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HomeMy WebLinkAboutB15-0179 030-136-057ht BjfIIE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING Submit completed form to person or by CONSTRUCTION DEBRIS RECOVERY FINAL. REPORT mail to: Final inspection will not be scheduled until completed report Submitted Butte County Development services- BuilQmg APN_ �J� - �� —� �/ Bullding.Pertok # 7 County Center Drive Oroville CA 95%5 �/ Owner Name: r/ 4 j hOwner Phone: f 1 Jobslte Address: 2o!o pro)act Type: O'Construction 0 Demolition Jobalte Contact Company: Jowlte•.Phone; I MATERIAL Tonnage.�..Tome : Iomw ACTUAL FACILITIES/SERVICE PROVIDERS.USEO Inert Materiai (cwm•se, "Oo p Lumber PlarWTree Debris Dry Wan Metal Cardboard Other, Other. - Total tons of material disposed of (not recrged or reused) Total tons of material not disposed (either rocyded of reused) Attach copies of weight rteeipta, gats tags,: or other verifying. information for all materiali Pew that were reused, reiycledor disposed. Please sign IrtdioatirV that the above kttamwdm Is true and correct to the best of your knowledge: Applicant Owner or ConblaC M: T Circle whid DIU• i •• Final Report nturm•d with comments: ( Date. Final Report approvedi,(Baltding Inspector) Date; K-WHDIN(112011 Wpptuvod fotmsut" arcen Bld& forms%Wa to Divemion-Recycling foims.doc . - Construction & Demolition (C&D) Recycling and Salvage Information • General waste Savitxx • Recblogy Butte Colasa Cantles 538.5868.342-2222 Waste Maangeaxot 893.4777 • Northern Recycling dt waste Services 876.3340 Material Reamory FadHtkss, • Recobgy Butte Cohise, Counties 2720 S. 50 Ave, Or Ale. 533-5868 • Neal Road Recycling & Waste Fac ft 1023 Neal Road • Knife Riva Coawuotiom Co, 1764 Skyway, Chico. $91-6555 • Granite Construction Co. 4714 Pacific Heights Rd, OrovillG $38.7616 FhRares and bnHdbw Materials: • ReStcre (Hsbitet for Humanily): 220 Meyer, Chico, 895-1271 Thispmrtial list is for in M.Mlional FmPOM only and not an t of any proilu s or . sesvioos, Scrap Metal: • 7 Om4ldoo Hwy Durham, 342.4930 • Chico Scrap Metal 766 Oro -Chico Hwy, Durham, 345-1476 • Nomd Recyclers 1855 Kusel Rd, Otvvillc, 532-0262 A d/Weod wastes: • North Valley Organic tecyclmg 4441 Cobasset Rd, Chico, 624-3$29 • Reeoolgy Pu to Cohua Cornua Recycling Qater 2720 S. Sm Ave„ Orov lK 533-5868 • Euthworm Soil Factory Neal Road off Hwy 99,895-9676 • Town of Paradise vegetative waste Fae ty Clerk Rd. & American way, paradise 877-0824 • Old Durham wood Co. 342-7381 • Neal Road Recycling & Waste Fadlity 1023 Tieal-Road t Cardboard: • ` Chico Strap Metal 878 8 200 St, Chico, 343-7166:. Chico Transfer dt Recycling 2569 Scott Ave, Chico, 893-0333 • work Thh tg Center 2300 Fair St, Chico, 343-8641 • Nor -Cal Reayclers 1855 Kusel Rd, Oroville Other Resonras: - • Or= Building Information www.epa.8ov/epaoswarnon- hw/debris-newrmdcxJ tan • Butte Camay Public Works Dept Solid Waste dt Recycling Division 879-2352 i wwwAtcycleButtemet ; . Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Facsimile www.buftecounty.net/dds www.buttegeneralplan.net ADMINISTRATION " BUILDING' PLANNING i MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS THAN ONE ACRE The BMP's (Best Management Practices) listed below must be in, place during the rainy season (October 15 through .April 15) and may be required at other times based on,weather and site conditions throughout the year. The BMP's listed are minimum requirements and additional BMP's could be required based on site conditions. • Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over construction grade fabric. • All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet or during a rain event there shall be no tracking of soils onto the street. • Wattles installed properly behind curb or sidewalks. • Rock bags (minimum 2 -per side) at all drain inlet locations within 150' of the project site. • Internal filters placed inside each drain inlet. • Trash bars across the back of all drain inlets. • Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion blankets may be used for this application) • Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets may be used for this application) • All paint, fuel, construction products etc. shall be stored in, a covered location away from sidewalks and storm drain inlets. • Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and at least 50' from the nearest storm drain inlet. • All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint buckets, cleaning material containers etc. come in contact with any rainfall or storm water. runoff. • Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this application. Rollaway bins.may also be used. All concrete washout systems shall be placed off of the paved streets. • After installation of the above items is complete a maintenance program needs to be developed to insure the continued effectiveness of your BMP's. K:\BUILDING\2011\Approved formARes Green Bldg. forms\Erosion & Sediment Control Measures.doc • _ — — — _ . _ H19 36' 00' E 107.80' 5 89 36' 00' W 135.58' • - - i saes Iq�"-- 4� IwuvAx NOTE: Property owner is responsible for determining locations of property lines and easements and I required setbacks from property lines and easements. A survey may be required if determined necessary by the building official. „.. , 5 89 36 00-,w„ 7500 • S 89 36. 00- W 75.00• _ S 89 36_00- W 75.00'-- — — _ -Wood f— 5 high 5 89 36' 00- W 75.00' - - S 69 36' 00• W —75.66' — — - - woos len 5high- 1 ! ! ' IAroFCAvc I 1 Rn I ; w '•N Z , I - _ 7.1 '•y E- a--- io'-G• .. 'y r - ! c �3 I E _ = 3 �- LIA E=--- I - -RA.Ial7. 1 E 3 ` I a__ i I j" - =- -'----`--c[t--�<_ -:» I - ; r" - =--- •1A106GW ! d Concrete16 / I Concrete C—t. MUM dNeWer y - -�- YVONDSC�--�------------------� woswE-"eosrwe --- -- 116 _c es 36' oo w 73.28° —' — — — —' S 89 J6' ao w' —7s oo — S e9 3ir ocr w Ts oo` —, — 6 es 36 00 w' is o0 - — s el9 Ss' ao -w oo -' s 69 36' oo -w -rias' / i-30.62• Q.88 18 00 olWeno7.