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DIR-2009-09b
CITY OF CUPERTINO 10300 Torre Avenue, Cupertino, California 95014, (408) 777-3308 To: Mayor and City Council members Chair and Planning Commissioners From: Aarti Shrivastava, Director of Community Development Prepared by: Piu Ghosh, Associate Planner Date: June 26, 2009 Subject: Director's Minor Modification (DIR-2009-09) to allow the conversion of a vaulted ceiling area in an existing two story townhouse into a 257 square foot loft and closet space. Chapter 19.132 of the Cupertino Municipal Code allows for administrative approval of minor changes in a project. The Director reports his decision to the City Council and Planning Commission in time to allow any Council member or Planning Commissioner to appeal the decision within fourteen calendar days. DISCUSSION: The project property is located in a P (Res) zoning district located at 10115 Congress Place. In 1974, the City Council approved the use permit for the development of the Commons. The proposed conversion is contained within the footprint of the existing house and proposes minimal alternations to the exterior (see Attachment 1). Since no windows are being added, the project is not subject to any privacy protection requirements. The applicant has obtained approval from the Homeowner Association (Attachment 2). ACTION: The Community Development Director deems the project minor and hereby approves the modification effective June 11, 2009. The fourteen-calendar day appeal period will expire on July 10, 2009. Attachments: Attachment 1- Plan Set Attachment 2- Homeowner Association Approval Letter G: ~ Planning ~ PDREPORT ~ DlRreports ~ 2009 ~ DIR-2009-09.doc Attachment 2 COMMUNITY MANAGEMENT SERVICES, INCORPORATED June 15, 2009 Carol Ozaki 10115 Congress Place Cupertino, CA 95014 Re: Commons of Cupertino Dear Carol: Regarding the previous letter you received reporting on the Board's action to approve your architectural request for the skylights, this letter provides further clarification on the scope of that approval to guide the city in its determination. Other modifications you have planned for your property and discussed with the Architectural Committee fall into "interior" rather than "exterior" changes and therefore are not under the architectural control of the association. The association's approval was for the skylights because they are an exterior item. Since there were no other exterior modifications described in your application and the other contemplated modifications are interior as we understand them, the association has no objection. Sincerely, ~.~,~, OGER WERT Association Manager Commons of Cupertino HOA cc: Board File Piu Ghosh, Cupertino Planning Department 1935 Dry Creek Road, Suite 203 • Campbell CA ^ 95008-3631 ^ voice (408) 559-1977 =fax (408) 559-1970 COMMUNITY MANAGEMENT SERVICES, INCORPORATED March 27, 2009 Carol Ozaki 10115 Congress Place Cupertino, CA 95014 Re: Commons of Cupertino Dear Carol: This letter confirms the action taken by the Board of Directors on March 25, 2009 to approve your application for installation of two skylights. This approval is given on condition that you will be responsible for the repair of any roof leaks in the general area of the new skylights and the skylights cannot have colored glass. 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OZAKI FLOOR ~ ~ DESIGN g STRUC1UTtAL ENGINEERING CONSULTANTS 1870 Hamilton Avenue Tel: (408) 377-4000 ~_ ~ ~ ~ a B ~ g IV +: ° I(I~115 GONC~RESS PLACE ~J San Jose, CA 95125 Fax: (408) 377-4001 ~ ~ ~ PLANS * ~"'°I" m~° ~° ~~°°~`°°' ~ y CUPERTINO, CA ~ •w ~~~ ~~ ~~ ~~ ~~ ~ ~ g°s ~ o € ~~ ~ o .~ I I I I 1 I I I~ ~~ ~< < STIRACsE iiF ~ 7 ~ ~ ~ ~~ _~ ~ I I I I I I I I I/I ~ ~q g \ ~ 8 0 5 ~~ ~ ~ s ~ ~ ~ ~ ~ p+ ~ ~RjQj • 3 € /~ N~ \ A~~~~~ y m y ~ 1 ~ 6'2- I'9N.N Rn. cLE,eRe,+cF ~ R ~ III 3 -1 n x ~ nnx s D ~~ ~~ ~§~ ~ /~(l 70 ~ ~ 6 ~ ~ ~ ~ Z ~o: ~a ~~ ~~~ ~ ~ ,~ ~ s ~ ~~ ~ ~ ~~ +~ ~1 zm ~z 3 v N~ ~ ~~ ~~ -~ * ¢ Y YY! Y t WY r ~ ~ ~ ~o Q~ ,~ ~ D ~~ ~~ ~~ ~Kf A ~ ti ~ $ ~ O e o u o~~ ~ a~ se~ ~ ~~ ~ ~~ s~ ~~~~~~ ~ ~~~~~ ~~~~~~ xa ~$ ~ ~ ,s ~~ ~~~~ +~~ ~~ g ~~ ~a ~~ n g, ~ ~~ o~ ~ ~~~ ~~ ~ ~~ ~`~ ~" ~ ~ s~ <~ ~ ~~ ~, r `a 8 ~ y 0 rn F--1 b `^ ~ ~ L >~J -~- E . r L tF ~~ C C 6~ m f L ^ ~ f V ~ 1 yq is C c>a root 1 ROD ~ ~ A ~ ~~ I ~a AOIT 1 ROD v m G ~I rn~ 1\/~j1 F~ O S~ m C~ ~ I I m --- ~ -- r ~ I n ~---, ~~ New 61cT T I ~ ~ ~ 1 I . L----J I ~ H W -~ r-P Y ` , ~ I ~'~~ I 4 I L----~ I r I I -U __ ~~~ I d Z ~~ aaOYyY ~ ~{ Y~ ~ ~ ~ ~ ~ INtERIOR REMODELING FOR= PARTIAL ELECTRICAL *"~' ~ Rahmani & Associates, Inc. a ~ ~ MR. WHALL ~ MRS. OZAKI PLANS PLUS EXISTINCz AND x DESIGN $ STRUCTURAL ENGINEERING CANSULTANTS ~_' N ~ a ~ Ww g D Imllr7 CONGRESS PLACE ~ y kJ 1870 Hamilton Avenue Tel: (408) 377-4000 San Jose, CA 95125 Fax: (408) 377-4001 i3 ~ ~ ~ PROPOSED SECTIONS ~ Email: mrohma~l~h~~la.lq~.~ ~ GUPERTINO, cA ~~~.~ u ~ ~~~ -- Vn IRRS Lf P1 SIB RENSIDNS DAZE ENGNEER«AECDH~bPEAMRE0 r0 M1gFY Mb LA I I ENGWEERCP RECQRDb PERMirEO iDMWeY iHb Hardy Frame' Installation OACCpAMOWfEASPECWIC CONDIfpN DE E DEiMI rDACCODMODA,EA SPECIFlC DDNDIIION Shp 1: Concrete Preparolbn ~.Rr,~A~.wA '~ odd ua Hordr Frome Templala k aaurahhr plan embed both and Hardy Frome BaN A) Concrete an h a c l or E h ~ ~' '~ ~ y ~ / E y Br~ b RIADV FPANEa P ~ R[DUR: MoM„WERAmER EM~,D.. ~ "` ~ ~ ~ ) P"""" "• B) Alhdl singb ua (HFXi) iemplafa b a }armband d ladbns epecNled a pkm. BoN Braca (HFXBB) 0 ~ a o "" armed d fie embed end of Hre hdd down boNs. 0 ~~~ on „,ERR,,,, C) At kllerior footings Templates mar be secured b pka uekg elaka. xusosuxusnn+rNxaw ,oeERUeovnmxoxsMRwxcROUr a aMru,e ner of Hard D) FOOHn desi n embed de Nls and boll ed e/ad dbtanca an er the dal i.E.~~ 1 xvrro Ba* MOii it ioi O. DONPiEiE q g , p p p . g ~ Detamkle H N» Hardy Frome wNl bt kxtaNed on anode or a mudelN and refer t0 detaNs for raomnrended ~ .,,P 1.0.90.r Y n T REwMMExran ,orD. caNrnErt ;'; ~ ' helgght of boN drove Bdeh ancrele ..,; ~ ~ REODMMENC® r , MiR,.Mi0R 4<E ~' wAE rarur , .~' ~e ~ ~'«~ ;~ ~'v;+,~e~ ,fy,, ~;~:i°~a° AW IIEAiDN' +. R ` ~ .~ Z: Fket Fkwr ImtdkNon 011 Conerele ~ : EL ~ W f y uxl 2 0, N `>S w{..i r ` ._" _ ,~ FWIOAi~DxR51Gx a.D:{'~"°`~" ''}*~ 1%~ :~; ~ A) kalalkdbn of a mdehln banter each a Holefop or 15/ feN h r1alnlrNndld under HN Frome, Q • JJ,, rf'p '~ ~ • ' ~ • ~ B) Sel the Hardy Frome o+nr the embed boNs. ~ '•.. t • r' ".A • ~, . ~.