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10080055 Planss 1 M Yam`'{ ldE nla 3 SITE NOTES: LOCATION OF EXISTING HOUSE ON SITE PLAN IS BASED ON FIELD MEASUREMENTS FROM BUILDING CORNERS TO CENTER LINES OF EXISTING FENCES (FOR THE PURPOSE OF THIS DRAWING, THE PROPERTY LINES ARE ASSUMED TO BE AT THE CENTER LINES OF EXISTING FENCES). THE DESIGNER HEREBY RECOMMENDS TO THE OWNER THAT, IN ALL CASES AND FOR ALL PROJECTS, ESPECIALLY THOSE WHERE THE EXISTING RESIDENCE OR PROPOSED MODIFICATION ARE IN CLOSE PROXIMITY TO A SETBACK, THE OWNER SHALL HIRE A LICENSED SURVEYOR TO DETERMINE THE EXACT LOCATION AND EXISTING STRUCTURE(S) AND PROPERTY LINES. a # # TM, � l x ._..-..__...j t t_.. ,. -... je; Y$ ..=..�-f j ' ....,. TESL E 4j,�ja .. +" i' Vply ,gyp` + j j f fig _ J 9 rkj* f f 4d _.,. -- _ i e e a tf f %-. '.:1 ♦ tt { f ,.. .. q) 1 J7,1 , t). 7 7P tt I O .n, 'Yi" f ! df M: t I•+ .i t st T ga�;�ot slall;cwnfarm�ttite jrlinesatei:slulluaotste>ge pro Is�siaa ft�P 1s, M,,'1T71. «, .l 4 t : ♦, % Y:i I . !: vi + Y ! t.� {i.: ,F# �^ t t I fi Rt ! .t,F iV h> � if}a �sti.ntl ,,k ✓.a�fla, ti A1, 1xx} 4 ' %1 b}:tn�, ,MY 4l tn:i iC. ' +�S(i�+t3' " *'t ��^. -:;`. i f2:; � t:H ✓9,;x .✓ .ct sn{a t 9.. Or. 4ry a t.� _, wx Sgt �I .. tars ,. I f = lit s to os ♦•r' ♦ ,c ref ={ s . ;.♦ • s :r �v' f ♦ { s c .. a. t o o c a ti t'{ y' tt f' E •: a t s" t R :!� , SA{cif. •Af (1 YkEi, trt+. 4 # ! !-!t a # '"E +#. Rl({ / taJ ,y♦¢ .$. :71 x ► , ♦ -tt, to a . Ea a a K . '' R . f s . t e- os a., 7 t t;"�a. ♦. t nt•=i Es ). apt ' Vle,1,4 IT r . + ... - occupancy ► s+ : E ft s 4n . ist:- ti-. t tt li♦ Is: ,. California.firiat' ER toe tra Wffotnia.Medmicg tr it FAtion tit UMQi Califomia Plumbing Code 20077Edition t!R ` Calffornia Electric Code on (2005 NBC) California Encru Code I City of c4 a ♦ Ordinance # -33-2007. Y' tIPAPPROVED r,,uPFe1M1C=ES AND ORDINANCES r wr r onttle at all f es and it ic y �.. SHALL NOT be I `aE f did �o to tf I! � 1) Approval of these plans does not release the Owner and/or ontractor of the responsibility for the corrections of mistakes, errors, or omlesions mined therein. If during the course of construction Improvements, public 1 ervsst requires a modification of/or a departure from the My of Cupertino sp frcation or these -~ -- improvement plans, the Chy Engineer shall have the authorlt to require such modification or departure and to specify the manner in which t tv some Is to be completed, at the sole expense of the turner and/or Contractor. 2) Contact public Works, (408) 7 7-3104, for Inspection of grading, storm dr'ainige, ,and public Impmvements. E 3) All public, improvornents must be completed prior to occupancy. 4) Contractor Is responsible for dust control and insuring the area adcent to the work Is left In a clears condition. 5) Contractor shall review City Retell 6-4 on tree• protection prior to a plishing any �,_ .• work or removing any trees. B) Utilize Bast Management Practices (6MP s), as required by 1 he State Water Resources Control Board, forANY activity, which disturbs the soil. 7) A work schedule of grading and Emalon 8 Sediment Control plan hail be provided to the City Engineer byy.August 15. No'hlllside grading shall be ps formad.beWmen October t to April M B) All new elsoMaW service (power, phone. andlorcable) shall be und. argrounded 9) To initial& release of bonds., contact the Public Works Inspactvr lot Fin I lnapection. 10) All downspouts to be released' to the ground surface, directed y from building foundations and directed to IandStaped areas, • Cupertino Srtn. tary District Connection Peo-rmlt (577.50) J s troguired for the proposed Jmp wcm=ts. Ammer do not issue lia Building Patrons, UG AIN) • lttatafl new is*cP+Y Ihn ol::atnaut or ideate and ntiao to an existing proiterly lixlel +clasmiout. Property line cleamut mustbe wh in 5 feat oaf e: property /teat. Clemout sttsil be tits scare 4inwetesr as the sued polrtion of the 5elrvi lateral. Gmvi 14totitl is 4" diameter mimimun. (aC Oft t a Closed-circuit video. of the mtistingleaew prolperty liuo of ti point of 60"A 0000 smd District Wool Is re quimd. prior to clearance fbir City of Cupertino Final, Inspection. Owner to cal# Vishict at least 48 howumn p or to vidt'co inspection to schedule a District Inspector. District to provide i3t ` Depamnenat with wrhtm notimication upon cotmplethm of Wpwd=u r c 5104) e An approved backftow dervige (SAPMO or UPC ved) fs rtgvkad dace the lowest finish d floor with; •pturnbing is less tlteln (I *) f above the dm of the nearast upstt ant meu dlole. W.C. 410) The: backftow devi will be Juspecte4l to verify c4steme and sor4cmeability by a iatrlat l opector at t e three: of video attspe cticat. District to provide Buildfng Depament with rwsrlue n t1 icationa upon tomptetla. of inspection. (O.e:. 5104) t i All cesdlttens,.requ reaaee nts and r eaonsumdadons sire to be to pleted at the (OWTIIeM'/blCVl1l#ipd1`)3 expense - Swim wetor from surf=* ox roof drams, other semi/ snusface rurtaff water or cemdensate from any reside/»tin! t-VAC cquipme nt shall not be divborged to the sw9v xy sewer. : t al " r e.4 buildingPermit ,, .. » 4LEAF Review � t , i"J w YN f� p C tllill�' tiff® r(Z'-k V 1414 Jt4 J 7:1 �_.Mr,'A J-P V1 ,44 t4 agly �tv� ff ar A_ �7 V, 4 I ell ltlAtf CITY HALL 10300 TORRE AVENUE o CUPERTINO, CA 95014-3255 (408) 777-3308 FAX (408) 777-3333 • vlanrdng_@mPertinq.orgr July 26, 2010 SUBJECT: RESIDENTIAL DESIGN REVIEW ACTION LETTER - Application R-2010-10; RM20,1"9: LRIVACY PLANTING The P1 in shall be revised to show iArov6d &rlva m! Q 0 MMW"" b,,L1Xr1 bjEr #,I LUt4t pr�y#CKLjr t" -,Lte _JbUj7eelt IXUAA 'InjuaLl'Aae sec's"n4- ziuvr3, second story de& and second story windows. Me fixW privacy planting plan shall. be reviewed md approved by the Planning Division prior to issuance of building permits. If an e)dstma kee(s) is used for privacy screenm& a letter from a certified arborist shaH be submitted confirming that the tree(s) is in e-ood condition and is appro pri . ate for Protection 'in anv ERIVACY PROTECTION COVENANT The property owndr shall record a covenant on this property to inform future property owners Of the privacy protection measures and tree protection reqturements, consistent with the R-1 Ordinance, for all windows with views into neighboring yards and a sill, height that is 5 feet or less from the second story finished floor. The precise language wiff be subject to approval by the Director of Community Development. Proof of recordation must be submitted to the Community Development Department prior to final occupancy of the residence. WrM OTHER DEPAR17NONTS The applicant is responsible to consult with other'departments and/or agencies with regard to the proposed project for additional conditions- and requirements. Any misrepresentation.of any I s rubrridtted data may invalidate an approval by the Community Development ep ,x_lv R 'EWED 0061 #An �� •4 a« `4 r r • • i 4 ^ w _ 4 i gm 4(� ME ivo 0 dPrIdw PlAr -- A, tV tgn tAw HAv.vwo0oj4Ar4vnmL-. THE HAN6$tIR.'P0RjftGN, SHALL NOT 09 LESS THAN 111/7 Nolit m'qRs THAN 7 IN CROSSSECTIONALDims"stom 6.9. THr% SHAM SHALL PROVIDE .kN SRQUIVA(.*�NT GRIPPING SURFACE W/ A SMOOTH SURFACE 4 NO SHARP CORNERS. (,OUA$ZVRAtL AS SHOWN) HAWWOOD NEWELL POST: 4 x 4TURNED NEWSLL POST-* 45*-0* "-Rom I I TURNED SALUSTERS dp •41 MAX BLEAR SPACING SO THAT A ss>Hrmt� 4* IN L,%AHETER CANNOT PASS THIZOu4m:, HARDWOOD •FINISH rRSAV$ t RISERS 2 is BLOCKING 2 - 5/6, ROUND TRR 50QT5 0 NEWELL POST TO STRIN.0 2 x STRiNoelt HARWOOD FINISH STAIN 7 GYP. SO. OVER 2 x STUDS ti U11.1 N"R Pn goI elxr l, SOUD 0 TREAD$ 4 ftfi•RS W/ OPLLNOSE 49 E ISMAS SHOWN WSWM i�ACKiNO. OAK S4-(AL1, BE 9*POSEX> FOR 1148 WOTH, Of- S' UNDER THE 9AILINISS mmor=1 ,LJ210 HANGER TO TOP LANOfN49 V (--A CARRIAGE low. 2A STUD WALL AT VPMR LANDING Gyp so. UNDF-R, STAIR 9Nct_OSu;zf_ CAlt RIAOF /2 SeyoNo. 2 x 12 W2 - 16d AT'BA. STUD AT OUTSIDE STRINGr=RS x 6, KICKER W/ _16d V 16' F"F/AN11 L I Am i. 11 ZI) *Ytm F� ...... ..... .................. 0 E in I s 'gym ems. t �,�' _ ,1 - ,R],SECTIONNOT-3, 1. EXTERIOR WALLS 2x 5 RID5 #� 16" OIt Wl7H PLY SHEATWIN$WDE, TIP. U.PIO. 2.tNIiIOR WALLS 2x STUDS i6!! OC: tNtTT1 GYP. BOARD BU.N.O. 3. KW TRUSSES, SEE ENGINEER SPACING. PL1(SfEAT;dIAIG. 4. F0011 JOIST'S 016" OC, IJ N.O.::^ ;,So THING. S. ' ROK3'hNG. CONCRETE ROOF TILES; ,`-V LB FELT MOONIER ER 2656. 6. ROOFING. COMPOSITION SHMOLIM'S, OMENSIONAL. r. CEIUNG; TYP. U.N.0. 2x FRAMING'• 7fk 518" GYP BOARD TYR (NOTEf : SEE ENGINEER PLAN FOR CEILING JOISTS SPAN rAeLEl 8: .INSULATION: , u. CEILINGS, R30 BAT 'INSULAIhON b. WALLS, R13 0 2x4 WALL, R19 0 2x6 WALL C. FLOORS, R19 BATTINSULATTON 9. $18" TYPEX GYP BOARD, FULL HEIGHT AT WALL BET'WEEN,44RAGE AND LIVING SPACE 10. CONCRETE GARAGE SLAB ( 11. CONCRETEPORCH.SLAS 12. FLUSH.BEAM PER PLAN 11 DROPBEAM PER PLAN:. 14. APPROXIMATLE LOCATION OF FAU, IN ATTIC (LOCATE PLATFORM AND UNtT PER MANUFACTi mws INSTRUCTIONS) k 1S. FIREBLOCIONG AS REQ,IIIRED PER CBC. 16. 2x CEILING JOISTS, NAILED ro RAPPER (5} 16D 17. 2k RIDGE BOARD PER PLAN 18. RATTERS 0 CATHEDRAL COUNG, PER PLAN. j 19. WOOD TRUSSES, PER MANUFACTURER. 20. 2x FLAT 0 CALIF FRWNG, T *. 21. BLOCKING AT PERPENDICULAR WALLS 22. GAURORAIL PER CBC, . 23. PIER AND GRADE BEA. A1: FOUNDATION PER PLAN. 24. T-POOTINGIFOUNDATION PER PLAN. 25. FULL HEIGHT SHEARWALL 26.' STEEL BEAM PER PLAN 27 HANG TRUSSES FROM FLUSH BE M 28. 518" .GYP BOARD .. t ;• 29. f'18" EXTE`RIt)R PLASTERI mm LATH WITH 2 LAYERS tiF TYPE D PAPER 30., W9VSCREED 31. GALVANIZED METAL FLASHING ' 32.• TRRUSSES SHAPE4WFOR COFFER CEILING 33. TRUSSES SHAPED:To FIRM Art c cAwTY FOR FAU 34. FRAME ARCHES PER ELEVATIONS 35 FRAME COFFERS; SOFFITS AND DROPPED CEILINGS WITH 2x 36. COO; NUO1US PLY SHEATHING OVER ?TRUSSES AND RAFTERS 3T .; SOLD BLOCKING`, 38. 61 � , TRUSS R•ER ROOF PLANS 39.' JO0ft UNDER PARALLEL WAU4 �. ou . C; a, s i i. I Ll r i . fP t c. l ! as » F" Y r, ♦ ,. � ,/�: x ! !.: x � !./ t, ,'.. Ki '" • _: "_ I v,.c*.`i.>t :l�lir.' w• } 7 .i #t Ly', { !I � / - . .su.; '. .. ,€r•esYF-:: „a „ .„... h,-_c s,,ixz_. ».. a'1 �%Cn r,.: :..4., <^"'..' _ II" M 111 i 1' L I YIIW1w. Itd YWM' II [ IY ' * �. � � "" F $ A t - - ,: 1 ;; _ �, { ..,. �# !!►-v'�kf; �:.xr-�' .#" _ .' ;..�� aw"J :„V riar� '.. � �:% al <# is " # _" "` x '�• t - i , P"M �t • � i � t A •- t `. .. - ! ;vz fi: ..- % t�� tp\ any... Rw'o'Rs°" r t: t :}. .� r+ a f�� 1 �';>f�" ice'. RR R! �'� R;"'f � •1� i': ` 1.. :, "'�.ti is „� ♦ ► =f� .�,.. - � p ': outlets installed in bedrooms are protected by an arc -fault circuit.interrupter listed to provide Y V �{ D I. it +►:. i• . � I �. } ♦ , A {III b , I ; protectiotiof thea r. R Affected outletsincludeduplex R 0 R 8 rx= ligbts and hard wired smoke alanns. IcEcm-nmj G:! ... 1 t jj ct I. y �" ie — ,. ...0 yy is FOR INTENT ONLY. .. •'d" y �j# i�,}, .. ' . 7 t ! p'}�ir ibdOt�MM�M �e i S i CONTRACTOR " w ♦ "' t �. ..:i' ..ai. { «_ • , . ,.,. % j��g j p °� �♦{;{♦1��.J, DUCTS TS ( DRYERS. . f 411°R $7�LfYiT - • • D Ylii'°+ LPiM.!T Of tea+' �✓R�4 a ( 6 ; w - . • •..• . 2.'I'�I�i"IfiIdATI , T 3 INTO WE SUILDIR Tyr Ca I~ �� i L� - YGe`( dam} '- �.� .: ... _. .....,. ......., ., . ` a te. t 3 M T TOR614ALL.:SUPPLY ct t t MATERIALS WEE> _ w INST IN TW I: UILD i� a , ,, ✓ —_-.� fSLOPE • ._..., ., . .... , .. ,. ., .., .. .I ! 4, iY'I.,EIP"I�ik�l�x Ti:?AG J-� . iMt�"! � , Y Y ., , .. •re�: • ., . I..., , At.1. I %t11. T I �Y rr1C8 t S"IS III i i-iICN A. T Sd&W , -77 , NE 14AII C.:"EP 15`t 3 , ko, ' . r �Aj .. ..... ; 1404 FWESSURES R>~SM..TWX • T44E GitllCi6 C1-0I 0'TNES>r YALVtS WATER .'. , ly M1 S I A5 C OW AS iM E TO T Y,ALYE SECTION. " NA i�'a• i�ITALL�I� n5 Nei 44 • p° `x �Ir� ��.� LaCAT�I� INSIDE � 83,i1i�31N� � �.. �1� T .. « _ �.,.� . _.«..m,._.. ,_._.... _........ _ __ ... I*� iWT�I AN D"fit iC i Ir? ill tt 'I aE IiL1 11+kz AND 1,4L1 Y �,�,, , 1INA l� AIC3T TW ITT NaR L T €AN SIX II�sCI ASOW-Tv .,. F +tyj�Y�`r. OFs q��J. t.ri�'tYllwh. CI'S P"af�k i«/ `i TO ,F+II�.i BYi _ . • , . ,.. _ ., _,.,x_„ .> ....,. F.,,.., ,, , , d Q } v» f ff T# PIPEMALL i+i�� I��. TAI71wi� UM SECTION �+�� " _„• :::. ' � � MA,". SWALL M 01IMMY CV44WcTEP TO A DRAINAGE OYS1 'I VIMPOWR WIT1IM ♦ WE USE M AMROM) Alfe-GAP HTTM GPI TWF- _.,. DIiOIASI0I �1I"IE�A C�3PC SECTION W14 0 ALL EXQAWfII9AVE RAFT P Ift � , 4w ALL RAvE I WSWIM BALANCE OP. TR TATIC mlxlI�IG� to. WAWATIM CLOWT TANK WALL lE OF Ito GAL. i'l~R'Fi I II. 1*IPQ6 Iid r,110+i t ATO A Pi, IIt MTEM I~'IALL BE So INSTALLED 114AY { PIPAI OR cONNEcI WILL NOT SE SUBJECT TO UNDUE WAM OR $TMOSES, At+0 x PwiY181m8 aRAI..L BE ILIAI°3E 'POR EXPANSION. cONTRACTION AND STMMURAL � ' i - UTILITY Y IN TAIw STI RIWT C*WAY NOT 14TALLED SY WNTIUCTOR WILL REQ UIWA- AI M PPM"IIT $Y TI A NCY MW<)F"Ws SUCM WOW µ « _ S .t i qX JI ♦ w� , t F-i �1 N • � � � '� �\may :0�0 rl ��yy d SCLE -4 i .. aioe 'No. P A, OF 0 t .. V [Z1== immIffimm ENERGY ANAL PROJECT: 10160 Lockwood Drive Cupertino, CA Project Designer: Parra Builders 5704 Cloud Water Drive Castro Valley, CA 94552 510-8890102 [L7777-7it'077=MAL-57h :PORT PERFORMANCE CERTIFICATE: Residential Part I of 5) CF-1R ( Project Name Building Type 0 Single Family 0 Addition Alone I Date TWO STORY RESIDENCE 0 Multi Family 0 Existing+ Addition/Afteration 1 191112010 -1#of PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF-IR Project Name Building Type 0 Single Family 0 Addition Alone Date TWO STORY RESIDENCE 1 0 Multi Family 0 Existing+ Addition/Alteration 91112010 PERFORMANCE CERTIFICATE: Residential (part 3 Of 5) CF-1 F Pr**1 Nwe swift Type GISWeFaintly OAddition Norse T1410 STORY RESMNCE 0 Multi Family 0 MKWrtgt AOMWA SPECIAL FEATURE 31PECTION CHECKLIST The enforcement agency should pay spE cial attention to the items specified in this checklist. These items require special written justification and documentation, and spe ;fat verification to be used with the performance approach. The enforcement agency determines the adequacy of the justificat on, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentalikin submitted. AMUAL ENER03YUSE SUN Project Address California Energy Climate Zone Total Cond. Floor Area I Addition Stories 10 160 Lockwood Drive Cupertino CA climate zone 04 I 3,278 1 1,121 2 FIELD INSPECTION ENERGY CHECKLIST 0 Yes M No HERS Measures If Yes, A CF-4R must be provided per Part 2 of 5 of this form. 0 Yes 13 No Special Features If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type 2LyLity (ft) Features (see Part 2 of 5) Status Roof 140bod Framed A No R-22 1,121 Radiant Barrier Venting NOW aw TDV ft Slancrpmpoeed Space Heaft 2al" f7-46 3.18 space Cooling 434 ?IV 5.77 ram %02 31M 1,64 Dornestlo Hot water 14.83 14,63•aw punvs 1100 0.10 Aw The DHW System A 0 SMITH FPSH-75 is a n )n -NAECA large storage gas waterhealer, Ve*DHWdatai1s. 7 Fe Exis hng water Has ter A 0 S MI T_H_FP_SW- 15- Us -an FF less than the Vintage N & t d t i Field verification is requited. fateAs 46-83 Per H*W Than Stifindaffl- 21.7% The HVAC system The non-dosable area between zones cannot exceed 40 sf and each zone must he controlled with asepagate therrilostat. In addit,)n the airflow Tquirements and fan welt draw requirements in ResfdenfialApoeradix RA-6 must be met. BUILDING COMPLIES NO HERS VERIFICATION REQUIRED l3luildft FMnt Orientatim. I'M 2M dag Ext. WWWAW Wall Area Al" Number of Dwelling Units, 140 9W 165, Fuel Available at Site; Naforaf Gas 0749 lip Raised Floor Area: 2?1 Slab an Grade Area; 0 152 , .Average Gelling Height- 0-3 Roof 1,10 0 Fenestraflon Average U-Ractor- 0.34 TOTAL: 647- Fenestration/CFA Ratio: 19.7% This buikring incorporates an air retardmg moral, which shall be installed to meet the requirements of Section 160 (t) of the Standards. - - _---- - - - The Roof R-38 Roof Affibb (A bb includes credit to; � a Radiant Barrier that is Continuous meeting eligibility and Installation criteria as specified in Residential wall Wood Framed R-13 1,265 New Wood ftmed wlCrawl Space R-13 Z157 Aftered 'Floor Wall Wood Framed R-13 841 Existing 0 Wndl,&4.2.2. TheRoof RCOMWC ()includes an Airga i below Roofing 1115OVent Area requires verification. Door Opaque Door Atom 86 Now Door Opaque Door None 20 Existing we# Wood Framed R-13 797 Altered FENESTRATION U_ Exterior Orientation Area (ft) Factor SHGC Overh!nq _SLIdefins Shades Status Front (1" 165.0 0.340 0.33 none none Bug Screen New Rear(E). 211.0 0.340 0.33 rAwie none Bug Screen New L,eftfAn 119.0 0.340 0.33 none none Bug Screen NOW Right (S) 152.0 0-340 0.33. none none Bug screen Now SSS Designs LLC HVAC SYSTEMS TE Heating Min. Eff I central Furnace 93% AFUE Job Number: HVAC DISTRIBUTION BRR - 0810 Location Heating FAU Ducted Date: 9/1/2010 WATER HEATING Type Gall been used to perform the calculations summarized in this compliance Commission for use with both the Residential and NonresidentfiftWd 2G08 Suit This program developed by EnerqySoft, LLC -www.ertargysoft.com. Min. Eff Min. Eff M. 0 SEER HERS REQUIRED VERIFICATION Items in this section require field testing andfor verification by a certified HERS Rater. The inspector must receive a cornoleted CF-411 form for each of W., measures listed below for final to be given. Thermostat Stal Setback New Duct R-Value Stal 6.0 NOW M TM R M-1i 1112 MTNWrs"l 17, 1:1 IN F-1 0 lei Mol %19r# Project Name Building Type 0 Single Family 0 Addition Alone JW0 STORYRESIDENCE 13 Multi Family 0 Existing+ AdditiontAlteration BUILDING ZOW INFORMATION . --System N HVAC SYSTEMS lo �1111111 Duct WATER HEATING SYSTEMS Standby Loss or MENNEVaimm M pilot j If6t Wa-ter Piping Length System Name_--# r i ipe Diameter! �*M 1. 1911111111111 MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3) MF-1R Project Name Date TWO STORY RESIDENCE 91112010 NP-TE: Low-rise residential buildings subject to the Standards must comAy with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed cli the Certificate of Compliance (CF-1 R, CF-1 R-ADD, or CF- 1 R-ALT Form) shall supersede the items marked with an asterisk (*) belt w. This Mandatory Measures Summary -shall be incorporated into the permit documents, and the applicable features shall be consider.,d by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF1 R _Form with plans. -Building !MLOM Measures: §1 16(a)1. Doors and windows between conditioned and unconditioned &)aces are manufactured to limit air leakage. §1 16(a)4: Fenestration products (except field -fabricated windows) have z. label listing the certified U-Factor, certified Solar Heat Gain Coefficient ( HGQ, and infiltration that meets the reguirements of §10-1 11 (a). §117. Exterior doors and windows are weather-stripped; all joints and a ietrations are caulked and sealed. §1 18W: Insulation specified or installed meets Standards for InsuI4#%Ltt laterial. Indicate type and include on CF-6R Form. §1 18(j): The thermal ernittance and solar reflectance values of the cool r(, ofing material meets the requirements of §118(1) when the installation of.a(Coos Roof is specified on the CF-IR Form. !