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10278331_1317 S. MAGNOLIA - Plan (2)
Certificate of Compliance Payment of School Facility Fees Santa Ana Unjfied School District Building Owner 3522 Name (First, MI, Last)Telephone 1 rE C A-<A ll 4 C r-4 Z.(7/ u) 6-21/0 _ 206-- Project Address Tract/Parcel Number 2 £-AD |' «Av#vu,0, 1-Mat & 9270/ Contactor/Architect/Engineer Name (First, ·MI, Last)Telephone Nature of Work Use of Building (check)Type of Project (check) Residential [8/Gmmercial m Senior Housing El New Addition [3-'Alteration U Description of Project 2 8 Ht *00,5 Number of Square Feet of Residential Space 571 Sq.Ft x $ 3,56 Total $1#1 *6144 (Dev. Fee) Number of Square Feet of Commercial Space Sq.Ft x $Total $ (Dev. Fee) The above representations as to square footage are true. Applicant agrees that if it is later determined that such representations are not true, then this certificate shall automatically terminate, and the appropriate City/County shall be notified. Applicant is hereby noticed that any party filing a protest regarding the imposition of fees pursuant to Government Code Section 53080 must do so within 90 days from the payment of the fee. 9- 1-7 - f 9 Applicant Name (Please Print)Date 11,6- c.00"- Signature This certifies that the above-named Applicant has paid school facility fees in compliance with all existing and applicable sections ofthe Government Code and Education Code. Santa Ana hool District Authorized Representative /27 Date / DISTRIBUTION ;Fhite -City/County Canary - Applicant , Pink - Facilities CITY OF SANTA ANA BUILDING PERMIT WORKSHEET PLEASE PRINT PROJECT ADDRESS:1314 ,AMNO-lA /4€ '*SUITE: USE OF BUILDING:(RESIDENTIAL COMMERCIAL INDUSTRIAL OTHER 1/14/09:forms/Bldg.App.Worksheet SAPIN #1 01'79-331 MASTERID# NATURE OF WORK:NEW .leD ALTERIT.I.DEMO REROOF REPAIR SIGN MISC NEW/ADDITION/ALTERATION: 1 ST FL..BASEMENT: YES/NO SF NO. OF STORIES: 2ND FL..SF PATIO/ENCL. PATIO:SF BLDG. HEIGHT: TOTAL OF OTHER FLS:SF RES. REMODEL:SF PROPOSED USE: GARAGBCARPORT:SF ALTERIT.I.SF JOB DESCRIPTION (non-residential projects see reverse side of this application) : 0,6.NUZEF- 48)01' hpprrIGN l.tu©•4 Z [3sc>.zms j l BMAA 6-1'C> t*1612- P:#€4.c BUILDING OWNER'S NAME: E UU'LlA OCU E PHONE NO: ADDRESS: [S Gb 1*:CW·•tuA /t=- TENANT'S NAME (Comm/Ind): CONTRACTOR'S'NAME: ADDRESS: WORKERS COMP. POLICY#:EXP. DATE: ARCHITECT/ENGINEER: ADDRESS: CITY: STATE CONTR. #: CITY: INSURANCE COMPANY: STATE LICENSE #: CITY: STATE:ZIP: 45 los-. PHONE NO: LICENSE CLASS:PHONE NO: STATE:ZIP: SANTA ANA BUS. LlC. #: PHONE NO: STATE:ZIP: CONTACT NAME:14*/c,0-affA PHONE NO: -114 - YEU--4€231. E-MAIL ADDRESS:FAX NO: OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT #:60352 P/C FEE PD $5-92- 469 11- TYPE OF CONSTR:VALUATION: $ E,.A-r00''- SUBMITTAL DATE: FIRE SPKR: YES / NO A/C: YES / NO FLOOD ZONE:x ULMI PROCESSED RES. DEV. FEE: YES / NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OK TO CHECK & DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: 3ll> to PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: U Additional square footage U Awnings U Canopy El Ceiling work U Change of occupancy (use) U Disabled accessible (H/C) restrooms U Dust collector U Elevator shaft 0 Exterior doors or windowd U Equipment pads U Interior demo El Kitchen equipment l .. U Partition walls , , U Rated corridors 1 Rated shbfts U Roof mounted equipment 01 Security bars U Screening for equipment U Skylights , U Stairs + U Storefronwfacade improvements 41 . 4 U Storage racks 6rshelving'69er 5'29" U Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: Block wall Card readers Complete demo Fence Fire signaling system Fire sprinklers Flagpole Lawn sprinkler system Light:Standirds' - . .4 . t ./ , i. , r .4 4 4 " C f. '11 1. 'Xi . I Parking lot repaving Parking lot restriping Pedestrian protection Pool/Spa Signs Spray booth Temporary power pole Trash enclosure CITY OF SANTA ANA PLAN CHECK - CHECKLIST * JOB ADDRESS /31 7 3' M<R .0 1/< TRACKING #:l 0 2 7 7 31/DATE'3-11-12 FOR PLANCHECK STATI]S CALL (714) 647-5*Q PLFARF INITIAL EACH ITEM BELOW L.Li.I agree to pay a plancheck fee established for this project with the understanding that this payment is not a guarantee that a permit will be issued and that this fee is not refundable once a plancheck has commenced. F c 2.I understand that I may request an "Accelerated Plancheck" at an additional cost to me. This plancheck will be performed by an in-house plan checker with the intention of reducing plancheck time for the Building & Safety Division. E_C_ 3.I understand that the project valuation (from which plancheck and permit fees are calculated) will be reviewed during the plancheck process and that said valuation shall be adjusted up or down in accordance with established fee computation regulations. k C 4.l understand that I shall submit separate plans, applications and plane.heck fees for the following when plan check is required: a. Electrical Plans - 2 complete sets c. Mechanical Plans - 2 complete sets b. Plumbing Plans - 3 complete sets d. Grading Plans - 3 complete sets f-C 5.I understand that I shall visit tile Public Works Department to verify whether a field inspection of the property is required. 1 understand that prior to the issuance of the Building permit I am required to obtain Public Works Agency approval if my project valuation exceeds $30,000 or has added plumbing fixtures, or added bedrooms, or exceeds 500 sq.ft. AGRFED TO BY APPLICANT OR AGFNT Applicant's Signature f._.:za z-» 6,0,7 Print Name f v 1/1 L;A €/2 v i.Adriresq Br:i MAaNDUA 145- Telephone Number 14 . 98(0. 2€54 Fax FOR OFFICE USE ONLY: "Checklist of items discussed" APPROVALS & FEES REQUIRED: Y/N 1.-hilanning Department 2.25'Public Works Agency 3»: Fire Departmemt 42 Police Department 5j* School District *L Health Department PERMIT TECHNICIAN Form 58: 3-26-04 7tritle 24 (Energy ) E,!1-Title 24 (Disabled Access) Sd#Roof Mounted Equip. 10.-0[.ist of Subcontr. Idg. Pmt. Info. ummary of Appr. Reg. w._ . T Information \2112 14 4+ 12__,S 19 V C 14.PEonstr. Act. Reg. 1 %* Res. Dev. Fees 16.2SMIP 17.2'Microfilming 18.kI'Const. Debris Recyc. 19.k<*CWP Surcharge 20.kf'LOA/Owner-Builder Ver. CIT¥ OF SANTA ANA PLWING & Bll[06 Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org RESIDENTIAL PLAN CHECK COMMENTS t PLAN CHECK NO: PROJECT ADDRESS: PLAN CHECK ENGINEER: R*egir FEB 18 201, 6*5830 10278331 V it 1317 S Magnolia Ave Vo, Tung TEL: 714 FAX: 714 647-589/ 9- „y gr 3 nta Ana TYPE OF CONSTRUCTION: OCCUPANCY CLASSIFICATION(S): PLAN CHECK DATES: 3/14/2013APPLICATION 4/23/2013INITIAL REVIEW 9/10/2013EXPIRATION RECHECKS: 4 :/5- 1 4 S--15-/43. 1 VB R-3, U ------i * IfREMARR5/1¥EGHECK ITEMS: , A'44 -5-19 'B-S ckew: Dic f._ C <0'TrffY.4, _-0JECT APPLICANT CONTACT PERSON: Ignacio Ochoa TEL:67.14@844.-0643) (1 ) 90 LI + 4 i?'23 (714)841-8003FAX: VALUATION: $52,320.00 EMAIL: FLOOD ZONE: X-0602320257J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2010 California Residential Code (CRC); 2010 California Building Code (CBC); CMC = 2010 California Mechanical Code; CPC = 2010 California Plumbing Code; CEC = 2010 California Electrical Code; T = Table; ICC = International Code Council. f 1. All items noted on this plan check report must be addressed. If you feel that an item is not applicable to your project, note "NA" and discuss the reason with the plan checker. 1/ 2. Please indicate the sheet number and detail to the right of each correction, or note the number on the plans where the correction is made. Resubmit marked original, calculations and this correction sheet. A separate sheet for response may be used. ,-0- 3. Resubmit 3 correded sets of plans. 4/ 4. Meetings between the project applicanUdesigner and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment. 4- \ \ Page 2 of 5 gf'The drawings/information submitted for Building Safely Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2010 California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. There may be additional requirements when complete 4 1construction drawings and supporting data is submitted for Building Safety Division review. 44 eu., 1/ 6 5(44(.1 c¥ 004 ju CU,a c.jo 1- r.it}Evt.-U $ ger Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plan check fees. 6 0.- . drawings and supporting documents shall be prepared, stamped, and signed by a California licensed architect or registered professional engineer. (CRC R301.1.3, CBC 107.1 and 1 07.3.4.1).A\\ 4,54,1 0.1 sle,v.f-4 8. All persons preparing plans for others shall sign those plans. Business and Professions Code Chapter 3, Division 3, Section 5536.1 (a). r I w.5 S ,>,-1 9. The applicant shall obtain clearances/approvals for the following, prior to building permit issuance: - Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process. 6 A- - Public Works Agency approval (647-5039). o iu roof of Worker's Compensation Insurance shall be required at the time of permit issuance. Guil\% r - 61; / /1 4 f )w the complete legal description and assessofs parcel number on the plans. 1GAMP,4-- i•)4 Wast-Alv- sk»1 e.7 4\\ Tio.U ':knt<6 Q +Al 4 110 1 vide an Index of drawings on cover sheetAPSL /0 J-0.* ,61'll -1 44Dk 1 '7vide building information on plans:41 /6,2¢AOccupancy type: R3 / UJ/ / - Construction type: Type V-B 44- Ijs 2 Au"- , ic)\4-- Fire sprinklered: Yes / No Fire sprinkler type: (where applicable) Wl / <4 >37 121 Pro Provide a statement on the title sheet of the plans that this project shall comply with following codes: - 2010 California Residential Code (CRC) - 2010 California Building Code (CBC) - 2010 California Electrical Code (CEC)11 5 e- 2010 California Mechanical Code (CMC) - 2010 California Plumbing Code (CPC)b etto-- rcj\<4- 2010 California Green Building Standards Code (CGBS) or CALGreen \ - 2010 California Energy Code (CEnC) - City of Santa Ana Municipal Code Alk / ',7,14f'show the North arrow on the Rlans and centerline of labeled street(s) and alley. ykej f eIX' ilet- flow- 0 41(rt\1 arrour O•41 4, 44'•AP,-5,69- rkdvi- -ovide eave / overhang / projection setback to all property lines. 641% Sk#Gsv-- 4 VW..5Aft'i'M 0-v--1 *5 11 2/ s G KE,-,3 i Q- 4oX-r ¥ -i .0,1 deA 3/5 G 4%4'(A-160 5 t SAEer -0/6 , e,6-* 3€l-2>,gri 9,1 92'4,58-9 '1% c*«FLY . 1142- 3 u&513 CEEP A & f ABJUS-- c,«5-1 .Page 3 of 5 'rovide wall legend to distinaui6PrE@TW@27(rl@*72*FiNg-7ttemo wairlt).w 069,15 t 4,3& 4 5 10° /+69,A. r/€>LE¥. .AA irovide window And door schedule. Callout sizes and types of openings and if new or existing. 5)10/ 6,r ax¥431,4649 SU,r 611 Sk'** i,6 7 flae, 16*- 01Xr/Basements, habitable attics, and every sleeping room in dv!!Ing-unils,my§thaxa.a-window-or' 4&yegj'€f // exterior door for an emergency exit, sill height not mor(1Mih 44_inches.-§*ove the floor, 5.7 square 82/2",9.€ feet of openable area, 24 inches clear opening height,10-fficfiesclear opening width and shall open / directly into a public street, alley, yard, or exit court. Windows at new two bedrooms do not comply. CRC R310.1-R310.1.3)16..lisal ikke\- 115 12,·, c..,0, o-0-- iq, rst.vist r US INke,¢ H Darton monoxide alarms combined with smoke alarms shall comply with both sections R314 and, section R315, all applicable standards, and requirements for listing and approval by the Office of 44 he State Fire Marshal, forsmoke alarms. 464 'Cs met.s 0 e rokE SJA \11 new construction, interior or exterior alterations, repairs, or additions requiring a permit and 1 iaving a valuation in excess of $1,000, or when one or more sleeping rooms are added or created, 1 02- the entire dwelling shall be provided with smoke detectors located as required for a new dwelling. (CRC R314.3) Smoke alarms shall be installed in the following locations: 40 r - In each sleeping room. - Outside each separate sleeping area in the immediate vicinity of the bedrooms.64+ - On each additional story of the dwelling, including basements and habitable attics but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. d 15& 0 4,10 LA' - When more than one smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation of one ,alarm will activate all of the alarms in the individual unit. 9 21. A 11 new construction, Interior or exterior alterations, repairs, or additions requiring a permit and 'h aving a valuation in excess of $1,000„ an approved carbon monoxide alarm shall be installed indwelling units and in sleeping units within which fuel-burning appliances are installed and in 51 4dwelling units that have attached garages shall be provided with carbon monoxide alarms (CRC R315) i 5 - Carbon monoxide alarms shall only be required in the specific dwelling unit or sleeping unit for which the permit was obtained. Carbon monoxide alarms required by Sections R315.1 and R315.2 shall be installed in the following locations: < r.hys=1 1 - Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s). - On every level of a dwelling unit including basements. - Where more than one carbon monoxide alarm is required to be installed within the dwelling unit or within a sleeping unit the alarm shall be interconnected in a manner that activation of one alarm shall activate all of the alarms in the individual unit.4014 © 1 51.6 15 / Exception:e ,(04 4 4> %<,Fi 14*--*AC#6-Pid-<WAL3/Z Fh ce- 14€Kllitz- , 6122 5 426-T 1-, F.64. Wi/ 121-E23%--.1-33C.