGATION; REPORT AND RECOMMENDATIONS BY - I N © 1... ' SEE DETAIL - _ i c °.° - GEOSCIENCES, INC. , IF AFTER EXCAVATION, SOILS CONDITIONS is ARE ENCOUNTERED TERED WHICH INDICATE A SOILS BEARING CAPACITY OF . FOR NUMBER OF , '.'' I LESS THAN 1500 PSF, THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED - T Y P , HEADER BEAN S E C T I _- N BARS AND SIZE a - C -+ an c� AND THE FOUNDATION DESIGN. REVISED, IF NECESSARY. ALL GRADING NI cp > N AND FILLING SHALL BE ACCOMPLISHED AS RECOMMENDED BY THE MASONRY r� '' W t m -� I GEOTECHNICAL ENGINEER. GENERAL CONTRACTOR SHALL GIVE PARTICULAR NOTES�� °� W mat ATTENTION TO MAINTAINING GOOD DRAINAGE, DIRECTING WATER AWAY I "an 1 ›' m V- I , 1. ALL HOLLOW CONCRETE BLOCK (MASONRY) SHALL CONFORM TO a �' FROM FOOTINGS, FOUNDATIONS AND FILL. ( ) ©- t I ASTM C90, LIGHTWEIGHT, TYPE N1 WITH A MINIMUM COMPRESSIVE -Y P C A L BOND `� Q ' 2. ALL SITE PREPARATION, FILL CONSTRUCTION AND BACKFILL/FILL STRENGTH OF 3750 PSI ON THE NET AREA AND 1875 PSI. ON THE 1 OPERATION_S SHALL INCLUDE A QUALITY CONTROL PROGRAM CONSISTING GROSS AREA. (F m=1500 PSI). BEAM- (2) #5's OF BOTH V ISUAL INSPECTION AND INPLACE DENSITY TESTS BY A ' y'c'o c, C D N TILL W/ x i f r QUALIFIED SOILS ENGINEERING CONSULTANT. 2. ALL MORTAR FOR MASONRY SHALL CONFORM TO ASTM C270, TYPE ©o© �� m I • I t I M OR S USE TYPE N FOR BRICK AND INTERIOR .NON-LOAD �_ I a 3000 PSI 3/8 PEA I 3. MATERIAL L TO BE USED AS STRUCTURAL FILL SHALL COMPLY WITH BEARING PARTITIONS. ALL GROUT FOR USE IN MASONRY SHALL °�°a z ASTM D2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SM, SW AND SP. CONFORM TO ASTM C476, 3000 PSI © 28 DAYS. GRAVEL C C N C, MIX til. THE MATER IAL SHALL BE FREE OF CLAY, ROCK OR GRAVEL LARGER THAN H CMU, E R A - 3. HORIZONTAL JOINT REINFORCEMENT fN MASONRY WALLS SHALL BE • I 2 INCHES IN -ANY DIMENSION, D EBRIS, WASTE, FROZEN MATERIALS, �� I CONTINUOS TRUSS TYPE OF NO. 9 SIDE RODS AND CROSS TIES 12 CMU » z ,,° VEGETATION AND OTHER DELETERIOUS MATERIAL. • ■ w �. 1 i ' I OF GALV. COLD DRAWN MILD STEEL WIRE CONFORMING TO ASTM A82. • MI < y 4. REMOVE VEGETATION, DEBRIS, UNSATISFACTORY SOIL MATERIALS, I' ¢Pc4 a OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE 4. DOWEL ALL VERTICAL REINFORCEMENT FROM FOUNDATIONS, HOLD l • © Ld < y' PRIOR TO PLACEMENT OF FILLS. PLACE BACK FILL AND FILL IN LAYERS VERTICAL BARS PLUMB AND MAINTAIN MIN 1/2" GROUT BETWEEN .. `IT : o F- N©T MORE THAN 4 INCHES IN LOOSE DEPTH. THE TOP 12 INCHES OF MAIN REINFORCEMENT AND THE