`.;' C) HD boNs regain Hardaled Round (AN: 2 EA Flat or SAE) Wahen and Huh. iighien Huh udll snug Mgld. O ALLrHREADHOLDDOwNBOLTIMTH D) After framing and plumb ~ NM an ampbb, pkwe a 211 fRler above Poe Frome to make up the hetgM dHferwwe '+~ Hardy Fnma°BDLT BRACE (HFXBB) ALL THREA HOLD DOWN BOLT WITH NardyFrome BOLT BRACE (HFXBB) " " ' ~d I,,, ~mkgN fhe INI and alYlld wRh i 4'x4-1 Y xrew: Mlrou h iM 4,,,, Of Hle Frans, 1hnU h 1h ~ ~ P~F / / g "FY q O OR 112 x3 x3 PLATE WASHERS. OR 112'z3'x3'PLATE WASHERS. fBler and hd0 th1 doubb hP pkda Or header above. For fBbn larger than 1-1/2' rNt, refer h detaN 3-HF2r ~ HARDY FRAME ON NUTS & WASHERS "DOUBLE NUT' 2 HARDY FRAM ®IN TA ED N FO N ATI N 1 Shp 3: Inehllallon on Rdeed Floor Systems -Panel On Hardy Frome Bearing Plate (Sa Hardy Frome page HF2-SJ) O A ~ LLOW VALUES PER TABLE 1- SJ ALLDW VALUES PER TABLE 1- SJ A) IMkN a solid 4x ar 6x Ikn In the lbor system below the Panel. ShuchJrol amposNe lumber nqulnd. °-'°~", ""'~"~ B) Nohh Hw }loot sheeNnq and ecnw each end of Nt. Hardy Frome Bearing Pleb directly to Hle dm bebw wNh 1/4'x3' (mN) xxews per schedule. If Nle dm le 4x, add a 2x ledger h dlow for boundary nallklq of floor sheeNnq. ~ C) IndaN the Panel dlrecity on Hle Bearing Plate. - D) Use aN lhrad b arced Nle boMam amen to a Panel, Frome or Poor bebw per DetaNe. Nuh to b, mug Nghl. E) ~neaaary, ~ratall 1/4'x4 1/2' (mh) eaewe tllrargh tin Panel boa, through Poe Baring Pkh and penehaNng I ~ ~ After fnminq and plumb R Ilne an ampbM, plea a 2x IINer above Nle Frome to make up HM heIBM dMferena (n mated bT e6mlraHnq Nle bottom plat, and arced wHh 1/4'x4-1/2' ecrowa ihrolgh the top o11he Frame, Mrough J the INler and ido the daubb tap pkda a header above. For fRlen krger Hwn t-1/2' net, refer b dekA 3-lN'2 W Z Q ___ TRIMMER r ~ OPTIONAL SOFFIT t L.L STUDS O I PER I DESIGN PROFESSIONAL I ~ ~ FOR CONNECTION TO HEADER IPORTAL) SEE Nob: kataBallan methods Hwy nary rive b Job condNbne and/or epedikwHale bF N1e ngldend design pro}eabnal. I I DETAIL SHF2•SJ TO HEADER M I I WHEN A 2x FILLER OCCURS SEE 2-HF2SJ (SIMILAR) E FOR 6x PORTAL HEADER I I O M 0 SEE DETAIL&HF2-SJ FOR ~ V ~ SECTION VIEW a E U o C~TDR'S A¢~RpVAL eta ~ ~~.'Z ~ ~.-_7 a° ( ~. r--- OPTIONAL SOFFIT ORHEAOER ~ O j~ , l a a e 0 e ° 0 ~ 0 ~L Z ~ATU~E. I I I e e 0 ~ 3 CGnf1^~~ji~ITY D V. DIR. ~` ; ; ~,. ,°. a , j j FOR TOP PLATE CONNECTION SEE ~ ~ ~ ~ ~ s ~ C O I I DETAIL 1-HF2-SJ TOP PLATE I I ' o " e ° O N O a DETAIL 2-HF2-SJ WITH 2x FILLER I I DETAIL }HF2SJ FILLERS ~ 1 iR" ~J 17 C ` ~ O _ I I DETAIL4HF2-SJFILLERSATRAKEWALL O NM I I N T !~ V ~ EHDMEER«RECavobvucMrteo io A,opFrn,b DEiAa roA«auaoAre ASPECiRC CONarbx S PANELS ON FOUNDATIO ABLE , vA• . Y B' NOMINAL i i I I DETAIL 1-HF1-SJ ON CONCRETE z r ~„- ~ F~ Q ~°+ I I I I DETAIL 2-HF1-SJ ON NUT 6 WASHER 3 ~ Op°.•°•e°.°po ~ O ac°o Q RECOMMENDS I I PANELS ON RAISED FLOORS TABLE - 9 e e o o e O Z I!B" OR 1 118' ALL I I I O I DEraas-HFZSJ DETAIL 7-HF2SJ °°' °b~ ie UO 5 a THREAD ASTM A36 (MIN L--- OR PER PLAN ~J EMBED DEPTH FROM '. ~, ., ' " " TOP OF STEM WALL a PANEL ONLY 0X1~ A.8.~24 .~, ~, 518 ~ 8'CMUOR2500P31(MIN) CONCERETE STEMWALL ''~ ' z ~ '' •;~'• ~ E ~ ;• ' ~W : ~ 4 3 J B18 ` s» ( • ' FOUNDATION DESIGN AND s e e 1 ~ z T t ' - J / •:1•. EMBED ANCHORAGE BY a e e ' A p ~~) 2500 i IN . • r r~ ' r ;, ~ ENGINEER OF RECORD. ° ° e e e e a e e e CONCRETE ~. .` ~ I ~ ° e ° O ee°°°eeo O ~ •~. 1 ° ° ° ° '~ ~• ;: a SELECTING A PANEL INSTALLATION :r:,~ 3M'z3112'z18', 24" «30' DATE: dN d,, i) EMBED BY ENGINEER OF RECORD LENGTH VARIES BVWIDTH OF PANEL BEING INSTALLED. 4 23 2008 / / NoTE1 ALL THREAD HOLD DDwN BDLT wrrH 2) BASE CONNECTION HF1 SJ FOUNDATION DETAILS ALL EMBEa DINENSN]NS Hardy Frome®BDLT BRACE (HFXBB) 3) TOP CONNECTION HF2SJ FRAMING DETAILS ARE TO BE PER PLANS OR 112"z3'z3' PLATE WASHERS. 4) FLOOR SYSTEMS HF2-SJ FRAMING DETAILS HARDY FRAME BEARING PLATE (HFJ(BP) y PANS PATTERN 3 Herd Frame HOLD DOWN AT STEM WALL F 1- S B ,- .„ axw„n -.~n _.,.. FDN DNR D{A7 SIG CONNECTORS BY ENG911EERR OF RECORD SGLID 4x OR 8x RIPPED TO FlT ABOVE PANEL ' 1/4'1 x 3' (MIN) HFS SCREW OR ' ~~ Harr ~ i f~f A~iw~ww¢ HARDY FRAME, PANEL WITH RAKED 4x FlLLER ~IIilMlf wfuw wAt M rw CONNECTORS BY ENgNEQl OF RECORD ~ 4x FlLLER BY 0 I ADJACENT FRAMING FOR 1/4x3' NFS I I GUT aF PLANE I I LOADS BY Q1gNEER OF DUE RECORD ` l A 8y~p^~~I ~II~iI~llFt•xf if M/!t ^ F~F~nrtfnwwwfa HARDY FRAME' PANEL WITH 4x FILLER nrs aAxi ~wAnl wf raw ~~ ~l~iilils of aanr lw II~~ .a ~ ~ ~~,» E TAR'S APPROVAL ~: - 2 - 09 V TUPE: / !11VITY DEV, DI al • ' aW •~a 1~! w-Irlf.r w..w.. • HARDY FRAME'ON RAISED FOUNDATION n ff~~ M rasa -~- IIFArEMN CONCEALEOLEDGER rw DOUBLE 2x TOP PLATf 2x FlLLETt, USE 1/4' x 4 1/2' HFS SCREWS (IR EWA~ PER SCHEDULE ~NARDY FRAME® PAt~L HARDY FRAME` PANEL WITH ac FLAT FlLLER fora lN[wnlm nrfl M rw /~7111~ FM.FIM~Bw.I wPIxLfa~~~•'~w L~-r {• • ay! ^axa altxwa'.~aa! flff-xaw•AT lute-uw.r ws-uw.r HARDY FRAME' ON RAISED FOUNDATION waF~al,~fwPxatAw r aaNf AC6ft InF L~IITfa AT EIfiE DT PDA ~ vv nadr fuTc VAifa 11~T II 1Y HLD WMI RT a'Dt V~VTIX MTV All Nfr Aw NMmoo arras VA lElAr . POtT (K4 AMT Q !AE VN fws ra rarrx t vr- n+r 1D ai fTLtn vn !a-~iiml( fNOR HARDY FRAME"POST BASE ON DBL. NUT rw FlardyFrame" Panels -X Series ANCH.BO LTZ SCREW ''~ MODEL HEIGHT WIDTH DEPTH HOLD DOWN t DTY A DIA QTY AT NUMBER tINCXES) (INCH E51 (INL HEST BOLT DIA_(I N) iINCHES) TOP IEA) HFxI;r?2--1165 HFxi x~-' 1i%~ ., f-ll= 12 i I~LJ 7-P~ I-F~ 1-h° N4 ~ N4 J ~~~ TOP PLA1E HFx12x 9-' 116 HFXI_.le I I. 1i 4~11d ue~ra i2 rz 7-li"t ;.v~ I-h8 I-u:; blH q Ha a H Fg1Lx'3~r r~S 1d 3-1/G I-i!v IJ4 H FX li-: f', I I~."; ~?? li= I: lie Ili', hl4 T--- HFx 19•.9-11:8 1C4~1 ~4 13 7-1 C' I-irA IJu t I p l I I 1/{'x3'p.,~F's HFg 13"1 ~ 1 1iS HFgl~srn-II:e 116 114 t_~5-ua 13 la 5-I I~ 3~1i~ I-'I J3 I-I~n IN4 G 6LU e I I 9CRIW (OR EpIAL) HFxre>1?-11:e 1401!4 L3 3-Ir: 1-1~3 hrU - I I PER 9l)IEDINE HFx4wvrr.r r,F 4~~.I,a Lv Ir ,_Ir~a Na HFg ~1e7. 1 ii5 ,°. C4 Ili I-t18 I Ek L" 13 HFx a,a I r; r I:~ .4 312 I-Ir., IE.: -" II HANDY FRAIIE® PAiiL HFg-a~,~-t u? tua 11a as ~ L_ I-Ira I EF ~P^ 1o HFg Mr 1 1 ii"o HFx'4+11 1 1rF 116 114 1 9-114 i4 :4 .115 3 7 "C I-118 I-1~(', 1 EA (~" r 1 E~ ~ 3 HFg Lv ibl lrE 140-1 t4 ';4 3-112 I-1i° 1Ea- - HFx7J+1~-11i9 If^-irk 'd ?. -11^ 1~1Lq 1Fk-FI^," 11 HnIA Ao~::n boll=. arN all ihre.aA mAa ~.:,i th 11;'r ^"a?,^ plat e ,. achPrc nr Poll Rracz HFPP donhl- rnntA I~ -h~ HARDY FRAME°PANEL ATTOP PLATES em2ea 2na orme rca. eata ma roe an!I nle plate v:asners mint compl9 wa r as M A :.e. ~rA ~~~~~ t~nsnnr noll-nucl DOipl Ith dSTM 30i rµ' 1=crew pr= 17d dram la .aoo s_r_~; ~7rth a minimum a Ipnenle des cn ?zlue ~f 31' Its Xaaed on _onnmong 2ca 11 B"0110 ;:'OOd ~nlh ).p2ClC Q;I;R~) Of0 ~`;' 01 ~r26 [2' A L', 9ff28E i1Cf2.'