---9Ett-_,---25.:2,,-«'0' ,Interconnection i,not required in existing dialling units where repairs do not result in the removal/ ¥ wall and ceilin finishes, there is no access by means of attic, basement or crawl space, and no4 >5/ Nep,vious method Vor interconnectior} existed.8„eepo 1344 15 ¥cne.,1.ayfA £40- 2-,024 5¢krant-AU located in the attic provide a mili!10Ium access of 22 x 30 inches, a 24-inch wide Ikway, a 30-inch deep work platform, and electric light outlet adjacent to the fu[nace anditched bythe opening. (CMC 904.11&305) *6 4:KI'- FA<1 1 06 faS'bk, 1*x'Irt-, v.O/ £1 4, L C.AC U sr s¥.ded v- G·r < A' J# ,) 1 5 + 1 %« 0 e.- 0 0. Shower compartments and walls above bathtubs with snower heads installed shall be finished with / a smooth, nonabsorbent surface i height of not less than 72" abovqthe floor. (CRC R307.2)6/4/ $6* 1& 45 m,44 <p , <Sk#- s B 6 G. j ,1 1·s J ¢ l W. 0200•221. For each enclosbd attic space wi maximum vertical height greater than 30 inches, provide aninimum of 22 x 30 inches attic access. (CRC R807.1) S k.4 •15 -*r.(Sh, r •Kic CUW rkwi'·.1 /nk»f <54 i,_ ALL•·Sf S &wle 6 r 24 24, iroom or service room minimum window areas shall not be less than 3 square feet and 50% able or, provide a mechanical ventilation system exhausted to the outside capable of providing 50 cubic feet per minute for intermittent ventilation 25 cubic feet per minute for continuous-A ventilation. (CRC R303.3) s-l,-4\ 115 16'1A c,•AL ': Li, ,/0,- ovide cross ventilation for attic and each enclosed rafter space as specified in CRC Section 306. C.roff Y.»,Ad•A'#v- rt'vill i lk»i\: 56 • %-U¥(<44 0#S ie total net free ventilating area shall not be less than 1/150 or 1/300 when a Class I or Il vapor rrier is installed on the warm-in-winter side of the ceiling. (CRC R806.2)SAD-4 3/5 E X.UNGALd# f iow exterior wall construction assembly. A minimum of one layer of No. 15 asphalt felt, free from les and breaks, complying with ASTM D 226 for Type 1 felt shall be applied over studs of all exterior walls. Specify that two layers of Grade D or 60 minute Grade D paper shall be applied over ni all wood base sheathing. (CRC R703.2) r.. i i :3 lx27.30<Specify a minimum 0.019" (No. 26 galvanized sheet gage) corrosion-resistant or plastic weep/ street located below foundation plate line and 4 inches above grade on all exterior stud walls or 2- inches above paved areas. (CRC R703.6.2.1) 2 446 3/1 HA?F Submit engineering calculations for vertical and lateral loads prepared by a registered Civil Structural4 *XEngineer or Architect. Additional Structural Corrections may apply. St ru i u,-,3 C.e l.il ei i . f'*/ s eb.v.,4-d·- C /Xy[: On the drawings, provide Nailing Schedule in conformance with CRC Table R602.3(1). Llk 1.4 L ?4 4 I e 4 e s k,4 1 5I note on foundation plan: All hold downs must be tied in place prior to foundation inspection., +4* ept·41.4 ·o v 5ka,A· 1/ 5 t:•·„-4 -t-, ur (gi (Wv- ecify size, spacing, IDC number and manufacturer of power driven pins (not permitted on perimeter ings). (2308.6)LAC A.\/1 5e- Dslo-,\ 4/4 cv·.1 96.* 36 54 51\141. A - '13/34 - Provide a minimum of two No. 4 bars at top and at bottom of continuous footing.Rote 9. D·i-LA '/1. G,Al. skix\: 2- 5;Jbi 4-X DAL,A ,/4ipecify that foundation sills shall be pressure-treated or foundation grade Rdwood. (2304.11.2.23 S 64 11 6 , D.,1 4.,\ 111_ 4 07# i 'vu,i 1 ® dir S'.clify. 1* - K ;how location of underfloor access crawl hole (18 x 24 inches). (CRC R408.4)v.. d=5l,-4 1/ s «4- 1=6,0 f 1.1•- law,p- 1-9.&& .C<pr. Cross reference all calculations for joists, beams, shear walls, etc., to frarning/floor plans.644/ Fn**L.) 'YA-64 eN\1 st™* udls (*st- pulkr.Jw.cd. SW a a -25/Bath /7 205 pr 04 / « 04/ ho £ » / .foot It,A 12€49€-9 PIEr» 1 31 ¢|4»J €_t n.0- l'3- -0- 141 La..•-7- %'414»1 5\U 0012 Page 5 of 5 ail the shear transfer connections which tr®ry6er lefteral forces from horizontal diaphragms throughrmediateelements andshea<wallsto-the found®212*1603) D.xJk 31 1,410) 2- ,21, '*\ 4519., .410•*v e.*- <Acbms fAV,All. .-. ail how the interior shear walls are connected to the roof/floor diaphragm(s). (1603) 5 >* 9- OAL, 1 he City has encountered a large nurhber of inspection problems arising from a lack of specific framing Mails. The following listed items are required to be shown on the plans (CBC 107.1):U.,X'l 4444/ '3/5 - All plumbing walls are to be framed with a minimum of 6" studs.+6·F·'.15 kt \ 1 Sk*+ 7/s- Double walls used as plumbing walls are to be a minimum of 8" wide and no "flat" studs permi Staggered studs are acceptable..IHM'mb 1AO+46 I --4-,/ Permissible notching and boring of joists are to be shown on the plans and shall not exceed CBC 4 j ''Section 2308.10.4.2 allowances, t.-- / Oct / tted. 4 - Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40% respectively. Bored \ holes in bearing/nonbearing walls shall not exceed 40%/60% respectively. In no case shall the edge of the bored hole be nearer than 5/8 inch to the edge of the stud. (2308.9.10 and 2308.9.11) - Header and trimmer details for doors and windows are to be shown with full length trimmers, specifying the size of the header and trimmer. (2308.10.4.3) All framed buildings which are required to be designed by an engineer or architect must be signed prior to submission into plan check - All stud bearing walls are required to comply with the minimum requirements for load bearing walls. ,Show location(s) and provide typical construction details. (2308.9) Clearly identify all design assumptions & load criteria on the plans. As a minimum: - Dead Loads of roof/ceiling, floors, exterior/interior walls (R301.2.2.2.1); v' A Z>..4 \ - Live Loads for roof, attics with limited storage, attics without storage, habitable attics and attics G served with fixed stairs, floors, and balconies/decks, and stairs per Tables R301.5 & R301.6; * 2 7 - Wind Loads per Section R301.2.land wind exposures per Section R301.2.1.5; O 3\ 1 1 / -Seismic Loads per Section R301.2.2; 0 0, C - Local Jurisdiction Design Criteria per Table R301.2(1) 37 -Revise electrical plans to show receptacle outlets so that no point along the wall is further than 6fApt from anoutlet. (CEC 210.52(A» Flacv 16•,r- rkqi€31 4% G..,0 1'!03) 7 5"yt- 7-5 ist one outlet to be installed at the front and rear of each dwelling unit. (CEC 210.52(E)) b 6%ph» s L•,1 1 S rtv,SA 4.0 0·vv./9 :dion iswready to pick up at the counter. Please see additional corrections on plan and lation. Additional corrections may follow when revised plan resubmitted. 6 k4- (32 IN 4 5-) p (0 ¥IP ok S+10 Fre>,4 14_ a.444.1, tg-G- gU c./, 4-4 o,Cj<.6-9€E- 5--CA+ 1/5 ch. 1- b,la,\ (il3Ii .Ci,03. At lee / calcu 79 3 4-04 k r Q 5-4 1 fl-knol 73/ AA L -2, C»,/ GL0 pof tu A 2 91--i %33| ikllg4 4 78\ Colf-ED, /8 Cst-R. 51\9-X 1/6 . %JNB/K X-'X not- «5 '64 ALV ) 14 1,77 wall o Cl>w-Y- C.# Ef 2345AA U i », M o. 6, FrK S+Tdia.ho d¢L-£) 44*m- 40-7 4 (13:L 'FA Aw·A 1 e n rhu s k aur n a ----5 kekt i ) F'<60.-- aN 1 00 E>kvx 2-6¥-- TL -3 06 LV.0 A, *1- Dat,\ (© d.\ i SANTCITY 0 ANA PL.ANNING & BLILDIN Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org . 1 RESIDENTIAL PLAN CHECK COMMENTS *,- 20 LE eA- 15 i v i 9.-<10278331 I.PLAN CHECK NO: 4 1317 S Magnolia Ave PEB 1 8 901 PROJECT ADDRESS: 647-5830 b.g PLAN CHECK ENGINEER:Vo, Tung TEL: 714 Id FAX: 714 647 TYPE OF CONSTRUCTION: OCCUPANCY CLASSIFICATION(S): PLAN CHECK DATES: 3/14/2013APPLICATION 4/23/2013INITIAL REVIEW 9/10/2013EXPIRATION RECHECKS:1.4-/51./4 3. VB R-3, U REMARKS/RECHECK ITEMS cLj 'Ch. F 1--44 4719 36.- g.oUCCs··4 €04).LL'Z-dj , PROJECT APPLICANT CONTACT PERSON: Ignacio Ochoa TEL:¢U.44844!·-0641 (1) 90 4 + q i?za FAX:(714)841-8003 VALUATION:$52,320.00 EMAIL: FLOOD ZONE: X-0602320257J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2010 California Residential Code (CRC); 2010 California Building Code (CBC); CMC = 2010 California Mechanical Code; CPC = 2010 California Plumbing Code; CEC = 2010 California Electrical Code; T = Table; ICC = International Code Council. 1. All items noted on this plan check report must be addressed. If you feel that an item is not applicable to your project, note "N/A' and discuss the reason with the plan checker. 1/ 2. Please indicate the sheet number and detail to the right of each correction, or note the number on the plans where the correction is made. Resubmit marked original, calculations and this correction sheet. A separate sheet for response may be used. p- 3. Resubmit 3 corrected sets of plans. £/ 4. Meetings between the projed applicanUdesigner and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment. i-- Page 2 of 5 /gle drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2010 California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. There may be additional requirements when complete .1- 1construction drawings and supporting data is submitted for Building Safety Division review. 44 uu., c i 65<-€.1 ON- WL:* Cu'•1 C-o 1 .- C.ll.j.0 71•803 g65 Please see corrections on submitted plans. Red marked set must be returned with revised plans.Plans resubmitted without the red markup set may result in delayed review time and additional plan check fees. biL . fA\\drawings and supporting documents shall be prepared, stamped, and signed by a California licensed architect or registered professional engineer. (CRC R301.1.3, CBC 107.1 and 1 07.3.4.1). A\\ 4,5,»1. 0•1 SAO/w r-4 8. All persons preparing plans for others shall sign those plans. Business and Professions Code Chapter 3, Division 3 ,Section 5536.1 (a). r I «#5 S {3 1 4 1 9. The applicant shall obtain clearances/approvals for the following, prior to building permit issuance: - Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process. G ic- - Public Works Agency approval (647-5039). e k- *proof of Worker's Compensation Insurance shall be required at the time of permit issuance.C411,1 Show the complete legal description and assessor's parcel number on the plans ,tul AA k r - 6 u i \ 1 f f /0- /(#(As.- 1,)4 62su44 ('w- skre'i e.n e\\ TioM lk,xt s e 1-Ah 1/0101'. Provide an Index of drawings on cover sheet. f,64\14 €k,Ii i£7A.,47,11,t Provide building information on plans: 6Ar'Occupancy type: R3 / U00\ f - Construction type: Type V-B D;r- 1/5 e $<Au"- r lc\<f- Fire sprinklered: Yes / No 1 - Fire sprinkler type: (where applicable) f Provide a statement on the title sheet of the plans that this project shall comply with following codes: t - 2010 California Residential Code (CRC) - 2010 California Building Code (CBC) - 2010 California Electrical Code (CEC) - 2010 California Mechanical Code (CMC) - 2010 California Plumbing Code (CPC) - 2010 California Green Building Standards Code (CGBS) or CALGreen - 2010 California Energy Code (CEnC) - City of Santa Ana Municipal Code li t l,\ 4 24. Show the North arrow on the plans and centerline of labeled street(s) and alley. ykejr f eF)64 FIG·Ar- , 'nor·t\arrour- c»AS <4= 4,1Ao,•50*v- 9\,b.wip_ ovide eave / overhang / projection setback to all property lines. ¥ -* LAA-\ cik,A 3/5 C klkv=uilte 5 09\ t »x/ Page 3 of 5 Drovide wall legend to distinguish between.new / eaisting / demo walls. l-200)·0 1 f"'¥,id t 4604\ |5 1¥G w.- r '5'k¥.Provide window dnd door schedule. Callout size* and types of openings and if new or existingd2'4 %1 33£3 tbja'G 166'r 67/ Sk.2/ lig; 7 .4-10·31 11 w- ,Basements, habitable attics, and every sleeping room,in. d\S!!Ifig=unilimyM-ha=a-window-62'.f10&EfFMS> exterior door for an emergency exit, sill height not moMEWn-44k!£1122iove the floor, 5.7 square-Be.&-2 feet of openable area, 24 inches clear opening height, 10lfiEFies-clear opening width and shall open directly into a public street, alley, yard, or exit court. Windows at new two bedrooms do not comply. CRC F1310.1-R310.1.3) :i'lo Y,9 9 1 glu k- 5 -'*·' Ca„·#. f' b'v'<D- i' 3 ra.Vift r c . Carbon monoxide alarms combined with smoke alarms shall comply with both sections R314 and section R315, all applicable standards, and requirements for listing and approval by the Office fthe State Fire Marshal, forsmoke alarrns. 