�. ala,. (°) •� _.. : © LJ I`� ® Concrete • ' < IJ•� , PIAN - a SR. BATH RES IDT 22 •SRT fiA-�3 BR,/4e8AM 801.30-: I... SITE PIAN - 3 BFt 2 BATH RES. 18 r'••1 ! ;• ' l TgNS: Floor Arta; 1.576 4, Geroge MEA' 110115• ipw Ihk 1.396.4 �� ' AREA EAµQAATWIPM Flow Ar -1.39 4. Geroge . �• aec 193 4 oea: 311 11. Tnllliie and Entry Pacts 193 4. W 7+ 10 . S72 4, Tn�e and Entry Darol1 aea 369 4. 311 4; 7f6Ne ondtFilt7y, PaTh ; �� _ — _ — _ — _ — _ — _ _— - — p.•7 A • Vee: 13."1 4 9.BS1 4 INO CONSTRUCTION IN � ��'.;----°----------- . -- � •, 1 '- _. _,.. _ ._.�_----... ..- w' f 'EASEMENTS I � � �' ' - ®{ * .. .© ® ® I'-� Z}E'PHYR BE OUT ! i `� :..,, OKA eLae j ALL PORTIONS OF STRUCTURE TO I �' + - "a° ""0 an0 g""° (°a = w w - _ ` CD OF EASEMENT -INCLUDING FOOTINGS, ! i i-i�.a2 s e9 x oo w 8613 Propeq �• ._ _ _ yi _ '�� - x_69 36' °0• W .A%9 9ne - - -'- s e9 x' oo wr �` '";` " ''' \ i-iior I I 'FOUNDATIONS, WALLS, EAVES AND ROOF I • x-90 �' - - j i - �' ' �- fi=t' T ra _ - r ' _ — ` 1 a2 ao �' PSE __ I yA- - - _(,'� ." .d----;�-f-----I------ � 'The 2013-CBC,',CMC <CPC ,OEC -CFC \� g IC 1W •1 - ......... . t.r! <# ..7:.. 1 N 89 38. 00' E 68.00' PrePeAf hie N 69 38 .—.—.,— I ! N 89 36' 00• E 86.13' Properly Or' � •. E'J, - — . . — . — . 4- - -!-- Title z4 Regwrements energy . ; SI 1 I 91 i Requirements Refer to attached I i i ! energy certificate of compliance for i specific energy requirements for this I i 1 I I I � , •I ! , I I , ! l0 81 !' I I� W 8 ~ II !: ml 18 61 '` Flood Zone; fl I D6ao'�2,,gA is ! ! FIRM. 7C�Oi � �\ I ---------- T - -------- --------- ----------- I 6q1 P`a a or(m 81mo. Nevado 89103 (771) 3J1-ia9a ed 711 )18.3699f No. 07705 7705 I8 I I• ; ® ( , I' Complete construction Post Debris Recovery V.O.C. documentation and I `-Si .'. CGBC and 2013 Callfomla Energy Standards as amended by the jurisdiction 0 _ ! it: I final report and ksubmit to Building Division prior to final I ! ...A Y,� r rte%+► • j apply to this project I 2 a ! ! - I , I I .._ , I e Ee1)ildine inenoetinn_t+�---.�-.-1Y�2SAlT 1 I � Ixm �s 1 C�n1 m c V itNOTE Siff CONDITIONS I `°"P l �, _ t� j [See'attached- Minimum erosion control and 'sediment less 8 ------------------------------ BUILDING F I: ' MASTER PLAN la PERMIT NF- 7? �- + #•9'boaZ '• �I ' FENCINEERING BE REQUIRED IF ANY OF THE FOLLOWING SITE N W NOQ I= I ;l controls for projects disturbing j 8 1 ! than one acre (` E . I SSESSOR'S PARCEL# 030-'3� - I r / ' MAY ARE 03SERVED AND NOT SHOWN ON THE APPROVED i8 i ° _ PkRMIT# ' `+BUTTECOUNTY NDITIONS EXCESSIVE SLOPES i------' l j Fire sprinkler permit will be' squired I ......... . DEVELOPME SERVICESNS: I ;g -V I ! I ; c EXPANSIVE SOILS m. IN I I ! for this 'structure separate . lermit will I I CODE (i M UAf�l�E ! ! I I xt . EXCESSIVE CUTS OR FILLS TO NATURAL DRAINAGE 1 I be required to be issued prier to rough 1 1 . , DATE �� IBY- I. ALTERATIONS OTHER UNUSUAL SOIL OR GEOGRAPHICAL ' ection I I 'frame It1Sp +} s I M� 1 J' i I I I , CONDITIONS I I � ' N 89 >8' 00• E 86.00• Ona gn. ProPer�l i IC 1W •1 - ......... . t.r! <# ..7:.. 1 N 89 38. 00' E 68.00' PrePeAf hie N 69 38 .