--9219 ncl ]O:J2d ';;~n1:Yi 1( S(IQL~I$ are Nartly Frame HF3-series ViF 1Y5-s2nes o equsl 41 N nimum auoA scrr:w Itnytri Is i' fol tyre [cp ana 4.1 ~;" bi [h2 batoor rpr atr;tur. V'~ Itn m5'alling a 2x fllei iv.~oU :tiill~ a min inium specilic giu.ily orC 59j el lne lop, ll iz in iniin um auie,r Ieny lli is 4-112'. ~s~ 513trevrs at Uottom e;nlleslion tipple U. i lstallat ons .~r Flocr srst2ms or bums anc rel[Lacy anchor boll as a means of shear tr-,nsler ;r, reas are inslallSA in [he F'snel base a ul br a Ha niv Fr me fieanna Plate If1~ FAFp IIIM MODEL HEIGHT WIDTH DEPTH OLD DOWN NCH. BOL QTY ~ DI SCREWS QTY AT REWS QTY AT INCHES INCHES INCHES OLT DIA. IN INCHES TOP EA OTTOM EA FIFx32x8 92-1 4 32 3-1 2 7 2 ea - 5 8' 14 14 HFxi2x9 104-1 4 32 3-1 2 7 2 ea - 5 8' 12 12 HFXi2x10 118-1 4 32 3-1 2 7 2 ea - 5 8' 10 10 Iroi y r~l pa°0pit 1) Hold down boles are all thread rods wdh 1Y1'x3"x3"plate washers or BoB Brace HFBB double nulled to the embed end of the rod. Both rod and the plate washers must comply with ASTM a 36. 2) Anchor bolts must comply with ASTM A 36. 3) Screws are 114" diameter wood screws with minimun allowable value of 311 lbs. based on connecting 12 ga. metal to ~, ~, rwa wood with speck gravity of 0.50 or greater. A 1.33 stress inaease is not allowed, Complying screws are Hardy Frame HFS-series, USP W S-series a equal. HARDY FRAME PORTAL 4) Minimum wood saew length is 3" forthe top and 4.112" for the bottom cronnectfon. When installing a 2x filler (wood ~~~~ nanll ~ with a minimum specific gravity of 0.50) at the tap, the minimum screw length is 4-112'. .w 5) Screws at bottom connection apply to instalafans on Boa systems or teams and replace anchor bolts as a means of shear transfer. Scews are installed in the panel base andlor a NardyFrame Bearing plate. ~~ .. a ..•. A~ A 9aeao A A•Aax,ubi A-AgnuY1 Baoaon A: XFB YrYIM Owr OOUhN Top PYb A•Ayreay l: Ni8lnhMdle UnMnNad UOUda fop PYha A.ABo,uY 2: XFB BapanWlnb TMOi'Shepu bdbwb baWlatlen owr Weed BhucWnl Pwl Bhedinparhr bdaN~Mm aI ua am crxY r wore wPa,a. ymac„ Rw,~-o..w~ w i,.~ n ~~ .",..w-wee."ee"e,~, m~r,~"r~~.,".~ alri ~'n a~ ~~n.oben"s.~~""".r,e.,~,~m ~,.,»mre. «~ma~~,~"~~"e,w.. !1 rvri Nf9"Je'.YH"aadxMJ~ ~ iW mmrmnaraneaANMVe,{b Nrmpxre"miwmn"reww ~,,. n~".,a~~.~~r,. HARDYFRAME' SADDLE rw M adllBwd 1' dlanftr a ~ ~ hdo may I» Bid h Br or Pfa ndr of a. petal .n.n n ~`io~aa ,FIU~F 1n. Ilalolld ago, To M mw thm ow Ilol~, a a lags haM a a haN Ina r IaaaUal auMid~ of 1M hatclld wq wrltwt Ilady Frvnr Ina NDTE lbw Y not m 9aIM' a 'oulfld~' lea fa tllo penal. To aaaM tlla Hord la addtlpld holaa. aFIaM 1M apm few toreador tlla IEAura to ea rwmll.d, HARDY FRAM~PANEL ADDITIONAL HOLE LOCATION CHART rRIMHERIOp NWGaiUp ®ea eoRxepl ar arneps 0 0 u.xasrNUCruRAL sacNiNc aPnoruc NOTES: i. rRisWena PNwos wu aFnRWC rat aFdUER Asove, oescN Aro coNNecnoNS aron~sRS. 1.IRWAERATfAG1MENi iO PANEL NOi PEWFED. 6x PORTAL CONDITION rw RENSIONS a N .~ L LJ_ 0 U "a (n J W Z M O M Cn Q U ~~ Z L 3 C O d (V ~ E ~o ~U N~ a ~"° m ~~ ~ ~ a °o a Ip Q~ UO 5a tri ~ ~~ n DATE: 4/23/2008 HF2-SJ FR M Iw Anwi~~rat4 ~~nno)~o`xa~'/e~i HARDYFR,4MEa BRACE FRAMES - xSERIES TAMI70 ~ AITAQN m xrAOal ^ar pN xI~ ' NEN9pIS DALE ENONEER DFRECgID FI PERMiiEDiO MppFY iHLR DEtAx iO ACCGMMMMIEABPEMFlCCWDRxiN I _ ENDNEERa RECpRD6 PEAMirED i0lgDlFV OEiAL TO ACCpAWaiE ASPECIRC CWDIIIDN ~ ENGNEERa RECgt06PERMTtE0 i0 MOgFY Teo OEtAIL iO ACCONM1DAiEA SPECIFIC WNDRpN Hardy Frame InstaNation Step 1: Concrete Preparation A) Conaete contractor should use Hardy Frame Templates to accurately place embed bolls and Hardy Frame Belt Braces to prevent sway . DOUBLE 2x TOP PLATE ~N~iRxx DAiE B) Attach single use (HFT) or reusable (RHFT) Templates to a formboard at locations speafied an plans. Bok Braces DWBLE 2R TOP PLATE wnsxfxeunrnm C°0.RFRx«FR,°E uosnRE e.MnER ELn~,ENRf°,°xf connect at the embed end of the held down bolls. uwuiiceru RER MolsroP,,nrzLr. I DRF°DIVMExrI C) At interior footings Templates may be secured in place using stakes, D) Footing design embed depti~s and ball edgelend dHtances are per the designer of record 2x FILIER FOR 'v' i° ""° e~urorD. DOM• , . E) Determine if the Hardy Frame will be inst~led on cencrete a a mudsill and refer to details for recommended HEicllr w rc height of boR above finish concrete to DIFFERENCE 11/'x 3'HFS oLea.muas ll ~ SCREWS (OR C-0UAL), amr~purs SEE TABLE FOR IJ MINIMUM QUANTITIES. Step 2: Flrst Floor InstalatlDn On Doncrete lug a-,n• HFS SCREWS (OR EQUAL) •` ~• ~ ~ ~"' .~~ fi{ ~ :• ~ ' wj. A) Inslallatien of a moisture barrier such as Moistop a 15# felt is recommended under the Frame. ~ . SEE TABLE FOR MINIMUM OUANTTIES 6/R N.R • ~ Y, t' TX`,34 ~ .~• • ~Fi;.~t• r . • B) Set the Hardy Frame aver the embed bolts. O J . e ~ (~ ~~,~ • y~.~ •• .,'~ ^F-i 1 ~•e a7~ C) Poace 5tandaM Flat a SAE washers and nuts on all belts. Tghten nuts until snug tight + - ~ ~ `~1~*d ~`'~ ~ 1 D) Afler framing and plumb & line are complete, place a 2x filler above the frame to make up the height difference ~ -~ seated by elirdnating the sill plate, and conned with 114"x4112" screws through the top of the Frame, through the ~ HARDY FRAME® HARDY FRAME® ~ ALLrRR~°»~ Niter and into th double top plates or headerabove. Forfilers larger Ihan 1.112" net, refer to detai3•HF2. 