CMU. COMPRESSIVE E STRENGTH OF In _: HJR @ i 6" ❑,C. U `� LJ _1!! I I SUB GRADE AND EACH LAYER OF BACK FILL OR FILL MATERIAL SHALL BE GROUT IN ACCORDANCE WITH_ ASTM C1019. -Y P i L ,;; z TYPICAL CMU/ I 111111 i- III 5 Q ¢ - • HABEL WALL CONSTRUCTION Immi it (Di COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY IN 5. MASONRY IS TO BE LAID IN RUNNING BOND UNLESS OTHERWISE NOTED. MI n w _i Q ACCORDANCE WITH ASTM D1557. ALL CORNERS AND INTERSECTING WALLS SHOULD INTERLOCK. II ■{" a ` _ al LILI Ca 5. "ROCK" IS DEFINED AS THAT ROCK MATERIAL SO MASSIVE AND SO 6. FOR HOT WEATHER CONSTRUCTION, IMPLEMENT THE FOLLOWING s pj lk FIRMLY CEMENTED IN PLACE THAT IT CANNOT BE REMOVED WITH THE PROCEDURES WHEN THE AMBIENT TEMP. EXCEEDS CONDITIONS BELOW: r IN CONTRACTOR'S NORMALLY FURNISHED MECHANIZED EQUIPMENT AND a 100°F OR I_= R LA_ ' linj Z EMOVAL MUST BE ACCOMPLISHED WITH THE USE OF SPECIAL METHODS �b)90'F W/WIND VELOCITY GREATER THAN 8 mph .1 I Z AND MACHINES, SUCH AS -A HOE-RAM, JACK HAMMER OR EXPLOSIVES. V) <X a. DO NOT SPREAD MORTAR BEDS MORE THAN 4'-0" AHEAD OF Z _ - Ill < 1 n WHEN ROCK IS ENCOUNTERED IT SHALL BE REMOVED AT THE AO CONTRACTOR'S PREVIOUSLY IOUSLY STATED UNIT QUANTITY ($/C.Y.). MASONRY. Q b. SET MASONRY UNITS WITHIN ONE MIN. OF SPREADING MORTAR. - C3 f I ANCHOR BOLT NOTES TYP , B ND BEAM SECTI N w C�►7� NOTES _ . �:. I 1. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 GRADE DE "A" AND BE STRUCTURAL S 1 STEEL NOTE' S cI1 a. '., I PROVIDED WITH HEAVY HEX NUTS AND 4" HOOKS. -4 = 5 I 1. STRUCTURAL STEEL MATERIALS, WO RKMANSHIP AND PROCEDURES _ • i 5 2. WASHERS MAY BE "MILD STEEL FLAT WASHERS" (CONFORMING TO ASTM 7 r� I 6-27.2) OR "PLAIN HARDENED WASHERS" (CONFORMING TO ASTM A225). SHALL BE IN ACCORDANCE WITH THE AISC "MANUAL OF STEEL © Q 5 ' HJ.R, @ 16� C TD C CONSTRUCTION", LATEST EDITION. © as 0 jil; I 3. ANCHOR BOLTS SHALL BE THREADS© FOR FULL PROJECTI©N ABOVE M x w UNLESS OTHERWISE NOTED I CONTROL JOINT UJ ►ROUGH CONCRE. a 1 2. STRUCTURAL STEEL SHALL BE ASTM A36 EXCEPT AS FOLLOWS: `r I I 4. ALL ANCHOR BOLTS SHALL BE BROUGT TO A "SNUG TIGHT' CONDITION ALL STEEL BEAMS ASTM A36 (UNLESS NOTED) w I 1(THE TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH STRUCTURAL TUBES ASTM A500 GR. B 4 6x6 \,I2,i/W .l W.W.F. 3 a I OR THE FULL EFFORT OF A MN USING AN ORDINARY SPUD WRENCH). STEEL PIPE ASTM A53 GR. B y. J Q . NOTE FOLLOWING THIS INITIAL TIGHTENING, ALL BOLTS SHALL BE RE-TIGHTENED f �, _�_ q U # ALL BARS TO DOWEL A MIN. OF 'in TO THE "SNUG TIGHTENED" CONDITION. 