—.—.,— I ! N 89 36' 00• E 86.13' Properly Or' � •. E'J, - — . . — . — . 4- - -!-- Title z4 Regwrements energy . ; SI 1 I 91 i Requirements Refer to attached I i i ! energy certificate of compliance for i specific energy requirements for this I i 1 I I I � , •I ! , I I , ! l0 81 !' I I� W 8 ~ II !: ml 18 61 '` Flood Zone; fl I D6ao'�2,,gA is ! ! FIRM. 7C�Oi � �\ I ---------- T - -------- --------- ----------- I 6q1 P`a a or(m 81mo. Nevado 89103 (771) 3J1-ia9a ed 711 )18.3699f No. 07705 7705 I1 /26/'1111 k �m«.prirc.d 010 &—in 140107 A1.0 0 . 1 6 2 a �a aQ Ixm �s C N cry C�n1 m c V ? m 0 . n 01 CL: d N W NOQ Sale I1 /26/'1111 k �m«.prirc.d 010 &—in 140107 A1.0 - TAIU 4.SN. 1 9 _ B . REVISIONS . . ADHESIVE VOC LINIT42 •. 4. - w. - I.css Teter and IA E. -Pt Compmutds in Gums per Litor- ARcHrLICTIRiALAPPLICATIONSCURRENTVOCLIMB - - - - - - - I.fr.. dheosx is mal to band dwnmitareuleheta mgd6a, the dh..i-•ilh - - .. t Co I. solk the highest VOU connadduill be alloaxd -• - s ' ARCH ECTURAL APPLICATIONS CURRENT VOC UMR - . • - - , seSite put.- 2. Famio addhoml mfotmn tcgmdmg mahods to mmcmc the N OC cotdmt - .. I Windt. trellis - ee Root Framing Plan- . . aptoill .sa- . 8'9 fndnraeadhaho 30 44 C.ryapdAaivo SO 30' ' 14' (hedaares".dharix. ISD .. .. - y . S• 4' - Wood • Wood 1lwiug sdluaiao 100 - 7'- 5'-8• I a ftabbaBom odMia'o W66.61 - . - I x6 Wood pont I . . 1 I I} Can ate dfm.aY see Silo Pbn 51ADumaivcs 5lJ .. - .: _ _ I- �L -- "� _ -� ... . C til. adbor cc 65 r - 6x6 Wood pons _9.6 W"; - . vtr,oa.t nlae,dhaiax.w I O O T - I)rywanmd rc).d1- 5(J - - - - - - Kah�otpaoconmuaim adhesnoN - - - - - - post S� will gtrmlg adh�nes 100 - - - 6,6 Woes t Singbplyfinemhnrcadhmi-250 - - - woo, m " (Rha adhoivu not cpocifially lctod 50 - . . Atli - •� - - - .. SPECIALTY APPLICATIONS - MN: rdding 510 .(31%'C adding 490 .. - oe�-Fremin -rte t DINING OL -EEE • ADS Wdduay ass6a6 woos Post ! I - - - I ADS c�nf;325 Mng 230 _ - 9 I ! -1 - :ldn iva ptimtraravvz plastic 550 - _ Conn. tvftcai%� so 102. � - - - - - - - Sieuslpurpseamlual.11 wJ311 _ I- - Onv way trellis- se. Roof Framing Plan -y �l . Swaamissvod lmmba adhaiax 140 I .Concrete patio _ I- I z .A 1'ap.ndtr®odhesn 25U . - - ,Concrete entry 2'-5• 3 5 -9�' II�- . SUBSTRATE SPECIFIC APPLICATIONS - _ - - - I I enby funding LIVING . I r I_ -. - - m r-• { Mehl to mm ta130 •i }p� "p,� -i 101 I - - - - - - - - - r plastic[ ma 5004 ,� I I T - ^ - - - - - - lamsmstaiel(gmytnod)w _ Wand i ? I �-- -' - - . .-� O "Wood s30 I., I'. 301 Wall cab.. IIW`'I TABLE 4.601:2 " .. - - 3068 I eese ..to,0 i34•. r/ 616 Wood post . SFAUAT VOC 1.71fIT - - - - - . ENTR r --.v - °O DDme. tori Ss nt _ - - _ . Less Toter mrd Less Exempt C.Op ..ds is Gras Par Li ler6x6 Weod pont t00 •I ' . I V-d,sposal -. - - - . SEA -ANTS CURRENT VOC LIMIT - I .. 1 A.hh =.l25o KITCHEN s T -�6 _ ,�r� _ K1.nmdaik7M) _---_-_-_ I Poor ' n I 103 i .walk - - W Nnn-mmlh emof300 -IYj- fix6 Wood t / _ . I '.I "' eo7aloH s l _ars L N Sing6plywofaembrsrc 450 ° rI r-1 7-8 3-5 3- 5e 1 29'-p y�r 2668 ___ ) 1 •. \ . (Div 420 _ d N r SEALAMPRIMERS - - - - ,( I I I Dm ketsw adj. A L S �.