7 BRACE FRAME BRACE FRAME Founruiax DESpH eRTRERS °owN e°uwrtx ~ %Ttl PULE ABRfRIx°R~NUR 0 I , AiENlfDFN° Note: Installation methods may vary due to pb cond@ans andlar spedfations by the registered desgn professional, L.L HARDYFRAM~ BRACE FRAME WITH 2x FILLE HARDYFRAME BRACE FRAME AT TOP PLATES HARDY FRAME° ON FOUNDATION PNIEI INSiNLAipNRRIAR ESR~19 , W ENDNEER a RECMRD6 PERMrtEO i0 MODIFY MN DEiNI iOACCOMApaiEA SPECIFlC WNDRXIN ENGNEER O RECQRD ePERMirED i0 M00FY i1e9 DEiAI rO ACCOIAMOaiE A BPECIFlC CIXIDmoN ~' ( ' L ~ ^ W CONNECTORS BY V ENGINEER OF Ix FLLER BY TREKS RECORD L OPTK)NAL SOFFIT ryM W 8' MA%IMUM lux a' HFS scRE FOR CONNECTION TO HEADER (PORTALI SEE (OR WUAL). SEE TABLE FOR MINMA ADJACENT DETAIL 5-HF2-SJ (SIMILAR) TO HEADER r~ OUANTITES FRAMING FOR WHEN A 7X FILLER OCCURS SEE 3•HF3SJ (SIMILAR) OUT OF PLANE of LoaDSev M ENGINEEROF ~ U RECORD 47 114"x3'HFS SCREWS(OR (,) C EQUAL) PER SCHEDULE HAR VFRAME® BRACE FRAME Q' ~ 2x STUDS ~ AT 18' 0.0. L Z m.rAmRM NerM,xL«me~u (2)2x CONT. TOP W 3 « R PLATEB > wE mmw,~ Re,Rrgw«~R.x.alsL«°R.M~ , 3 HARDYFRAME"BRACE FRAME WITH 4x FILLER FOR TOP PLATE CONNECTION SEE ~• ~ 1 DETAIL 2-HF3•SJ TOP PLATE ENONEER OF RECORDEi PERMIrtEO iO I.N1GFY rH6 ~ N o "•" DETAIL 3-HF3-SJ WITH 2x FILLER DETAIL 4-HF3-SJ FILLERS ~ 1 12" OEtAx roACCwMwArensPEaRC WNOmoN (1 ~ MO DETAIL 5+IF3•SJ FILLER IN RAKE WALL Q ~ NI ~U N~ BRACE FRAMES ON FOUNDATIONS WSPSHEARLENGTH ~ ~- - ~ .n TABLE ~ ~ ~ DETAIL 1-HF3-SJ ON CONCRETE BY OTHERS I~ N ~ Q Q FF~~ ~~''66 yy~~T~ S }x i ~a~1;e:,• qq ° 3 ~ ° WSPABOVE Y O Q ~ r1~ew' f i3 ~i ~ T'1 i e• aa' Y N Y`a ML ~ FRAME BV OT ERS 4 ~ ^ , ~~; Ox"+F~ 2x TREATED %~ I ~Z ~.,~~~~~ ~. BOTTOM PLATE CONNECTCRSB~, OTHERS e S a • (~(~ C~r ry Q ,~/ "" ~~~~ ~CV` "a~' "' Y FOUNDATION DESIGN STRAP OVER BLOCKWG BY OTHERS a ~1~+ ' BY OTHERS '~:S'i}•p• . e: H i'i +' kY ~ r ~ • e ~ fT O 0 ~ k h ''• '"`' ,./,S~ < .~;!}'•' ~t~.l4Y i :~ 3 f ~ "' Y' • ax,sxoRMULnsTUOs PER PLM15 • n ~ .;r , ~ . . • A tir4:. ~~.4N~Y..,} • ~~.F •. ~ ~ ~ Y R ! ^ •+ ' BRACE FRAAE e • • ~ •} ~ y S w.. ~t ~ • N y^•~ ;t•};taisxf.~ . x. r ~_1 ,1 h } CONNECTIXiS BY OTHERB • e $ _ 'A % ~?+ f^~ 3'M(n mum'+~':S'i i; ~S~ vC~ ofsx;x PRDPESSau roDPR::N • • • FOUNDATION DESIGN I. sruos oRSrRAPS ro iRWSFERUPLPrFlLtEA MArERwL CAPACm FaRLaos A001lgRAL pRR'i WF rOiNE AW RpNAI FlL1ER XExiMi 1 AND EMBED . E. snosAr ucx ERO of BRACE FMMEFaRara PEANE Lao x IR sPLxx: acaRSAr roP PurES PABREIeNG Musr oEVELa reNSEE ANCHORAGE 8Y , . siRExorR IR wMBER Q ENGINEER OF RECORD SELECTING A BRACE FRAME INSTALLATION HARDY FRAME IN"RAKEWAI LS r~ 1 ° . ~ - ~~ 2~ i) EMBED BY ENGINEER OF RECORD .... 2) BASE CONNECTION HF3-SJ DETAIL 1 3) TOP CONNECTION HF3SJ DETAILS 2-5 BaTASC(tEW PATTERN FOR 32 HF3- S •~ g FDN Rr0 GENERAL NOTES VERTICAL SHEAR WALL SCHEDULE (SEE NorES BELOW) wiERV1 mQ ~ pU¢ ~ GENERAL 3/4' T a G pyrok aubflmr. IOd 0 8 Incha o.e Pywok edge HNUNC T.EN SWE pUTE FRaINc WP SPICING ~~ B0.75 ~ Oa/n. 1. The Nolp appy U OII drowinge. ID4 0 1D incMa o.c. Interrnedde aDDoda Qolda) Qj 1/2' PLYA000 AT 6' O.C. 16a AT fi' ATS AT IB' S/BY/6b.C 26G 2 N work eMll comply Yoh T007 CBC (2008 IBC wiU Colifomia Amendmenh) ~SIf;N CIAITEAIA REF. ToP PI~e~ ,} WAA minimum 1oP of 4 lest J. In tM suet urtoln lalum of Va comtruotJs on not iWly eMwn, UNr mneWctfon shall M ae eharn for dmllor faluree. AT ROOF: 180 d 4 inches O.C. atoggerk plus 9-t6d ach aide of ep6ce, u.n.a on plan. Q 1/2' PLYAOOO AT 4' O.C. 509 1/4•X1-1/2' A75 AT e' S/BYJ2b.C. 360 AT 4' 4. Any eaNlete ar dxroporoke Mtwara tM droxirpe and site canditlom shall M immkfahly bought to tM aHation al tM Engineer ' INFERIOR WAllS (gypsum wallboard) and carded o, dlrodk iM En rroer. by ¢ -EA- LOAD Minknum d 1 layer or I/2 Inch gypboaM eaA ales, Q7 1/2' PLYM000 p AT ]' O.C ~0 ~ 1/4'%1-1/2' AT5 AT 8' S/B'02/b.C. 490 LIVE LOAD Sd codr noBe 0 7 Inches o NI etude lop and c 5. Carrtroctar agree Ud he ehdl seams sots and mmpMe roepondbllily fs jab sits uMXbm during tM course of uneWdlon M , . . MMm pldx Uie Projed, Indudlnq sahly d all perane and proprly, Upl Uia nquinmeM ahdl apply coMlnuousy and rat M Bmitk la romwl yAULTEO CENN6 . 1/2' DLYWWO AT /' D C 90S 1/4'%4-1/2' AT5 AT B' S/6Y16b C 760 worlUng boon; and Ud Ue Contractor shat ddad, kdemnAy ono hold lM Ownx and Ue EngUer hannlep from any and all liability, OEA- LOA- 14.00 12. Roof and ceillnq frortinq Nell M hWlt acmNing to CBC chaptx 23 'ComeMbnal ConsWdion Provisions' and the tohMe hebr - BOTH SIDES . . SIDE AT 2-1/2' . . real a allegk, in mnnacUon wkh Ue perfompnce of work on Ule Projed, pupOrrg for liability Ming Irom the eels npligence d IM LIVE LOA- 2D 00 unless oUesip ogle s Plana. NI roftan and jolde atoll M Oaugke Fir /I or heker. 2 SfAGCEREO Ownx or Ue Engineer. AT CEILING : MAYIMUM 5Pµ OF NNIMUM 5Pµ OF 8. Canfroctor odrowlkgp lhd M hoe UarougNy lanllladzk himpH wIU Ue building eM ukitione, grode0. alt., with Ue drowinga OEA- LOAD ROOF RAFTERS U.N.O. ON PUN CBUNC JOISfS U.N.O. ON PLW 7 1/2' KYAOOD Bel AT J' O.C. 505 1/4'%1-7/Y A75F AT B' S/6'016b.C. qaD and eprifico8ae, raA the delivery Iad9tiee and all other matters and cadaiom which may aged tM operotla and compleYpn d Ue LIVE LOAD 10 00 - BO7FI 906 BOTH 906 Ai 2' BOTH SIDE cork and anumsa dl risW Uerofrom. AT FLOO . R: 2 x 8 0 24' O.C. 12'-8' 2 x 4 0 24' O.C. 10'-0' 3 SfAGGFREO 7. Contractor Noll M roepaeible fa locatirlq all ukergrouM u811Up. N damage shall M ropoired d Ue mnlratois expense. OEA- LOAD 10.00 2 x 6 0 24' O.C. 15'-10' 2 x 6 0 24' O.C. 15'-9' 1/Y PLWA70D Od 0 3• D C SD9 1/4'%6' A]SF AT 8' S/6'OIBb C 600 & Tha drowkga schemctkaly indcah exlrtin and new condsdion. Due to the nduro a} the waN od'uetmah wAl 1(ke M aired 9 J y ~ LIVE LOAD 40, W . ' ' ' ' ~ . AT 3' O.C. . . , in the Mld to coed Ue dpi n ab ivse. q Jett Such kjuNmaMs an part of bw cstract ale shall M Indudk k Us lump sum hid. 2 x 10 0 24 O.C. 19 2 x 8 0 2C D.C. 21 -5 -0 NOTES: 9. Contractor stroll M reeponeble fa all temporory ahorirp. SMrkq stroll M proridk to euDDort Un eNknq dmcturo unU7 all work an th d i If moan mmot M braced to meet Ue above fade, do rat proceed with camWC11a until wNNen indmctlons an roulwd tram the rpinex. The raftr table ie for wood or mpMtt aMrglp/shake ony and droll not M used far clay or mncrte lint rode 1. HWNG AT NL PµE1 EDGES, TOP µ0 AOTTOM PU76. e row nga if campldk. , . NL PAf1EL EDGES BIDD(F0. SIDDE NNLS AT I2' QC. ALONG 10. TM eM shall M fnieh grodk ao Uct all aurfae water w01 Dow away from the founddion. 1J. Whero upper Amr cantiMwre out beyond Boor hdar, add fro jdale dlracUy Mlor all rindow and dos crippled. INIFRMEUUTE FANIINC MEMBERS. I I. Orolnage syetans oM wolerprooRnq an rat a part d Bp Stsduml Plam ale aMl M designed by aUxe oa required. 14, The mavlmum lumbx moMuro coolant d Ome d Inebllotla shall not exceed 195 in oaordanu xith NDS eedia 4.1.4. 1 APA PATFD SHFA7HING, C-C, C-0, 9ATULTURAL II OR BETIEA. 12. TM Catratr shall M roapsaibb far the Coordination ct all work including, Mt not united k Nat strewn on lMae sowings. 