4613 15 1Act·k < 1 r'bk\- 944 + . All new construction, interior or exterior alterations, repairs, or additions requiring a permit and having a valuation in excess of $1,000, or when one or more sleeping rooms are added or created, the entire dwelling shall be provided with smoke detectors located as required for a new dwelling. (CRC R314.3) Smoke alarms shall be installed in the following locations: - In each sleeping room. U.,fl, - Outside each separate sleeping area in the immediate vicinity of the bedrooms./<;k - On each additional story of the dwelling, including basements and habitable attics but not r including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower klevel is less than one full story below the upper level. - When more than one smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual unit. . All new construction, Interior or exterior alterations, repairs, or additions requiring a permit and -1 having a valuation in excess of $1,000„ an approved carbon monoxide alarm shall be installed in dwelling units and in sleeping units within which fuel-burning appliances are installed and in dwelling units that have attached garages shall be provided with carbon monoxide alarms (CRC R315) - Carbon monoxide alarms shall only be required in the specific dwelling unit or sleeping unit for which the permit was obtained. Carbon monoxide alarms required by Sections R315.1 and R315.2 shall be installed in the following locations: - Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s). ( r»v 53 1 t'-1:1r I O.V- - On every level of a dwelling unit including basements. - Where more than one carbon monoxide alarm is required to be installed within the dwelling unit or within a sleeping unit the alarm shall be interconnected in a manner that activation of one alarm shall activate all of the alarms in the individual unit., Slk .JV 1/ S . Exception: ) WN?b U1 52/I Jh 11 ..5/ \2/y €/1 >64 Page 4 of 5 Interconnection is not required in existing dwelling units where repairs do not result in the removal of wall and ceiling finishes, there is no access by means of attic, basement or crawl space, and no \Jpmvious method for interconnectior) existed.-SA,#4- 50,0GO rEAL- 14- MT-·£00*i0k__044-24(9 24__ 7Vor an rAU located in thelittic #rovide-a mimt#um access of 22 x 30 inch-es, a 24-inch wideLX CIi=>''Walkway, a 30-inch deep work platform, and electric light outlet adjacent to the furnace andswitched bythe opening. (CMC 904.11&305) tk> 44-\I- FA,6 1,6 fast,k , T=€(rt, #9/614'L- oce, sc Sk&·0·& V'- 61- <A,J.4 45 flws, ?1(- · 305. Shower compartments and walls above bathtubs with shower heads installed shall be finished with / a smooth, nonabsorbent surface i height of not less than 72" abov the floor. (CRC R307.2)-)4=56•A '/5 /'114 £ < .f (54 s I 1> c.,A j :41 41 4 1,, U..,-A J r*/ 4. ror each enclosbd attic space wi maximum vertical height greater than 30 inches, provide aninimum of 22 x 30 inches attic access. (CRC R807.1) 5 k,.4 1/ 5 -•,c Sh, r 4 K, c tk CUSI r La.d-* u•Ki /n;Gld a.#IL «LObf Skern ,v- 9#24 Ithroom or service room minimum window areas shall not be less than 3 square feet and 50% enable or, provide a mechanical ventilation system exhausted to the outside capable of providing 50 cubic feet per minute for intermittent ventilation 25 cubic feet per minute for continuous-1 ventilation. (CRC R303.3) sl.A '15 Fal·.4, c,-1 ..Lf, ,/o,v- ovide cross ventilation for attic and each enclosed rafter space as specified in CRC Section 306. C.,051 9-,r.#,# G. i#r grov,bl , sk»x\: 5/16 9 +2f YtA< ih·/4 he total net free ventilating area shall not be less than 1/150 or 1/300 when a Class I or Il vapor arrier is installed on the warm-in-winter side of the ceiling. (CRC R806.2) Sio -A- 3/5 2 -1\>..4 A¥(OAr how exterior wall construction assembly. A minimum of one layer of No. 15 asphalt felt, free from oles and breaks, complying with ASTM D 226 for Type 1 felt shall be applied over studs of all exterior walls. Specify that two layers of Grade D or 60 minute Grade D paper shall be applied over ul all wood base sheathing. (CRC R703.2) r. i i -1/«*G t' , /. 35(Specify a minimum 0.019" (No. 26 galvanized sheet gage) corrosion-resistant or plastic weep screed located below foundation plate line and 4 inches above grade on all exterior stud walls or 2- . inches above paved areas. (CRC R703.6.2.1) £, 2 4\ 3/1 1 25. Submit engineering calculations for vertical and lateral loads prepared by a registered Civil StructuralAX,1/>JE'Z'cr¢TTect· Additional Structural Corrections may apply. st ruile,-,3 ce 1,4114\:t (,4·6/' 34.On the drawings, provide Nailing Schedule in conformance with CRC Table R602.3(1)./ . 1 Lb k L L f 106 :4 ( d -1. j ,Sk,/8 115 I note on foundation plan: All hold downs must be tied in place prior to foundation inspectioni·\4- <BY<66 '0 2 gks.>A; 1/ 9 f.4.4 ..4-,Ur l'I(»- :cify size, spacing, ICC number and manufacturer of power driven pins (not permitted on perimeter -ings).(2308.6) 4 UN . 47\4 /21 Dil 0-A 4 /4 cv.1 51,64 3/9 50; s Lixk'-•, 4, '4. Provide a minimum of two No. 4 bars at top and at bottom of continuous footing..1 0 + Q- 9 ,D.AA,A '/-2- e,Al. Sk.xr Z.- S,J,W <-)< 7 Dja.(G"\ 1/4 ;pecify that foundation sills shall be pressure-treated or foundalion grade Redwc z j. (2304.11.2.23 510*\ 'l| 6 , DAL,4 ' L e«. i /M. 4 1 @ 4 9-Cline 1% - 1< ;how location of underfloor access crawl fiole (18 x 24 inches). (CRC R408.4) v.' ,LA,0-0'5L,-ki 6 cit ·r{Ge,/1 f' 6* 11.-u F,- Le.j·b · C,0*r Cross reference all calculations for joists, beams, shear walls, etc., to framing/floor plans. -··ve44*.2 .YK »414 0,4 1 1-4, ueA-il.; Oke, 6-F- r'*«AN.cd.<kf 3 I a f 20. Pr 4/\*/ip€ 6 3. L .fool OIOII -6 ffy- s ]43 -tr- n_02/ l'3-tr- _161 4 0 - 25¢te,jiff 72'52 5-FiA* ·Page 5 of 5 ··* ./<i;Detail the shear transfer connections which tran;dferiateral forces from horizontal diaphragms throughc Lijintermic eemesnshe atoheAdfEt73) D-Xc,.,4 3/2- 1 42, 6,/ 2- , 2/ 2, S 4 )etail how the interior shear walls are connected to the roof/floor diaphragm(s). (1603) "46>*he City has encountered a large nurhber of inspedion problems arising from a lack of specific framingt(R details. The following listed items are required to be shown on the plans (CBC 107.1):L\/I «¥3/5 - All plumbing walls are to be framed with a minimum of 6" studs. €2 '. /9 11+ - Double walls used as plumbing walls are to be a minimum of 8" wide and no "flat" studs permi 4 1 Sk"t .ZA Staggered studs are acceptable. 'Floi# . e fr64" 5 / Permissible nothing and boring of joists are to be shown on the plans and shall not exceed CBC Section 2308.10.4.2 allowances. tted. 4 - Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40% respectively. Bored \ holes in bearing/nonbearing walls shall not exceed 40%/60% respectively. In no case shall the edge of the bored hole be nearer than 5/8 inch to the edge of the stud. (2308.9.10 and 2308.9.11) 1 Header and trimmer details for doors and windows are to be shown with full length trimmers, specifying the size of the header and trimmer. (2308.10.4.3) All framed buildings which are required to be designed by an engineer or architect must be signed1 - prior to submission into plan check\A / - All stud bearing walls are required to comply with the minimum requirements for load bearing walls. 0\L,Show location(s) and provide typical construction details. (2308.9) 1/ i <7 yn Clearly identify all design assumptions & load criteria on the plans. As a minimum: - Dead Loads of roof/ceiling, floors, exterior/interior walls (R301.2.2.2.1); Z>-,4 \ - Live Loads for roof, attics with limited storage, attics without storage, habitable attics and attics A ) served with fixed stairs, floors, and balconies/decks, and stairs per Tables R301.5 & R301.6; i € 1- Wind Loads per Section R301.2.land wind exposures per Section R301.2.1.5; v\ 3/ - Seismic Loads per Section R301.2.2; - Local Jurisdiction Design Criteria per Table R301.2(1) 44*z. Revise electrical plans to show receptacle outlets so that no point along the wall is further than 6fppt from an outlet. (CEC 210.52(A)) .fled, 06"- r tyl,1 1 4% G lv' f!.) 1 56, y 730 ist one outlet to be installed at the front and rear of each dwelling unit. (CEC 210.52(E)) 0 6/Y' 8* Sk,At 'fs rcups).j -4.a c. ·rn/(33ction is ready to pick up at the counter. Please see additional corrections on plan and lation. Additional corrections may follow when revised plan resubmitted. 6 k ,4-(Clq- ___ - 553--provy ok strqf Fr-/ 14 a.2,4£2, t-1-6.- gU c.j, 4-4 o,Oly c:24 J# f l_-2- <64.- - f€J vno- -19, /1. At le£ calcu L 11 S,3 3 i M 462,4 6894.frz*-a.1--4 ck=.i - t-42, - Fapr--427--14«Est- Frovi /04 334922.-036--Glt -23--572-7/544214 -1-1.21=:=4.._ .n I.*-9-,TMEzatfIGU 00 195 FEE CHECKLIST WORKSHEET Received by: -- SAPIN #:10 2-1 933 c 4 0 FEE TYPE REQUIRED Yes Plan Check Fee Disability Fee SMIP Fee Res. Dev. Fee Fire Facility Fee School Distr. Fee Microfilm FCWP Surcharge CALCULATION AREA COST/SQ FT X TOTAL SQ FT =VALUATION O-42=--109 X « 4) 5-1 9 Counter computations/valuation $54-323 Plan checker computation/final valuation $ F05 1-10-03 Prescriptive Certificate of Compliance: Residential Additions CIr-1R ADD (Page 1 of 5) Site Address· • i Enforcement Agency:131-1 t-4 A646 L lA General Information Project Name Climate Zone # #of Storiesc-ed'E APOI-Elt,4 Building Type'ingle Family O Multi Family Circle the Front Orientation: N, E, S Degrees c (210 9 ' Conditioned Floor Area of Addition New Addition Size: O Less than or equal to 100 f13,Less than or equal to 1000 ff (CFA):480 (Do not use this form for additions greater than 1000.0 ) NOTE : For Alterations to an existing home, submit a completed CF- 1 R-ALT Form. Exception: Existing HVAC systems that are replaced or altered to serve the addition may be included on tile CF-1 R -ADD Form- PRESCRIPTIVE ENVELOPE REQUIREMENTS FOR ADDITIONS For standard wood and assemblies meeting the Cavity R-value only. Dat4! • For 100# additions, the Proposed values must be equal or greater than the Standard column or when indicated when using Package D, "Pkg D". Enter values in the shaded Proposed Columns. • For less than 1,000 ft? additions must comply with "Pkg D" requirements unless indicated in the Standard Column. To meet "Pkg D" minimum energy compliance requirements, see RCM Appendix B, Table 151-C or §152(b) in the RCM, Enter vales-m-TME-TR&3231*Imposed Columns. Size of Addition 100 ffor less CLess than-10!1(10./&2) Component Standard Proposed Comment Standard Proposed Comment Ceiling Insulation R-19 : Minimum Pkg D 9.- 3 6 Table 151-C Wall Insulation R-13 Minimum R-13 2- 11 Minimum Floor Insulation R-13 ...00# Minimum Pkg D .4 /A Table ]51-C U- U- U- U. ·Enter Values From factor SHGC factor SHGC factor SHGC factor SHGC "FenestrationFenestration 0.40 Pkg D Enter Values 0.40 Pkg D 0,4 0,4 Page 2 of 5 Proposed Areas" From "Fenestration Addition Alone' €y,fti Enter Values From Maximum Glazing 50 N > 2 Proposed "Addition Allowed Area -Areas"For West-Facing 1. ' e Fenestration Areas"Page 2 of 5 Orientation*page 3 of 5 Radiant Barrier N/A Pkg D Table 151-C Roofing N/A See Roofing Products Below Pkg D See Roofing Products Below OPAQUE SURFACE DETAILS For the furred portioned of Mass Walls see Furring Strips Construction Table below. AB CDEFGHIJ See NoteProposed Standard Values From JA4 Table Framing Thickness,Framed Continuous JA4 Proposed Tag/Assembly Name Material Spacing,U- JA4 Table Cavity Insulation Assembly Assembly ID' or Typez and size or Other'factor4 Number'R-value6 R-Valuel Cell Value'U-factor R ECEIVE D Note: Forfurred assemblies, accounting for Continuous Insulation R-MAR:01 77813 and Equation 4-1. For calculatingfurred walls use the Mass and Furring Cons{ruction table below. Chlj wt Sat ..... r,Ila Registration Number: 2008 Residential Compliance Forms Registration Date/Time:HERS Provider: March 2010 Prescriptive Certificate of Compliance: Residential Additions Site Address:£15 11 &4464 6/\ A , Enforcement Agency: CF-IR ADD (Page 2 of 5) Date: • 1 '*1,3 1. For Tag/lD indicate the identification name that matches the buildingplans. 2. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors, Slabs, Crawl Space, Doors and etc...Indicate in column G the Frame material and Size: For Wood, Metal, Metal Buildings, Mass, enter 24 24 or etc. see JA4 for other possible frame type assemblies. 3. Enter the thickness for mass in inches or Spacing betweenframing members enter; 16"or 24"OC, or Other for all other assembly description such as Concrete Sandwich Panel, Spandrel Panel, Logs, Straw Bale Panel, and etc. 4. Based on the Climate Zone, enter the equivalent U-factorfound in JA4 Table based on the R-Value from Table 151-C 5. Enter the Table number that closely resembles the proposed assembly. 