3. BOLTS SHALL BE A325, 3/4" DIA. (UNLESS OTHERWISE NOTED). -- d a w 0 u 8u INTO FOOTING STD. �- 1°2121. _)/) HOT DIP GALVANIZED CONNECTIONS M a © J © ; w I O FOO ING W/ S D. H❑OK. D IN BEARING TYPE CONNECTIONS WITH THE THREADS INCLUDED IN SHEAR PLANE (2 BOLT MINIMUM). LARGER - , © `' Q v 5 5 BAR T❑ PROJECT A MIN. OF 40 CONCRETE AND GROUTING NOTES ) ,� CMU-SEE PLAN \ DIAMETER BOLTS (UP TO 1 1/4") MAY BE USED 1N THE VERTICAL : _1 BAR DIAMETERS ABOVE TOP OF DRAWN BY: SR E . : � w FOR SIZE TO RUN C ' 1. CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED IN ACCORDANCE WIND BRACING SYSTEM, SUBJECT TO THE ENGINEERS APPROVAL. - > .7 EDDYING, BARS T CONT. -� r. CHECKED BY: WITH ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 4. W ELD ING ELECTRODES SHALL BE ASTM A233, CLASS E-7 0XX. 6 MIL. VAPOR `{ < T/F TG. " b " INTO BOND BEAM. GRANULAR FILL AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" 3 C 5. FRAMED BEAM CONNECTIONS SHALL BE STANDARD DOUBLE ANGLE BARRIER mi £ ■n in DATE: 03-22-07 2. CONCRETE SHALL HAVE A MIN. ALLOWABLE COMPRESSIVE STRENGTH CONNECTIONS AS SHOWN IN TABLE II OF THE AISC MANUAL, UNLESS r '� ' I I OF THE VALUES SHOWN BELOW AT 28 DAYS. CONTRACTOR RACTOR SHALL OTHERWISE NOTED. EXCEPT WHERE BEAM REACTIONS OR CONNECTION S i /4- �$ -Q COORDINATE ALL CONTRACT DOCUMENTS FOR T HE LOCATION OF ALL DETAILS ARE SHOWN ON THE DRAWING, BEAM CONNECTIONS SHALL COMPACTED SOIL - I ANCHOR BOLTS, FLOOR DRAINS, INSERTS AND ALL OTHER CONCRETE BE SIZED FOR HALF TH E UNIFORM LOA D CAPACITY OF THE BEAM I l ' PR GT X37_, _.0„1., EMBEDDED ITEMS BEFORE POURING CONCRETE. AS TABULATED IN THE UNIFORM LOAD CONSTANTS SECTION N OF THE I I 1 1 I I s 7 INTERIOR SLABS ON GRADE: - F'c= 3000 PSI W/ 5" MAX SLUMP AISC MANUAL. - I I FGLADATw�dS: F'c= 3000 PSI W/ 5" MAX SLUMP I ; # ALL OTHER STRUCTURAL CONCRETE F'c= 4000 PSI W 4" MAX SLUMP 6. COLUMNS SHALL BE MILLED AT BASE PLATES AN D SPLICES UNLESS t OTHERWISE NOTED. :::'_'*-ili TYPICAL CNTR L J : IN - � : N I .- -_ \i I I 1 y- : - - - - - w. - - - . - - - -- - - - - - .r4 . 3--. '=rte. __c ,> - n_4 - . • • , • - , f - , : r ,s ; : , , t i , (Tr.::77 == ; ;FR LNISION S 1-- = —771 , ii - - - - = - t - _ - { - z: v a�•. E _ -� i , # � 'r°u''' s ..,�_ .... _ ivc .�-serer, P � � - _ - _ _ - - - a 1. -. , < .,....-+%......�-,<... «. ,._.._. � _ _ �w < ` ` t ,..�+-acs _ tt gj s s —§ j}f • - - - _ - - - - - - 4 F} S rF :c ..•Ira<,,fu r. 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