<� ' AnliBeaunl � � - - 2 - W .i-_-._-_-_-� 2168 ' ' Nalpnmu 230 . - Fame TT) - - '3" - .. _-_-_ ICU win cap Mndifradhibvv tans 5M IISRP i 3p• I Kanas dui T6o - - - - - �° ' 20 Nin. label deer and frame ; ZEPHYR Odv 7N1 - Pr. 2668 Bypass �' TILI ./ self -.1m I - mrh,-- 7AHLLr 9.604.:1 > _ :� BATH. v R VOC MMM LIMITS FOR ARaUTECTURAL COATINGS2,3 - - I ' sJ HALL 5 Dry - NOTE: 3•. ilio, able. .0 I . wean nue lint .iM minimum Gram., of YOC per Liter of Coating. - • II - -- -- - 30• Wan c -. vertieel length of 5'. Less Yater and I- Exempt Cmlpounds '------------1� 'I BRM_ 1 @ GARAGE est corwenstn MAT04G CATEGORY EFFECTIVE 1/1/2010, EFFECTIVE 1/1r2012 - - _ 106 W.H. si NOTE: Finish %m . 1. (roma of 4'OC Utcr of to to and inch ' amm < - - ® 9aroge iMmi. NerJlan.ae •„. pa oDmingi= di,a. ding plaompwnds. 'i • I T y/,C I Wold nd c i5/8'Vo Sa Y'<n 2 Tbc spcditsd limit. ranain ineffectual- rvvum l ds ae listed in sak t - G 3 1 _ e. nq r/ e _ again v :Tr r W. II^ u ___ FAU. ore T�De •1(• 9YPW' lope. I calum- In he I.N.. - I ' i - 4' o a d texture and point " Roll -i I Meeh. I 604 P.-Drhe 3. Velmsin this table ere derived Item Mae specified by [be Celi(mmia Air Rnnmen F Y - ,pl _ -b TTuy/ M. BATH e I Ram, Newels 89303 Ilrmrd, Arehitoelaral ('.rmfings .%SS. dI Cmtml Massy, rd -.q 1 - - A ' I 3 y -t - m ahl5.< I - - - _ _ _ - _ A (775) 3514694 eel r ; nOif. 3fo a information h mailable 8® the ;-,it ltnovtoa Board. - 4.1. i5-1 A4.1 (775) 328-3699/- F7st cratinpp 5(1 L - - •i S$oroge --- �11(�Iz-.- Nrnflet an bags 100 S p O� GB -3 I 21• TB 24' TB _ �' I - 1. NmDat-high gMn autingw 1 NI - i __ - _ - _ 3068 - - Specialry Coatings - __ _ __________ wood frame 7�%j `p I $ I d ea I / / 1 t e'- 2'- F aril platform I ^TWry U amend peci tr on 4U11 _ _ - _ - Pr. 2668 ByWn I e I" ,$ 5�' 0�• Ilasmrnt rpmwltV omtwgp aYl - y P . I Concrete Bitumvmm rwfamtings 50 P01MIT 7f - 11'- IB• high. w Ik as REOSfERE �' Ritnminaus-fpnmen350 130 DEVELOPMENT SERVICES I - 8' _ _ P o6B' Ides TI, nd n abm aril - o -- -- n�nn2r/p mj` I ? (oncrtcaanngaampounds3N REVIEWED FOR I - �n� bracke.a ('macldmramry smlm 100 \ lAivamy-1-50 M LIANCE S k.P - - 3 CODEC BRM'2 M. BRM \ 3ofie O -O Drying mnings150 �v - Fent f fishing coativgs 3)0'' /t / (� 1 i . F'iro mialiv<cwtings 350 pA� - - •• \ �5,-{•J M . F7mr ttmDnfp 100 I � - tll �� I ' ' Yoim-ralcnu ppmpmmds 250- (kylhioamoestirp sign Mint.) 500 High temperature canting, 420 - �` , _I < ___ ____ - \ - - � Industrial mmntetmaa umtinss 250 Y \amio temro -1 acuding, coots IINI 50 B - 0 - - - - - 6068 SI� GI D, 6x6 Wood poet- - - - J P. P 3NselHe pigmemed coa4ngs 500. T Tr1R.sn� 6.6 Woad post M.W..l r actings 250 _ COUNTY -LIJi _ •1 . j V-1 t •� I - - ��B• I _ r h P,anvpnrnt ssmh psimm 4211 lJ;(Y - L 6.6 Wood t 1 -) Cenerele patio slob �V�jj 1'umm, eaten, rmd unda000mis IUD - �.