6. Enter the R-value thatis beinginstalled in thewallcavity or between theframing; otherwise, enter "0" 7. Enter the Continuous Insulation R-value for the proposed assembly; otherwise, enter 8. Enter the row and column of the U-factor value based on Column F Table Number and enter the Assembly U-factor in Column J, 9. The Proposed Assembly U-factor, Column J, must be equal to or less than the Standard U-factor in Column E to comply. FURRING STRIPS CONSTRUCTION TABLE FOR MASS WALLS ONLY A B C D E|F GHIJKL M Proposed Properties ofMasonry and Concrete Added Interior or Exterior Insulation Walls From Reference in Furring Space from Reference Joint Appendix Table 4.3.5,4.3.6,4.3.7 Joint Appendix Table 4.3.13 3 Assembly 1 =0 Mass Nameor JA4 Table 4 -3 Thickness'Typez Number'6> £ %5 € CS b E 5 2 U. : fi f 202 5> Final Assembly U-factor.7 Comment 1. Indicate the Mass Thickness from Reference Joint Appendix JA, 2. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors, Slabs, Crawl Space, Doors and etc...Indicate the Frame type and Size: For Wood, Metal, Metal Buildings, Mass, enter 2x4,24 or etc... see JA4 for other possible frame type assemblies. 3. Enter the Table number that closely resembles the proposed assembly. 4. Enter the row and column of the U-factor value. 5. Enter the Effective R-value listed in the JA4 Table Number. 6. The Final Assembly is calculated by using Equation 4- 1 or Equation 4-4 ofthe Reference Joint Appendix JA4. Enter the value in Column L. 7. insert the Final Assembly U-factor value back on to the Opaque Surface Details table in Column J. FENESTRATION PROPOSED AREAS Orientation Fenestration Type and Frame (North, East,ProposedArea' Maximum Maximum NFRC or (Window, Glass Door or Skylight)South, West) (RD U-factoP' 3 SHGC2,3,4 Default Values5 w I Aptuj 4 2 4 AFfel GLAS. C 0062 A 3 76 Aplt L 4 l AO a U.1 e.C 2-Am e c \,4 \ Ap oub ¢ -1 6 AF n_c Total 97 1. Fenestration area is the area oftotal glazed product (i.e. glass plusframe). Exception: Whena door is less than 50% glass, thefenestration area may be the glass area plus a "2 inch frame" around the glass. 2. Enter valuefrom Component Package D Requirements in Table 151-C. 3. Actualfenestration products installed and as indicated in CF-6R-ENV Form shall be equivalent to or have a lower U-factor and/or a lower SHGC value than that specified on the Fenestration Proposed Area table above, 4. Submit a completed WS-3R Form if a reduced SHGC is calculated with exterior shading. 5. If applicableat this stage enter "NFRC"for NFRC Certified windows or CEC "Default" values found in Table ] 16-A or B. Registration Number: 2008 Residential Compliance Forms Registration Date/Time:HERS Provider: March 2010 Prescriptive Certificate of Compliance: Residential Additions Site Address:13,1 MAGAdlt A CF-1R ADD (Page 3 of 5) Enforcement Agency:Date ADDITION ALLOWED FENESTRATION AREAS f2 FA B C D E CFA of Area Maximum ,Allowed %Allowed Area Proposed Area'Addition Removed2 Allowed Area (Table Above)itz of CFA (Ax B) ft2 (C + D) Total Fenestration Area3 4% b 020 9; /1./0 A z 97 West Fenestration Area'' 4 (Required In CZ's 2, 4&7 -15)th b 005 2 1 -e 2 j. West Fenestration Area includes west-sloping sicylights and any skylights with a pitch less than 1 : 12. 2. Glass removed to make wayfor the addition. 3. For additions less than ],000# the standards allows glazing removed during the remodet to be added to the glazing area allowance. The maximum allowed glazing area for the addition is the CFA x 20% + glass removed to make way for the addition. 4. In climate zones 2,4,7-15, no more than 5% ofthe CFA is allowed for west-facing glazingplus west-facing glass area removed to make way for theaddition. The maximum allowed west-facing glazing area is the CFA x 5% + west-facing glass removed to make wayfor theaddition. 5. To meet compliance, the Proposed Area must be less than or equal to the Total Allowed Areafor BOTH the Total and West Fenestration Areas. ROOFING PRODUCTS (COOL ROOFS)§151012 Check applicable box below if the roof addition is exempt from the roofing product "Cool Roof' requirements. Note: If any one of the boxes are checked below, the Aged Solar Reflectance and Thermal Emittance requirementsfor roojing products in §118(i) are not applicable. Do not fill table below. ¤ Roofing compliance Ngl Required in Climate Zones 1-12,14, and 16 with a Low-Sloped. Less or 2:12 pitch. 4pofing compliance Not Required in Climate Zones 1 through 9 and 16 with a Steep-Sloped. Roofs pitch greater than 2:12 and product weightless than 5lb/ff. ¤ Roofing area covered by building integrated; photovoltaic panels and solar thermal panels are exempt from the above Cool Roof criteria ¤ Roof constructions that have thermal mass over the roofmembrane with at least 25 lb/ff is exempt from the above Cool Roof criteria. Note: If no CRRC-1 label is available, this compliance method cannot be used, use the Performance Approach to show compliance, otherwise, check the applicable box below if Exempt from the Roofing Products "Cool Roof' Requirement: Roo f Slope Product Weight Product Aged Solar Thennal CRRC Product ID Number 5 2:12 >2:12 <5lb/ft? 2 5lb/f22 Typei Reftectance3,4 Emittance SRI5 0 0 0 0 04 0 0 0 0 04 0 0 [=1 0 04 0 [1 0 0 04 0000 04 0 0 0 04 1. The CRRC Product ID Number can be obtainedfrom the Cool Roof Rating Council 's Rated Product Directory at www.coolroofs.ore/products/search.php. 2. Indicate the type ofproduct is being usedfor the rooftop, i.e. single-pty roof, asphalt roof, metal roof, etc. 3 ifthe Aged Reflectance is not available in the Cool Roof Rating Council 's Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation (0.2+0.7(pinmat- O.2) to obtainacalculated aged value. Where pis the Initial Solar Reflectance. 4. Check box ifthe Aged Reflectance is a calculated value using the equation above, 5. Calculate the SRI value by using the SRI- Worksheet at httl)://www.enerev.ca.Hov/title24/ and enter the resulting value in the SRI Column above and attach acopy of the SRI- Worksheet to the CF- 1 R To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §118(i)4. Select the applicable coating: O Aluminum-Pigmented Asphalt RoofCoating O Cement-Based Roof Coating O Other Registration Number: 2008 Residential Compliance Forms Registration Date/Time:HERS Provider: March 20 10 Prescriptive Certificate of Compliance: Residential Additions Site Address: (3 11 +KAGALIA CF-1R ADD (Page 4 of 5) Enforcement Agency:Date HVAC SYSTEMS - HEATING Duet or Configuration Minimum Distribution Piping (Central, Split,Heating Equipment Efficiency Type and Insulation Thermostat Space, Package or Type and Capacity'' 2.3 (AFUE or HSPF)Location#R-Value Type Hydronic) 41 ALL *rft 1 5 % 4 4 LL 4 / SET-4\4Zot .1. U S Ad€- 1. indicate Heating Type (Central Furnace, Wall Furnace, Heat pump, Boiler, Electric Resistance, etc.) 2. Electric resistance heating is allowed only in Component Package C, or except where electric heating is supplemental (i,e., if total capacity £ 2 KW or 7,000 Btu/hrelectric heating is controlled by a time-limiting device not exceeding 30 minutes). See §151(b)3 exception. 3. Refer to the HERS Verijicationsection on Pages 3 and 4 of the CF-IR-ADD Formforadditional requirements andcheckapplicable boxes. 4. Indicate Type or Location (Ducts, Hydronic in Floor, Radiators, etc.) HVAC SYSTEMS - COOLING Configuration Cooling Equipment Minimum Distribution Duet or Piping (Central, Split, Type and Capacity'·2 Efficiency Type and Insulation Thermostat Space, Package or (SEER/EER or COP)Location'R-Value Type Hydronic) 1. Indicate Cooling Type (A/C, Heat pump, Evap. Cooling, etc) 2. Refer to the HERS Verification section on Pages 3 and 4 of the CF- 1 R-ADD Form for additional requirements and check applicable boxes. 3.Indicate Type or Location (Ducts, Hydronic in Floor, Radiators, etc.) WATER HEATING List water heaters and boilers for both domestic hot water (DHW) heaters and hydronic space heating. Individual dwelling DHW heaters must be storage gasor propanefired, non-recirculating, and may not exceed 50 gallons. U no natural gasis connected to the building, anelectric storage DHW heater less than 50 gallons with an energy factor greater than 0.90 may be used. Hot water pipe insulationfrom the DHW heater to the kitchen(s) and on all underground hot water pipes is required in all component packages in all climate zones. External Tank Water Heater Type/Fuel Distribution Type Number In Tank Energy Factor or Insulation Type'(Standard, Recirculatingy System Capacity (gal)Thermal Efficiency R-Value 649 1 15 6.6-1 2- C '5 S-r«2*%,rL S -ED 1. Indicate Type (Storage Gas, Heat Pump, instantaneous, etc.) 2. Recirculatingsystems serving multipledwelling units shallmeet therecirculation requirements of §150(n). The Prescriptiverequirements do not allow the installation of a recirculating water heating systemfor single dwelling units. 3. The water heating tankand pipes shall be insulated to meet the requirements of §1500) SPECIAL FEATURES The enforcement agency should pay special attention to the Special Features specified in this checklist below. These items may require written justification and documentation and special verification. Applicable special features shall be marked with a YES and be specified within the plans. Radiant Barrier (Roof) YES O NO Required in Climate Zones 2,4, and 8-15 for additions larger than 100 ff. Slab Edge (Perimeter) Insulation O YES | *O In Climate Zone 16 under Component Package D, R-7 insulation is required, Heated Slab Insulation O YES 90 Slab edge insulation required for heated slabs in all Climate Zones. See details in Table 118-A of the standards. Raised Slab insulation O YES ,j In Climate Zones 1, 2,11,13,14 & 16 R-8 insulation is required, and in Climate Zones 12 & 15 R-4 insulation is requiredunder Component Package D. Thermal Mass - To obtain Compliance Credit for the installation of thermal mass, use the Perfonnance Approach. Registration Number: 2008 Residential Compliance Forms Registration Date/Time:HERS Provider: March 2010 Prescriptive Certificate of Compliance: Residential Additions Site Address· , e1% 11 r-Ak, rkL, pr CF-1R ADD (Page 5 of 5) Enforcement Agency:Da- l /8 !8 HERS VERIFICATION SUMMARY - The enforcement agency should pay special attention to the HERS Measures specified in this checklist below. A completed and signed CF-4R Form for all the measures specified shall be submitted to the building inspector before final inspection. Duet Scaling & testing HERS verijication is required for this measure. ¤ YES J) In all Climate Zones, if a new space-conditioning system (HVAC equipment and ducting) is installed to serve the additionalone, the ducts are to be sealed and tested per §151(010. In Climate Zones 2 and 9-16, i f more than 40 linear feet of new or replacement ducts are installed in unconditioned O YES [0 space to serve the addition, the ducts are to be sealed and tested per §152(b)1 D. D EXCEPTION: Existing duet systems that are extended, which are constructed, insulated or sealed with asbestos. In Climate Zones 2 and 9-16, ifthe existing HVAC equipment is replaced (including replacement of the air handler, outdoor condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger) and will serve the addition, the ducts are to be sealed and tested per § 1 52(b) 1 E. O YES *NO O EXCEPTION: Duet systems that are documented to have been previously sealed confirmed through HERSverification in accordance with procedures in the Reference Residential Appendix RA3. O EXCEPTION: Duct systems with less than 40 linear feet in unconditioned space. O EXCEPTION: Existing duet systems constructed, insulated or sealed with asbestos. Refrigerant Charge - Split System HERS verification is requiredfor this measure. O YES a NO In Climate Zones 2 and 8-15, if a newly ducted split A/C or heat pump is installed to serve the addition alone, a refrigerantcharge measurement shall be verified per §151(07A. In Climate Zones 2 and 8-15, i f the existing HVAC equipment is replaced (including replacement of the air handler, outdoor ¤ YES BNO condensing unit of a split system, cooling or heating coil, or the furnace heal exchanger) and will serve the addition, a refrigerant charge measurement shall be verified per §1 52(b) 1 F. Central Fan Integrated Ventilation System - Airflow and Fan Watt Draw - do not apply for additions 1,000 ft or less. Ducted Split Systems - Air Conditioners and Heat Pumps: Airflow and Fan Watt Draw HERS verification is required. In Climate Zones 10 through 15, if a new space-conditioning system (HVAC equipment and ducting) is installed to serve theO YES [)10 addition alone, the airflow and fan watt draw shall be verified per §151(f)7B. 0,TO In Climate Zones 10 through 15, if the existing space-conditioning system (HVAC equipment and ducting) is replaced and¤ YES wIll serve the addition, the airflow and fan watt draw shall be verified per §152(b)1F. Documentation Author's Declaration Statement • I certify that this Certificate of Compliance documentation i Lte and complete. Name: ,60.00 6-6046A L-- Signatur Company : .OC+VSK DES (64 5 Ad*rf l /4 4450 fl-22 On.