§1 50(a): Minimum R-1-9 -insulation in wood -frame ceiling or equivalent U factor. ..R1 50(b): Loose fill Insulation shall conform with manufacturer's installed c q§i�gn labeled R-Value. 4a tor. _1L0115 d 1 M -13 insulation in raised wood -frame floor or e u 'it -factor. U Minimum R ivale U §1 50(f): Air relardino wran in N2PO, labeled, and installed according to A.: _115�Mandato!y ya pr barrier installed in Climate Zones 14 or 16. ,pL f§1 bull): Water absorption rate for slab edge insulation material alone with Jut facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 perm/inch and shall be Protected from physical damage and UV light deterioration. ,ELrWIaRn Decorative Cos 82 lances and Gas Log Measure.,;: §1 50(e)IA: Masonry or factory -built fireplaces have a closable metal or 91 ass door covering the entire opening of the firebox. §1 50(e)l 8: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with ajggaccessibfe, 2perable, and fight-fMM dam _1 and or a combustion -air control device. §1 50(e)2: Continuous burning pilot lights and the use of indoor air for cool rag a firebox jacket when that indoor air is vented to the --outside of the building, are Eohibited. S ace Conditioning, Water Heath and Plumbing System Metsures: P §110-§11 : HVAC equipment, water heaters, showerheads, faucets and ail other regulated appliances are eertiiied by the Energy Commission. §1 13(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve backflow :! 1! 1! :! 'ition. Pump isolation valve, and recirculation loop co inection requirements of.§1 13(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -tpe central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights the, t consume less than 150 Btu/hr are exempt), and pool and spa heaters. Heating r cook pq loads are calculated in accordance with A-1HRAE, SMACNA or ACCA. 150 il: Heating systems are equipped with thermostats that meet the soft ack re quirements of Section 112(c). 91 50(j)1A: Storage gas water heaters rated with an Energy Factor no greyer than the federal minimal standard are externally wrapped with insulation havigg.an installed thermal resistance of R-1 g2L2TsteL_ §1500)lB.,Unfired -storage tanks, such as storage tanks or backup tanks k r solar water -healing system, or other indirect hot water tanks have R-1 2 external insulation or R-1 6 internal insulation where the irg temal Insulation R-value is indicated on the exterior of the tank. §1500)2:.First t of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of reofrou' If 150-B. 2, Cootiilg system piping '§' 50') chiliad or brine iping insulated between heating source and indirect hot r tank water 5 2 :stems >1 5 psi, meets the requirements of Standards Table 1' �o 123-A . 4150(1)3A: Insulation is printAr4ad from damage, including that due to sunlight, moisture uipment maintenance and wind. 9150(j)3X. Insulation for chilled water piping and refrigerant suction lines iry :dudes a vapor retardant or is enclosed entirely in conditioned space. ,.,§1,500)4: Solar water -heating systems and/or collectors are certified by the Solar Ratinn anti rttawlifir_atinn 1^nuarnu^n 5-1 by EnerqySoft Userftmber:8129 RunCode: 2010-W mz;.54.42 ID: BRR- 0810 Page 8 of 12 STATEMENT OF COMPLIMCIE to comply with Title 24, Parts I the Administraltive Regulations and Part 6 th Efficiency Standards of the California Code of Regulations. The dommllentation auftT hereby certifies that the documentation is aow-ate and compleft- Documentlition Author SSS Oe&Ws LLO c4mmly Address t10 eV?kN0At4 Name §4Ln-_d of construcilon documenta is coriftfignt mlith tber ottw compliance form and worksheM. WM i6a and with any other calculations sMmftd with Oft perailt application, and remnizes that compliance using duct Ossign, duct sealft. verifftillon of reffterant chalig% insulation Insraflation quality. and bulking erwelope sealing require irsitaller testrig and eadification and field verification by an approved HERS rater, Designer or O. (per Business & Professions Code) (14"Very Pa" 61ifflars Aftess a704CkWGFWatWVftV* CkynalgrLp Castro Veft CA W552 phoo,510-08WQ2 Liomet D& MANDATORY MEASURES SUMMARY: Residential (Pa 2 of MF-IR Project Name Date TWO STORY RESIDENCE !:, 91112010 §1 50(m)l: All air -distribution system ducts and plerwms installed, are sealed and insulated to meet the requirements of CMG Sections 601, 602, 603, 604,605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be seated with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A,orUL 181B or aerosol sealant that meets the requirements of UL723. If mastic or tape is used to seal paniMs greater than 1/4 inch, the combination of mastic and either mesh or Lape shall be used §1 50(m)l: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than seated sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the. ducts. §1 50(m)2D. Joints and seams of duct systems and their components shall not be seated with cloth back rubber adhesive ductt-tapes unless such to is used in combination with mastic and draw bands. 11 50(m)7: Exhaust fan systems have back draft or automatic dampers. §1 50(m)8- Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause dewadation of the material. §1 50(m)l 0: Flexible ducts cannot have porous inner cores. §1 50(o): All dwelling units shall meet therequirements of ANSYASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation Mulled in Section 4 of that Standard. --Pool and SPOHearing Ins an i meat Measures: §1 14(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on -off switch mounted outside of the heater, a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a 0i of light. §1 14(b)l: Any pool or spa heating equipment shall be installed with at least 36"of pipe between filter and heater, or dedicated suction and return lines or built up - connections for future War heating. , 114 (b)2: Outdoor pools or 2pas that have a heat PUMP or as heater shall have a cover. §1 14(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only dun no off-peak electric demand periods. §1 50(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve Muirements of 415010). Residential Lintlifing Measures: §1 50(k)l: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 1 50-C and is not a low 2Tca - §1 50(k)3: The N a luminaire as specified by §150(k)2. jag2 of permanently installed luminaires shall be determined as 2p2ofisd §y §1 30(d). §1 50(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5., Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 160-C and shall not contain a line -voltage socket or fine - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. §150 all meet the ME11cable requirements of filfift). fit 50(k)7: All switching devices and controls shall meet the Muirements of §150(q7. §1 50(k)8: A minimum of 50 percent of the total rated wattage of permanently installed fighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units few than or equal to 2,500 #2 or 100 wafts for dwelling units larger than 2,500 fte may be exempt from the 501% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a mutt -scene programmable controf system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occypant sensor. §1 50(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. Energyfto 5.1 by Energy$oft User Number 8129 RunCoda. 2010-00-01TI3:54:42 ID. BRR - 0810 page 9 Of 12 15; Project Name �BuikfingType TWO STORY RESIDENCE i-------------- OSinglelarrilly OAdditlonAlone 0 Multi Family 13 Existing+ Add heration Mon/A I OPAQUE SURFACE DETAILS Al-RMTROOR OEM FENESTRATION SURFACE DETAILS FN (1) U-Factor Type. 116-A = Default Table in Standards, NFRC= Labeled Value - LGG T "_a-. 1 16-B = Default Table trim Standards, NFRC =Labeled Value E)CTERIOR SHADING DETAILS Exterior Shade k-Type-1 '710 E IR W-r"s E i twl 0 OEM MANDATORY MEASURES SUMMARY: Residential (Pa 3 of 3) MF-1R Project Name Date TWO STORY RESIDENCE 1 91112010 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §1 50(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy fulmnalres. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 ware feet located on a residential site is not required to coTply with §150(k)11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters La.Wratorles or other nationally recognized testing/rating laboratory; and have a label that cerfifies the lurrilunalre is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be seated with a gasket or caulk between the luminaire housing and celfi2g. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a pholocontrof not having an override or bypass switch that disables the photocoritroll; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptioni to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §1 50(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of pqwer as determined according to §130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements In Sections 130,132,134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130 I31 , 134, and 146. §160(k)16: Permanently Installed lighting in the enclosed, non -dwelling spaces of low -rase residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of 4119. Emtgy&* Uw ftniber 8129 RunCode. 2W04"IT13."-42 ID: BRR-0810 Pam 10of?2 rC94Z14___ � I 0 - _r It 11 W I L_ iL 1:11164dro i1_P,:J;N1;1[q_2 L: J GENERAL REQUIREMEN'T�S� Genwall Reguirements: .,. . . . 1. The site plan is note survey, Itis provided for building and site work layow only. General Contractor $hall verify on . go_"Oral Nolles: I site, all existing gradies, all existing gradLms, existing improvements, propert,/ lines, easements, setback clearances, 1. AlIPOnStrUction work and its finished product shall comply*th all applicable federal, state, and local codes, laws and regulations. In utilities and substructureV conformance to the drawings prior to commencir g the work, All discrepancies shall be immediately brought to the attention of the Owner. See Grading, & Drainage plans. I I . case bf conflictsi the most restrictive shall apply. . . I I . 2.' � I . T , he "Uance�of a building permit shall not be construed as a guarantee that all code requirements are reflected in the documents, 2. � ' All on-elte and off -site earth work shall conform to the soil report, and to loc al clty�lcounty ordinance requirements. All work shall be completed prior to any occupancy. � no guarantee of construction quality Is Implied of Intende4 by the architectural documents, The general contractor shall be I . - . Ultimately resPonsi I ble, for any or all construction deficiencies. I . 1 3 For preparation of the building site, all the stumps and roots shall be remov ��d from the soil to a depth of at least 12 3. I Builder set definition: the" plans are "builder's set," it contains information for building penrilit and..general �onstructlon purposes . I � 1�df Inches below the surface of the ground in the area to be occupied by the bu" ng. . I . � � . I only, They are not exhaustively detailed nor are fully specified. This has been produced forthe use of a knowledgeable and 4. See civil drawing for pad elevation and related Information. I � 0XI)Crienoed contractor. it is the responsibility of the contractor to verify, select, solve and install all materials and equipment carefully. � . . . 5. Finish grade shall have a minimum slope of 2 % drain away from the bulldin�) for a distance of 6 feet. � 1 4. � By executing contracts, prior to commencing any work or ordering any material, contractor represent that they have. . S. - ' I All earth swales shall have a minimum slope of 2% away from the building. The G.C. shall maintain a minimum a. Liability insurance and workers compensation Insurance. slope of I % throughout the site unless otherwise specified. . . . - � b. I uti 1 � as c n , surfaces be r1ace Velified existing job site conditions and surrounding% locations of at lity tin , o duits or su U 7. All roof drainage shall be discharged through the rain water leader to the s(. 4ded yard, See Civil plans. structures, etc. . 0. Contractor to verify all measurements shown on these drawings which supersedes scale of drawings. . 8. Provide PVC sleeves under all hardscaping for future sprinklers,site fightin�(; & drainage, I S. I The contractor shall immediately notify the designer/engineer or owner of any conflicts or Inconsistencies they discover Within the 9. . I Landscape irrigation system shall be designed to prevent saturation of soil adjacent to building, . drawings or existing field condition prior to contnue the work . � 6. . � ' � Unless noticed and arranged by owner, there will be no designer or engineer observation during construction. The contractor shall ' 10. Protect existing trees that are to remain, per oily requirements. be solely responsible for the quality control and construction standards of this project. I 11. Provide sump pumps for foundation and Light Well drainage as designed b', civil engineer. 7. ' Demolition shall be done in a safe, orderly manner without damaging to other parts of the premises or adjacent properties. * CONCRETEIFOUNDATION 8. ' Af I demolished items shall be disposed of by the contractor unless otherwise directed by the owner, verify with the owner on items to I (Specifications on structural drawings supersede duplicated structural specifioatio�)s provided here.) I I ' be saved and store& All removed items to be saved for reuse shall be handled With care. , . I Concrete Work (cast in &qe _L 9. I I All public improvements shall be made In accordance with the latest adopted city standards, if any applicable. I . C6ncretv, All concrete shall be designed to'attain an ultimate compressiv(-, � strength of 3000 PSI after 28 days. I I % . The Work onthese drawings Is generally diagrammatic and Is intended to convey . scope of work and indicate the general final layout, 2. ' PordandOement ASTMC-150typeeforil. Low alkali, mill tested and oefified. U�etype V cement for O/o. I . � � �. soil containing sulphate concentrations of more than Q2 I . I I . I scove of wolAr. . . W 3, Water: From domestic sources, clean and free from all organic or other de elerious sources. . 1. . ' . The Contractor shall provide all labor, materials, equipment permits, and services necessary for construction of the building and sit6imProvements. The contractor shall be responsible for means and methods of construction including shoring and temporary 4. . Aggregates: ASTM C-33. Maximum aggregate shall be I". . . . bracing and shall take all necessary measures to insure safety of all persons and structures near or adjacent to the site. Care shall 5. $and: ASTM C-33. . . be,takdri to protect from any damage all trees and vegetation on the site and. on adjoining properties. Any trimming or other I . alteraton done to trees shall be done so,only by approval of the Owner. . . 6. . Admixture: Pozzorith Normal ASTM 0-494 Type A or approved equal. 2, � The Designer will not be providing the Owner With regular on site contract administration and Is available only.at the reque!kt Of tile 7� * Foundations: Install as included In these drawings or as amend � ed by the fi,ial soil report. I Owner. The Contractor Is solely responsible for the quality control and construction standards for this project. . . . . ' ReInfoMft Skel- . S. These plans are for general construction purposes only. They are not completely detailed nor fully speoffied. The drawings were I - ' Workmanshir. All work shall comply with the requirement-, set forth in the "Manual of Standard Practice for prepared to a level of completion satisfactory for building permit purposes and for construction by a knowledgeable and ex*ienoed � Detailing Reinforced Concrete Structuree', published by the American Coi torete Institute,exoppt where more contractor. The Contractor Is responsible for preparation of any supplemental details, product specifications, coordlarytion and exact requirements are specified in the, Contract Documents. installation of all materials and equipment. Details shown are typical. . � I 4. I . . The Designer does not guarantee the ContrSct0l's Performance, and no Provisions Of the Contract Documents shall refieve the . Z Reinforced Steel: . I I 2.1 Footings, piers and slabs: ASTM A-61 6 Grade 60 or as specified o� 1 the Structural Construction Documents, . Contractor from any liability due to negligence, incompetence or errors of omissions or commission ofthe Contractor. . �, . 2.2 Minimum0ovemge. Minimum 2 inches concrete of steel where co'r orete isformed, .3 inches where not, * 5.1 ' . Mechanical, electrical and plumbing systems are shown for Intent only. These systems shall be design/build by the Contractor . formed, 1-1/2 inch from top surface of stab unless otherwise noted o-1 plans. I . I . � the Contractor shall be responsible for all necessary permits, drawings, calculations, and Title 24 Energy Compliance- 3. 1. Reinforoing Mesh: Mesh shall not be used, All concrete slabs at garages porches, driveways and patios shall be � . � reinforced as per Structural *Dtawings. � � S. . * ' Clean Up: General. Contractor and all sub -contractor shall maintain the premises clean and free of all trash, debris and shall � F,ouqdW6n-. r protect all adjacent work from damage, solling, paint over spray, etc. All fixtures, equipment, glazing, floors etc. shall be left I I clean and ready for occupancy upon completion of P"Cilect. I I I . - All construction shall be In accordance With the uniform building code, cum ot edition. . 1 q "11 g2fttrol: I � I 21 ' * ' � Ail holdowns and anchor bolts at shearwalls shall be set in place by the tenplate, pirior to foundation inspection, . . . 1, . Codes: All construction $hall be performed in accordance w! I th the governing edition of the Calificinta Building Code, the California' 3, Concrete shall have a minimum strength of 2500 psi in 28 days, Foundati,�n vents shall be equal to I square I Plumbing Code, the California Mechanical Code, the California Electrical Code, the California Energy Code and all, local and State *Type foot for each 150 square foot of underfloor areas.