7, ALL NVIS 10 ff COMMON UNIE55 01XERWISE NOTED. NNIS METAL ENPOSED TO THE EATENOR 94V1 ff GLLVµILEO. STATEMENT OF SPECIAL INSPECTIONS 1. NI bdte ahdl canpy wRD ASTM Awl o.n.o. NI bona Madnq dirocty on wood shall have standard malleable inn or cW plate 4' EDGE NNL MTN 3x OR l1AGETi MEIBET6 NVtS 91N1 ff SfAGGETAEO. Spedol nepectlms/teswq on squired N1 sac. 1704, 1707, 1708, a 1709 the arglner on rocoN aMn rote on plans/report wphxe. Threads shall red Mar a rood. S, w11ERE PLYMWO MPUm 10 BOTH FIC6 OF WNL µ0 NNL ' in occordonce riU settler 1705, Psr CBC-2007. 2 Where both or oUr Mme aro noted to M embkdk in exM-ng marote, SPACING IS IESS TIIAtl 8 O.C. PµE1 JOIN19 SHNL BE OFFSET Aafdronu ICC Rspod No. FSR-1771. TO FNL ON OTFfl1IXf fANA1NC MEMffAS OA fRA111NC 9ULL BE CONCAEfE 1. Impadlon d roiMondnq NeN, anchor boas, and holdowna atoll take place before eWCUtraI concrete le poured, by Ue Enginex 3. NI aWcturol and miaslMnaue deN 'hall compy whh ASfM ATB. NI work shall M In acadance YNh Ue NSC Spedfxdla for Ue Opign, FaDHCdion and Ereelion of SWcturol Sled fa Buildings. ]' NOMIwL OR TMDIFR IMO NNIS W ETCH SIDE SHNL ff SfAGGDa- d record. A. FIEWINC AT ADl01MNG Pµ EL EOC6 9ULL ff 7• NOMINN OR 2. TM Fiplmer d record shall mob a n-site viers to Drojact tootle and Ineped all Mme lisle shove hove been properly 4. Weldr quaF~ficotion roquiramenb, waki rakuroe, etc., shall M acmrdin to CBC StandaM 7204-1, NI weldln Eone by ip e E W1GFR '~ NVL ~L ff STACCERm WNEIE 10a NNlS wYNG ^ Indollk in aaardonu rIU etnxturol pk a and ddaila. 70 d d cerUfbd waken. N Wa welds shall M l nelrotkn weka unlw othuwle noted a Iona Eledrodp shall M ~ P PENETRARON IMO FRAMING OF MdtE MAN 15 Y NtE SPICED 3' / woo- dnxiurol canecMm. ~ LE55 ~ CR71ER 1. Impaction d gaerol lromkq, edertgc/rind roehtinq members such as rood shear panda, wood diaphrogma, grog dmh, S. NI tole-formed Nnrdunl rtal member atoll M in mmplloroe riU the apai-caUone fs the deign d 7. IF NEW µCHOi BOL15 REOUIRO AT E%6DNC FWNDI7XNA PROAff brae, and hams shall fob place hefrn tie project hoe been wroppk and imulaW, Dy Ue Engineer d remM. add-formed Neel etrudaol members, 8rs Iota! kNkn, ok oleo droll compy riU tM IigM gaga structural ine8tub 5/6' z MN D' EMBEDMENT INFO IXISIINC CONCRETE EPOZlO µOM1R 2. iM Engimx d record shall mob a an-vile ddt to project lacah'on and inepsd all ibme pertaining to the owroll franlnq d the and deign Mndboak for Fy30 K51 fa U ale I6 gouge aecdme, FyJJ K51 for 18 ale 20 gauge aactiona BW15 AT 9PICINC 91tlWtJ AT SW.S. project, U acurdaros wHh aWclurol plena and detaia. RETAINING WALLS 6. CONTRACTOR TO W21FY THE EpSONG PLYWOOD EOCE NARHD TYPE OF PLYAOOD USED AND SPICING ON 1. Lowtlaa d rotainirrg walls may vary slightly to meet rat field uMAlona. IXISbNG µCXOR BOLTS IN FlDD, 1YPICN. FOUNDATION 2 Ordnroek shall M J 4 - 1 1 2 inch clan cmahk durobla vale a pp by 9 9 / / equal oa a roved Geoteehniwl En inar a En imer. 9. SPECle1 INSPECTION Br PROJECT ENCINEflt PEOUTAED FOR HW%WM INSfAWRON INFO IXISBNG iOUNOUION. I. Tha Fnglnax ie not rppsx'bb for Ue odpaty M tM looking ails. 10. DWENSION9 SUPER50E StlJ.E 2 The Cadachnkol Engineer 'r N/A 3. NI drain I atoll M ABS SDR 27.5. Ualn pipe lees Uan six Feet Mlow P De grade spy M Set 35. NI Rltirpa shag M DNN. N jaiMA shall M eoMnl cemented 11. MIN. SINGLE 7X XOMINN FaWNC MEMBERS Ai FWNDIRON SILL MTF5 µ0 PRIMING . MEMBERS RECFIdNG EDGE NNUNG FROM NXJFFING PµELS. PLVM70D JOAO µ0 PUIE 4. FlMr fabric shall M MIroR 140N, or equal oa approved by Catahnical Enginpr s Engineer NN1NG 9HNLff SfAGGFRFD IN NL CN6. -The eoY daeMYcatla os a clop 5 roil k aaprdanm wiU CBC table 18(14.2. ono Ua allowable all barln m c' a 1000 9 Do dy pN, since Ule is 5. Timber b In shall M 99 g proauro trsctk Dougloe Ffr. TrootmeM ahoi conform to UBC SlaMard No. 25-12 Table Nu. 25-12-B 12. MERE A 9INGlE 3-INCHES NOMkML 9LL PUTS OA SIXE PUTE 5 USED, Ue max Madre g prmuro oltowk wlUmt a soil report, for aikng faundotMn pr tM Cily d CupeNno CAC 1802.8 , Urouqh 25-12-F for ground contact NI eM cub shall M soaked in a wad prpaaliw. 2-2W ENO NNLS AT SNO. -The CalacAnkal Englnpr shall rodaw the laundafbn plena fro mnlamancs to his recammrdatbne and shall abmtt o letter 17. wNFRE 7XE NIDW/BlE SNFµ VAW6 IXCEEO 350 PIE, FWNOAM7N 56L PUT6 µD ALL FANINC daumwnllnq hM rMw to Us bullding department prior to mnatructia. CONTRACTOR RESPONSIBILITY PER CBC 17 MEMBFI6 RECFA7NC EDGE NNUNC FROM ABUTRNC PNIELS SIM11 ff NOT IE55 7s NOWNN YEMBFFES 1M Gsotahnitd Engimar shall M Malnk to provide abeerwtia and hrtlnq service during Dp grading oM faundatlon pMea d ( 06) IN SNENt WN15 W1ERE 7XE oE9ICr1 SNEVt GOES N0 D(CFID ado PIE, A ssxAE Z SILL PULE wY ff canetruction px raolnmekoUons In tM galahnlml ropart ' 1. The Contrator is reepadble for notRyinq tM oppropHcte Inspection ouMorily 4B Aouro in adwna of the need Por inepsctbn. U50 PAOAOEO ANCHOR SOUS ARE DE9fAdED FDN A LND CIPACBY OF 505 OA IE35 aF Contractor aMl no Geobthniml En loser d lead 48 Mun rfor to rods , ddlli for en, ar 9 y WY 9 p 9 Q rag pi pkCin M C9roroh far Ue A Mk i U td M f d l i iXE ALLOW/BLE CAPACf1Y. PLYWD00 JNM IMO 9LL PIAIE NNWNG SHNL BE STAIX51E0 IN Ni CAa6. faundallone. Contractor eMll na8y Drs Enginsx ct lad 48 hour prior la pkclnq mnrnM. e eagg n s d eme o .pe a re one. ~ 7. The Contracts atoll mlify tM Engimx d lad 48 ban to Plato mottos ~ y Mchor bone shall M grade Awl or A38 machim MM or 'J MM with 3' minimum haW NT,ero shear ralla an called oW pre kns 2 Cadracla ehdl M krowlxfgeabM in mida0ol light from. conNsction. Md ie advldk Ud Uep sestet Inspection Ina n9evee tM contractor fiom Ns mlhill la conform to the ~ rpW b plena, epscakotlom tM Callfania Buikinq Cade ors airy other local FOR SAWN LUMBER AND lYU-tM11wTE0 BEAAlS POST SCHEDULE e ) . p 4. Mchor bent dell M a minimum d 5 x 10' d maximum 18' ac. and xlUin 9• at ach end and a minimum of bo MM /B' px Piece d sit. ordlancp in aHact. BFAWI 70 POST CONNECfgN MN. e01 bole and dMtann ehdl M 7 -belt dlomNxs, they shall b dDaud per nqulnrmMs d ehsa wall ahsdule, lye., o.n.o. 3. The Contracts eMll aubnil one copy d ony and all inepectiam npab proporod by on independent lpOng IaMrotory, bulldin ds aHmsM and/or atechnical en ineer to the en ineer of ret rd BFµ WDtN POA ~ ~N') ENO INIERNE0,11E REINFORCED CONCRETE g p , g g , g a . 4. Thep plum on dialrlbWk with Us uMrNaking Ud conventlonal Irominq b an 1Megml port d tM atraturo and orry inepec8a 4N 4%/ EPCN PCM 1. Cmcroh atoll hap an ultimate .ben aT 2500 of 2B qU psi soya. Mlx deign aMN M auhmmk to Ue Erginer ra approval. 