(Certification #): lCEA or ¤ CEPE Cit14341(44'Ar·l te,c*, cA 91(¥* 09 904-4#zi Responsible Building Designer's Declaration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. • I certi fy that the energy features and performance specifications for the building design identified on this Certificate of Compliance con form to the requirements of Title 24, Parts 1 and 6 of the California Code of Regulations. • The building design features identified on this Certificate of Compliance are consistent with the information provided to document this building design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Name:Signature: .tal -ail Date· / If Appliable [ Company:Date: Address:License: City/State/Zip:Phone: For assistance or questions regarding the Energy Standards, contact the Energy Hotline at: 1-800-772-3300. Registration Number: 2008 Residential Compliance Forms Registration Date/Time:HERS Provider: March 20]0 Mandatory Measures Summary Residential , . Site Address:le,11 MAG AN-l A Enforcement Agency: MF-1R (Page 1 of 3) Date: ,11'611 1 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless ofthe compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1 R, CF-1 R-ADD, or CF-I R-ALT Form) shall supersede the items marked with an asterisk e) below. This Mandatory Measures Summary shall be incorporated into the permit documents and the applicablefeatures shall be considered by all parties as minimum component performance specijications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF- 1 R Form with plans. DESCRIPTION Building Envelope Measures: §116(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage, §116(a)4: Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the requirements of §10-111(a) §117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. §118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF- 1 R Form. *§150(a): Minimum R-19 insulation in wood-frame ceiling or equivalent U-factor. §150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. *§150(c): Minimum R-13 insulation in wood-frame wall or equivalent U-factor. *§150(d): Minimum R-13 insulation in raised wood-frame floor or equivalent U-factor. §150(ft Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF-IR Form. §150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 penn/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150(e)lA: Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: 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 a readily accessible, operable, and tight-fitting damper and or a combustion-air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(05: Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. §150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. §150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c) §1500)1 A : Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R- 12 or greater. §1500)]B: Unfired storage tanks, such as storage tanks or backup tanks for solar water-heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. §1500)2: First 5 feet of hotand cold water pipes closest to water heater tank, non-recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems > 15 psi, meets the requirements of Standards Table 123-A. §1500)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 2008 Residential Compliance Forms August 2009 Mandatory Measures Summary Residential . . Site Address: (6(1 MAG 40(-la-Enforcement Agency: MF-1R (Page 2 of 3) Date: . '1/6 //3 §1500)4: Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. Ducts and Fans Measures: §150(m)1: All air-distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC 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 sealed with mastic, tape or other duet-closure system that meets the applicable requirements ofUL 181, UL 181 A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duet 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. §150(m)2D: Joints and seams of duet systems and their components shall not be sealed with cloth back rubber adhesive duet tapes unless such tape is used in combination with mastic and draw bands. §150(m)7: Exhaust fan systems have back draft or automatic dampers. §150(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 degradation of the material. §150(m)10: Flexible ducts cannot have porous inner cores. §150(0): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings. Window operation is not a permissible method ofproviding the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-offswitch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a pilot light. §114(b)1 : 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 solar heating §114(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §114(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 during off-peak electric demand periods. §150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p). Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire as specified by §150(k)2. §150(k)3: The wattage of permanently installed luminaires shall be determined as specified by §130(d). §150(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 150-C and shall not contain a line-voltage socket or line-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(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). §150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ff or 100 watts for dwelling units larger than 2,500 ff may be exempt from the 50% 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 multi-scene programmable control 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 occupant sensor. §150(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. §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. 2008 Residential Compliance Forms August 2009 Mandatory Measures Summary Residential . . Site Address:(2>ll M AG•45Lt R MF-1R (Page 3 of 3) Enforcement Agency:Dat,# 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 occupant sensor. §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. 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 square feet located on a residential site is not required to comply with §150(k)11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §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 ofthe following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; 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 Exception 1 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. §150(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 power 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 130,131,134, and 146 §150(k)16: Permanently installed lighting in the enclosed, non-dwelling spaces of low-rise 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 §119. 2008 Residential Compliance Forms August 2009 Appendix B - 4BStandards Tables 151-B, 151-C and 151-D Page 5 Below-grade walls Floors Slab floor perimeter Raised floors Concrete raised floors Radiant Barrier Roofing Low- Aged Solar Products sloped Reflectance Thermal Emittance Steep Aged Solar Sloped Reflectance (less Thermal than 5 Emittancelb/ft,) r STANDARDS TABLE 151-C COMPONENT PACKAGE D Climate Zone 1 2 3 4 5 6 8 9} 10 11 12 13 14 15 16 Insulation i Ceilinqs R38 R30 R30 R30 R30 R30 A* R30 R3§ R30 R38 R38 R38 R38 R38 R38minimumsWalls Wood-frame R21 R13 R13 R13 R13 R13 13 R13 Rl R13 R19 R19 R19 R21 R21 R21walls y mass R4.76 R2.44 R2.44 R2.44 R2.44 R2.44 44 R2.44 122.< R2.44 R4.76 R4.76 R4.76 R4.76 R4.76 R4,76 Light mass NA NA NA NA NA NA IA NA N< NA NA NA NA NA NA NAwalls RO RO RO RO RO RO /RO RO R RO RO RO RO RO RO R13 L NR NR NR NR NR NR IR NR N NR NR NR NR NR NR R7 R19 R19 R19 R19 R19 R19 19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R8 R8 RO Ro RO RO 00 Ro 14 RO R8 R4 R8 R8 R4 R8 NR REQ NR REQ NR NR )R REQ RE REQ REQ REQ REQ REQ REQ NR NR NR NR NR NR NR 12 NR N< NR NR NR 0.55 NR 0.55 NR NR NR NR NR NR NR IR NR N NR NR NR O.75 NR 0.75 NR NR NR NR NR NR NR R NR N< 0.20 0.20 0.20 0.20 0.20 0.20 NR NR NR NR NR NR NR )612 NR 1 0.75 0.75 0.75 0.75 0.75 0.75 NR Steep Aged Solar 0.15 0.15 0.15 0.15 0.15 0.15 .15 0.15 0,(| 0,15 0.15 0.15 0,15 0,15 0.15 0,15Sloped Reflectance (5 lb/ft,Thermal or more)Emittance 0.75 0.75 0.75 0.75 0.75 0.75 .75 0.75 0.7,1 0.75 0.75 0.75 0.75 0.75 0.75 0.75 Fenestration Maximum U-factor 0.40 0.40 0.40 0.40 0.40 0.40 40 0,40 0., 0.40 0.40 0.40 0.40 0,40 0,40 0.40 Maximum Solar Heat Gain Coefficient (SHGC)3 Maximum Total Area Maximum West Facing Area THERMAL MASS4 NR O.40 NR 0.40 0.40 0.40 40 0.40 0. 0.40 0.40 0.40 0.40 0.40 0.35 NR 20% 20% 20% 20% 20% 20% 0% 20% 2 20% 20% 20% 20% 20% 20% 20% NR 5%NR 5%NR NR,% 5% 59 5%5% 5% 5% 5%5% NR NR NR NR NR NR NR IR NR N< NR NR NR NR NR NR NR SPACE-5 le Electric-resistant HEATING ·allowed No NO No No No No 510 No N< No No No No No No No If gas, AFUE = MI N MIN MIN MIN MIN MIN 1 MIN M MIN MIN MIN MIN MIN MIN MIN If heat pump' MIN MIN MIN MIN MIN MIN IN MIN IVI MIN MIN MIN MIN MIN MIN MINHSPF'= SPACE- COOLING Central Forced Air Handlers SEER =MIN If split system, Refrigerant charge NR measurement or charge indicator display Cooling Airflow NR and Walt Draw Central Fan Integrated Ventilation REQ System Watt Draw MIN MIN MIN MIN MIN IN MIN IVI MIN MIN MIN MIN MIN MIN MIN REQ NR NR NR NR REQ RE REQ REQ REQ REQ REQ REQ NR NR NR NR NR NR NR N REQ REQ REQ REQ REQ REQ NR REQ REQ REQ REQ REQ '1Q REQ RE REQ REQ REQ REQ REQ REQ REQ DUCTS Duct sealing REQ REQ REQ REQ REQ REQ ,EQ REQ R REQ REQ REQ REQ REQ REQ REQ Duet Insulation R-6 R-6 R-6 R-6 R-6 R-4.2 4.2 R-4.2 R R-6 R-6 R-6 R-6 R-8 R-8 R-8 WATER-HEATING System (22'1 meet (19;108 or §151(b)1 TABLE 151-D COMPONENT PACKAGE E 2008 Residential Compliance Manual August 2009 .. Prescriptive Certificate of Compliance: Residential Additions CF-1R ADD (Page 1 of 5) Site Address' • • Enforcement Agency:1311 MAG#OLIA General Information Project Name4- tzil -E A g O f 1-1 0 4 Climate Zone # #of Stories 8 1 Building Type'ingle Family 0 Multi Family Circle the Front Orientation: N, E, S(.2 legrees 0- <210 ' 0) Conditioned Floor Area of Addition New Addition Size: O Less than or equal to 100 ft?,Less than or equal to 1000 M (CFA):480 (Do not use this form for additions greater than 1000.M) DaW. NOTE: For Alterations to an existing home, submit a completed CF- 1 R-ALT Form. Exception: Existing HVAC systems that are replaced or altered to serve the addition map be included on the CF-1 R -ADD Form. PRESCRIPTIVE ENVELOPE REQUIREMENTS FOR ADDITIONS For standard wood and assemblies meeting the Cavitv R-value only. • For 100# additions, the Proposed values must be equal or greater than the Standard column or when indicated when using Package D, "Pkg D". Enter values in the shaded Proposed Columns. • For less than 1,000 f? additions must comply with "Pkg D" requirements unless indicated in the Standard Column. To meet "Pkg D" minimum energy compliance requirements, see RCM Appendix B, Table 151-Cor § 152(b) in the RCM. Enter vall.&-*,r#lrIFERtl*meosed Columns. Size of Addition 100 ffor less CLess than_1.00££,2.) Component Standard Proposed Comment Standard Proposed Comment Ceiling Insulation R-19 %9-Ild Minimum Pkg D A- 36 Table 151-C Wall Insulation R-13 1 Minimum R-13 2- 11 Minimum Floor Insulation R-13 0.004 Minimum Pkg D '4 /A Table 151-C U- U- U- U- 'Enter Values From factor SHGC factor SHGC factor SHGC factor SHGC "FenestrationFenestration 0.40 Pkg D Enter Values 0.40 Pkg D O,4 0,4 Proposed Areas" Page 2 of 5From "Fenestration Addition Alone'94 ff Enter Values From Maximum Glazing 50 2 > A} Proposed "Addition Allowed Area -Areas"For West-Facing f? Fenestration Areas" Page 2 of 5 Orientationl Page 3 Of 5 Radiant Barrier N/A Pkg D Table 151-C Roofing N/A See Roofing Products Below Pkg D See Roofing Products Below OPAQUE SURFACE DETAILS For the furred portioned of Mass Walls see Furring Strips Construction Table below. AB CDEFGHIJ See NoteProposed Standard Values From JA4 Table Framing Thickness,Frarned Continuous JA4 Proposed Tag/Assembly Name Material Spacing, U- JA4 Table Cavity Insulation Assembly Assembly ID' or Type2 and Size2 or Other'factor*Numbek R-value6 R-Valuei Cell Value'U-factorg ECEIVE D Note: Forfurred assemblies, accounting for Continuous Insulation R-MKepri013nd Equation 4-1. For calculating Jurred walls use the Mass and Furring Construction table below. City of Santa Ana Registration Number: 2008 Residential Compliance Forms Registration Date/Time:HERS Provider: March 2010 Prescriptive Certificate of Compliance: Residential Additions Site Address:(16 Il t.KAGAA aL' A . Enforcement Agency: CIr-IR ADD (Page 2 of 5) Dale: • 'l '°1 13 J. For Tag//D indicate the identification name that matches the building plans. 