� � govemingcodes and ordinances for R-3 &U1 occupancy, V.N construction, Contractor shall verify all code requirements before commencement and bring any discrepancies between code requirements and the construction dRounlients tO the aftentiOn Of 4. I Contractor to verify all dimensions, � report any disorepanoles before bulldin,(_ � the Owner. Doors, Windows, glass, block$,, house numbers, etc. shall comply With the city security ordinances arid requirementS. . �. Provide 14' x 24!' foundation access within 20 ft. of plumbing cleanout . Z ' The Contractor shall verify, at the site, all conditions affecting work and shall review the contract documents for any areas of question affecting cost, construction and warrantY and any drawing dimensional or note conflict, discrepancy, illegibility or orrils6lon. 6. Crawl space shall have a minimum clearance of I 6' under floor joists and minimum,l 21 under floor girders per - - I All areas of question shall be brought to the attention of the Designer in writting before commencing any work and/Or submitting any codes. . . bid. Commencement,of any work shall constitute acceptance by the Contractor of all conditions affecting Work. I 7. Minimum 4x6 post where girder joists occur. . �. Workmanship throughout shall be of the highest quality of each trade involved. 1 8. * Anchor bolts'to be provided with 2!'x Z'x 3/16' plate washers. . 4� The Contractor, before commencing work, shalt notify the Owner in writing of any work that cannot 106 fully guaranteed Or L'Xecuted I 9. . � All footings shall extend the required depth into undistu I rbed earth. . . I within the intent of the drawings prior to the bld subrniffal. - I I . I 5. , ' All construction shall be in strict conformance with the manulacturees latest written specifications. The discrepancies between 10. All isolated footings to be 8P deep minimum. these specifications and . the contract documents Prepared by th6 Desiigner and his consultants shall be brought to the attention Of 11. Foundation walls to extend at least 6 inches above the finished grade. the Designer before commencing work ' , . . . 6. Reference to ft product manufacture trade names afe for minimum performance standard only. Submift, equals may be allovmd . 12. Foundation plates/sills shall be pressure treated wood and shall be boltet to the foundation with not less than upon approval by the Deslgner� material and detail Submissions made by the Contractor without written approval by the Designer . to repair cost, ancillary damage orthe performance Of 5/8 inch nominal diameter bolts embedded at least 7 inches into concrete and spaced not more than 4 ft, apart or as otherwise noted. Bolts to be located within 9 inches of each enc, of each sill piece. I shalt void any r6sponsibility or liability of the Designer as performance, . - I related materials and details. . 13. Connectors for p'mssure_treat6d or fire -retardant treated wood to be hot-d pped galvanized, stainless steel, 7. . I Cutting and patchina includes cutting Into. existing construction to provide for the Installation or pefformance of other work . silicon bronze or copper. � 1 subsequent fitting and patching required to restore surfaces to their original condffition. Use materials for cutting at Patching that are identical to existing materials. Do not cut and structural work in a manner thatwould result Ina reduction of load carrying capacity or load -deflection ratio. submit proposals and obtain Designe6s and Engineers approval before . . proceeding With out and patch at structural work. I I (11 I I � . C $. Aft dimensions shall take precedence over scale shown on the plans, section, and detall. Dimensions:are to face of studs, face of foundation, face of concrete block, top of sheathing. . I . I . I . 9. Quality control services include Inspections and tests performed by independent,agencies and governing authorities, as 2 well as by the Contractor. inspection and testing services are Intended to determine compliance of the work'and the re . qulrements.speclfled.� Approval by a building official does riot mean approval or failure to comply with the contract . I , . docurneft. Inspections and testing shall be performed at the request of the owner, the Designer and/or governing 3 ' *agenolesAs -set forth In these documents. Quality control services are the Contractor's responsibility, Including those � specified to be performed by'any independent agency and not by the contractor. The Contractor shall employ and pay - I Independent agency, testing laboratory,or other qualified firm to perform quality control services specified. Where 4 results of Inspections or tests do not indicate compliance With the contract documents the Contractor.shall be resprisible for 5 any repair, replacement, correct and re -test that is requilred. I , I SITE WORK , I I � . � . , . I I . 99M"Pit I 06 IS ol 1. Perform all work on this section in conforman with the final Sol , compaction and ge ogicat reports, . � . Z ' Report shall be dated less ihan 2 years from construction da* otherwise Owner shall ftave- Soil Engineer update soil report. ' � 3. Pdor to requesting a foundation Inspection to the Building Department, the Geotechnical Engineer who prepared the soil investigation shall provide a field report, In writing, which shall state the following. � (a) the building pad was prepared and compacted in accordance With the Soil Report and specifications. (b) The foundation andfor pier exoWation, depth and baoldill materials, and drainage (if applicable), substantially conforms with the Soil Report and approved planS. I I � (p) Utility trenches have been property backfilled and compacted. I I . � 4. Prior to firial inspectilon of any building or structure,'the Geotechnical Engineer of record who prepared the soill investigafion , shall Issue a final report stating the completed pad, foundation, finish grading and associated altework substantially . conforms to the improved plans, spedifications and I � . . . . . � I , 5� The prOject engineer shall submit a letter to the Crty certifying that the site grading and drainage are in conformance With the I approved ,grading and drainage plans, subject to the review and approval of the Assistant City Manager I I I � I I . . I I DOORS, WINDOWS AND GLASS I � (see specifications on structural drawings.) . R2M9h CarpRn1r_y! Wood Doors: odwork institute of CaliforniaC', standard grade arid I . 1� Standards: Ail doors shall comply with the requirements of the "Wo . I � Referenced Specifications and Standards: . 1.1 West Coast Douglas Fir (DF): National Forest Association Standard PS-20-70. . "Title-24, California Administrative Code." 1.21 Douglas Fir Plywood: Product standard PS-1 -3 and rules for DFPA grade traderriarks . 2. Exterior Doors. . off American Plywood Association. 1.3 Marking: Wood timber shall be marked with its grade and plywood with Its grade trademark 2.1 Flush Wood Doors: 1-314�'solid core for doors (U.O.N.), flush face paint grade, unless noted otherwise On plans � in accordance with the referenced standards. A piece with defectS rendering it unsuitable I or on door schedules, . 2.2 Paneled Doors: 1-3/4' solid core, raised paneled face, stained or paint grade, see plans and door schedule. ' 1 for use intended shall not be used regardless of grading, I . . 1 23 Entry Doors: 1-39' solid core, raised paneled face, stained 6r paint grade. See plans and door schedule. 1 Z LumbetGrading: Unless noted otherwise, lumber shall conform to the following. 2A Garage Doors: See plans. . � 2.1 2x Floor joists, ceiling joists and rafters shall be S4S seasoned No. 2 Douglas Fir. #1 Douglas Fir. Aluminum or Vinvi Sliding Doors and Windows* . . 1 shall be S4S seasoned Window schedule. All Windows and 22 Headers, .11ritels, concealed floor beams, roof beams and posts 1. 2,3 Exposed floor beams, roof beams and posts shall be seasoned No. I Douglas Fir, free of heart center. Aluminum or Vinyl Sliding doors and Windows: Window Mfg, shall be as specified on sliding glass doors shall be With nail -on fin, unless noted otherwise on plans, . . . 2,4 All 2x4 studding, blocking, furring and plates shall be 848 seasoned 'stud'grade Douglas Fir, unless noted otherwise on the dravVing; 2X6 studs shall be No. 2 2. 0 Screens'. Provide screens at each operable opening. All screens shall match sliding gi-ass d ors and Windows unless 2.5 Exterior Wood trim shall be so sized seasoned select tight knot Douglas Fir unless noted otherwise on the I noted otherwise, . . drawings (alternate use spruce With dried, resawn). 2,6 Exterior wood siding shall be so sized seasoned select tight knot Douglas Fir or better, champion Building . S. e I Glass: Glass shall be sized in conformance with CBC Chapter 24. Tempered glass shall be installed where requir d as per Products or approved equal, . � CBC 2406A. 2.7 Exposed eave and rake sheathing shall be select tight knot Fir. � 1 2.8 Roof Sheathing shall be plywood sheathing exterior grade (see plan) laid With I kale grain perpendicular 4. Standards, Title-24, California Administrative Code; Safety Standard for Designerural Glazing Materials (16 CFR 1201) issued by to joists, rafters and with staggered joints, panel index 2410. - � 2�9 Plywood shal I be I standard (C-D) I NT-DFPA, (C-C) DFPA, Structural I (C-D) INT-DFPA or Consumer Product Safety Commission, effective July 6, 1977 7. � . sheathing group Structural I EXT-DFPA. ith kale grain Installations: . (a) Sub -Floors shall be A-C plugged, Group 2 on, 3/4 inch T and G underlayment grade. Laid W . 1 - All Window and door rough openings are to +6-8�' or to 8'-a' above finish floor, U.N.O. on plans verify \With door and Window . perpendicular to joists and with staggered joints, panel index 42/20, . . manufactures specs. Align top of French doors with top of windows, typical U.N.O. I (b) Wall sheathing shall be 1/2 inch thick, unless noted otherwise (see plan) Structural 1, panel index 2410. � � See Structural Drawings for Specifications, Provide full wall sheathing, including around Windows. Z . rials ' All gl?zing in glass doors and sidelights,. shower doors, tub enciosures and storm doors shall be safety glazing mate I ing surface (tempered or laminated safety glass). Glass tub & shower enclosures and adjacent openings Within 69'of the walki 3� i Sub -flooring Installation notes: Plywood 314 Inch shall be secured to framing members with adhesive (B.F. Goodrich, I is to be safety glazed. Glazing within a 24" aro of the vertical edge of a door in th e closed position, and which is within 60" of the I . "Plastikon 409'or equal) and I Od common nails spaced not over 6 inches O,C.at edges and 10 Inches O.C. at field walking surface to be safety glazed. . � Unless noted otherwise. Wood floor shall be level to within 1/8 inch in 48 inches and 1/4 inch in I 96inches, Use 1-1/8" plywood sub -floor if specified on the plans. 3. Skylights are to be glazed with tempered glass on outside.and laminated glass on inside (unless plexiglas), Glass to have a � I � maximum clear span of 25 inches and frame is to be attached to a 2x curb with a minimum of 4 inches above roof plane. I 4� . Hangers, Framing Anchors and Fasteners: Stamped and fabricated steel of the type indicated as required. . . Nails to be those furnished by manufacturer for this, specific use. Nail-, shall be fully driven in all holes in the Anchor. 4. "Teco", "Trimfast", "Simpson" "Artoor", to the indicated shall be provided. All hangers and All glazing in doors and in windows shall be dual glazing per the energy caicuiet'tons. I : or conforming requirements ; I anchors shall be galvanized or shop painted with rust inhibitive paint. � � I . FINISHES 5. I Connections: All nails in -strap connectors shall be 16d nails in 01 I holes. � . " � 6. I . 1 Nails: All wood-fra I ming members shall be well nailed in accordance With the . code sections applicable. All exterior SECTION 9.01 Gypsum DryfLWA�Sllcon�struotio�n., . loation be Table 23-fl-B-1, UBC 1997 edition. Nails shall 1. standards, All work speciffied herein shall be in accordance With "American Standard Specifications for the Appi I nails shall be galvanized. Minimum nailing for the framing shall per Standards and Finishing of Gypsum Wallboard'as, approved by the Amen6an Standards Association latest edition; be common wire nails. . . � I e applicable ports thereof are hereby of a part of this specification except where more stringent r quirements are called for , 7. . I Stud Wall, 2x4 at 16" O.C. unless noted otherwise, plumb to JIVI in 8'4', straight 10in 16-0". 2x6 studs at I in this specification, in local codes or by the manufacturer of the gypsum wallboard, whose requirements shall be followed, Bearing wall over 10 feet high: Non -bearing walls over 12 feet high and at Cripple walls between a floor and . . I foundation over 14 inches high; if less than 14 inches high use 6x blocking. All exterior studs shall be full length 2. Gypsum Wallboard: . 2.1 ASTM 0-36 with recessed longitudinal edges. Thickness will be as called for on the drawings. to ceilings, See structuraf drawings for walls over 20 feet hlgh� 1 I � 2.2 Edge nail and field screw Gyp, 8d. see Gyp. Bd, schedule, . I 8. 1 Headers and beams: 8A I-11Z'mInimum bearing, and shall be of'size designed on plans, ol I beams shall be installed With crown .3. . I . Nails'. Annular ringed nails "ASTM'C-300,1-31V'or 1/2". Nailing shall be inspectedand approved by the Building Department � up unless noted otherwise. Cantilevered beams shall be installed with crown down. . prior to taping joints. I � I I � 8.2 Provide 4x4 posts or 2-2x4 studs minimum under all beams and headers unless noted otherwise. FLo� . . � ' . 1 8.3 All sub -sills over 8'-O" in length shall be double 2x4. where contained, within walls unless 8,4 Double 2x4's, spiked together, may be used in lieu of 4x4 posts, All changes in floor material occur at centerline under door or framed openings, U.N.O. I � I . specialty noted otherwise on plans, I I I . 9� . � Wall Bracing: All walls shall be temporarily braced until joists or rafters are nailed in place, sufficient additional braces � . SPECIALTIES I . � � . shall also be employed to maintain the plumbness, squareness and stralghtness of all walls until the construction has General specialties: . advanced to a point where all portions of the building are hold rigidly in the proper position, diagonal brace exterior and 26 lineal feet unless noted otherwise on the plans. . . . Installation: All items shall be installed in strict accordance with the respective manufacturer's pulAshed, instructions and interior load bearing walls at corners and not less than every � I I .� i ton WILL NOT be permitted, approved installation drawings. Adhesive installati � % , Fireblooking and Blocking: Maximum concealed space of 101-VI and at mid -height, ceiling coves, boxed eave-> - Hardwartff!q!�h� - � I and floors, as well as soffits. Block at 2-WO.C. behind allsiding. I . Hardware List The contractor shall provide a detailed list of aft hardware, materials, manufacturer and catalog numbers.. This 11� � . . plates,, lap top plates at minimum of 4,'-91. Provide Simpson "Strong Tie" ST-21 (16 Ga. 1-114" x 11-5/8) at plates where schedule deal be prepared by the hardware supplier and submitted to the general contractor not later than 15 days after winning the award of the finish hardware contract. Provide six copies. Supplier shall be responsible for IJ complete job laps are not possible, Interior plates shall be bolted with approved driven stud bolts shot into concrete as noted above. . I I whether or not listed. � . 12. I � Pressure Treated Lumber: Install pressure treated lumber in contact with concrete. � . I . � -' I 2� Looking devices. Looking devices for all doors, Windows and garage doors shall comply to the city building security ordinance. . 13. I . Bui . IdingPaper. Federal Specification UU-B790. install under,exterior siding and trim and carefully apply soasto form I . I a watertight membrane. Each course of paper shall overlap the course beneath it 6'minimum: Where the paper meets frarne. Install - I EQUIPMENT any opening the paper shall be carefully lapped over the frame to prevent the Passag e of water behind the I I � sisalkraft paper at exterior door and window frames. Use 2 layers grade D paper behind all stucco. , . I Finish Carp2ntry: . _ � . . � Appliances and Special. gqp! �Ment� . . Measurements: Verify all dimensions shown on drawings by taking field measurements; proper fit and attachment of all parts . . 1� Millwork: Man ufacture millwork and casework. per Manual of Millwork of Woodwork Institute of California, custom grade is required. . . . I � I i . . i unless noted otherwise. . � I .� � . i I I . i 2, . 1 I . Installation: Install all sheiving, casework, millwork, doors, hardware, railing, counters, utility backboards � � MECHANICAL . � � I I and other finish carpentry � . . . Insulation: � . Insulation shall be provided and installed per Title-24, California Administrative Code. Provide fiberglass insulation at all Heating: � I . . . I , Rules and Regulations, All work and materials shall be in full accordance with the latest Federali State and local rules and regulations. Nothing in these plans or specifications shall be constructed to permit work not conforming exterior walls, floors and roof between and un-conditioned spaces as noted on Title-24 Energy calculations and I . insulation schedule. Insulation shall extend full height at walls and fitted tightly between -studs, to these codes. I I � MOISTURE PROTECTION . I . . Roofing and Membrane: . I . 1 __4,� 1 � RASONRY I . . 1 . Conor eorctay rool Wes: kliapplicable, see oTplanandsPecill I t I ee� specifications on structural drawings.) , I � . I . . 2, � Cedar shingle roof., (if applicable, see roof plan and roof specilficatlon4 I . UaHim controlz Number I grade; red cedar shingles; 5" to the weather, -random joints. Apply over building paper over plywood . Masonry units shall conform to UBC standard 21-4 requirements. I sheathing as noted on the drawings, � I * Sheet Metal: Mortar mix shall be I parts cement 3 parts sand, 1/4 part lime putty by v( lume of cement and shall odriform I , Measurements: Verify all dimensions shown on the drawings by taking field measurements; proper fit attachment to ASTM C-270. Water content shall be the minimum, required for working .-onsistency. on all parts Is required, � I ' . Grout mix shall be I part cement, 3 parts sand and (optional) III 0 part fir te putty. Add up to 2 parts pea gravel where 2, Standards: All work included in this section shall be performed in accordance With the recommendation contained space ' exceeds 2 Inch, 28-day ultimate strength of the grout shall be 200C, PSI. Maximum grout lift in one day is 4�-011 int , he latest edition manual "Suggested Specifications for Designerural Sheet Metal Work," published by the Sheet . All masonry shall besolidgrouted. - � . I I Metal and Air Conditioning Contractors National Association. � , � . 