2 R Nf l d d h ll M 11 Nat h mtlk out by Us sestet Irrpsc8ona escLbn h resod b moiMaln Drs wldlly d brs etructuml pMm. (Mato ddds in neidatlal conNruclia an bait acurding to mmatlorol pmcUcp oM an Uenfon red dddlk in thee kns) e% /%B EPC6/ PC64 e ore rrq a s a A5 1 A815 (,Made 80 exropt /3 Mn may M Grade 40. Hold rolnkmamat in ib poafGOn w(U devices euPocieMly numerous to pnwM dlepkumeM durirq placing of concroh. minimum p k M reummxdk Uct additional ingaliom M requested ct regular inlervala duHnq Ue one d coneNxMn as Upe roqular 7)b' % CLB 4X4 ECCH CC/4 3. Ths fdladng minimum cmcrste cover stroll M pmvkk la niniaroing Mm cover (Inthp) ~,'mro i impectiae took roduu Ue amount of demolition and reworking requlnd by poplbM mMkkp, omieaione a mldnbrpntaUom. 5)b' % CLB 4%8 ECC6/ CC6/ Cad-b-place mares. 'k~~a 0 ~.s'k~ }~F~'~:%'j~~ 1r ~ • g Cpd ageing and pempmMly seeded to arth J GLUE LAMINATED TIMBER ei % cLe 4Xe ECC74 ccu Exp~eee d"; ~; rieo°" D>`1 i ~: -~/-D 9 , , 2 POST SCHEDULE (~ PARAl1AM eFAMS) No. 5 and eraAer I I/2 Nct axppad k waoUr or In motel wM grand SI~NI'11 UR~~ A. GENERAL: REAM 10 POSE CONNECININ SIaM, wall0. joleb 3 4 / Lomindk ltmhr atoll mMarm to SIaMaM Spedamtlam Is etmcturol Glued Laminated TImMr, AI.T.C. 117-71 and US BEAM WIDM POST Slff (MIN.) END INIERIIEw1E 9Mndard PS 57-7J. Booms, girder, column. , I/2 ~ CiQMMUNfTY DEV 1 k, 3 '%J ECCH CCM . ///JJJ~~. 4. Catrte dell M mixed oM ddFwred in oaardonce riU ASI11-C94 wiU a npxlmum dump d 4 inches. p ~,~~pa atoll horo on allawaDls fiber ebep in Mnding Fb•2400 paf and haw tembn lamination top and Mttam. A tiR t l l l d f i , 3 •1(S ECC46 CC/B 5. Carnb eMll M mixed and ddMM in oaordaroa with hSIM-C94 wiU o maximum slump d 4 inched. ar ar g ue am U e con omwnu natk elamah atoll M proddk la the Inspector. 5 ,A, ECCN ~~ 8. Bar kp apllu stroll M In acmrdoas with ACI 1318-D5 actions 12 2 2 a 12 15 2 18 dlomder roiMacin B. LAMINATIONS: 5 ~' S '%5 ECC66 CC68 . . . . ., q. ' 5'x7• Eccea CC6-T WOGD NI laminaliom shall M Oougke Fir. Iladmum Uicknep d Iomina0an ahdl M I-1/2 red. NI ad joints eMll M emrfk minimum 1:12, int i h ll M 7•X7 ECC7 -4 CC7 -4 1 Contractor shall notify Enginer d Mart A8 ban rior b mwdn u ehar roll no6in jo max mum 1:8. LamlmtMna s a with exterior type glue. Maximum allowobM moiduro content atoll M 185. 7' 7'x5 ECC7 -6 CC7 -6 , p g q. D C. SHIPPING AND HANDLING: J•%/' ECC7 -7 CC7 -7 x Ilaizonml trominq mmbr atoll M Douglm Fir grade IL antes otherwlp noted on plans NI header shall M minimum 4 x 11 unless oUssip nobs a elem. J G NI Dama dMll M wrapped la shipping and fumiahk with o catWmte d inepatlon for mondoduro. Contractor shall keep hams wroppk ors protectk from the raUx until they aro inmporoW into Up atnxlun. HOEDOWN SCH EDULE . lued IamMdk llmMr sMll compy rich NEC 117 DESIGN and MANUFACNRING, and µ9/NIC A190.1-1983, 24F, exterior glue, 'kustdd appeaanu. Cambinotlon YJ or VS atoll M used at simple .pane and VB or VIO al mn0leves. Comber stroll M fnm 1600 T SfuBOL TYPE BW75 m µCHOA BOLT IN NEW CONC. NWSIOR BOLT GWA. W/NW. EAB. 6! EPOXY od rogue, anlep othxrip odes D. CAMBER: wooD Posr FWNwTIOx eliaurED Hoes 4. NI Nmdurol rood mnneclae (joirt hanger, pal cope, Evening dips etc.) eMl M monWocbrod by 9mpan Strong-ia Company. H07A ' ' OtMr brarke may M used pmddk Usy hero on equal or Mllx ICC approved load value NI dngb aeon glulam hams eMll M }aDrimted riU dondoM comber. ^s OA 2-S/8 s / (2J 2%/ SSTBI6 5/8Y W/12 D,Po . PM01 5. NI mkellb shall M pmsuro treated Flr, H0.w O 2-7/4's / 4N4 SSTB20 J//'e W/12' FMB 8. Dahla floor Joleh under all parollN portltlon0. LEGEND: PNOS 7. famish muPo la 'debt rouq I p 1 opetAer wIU 2 - 18d 0 18' o.c. U h eah 'olat AB. - µCHOR BOLTS E.N. - EODE NNL 0 H06A OR 2-7/8'1 / 4x1 SSTB26 7 a s w 12' EMe /' / BLOCK(ING) O.C. ON CFNfER BU( PHDB 8. NI ear jdsb shall haw U type hanger u.n.a. ~ . SECTION NUMBEfl CLR. . CLEAR PLY. PLYWOOD O ORS J-7/8's / 4N/ 551828 7/BY W/tY EMB 9. 2x ells bkpknq shall M pluck Mtpa joida and often over all euppah and urdx all psryskkukr bearing walb. Floors jolsh PHOB dapx than 8' ahaN haw bkxiinq a hedging al B fsrt modmum on untx. ~ CONC. CONCRETE P.D.F. - POWDER DRtrEN FASIENFA SHEEP ON WHICH SECTION IS SHONN 0 NSfWB N/A N/A N/A 10 Cuttlnq d druclurol memMro (duds lse etc ) in ehar wolM wAl not M ertnittk nl A l d b iM E M C.M.U. • CONCRETE MASONRY UNR RDNF. - RDNFORCED(ING) . , e . p u ep ra approve y ng eer. 11. Naillnq eMl M oa calMd od a tads Mlow unkp epxlfimly celled oW on plena. Catx sheds acurotsy over uppordnq E•~~••• ~ ~.I PoURFD IN PI,1CE CONCRETE ply • pMM~q REO'D. REOUTAm j:(QJF; mambas. Sheeh sMll M IB' mlNmum n width. On root ad Rmn, lay faa groin perprdlcukr to aupporla ok Naggdr ek jolnh. ' ' - EACH FACE SIM. - SIMIIAF EF I. ALL IIOIIIONW µCHCA BOLT9 IN IX6DNG CONCRETE Bel nape atoll M 0.171 x 2 1/T . NI plyxood shall M CO% douglae Rr or betbr. Provide 2x bbckng ct all MNZaId jolnh (n wall ~ . E%611NG CONCRETE FWlllATX1N SHNL ff EMffOffD IN EPoXi GAWP ORIUED py' EW. E1CH WAY S.O.G. SUB ON GRNIE XOIES. PAOAff SPECVL IN9rECRON E'ER ICC AEPORf. PLYWOOD: ® CONCRETE BLOCK SYM. 51MMETIRICSI IXIST.(E) • IXISIING 2. SFE MAtR1FACNRF]TS SPECIFlCA11Qb FOR HOLDOIWJ INSfAWTgN PROCFWAE I/2• pyrok rdl Mealhlnq (NI extakr rape poet m noted d steer wall aAkula): rep np~ M B J. MNWUM OISTNCE FROM CENTER MNE s BOLTS EMB0ff0 IN Bd 0 8 irohM o.C. Pyrok kgp, plate a ells ® . . MACHINE BOLTS CONIINUWS WOOD EPO%1' CRgRED IIOIt3 w EDGE DF IXISIING CONCRETE SHNL Bd 0 12 Incha ac. Inlxmkiob auppoHa (dude) MA%. MNINUM U.N.D. UNLESS OTHERWISE NOTED BE 2 I/Y. 112' pyrak mot sheatdng: 4. NL FPO%Y 9W1 BE SET' HKAI SRIENCM EPOXY, ~ 8a 0 8 iahp o.c. Pyrok kgp DISCONTINUOUS WODO (BLOCKING) MIN. MINIMUM W.W.F. • WFJDEO WNRE FABRIC N:C REPORT tq. FSR-1712 ENGINEIIA OF RECORD TO PROADE INSPECfgN, Bd 0 12 IncMe a.a InlemkloM support (rofbn W WRH (N) NEN / REVISIONS BY .r ? a°a 7g U NIm ~~ 'V i mm ~E 0 ~ a°+;~ N = "EE ~~~vII ~4 mx= ~LL m .~ ~ ro ~ ~~ ~+ Q N G tl m .C z o a ~~/ u ±' U W p O m =D o' coo ~N R 01117 a ~n Q V/ Q O ,U N~ ~ ~/ 11- W ~ n~ 111 ~ 4.1 V ~ O V/ ~ \H/ ~NQ ~0~ rQ ~rr;a~F L L ~ Y w~ W 1„ O ~~zz 0 ~ O ~3~U1 ~ n/ - I~` ?