2. Indicate the Assembly Name or type: RoofCeiling, Walls, Floors, Slabs, Crawl Space, Doors and etc...Indicate in column G the Frame material and Size: For Wood, Metal, Metal Buildings, Mass, enter 2x4,2x6, oretc... see JA4 for other possible frame type assemblies, 3. Enter the thickness formass in inches or Spacing betweenframing members enter; 16"or 24"OC, or Other for allotherassembly description such as Concrete Sandwich Panel, Spandrel Panel, Logs, Straw Bale Panel, and etc. 4. Based on the Climate Zone; enter the equivalent U-factor found in JA4 Table based on the R-Value from Table ] 51-C 5. Enter the Table number that closely resembles the proposed assembly. 6. Enter the R-value thatis being installed in the wall cavity or between theframing; otherwise, enter "0" 7. Enter the Continuous Insulation R-valuefor the proposed assembly; otherwise, enter "0" 8. Enter the row and column of the U-factor value based on Column F Table Number and enter the Assembly U-factor in Column J. 9. The Proposed Assembly U-factor, Column J, must be equal to or less than the Standard U-factor in Column E to comply. FURRING STRIPS CONSTRUCTION TABLE FOR MASS WALLS ONLY A B CDEFGHIJK Proposed Properties of Masonry and Concrete Added Interior or Exterior Insulation Walls From Reference in Furring Space from Reference Joint Appendix Table 4.3.5,4.3.6,4.3.7 Joint Appendix Table 4.3.13 L M 3 Assembly Mass Nameor JA4 Table 4 £ Thickness'Typt Number'd> 3g 2.@ ME f? 64 Od 3 U :Final Assembly U-factor,7 Comment 1. Indicate the Mass Thickness from Reference Joint Appendix JA. 2. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors, Slabs, Crawl Space, Doors and etc...Indicate the Frame type and Size: For Wood, Metal, Metal Buildings, Mass, enter 2x4,24 or etc.,. see JA4 for other possible frame type assemblies. 3. Enter the Table number that closely resembles the proposed assembly. 4. Enter the row and columnofthe U-factor value. 5. Enter the Effective R-value listed in the JA4 Table Number. 6. The Final Assembly is calculated by using Equation 4-1 or Equation 4-4 ofthe Reference Joint Appendix JA4. Enter the value in Column L 7. Insert the Final Assembly U-factor value back on to the Opaque Surface Details table in Column J. FENESTRATION PROPOSED AREAS Orientation Fenestration Type and Frame (North, East,ProposedArea' Maximum Maximum NFRC or (Window, Glass Door or Skylight)South, West) (ff) U-factor-, 3 SHGC2,3.4 Default Values' 411 Aptuj 4 14 AFfte GL Al f 0136£ A 9 76 Aplt L •3 f AO t UJ e 1 2-AF e £ \A \ Ap 6.0 4 -1 6 AF n_c Total 97 1. Fenestrationareaisthe area of total glazed product (i.e. glassplus frame). Exception: Whenadooris less than 50% glass, thefenestration area may be the glass area plus a "2 inchframe" around the glass. 2. Enter value from Component Package D Requirements in Table 15 1-C. 3. Actualfenestration products installed and as indicated in CF-6R-ENV Form shall be equivalent to or have a lower U-factor and/or a lower SHGC value than that specified on the Fenestration Proposed Area table above. 4. Submit a completed WS-3R Form if a reduced SHGC is calculated with exterior shading. 5. Ifapplicableat thisstage enter "NFRC"for NFRCCertified windows or CEC "Default" values found in Table 1]6-A or B. Registration Number: 2008 Residential Compliance Forms Registration Date/Time:HERS Provider: March 2010 Prescriptive Certificate of Compliance:CF-1R ADD Residential Additions (Page 3 of 5) Site Add ress: • • En forcement Agency:Dat1311 MAGAdl<A ADDITION ALLOWED FENESTRATION AREAS A B C D CFA of AreaAllowed %Allowed AreaAddition Removed2ft2 ofCFA (A x B) 122 Total Fenestration Area3 49 5 020 94 1 1. West Fenestration Area'· 4 (Required In CZ's 2,4&7 -15)1 hb 005 2 1 e 1. West Fenestration Area includes west-sloping skylights and any skylights with a pitch less than J:12. 2. Glass removed to make wayfor the addition. f3 FE Maximum Allowed Area (C + D) /OA -e- Proposed Area' (Table Above) 97 3. For additions less than 1,000# the standards allows glazing removed during the remodel to be added to the glazing area allowance. The maximum allowed glazing area for the addition is the CFA x 20% + glass removed to make wayfor the addition, 4. Inclimate zones 2, 4, 7-15, no more than 5% ofthe CFA is allowed forwest-facingglazingplus west-facing glass area removed to make way for the addition. The maximum allowed west-facing glazing area is the CFA x 5% + west-facing glass removed to make way for the addition. 5. To meet compliance, the Proposed Area must be less than or equal to the Total Allowed Areafor BOTH the Total and West Fenestration Areas, ROOFING PRODUCTS (COOL ROOFS)§1510)12 Check applicable box below if the roofaddition is exempt from the roojing product "Cool Roof' requirements. Note: Fany one of the boxes are checked below, the Aged Solar Rdectance and Thermal Emittance requirements for roojing products in §118(0 are not applicable. Do not jill table below. ¤ Roofing compliance NQi Required in Climate Zones 1-12,14, and 16 with a Low-Sloped. Less or 2:12 pitch. ifing compliance Not Required in Climate Zones 1 through 9 and 16 with a Steep-Sloped. Roofs pitch greater than 2:12 and product weightless than 5lb/ff. O Roofing area covered by building integrated; photovoltaic panels and solar thermal panels are exempt from the above Cool Roof criteria ¤ Roof constructions that have thermal mass over the roof membrane with at least 25 lb/ff is exempt from the above Cool Roof criteria. Note: If no CRRC-1 label is available, this compliance method cannot be used, use the Performance Approach to show compliance, otherwise, check the applicable box below if Exempt from the Roofing Products "Cool Roof' Requirement: Roof Slope Product Weight Product Aged Solar Thennal CRRC Product ID Number i 2:12 >2:12 <5lb/W 2 5lb/ft2 Typez Reftectance3,4 Emittance SRI5 0 0 0 0 04 .1 04 m [1 0 0 04 0 0 El El ¤4 m £ 0 0 0 0 0 0 04 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council 's Rated Product Directory at www.coolroofs.oridproducts/search.phe. 2. Indicate the type of product is beingused for the rooftop, i.e. single-ply roof, asphalt roof, metal roof etc, 3 Jfthe Aged Rejlectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Rejlectance value from the same directory and use the equation (0.2+0.7(pi„mar- 0.2) to obtainacalculated aged value, Wherep is thelnitial Solar Reflectance, 4. Check box if the Aged Reflectance is a calculated value using the equation above. 5. Calculate the SRI value by using the SRI- Worksheet at http://www.enerev.ca.Hov/title24/ and enter the resulting value in the SRI Column above and attach acopy of the SRI- Worksheet to the CF- 1 R To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §118(i)4. Select the applicable coating: O Aluminum-Pigmented Asphalt RoofCoating ¤Cement-Based Roof Coating O Other Registration Number: 2008 Residential Compliance Forms Registration Date/Time:HERS Provider: March 2010 Prescriptive Certificate of Compliance:CF-1R ADD Residential Additions (Page 4 of 5) Site Address: . . Enforcement Agency:Date l 3 11 +KAL AL I A HVAC SYSTEMS - HEATING Duet or Configuration Minimum Distribution Piping (Cenlral, Split, Heating Equipment Efficiency Type and Insulation Thermostat Space, Package or Type and Capacity'·21 3 (AFUE or HSPF)Location4 R-Value Type Hydronic) 41 #LL *r ft 15.1 .W 4 LL SET-4\4 Sot •-r u S Ad€- 1. Indicate Heating Type (Centra! Furnace, Wail Furnace, Heat pump, Boiler, Electric Resistance, etc.) 2. Electric resistance heating is allowed only in Component Package C, or except where electric heating is supplemental (i.e., if total capacity 12 KW or 7,000 Btu/hr electric heating is controlled by a time-limiting device not exceeding 30 minutes). See §151(b)3 exception. 3. Refer to the HERS Verification section on Page 3 and 4 ofthe CF-IR-ADD Formforadditional requirements and checkapplicable boxes, 4. Indicate Type or Location (Ducts, Hydronic in Floor, Radiators, etc.) HVAC SYSTEMS - COOLING Configuration Cooling Equipment Minimum Distribution Duet or Piping (Central, Split, Type and Capacity'·2 Efficiency Type and Insulation Thermostat Space, Package or (SEER/EER or COP)Location'R-Value Type Hydronic) 1. Indicate Cooling Type (A/C, Heat pump, Evap. Cooling, etc) 2. Refer to the HERS Verifcation section on Pages 3 and 4 of the CF-JR-ADD Formfor additional requirements and check applicable boxes. 3.Indicate Type or Location (Ducts, Hydronic in Floor, Radiators, etc.) WATER HEATING Listwater heaters and boilers for bothdomestic hot water (DHW) heaters and hydronicspace heating. Individual dwelling DHWheaters mustbe storage gas or propanefired, non-recirculating, and may not exceed 50 gallons. Ifno natural gas is connected to the building, an electric storage DHW heater iess than 50 gallons with an energy factor greater than 0.90 may be used. Hot water pipe insulationfrom the DHW heater to the kitchen(s) and on all underground hot water pipes is required in all component packages in all climate zones. External Tank Water Heater Type/Fuel Distribution Type Number In Tank Energy Factor or Insulation Type'(Standard, Recirculating)2 System Capacity (gal)Thermal Efficiency R-Value' 645 sNZ.., 1 16 6. 67 2- c S 51«2&%,1-s-ED 1. Indicate Type (Storage Gas, Heat Pump, Instantaneous, etc.) 2, Recirculatingsystems serving multiple dwelling units shelli meet the recirculation requirements of §150(n), The Prescriptive requirements do not allow the installation of a recirculating water heating systemfor single dwelling units. 3. The water heating tank and pipes shall be insulated to meet the requirements of §1500) SPECIAL FEATURES The enforcement agency should pay special attention to the Special Features specified in this checklist below. These items may require written justification and documentation and special verification. Applicable special features shall be marked with a YES and be specified within the plans. Radiant Barrier (Roof) ES O NO Required in Climate Zones 2,4, and 8-15 for additions larger than 100 ff. Slab Edge (Perimeter) Insulation O YES | *O In Climate Zone 16 under Component Package D, R-7 insulation is required. Heated Slab Insulation ¤ YES [*10 Slab edge insulation required for heated slabs in all Climate Zones. See details in Table 118-A of the standards. Raised Slab Tnsulation O YES il In Climate Zones 1, 2, 11,13,14 & 16 R-8 insulation is required, and in Climate Zones 12 & 15 R-4 insulation is required , under Component Package D. 