1 3� Zinc -Coated (galvanized) Steel: (Called galvanized iron herdinafter and on drawings). Conforms to Federal Specs. . Brick shall be ?MW? Grade In accordance with ASTM C-73, -+I ,1-� I jr'n ,,.-, ,,.�r ft Unless . METALS. STRUCTURAL AND MISC. I I (See specifications on structural drawings.) . .� miscellaneous and Structural Metals* . : . . . ' . I. Workmanship. Work Shall -Comply With A.I.S.C. Manual of Steel Construc tion, latest edition, uniess more - I I . exact requirements are in -the contract documents, . . . . � 2. Structural Steel: All structural steel shall be ASTM A-�36, Fy = 36 ksi exc�,�pt structural tubing shall be ASTM A600, Grade B, F:y = 46 Wi. . - . . " � . � , � , , I I I I 3. Pipe: Standard steAil pipe, ASTM A-53, grade 8 or as specifically noted o i the diawing� � . . 4� Miscellaneous Items. Miscellaneous metal items and their components �� re not necessarily individually described, The most Important and those requiring detailed description are speciffe( . Miscellaneous items not described shall be fumlshed and installed in accordance with the item of the drawings an J specifications and as,required to complete the work, . QQ-S775A Type 1, Class 4: either galvanized or bonderized, /A0 I JVIPN�-�Ql ,-w 1 1�1 . - t, I V � indicated otherwise, all Metal Shall be 26 gauge. I . . . 4. Valley Flashing and Crickets: 26 gauge galvanized iron, 18 inches ' wide for shingles, (1-112' high) raised cente diverter. The center of all flashing for all through roof vents and all,alectrical service connection shall be less than, I 6. inches from center of any valley. I . . I I � Ventilation: . 5, ' Combustion Air. Combustion air shall be taken from attic space. Attic to receive 2 rectangular vents spaced for cross ventilation, Ventilation required: 2 square inches per 1000 13TU with 200 square inches minimum, Openings shall be . covered with 1/4P non -corrosive Mesh screen, Extend ducts 6 inches above joists. 1 6, Attio Ventilation.- Ventilating area'openings shall not be less than 1/1 50 of attlespace except area may be 1/300 provided at least 50% of required area is provided in upper portion of space, not less than 3'-Y'above eave or cornice ve-rits. I . . � . 7. Install exhaust vents in garage as per the governing edition of the UB-C, . 2, Drawings: (prepared by Owner's Mechanical Engineer, U.O.N.) ' - I . 2.1 The work shall be installed as indicated on the drawings, however, changes to accommodate Installation - ::, of this work or in order to meet architectural or structural conditions, shall be reviewed and approved by I ; �4 the Owner. I � 2.2 For purposes of clarity and legibility, the drawings are essentially diagrammaticto the exteritthat ofiseis, I � . bends, special fittings and, exact locations are not indicated. Contractor shall make use of all data in all of . the contract documents, and shall verify this information at the site, . I � 3, Materials and Equipment., � . 1 31 Du6twork: Ductwork shall comply with the minimum weight standards asset forth in the Uniform . I , � Mechanical Code; return ducts shall be galvanized sheet metal. Galvanized fittings shall be Insulated with I'fibergiass. provide automatic fire dampers where required. I 'IT _1 . C__1 X 4. Fabrication and Installation: � RE;4 _, _-$-L ' 4.1 Furnace closets- Furnace closets shall be sized to provide 6 inch clearance from furnace unitt at sided, -� j�, 4 front and [) C,'� T i rear. I I ;, �' � 4.2 Verify dimensions, clearances, and requirements for 9,1i appl ' lances and fireplace inserts with their . manufacturer's written specifications, Aft installation shall comply with the governing edition of the UBC and By-- i all applicable local and state codes, � ' 5. Ducts in unconditioned spaces to be provided with minimum R-4.2 insulation. I I I . . 6. Factory made flexible air ducts to be installed according to installation instructions and standards set by the code, and to use � ul 181b tape. . . . . . . � 7� Approved flexible duct to outside for dryer and bathrooms'shall not exceed 6 ft. in length. Only smooth wait ducting may be used for distances greater than 6 ft. . I 1 8. Dryer exhaust vent to be 3-11Z'x 12' smooth sheet metal pipe extending up the wall and transitioning to a 6'dia. smooth sheet metal pipe in attic and extending to the out -side, with a backdraft damper. . . � 1 9. . Duct work shall use pressure -sensitive tapes, mastios, aerosol sealant or other closure. system meeting applicable ul 181 a and b requirements. drawbands used with flexible ducts shall be either stainless steel, worm driven hose clamps, or uvresistant nylon duct ties. In addition, drawbands must have a Minimum tensile strength rating of 150 pounds and be I tightened as recommended by the manufacturer, � . . I . . . � 10, Appliances -generating a gloW, spark, or flame must be at least 18, in. above the floor in a garage. � . , I 11� Provide combustion air openings within 12 in, of floor and ceiling for gas burning equipment. I I � I I ' 12, Provide combustion air vents (with screen and back damper) for any appliance With open flame. prov ividual shut-off .... ," "%j, ", ' ,� i,"', ", ,, N,- , , " X� ,��,� - " � � i, valve for a maximum 3 feet from every gas appliance, !de 4; Z_ A�" I - , . I , . 13. Installation instructions for all listed equipment shall be provided to the field inspector at time of inspection. e_t' . "", "" ,� �'. -, � �1_j " " - - .1 ,�'," I Ii I , � " �, I . . " �,, ; �, 1� , ,,, .,� "I I I I I . . . 0 . - , ,� �, W:1,11 V_1� � I , " " .1 -,,,-,, , �. ", , , � , " 'r , 1 �, , � -� � $I ,,,,-,- ,,, � , �, , , _ . _� ,,.�� ,,, I ". , ,v _, ,� - �___ " , _ I I - J 4 - - . I I . A4 I . � // � : Fl"---- - - ___________i �110, W� � �/PrA�0, 10, X ,., W-44 � I - NZMNI FW,/ A�� t Ell �� i ;z . � �� - . Z - � I . � �� . r � ., � � r i � : � . Z c . PLUMENNG: 1. Iwo$ and Regulations: All work and materials shall be In full accordance with the -latest Federal, State and local rules and regulations. Nothing in these plans or specifications shalt be constructed to permit work not conforming to these codes. 2 Drawings: (prepared by Owner's Plumbing Engineer) 2.1 Plumbing Contractor who, is awarded bid shall prepare and submit plans, riser diagrams and calculations required by the subject city. .2.2 For purposes of clarity and legibility, the drawings are essentially cliagnimmatio to the extent that offsets, bonds, special fittings and exact locations are not indicated. Contractor "I make use of all data in all of the contract documents, and shall verify this information at the site. 3. Copper to Steel Connections, All copper pipe connections to ferrous piping shall be made with dielectric Couplings or isolation flanges. 4. Waste and Vent Systems: All soil, waste, and vent piping shall be approved ABS, unless noted otherwise on Plans. All piping shall be sized as required by the subject city or county. 6. 010mesHo Water Piping System: All water supply lines shall be copper, Type L below slob and -type M above stab. No fitting shall occur below slab. 6, Water Heating System: Furnish, install and connect piping and equipment required to complete the water heating system. 7. Domestic Gas Service- provide gas line to gas -fired equipment including water heaters, pool equipment furnaces and fireplaces. Plumbing to be recessed In wall, See plans for gas meter stub -out location. S. Plumbing Fixtures & Equipment 8.1 General: Furnish and Install all fixtures and equipment shown on plans or specified herein. All exposed brass tubing supplies, dart brass straps, hose bits, and waste pieces and other trim shall be heavy polished chrome plated. Finish all piping through walls, floors, ceilings with chrome plated wall fla6ges or escutcheons. Compression stops, strainers, tailpieces, trim etc., are included to make a complete fixture, whether or not specified, Provide approved one piece waste overftow and trap unit With glued fittings at tub. 8.2 . Galvanized pipes shall not be used for Plumbing Purposes. Afttladramn: I 11 Rules and Regulations.' All work and materials shall be In full accordance with the latest Federal, State and local rules and regulations. Nothing in these plans or speolficationi shall be constructed to permit work not conforming to these codes. 2. Materials and Equipment: 2.1 Equipment specified by manufacturers number shall include all accessories, controls etc., listed in the catalog as standard With the equipment, Optional or additional accessories shall be furnished as specified. 2.2 Bathroom exhaust fans, Shall provide a minimum of one air change each five minutes vented to outside. Provide a fan In all bathrooms and service rooms not provided with natural ventilation as per U90 1097 edition, Section 1203: 2.3 'Flues: Provide flues, fresh air intake grill, etc., for all hotwater heaters. Plumbing fixtures: water closet 1.6 gallons per flush max. showerhead w 2.6 gpm max. lavatory faucets = 2.2 gpm max. sink faucets = .2.2. gpm max.' Water Usage labels shall be left on plumbing fixtures until final inspection has been done so that proof ofwater usage compliance can be verified by the building department. Showers and tub -shower combination shall be provided with individual control valves of the pressure balance or the thermostatic mixing Valve type. Handle position stops shall be provided on such valves and shall be adjusted per manufacturer's Instructions to deliver a maximum mixed water setting of 1200 F. The water heater thermostat shall not be considered a suitable control for meeting this Provision. Water heater shall be provided With a temperature and pressure relief valve having a full-sized drain of galvanized steel or hard drawn copper to the outside of the building With the end of the pipe not more than 2 ft, or less than 6 in. above the grade, pointing downward. Provide combustion air vents (with screen and back damper) for any appliance with open flame provide individual shut-off valve for a maximum 3 feet from .every gas appliance. Underground ferrous -gas piping shall be electronically isolated from the rest of the gas system With listed isolation fittings installed a minimum of 6 In. above grade. Water heaters to be strapped to the bulidl6g with at least two straps, To prevent movement one strap within the top third and the other strap within the bottom third of the water heater, The lower strap shall not be within 4' of the controls. All exterior hose bibs to have non -removable, backfiOW prevention devices. Provide an access door Wx 24' minimum, Within 20 ft. of ft plumbing c4eanout. All dishwasher waste lines shall be provided with an approved air gap separation device. Provide min, 30 inch wide space at water closet extending at least 24 inches in front. Piping shall be kept at least 6 in. above grade Or structure. Installation instructions for all listed equipment shall be provided to the field inspector at time of Inspection. ELECTRICAL Electrical system layouts are generally cligraimmatic, location Of Outlets and equipment is approximate. Exact routing of wiring, locations of outlets to be governed by structural conditions and obstructions. Wiring for equipment requiring maintenance inspection to be readily aoOmible, All electrical systems shall be in accordance with National Electrical Code, 1. , Wiring and Connections. 1.1 Conduit piping located within planting areas shall be placed a minimum of IW below finish grades. 1.2 , Labeling, All electrical equipment, breakers and time controls shall be propeerlylabeled. 2- -Electrical !§etvlow, 2.1 The serving utility Will provide and Install all primary and secondary service raceways and conductors as required. 2.2 Provide electrical; meter and install where noted on plans as required. 2.3 Light circuits shall be 16 amp with.014 AWG copper conductors. '2.4 Receptacle circuits shall be 20 amp With #12 AWG copper conductors, 2.5 Appliance circuits shall be separate 20 amp with #12 AWG copper conductors. 2,6 System Grounding- Provide accessible junction box and wiring for grounding each main electrical service to reinforcing bars in concrete footing. 2.7 Ground fault interrupter circuit shall be installed per. - 3. Materials. Materials and equipment shall be new and listed by Underwriters Laboratories, Inc. and bear, their label Wherever stands have been established and their label service is regularly furnished. 4. Miscellaneous. 4A Verify and locate receptacles prior to installation of drywaJI. 4.2 * Ins -tall receptacles at 12" from center tine of cover plate to finish -floor unless noted otherwise 4.3 Install light switches at 3'4' above floor unless noted otherwise.. All switches to be silent type. 4.4 Ali switched outlets shall be one-half hot 4.5 Locate receptacles in accordance With the National Electrical Code. 6. Electrical receptacles shall be no more than 12 ft apart including any wall 2 ft. or wider (bathrooms and utility room exempted). 6. All 120 volts, single phase, 15 and 20 amp receptacles installed within 0 ft. measured horizontally of the Kitchen sink, in bathrooms, in garages, outdoors or in laundry rooms shall have ground fault circuit interrupt protection. 7. Receptacles at construction post, Garage and baths to be GFCI 8. All sleeping rooms shall be provided with at.least one beside outlet controlled by switch, 9. Garage outlets at 42' in height. % 10. Bathrooms shall be provided with switches controlling light fixtures and mechanical ve itilaton. 11. Exterior light fixtures shall be provided at all doors to the exterior. switches shall be povided near doors controlling outdoor light fixtures. 12. A bare copper wire (2o ft- of #2) shall be wrapped around the lowest piece of footing, ebar and shalt terminate With enough wire to reach electrical service panel for use as a ground source. 13. Pre -wire for phone and tv. 14. 200 amp main panel with circuit panels 15. Minimum 12 gauge wire throughout. 16, Reinforce all ceiling mounted light fixtures and/or devices, 17. Provide front door chime, 18. Outlets, switch boxes and devices on exterior walls shall be Installed With sealant, 9a *Otlng, and -flashing as required. 19, General lighting In kitchens and bathrooms shall have lamps with efficacy of not less than 40 lumens per watt. General lighting shall be controlled by the most accessible switch, Additional fighting to be used only for decorative effects need not meet this requirement. 20. Light fixtures in tub or shower enclosure must have label stating "suitable for damp lot rations!'. 21. At least one lighting outlet shall be installed in attics, under floor space, in utility roorr, in basement used for storage or where equipment requiring servicing is located, and at basement exterior e tits, Z2. ,Provide a dedicated 20 amp circuit to serve the required bathroom outlets. This olro tit cannot supply any other receptacles, lights, fans, etc, 23. Receptacles are required at the front and rear of the home, and they must be Within 6'_6' of grade, and weatherproof GFCI protected, 24. Exhaust fans shall have baokdraft dampers or automatic dampers. 26. Clothes dryers and cooking units to have conductor Wires With an insulated neutral, <ind a four -prong outlet. 26. Provide an electrical disconnect for all heating appliances by use it a switch or plug. 27. Electrical lighting fixtures in clothes closet shall be installed with a minimum of 18 inches clearance to combustible materials. Fixtures shall be vertically clear to floor or recessed, 213. Installation instructions for all listed equipment shall be provided to the field inspecto, at time of inspection. FIRE PROTECTION I Dwelling shall be equipped With an automatic fire sprinkler system which complies with the national fire protection association standards (13d for residences) and local requirements. 2, An application shall be made for a permit With the fire department for permit for auto natlo fire sprinkler systems. 3. Shop drawings for automatic fire sprinkler system shall be submitted for review and ipproval by the fire department. FIRE WARNING SYSTEMS 1. Provide minimum of one smoke -detector per floor. 2. Smoke detectors to be provided above door at each sleeping room. 3. Connect smoke detectors to house power and install interconnect so that when any one is tripped, all units Will sound. 4, Provide battery back-up for all units. MISCELLANEOUS NOTES: 1. U.L. listed wood burning stove. Install unit and vent as per listing, manufacturers it-structions, and all applicable ,codes, all solid fuel burning appliances must be e.p.a. phase I! certified and meet California energy requirements. 2, U.L. listed wood burning fire -box. Install unit and vent as per listing. Manufacturer`:, instructions and all applicable codes. All solid fuel burning appliances must be e,p.a. phase It certified and meet (;alifornia energy requirements. 3. Provide minimum I hr. fire. rated separation between garage and habitable areas )rovide 516' type-x G.W.B. on all wells and oelling and exposed structural members. 4. Dryer shall be vented through -roof or.wall to the outside as per manufacturer's recommendations - provide back draft damper (screen not permitted). 5. Water heater shall be provided With atemperature and pressure relief valve having afullwelzed drain of galvanized steel or hard drawn copper to the outside of the building with the end of the pipe nc t more than 2 ft, or less than 6 In. above the'grade, pointing downward, the terminal end being threaded. 6. Water heaters to be strapped to the building with at least two straps to prevent sesnic, movement, One strap within the top third and the other strap Within the bottom third of the 'water heater. "-he lower strap shall not be within 4!1 of the controls. 7. Appliances generating a glow,. spark or flame must be at least 18 in. above the floor In a garage. 8. Provide combustion air openings within 12 in. of floor and ceiling for gas burning eq= ilipment. 9. Provide combustion air vents {with screen and back damper as required) for any appliance with open flame. 10. All dishwasher waste lines shall be provided with an approved air gap separation df., vice. 11. Storage area under stairway shall be protected by I hr. fire protection. Provide 6/6 'type-x G.W.B. on the enclosed side. 12. I-al&'solld cure door with self -closing hinges. 13. Sliding glass door tempered safety glass. 14. Attic access provide light With switch to access. 