~~U ITAI/00 NTD. DP. '~ 2rcan SI OF SHEETS OEI<.ING FRAMAIG NorES: STUDS HEIGHT SCHEDULE HEIGHT 'H' SIZE AND SPACING OF STUDS L P011 ALL PRN4Y AND LU'tER GiADE BlE Tft f$tIRA1 NOTEb. LALL HOLDOUN ANCHOR EOLTbND6°iNG CONCIRETE r-______ _~r==- ------------ 7.7{t C(MIRACTOR TO YEFBPT' ALL DF01e1AnON KNOW HERE AGADIbT FO1DA710N bLYL C! O'tLDDED N EPoXT Grout DItLLED r l f ------1 H<1 G'-0' 2%/ o Is' O.C. TI! AIC1Y1E070RAL PLAW PRI01° TO bTART OF TVt BIORC I HOLEb. PRORCi ED1'ieEER TO PRD'YD)E BFLQAL NBPEC110N PER ICEO IREPOIWT. !. ALL EXIEROR VEADERB ARE MM 4147 No. I I I I I I I I I 10'-0 SH<1 fi'-0• 2%6 0 16' O.C. TTP, UNO. (bbl NOl AT 7XJa eTID RW.LI 7. ~ hINiP,4CTIA~B BPEC>FiC.ATIONe FOR MOLDOIIN I 4. PIIMDE 60LID 4X 1i76i Ai ALL MEADEp0. UABCN BPANb rte' OR LONGlR °'16T.YLAnON PIroCEDUQ. I I I I U I I 2%6 0 12' O.C. OR 2%8 0 16' O.C. 0. PROVIDE P01 aw POei AT ALL 4XG M1EI0OR CEELBX DEAFI TYP. UND. 9. N'OmEl1 DIbTANCE giCtl c8/1ER Le! CP EOLib EMOEDDm N 116'-0:(H<18'-0• EPOXT GIE7ITED NOLEe TO E000 Cf EMlTAMG COIIgFt1E eV14LL EE ty'. I U I.I W/'L50• Cl1P 0 TOP k BOTTOM T CONNECTION, ttP. EA. SNDS b. CONiRAO10R T01~ERFT rlt EIEVATWN OF CEOLDEG. TLOOR ETG MOON /. ALL EPOXY ewuL EE'eEi' 11GI4 biRIIYwrN EPOXY, I `60°Tetl R7LrFRM'm/7 oN bTwucTDIRAL PLANe, Af•APIbT F03LD DDHDttIGri trP¢AL. I I Nor e"oIN FOR cL4Rtr T. Rif EEAI@!' OF TEAM AT FVBT 16IffOIQIroD, TTTICAL, UNO. ICO FEPORF N0. EN&1117. EAR CF gEOOPD TO F7d0VIDE NEPECr10N I .F~,,roErm~DeL.~aa+B,foleT,imex,•LLP~erBFla~n~oF II ~ II VERTICAL SHEAR WALL SCHEDULE (sEE NOTES BELOw> uND. cR PLAN TTP. I I I I I I I I M1rERU1 MICR SHEAR rPJNSFER 4 CQARACT01R f0 FLLED YEI@T TI1a7 ALL FMOTQIG EXTERIOR W4LL6 APE GPdPPED IL_________JL________==}-~ EDGE NNUNC SOIE MiE FRIMINC ~~~ M11T1 F013A6• CDX PLYWOOD sa AT e' OG ALL EDf#b, 0' GG. AT ALL DIIEIe'®IA1E gW1IIlp. I r --------- -----' -- T.EN CUP SP/ONG I I Q I~. ~y~~ Ar e' o.c. lee Ar e' A7s Ar 1e' S/B'aeb.c. Tm FOIINDA710N NOTES: 1 I I U I. RE OONTRAI.'TOR e1LYL vEROT' Au DD~I461oNb BNCUN DN Fa14DAnoN PLAN utn4 t1E ~ I oaeTen ~ 0 1/r PLYwDao sa a 1• o.c. sos 1/4'x4-1/T• ,175 Ar e• s/e•a5z•o.c. 7eD ART:V8IECNRAI PLANE ND CAfIX ALL eFORlATION PROR TO ANY EXCAVATION OR EARTH (F) RTXf wXXP wdFtlR AT 4' egoc BEE G3tRAL NDTEe, 1TPICAL uNO. 2 FOR bruDb eta 1 ePACDYa, °EE bT1D HF3GIl7 eC7tDU.E, T1'P, UllO. I _ -- ~ pheL y~ ~ I Q7 I/T' PIYW'OOD BO AT 3' O.C TDS 1/4'%1-1/Y A4 AT B' S/e'024'D.C. 490 3, eTRICNRAL DENGNEIR Ie TO FIELD BFfCB•Y CHMYEb Ab NPtDED. I ,{ CQOl1 4. PROVmE HOL DOUSES JOlbtt UxDER F'Obib AfJD AJ,I. PARALLEL BW1E AroIH AOOR. M. uND. I r _ _ _ I.I I © 1/T' R1INOOD B4 AT 4' O.C. 505 1/4k4-I/Z' ASS AT B• s/B•01Bb.C. 7m BOOI 506 BOTH SIDES AT Z-I/T' e. ANCHOR E0.1D AND FAD7ENER8 N LOMAOT WITH FTE°eIFE nEATEp e,00D ~ _ _ _ L 3 ~ ~ ~ b eLXa I ~ SfACGEAm PLATE 6NALL pE H07-011°PED GALVAN®1NC COATED, CR B7AAlLEBe °1EEL I L I I QR ALU'@E11 ALLOY COIOroNCN REBibTAM. (CtC eECIION 7301! WnH _ - _, ~ ~ ~' L Fx, 1 7 1/T' PLTWOOD 9a AT S' 0. SDS Iµx4-I/Z' A75F AT 8' S/8'O18b.G 980 BOM SIDES BOM SD6 AT Y BOTH SIDE Ir --I~ ~ ~ ~ II 7 srAaIERED L®CsEND~.PDeTT4RequG4wau _.. IU-}-ll --JL --- Q 1/T'PLrxgooloae7'o.c ~~3 ac°• ATSFAle• s/ea1e'o.c. eoo ' - _ ^ f@14wlma,roerNIPPURrD+aRmaE,wPOIevALLEr g~ {'~ IL-~- ,•~----= Sc_~ ____---- ---=iT A7 ROLi TO WALL ae cEILNG FRArm1G. TYP, uNO. A 1'„'a ~„', ~T8,7 I ~jw f~~ ~'['7QV~L~ i L - -~ --- f r I NOTES: 1,r' 9 ! . Iw hY ~ oeLm JOleie oRwAFlee E .q. ~- ~~ ~ ~ I ~ ~ i~ ~-DebrRtl Rroro~,+WArm(o 1I1II 1. NYLNG Ar HL PHIa TDGES, Tro AND BOffOM MISS HL PHIa ErlcES aoq(Eq SPACE NARs L~~"~ i '.,~+ .®. I __-LL1--_ N]eMaW ro ro O.MHT1'~ T AT 11. O.C. NDNC INnAIImNTE FRAYING MEMBERS :::: ::,::::. DLODff.D DWMECdG11'DL Y7'LDX PLTMGOD _ F______¶___ I Bd dT b• OG ALL EDGES t'_~ ! t•'. (v ~ I ~ ~ ~ . ~ ,rrw+~~' 2 /-A RArm SNE111pNC~ C-C~ C-q SIRUCNPIL II qt BEfIETt 171 U I ' s. 1uL NY1s Iq a mwNN 1NIFSS orHERAISE Nmm. Has ocPasm ro THE DnE1aDR s1wL ~,,,~"CO MUNITY DEV. Di~'• II BE~LYAN®. ~j °. 4 EDGE IWL INN h OR WiOEIt MEIBBb. NYIS SITYL BE SFMLERE0. TtT /°' 4bpg71TAL eTRM AT CEA71 M WALL S WIERE R1wx70D APPUm TD BOlll FACES Di WALL HID HVL SP/DNO B IE.95 rNH! B' O.C. PANG DCl f01' PL. BEE GETAD. N63 M. uNO. PING JgbS SHILL [E OFFSET 10 FHL ON gFFEAFM FRAMNC ME16D6 OR FRNNNO SHALL BE 7' NarwL aR rHlamf ANO WILT aN EADI sDE sNHL eE SMGGEIRD. & FRMINO AT ADJgNING PAxa EDC6 SHALL BE ]' xowwt OR N100i AND wL sH41 BE STADGOEO PARTIAL ROOF FRAMINCx "~'°^ "~ ~^~ ~~^°°"'~° ~~°"MORE TWN 13/8• ARE SAD°'' qR ~5 DN CF1FfER 7. IF NFN ANCHOR BATS ROIIIRED AT IXSTING FWNOAIDN PROVIDE 5/B' x MIN. 8' DIBEOMENr APP.IX FIe'1 ALL TIQFiAD Ii7D M l9EE NOTES) INN E%RIINC CONCRETE lPOMm ANDIOR ears AT SPA7NG SXOWN Ai S.wS. B EAX)1Ero aF IiaRDr e ~ ~ B CONRMCfat ro VERIFY 1HE IXSTNC PLYwOW EOCE NwUNS ME Oi PLYM000 USED IND C E!_Ogt Let AEq,! SPICING ON F%ISTNC INCNOH BOER IN REID, MILL p PR.M7't BEE °.itET SRBJ A SPECVL INSPECTION BY PROIELT FNGNEFR AEOURm FOR NalIORI INSTNUTKKI NN IXSnNC p ~ iNIF TF3.6! ~ ~ 1 1 FWNOIRON, ~I ~I ~ ~ 10. gMENBONS SUPERSEDE SCIlE i' fi y' '1FTt 74x1/wY :::::::..::::........ 74x7/HVr r_________,r___lF__________l 11.MIN. SINCIE 3x(NOYWII FR/ANNO YEMBEIS AT FOUNMRW SILL MISS AND FAILING MEMBERS __ .. .......r..~..."::::.:~::.°:::::::::::.°:::::a;::r.:.e::r.::::.e::::r:.°::::: HAIOrFRHNe _ xe~a~e P~Arss x~ewree PHa.e I I I I I RmD.txc E°cE NwNC m°M Ae~mINC PwEU Pmwaoo JoNr A1o MrE xuuNC sPUL eE r- ~ r effDEUaenPx-u °::~~..es.:::r..°::::::::::.r::::::.~:::.~::::::::::.~:::::.°:::::::~:~.:..' NtDETAa°AF/-0J I 11 II I saq~NHLgaEs • I -I - I I ~,T,~ r p~P: ~ ~ .~ ..... ~ ..~ ~~ ~: ~lVLi~A1GLLLNN VOR LGNr:'::..: : ~ I I 12 MHFl6E iNE HIDYWEIE SHF/A YAW6 IXCEm 730 PIE, FOUNWDN SILL PUTFS NID ALL FRAIIIG ~~.:::c~:::::::: rrse:::: ::ro~~~r.:: r.::. :c,e:: °...~ .. .. I II U MASTER BATH I LIDJBERS RELEMND EmE NNUNG FROM IARRNO PklflS 9V11 ~ NOT LESS ix NOMINAL MatERS t ;,I I _ J ------------------1 ~ II Ji I ""'1'I""" I I I I IN SHEAR WALLS WHERE THE DESGN SHFM GOES NOT IXC® 900 nF, A SINGLE L SILL MTE WY BE _ USm PRd10m INCXOR BOER /AE OE4CNm FOR A LMD CAP,VSFY OF SOx OR LESS OF 3DEM CQiaRE1E FTlE ~ I I ', ~:: .' '.. .. "1'~"'~I ~ W].O. N0I MIOLI Fqt CLWCIT~ ~ 7HE ,WOIWdE GP1LIfY. PLVM70D JgNf ANO SILL PULE WIUNG SHVL BE SbGGFRED IN HL GSFS. 1. .. :' ' .'.. 'u 15. NIEIE 11E N1f11YBIE SHEAR VALUES IXC® 350 PIE, FWNMTION SILL PUTFS I10 ALL FR/MING IIII wr IJ4 EACH WAr I roeT AT Sun l ..... 1 I .......' ....................."..'......'..'........ MEMBERS AECFMNC EDGE NWNC FROM ABUNNG PANES SHVL EE NDT IF55 Sr NOMIHIL MELeEAS. rowroeorron I I eu+aer,ea I ILJ I ~ I PCb110ENE ................................................. L.. ° 1 IN SNFAR WALLS MXEIEE 7K DESIGN SHUR DOES NOT IXC® 800 PIf, A SINGLE Tx SILL PUTS IMY t r Ll ~ i , Fow enE E I. ~.. ~ ..................... 