'r' Thermal Mass - To obtain Compliance Credit for the installation of thermal mass, use the Performance Approach. Registration Number: 2008 Residential Compliance Forms Registration Date/Time:HERS Provider: A4arch 2010 Prescriptive Certificate of Compliance:CIr-1R ADD Residential Additions (Page 5 of 5) Site Address· e • Enforcement Agency:Da-1 3 11 NA k, Ati-, A- HERS VERIFICATION SUMMARY - The enforcement agency should pay special attention to the HERS Measures specified in this checklist below. A completed and signed CF-4R Form for all the measures specified shall be submitted to the building inspector before final inspection. Duet Seding & Uesting HERS verification is required for this measure. O YES )) In all Climate Zones, if a new space-conditioning system (HVAC equipment and ducting) is installed to serve the additionalone, the ducts are to be sealed and tested per §151(f)10. In Climate Zones 2 and 9-16, if more than 40 linear feet of new or replacement ducts are installed in unconditioned O YES <O space to serve the addition, the ducts are to be sealed and tested per §152(b)ID. O EXCEPTION: Existing duet systemsthat are extended, which are constructed, insulated or sealed with asbestos. In Climate Zones 2 and 9-16, if the existing HVAC equipment is replaced (including replacement ofthe air handler, outdoor condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger) and will serve the addition, the ducts are to be sealed and tested per §152(b) lE. ¤ YES <NO O EXCEPTION: Duct systems that are documented to have been previously sealed confirmed through HERSverification in accordance with procedures in the Reference Residential Appendix RA3. I EXCEPTION: Duet systems with less than 40 linear feet in unconditioned space. O EXCEPTION: Existing duet systems constructed, insulated or sealed with asbestos. Refrigerant Charge - Split System HERS ver(#cation is requiredfbr this measure. O YES a charge measurement shall be verified per §151(07A.a NO In Climate Zones 2 and 8-15, i f a newly ducted split A/C or heat pump is installed to serve the addition alone, a refrigerant In Climate Zones 2 and 8-15, if the existing HVAC equipment is replaced (including replacement of the air handler, outdoor O YES BNO condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger) and will serve the addition, a refrigerant charge measurement shall be verified per § 1 52(b)1 F. Central Fan Integrated Ventilation System - Airllow and Fan Watt Draw - do not apply for additions 1,000 ff or less. Ducted Split Systems - Air Conditioners and Heat Pumps: Airllow and Fan Watt Draw HERS verification is required. In Climate Zones 10 through 15, i f a new space-conditioning system (HVAC equipment and ducting) is installed to serve theO YES [*40 addition alone, the airflow and fan watt draw shall be verified per §151(f)7B. In Climate Zones 10 through 15, if the existing space-conditioning system (HVAC equipment and ducting) is replaced andO YES ONO Will serve the addition, the airflow and fan watt draw shall be verified per §152(b)IF. Documentation Author's Declaration Statement • I certify that this Certificate of Compliance documentatiom .to an 4 complete. Name:Signal'aRAG(o G. 6(-AtA 4-I CompaCASS t*-srd f ' - ]13 Adiff 9 l k-1 4460 +Le-orL (Lertification #) CEA or O CEPE C*347(64<*4 8€*c*, Ch ?21¥K ?in, 901-423 Responsible Building Designer's Declaration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. • I certi fy that the energy features and performance specifications for the building design identified on this Certificate of Compliance conform to the requirements of Title 24, Parts 1 and 6 ofthe California Code of Regulations. • The building design features identified on this Certificate of Compliance are consistent with the information provided to document this building design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Name:Signature: -gl ./. .. Company:Date: Address:License: City/State/Zip:Phone: For assistance or questions regarding the Energy Standards, contact the Energy Hotline at: 1-800-772-3300. Registration Number: 2008 Residential Compliance Forms Registration Date/Time:HERS Provider: March 2010 S accu e: Date: / If Applitable [ Mandatory Measures Summary Residential Site Address.1%14 MAG, AN-l A Enforcement Agency: MF-1R (Page 1 of 3) Datc: , 1 #611 1 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1 R, CF-]R-ADD, or CF-JR-ALT Form) shall supersede theitems marked withanasterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents and the applicable features shall be considered 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 MF-1 R Form with plans. DESCRIPTION Building Envelope Measures: §116(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the requirements of §10-111(a). §117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. §118(a): Insulation specified or installed meets Standards for 1nsulating Material. Indicate type and include on CF-6R Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF-1 R Form. *§150(a): Minimum R-19 insulation in wood-frame ceiling or equivalent U-factor. §150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. *§150(c): Minimum R-13 insulation in wood-frame wall or equivalent U-factor. *§150(d): Minimum R-13 insulation in raised wood-frame floor or equivalent U-factor. §150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF- 1 R Fonn. §150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16, §150(1): Water absorption rate for slab edge insulation material alone without 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. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150(e)lA: Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: Masonry or factory-built fireplaces have a combustion outside air intake, which is at least six square inches ill area and is equipped with a with a readily accessible, operable, and tight-fitting damper and or a combustion-air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. §150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. §150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1 A : Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water-heating system, or other indirect hot water tanks have R- 12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non-recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2 Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. §150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 2008 Residential Compliance Forms August 2009 Mandatory Measures Summary Residential · • Site Address:Enforcement Agency:(bc-t r.1 A{6.40LIA- MF-1R (Page 2 of 3) Date: . 1 1/6 I /3 §1500)4: Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. Ducts and Fans Measures: §150(m)1: All air-distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC 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 sealed with mastic, tape or other duet-closure system that meets the applicable requirements ofUL 181, UL 181 A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duet board or flexible duet 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. §150(m)2D: Joints and seams of duet systems and their components shall not be sealed with cloth back rubber adhesive duet tapes unless such tape is used in combination with mastic and draw bands. §150(m)7: Exhaust fan systems have back draft or automatic dampers. §150(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 degradation of the material. §150(m)10: Flexible ducts cannot have porous inner cores. §150(0): All dwelling units shall meet the requirements of ANSI/ASHRAE 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 required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(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 pilot light. §114(b)1: 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 solar heating §114(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §114(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 during off-peak electric demand periods. §150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p). Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire as specified by §150(k)2. §150(k)3: The wattage of permanently installed luminaires shall be determined as specified by §130(d). §150(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 150-C and shall not contain a line-voltage socket or line-voltage lamp holder; OR shall be rated to consume no more than five watts ofpower as determined by §130(d), and shall not contain a medium screw-base socket. §150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(to, §150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ff or 100 watts for dwelling units larger than 2,500 ff may be exempt from the 50% high efficacy requirement when: alllow efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi-scene programmable control 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 occupant sensor. §150(k)9: Pernlanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. 2008 Residential Compliance Forms August 2009 Mandatory Measures Summary Residential Site Address:12>ll PA AG=•Adt- ! A Enforcement Agency: MF-1R (Page 3 of 3) Datct EXCEPTION ]: 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 occupant sensor. §150(k)11: Permanently installed luminaires located in rooms or areas.other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. 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 square feet located on a residential site is not required to comply with §150(k)11 §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §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/offswitch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; 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 Exception 1 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. §150(k)14: Internally illuminated address signs shall comply with Section ]48; OR not contain a screw-base socket, and consume no more than five watts of power 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 130,131,134, and 146 §150(k)16: Permanently installed lighting in the enclosed, non-dwelling spaces of low-rise 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 §119. 2008 Residential Compliance Forms August 2009 Appendix B - 4BStandards Tables 151-B, 151-C and 151-D Page 5 Radiant Barrier Roofing Low- Aged Solar Products sloped Reflectance Thermal Emittance Steep Aged Solar Sloped Reflectance (less Thermal than 5 Emittancelb/rtz) Maximum Solar Heat Gain Coefficient (SHGC)3 Maximum Total Area Maximum West Facing Area THERMAL MASS' SPACE- HEATING 5.10 Electric-resistant allowed SPACE- COOLING Central Forced Air Handlers SEER =MIN If split system, Refrigerant charge NR measurement or charge indicator display Cooling Airflow NR and Walt Draw Central Fan Integrated Ventilation REQ System Watt Draw 8 9 R30 R3 13 R13 Rl 1 2.44 R2.44 RZ. NA NA N RO RO R L CNR NR N 19 R19 R19 0 RO R R REQ RE * NR N 'R NR N R NR N R NR 5 0.15 0 75 0.75 0.7 40 0.40 0. 40.40 0.40 0. 0 0% 20% 2 0 % 5% 50 NR N No N MIN IN MIN N MIN MI REQ R R NR Q REQ R Q REQ R -4.2 R-4.2 R- ·n hall meet 515 8 STANDARDS TABLE 151-C COMPONENT PACKAGE D Climate Zone 1 2 3 4 5 6 10 11 12 13 14 15 16 Insulation 1 Ceilinqs R38 R30 R30 R30 R30 R30 R30 R38 R38 R38 R38 R38 R38 minimums Walls Wood-frame R21 R13 R13 R13 R13 R13 R13 R19 R19 R19 R21 R21 R21walls Heavy mass R4.76 R2.44 R2.44 R2.44 R2.44 R2.44 R2.44 R4.76 R4.76 R4.76 R4.76 R4,76 R4.76walls Light mass NA NA NA NA NA NA NA NA NA NA NA NA NAwalls Below-grade walls Floors SIab floor perimeter Raised floors RO RO RO Ro RO RO RO RO RO RO RO RO R13 NR NR NR NR NR NR NR NR NR NR NR NR R7 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 R19 Concrete raised floors R8 R8 RO RO RO RO R0 R8 R4 R8 R8 R4 R8 NR REQ NR REQ NR NR REQ REQ REQ REQ REQ REQ NR NR NR NR NR NR NR NR NR NR 0.55 NR 0.55 NR NR NR NR NR NR NR NR NR NR 0.75 NR 0.75 NR NR NR NR NR NR NR O.20 0.20 0.20 0.20 0.20 0.20 NR NR NR NR NR NR NR 0.75 0.75 0.75 0.75 0.75 0.75 NR Steep Aged Solar 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15Sloped Reflectance (5 tb/ft'Thermal or more)Emittance 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 Fenestration Maximum U-factorz 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 NR 0.40 NR 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.35 NR 20% 20% 20% 20% 20% 20%20% 20% 20% 20% 20% 20% 20% NR 5% NR 5%NR NR 5% 5% 5%5% 5% 5%NR NR NR NR NR NR NR NR NR NR NR NR NR NR No No No No No No No No No No No No No If gas, AFUE =MIN MIN MIN MIN MIN MIN MIN MIN MIN MIN MIN MIN MIN If heal pump,MIN MIN MIN MIN MIN MIN MIN MIN MIN MIN MIN MIN MINHSPF6 = MIN MIN MIN MIN MIN MIN MIN MIN MIN MIN MIN MIN REQ NR NR NR NR REQ REQ REQ REQ REQ REQ NR NR NR NR NR NR REQ REQ REQ REQ REQ REQ NR REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ DUCTS Duct sealing REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ Duet Insulation R-6 R-6 R-6 R-6 R-6 R-4.2 R-6 R-6 R-6 R-6 R-8 R-8 R-8 WATER-HEATING Systei or §151 (b)1 TABLE 151-D COMPONENT PACKAGE E 2008 Residential Compliance Manual August 2009 OGI DESIGNS · · Ignacio G. Ochoa, P.E. 8191 Kingsdale Drive RCE #35217 Huntington Beach, Ca. 92646 Exp. 9/30/15 <(714) 904-4823 ECEI" 'M 60 PROJECT: Cruz Project FEB 1 0 20,4 1317 Magnolia St. Santa Ana, CA 92707 City of Santa Ana CRITERIA: CALIFORNIA BUILDING CODE (CBC) 2010 m m op A m gle No. 35217 y li11 0 1-4174 , 1 dE- civiL/*r ' =Fl,4MATERIALS: EXCEPT AS NOTED OTHERWISE CONCRETE............................2500 PSI @ 28 DAYS FOUNDATION SOIL... .............1000 PSF CONCRETE BLOCK.................GRADEN, MED. WT UNITS (ASTM C-90) BRICK...................................PER ASTM C-62, MW GRADE REINFORCED STEEL............. ..20,000 PSI (ASTM A-615, GRADE 40) STRUCTURAL STEEL............ ..24,000 PSI (ASTM A 36, COMP.) AISC 1997 ED. WELDING..............................ELECT ARCPROCESS BY CERT. WELDERS STRUCTURAL PIPE................ 35,000 PSI (ASTM A-53) GRADE B PLYWOOD SHEATHING...........DOUG. FIR, STRUC 1, INTR., P.S. 1-76 GLUE LM BEAMS. ..................24000 PSI *F COMB 1724) LUMBER...............................GRADE MARK DF PER WCLB GRDG RULE 16 SOIL PRESSURE.....................1000 PSF DESIGN REFERENCES: CONCRETE............. CONCRETE BLOCK... STEEL...................., LUMBER ................. ....ACI DESIGN HANDBOOK .....CONC. MASN. DESIGNMANUAL, CMA .....MANUAL OF STEEL CONSTRUCTION, AISC ....WOODSTRUCT. DESIGNMANUAL, CMA ALL WOOD DOUGLAS FIR LARCH 19% MAX. MOIST. CONTENT. (#2/#1) Fv Fb Ex10*6 ifv Fb Ex10*6 2x4 95 1315/1510 1.6 4x6 95 1140/1300 1.6 2x6 95 1140/1310 1.6 4x8 95 1140/1300 1.6 2xS 95 1055/1210 1.6 4x10 95 1050/1200 1.6 2x10 95 965/1105 1.6 4x12 95 965/1100 1.6 2x12 , 95 865/1005 1.6 4x14 95 875/1000 1,6 2x14 95 790/905 1.6 4x16 95 875/1000 1.6 6x10/12 85 1350/1600 1.6 Parallam 290 2900 2.0 GLB 265 2400 1.8 PSL Microlm 1vl 285 2600 2.0 V LOADS .. <Koots :As .Lat v s k ,M,A fos//al< 2' r c " '304 1 6/fz-1- (1 4112/,A l't-A. C < C.1-,(06-WJ J<1 Z_ 3> L LL 2. CL C, S I.el 2,4 A L' 71 0 psT tnt EL 2.8 re·<-t 6 -1121 C -- (A(6 2 U A- O n/'n , #A C. I 1/\3' ) [g 1 ,£25 . i 1/ t< A 1 1 4 /r 4 £,)0 l< :8. 