15. Crawl space shall be.provided With a min, net free ventilating area not less than It: 50 of the area of the space ventilated. all openings shall be covered With corrosion -resistant metal mesh with nesh openings of 114 inch in dimension, 16. Unimurn 90% compaction at garage concrete slab. 17. Firewall continuous to underside of roof deck. 18. Light fixtures in tub or shower enckisures must have label stating "suitable for dami locations" 19. Provide lighting with switch and service outlet at crawl space access 20. Clothes dryers and cooking units to have conductor wires With an insulated neutral and a -four-prong outlet, 21. Provide a dedicated 20 amp, circuit to serve the required bathroom outlets. this cli suit cannot supply any, other receptacles, lights, fans, etc, 22, Fluor, lighting in compliance With cec requirements for a 40 lumens per waft efficie,icy lamp shall be provided at bathrooms, 23. Fluor. lighting In compliance with coo requirements for a 40 lumens per watt efficle loy lamp shall be provided at kitchen. 24. As a minimum, all work must conform to thel-001 edition of the uniform building cc de, uniform plumbing code, uniform mechanical code, uniform fire code and the J edition of the national ek,atrical code, as well as their addenda and referenced standards EMERGENCY ESCAPE WINDOW 1, Every sleeping room to be provided with at least one operable window or exterior door approved for emergency escape or rescue, which opens directly to street, public alley, yard, or exit corridor. 2. The units shall be operable from the inside to provide a full clear opening without the use of separate tools, All escape/rescue windows from sleeping rooms shall have a minimum net operable area of 5.7 sq. ft. The minimum net clear operable height dimension shall be 24 inches. The minimum net clear openable Width dimension shall be 20 inches- Escapeirescue windows shall have a finished sill height not more than 44 inches above the floor. GARAGE SEPARATION 1 Attached garage shall be provided with 5/8!'type-x g,wb. at separation walls and ceiling. Separation doors shall be solid core and self -closing with two spring hinges. See drawings. FIRE BLOCKING AND DRAFT STOPS 1, Fire blocking and draft stopping shall be installed to out off all concealed draft openings (both vertical and horizontal) and shall form an effective barrier between floors, between top story and a roof or attic space, 2. Provide at all interconnections between concealed vertical and horizontal spaces such as occur at soffits drop ceilings and cove ceilings. 3. Provide at concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs. 4- Provide at openings around vents, pipes, ducts, and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials, 'DRAINAGE 1, Finish grade to slope away from structures at a minimum of 2 % toward approved drainage facilities. 2. Downspout drain -pipes to be provided, sloped to daylight. FOUNDATION VENTILATION 1 Crawl space shall be provided with a min, net free ventilating area not less than 1/160 of the area of the space ventilated. All openings shall be covered With corrosion -resistant metal mesh with mesh openings of 1/4 inch in dimension. 2.. Moisture resistant G I W, B,, (greenbcard) shall be provided on walls at bathrooms, laundry rooms; kitchens.and area subject to moisture, 3. Moisture -resistant G.W,B, shall not be used over vapor retarder, in areas subject to high humidity (such as saunas), or on ceilings where frame spacing exceeds 12' on center. 4, Typical at all showers and tub/shower walls: a smooth, hard, non -absorbent surface (e.9, ceramic tie) over moisture resistant underlayment such as the backer board, to a height of 72 in, above drain inlet. 5. Showers and tubs with shower require tile or other approved surface with waterproof backing 6 ft. above the floor line. A curtain rod or other approved enclosure shall be provided. SOUND INSULATION I Provide sound insulation in all walls between bathrooms and adjacent rooms. FIREPLACE /WOODSTOVE 1. Install listed woodstove/factory built fireplace to manufacturer's specifications. Hearth extensions shall also comply with manufacturer listed specifications, Alcove installation requires the unit to be specifically listed for alcove installation, FLASHING, I Methods of flashing must conform to code, 2. Provide weather -resistive barrier at all exterior walls per UBC 1402.1 such as 15# oil saturated rag felt, CLASS "A" ROOF MATERIALS:. Roofing materials shall bear the label of an approved agency. materials shall be fastened according to manufacturer's instructions, UNDERLAYMENT: Not less than one'layer noriperforated type 15 felt, lapped horizontally and vertically. ATTIC ACCESS Attic access shall be provided. Provide light fixture and switch at attic acces"ee drawings. ATTIC VENTILATION Attic shall be provided with a minimum net free ventilating area not less t ' han 11150 Of the area of the space ventilated. All openings shall be covered with corrosion -resistant metal mesh with mesh openings of 114 inch in dimension, FOUNDATIONS I Foundation walls to extend at least 6 inches above the finished grade. 2. Foundation plates/sills shall be pressure treated wood and shall be bolted to the foundation with not less than.1/2 inch nominal diameter bolts embedded at least 7 inches into concrete and spaced not more than 4 ft, apart or as otherwise noted, Bolts to be located within 9 inches of each end of each sill piece. See foundation &,framing plans and notes. 3. Anchor bolts to be provided with 0" x1i x Y� 'plate washers 4, Connectors for pressure treated or fire retardant treated wood to be hot -dipped galvanized, stainless steel, silicon bronze or copper, MINIMUM STRUCTURAL SPECIFICATIONS SEE ALSO STRUCTURAL DRAWINGS & NOTES 1. Framing lumber to be douglas fir 42 UXO. 2. Pressure treated mudsills to be douglas fir #2 U.N.O. 3, Concrete strength to be fc" = 2500 PSI in 28days 4. Rebar to be grade 60 FRAMINGIWALL CONSTRUCTION BRACING: Seismic wall bracing as per structural plans and notes. NOTCHING & BORING STUDS: BEARING: NONBEARING: 401 60% 2 5 407.- 60% HOLE OK ON BEARING WALL IF THROUGH ONLY 2-DOUBLE SUCCESSIVE STUDS. ALL HOLES MUST BE MINIMUM 5/8 INCH FROM EDGE. GLULAM BEAMS: Glularn beam inspection certificates shall be submitted to the field inspectof prior to completion of frame inspection for all glulam beams. BY: M FOUNDATION NOTE 1. EXCAVATIONS NEAR FOOTINGS OR FOUNDATIONS (SECTION 1803.1). EXCAVATIONS FOR ANY PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM ANY FOOTING OR FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING THE FOOTING OR FOUNDATION AGAINST SETTLEMENT OR LATERAL TRANSLATION. - 2. GENERAL (SECTION 1805.1) FOOTING AND FOUNDATIONS SHAH BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTIONS 1805.1 8'-0" MIN. HATCH INDICATES 4'-O" THROUGH 1805.9. FOOTINGS AND FOUNDATIONS SHALL BE BUILT ON UNDISTURBED SOIL, COMPACTED FILL �,_0„ 53.0,�0,a DEEP FOOTING PER MATERIAL OR CLSM. COMPACTED FILL MATERIAL SHALL BE PLACED IN ACCORDANCE WITH SECTION 1803.5. E7 SOIL'S REPORT CLSM SHALL BE PLACED IN ACCORDANCE WITH SECTION 1803.6. THE TOP SURFACE OF FOOTINGS SHAH BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS IS PERMITTED TO HAVE A SLOPE NOT EXCEEDING ONE UNIT...�� _��___.��---_�_®_�_ VERTICAL IN 10 UNITS HORIZONTAL (10% SLOPE). FOOTINGS SHALL. BE STEPPED WHERE IT IS NECESSARY TO ----- ---- L L_____-- --w"frT CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTING OR WHERE THE SURFACE OF THE GROUND i -- --__-_ - ___ �_��___�_---_ MORE THAN ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (107. SLOPE}. -_------__-}. ------_- ________ ______ ___ ®______r_�_ I-_____------_�_______--_- ------- SLOPES- I---------- ---- - .--- ------------- ------------ __r7 - -------------------_ -_-_ . or--- -- - --- --- -- - - - - -- - -- , -- 1-F------- , I 3. PLACEMENT OF CONCRETE (SECTION 1805.4.2.4) AI AA}I � j r---____----------------------------- ! -1 r---------- t---------------___ ____e_n_ CONCRETE FOOTINGS SHALL NOT BE PLACED THROUGH WATER UNLESS A TREMIE OR OTHER METHOD APPROVED BY THE BUILDING OFFICIAL IS USED. WHERE PLACED UNDER OR IN THE PRESENCE OF WATER, THE CONCRETE ' i t 1 1 ' i I ' s t t 1 I I SHALL BE DEPOSITED BY APPROVED MEANS TO ENSURE MINIMUM SEGREGATION OF THE MIX AND NEGLIGIBLE ' J i �� Bg j } I L/ t 1 1 FOR STEPPED FOOTING I I TURBULENCE OF THE WATER. t , 1 1 2 I 14 1 i i SEE DETAIL 15jS2.0 i i C `i' 4. PROTECTION OF CONCRETE (SECTION 1805.4.2.5} I 53.0 , I + A CONCRETE FOOTINGS SHALL BE PROTECTED FROM FREEZING DURING DEPOSITING AND FOR A PERIOD OF NOT i I I LESS THAN FIVE DAYS TEREAFTER. WATER SHALL NOT BE ALLOWED TO FLOW THROUGH THE DEPOSITED I ; i i i i ° ' CONCRETE. i # ' i i i I I 1 r"-------J 1 5. FORMING OF CONCRETE (SECTION 1805.4.2.6) ' i--------- CONCRETE.11 I t I I FOOTINGS ARE PERMITTED TO BE CAST AGAINST THE EARTH WHERE IN THE OPINION OF THE BUILDING OFFICIAL, SOIL CONDITIONS DO NOT REQUIRE FORMING. WHERE FORMING IS REQUIRED, IT SHALL BE IN ACCORDANCE WITH CHAPTER 6 OF ACI 318. (EDGER WITH 117 �`!� ! ! 2 4"4LAGSC It;l S3.t3 6. REMOVAL OF EXCESS CONCRETE: ALL MUSHROOMED CONCRETE SPILLAGE AT THE I ° ! ! PER STUD TYPICAL 11 I r BOTTOM OF GRADE BEAMS AND TOP OF PIERS MUST BE REMOVED TO TRIM GRADE BEAMS 9 , ! TO N S3.0 AND PIERS TO THE DESIGN SIZES. THIS WORK MUST BE DONE TO REDUCE THE CONTACT S3.0 , t 12 -0 14 _0 16 CgNSTRUTIO ' ° ! AREA BETWEEN FOUNDATION UNITS AND THE UNDERLYING SOILS TO MINIMIZE UPLIFT i ■ i A S3A A 51.0 4 PRESSURES. i ®` e® .4. I TIE F OTING , t � 7. PRIOR TO CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER i _;_ __ --�-- -- __-- SHALL PROVIDE A FIELD REPORT STATING THE FOLLOWING. ■ t ,---• -- -r t � i _.�...._-,.-.w.._....,....� >+RRrt---...r-,-,•_•_•1 1 ,�. ...�2x4 LEDGER _...,. A. THE BUILDING PAD WAS PREPARED AND COMPACTED IN ACCORDANCE WITH THE SOILS REPORT AND I ®� ; ; 11 i i 1" x ti" ' _ i 2 4 Q 1 o.c. 1 1 I I I 1 wI SPECIFICATIONS. I i i- I I i 1 e 1 1 I I I 1 B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. C. THE FOUNDATION AND PIER I ■ ---_� L_____� I ' LANDING JOISTS ; , ° � 1 ■ {IF ANY EXCAVATION DEPTH AND MATERIAL COMPLY WITH SOILS REPORT AND APPROVED PLANS. ■ i i s 1 _0 t 1 1 LEDGER WITH ) R I■ I x 1 4x12 cat 1 1 " ' I I 2 Y x6 LAG SCR l I 1 ° t i ' W �+a / 1 1 I I 8. PRIOR TO FINAL INSPECTION, THE GEOTECHNICAL ENGINEER OF RECORD SHALT ISSUE A FINAL REPORT STATING , ■,.____. .... _ w 1 1 PER STUD THE COMPLETED PAD, FOUNDATION, FINISH GRADING, DRAINAGE, AND ASSOCIATED SITE WORK SUBSTANTIALLY I !.__.._ 1 1 Oil , t CONFORMS TO THE APPROVED PLANS, SPECIFICATIONS, AND SOILS INVESTIGATION. I i t � :� 9. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO CALLING FOR A FOUNDA11ON INSPECTION. ; , ' x x ` 1 10. SEE DETAIL 1 jS3.0 FOR CONTINUE FOOTING AND REINFORCING. t 04 �' --- ----------------------------------- -------- 11. - - ------ FOR TYP. BAR LAPS AND OFFSETS SEE DETAIL 14j52.0 ; I i t $ 1 FOR ADDITIONAL INFO . .........:..1 i . SEE ARCH DWG ON -- t 12. FOR STEPPED FOOTING SEE DETAIL 15 jS2.0 I + 0 11 1 1 1 1 1 _ _ _ _ _ - _ _ _ u.. SHEET A4 I ■ I LJ 11■ I 13. LEGEND: I■ t I S3.0 ,,------- I I i I ....... INDICATES BOTTOM OF SHEAR WALL 0 FLOOR LEVEL ° ■■i i-------------------- -".-- t '---f....._®-..R...i ` <\ ----- -------- CD ■I ■, A INDICATES SHEAREWALL TYPE. _ i AA j i i t t--'.�,..f.........�_.....,..�-_N ..---�M -..... i I 9 tot/ t I ■ i S3.0 4'-0 it i i N i i I i ■� INDICATES 1 g ; ,"� i I ,� � � ;- -� t L I !--_-_-_ SHEARWALL WIDTH S3.0 I:` i 3 i i LJ INDICATES PHD5-SDS3 HOLDOWN LOCATION SEE DETAILS 7jS2.1 _ , ; (E) FLOOR FRAMING TO REMAIN t ,� � f ® INDICATES TOP OF 4x OR 6x WOOD POST TYPICAL U.O.N. ON THE PLAN. , I I k16 I i 14 THK MIN FOOTING ® ° S1.0 i i WITH 4-#5 BOTTOM BARS INDICATES BOTTOM OF 4x OR 6x WOOD POST TYPICAL U.O.N. ON THE PLAN. , t t ! t i EACH WAY TYPICAL TO ALL I I STEP` INDICATES FLOOR STEP SEE ARCHITECTURAL DRAWING. i i SQR FOOTING t r t i It It I i I I w I INDICATES E WALL TO REMAIN ' i i ,t -It �- -- INDICATES N WALL. ®� ii i---------------------------��__ -__- _ - - - - - - - - - i_r - ___-_} __________ fn ° ■ ------------------ - ---- _- --- ---_---- ---- ---- - __-__ __ __-_ __ ----- INDICATES (E CONTINUOUS FOOTING TO REMAIN i i {} I! I B II A 1 9 20'-0" i i i 4 I 13 to INDICATES (N) CONTINUOUS FOOTING SEE DETAIL 1 jS3.0. , i I i i I i 1� ! 1 ®- 1 I I j i -.....,......... I L� I I 3 I ! r----- --- __- _________ __ __________ ____ - --- t I ■ 1 ° t L...___._--J L-.."--- -- ¢� i r---- -- - t r-7 � ! L.---------------- -- 'I ° 1 I _ _® � _- L__J 14: St31L'S REPORT BY GEOTECHNICAL ENGINEERING, INC. i --=- ----------------------------------- ___ - A FOUNDATION DESIGN IS BASED ON A REPORT BY WAYNE TING AND ASSOCIATES INC. RECOMMENDS } FOOTING SHOULD BE DESIGNED FOR 1800psf DUE TO DEAD LOAD AND LIVE LOAD AND 2400psf FOR 14 DEAD + LIVE + SEISMIC f WIND LOADS. i i i s I I I i i i° S2.1 3 -O SQR. 3 -0 SQR. t ° t I L-- --------------� B THE WAYNE TING AND ASSOCIATES INC. SHOULD REVIEW, THE SITE, GRADING, DRAINAGE AND FOUNDATION - } PLANS PRIOR TO CONSTRUCTION OPERATIONS. - 1I' F-----_ ------------- 4. I I I Q d I I I ! C FOUNDATION EXCAVATIONS SHALL BE EXAMINED AND CERTIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO , Ia t I } THE PLACEMENT OF ANY REINFORCING STEEL OR CONCRETE. I e ; a• ' I i t . p THE GEOTECHNICAL ENGINEER TO PERFORM THE REQUIRED FOUNDATION INVESTIGATION AND ISSUE -} , r } �' ,T (E) BASEMENT CONCRETE ' , I ! PERIODIC AND FINAL REPORTS IN WRITING TO THE CITY OF CUPERTINO BUILDING DEPARTMENT. ° I : ° t I ' ! { } I I , FLOOR SLAB TO 1 � REAMAIN---.....1 ..�' 16 I I , S2.i tuI Ili 16 j I l 12 i I i I I I I I t S3.0 I I S2.i " � 4 THK CONCRETE SLAB WITH » k 4 0 16 EACH WAY OVER 2 SAND OVER 10 It II #3 TIE 0 3 -0 o.c. MAXIMUM (NOTE. ° ° MIL VAPOR BARIER OVER 4 GRAVEL OVER _ TIE IS FOR HOLDING LOGITUDINAL -------------- _------------------_ _-_-_-_-= -�-- - --------------------------------------- -- ------------------- COMPACTED SUBGRADE. _ t BARS IN PLACE NOT INTENDED 1 1 FOR SHEAR REINFORCING 8 ! • 1 1 ! S3.0 ! 11 rli � 8 - 1 2 FlNISHED GRADE 2 1 ! 53.0 �- --- o 1 .. ■ 1 ' - �y - � V' ■ TYPICAL +� ! _ E TO N _ L---------------------1 CONSTRUCTION 2- 4 CONT. d _ LONGITUDINALBARS o --------......_-........-....- ----- --_..._.............-.....�_....-..,�.. _..__.. TOP AND BOT: t - a - N 4-0 4_0 q 5 THK CONCRETE SLAB WITH #4 ® 16 EACH WAY OVER 2 SAND OVER 10 3 CLR. • MIL VAPOR BARTER OVER 4" GRAVEL OVER COMPACTED SUBGRADE. 1'-3" MIN. FOUNDATION FLOOR FRAMING PLAN Ak nr SCALE: 1 j4" = 1'--0" NOTES: 1. SEE GENERAL NOTES ON SHEET 4jS2.0 TIE FOOTING 2• SEE FOUNDATION NOTES ON THIS SHEET 15jS1.0 _ 1 6 3. SEE SHEARWALL SCHEDULE ON SHEET 1jS2.1 4. SEE FRAMING AND HANGER SCHEDULE ON SHEET 16/S1.1 �j ARCHITECTURAL DESIGNED PARM BUILDERS, 5704 f Water Drive, Castro V41 CA R' plains R Design entions-Remocleling SingleNew Family Homes p.N. phone (510) W-0102 ,, B-798458 12 . iE PC ` ' �! EVISION 0 5 OCT 010 PC COMMENTS 1 � • w ., .. - ar ,. .R dlkdlk #Ir w, �r i w i z • a■ ;,� r a DATE 23 JULY ►r tf � u■u � I I DETAIL SCALE PL AS NOTED t JOB No4 10210 S 1 '60 SHEET OF # t• x : # #r .. LUMB SAWN LUMBER SAWN LUMBER SAWN LUMB #SAWN , N LUMBER I YI III # I . :a- LUMBERSAWN J I rl . I 5.xii5*�� ! �� ,•.. • REFER PLAN r APPLICABLEJOIST AND •EAM MEMBER DESIGNATION v�� v�WWI v v�� v�� j'3 asi Vol 0101 UNLESS OTHERWISE NOTED ON THE PLAN USE FOR: 1 ... / 4XX I • RIDGE BEAMS: DFL: 4x8 OR 2-2x8 CB 4 4x12 i • NIP BEAMS: DFL: 4x8 OR 2-2x8 -------------- i VALLEY BEAMS, DFL. 4x8 OR 2 2x8 RAFTERS: DFL: 2x6 0 24" o.c. -----r-- --- — --- --- ---- i N a _ 4 i i CALIFORNIA GIRDER/ F100R BEAM SEE PLAN - , , { x N w ca ,'1,4 Q i�� 54.0 FRAMING i DETAIL A # FOR HOLES ON e # # r ,0 EiLFOR UNEVEN TOP PLATE SEE DETAIL 16 S2.0. . i 1 �l i ARCHITECTURAL DESIGNED BY: 4 CoI4 Water Prive, CaAro Valley, CA 94552 Plans d Design Sewices AfteNtions-Remodeling SingleNew Homes RWY t Phoneant ptesizient i ! ! Fax i889-0103 B-798458 12 SEPT 2010 COMMENTS i� 1 12 E• 2010 FRAMING• REVISION OCT � 2010 Aw O � w I 4 r • �I Idak iR ,.1 DATE 23JULY 2010 r t SCALE PLANS: AS NOTED DRAWN �I! ....III 'M l /. �: # i L i ( I SHEET OF ctu n e ;nee;gg do �gn xnc. www_�.sa.ci�si�n _rrrt 4075 Papazian Way, Suite 207 Fremont, California, 94538 tel: 510-683.8914 fax. 510-683.8941 _.. C 62568� * Exp : 06/30/1- ciVr` ql� qF CA4®F 13 OCT 2010 ARCHITECTURAL DESIGNED BY: PARKA BUILDERSt INC. 5704 cola Water Drive, Castro Valley, CA 94552 Residential Additions Plans and Design Services Alterations -Remodeling New Single Family Homes Rudy Pars. president Phone (510)889-0102 Fax (510) 889-0103 General Cotractor Lic. # B-798458 REVISIONS: 12 SEPT 2010 PC COMMENTS 2 12 SEPT 2010 FRAMING REVISION 4� N _p Q'con O C7 w UW. p �aa CL3 � C�3 a� `o W con DATE : 23 JULY 2010 1'=1'-0' U.O.N. SCALE :PLANS. PLANS: AS NOTED DRAWN : JAO CHECKED: ESA JOB No> 10210 S1*2 SHEET 3 OF 11 20d 2 -0 MIN, GENERAL NOTES: A GENERAL NOTES: II CONTRACTOR RESPONSIBILITY 1. 2007 CBC CALIFORNIA BUILDING CODES EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND -OR SEISMIC -FORCE -RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- OR SEISMIC -RESISTING 2. ALL CONSTRUCTION SHALL COMPLY WITH ALL PERTINENT FEDERAL, STATE, AND LOCAL BUILDING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS IS REQUIRED TO SUBMIT A WRITTEN 16 - 16d MIN. BET. SPLICES CODES, REQUIREMENTS, LAWS AND ORDINANCES. STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE ONE LAYER OF ��--�--,, COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF 6 WITHIN 12 OF END { } ' " 3. THE CONTRACTOR IS RESPONSIBLE TO COMPARE AND COORDINATE ALL DRAWINGS FOR PROPER FIT RESPONSIBILITY SHALL ACKNOWLEDGE AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE I FO F I ____ AND ATTACHMENT. NOTIFY E.S.A. STRUCTURAL ENGINEERING DESIGN INC OF ANY DISCREPANCIES STATEMENT OF SPECIAL INSPECTIONS AND ACKNOWLEDGE THAT CONTROL WILL BE EXERCISED TO 20d 20d 32d AND DO NOT PROCEED WITH AFFECTED WORK UNTIL THEY ARE RESOLVED. OBTAIN CONFORMANCE WITH THE APPROVED CONSTRUCTON DOCUMENTS. - 4 2'-0' MIN. -0 " MIN. 4. DETAILS NOT SHOWN ON DRAWINGS NOR CALLED FOR IN THE GENERAL NOTES AND SPECIFICATIONS, I SPECIAL INSPECTION SPECIAL TESTING AND STRUCTURAL OBSERVATION _ �--- SHALL BE CONSTRUCTED TO SAME SIZE AND CHARACTER AS FOR SIMILAR CONDITIONS WHICH ARE �• ALTER ATE 1 TOP PLATE SHOWN, DETAILED OR SPECIFIED. WHERE SPECIAL INSPECTION, SPECIAL INSPECTION FOR SEISMIC RESISTANCE OR STRUCTURAL TESTING .