'T I I I I usm PRanom HIDIOR BoLrs ARE DESCxm FOR A lan cwAan a sox aR Iss of _. . I C01tCITON M, I',::::::::' . :::::::::..... .......~........... '. I I I I THE IILOWABIE gPACIIY. PLYWODO JgHf AND SILL MlE NHIINC SHALL BE SUGa"m IN ALL GUES I II I ~ I ~ 4m' d II }~~t uND. -`g""~ '~~',R,yy~"',w-'-"'B"'-` ___ _____JL______ __ (l1101e N I I I I xaooJaeTRP POST SCHEDULE (HroR sawN LUMBER aTHD cLU-wMIruTED eFAMS) E ~ °3 U I-~ L•Ri' 7xe CONE. LEDGER W 3•Ne AT EAtM eTlm EEW TD PDST COfINECTON OOPOeT I ~' BEAM WIDTH POSE SIZE (MN.) E ) 110 i 7x eClID ~'~. 1 Aii EAClly ewb~U' END INfFRMmUTE CSARAGE I elJtb Ix 4x4 EPC44 PCN IIII III I I I III III I - AT ~ a "oJ ay, I I ex 4xe wcel Pcw or; A'1°7° III oGemeeuealGawoE 11 ~ 11 ~ ro~ °°o4r I I -- 4* fi'•0.vo. I 7k'x aE 4x1 ECCH au III ~ I I1 I ~G°A1a j 'OEM'~e~AP - - ~ ~~~ sY,'x aE 4xe Eae1 CCA4 III I I ] I r--- I! MASTER BEDROOM IM I I i III I H_-- FF a'.oNEw e3;'X ae /xe mn4 ccTa III 3'deaxrxN' III I 1.___ "°"`~ ~ POST SCHEDULE (FOR PARAWM BEAMS) III Dea ~~ Ern III I I I I BEw WIDOI Pasr saE (MN.) I I TaANDeoTTaA Ea E?a IIII I I ~ --- 1 1 BEAM ro Post mxNECnaN III I i ExleoeenRaron I I ~--- 7.bcwxr.LeDxR w, I III r- ~ 3 I I i .eEOVe nt aauee I txr4r _ INIFA I I W a I L L • I----- L=}- L•ew A}Y/°°eaa~ e~i1u~ L•r-r j 7k. 7X7 EccuFNO ccu uEDM i _ - _ 7 'zs Ecc1e cc4s rr.7 ~ ~ 1 I? I I II Id I I 1I L............M!.'~.~°"..~.,..........~...l..rtu,~,hwr~puLLAn... ~ --- - ---- ----- I yl ~-{a-'N 1 IIr----~ I I ..... I ± I I I ~~ r=~'r ,I s 'X7 Eae1 ccu ~ L r ..,.Lie, .......,IL.....,.....L.;...,...1~........... L .. ......I I I L_ I Sy' S 'zs Eaee ccee I -- --- -- H- _ -~ I I I I i .. .. ......... L.....,,.../.....,...1.1..,...-... ... i.. ... I I I } ~ ~ I~ ~ I 5 1'X7 ECCB-T cce-T I _ ___ ___ _ J I ~ ___ ___ _ L___~1.1____7 7'X7 Ea7 -4 CCT -4 I ~----- I T-~F-I-~ ---- -- I I 4mNOJ I -7-TI- -HI r------~--- II I P 7'x5 ' Eat -a cn -e I I -~H ~-il ~ I I I IE- THE-~I I II II ~I TYZ' San a ccT -T j I j f-0" %~~- j ~ xAa I I~ j BATH I r ~ -~~-~ I~ BEDROOM j I I ~ I I BEDROOM I I ~~_1L -~ i ~ ,~ i Ir p~~-11 ~ ~, i eaTH II ~~ 'I CEILING JOISTS SCHEDULE III o! uL ~_i--a I I I ~ ItL ~-1~ =a ~ I ~ L~ =a ~ I SPAN SIZE SPACING HANGER AT III Te1p~~ I I I I I BEAA1 AS APPLICABLE III -I• womruvw4ArroaeWLeorrm III I .}, NALLWA7 I I HALLWAY I "L" O.C. III Ir rrP•uNa r___J I I I I~ I I I I C======1====~ ~ ________ ----J I =_=====I===-~ ~ ____- -_ ----J L------1L--- ---J UP TO 16'-D" 2%6 16" "U26" ---~ r----------- ~ III IIr I I I I 2X8 OR 16° "U28" 15'-D' < L ~ 18'-6" 2X6 12" "U26' HOEDOWN SCHEDULE SYMBO ME BC175 OR SCRENS IN IN NEW CONC. W%M N. EMS, N EPo%V PARTIAL FOUNDATION PLAN PARTIAL FLOOR PLAN PARTIAL CLICs. FRAMINCz "°°° ~r `°°"°°~°" HD7A DR 2-5/BY / (2) 2%4 SSfB16 s/e'r w/1T' EMB lSEE NOTES) lSEE NOTES) (SEE NOTES) ^ PHDSA 21 3/4'01/a4%4 0 (ALT.'PHDS•-•SOS3'j (14-SDS1/4X3) SSTB20 3µY w/1Y EYB FOR ALL DIMENSIONS REFER ~ (ALT.•PHD6~•SDS3 z-'/e•E/4x4 sstB2B T/e•xw/14•EMB ~ IB-s°sl axa HDB4 3-T/8'e / 4x4 SSTB28 T/e'• wile' ELe TO ARCHITECTURAL PLANS, DO NOT O (ALT.'HDOB"-•s°sa') (za-s°s1/4x41 SCALE STRUCTURAL PLANS, TYPICAL p Msr~ N/A / DBL STUDS N/a N/A RENSION9 BY 1 P ~ ~ os ~! '" ~ g~ ~. u nn ~~ o °-@ ~ mro €e 0 ~ `°Y• °a N x "E~ N B ~~~~~ O ~• ~ ~ N C ~ QN G a ~ ~~// ~ o W O 0 M =o ~ N H CDIBB7 k ~# O N 1n,/ T O ~ 4 ~-u~ L~ Nr O 0 ~LL Q N zNQ ~ ~ ~ a a~ o~~~ lu ~~~0 ~~uUl Z ~ ~ u Ddi< G,eO,eb IR'"f-0' DRAMN DP. Joe 7oos•n atEr S2 or atEre £N E0. E0. (E) WALL 'XO'. SEE POSE 4.1 P.TA.i. POST W/ 'CBA4' AT BASE QNOIDOVM € POSE SET ALL TIREAO SIMPSW CATALOG pro Inro EPOxr SEE P.AN Fql SZE IYP., U.N.O. 6xouT (Ice ER-m2L HaIE s2E I/B'1 wcm THAN eAR E0. OIAIETDA 7YP, EO O.F. P05f 5EE PLAN U.N.O. (E) SO.G ~ d• (E~ SO.G 'NO', kE 9MPSON 4X POSE OR MIN. (2) 2Xl , ' ' GTAL00 SRgI,SEE P1.W 'CB', MIN. 8 NN. 8 (E) ~~ ~~ 0 E%ISPNG 0 NEW 2-H ~ d . SET ALL 1HAFM FOR SIZE, 77., U.N.O. ~ SEE PUW (E) CONCRETE µ ooxELS a MAx le' GG `(. gyppT ((CCCC ER~1772), ~ ~ $~ `\ `EMSANC SET INro 7/1'1 HOLE W/ Flq%Y 1'-0' HqE 512E I/8'1 (E) iO C ~G . . LARGER THAN BAA OIANEIER, TYP, •. ~ __ 8 MIN. U.N.Q 6' INN. B' MM. _ " L J •.A __~ IXISIING 0 EXISTNG 0 NEW i FOUNMPON \ I 12' MIN. a i ~. . n d • • • 12' MIN ~ . 1 (E) FOUNDATION qq 6 , SEE PLW - A ^ ~• E0. FOR RBNF. - SFE PIM! TOR N4IE: INSfA1JATION OF (N) HOLD-WWN AT A FOUNDATION (E) FOUNDATION SMALL BE OBSERvED H DOWlES MIN. Z EA. SIDE, ~ PLAN AEINFOAgNG /ND ,~CEP071 Bf 7HE PROJECT 18' LONG, B' INTO (E) CONCRETE n - - ENGINEER IN CHARGE OF SIRUCIUAAI SET INTO S/1' 1 HqE W/ DESIGN, SEE SHEET 51, 7YP., U.N.O. EPO%Y CRWT E0. SEE PUN FOp RE1NF. 1 INTERIOR FOOTMG DETAIL 2 HOLD-DOWN INTO lE) FOUNDATION 3 FOOTING AT POST SUPPORT 4 NEW FOOTWG DETAiL BELOW EXIBTAJG FOUNDATION AME P ~ M E PI J BFNA PER PLWS 1-1/9" f ALL TAEAO ROD SEE SHEEi'Nfl-Sd iHR. 'Hf}Sd ' METAL SfRM F OA ALL INFG (E) CONgiE1E ~-~-~~ PER PUNS ~ O GARAGE (EI ROOK FLTMGOD (!)!LOOK JeT. (E) EXIEPoOR CRME ~ DOUBLE TOP PUTE FY6 ~ .µ~. 7x GONT. LE77f81 uv GBIDE oRU I/e' qA uRrfp NaLL' sroe gbh eaexle IRAN A11 7MREAD ROO 0 MOIIFOOWN R1 e0.ID Ai K' OG / 1 DONFLS 8 0 MAK 24' D.G &1t4 Lat SET INTO ~ 1 HqE - EXISTNG E%R700R /E7k M1r1gA ~FPOXr FWNDAOON CTRJNO ~ OBL TOP PUTE y µ CONT. .N. 2X SNDS _ ~ PAAAl1AlA HDR, _ EN. d u Dt L6T < <, J04T bTA' enWAr a save .,~ I'OE 1.1 roeT - R>'WOD, eeE PL 5/e M15 PLdN W/ VASHFA a I%li E0. ED. +S 0 MA%. O.G EW. SEE N roP a eottcu F1iE OCCURS ~ PIAN SEE 5 NEW FTG. BELOW EXISTIW FDN. AT HARDY FRAME 6 FRAMING # SHEAR TRANSFER 7 DETAIL 8 DRAG STRUT T,E.N, PLYWYIOD TO SNDS aa ,A°-'`` ~~ I 3'~~'~`~ ~ ~ ~^ I ~ ° ~ 2 % BLOCKING 0 4~0' OC W/2-10 d TOE NAILS DOUBLE SNDS OR .,; t ' p a,P~ Cj~ I F El SIDE, FA END 4%4 POSE ~ fiIGNATURE: ~~ COMMUNITY DEV. p1R. DOUBLE BLOCK AT /°~7 JGI~T ~ GfRAP LDGA7IDN OB NUUNG ENOA EN.oA O 0 SPAN - L 2-10 d TOE NNIS HOLES PERMRIED THRU OUf LENGTH OF BUM FA SIDE, FA BLOCK J% }X OX EN,oA E.. AA E.11~ PARALLEL TO JOIST QB Nuupc aX _ -~ _ JOIST o o wHwHnp '; n 3/1' MSf STRAP SIZE ANO MA% , LOCAOON PFA PLANS NOTES: 6' HOLES . APPLY SRRAP ONIIi PLYWOOD WHERE APPIJGA8IE SE OTFIER SEC1gNS I pLpypOp , . DEUJLS AND/OR PLAN MIN 2.2% SNDS, IXCEPf AS NOTED ~~ O.A IND B DENOTE N/IUNG TYPE, SEE NAILING SCHED. 2-10 d TOE NNIS FA SIDE, EA JOIST DOUBLE SfUOS OR N(4 POST PERPENDICULAR TO JOIST g MST STRAP DETAIL lAS REQUIRED) ~ O T1T. BI4LL GoRZIe Olt. AT LAG ot-L TVl4M TtlDOUN roeTrAe ) 11 SMALL ELECTRICAL HOLES (AS REQUIRED) 12 OOrNECTION OF NON-BEARING WALL lAS REQUIRED)