• pts - see Fw vPet,t Plan. ,LI so Reaetiw pmmmeg aeakn 33(1 JAN 2 3 201 - - - Rr.Lawegs 50 Rust presentative innings am 25f1 - - - - I O Q Sballms _ CI -720 DEVEI,pp I I x 350 AQN. ;► - I I I W L Spmreny prim-, realm and undaaaelas 330 100 UEw� r . Smrc amsdiAu„n•4)0 SERVICES r---? 11'_T• } 5'-5 IJ' 14' 3'}]'y V> Swimming pool aoativgs 340 j• 14'� ° 1'nlfOe madting eoategs IW - 44 :!'r Tub mal tilt fresh bnels 43) • , m C U Ol7 ° wmml.nalms m to -.HBe � �� •� B .Ti n � ori Wood ondtl,p 273 11 wood PA -au- 350 A O Aa. C D n •o z R Zs` -rich primm 34 P•1 w (v O Q ' FLOOR PLAN ARFA CALCUURONS: fber Areo; 1.396 e4. 11.. Garage area; 311 a9. ft.. TreOl, end Entry Perch Brea; 193 sq. It. Scale: 1/4'.1'-0• TABLE 4.604.5 - NOTES _ Sale FORNAIDEIIYDE LINITSI - - - - _ __I/a=1'.O'--... _ _ ralimtn Fatmsldallde F i66i- ill Parts 'Nillitvl 1. Em,na loll, 2.6 studs t 16• o. ./ 2x6 Radsood m11 and 5/8•< IY NAB../ 3•, 3•. 1/4• steel plot, rashers each at 48• e.c. and 8• from a e". Sheath ./ 3/8• Stme 1 COX py.eed or OSB ./ ad at 4• o.c edges and I2• e.c. field U.N.O. Ile.. 7 yut'. Double 2,6 top pwas r/ 48• by (min.) r/ (I6) lad saen side of joint - typical. Cory sheathing s/ 3 ml ape, barrier and finish ./ stucco, sand float tenure. Insulate Wenor sell cavities lith bwrn lone fm R-21 fib. Interior (oce.(Miah 1/2' gyped. ROOUCT CURRENT LIMIT JANLARY 1, 2012, JULY 1, 2312 Sea .tructuml for Imldosn locations and framing. ' - _ - - - -, 1.VaI-606uhlearedaisalfrum Muses-ifiadbyM.Cnlif is Air Rarmma 10/26/3)14 Lounk.Av'1'sas.0-!mI.M .farConpaite Wald. tested m as unflase 2. Interior wall, 2,4 etude t 16• .c r/ 2,4 Retroed sill pl. w/ pmAler actuated fammen at 21• ole. and 6• from and.. Install 5/8•. 4• MAS. ./ 2.4 ]•. 3•x 1/4• eland washen-each of each side of soil openings. Embed bola 2• in concrete. DDIe. 2,4 - wilhAS'I:NL 1333-56C=). I'm additional infotmetioq see CaVann4a top pl. r/ 48• lap (min.) and (12) led men aide of joint - typical. Fele No. Coda ofRegplafforts,'I'ilia 17, 5.6cals 93120 lavgh93170.12. 3. Mechanical HVAC -see Mechanical d -i t end ducking shell be installed In cocardance sIM IM ens p.4e uD 120 nga: equipment g requirements of, theyuidrgy mpsonce report and project specifications. zlnnmadmadm,ry eaboadha.mnsmomthinnsar3mllmaen r� y .!�^, `t't- Dim.bg/dowry HanMa:ld pl)�smlvrnmooro 0.03 � 4. Plumbing Griurn, piping, piping insubtian and oecn.orirs -see Plumbing Waring,: shall be installed N campy .iN thus gy camel report, app&able cadet and projxt specifications. Provide and install 2.5 stud clacking at grab bar anchor pointe - Itand-od pl),avad composite two 0.03 0.03 typical. 1 Pvrtwohns'd 0.09 5. Cabinet and eax.oh laminated plastic tirdan w/ mndomne drarer linen and tom -arm (Conan) wants low •/ 4• i I pl str�( legal'1 ton Mraoys r`R �..~ �^ A2.1 R :I 6: Oeaign, engineer and drove NFPA 13 campfmnl fire sprinkle, system and auDmit to gwwninq potnc agency for Ppprprol toll pp orad spin. ,s,sl ;j -000rd atq�v t esSProvjdn Rep eprinkL ! _ trot eqy d (or a complete and functional system. F��`-.�Se dr. d �r *mss r 4" t M, M r..L-Ili +ve of '1 ale �� � - . 0 Y- 71 J/4