-� _ FOR SEISMIC RESISTANCE IS REQUIRED BY SECION 1704, 1707 OR 1708, THE REGISTERED DESIGN . ST6224 STRAP ON 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND CHECK ALL LINES PROFESSIONAL IN RESPONSIBLE CHARGE SHALL PREPARE A STATEMENT OF SPECIAL INSPECTIONS IN TOP OR SIDE AND LEVELS INDICATED. SHOULD THERE BE ANY DISCREPANCIES, IMMEDIATELY REPORT THIS TO THE ACCORDANCE WITH SECTION 1705 FOR SUBMITTAL BY THE PERMIT APPLICANT IN ACCORDANCE WITH ' ENGINEER FOR CORRECTION AND ADJUSTMENT. SECTION 106.1 AS A CONDITION FOR PERMIT ISSUANCE. A STATEMENT OF SPECIAL INSPECTIONS IS =T 1> T 6. ALL TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO SUSTAIN ALL CONSTRUCTION LOADS, NOT REQUIRED FOR STRUCTURES DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE 12" MIN. SOILS PRESSURES, LATERAL AND ANY OTHER LOADS THAT THE STRUCTURE MAY BE SUBJECTED TO. CONVENTIONAL CONSTRUCTION PROVISIONS OF SECTION 2308. STATEMENT OF SPECIAL INSPECTIONS IS PERMITTED TO BE PREPARED BY A QUALIFIED PERSON APPROVED BY THE BUILDING OFFICIAL FOR ALIER ATE #2 TOP PLATE 7. FRAMING CONTRACTOR SHALL PROTECT HIS WORK FROM ANY DAMAGES DUE TO WEATHER CONDITIONS AT CONSTRUCTION NOT DESIGNED BY A REGISTERED DESIGN PROFESSIONAL. TWO LAYERS OF TIME OF CONSTRUCTION: 3 DEFERRED SUBMITTALS REINFORCEMENT 8: ABBREVIATIONS AND SYMBOLS: DEFERRED SUBMITTALS THAT ARE NOT SUBMITTED AT THE TIME OF THE APPLICATION MUST HAVE THE CBC CALIFORNIA BUILDING CODE , PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED DESIGN PROFESSIONAL IN p p DIA DIAMETER FT, " FEET, FOOT RESPONSIBLE CHARGE SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS TOP PLATE I SPLICE C.0 CENTER TO CENTER 0 DIAMETER IN, INCHES FOR REVIEW BY THE BUILDING OFFICIAL. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE O.C. ON CENTER DEGREES CANT CANTILELER REVIEWED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THEY HAVE BEEN REVIEWED AND FIG FINISHED GRADE MFR MANUFACTURER CONT CONTINUE 4cl OR 2 112" MIN. IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. SEE SCHEDULE (E) EXISTING MIN MINIMUM U.O.N. UNLESS OTHERWISE NOTED DBL TOP PLATE EQUAL EQUAL DET DETAIL MAX MAXIMUM K STOP WORK ORDER - CBC 2007 SECTION 114 MST48 STRAP -. SECTION 114.1 AUTHORITY. WHENEVER THE BUILDING OFFICIAL FINDS ANY WORK REGULATED BY THIS l B JOB SAFETY CODE BEING PERFORMED IN A MANNER EITHER CONTRARY TO THE PROVISIONS OF THIS CODE OR ( � 1 DANGEROUS OR UNSAFE, THE BUILDING OFFICIAL IS AUTHORIZED TO ISSUE A STOP WORK ORDER. 1. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS SECTION 114.2 ISSUANCE. THE STOP WORK ORDER SHALL BE IN WRITING AND SHALL BE GIVEN TO -" 3-16d MIN. OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY, ADEQUACY AND SAFETY OF THE OWNER OF THE PROPERTY INVOLVED, OR TO THE OWNER'S AGENT, OR TO THE PERSON DOING .�. - STUD TO HEADER ERECTION BRACING, SHORING, TEMPORARY SUPPORT, ETC. THE WORK. -UPON ISSUANCE OF A STOP WORK ORDER, THE CITED WORK SHALL. IMMEDIATELY CEASE. THE STOP WORK ORDER , SHALL STATE THE REASON FOR THE ORDER, AND THE CONDITIONS UNDER 6 C ` EXISTING CONSTRUCTION WHICH THE CITED WORK WILL BE PERMITTED TO RESUME. . BEAM OR HEADER U W A EXISTING DRAWINGS AND nrPlc,� i 8ti BENd 1. EXISTING CONSTRUCTION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM EX STI G SECTION 114.3 UNLAWFUL CONTINUANCE. ANY PERSON WHO SHALL CONTINUE ANY WORK AFTER IM Lt. EE WfiL SEE PLAN FIELD MEASUREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL EXISTING HAVING BEEN SERVED WITH A STOP WORK ORDER, EXCEPT SUCH WORK AS THAT PERSON IS CONDITIONS INCLUDING DIMENSIONS AND NOTIFY THE STRUCTURAL ENGINEER OF ALL DISCREPANCIES S LLB SUBJ TO GE 0 DIRECTED TO PERFORM TO REMOVE A VIOLATION INCOR UNS�4FE CONDIt1 N HA E ECT DEVELOP STUD SEE L 4 P ST GAP --- PLAN BEFORE PROCEEDING WITH THE WORK. PENALTIES AS PRESCRIBED BY LAW.: 2-2x OR /2 PROTECT ALL EXISTING FACILITIES AND IMPROVEMENTS THROUGHOUT DURATION OF WORK. IF L UNSAFE STRUCTURES AND EQUIPMENT CBC 2007 SECTION 115 ( 444x STUD NECESSARY, PROVIDE HEAVY GAGE VISQUEEN BARRIER BETWEEN WORK AT INTERIOR AREA AND Q SURROUNDING AREAS. SECTION 115.1 CONDITION. STRUCTURES OR EXISTING EQUIPMENT THAT ARE OR THEREAFTER BECOME UNSAFE, INSANITARY OR DEFICIENT BECAUSE OF INADEQUATE MEANS OF EGRESS FACTfIL1TIES, D 6d FOR #3 TO #8 3. TAKE CAUTION WHEN WORKING AROUND EXISTING UTILITIES, INADEQQUATE LIGHT AND VENTILATION, OR WHICH CONSTITUTE A FIRE HAZARD, OR ARE OTHERWISE D = 8d FOR J9, #10, 11 DANGEROUS TO HUMAN LIFE OR THE PUBLIC WELFARE, OR THAT INVOLVE ILLEGAL OR IMPROPER D = 10d FOR 14 & 18 3-16d MIN. 4.' CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES. WHERE OCCUPANCY OR INADEQUATE MAINTENANCE, SHALL BE DEEMED AN UNSAFE CONDTION. UNSFE STUD TO HEADER ENCOUNTERED, MAKE ALL NECESSARY ARRANGEMENTS FOR SUPPORT, SHORE -UP, RE-ROUTE, OR STRUCTURES SHALL BE TAKEN DOWN AND REMOVED OR MADE SAFE, AS THE BUILDING OFFICAL DEEMS ® ® UTILITY DISCONNECTION AS REQUIRED BY APPLICABLE PUBLIC OR PRIVATE UTILITY COMPANIES. NECESSARY AND AS PROVIDED FOR IN THIS SECTION. A VACANT STRUCTURE THAT IS NOT SECURED AGAINST ENTRY SHALL BE DEEMED UNSAFE. SECTION 115.2 RECORD. THE BUIDLIGN OFFICIAL SHALL CAUSE A REPORT TO BE FILED ON AN D DEMOLITION UNSAFE CONDITION. THE REPORT SHALL STATE THE OCCUPANCY OF THE STRUCTURE AND THE ST6224 U.O.N. NATURE OF THE UNSAFE CONDITION. BAR LAPS x 1 1. ALL DEMOLITION WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN NATIONAL STANDARDS SECTION 115.3 NOTICE. IF AN UNSAFE CONDITION IS FOUND THE BUILDING OFFICIAL SHALL SERVE TYPICAL �f11-1 Lf1P f1N� OFFSETS INSTITUTE, 'AMERICAN NATIONAL STANDARD SAFETY REQUIREMENTS FOR DEMOLITION" (ANSI A10.6-1) ON THE OWNER, AGENT OR PERSON IN CONTROL OF THE STRUCTURE, A WRITTEN NOTICE THAT PROTECTION: DESCRIBES THE CONDTTON DEEMED UNSAFE AND SPECIFIES THE REQUIRED REPAIRS OR IMPROVEMENTS TO BE MADE TO ABATE THE UNSAFE CONDTION, OR THAT REQUIRES THE UNSAFE STRUCTURE TO BE BEAM HEADER DEMOUSEHED WITHIN A STIPULATED TIME. SUCH NOTICE SHALL REQUIRE THE PERSON THUS NOTIFIED SEE PLAN 2, .THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING WORK SHALL BE PERFORMED WITH CARE AND. SMALL TOOLS IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE EXISTING TO DECLARE IMMEDIATELY TO THE BUILDING OFFICIAL ACCEPTANCE OR REJECTION OF THE TERMS OF LCE4 POST CAP THE ORDER, BUILDING. DO NOT OVERCUT. x 11 METHOD OF SERVICE. SUCH NOTICE SHALL BE DEEMED PROPERLY SERVED IF A COPY 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES BEFORE BEGINNING WORK. SECTION 5 4 ETH FOOTING RElNF 2-2x OR SPECIAL CARE SHALL BE TAKEN TO PROTECT UTILITIES THAT ARE TO REMAIN IN SERVICE DURING THEREOF IS {A} DELIVERED TO THE OWNER PERSONALLY; (B} SENT BY CERTIFIED OR REGISTERED CONSTRUCTION. MAIL ADDRESSED TO THE OWNER AT THE LAST KNOWN ADDRESS WITH THE RETURN RECEIPT 4x STUD. REQUESTED; OR (C) DELIVERED IN ANY OTHER MANNER AS PRESCRIBED BY LOCAL LAW. IF THE CERTIFIED OR REGISTERED LETTER IS RETURNED SHOWING THAT THE LETTER WAS NOT DELIVERED, A CONT. TOP PLATE COPY THEREOF SHALL BE POSTED IN A CONSPICUOUS PLACE IN OR ABOUT THE STRUCTURE - - - - - - - --� DBL TOP PLAIT: E CONCRETE AFFECTED BY SUCH NOTICE. SERVICE OF SUCH NOTICE IN THE FOREGOING MANNER UPON THE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSii/E STRENGTH OF 2500 PSI AT 28 DAYS OWNER'S AGENT OR UPON THE PERSON RESPONSIBLE FOR THE STRUCTURE SHALL CONSTITUTE SERVICE OF NOTICE UPON THE OWNER. FOOTING 2. CONCRETE SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 /CF). AGGREGATE SHALL CONFORM TO REINF, ASTM C33, U.N.O.. SEC110N 115.5 RESTORATION. THE STRUCTURE OR EQUIPMENT DETERMINED TO BE UNSAFE BY THE 3. CEMENT SHALL CONFORM TO ASTM C150, TYPE 1 OR 2: BUILDING OFFICIAL IS PERMITTED TO BE RESTORED TO A SAFE CONDITION. TO THE EXTENT THAT REPAIRS, ALTERATIONS OR ADDITIONS ARE MADE OR A CHANGE OF OCCUPANCY OCCURS DURING THE STUD MIN. SUCH REPAIRS ALTERATIONS ADDITIONS OR CHANGE OF 4. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACI 301. RESTORATION OF THE STRUCTURE STUD TO HEADER OCCUPANCY SHALL COMPLY WITH STRUCTURE,SUCH REQUIREMENTS OF SECTION 105.2.2. AND CHAPTER 34. 5. PROVIDE MINIMUM CLEAR COVER OF CONCRETE OVER REINFORCING AS FOLLOWS: A AGAINST EARTH FORM 3 INCHES 1 BEAM OR HEADER B) EXPOSED TO EARTH BUT POURED AGAINST FORM 2 INCHES SEE PLAN 1 F REINFORCING STEEL STUD SEE LCE4 POST CAP PLAN 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM SPECIFICATION A615 GRADE 60 FOR # 5 AND FOOTING 2-2x OR LARGER BARS AND GRADE 40 FOR 3 AND 4. M DESIGN CIRTERIA: 4x STUD 2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED BELOW. 4: 24 FOR BOTTOM BARS AND 28 A. GRAVITY LOADS; FOR TOP BARS 5: 30' FOR BOTTOM BARS AND 35" FOR TOP BARS. 6: 40' FOR BOTTOM BARS AND : _ SEE DETAIL 9 S2.0 FOR TOP PLATE SPLICE 46" FOR TOP BARS AT SPLICES UNLESS OTHERWISE NOTED IN PLANS. SPLICES SHALL BE LOCATED AS ROOF. DL 18psf F100R, DL 14psf LL = 2Opsf * LL = 40psf 11 DETAILED IN THE PLANS. STAGGER ALL LAPS AND SPLICES. _ r 1 1 3. ANCHOR BOLTS DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE NTS 1�PPED5 THUG HEADER SUPPORT CONCRETE IS PLACED, USE CUT THREAD ANCHOR BOLTS ONLY, B. LATERAL; WIND: V = 85m h P 1.0 G WOOD FRAME CONSTRUCTION EXPOSURE, B �.. MWRS METHOD 1 . COMPONENTS AND CLADDING METHOD 1 1 W THROUGHOUT BUILDING CONSTRUCTED IN t } { } �_, D GENERAL WOOD FRAMING. WOOD FRAMING THR UG UT THE BU LD NG SHALL BE C TR . _ DBL TOP PLATE ZONE A. 15.9psf HIP ROOF. (T < $ < 27) ACCORDANCE WITH THE CBC 2007 AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ZONE B. _-4,2psf FOR P OF THE FOLLOWING: 2005 EDITION AND NATIONAL DESIGN -SPECIFICATION SUPPLEMENT, DESIGN VALUES FOR WOOD . = „�„ - ZONE C. 10.6psf _ CONSTRUCTION 2005 EDITION AMERICAN FOREST AND PAPER ASSOCIATION FORMERLY NATIONAL FOREST { N : = I IOR ZONES: = 5,3 sf -13 sf ZONE D 2 3 sf NTER P P P PRODUCTS ASSOCIATION). ZONE E: = -13.8 sf END ZONES: = 7.5 sf --20.7 sf P , PP - -9.5 sf CORNER ZONES: = 7.5 sf -30.6 sf ZONE F. - 2. JOIST HANGER AND MISCELLANEOUS CONNECTORS: MEMBERS NOT RESTING ON, OR FRAME© OVER THEIR P P , P " N - SUPPORT SHALL BE SUPPORTED BY MEANS OF SIMPSON STRONG --TIE JOIST HANGERS. HANGERS ZONE G. 9.5psf , ZONE H: =-7.3psf SHALL COMPLY WITH AND BE NAILED IN ACCORDANCE WITH MANUFACTURERS ICC APPROVALS. MST48 STRAP <v U' A34 EACH � - 3: WOOD PLATES., .BEARING DIRECTLY UPON CONCRETE SHALL BE. PRESSURE TREATED D.F. SEISMIC: SOIL TYPE: D : AS SHOWN :- DBL TOP PLATE 4. UNLESS OTHERWISE NOTED ON DRAWINGS OR IN SPECIFICATIONS FRAMING MEMBERS SHALL HAVE THE Ss 2.409g FOLLOWING GRADING: S, = 0.861g ANALYSIS USE EQUIVALENT LATERAL FORCE PROCEDURE ASCE7-05 SECTION 12.8 A) ALL BEAMS, COLUMNS, POSTS AND CANTILEVER JOISTS AT BALCONIES: DOUGLAS fi. FIR, GRADE MARK - NO. 1. B FRAMING: JOISTS, STUDS, PLATES, RAFTERS: DOUGLAS FIR, GRADE MARK NO. 2. N SITE OBSERVATION 4 LOCKING A) EXISTING FOUNDATION AND NEW FOOTING REINFORCING : - B) SHEARWALLS AND HOLDOWNS C) FLOOR FRAMING D) ROOF FRAMING UNE VEN TOP. PLATE 1`�i ct ai e ;neexing STUD SEE L 4 P ST GAP --- PLAN BEFORE PROCEEDING WITH THE WORK. PENALTIES AS PRESCRIBED BY LAW.: 2-2x OR /2 PROTECT ALL EXISTING FACILITIES AND IMPROVEMENTS THROUGHOUT DURATION OF WORK. IF L UNSAFE STRUCTURES AND EQUIPMENT CBC 2007 SECTION 115 ( 444x STUD NECESSARY, PROVIDE HEAVY GAGE VISQUEEN BARRIER BETWEEN WORK AT INTERIOR AREA AND Q SURROUNDING AREAS. SECTION 115.1 CONDITION. STRUCTURES OR EXISTING EQUIPMENT THAT ARE OR THEREAFTER BECOME UNSAFE, INSANITARY OR DEFICIENT BECAUSE OF INADEQUATE MEANS OF EGRESS FACTfIL1TIES, D 6d FOR #3 TO #8 3. TAKE CAUTION WHEN WORKING AROUND EXISTING UTILITIES, INADEQQUATE LIGHT AND VENTILATION, OR WHICH CONSTITUTE A FIRE HAZARD, OR ARE OTHERWISE D = 8d FOR J9, #10, 11 DANGEROUS TO HUMAN LIFE OR THE PUBLIC WELFARE, OR THAT INVOLVE ILLEGAL OR IMPROPER D = 10d FOR 14 & 18 3-16d MIN. 4.' CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES. WHERE OCCUPANCY OR INADEQUATE MAINTENANCE, SHALL BE DEEMED AN UNSAFE CONDTION. UNSFE STUD TO HEADER ENCOUNTERED, MAKE ALL NECESSARY ARRANGEMENTS FOR SUPPORT, SHORE -UP, RE-ROUTE, OR STRUCTURES SHALL BE TAKEN DOWN AND REMOVED OR MADE SAFE, AS THE BUILDING OFFICAL DEEMS ® ® UTILITY DISCONNECTION AS REQUIRED BY APPLICABLE PUBLIC OR PRIVATE UTILITY COMPANIES. NECESSARY AND AS PROVIDED FOR IN THIS SECTION. A VACANT STRUCTURE THAT IS NOT SECURED AGAINST ENTRY SHALL BE DEEMED UNSAFE. SECTION 115.2 RECORD. THE BUIDLIGN OFFICIAL SHALL CAUSE A REPORT TO BE FILED ON AN D DEMOLITION UNSAFE CONDITION. THE REPORT SHALL STATE THE OCCUPANCY OF THE STRUCTURE AND THE ST6224 U.O.N. NATURE OF THE UNSAFE CONDITION. BAR LAPS x 1 1. ALL DEMOLITION WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN NATIONAL STANDARDS SECTION 115.3 NOTICE. IF AN UNSAFE CONDITION IS FOUND THE BUILDING OFFICIAL SHALL SERVE TYPICAL �f11-1 Lf1P f1N� OFFSETS INSTITUTE, 'AMERICAN NATIONAL STANDARD SAFETY REQUIREMENTS FOR DEMOLITION" (ANSI A10.6-1) ON THE OWNER, AGENT OR PERSON IN CONTROL OF THE STRUCTURE, A WRITTEN NOTICE THAT PROTECTION: DESCRIBES THE CONDTTON DEEMED UNSAFE AND SPECIFIES THE REQUIRED REPAIRS OR IMPROVEMENTS TO BE MADE TO ABATE THE UNSAFE CONDTION, OR THAT REQUIRES THE UNSAFE STRUCTURE TO BE BEAM HEADER DEMOUSEHED WITHIN A STIPULATED TIME. SUCH NOTICE SHALL REQUIRE THE PERSON THUS NOTIFIED SEE PLAN 2, .THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING WORK SHALL BE PERFORMED WITH CARE AND. SMALL TOOLS IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE EXISTING TO DECLARE IMMEDIATELY TO THE BUILDING OFFICIAL ACCEPTANCE OR REJECTION OF THE TERMS OF LCE4 POST CAP THE ORDER, BUILDING. DO NOT OVERCUT. x 11 METHOD OF SERVICE. SUCH NOTICE SHALL BE DEEMED PROPERLY SERVED IF A COPY 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES BEFORE BEGINNING WORK. SECTION 5 4 ETH FOOTING RElNF 2-2x OR SPECIAL CARE SHALL BE TAKEN TO PROTECT UTILITIES THAT ARE TO REMAIN IN SERVICE DURING THEREOF IS {A} DELIVERED TO THE OWNER PERSONALLY; (B} SENT BY CERTIFIED OR REGISTERED CONSTRUCTION. MAIL ADDRESSED TO THE OWNER AT THE LAST KNOWN ADDRESS WITH THE RETURN RECEIPT 4x STUD. REQUESTED; OR (C) DELIVERED IN ANY OTHER MANNER AS PRESCRIBED BY LOCAL LAW. IF THE CERTIFIED OR REGISTERED LETTER IS RETURNED SHOWING THAT THE LETTER WAS NOT DELIVERED, A CONT. TOP PLATE COPY THEREOF SHALL BE POSTED IN A CONSPICUOUS PLACE IN OR ABOUT THE STRUCTURE - - - - - - - --� DBL TOP PLAIT: E CONCRETE AFFECTED BY SUCH NOTICE. SERVICE OF SUCH NOTICE IN THE FOREGOING MANNER UPON THE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSii/E STRENGTH OF 2500 PSI AT 28 DAYS OWNER'S AGENT OR UPON THE PERSON RESPONSIBLE FOR THE STRUCTURE SHALL CONSTITUTE SERVICE OF NOTICE UPON THE OWNER. FOOTING 2. CONCRETE SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 /CF). AGGREGATE SHALL CONFORM TO REINF, ASTM C33, U.N.O.. SEC110N 115.5 RESTORATION. THE STRUCTURE OR EQUIPMENT DETERMINED TO BE UNSAFE BY THE 3. CEMENT SHALL CONFORM TO ASTM C150, TYPE 1 OR 2: BUILDING OFFICIAL IS PERMITTED TO BE RESTORED TO A SAFE CONDITION. TO THE EXTENT THAT REPAIRS, ALTERATIONS OR ADDITIONS ARE MADE OR A CHANGE OF OCCUPANCY OCCURS DURING THE STUD MIN. SUCH REPAIRS ALTERATIONS ADDITIONS OR CHANGE OF 4. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACI 301. RESTORATION OF THE STRUCTURE STUD TO HEADER OCCUPANCY SHALL COMPLY WITH STRUCTURE,SUCH REQUIREMENTS OF SECTION 105.2.2. AND CHAPTER 34. 5. PROVIDE MINIMUM CLEAR COVER OF CONCRETE OVER REINFORCING AS FOLLOWS: A AGAINST EARTH FORM 3 INCHES 1 BEAM OR HEADER B) EXPOSED TO EARTH BUT POURED AGAINST FORM 2 INCHES SEE PLAN 1 F REINFORCING STEEL STUD SEE LCE4 POST CAP PLAN 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM SPECIFICATION A615 GRADE 60 FOR # 5 AND FOOTING 2-2x OR LARGER BARS AND GRADE 40 FOR 3 AND 4. M DESIGN CIRTERIA: 4x STUD 2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED BELOW. 4: 24 FOR BOTTOM BARS AND 28 A. GRAVITY LOADS; FOR TOP BARS 5: 30' FOR BOTTOM BARS AND 35" FOR TOP BARS. 6: 40' FOR BOTTOM BARS AND : _ SEE DETAIL 9 S2.0 FOR TOP PLATE SPLICE 46" FOR TOP BARS AT SPLICES UNLESS OTHERWISE NOTED IN PLANS. SPLICES SHALL BE LOCATED AS ROOF. DL 18psf F100R, DL 14psf LL = 2Opsf * LL = 40psf 11 DETAILED IN THE PLANS. STAGGER ALL LAPS AND SPLICES. _ r 1 1 3. ANCHOR BOLTS DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE NTS 1�PPED5 THUG HEADER SUPPORT CONCRETE IS PLACED, USE CUT THREAD ANCHOR BOLTS ONLY, B. LATERAL; WIND: V = 85m h P 1.0 G WOOD FRAME CONSTRUCTION EXPOSURE, B �.. MWRS METHOD 1 . COMPONENTS AND CLADDING METHOD 1 1 W THROUGHOUT BUILDING CONSTRUCTED IN t } { } �_, D GENERAL WOOD FRAMING. WOOD FRAMING THR UG UT THE BU LD NG SHALL BE C TR . _ DBL TOP PLATE ZONE A. 15.9psf HIP ROOF. (T < $ < 27) ACCORDANCE WITH THE CBC 2007 AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ZONE B. _-4,2psf FOR P OF THE FOLLOWING: 2005 EDITION AND NATIONAL DESIGN -SPECIFICATION SUPPLEMENT, DESIGN VALUES FOR WOOD . = „�„ - ZONE C. 10.6psf _ CONSTRUCTION 2005 EDITION AMERICAN FOREST AND PAPER ASSOCIATION FORMERLY NATIONAL FOREST { N : = I IOR ZONES: = 5,3 sf -13 sf ZONE D 2 3 sf NTER P P P PRODUCTS ASSOCIATION). ZONE E: = -13.8 sf END ZONES: = 7.5 sf --20.7 sf P , PP - -9.5 sf CORNER ZONES: = 7.5 sf -30.6 sf ZONE F. - 2. JOIST HANGER AND MISCELLANEOUS CONNECTORS: MEMBERS NOT RESTING ON, OR FRAME© OVER THEIR P P , P " N - SUPPORT SHALL BE SUPPORTED BY MEANS OF SIMPSON STRONG --TIE JOIST HANGERS. HANGERS ZONE G. 9.5psf , ZONE H: =-7.3psf SHALL COMPLY WITH AND BE NAILED IN ACCORDANCE WITH MANUFACTURERS ICC APPROVALS. MST48 STRAP <v U' A34 EACH � - 3: WOOD PLATES., .BEARING DIRECTLY UPON CONCRETE SHALL BE. PRESSURE TREATED D.F. SEISMIC: SOIL TYPE: D : AS SHOWN :- DBL TOP PLATE 4. UNLESS OTHERWISE NOTED ON DRAWINGS OR IN SPECIFICATIONS FRAMING MEMBERS SHALL HAVE THE Ss 2.409g FOLLOWING GRADING: S, = 0.861g ANALYSIS USE EQUIVALENT LATERAL FORCE PROCEDURE ASCE7-05 SECTION 12.8 A) ALL BEAMS, COLUMNS, POSTS AND CANTILEVER JOISTS AT BALCONIES: DOUGLAS fi. FIR, GRADE MARK - NO. 1. B FRAMING: JOISTS, STUDS, PLATES, RAFTERS: DOUGLAS FIR, GRADE MARK NO. 2. N SITE OBSERVATION 4 LOCKING A) EXISTING FOUNDATION AND NEW FOOTING REINFORCING : - B) SHEARWALLS AND HOLDOWNS C) FLOOR FRAMING D) ROOF FRAMING UNE VEN TOP. PLATE 1`�i ct ai e ;neexing e fgn Inc. and �J 4075 Papazian Way, Suite 207 Fremont, California, 94538 tel: 510-683,8914 fax. 510-683.8941 �d S. l g-'----#C .62568 4c Ecp : 06/.X/t2--- _ 13 OCT 2010 ARCHITECTURAL DESIGNED BY: PARKA BUILPEkS; INC. 5704 Cold Water Drive, Castro Valley, CA 94552 Residential Additions Plans and Design services Alterations -Remodeling New single Family Homes Rudy Peas, president Phone (510) 889-0102 Fax(510) 889-0103 Gener4l Cotractor Lic. # B-798458 REVISIONS: 12 SEPT 2010 1 PC COMMENTS 03 � ® W 05 cri v .Q �W Z ti.J DATE : 23 JULY 2010 1'=1'-0' U.O.N. SCALE :PLANS' PLANS: AS NOTED DRAWN : JAO CHECKED: ESA JOB No.: 10210 S2*0 SHEET ' , OF 11 ROOF LEVEL POST SEE PLAN—,,R— ---------- t ` I OPEN t t // FLOOR LEVEL / t t ' MST STRAP HOLD—DOWN SEE SW SCHED (E) GRADE BEAM v2ND FLOOR f 35 CLIP EACH SIDE UPPER MST STRAP TIE —DOWN \ J f O N i HOLDOWN SEE SW SCHEDULE - ----- -- C 1ST FLOOR 4 a a HE,�RWA�� NOTES Q n a TYPICAL STRAP 11EMOL WN a. n 41 n Q n j 1. ALL EDGES ARE BLOCKED. 5. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 3/8" PLYWOOD WITH 8d AT 6-1 O.C. EDGES AND EDGE NAILING OBL TOP PLATE SEE SW SCHED 2. REFER TO FOUNDATION AND FLOOR PLANS FOR HOLDOWN LOCATIONS. 12" O.C. THE FIELD UNLES OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE. A .4 SEE DETAIL 9 52.0 - i ~ 3. REFER TO THIS SHEET FOR TYPICAL SHEARWALL DETAILS. 6. ANY WALL WITH 8d 0 3" o.c. OR TIGHTER NAILING SHALL HAVE 3x MEMBER WHERE A PLYWOOD n n I STAGGERED EDGE ADJOINS. 4. VERIFY ALL DIMENSIONAL AND EMBEDMENT REQUIREMENTS OF THE -- _ __.v'T—_----_---e___ ®_ - f HOLD-DOWN WITH THE MANUFACTURER, *SIMPSON" OR EQUAL. 7`. 2x MUDSILL IS DESIGNED WITH 100% INCREASE IN ALLOWABLE VALUE FOR ANCHOR BOLT a , SPACING. © a Q. r 1 n. n 1 � � r I DO NOT CUT I., " n AS35 CLIP EACH a I , � (E) CONT. FOOTING r SIDE OF POST g a .4 t 1 � • i SEE PLAN r i i SHEARWALL SEE PLAN ' , SHEATHING EDGE errNG cwenurn a (SEE DETAILS w IDENTIFICATION 1 ;. ANCHOR D. PLATE EDGE R HOLDOWNS REMARKS MARK MATERIAL 3/8 CDX III •• _ 1 ► ! MST37 AT BEAM SEE i 1 14 ON THIS PLYD OR MST37 AT BEAM SEE 1 ON A35 AT 12 O.C. MST48 AT WALL SHEET IPLYD OR ,, 1 i • lPLYD s • ,s _ • 1` A35 AT ox MUDSILL } SEE 1 1 16 ! PLYD OR ! o.c. 1 HDU5OPTION: I SEE / 1 16 !ADD ANCHOR BOLTS TO EXISTING CONCRETE W/ 5/8*0 x 7' LONG REDHEAD WEDGE ANCHORS WITH 4" MINIMUM EMBEDMENT. !! '!i ALLOWABLE ! ! /(13 PLATE 2 NAILING O HOLDOWN ® 0 SEE SW SCHED O PLYWOOD SHEATHING 0 SEE PLAN 0 0 1 ) rnwrrN t 1 l As � E3T1 2B.1g de ign inc. wvcrvc�_ Asa d�s3grx _net 4075 Papazian Way, Suite 207 Fremont, California, 9453$ tel: 510-683.8914 fax, 510-683.8941 L'1k p®3ofi2- IV0- 13 OCT 2010 ARCHITECTURAL DESIGNED BY: BUILDERS �U I INC, U t, !� ARRA DEQ S 5704 Cols} Wafer Drive, Castro Valley, CA 94552 Residenfial Additions Plans and Design Services Alterations -Remodeling New Single Family Homes Rudy Parra, president Phone (510) 889-0102 Fax(510) 889-0103 General Cotrictor Lic. # B-798458 REVISIONS: 0 cQ FT 0 d � � con con prtry� U it i� U - L/1 DATE = : 23 JULY 2010 SCALE ; DETAIL f-1,-0* U.O.N. PLANS: AS NOTED DRAWN : JAO CHECKED: ESA JOB No.: 10210 S2* 1 SHEET 5 OF 11 STUDWALL SEE (N) SHEATHING - SHEARWALL SCHED. TO MATCH (E) CUT E FLOOR dF RE UIRE EDGE NAILING SEE : BOTTOM OF FOR ACCESS FLOOR FRAMING NOTES MUDSILL SEE FLOOR JOIST EDGE NA LING (E) SHEATHING (N) PLYWOOD SHEATHING DETAIL 4/S2 SEE LAN TO REMAIN SEE SW SCHEDULE : (N) PLYWOOD (E} LEDGER PLYWOOD SHEATHING 2x LEDGER WITH 8d � 4« ox. � E 2x STUDS SHEATHING SEE {) SEE SW SCHED. „ -3/8 0 LAG SCREWS EDGE NAILING T (E) FLOOR JOIST 7L_ _ _ SW SCHEDULE TO REMAIN _ f (E) FLOOR EDGE NAILING 0 12 ox. FINISHED GRADE to _ TO REMAIN (E) PLYWOOD SHEATHING - -...- SEE SW SCHED. (E) SHEATHING I ii 1 g« 2- 4 CONT. 2x LEDGER N 3x BLOCKING ( ) TO REMAIN SEE SW SCHED. TO REMAIN a 00 WITH 3-16d PER STUD MIN. (N) U HANGER z (E) MUDSILI. SAWCUT(E} CONCRETE SLAB SMOOTH #4 0 16« ox. PT SILL TO REMAIN EDGE NAILING 2# CONCRETE HORIZONTAL BARS ° FINISHED GRADE STUDWALL SEE co SHEARWALL SCHED. �- BOLT DRILL AND SEE SW TYPE B ` EDGE NAILING RAT TRAP « #4 0 16 O.C. _ EPDXY GROUT SEE SW SCHEDULE BOLT DRILL AND _ (E} MUDSILL VERTICAL BARS �— ° g SEE SW SCHED. EPDXY GROUT a .. a a, FINISHED GRADE (E) CONCRETE SEE SW SCHED. STEM (E) CONCRETE 2-#5 COW. STEM 11111�� (E) STEM NOTES: --- �. FOOTING ° Q / TO REMAIN SEE DETAIL 4/S2.0 FOR TYPICAL BAR 4 LAPS AND OFFSETS. 1'-3« MIN 0 LIGHTLY BACKFILL SEE DETAIL 12/S2.0 FOR STEPPED ; y d �1—III—III __ - FOOTING. (N) INTERIOR STEMWALL ZING PERPENDICULAR TO FL JOLT CO D EXISTING WALL TO BECOME SHEARWALL « TYPICAL CONTINUOUS FOOTING (TT.O.N.) 1 4 STUDWALL SEE (N) SHEATHING '* c11 - SHEARWALL SCHED. TO MATCH (E) litCUT E FLOOR IF RE UIREDTEDGE NAILING SEE FOR ACCESS FLOOR FRAMING NOTES EDGE NAILING (E) SHEATHING SEE PLAN TO REMAIN (E) FLOOR JOIST #5x « 18 LONG 0 16 O.C. TO RE (E} STEM STAGGERED DRILL AND EPDXY GROUT PLASTIC QUICK JOINT � W.P.J. f OR 1/8 x 1« DEEP SQCUT CUT EVERY OTHER BAR CROSSING JOINT FOOTING 24" BELOW FINISHED GRADE N FLOOR .JOIST 2x LEDGER {) TO MATCH (E} 2-#5 x DOWELS SLAB THICKNESS F WITH 3-16d PER STUD MIN. (SISTERED WITH 16d DRILL AND EPDXY SEE PLAN SLABEE PLAN 2x BLOCKING 0 12« ox. STAGG.) GROUT SEE PLAN FINISHED GRADE STUDWALL SEE ®2 -O ox. A �, ; �l i —� �— i I®i ;- PLYWOOD SHEATHING 2x LEDGER WITH 8d is 4« ox. °0 SHEARWALL SCHED. .- TIE FOOTING SEE SW SCHED. « - / 3 8 0 LAG SCREWS EDGE NAILING a _®----------- EDGE NAILING r 12« ox., ° � a FINISHED GRADE e - - p a _ _ SEE SW SCHED. MUDSILL SEE 5W SCHED. (E) SHEATHING __ T 'l� III IIIjI��I� --- _ _ SAWCUT(E) CONCRETE TO REMAIN !_ - Ii ii+« SLAB SMOOTH -'II- « 1 -6 6 (E) FOOTING 2« CONCRETE MIN RAT TRAP ° ° d NOTE: Q . SEE DETAIL 1 /S3.0 FOR FOOTING (E) MUDSILL WEAKENED PLANE Jal�'�T (WPJ) SIZE AND REINFORCING. _ (N) INTERIOR STEMWALL TING I 1i I I 11 � i PARALLEL TO FLOOR JOIST (E) STEM FOOTING TO REMAIN 2-#5 x DOWEL DRILL AND EPDXY GROUT TYPICAL AT (E) TO (N) MIN LIGHTLY BACKFILL CONSTRUCTION SEE PLAN 2x SCAB PLATE W DO NOT NOTCH / 4-16d EA END STUD 0 AB STUDS PLATE (E) STEM 4 N STEM FOOTING FOOTING •- POST - - SEE PLAN ,i� _ / SEE PLAN (E)FINISHED GRADE AB W j PLATE — — - i 2x SILL PLATE WASHERS PER TOP OF SLAB z A35 (2 SIDES) SCHED R OL AT STUD f � o..p x » « 18 LONG 0 16 ox. 16d 4 6 A o STAGGERED DRILL AND IN PROVIDE 4-8d MIN EDGE NAILIN p i ;a EPDXY GROUT TO 4x BLOCKING (E) FLOOR SHEATHING ? I 1c, N I 6« MIN « 6« MIN 6« MIN > BELOW 12 MAX « - « 12 MAX - MAX i ®- -' ' �- E FOOTING - l� i i �- { ) o .. ( _ DOWEL 6« FOOTING N VERIFY IN FOOTING SEE PLAN MIN REINF FIELD l El cv NOTE: (N) 4x1O SEE DETAIL 1 /S3.0 FOR FOOTING - SIZE AND REINFORCING. —`a-- PLYwoad _ Fc44 4x BLOCKING (E) FLOOR JOIST ALOR AT INTERSECTION AT SP WITH A35 EACH TO REMAIN END (AS SHOWN) TYPICAL PLATE ANCHOR BOLTS _ 4x4 - 1 jj1�j .i.V. DO L AT EXISTING CONSTRUCTION .. ". jf''�j(OT11j'��j(j''{� �J��J 8 "j�i� SOIL'S � FVVIJL1\V (� 41.7 P1J IJV�L#.f (\� j/^��/ �} �f(� �Eti./iJ�.�la'. � ANCHOR BOLTS 0 4 -O ox. PBS44 � l 2x STUDWAL.L OR OR SEE SHEARWALL SCHED SEE SHEARWALL SCHED . ON SHEET S2 ON SHEET S2. r .. GARAGE CONCRETE SLAB 1/2« EXPANSION (E) GARAGE (N} GARAGE SEE PLAN FOR THICKNESS JOINT CONCRETE SLAB CONIC. SLAB #4 DOWELS 0 12« ox. EXPANSION JOINT AND REINFORCING FINISHED GRADE FINISHED GRADE °° TO REMAIN SEE PLAN — GARAGE CONCRETE SLAB DRIVEWAY_ EXPANSION SEE PLAN FOR THICKNESS JOINT AND REINFORCING #3 TIES ° °� Q `' a 0 8« O.C. - 12« SOR OR 12« DIA PEDESTAL WITH 4-#4 VERT BARS Q. p A pia Q o © Qp Qn• o 6 Q •o 00 Oa oa po^ 4i8 o C4 -I - Voo F.G.o0 oo�t o 4 �jq o oa oob8'- o I=1 I I-1 I I-1 �^ o 8« 8« (E) FOOTING TO _.: REMAIN (VA.F.) SEE PLAN FOR SIZE w. AND REINF• NOTE: SEE DETAIL 1/ S3.0 FOR FOOTING SIZE AND REINFORCING. Q /� str� ctu�•a1 ign xnc_ 4075 Papazian Way, Suite 207 Fremont, California, 94538 tel: 510-683.8914 fax. 510-683.8941 5 1-6256 * Exp : 06/30 otvtti q�£ OF CpL1F 13 OCT 2010 ARCHITECTURAL DESIGNED BY: PARKA BUILDERS, INC. 5704 C014 +Water Drive, Castro Valley, CA 94552 Residential Additions Plans and Design Services Alterations -Remodeling New Single Family Homes Rudy Para, President Phone (510) 889-0102 Fax (510) 989-0103 General Cotractor Lic. # 8-798458 REVISIONS. oZ tU► �' C 0 P., H N U DATE : 23 JULY 2010 SCALE : DETAIL: i'll'_O« U.O.N. PLANS: AS NOTED DRAWN : JAO CHECKED : ESA JOB Noz 10210 S3 .0 :6 SHEET OF 11 �nr®r e �110@j`1il$' E 1 C t UnU l 1 Cl e agn ano. www_ sad esi,�xs _rYc:t 4075 Papazian Way, Suite 207 Fremont, California, 94538 tel: 510-683,8914 fax. 510-683.8941 rJ• * Exp : 06/30/1-Z 01v0- �q�� 14 SEPT 2010 ARCHITECTURAL DESIGNED BY: PARRA BUILDERS, INC, 57N Cold Water Drive, Castro Valley, CA 94552 Residential Additions Plans and Design Services Alterations -Remodeling New Single Family Homes Rudy Parrs, president Phone (510) 889-0102 Fax (510) 889-0105 General Cotractor Lic. # 8-798458 REVISIONS: 3 5 OCT 2010 PC COMMENTS 4� Q.7 O �� w U W O � o c C7 as 'c H P-4 DATE : 23 JULY 2010 1 `4-0" U.O.N. SCALE :PLANS: PLANS: AS NOTED DRAWN : JAO CHECKED: ESA JOB No,: 10210 S4*0 SHEET 7 OF 11 ROOF SHEATHING EDGE NAIL SHEAR WALL EDGE NAIL, SEE ROOF FRAMING NOTES SEE SCHEDULE. HIP SEE PLAN ROOF SHEATHING BLOCKING RAFTER DBL TOP CS16x STRAP SEE PLAN L50 BOTH SIDES PLATE A35 0 16" o.c. L5a BOTH SIDES ROOF SHEATHING EDGE NAILING TYPICAL U.O.N. RAFTERS - SEE PLAN CHAMFERED 1" WIDE 2A SHEAR WALL SHEATHING, RAFTER SEE SCHEDULE. DBL TOP ST6224 U.O.N. 2x FULL DEPTH BLOCKING 0 x 8 -0 o.c. MAX.. WITH PLATE A DBL TOP PLATE ROOF A35 EACH END Jam► SHEATHING CEILING BEAM OR HEADER 2x STUD, FULL - SEE PLAN HEIGHT SHEAR WALL SOLID BLOCKING 0 A -A PLAN NOTCH 1 f 2 MAX. 1/2- SHEATHING EDGES SEE DETAIL 6 S5 FOR OPTION USE A35 CUPS 0 FTER TO RIDGE CONNECTIONS OPTION p OPTION A p r� OP71ON WHERE SPANS ARE LESS RIDGE BEAM THAN 10. USE LSU TYPE SEE PLAN BEAM TO SHEAR WALL 13 ROOF SHEATHING EDGE NAIL, SHEAR WALL EDGE NAIL, SEE ROOF FRAMING NOTES SEE SCHEDULE. ROOF SHEATHING POST =BEAM i ROOF BEAM SEE PLAN i R p niz i.✓ e gil cttijnee�111� e ign ind. 4075 Fapazian Way, Suite 207 Fremont, California, 94538 tel: 510-683.8914 fax. 510-683.8941 Exp : 06/30/12 01vaL srgr� CF 13 OCT 2010 ARCHITECTURAL DESIGNED BY: PARKA BUILP�kS INV , 5704 Cold Water Drive, Castro valley, CA 94552 Residential Additions Plans and Design Services Alterations -Remodeling New Single Family Homes Ru4y Parrs, PtC514ent Phone (510)889-0902 Fax(510? 889-0103 General Cotractor Lic. # B-798458 REVISIONS: 12 SEPT 2010 1 PC COMMENTS 2 12 SEPT 2010 FRAMING REVISION cL3 ,o� _0 0 0 O i H W DATE : 23 JULY 2010 SCALE : DETAIL: 1 `4-0' U.Q.N. PLANS: AS NOTED DRAWN : JAO CHECKED : ESA JOB No.: 10210 dS5. 0 1 SHEET OF 1 s ctu3ng 'ESAenl lnOCy�'ing de agn inc. www. �sad+�sxgn.xa�:t 4075 Papazian Way, Suite 207 Fremont, California, 94538 tel: 510-683.8914 fax. 510-683.8941 S. 4i CC 62 EX p i 13 OCr 2010 ARCHITECTURAL DESIGNED BY: PARKA BUILDERS, INC. 5704 Cold Water give, Castro Valley, CA 94552 Residential Additions Plans and Design Services Alterations -Remodeling New Single Family Homes Rudy Dana, president Phone (510) 889-0102 Fax(510) 899-0103 General C®tractor Lic. # B-798458 REVISIONS: 1 12 SEPT 2010 PC COMMENTS 2 12 SEPT 2010 FRAMING REVISION Q.7 E. Q O U W l� DATE : 23 JULY 2010 SCALE : DETAIL 1 `-4-0" U.O.N. PLANS: AS NOTED DRAWN : JAO CHECKED : ESA JOB No: 10210 S5.1 SHEET 9 OF 11 a ' 2 2-10d EA SIDE SEE LINTEL SCHEDULE TEONAIL 3-20d 2-10d I I I I � 1 I I I i I ! 2x CRIPPLE* I 1 I i 40d 4 18 I FOR 3x 2-10d I I I 2-16d EA.2x I I 11 11 l� I II II II I !I it II SILL PLATE 1-2x FOR 4'-0* WIDE MAX. 2-2X FOR OVER 4'-0* WIDE e }nee�n ESA deign n wwvw.+�sa desigan._net 4075 Papazian Way, Suite 207 Fremont, California, 94538 tel: 510-683.8914 fax. 510-683.8941 S. *IC-_62868 Exp : 06 "12_ *- �'IVtL 13 OCT 2010 ARCHITECTURAL DESIGNED BY: PARKA BUILDERS, INC. 5704 Cold Water Drive, Castro Valley, CA 94552 Residential Additions Plans and Design Services Alterations -Remodeling New Single Family Homes Rady Pat a, president Phone(510) 889-0102 Fax (510) 989-0103 Gener4l Cotrictor Lic. # B-798458 REVISIONS: till Q 4> .o� 5® ®-� T� 4 0 :..., v 0 H x DATE s 23 JULY 2010 SCALE : DETAIL: U.O.N. PLANS: AS NOTED DRAWN : JAO CHECKED: ESA JOB No.: 10210 S6*0 SHEET 10 OF 11 ALLOWABLE HOLES Load bearing or shear wall above TJI@ Joists (must stack over wall below) Do not cut holes larger Load from above No field cut than 1 /P s s in cantilever No field hales in See table See table cut holes in Blocking panel hatched See table See table hatched zone zone 2x4 minimum 1 0o Maintain adequate 1b squash blocks O ❑ �r 6 6 distance from bearings - ii p1 2xb2 1 02 L2 2xL2 Ll 7� - 6" 6n minimum minimum 6-1 - 11°' hole (also applies typical ri y be cut to # Z�� holes) TJI® rim joist ` rt a anywhere B1 B1W t „ ' /1b in web outside OA2 Must have fs/4"minimum joist t hatched area. bearing at ends 2x4 minimum Minimum Distance from Inside Face of Any Support to Nearest Edge of Hale cut holes with care Web stif feners squash blocks required each side For other load conditions or hole configurations not included in this table, refer to and in the joist web' at BiW and 82W TJ-Beame software or contact your Trus Joist representative. only Use 2x4 minimum squash blocks S to transfer load f rom above to B2 �2W - bearinglate below 1 p INTERMEDIATE BEARING 6`-0" length of TJIe NO LOAD BEARING WALL. ABOVE joist reinforcement and filler block. Use 8" diameter maximum hole for 4'-0" length with 9llz" #1'ls' -16" joists, 6" diameter Web stiffeners required 7 „ .. 1 and 1#1 TJI joists. maximum for 9l joists or for Nail Tres Joist rim Attach reinforcement to it sides of hanger do not board to blocking with 'gist to and bottom blacking panels less than 12`° g J P laterally support at Beast long. bo not cut flan es. connections equivalent flanges with one 8d (211z") s " Web stiffeners required g 18 of TJI joist tap W ff r qu lane Blocking panels to decking schedule, common nail at each corner f g each side at B3W m be aired with may required Attach TJI10 joist u shear walls above or Blocking panel between each reinforcement to joist joist. Nail to to late with To Pane below -see detail 81 web with 3 rows 10d 3°' j P p P f 9 ( connections equivalent to hanger common nails at 6`° deckingschedule. on -center, clinched. Use Face mount 1 „ , „ " 3 " . 2 rows with 9I and #i f . 12 length of 14 i _ . Q` hanger �e t 2 . u�` TJI8 joists, reinforcement on pXl fi one side at E7, both sides at E8 Hanger height must be a M 9 9 H 1 � Not far use with 3' TJI joist flange widths O I 0 a j 9 O minimum of 8U/o of joist depth i 5 maximum O O • ROUND HOLE SIZE * KM �� * ice. �� • ! �ii *.1��,•��*��L�'ii.;".�# BEAM DEPTH MAXIMUM ROUND HOLE SIZE 43%8° 1 " 51/2" 13/4" 7f4" to 20" 2" • For uniformly loaded beams only. ofbeam Rectangular holes are not allowed. • Holes in cantilevers require additional analysis. en �nee��ng E s cstuin de xgn inc.. www. a sadeesi oxx-axv--t 4075 Papazian Way, Suite 207 Fremont, California, 94538 tel: 510-683.8914 fax. 510-683.8941 �a tv — .,. Exp /30f 1 �K olvtV OWF Op�1F 13 OCT 2010 ARCHITECTURAL DESIGNED BY: PARKA BUILDERS, INC. 5704 Cold Water Drive, Castro Valley, CA 94552 ttesidential Additions Plans and Design Services Alterations -Remodeling New Single Family Homes Wy Parra, president Phone(510) 889-0102 Fax(510) 889-0103 General Cotractor Lic. # B-798458 REVISIONS: Qrl Q.� F"rr� �Q con ®C J _0 > .� � C 0 4-s C., 0.i V1 9 EnI Z Z' DATE : 23 JULY 2010 SCALE : DETAIL. 1 "=1'--0" U.O.N. PLANS: AS NOTED DRAWN : JAO CHECKED: ESA JOB No: 10210 sm- I SHEET 11 OF 11 'in the Santa Clara Valley, storm drains flow directly to our local creeks, and on to San Francisco Bay, with no treatment. Storm water pollution is a serious problem for wildlife dependent on our waterways and for the people who live near polluted streams or baylands. Proper management of construction sites reduces pollution significantly. This shoot summarizes the "Best Management Practices" (BMPs) for storm water pollution ORDINANCE OF THE CITY OF CUPERTINO FOR NONPOINT SOURCE POLLUTION & WATERCOURSE PROTECTION: Chapter 9.18 9.18.040 Discharge into the storm drain prohibited It is unlawful to discharge, or cause, allow, or permit to be discharged into any storm drain or natural outlet or channel all waste, including but not restricted to, sewage industrial wastes, petroleum products, coal tar or any refuse' substance arising from the manufacture of gas from coal or petroleum, chemicals, detergents, solvents, paints, contaminated or chlorinated swimming pool water, pesticides, herbicides and fertilizers. 9.18.090 Violation Any person who violates any provision of this chapter is I quilty of a misdemeanor and upon conviction thereof shall be punished as provided in Chapter 1.12 of this code 9.19.100 Civil penalty for violation Any person who violates any provision of this chapter or any provision of any permit issued pursuant to this chapter shall be civilly liable to the City in a sum not to exceed the amounts provided for in Government Code Section 54740 and/or 54740.5 [up to $25,000 per day per violation]. The City may petition the Superior Court pursuant to Government Code Section 54740 to impose, assess and recover such sums. The civil penalty provided in this section is cumulative and not exclusive, and shall be in addition to all other remedies available to the city under State and Federal law and local ordinances. Funds collected pursuant to this section shall be paid to City's Environmental Management Account. 9.19.101 Civil penalty for Illicit discharges Any person who discharges pollutants, in violation of this chapter, by the use of illicit connections shall be civilly liable to the City in a sum not to exceed twenty-five thousand doliars per day per violation for each day in which such violation occurs. The City may petition the Superior Court pursuant to Government Code Section 54740 to impose, assess and recover such sums. The civil penalty provided in this section is cumulative and not exclusive, and shall be in addition to all other remedies available to the City under State and Federal law and local ordinances. Funds collected pursuant to this section shall be paid to City's Environmental Storm Management Account. Cupertino Building Dept: 408-777-3228 Public Works Dept: 408-777-3364 Santa Clara County Recycling Hotline: 800-533-8414 wM(w.r2d,Mc9was.Le.9Eg. www.reevelestuff.com Small Business Hazardous Waste: 408-299-7300 Cupertino Sanitary Sewer Distr 1 408-253-7071 Santa Clara Valley Urban Runoff Pollution Prevention Prgm 800-794-2482 State Office of Emergency Services 1-800-862-7560 (24 hrs) Report spills to 911 APPROVED BY: RALPH QUALLS, JR. RCE 22046 9-3 DIRECTOR OF PU13LIC WORKS General ciza'-s-tvi- C-fillix and Site Supervision Storm Drain Pollution from Construction Activities Construction sites are common, sources of storm water pollution. Materials and wastes that blow or wash into a storm drain, gutter, or street have a direct impact on local creeks and the Bay. As a contractor, or site supervisor, owner or operator of a site, you may be responsible for any environmental damage caused by your subcontractors or employees. General Principles E3 Keep an orderly site and ensure good housekeeping practices are used. 0 Maintain equipment properly. L3 Cover materials when they are not in use. L3 Keep materials away from streets, storm drains and drainage channels. Ll Ensure dust control water doesn't leave site or discharge to storm drains. Advance Planning To Prevent Pollution 0 Schedule excavation and grading activities for dry weather periods. To reduce soil erosion, plant temporary vegetation or place other erosion controls before rain begins. Use the Erosion and Sediment Control Manual, available from the Regional Water Quality Control Board, as a reference. E3 Control the amount of runoff crossing your site (especially during excavation!) by using berms or temporary or permanent drainage ditches to divert water flow around the site. Reduce stormwater runoff velocities by constructing temporary check dams or berms where appropriate. Ll Train your employees and subcontractors. The city can provide brochures about these issues for you to distribute to workers at your construction site. Inform your subcontractors about the stormwater requirements and their own responsibilities. Use Blueprint for a Clean Bay, a construction best management practices guide available at our Building Dept. counter. -T Solvents, and Adhesives away from the gutter, stre4- and storm drrlim. PaInfing Cleanup Ll Never clean brushes or rinse paint containers into a street, gutter, storm drain, French drain, or creek. L3 For water -based paints, paint out brushes to the extent possible, and rinse into an inside sink drain that goes to the sanitary sewer. LX For oil -based paints, paint out brushes to the extent possible and dean with thinner or solvent. Filter and reuse thinners and solvents, where possible. Dispose of excess liquids and residue as hazardous waste. Ll When thoroughly dry, empty paint cans, used brushes, rags, and drop cloths may be disposed of as garbage. Iis Good Housekeeping Practices Ll Designate one area of the site for auto parking, vehicle refueling, and routine equipment maintenance. The designated area should be well away from streams or storm drain inlets, bermed if necessary. Make major repairs off site. Ll To prevent off -site tracking of dirt, provide entrances with stabilized aggregate surfaces. Or provide afire wash area. L3 Keep materials out of the rain - prevent runoff contamination at the source. Cover exposed piles of soil or construction materials with plastic sheeting or temporary roofs. Before it rains, sweep and remove materials from surfaces that drain to storm drains, creeks, or channels. LJ Keep pollutants off exposed surfaces. Place trash cans and recycling receptacles around the site to minimize litter. Ll Clean up leaks, drips and other spills immediately so they do not contaminate soil or groundwater or leave residue on paved surfaces. Use dry cleanup methods whenever possible. If you must use water, use just enough to keep the dust down. Ll Cover and maintain dumpsters. Place dumpsters under roofs or cover with tarps or plastic sheeting secured around the outside of the dumpster. Never clean out a dumpster by hosing it down on the construction site. Ll Place portable toilets away from storm drains. Make sure portable toilets are in good working order. Check frequently for leaks. Materials/Waste Handling L3 Practice Source Reduction - minimize waste when you order materials. Estimate carefully. Ll Recycle excess materials, whenever possible, such as concrete, asphalt, scrap metal, solvents, degreasers, cleared vegetation, paper, rock, and vehicle maintenance materials such as used oil, antifreeze, batteries, and fires: www.redmqg-wqs-tg-.o-r1 for info. L3 Dispose of all wastes properly. Materials that cannot be recycled must be taken to an appropriate landfill or disposed of as hazardous waste. Never bury waste materials or leave them in the street or near a creek or stream bed. Permits L3 In addition to local grading and building permits, you will need to obtain coverage under the State's General Construction Activity Stormwater Permit if your construction site's disturbed area totals 6 acres or more. Information on the General Permit can be obtained from the Regional Water Quality Control Board. (This criteria will change to one acre as of Mar. 2003.) Landscaping, Gardening, an d' Pool Maintenance LandscapinglGarden Maintenance L3 Protect stockpiles and landscaping materials from wind and rain by storing them under tarps or secured plastic sheeting. Ll Schedule grading and excavation projects during dry weather. Ll Use temporary check dams or ditches to divert runoff away from storm drains. ' Ll Protect storm drains with sandbags, gravel - filled bags, straw wattles, or other sediment controls. Ll Re vegetation is an excellent form of erosion control for any site. Ll Store pesticides, fertilizers, and other chemicals indoors or in a shed or storage cabinet. L3 Use pesticides sparingly, according to instructions on the label. Rinse empty containers, and use rinsewater as product. Dispose of rinsed, empty containers in the trash. Dispose of unused pesticides as hazardous waste. L3 In Cupertino, residents with curbside recycling can collect lawn, garden and tree trimmings in yardwaste toters. Yardwaste will be collected and composted by the city's contractors. Residents are encouraged to compost yardwaste on -site themselves. Or take yardwaste to a landfill where it will be composted. L3 Landscape contractors should take clippings and pruning waste to a landfill that composts yard waste (BFI's Newby Island. and Zanker Rd. landfill are thehearest). U Do not blow or rake leaves into the street. =W 6 , 7 I 5 Jj FT1711 Z7 F I i Many landscaping activities expose soils and increase the likelihood that earth and garden chemicals will run off into the storm drains during irrigation or when it rains. Swimming pool water containing chlorine and copper -based algaecides should never be discharged to storm drains. These chemicals are toxic to aquatic life. PoollFountain/Spa Maintenance Draining pools or spas When it's time to drain a pool, spa, or fountain, please be sure to call the Cupertino Sanitary District before you start for further guidance on flow rate restrictions, backflow prevention, and handling special cleaning waste (such as acid wash). Discharge flows should be kept to the low levels typically possible through a garden hose. Higher flow rates may be prohibited by local ordinance. Ll Never discharge pool or spa water to a street or storm drain; discharge to a sanitary sewer cleanout. Ll If possible, when emptying a pool or spa, let chlorine dissipate for a few days and then recycle/reuse water by draining it gradually onto a landscaped area. Ll Do not use copper -based algaecides. Control algae with chlorine or other alternatives, such as sodium bromide. Filter Cleaning Ll Never clean a filter in the street or near a storm drain. Rinse cartridge and diatomaceous earth filters onto a dirt area, and spade filter residue into soil. Dispose of spent diatomaceous earth in the garbage. L3 If there is no suitable dirt area, call Cupertino Sanitary for instructions on discharging filter backwash or rinsewater to the sanitary sewer. Activities amounts of soil that can flow or blow into sto drains when handled improperly. Sediments in runoff can dog storm drains, smother aquatic life, andl destroy habitats in cree,i (tawll U'S --�nr rs--W-baft—ecylyl roughened ground surfaces. Practices During Construction LJ Remove existing vegetation only when absolutely necessary. Plant temporary vegetation for erosion control on slopes or where I construction is not immediately planned. U Protect downslope drainage courses, streams, and storm drains with wattles, or temporary drainage swales. Use check dams or ditches to divert runoff around excavations. Refer to the Regional Water Quality Control Board's Erosion and Sediment Control Field Manual for proper erosion and sediment control measures. U Cover stockpiles and excavated soil with secured tarps or plastic sheeting. The proper-Eyowner and the contractor share ummatee responsibilitv for the activities that occur on a construction site. You may be held responsibi for any environmental damage caused by your subcontractors or employee Paint Removal Ll Paint chips and dust from non -hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. LI Chemical paint stripping residue, and chips and dust from marine paints, or paints containing lead, mercury or tributyl tin must be disposed of as hazardous wastes. Lead based paint removal requires a state -certified contractor. U When stripping or cleaning building exteriors with high-pressure water, block storm drains. Direct washwater onto a dirt area and spade into soil. Or, check with Cupertino Sanitary District to find out if you can mop or vacuum the washwater and dispose of it in a sanitary sewer drain. Sampling of the washwater may be required. L3 Washwater from painted buildings constructed before 1978 can contain high amounts of Lead, even if paint chips are not present. Before you begin stripping paint or deaning pre-1 978 building exteriors with water under high pressure, test paint for lead by taking paint scrapings to a local laboratory. (See Yellow Pages for a state -certified laboratory.) L3 If there is loose paint on the building, or if the paint tests positive for lead, block storm drains. Check with Cupertino Sanitary District to determine whether you may discharge water to the sanitary sewer, or 9 you must send it offske for disposal as hazardous waste. Paint Dftposal, Return or Donadon LI Dispose of unwanted liquid paint, thinners, solvents, glues, and cleaning fluids as hazardous waste (call the Small Business Hazardous Waste Prgm: 299-7300). Ll Or Return to supplier. (Unopened cans of paint may be able to be returned. Check with the vendor regarding its "buy-back"policy.) Ll oonate-excess paint (call 2w73oD to donate.) Roa"Ork and Pav ing cis -mat Busirms Pmacft L3 Develop and implement eroslorilsediment control plans for roadway embankments L3 Schedule excavation and grading work during dry weather. Ll Check for and repair leaking equlprnent L3 Perform major equipment repairs at designated areas in your maintenance yard, where cleanup is easier. Avoid performing equipment repairs at construction sites. L3 When refueling or when vehicle/equipment mainterrance must be done on site, designate a location away from storm drains and creeks. Ll Do not use diesel oil to lubricate equipment parts or dean equipment Ll Recycle used oil, concrete, broken asphalt etc. whenever possible, or dispose of propedy. (www recyclestuff corn for list of recycling companies.) Asphalt/ConcrWe Rwwval Ll Avoid creafing excess dust when breaking as• or concrete. L3 After breaking up oldpavement, be sure to remove all chunks and pieces. Make sure broken pavernert does not come in contact with rainfall or runoff Ll when m*ng saw cuts, use as little water as possible. Shovel or vacuum saw -cut slurry and remove from the site Cover or protect storm drain inlets during saw -cutting. Sweep up, and properly dispose of, all residues. U Sweep, never hose down streets to dean up bwked dirt. Use a street sweeper or vacuum truck. Do riot dump vacuumed liquor in storm drains. M f T#751 Lit C11110 During Construction Ll Avoid paving and seal coating in wet weather, or when rain is forecast, to prevent fresh materials from contacting stormwater runoff. L3 Cover and seal catch basins and manholes when applying seat coat, slurry seal, fbg seal, or similar material& LJ Protect drainage ways by using earth dikes, sand bags, or other controls to divert or trap and filter runoff. L3 Never wash excess material from wpxied aggregate concrete or similar treatments into a street or storm drain. Collect and recycle, or dispose to dirt area. Ll Cover stockpiles (asphalt sand, etc) and other construction materials with plastic tarps. Protect from rainfall and prevent runoff with temporary roofs or plastic sheets and berms U Park paving machines over drip pans or absorbent material (cloth, rags, etc.) to catch drips when not in use. Ll Clean up all spills arid leaks using "dry" methods (v*h absorbent materials andlor rags), or dig up, remove, and properly dispose of contaminated soil. U Collect and recycle or appropriately dispose of excess abrasive gravel L3 Avoid over -application by water trucks for dust control. W*040% Fresh Conci 110 V and Mortar Application Storm Drain Pollution from Fresh Concrete and Mortar Applications Fresh concrete and cement -related mortars that wash into lakes, streams, or estuaries are toxic to fish and the aquatic environment. Disposing of these materials to the storm drains or creeks can block storm drains, causes serious problems, and is prohibited by law. General Business Practices U Wash out concrete mixers only in designated washout areas in your yard, .away from storm drains and waterways, where the water will flow into a temporary waste pit in a dirt area. Let water percolate through soil and dispose of settled, hardened concrete as garbage. Whenever possible, recycle washout by pumping back into mixers for reuse. Ll Wash out chutes onto dirt areas that do not flow to streets or drains. Ll Always store both dry and wet materials under cover, protected from rainfall and runoff and away from storm drains or waterways. Protect dry materials from wind. U Secure bags of cement after they are open. Be sure to keep wind-blown cement powder away from streets, gutters, storm drains, rainfall, and runoff. Ll Do not use diesel fuel as a lubricant on concrete forms, tools, or trailers. litI.MT , MM-ToI I Operations Storm Drain Pollution From Dewatering Activities Contaminated groundwater is a common problem in the Santa Clara Valley. Depending on soil types and site history, groundwater pumped from construction sites may be contaminated with toxics (such as oil or solvents) or laden with sediments. Any of these pollutants can harm wildlife in creeks or the Bay, or interfere with wastewater treatment plant operation. Discharging sediment -laden water from a dewatering site into any water of the state without treatment is prohibited. 1. Check for Toxic Pollutants L3 Check for odors, discoloration, or an oily sheen on groundwater. L3 Ask your building inspector whether the groundwater must be tested. Ll If contamination Is suspected, have the water tested by a certified laboratory. L3 Depending on the test results, you may be allowed to discharge pumped groundwater to the storm drain (if no sediments present) or sanitary sewer. OR, you may be required to collect and haul pumped groundwater off -site for treatment and disposal at an appropriate treatment facility. 2. Check for Sediment Levels L3 If the water Is clear, the pumping time is less than 24 hours, and the flow rate is less than 20 gallons per minute, after receiving the approval of the city inspector, you may be allowed to pump water to the street or storm drain. L3 If the pumping time Is more than 24 hours and the flow rate greater than 20 gpm,, call Cupertino Sanitary, 253-7071, for guidance. L3 If the water Is not clear, solids must be filtered or settled out by pumping to a settling tank prior to discharge. Options for filtering include: - Pumping through a perforated pipe sunk part way into a small pit filled with gravel, - Pumping from a bucket placed below water level using a submersible pump; - Pumping through a filtering device such as a swimming pool filter or filter fabric wrapped around end of suction pipe. Ll When discharging to a storm drain, protect the inlet using a barrier of burlap bags filled with drain rock, or cover inlet with filter fabric anchored under the grate. OR pump water through a grassy swale prior to discharge. During Construction L3 Don't mix up more fresh concrete or cement than you will use in a two-hour period. L3 Set up and operate small mixers on tarps or heavy plastic drop cloths. U When cleaning up after driveway or sidewalk construction, wash Tines onto dirt areas, not down the driveway or into the street or storm drain. 0 Protect applications of fresh concrete and mortar from rainfall and runoff until the material has dried. L3 Wash down exposed aggregate concrete only when the washwater can (1) flow onto a dirt area, (2) drain onto a bermed surface from which it can be pumped and disposed of properly, or (3) be vacuumed from a catchment created by blocking a storm drain inlet. If necessary, divert runoff with temporary berms. Make sure runoff does not reach gutters or storm drains. L3 When breaking up pavement, be sure to pick up all the pieces and dispose of properly. Recycle large chunks of broken concrete. See W".roucewaste."r for info on recyclers. Ll Never bury waste material. Dispose of small amounts of excess dry concrete, grout, and mortar in the trash. Ll Never dispose of washout, into the street, storm drains, drainage ditches, or streams. Reavy E,,'q'u ipm ent Stormwater Pollution om Heavy Equipment on Construction Sites Poof4y maintained vehicles and heavy eqpJpment that leak fuel, oil, antifreeze or othir fluids on the construction site are common sources of storm drain pollution. Prevent spills and leaks by isolating equipment from runoff channels, and by watchina for leaks and other maintenance problems. Remove construction equipment from,1he site as soon as possible. Site .Planning and Preventive Vehicle Maintenance Ll Designate one area of the construction site, well away from streams or storm drain inlets, for auto and equipment parking, refueling, and routine vehicle and equipment maintenance. Contain the area with berms, sand bags, or other barriers. Ll Maintain all vehicles and heavy equipment. Inspect frequently for and repair leaks. E3 'Perform major maintenance, repair jobs, and vehicle and equipment washing off -site, where cleanup is easier. U If you must drain and replace motor oil, radiator coolant, or other fluids on site, use drip pans or drop cloths to catch drips and spills. Collect all spent fluids, store in separate containers, and properly dispose as hazardous waste (recycle whenever possible). Ll Do not use diesel oil to lubricate equipment parts, or clean equipment. Use only water for any onsite cleaning. L3 Cover exposed fifth wheel hitches and other oily or greasy equipment during rain events. Spill Cleanup L3 Clean up spills immediately. Ll Never hose down "dirty" pavement or impermeable surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags) whenever possible and properly dispose of absorbent materials. Ll Sweep up spilled dry materials immediately. Never attempt to "wash them away" with water, or bury them. E3 Use as little water as possible for dust control. Ensure water used doesn't leave silt or discharge to storm drains. 13 Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. LI Call 911 for significant spills Ll If the spill poses a significant hazard to human health and safety, property or the environment, you must also report it to the State Office of Emergency Services. Small Business Hazardous Waste Dis,pos-a-l'. . rgm Businesses that generate less than 27 gallons or 22.0 pounds of hazardous waste ,:ver month are eligible to use this program. Call 408-299-7300 for a l4uo0;�7E;n [t 4 :BY : SHEET: OF SMUS14 FRE: *44 I