4,t_ v4,1 C 10 O 2 3 LL l 6 1-cull(j N i -fr 33. -130 1 0 ;6 4 IC-7. R Figis .4 O 0 1 fc .caw-) A- s c 44.4 r, £69 =(1486 -<84 e =4.-fc)€> cj - < 05 = Cb .t; cl 12.= 1 S = 6,51 8 5 t-A ( = o. R.2- p-C) sp(S o, S€ 8<3 -C= 60 13 4.s K. 41:·Al <irs>o L = 80% 41, L ,A - 2 12 x 0/1 J"D cSIS(,5 9 6 69-9 1 4 = 64· 0 /0/ 5 : PL 5, Ca 2-1 1 1 J 1 U r V' 414&£256 2 I D 2 11 -4 A 93 A I. 0 6 2 L ·r le 1 2. = 8 - o i{ ' ... l g x fo 53 7A . C re' li + 2 6-J ld; ' LharL = fts 09) 8/1 1 95 = -3.3 lit 6 1 - I / l» 0 4bf 446 .; L - /0 -CD 4 = 02,4//0/8 = 3 F pd 19# = /3 G' (; 4 ) = 11 s. -3224 € 2.- 2,)< 6 =: Ag,= - 1. 5 (39) /1K /95= 4,54 - 2X th 3tl Ct 0 l( 'A R a 10 45 1 r) L -le E-€·C 4 c_ i L= 84 C R-De -1 ( 1 X /0h\= ,-58 & (.6. €-1) 1-/2. 81 37 9-r . 7 STI -= scs-71 4056= 3§ ((-s kin:-- =- C. 5(16 73) 8,9-5 (2- /95 - 1 1' L 4 50 5 6 4.4 '61 t./M'JA i#·1 AD %- 2 US =- -36 4 41 y „ 11.-h= 308 04)16.tz-. /8 = 8&.32- < 3<4 <LL =- 8842- ((40 L 7,7 il 3, \\4.R=- 66 (, 34 94 411/L //9.5 = 14,(6 \(t )4 1 e ¢j\un.u [Povop- A 1-lr L=- 5-61 1 l --2 4 91 2 - 3UN = 6.-84(Al,-·CL = 2--IG elj . 1)<11UiZE-(-Slt/_Al 3 = 37 2-¢ \<* Siz= 311 6, (48= 8 1 3 fl .6 ATE =- C ,5 ( 1-1 4 ) -3/1 / 95 = g. 6 U -L J 4.6 07742_76 +EADE.t/4 4 44 d,Al o 1 1 8 1 1 1 1 T'ha de «0'hA H=495-n /2/ cr, 6 .1 , r A 9% l f / UL u x (L i j 83 16 '-1 . r i.\ non 6 L o., 4 wv (¥\ CA : 49 = 0.990 (6 +54= o ,\ 91 41' Cc= 6,(52: C'.2,(/,4) = 0. 1£- \41 u\4 D .Ne Lite.. C.4 1 0 '1;8 44 4.,Vi:.u>, Va <r'Y Q J-4"i 4- 6/ GO CAL'· /.934.=(3.21 pri 458,6 fiA-= c .1/03.1)1 2/0 /9 0 - :,1\ A f * (ACE. e = 23 091 c.v.u„vdc» 64,5 1-- 521= /01/(91 = 1 1 1 1 LI.-- (03 %639 /6 6 10 67 11 1 \WALLe = 960 --J JN.aj =e-Ze (86.+d) 3-7,5/9 -:= 26'26+ (99/9 j 0= 6 +4 =/ /00 /1- ©= 2-@ 25//0 - 263 r (1-604-4 ° 614-14(6'*' tz,N/001b| 4 13f"J-=- '349 4 PLOCCZ- 'i = 96 0 + 9,2-8 (59,5 (@-4.08* ==. Flo 34 Yo\= 26154 .2-0 (<3/25) 162- = 341{ + l-63 = /6 0Argh - 3 4 'l //13= 34 1 6 . - 23(30\1 A (68Yt)16 0 i> -A\ 4 #002. /U (©= 2 6 2.1._ / 2 6 = 2 0 -2- 12 1+60 -71€\= C G .L' k- 9+0 1 3 , 4 1 L J=,1, 1, = 7 -7% 44 140 d z. 1 .U 1 '1»,€ 22,21 + 6.-4379 (8+4) 4/-2. = 2-7 Palp (60'447)NO= 1\'zat 20(34+3) 01- = (54%14L®j = 11 +8= 2ng !77+ 86 1,4, AS-7*3 = 2-7 8 8(ZA = 1 59 p· C ' 5tt #-9 0 2-rh-7-+A =- 8&?F <4' 1+-A =4711 110(lf-= 6(1 1 111 111 1 1-4l 1 Design Maps Summary Report Page 1 of 2 I . I m USGS Design Maps Summary Report User-Specified Input Report Title Cruz Addition Sun December 15, 2013 23:38:44 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.7301°N, 117.88375°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III E- ' -- --il"LUD si--moldillvi,1 4 1 ft NX U · 1 .B.-¢dON,H -«1 304 -1. g.-· ry,i-·B 4 Gove -0#JL-4* c* *Ad(2/7. eff * 40·ij4. 1*7492::9&89139er 4, 441:JECk,43*....2...+4 I .1 00.4'* 1:·98/L A-lize•:Mq .,,3 * 6 tmi :r 44061 Beach; ;L L. .4,=Rew 4#,1 gY.4 1 ¢-344 11 01/ e ' t,42341. *. ·,,, 11 -ift#110971., >,0•,11 "fa $1707-. tiOX%*4< tz :1* r 1 ,%4!1 J'/WhS*thfbt £ Hulttingttnt36.6-2 43*4»-,NBka-66 .44.:rat, 231»' 4- .*ta,Mesi€4-/ ,7.1 -,ve·,14 ' ..==$,je - t.: D 2-11 9 4. 04 -..6.1 -,2 - -r,4 >113 ® M•DQuen .-. USGS-Provided Output .Irvin -5' SS =1.485 g SMS = 1.485 g Sos = 0.990 g Sl =0.548 g S- = 0.821 g Sm = 0.548 9 For information on how the SS and Sl values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCERResponse Spectrum Design Response Spectrum 1.G5 -1.10- 1.50 - , 1.00 - 1.35 - 0.90 - 1.20 -/ \ 0.80 - 1.05 - · 0.70 - 0.90 -1 \ $ 0. Go -i 5 %1 0.50 - 0.40 - 0.45 - ---0.30 - 0.30 -0.20 - 0.15 -0.10- 0.00 lilli I lili 0.00 1 1 1 1 It 1 1 1 1 0.00 0.20 0.40 0.GO 0.20 1.00 1.20 1.40 1.GO Lei) 2.00 0.00 0.20 0.40 0. GO 0.80 1.00 1.20 1.40 1.GO 1.80 2.00 Period, T (sec)Period. T (sec) For PGAM, Ti, CRS, and (Rl values, please view the detailed report. http://geohazards.usgs.gov/designmaps/us/summary.php?template==minimal&latitude=33 ....12/15/2013 SHEAR WALL SCHEDULE 2009 I.B.C & 2010 C.B.C. SILL BOLTINGWALL TYPE ALLOWABLE SHEAR ISHEAR @ SHEAR @ SILL NAILING ONE SIDE BOTH SIDES 16d @ UPPER OF WALL OF WALL STORIES A35 SPACING74" STUCCO OVER PAPER BACKED LATH W/16 GA STAPLES AT 6"O.C. AT TOP & BOTTOMPLATES, EDGE OF SHEAR WALL AND ON FIELD (ICC REPORT No. ESR-2595) NOTE 4 AND 180 PLF 5/8"@48'0.C 5/8"@ 24"0.C. @ 8"0.C. @ 32"0.C. 10 BELOW. 1542" PLYWD STRUCT I OR STD SHTG WITH 8d NAILS @ 6"0.C. AT EDGES & 12" O.C. FIELD 280 PLF 5/8'@32"0.C 5/8"@16"0.C. @ 6"0.C. @ 24"o.c.(TABLE 2306.3 2010 CBC, 2009 IBC) NOTE 1, 10, 11 & 12 BELOW 1552" PLYWD STRUCT I OR STD SHTG WITH 1 Od NAILS @ 6" O.C. AT EDGES & 12" O.C. 350 PLF 5/8@24'0.C 5/8"@12"0.C @ 4"0.C. @ 16"0.C.FIELD (TA8LE 2306.3 2010 CBC, 2009 IBC) NOTE 1, 6, 10, 11, 12 & 13 BELOW 1542" PLYWD STRUCT I OR STD SHTG WITH 8d NAILS @ 40'0. C. AT EDGES & 12" O.C. FIELD 430 PLF 5/8"@160.C.5/8"@80.C @ 4"O. C. @ 16"O.C.(TABLE 2306.3 2010 CBC, 2009 IBC) NOTE 1, 3. 5, 6, 8, 10, 11, 12 & 13 BELOW 1542" PLYWD STRUCT I OR STD SHTG WITH 8d NAILS @ 3" O.C. AT EDGES & 12" O.C. FIELD 550 PLF 5/8'@16"0.C.5/8"@8"0.C. @ 3-0.C. @ 12"0.C.(TABLE 2306.3 2010 CBC, 2009 IBC) NOTE 1,3,5,6, 8,10,11,12 & 13 BELOW ,%52" PLYWD STRUCT I OR STD SHTG WITH 8d NAILS @ 2" O.C. AT EDGES & 12" O.C. FIELD 730 PLF 5/8'@12"0.C 5/8"@60.C. @ 2"0.C. @ 80'0.C.(TABLE 2306.3 2010 CBC, 2009 IBC) NOTE 1,3,5,6,8, 10, 11, 12 & 13 BELOW 1%2" STRUCT I PLYWD WITH 10d NAILS @ 2" O. C. AT EDGES & 12" O. C. FIELD OVER 3X 870 PLF 3/4'@12'0.C.3/4"@6"0.C.N/A '@ 8"0.C.STUDS (TABLE 2306.3 2010 CBC, 2009 IBC) NOTE 1, 3, 5, 6, 8, 10, 11, 12 & 13 BELOW 1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES 9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES 11, 12, 13. & 14. 2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED TO BOTH SIDES OF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. HALF THE 0/C SPACING) 3. USE 3X PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATION (CONC. SLAB ON GRADE ONLY NOT REQ'D @ RAISED FLOOR FOUNDATION) 4. PAPER BACKED SELF FURRING EXPANDED METAL LATH WITH ICC APPROVAL 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED. 6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 "0.C ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALLON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3- INCHES NOMINAL OR THICKER & NAILS ON EACH SIDE- SHALL BE STAGGERED. 7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 56" X 10" A.8.'S @ 48"0.C. UNLESS OTHERWISE NOTED ONPLANS. 8. AT 3x SILL PLATE USE (2) 20d BOX END NAILS AT STUD TO SILL PLATE CONNECTION IN LIEU OF (2) 16dNAILS PER LINE 8 OF TA8LE 2304.9.1 (ALT: PROVIDESIMP. A34 AT SILL TO STUD) 9. ALL INTERIOR NON BEARING FOOTINGS TO HAVE 742" SHOT PINS AT 32" O.C. & 48"0.C RESPECTIVELE ICC# E SR-2269 (HILTI), OR ICC# ESR-1663 (RAMSET/ RED-HEAD). 10. USE 3" X 3" X 0.229" PLATE WASHERS. 11. USE CDX. CC OR STD SHTG IN LIEU OF STRUCT II PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES. 12. AT EXISTING FOOTINGS USE SIMPSON "SET-XP"EPOXY BOLTS PER SCHEDULED SILL BOLTING, EMBEDED8", PER ICC# ESR-2508 WITH SPECIAL INSPECTION. 13. PERIODIC SPECIAL INSPECTION REQUIRED ON WOODSHEAR WALLS WITH NAIL SPACING LESS THAN OR EQUALTO 4" O.C. 4 . I . .. Eulalia Cruz 110 S. Magnolia Ave. Santa Ana, CA 92707 September 16, 2013 Mr. Jason Kwak, Senior Plan Check Engineer City of Santa Ana Planning & Building Agency (M-19) 20 Civic Center Plaza Santa Ana, CA 92702 #208 Reference: 1317 S. Magnolia Ave. 180 Day Extension of Time RequesdEP 77 Plan Check No. 10278331 2013 Dear Mr. Kwak;City of Santa Ana This letter is submitted in response to your letter dated July 29,2013, Attachment 1, notifying me of the pending expiration of a set of plans I submitted on March 14, 2013 which propose to legalize a 480 sq. ft. located at 1317 S. Magnolia Ave. The primary purpose ofthis letter is to respectfully request a not to exceed180 day extension of time to enable me to finalize the plan check comments ahd obtain my building permits. Please note that prior to their submittal for structural review, I worked diligently with Mr. Bernie. Carbajal of your Planning Staff and my plans were finally approved by Planning on March 14, 2013. It is my intent to likewise diligently revise and resubmit the plans to the Building Department and finalize the process. I do wish to convey to you that I experienced a significant family illness during the plan check process which we have overcome. In addition to this issue, my telephone was not working at the time staff was attempting to call me to pick up the plans. Likewise unfortunate was the fact that the permit technician wrote the incorrect telephone number of my engineer, Mr. Ignacio Ochoa, in the permit application and staff was unable to contact him. Please note Attachment 2. His correct telephone number and address is noted on the plan sheets. Thank you in advance for your kind attention and consideration to my request. Sincerely, ibe/-444 Eulalia Cruz Attachments CC: Bernie Carbajal, Patricia Link MAYOR Miguel A Pulid6 " MAYOR PRO T71 SaLTinajero COUNCILMEMBERS Angelica Amezcua P. David Benavides Michele Martinez Roman A Reyna Vincent F. Sarmlento 074-M+Btln i CITY OF SANTA ANA 1 INTERIM CITY MANAGER Kevin O'Rourke CITY ATTORNEY Sonia R.Can/alho CLERK OF THE COUNCIL Marla D. Hulzar PLANNING & BUILDING AGENCY 20 Civic Center Plaza P.O. Box 1988. Santa Ana, California 92702 w,w,.santa-ana.org July 29, 2013 Eulalia Cruz 1110 S Magnolia Ave Santa Ana, CA 927071010 Dear Owner: PLAN CHECK NO:10278331 ADDRESS OF JOB SITE: DATE OF SUBMITTAL: EXPIRATION DATE: 1317 S Magnolia Ave 03/14/2013 09/10/2013 The subject plan(s) and related paperwork have been on file over 145 days since the date of submittal. In accordance with the 2010 California Building Code (CBC), Section 105.3.2, as amended by Santa Ana Municipal Code Section 8-43, the plan check(s) will be expiring. The Building Official may extend the plan check(s) for a period not exceeding 180 days.If you would like to extend your plan check(s), please send your request to: . Mr. Jason Kwak, Senior Plancheck Engineer City of Santa Ana Planning & Building Agency (M-19) 20 Civic Center Plaza Santa Ana, CA 92702 If you submitted electrical, plumbing and mechanical plans on the same date, they will also expire. If you do not want to extend your plan check, the plans and and/or paperwork may be discarded by: 10/10/2013 Should you desire to resubmit your expired plah(s), you may do so upon payment of new plan check fees. A new plan check number will be assigned. New submittal of plan(s) must comply with all applicable regulations effective at the time of the new submittal. If you have any questions, please call a Permit Technician at (714) 647-5800, Monday through Thursday between the hours of 8 a.m. and 4 p.m. Sincerely, Patricia Link ATFAGADKE,kE 2- Planning & Building Agency Building Safety Division RESIDENTIAL PLAN CHECK20 Civic Center Plaza . uP.O. Box 1988 (M-19)COMMENTSSanta Ana, CA 92702 (714) 647-5800 www.santa-ana.org 11 SANTA ANA & BOLDILL AGEN[\ .. PLAN CHECK NO:10278331 1317 S Magnolia AvePROJECT ADDRESS: PLAN CHECK ENGINEER:Vo, Tung TEL: 714 647-5830 FAX: 714 647-5897TYPE OF CONSTRUCTION: OCCUPANCY CLASSIFICATION(S): PLAN CHECK DATES: 3/14/2013APPLICATION 4/23/2013INITIAL REVIEW 9/10/2013EXPIRATION RECHECKS:1 VB R-3, U REMARKS/RECHECK ITEMS: PROJECT APPLICANT CONTACT PERSON:2. 3. VALUATION:$52,320.00 Ignacio Ochoa --* TEL:'914*41-0643 FAX: /(714)841-8003 EMAIL: - FLOOD ZONE: X-0602320257J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2010 CaliforniaResidential Code (CRC); 2010 California Building Code (CBC); CMC = 2010 California Mechanical Code;CPC = 2010 California Plumbing Code; CEC = 2010 California Electrical Code; T = Table; ICC =International Code Council. 1. All items noted on this plan check report must be addressed. If you feel that an item is not applicableto your projed, note "N/A" and discuss the reason with the plan checker. 2. Please indicate the sheet number and detail to the right of each correction, or note the number on theplans where the correction is made. Resubmit marked original, calculations and this correction sheet.A separate sheet for response may be used. 3. Resubmit 3 corrected sets of plans. 4. Meetings between the project applicant/designer and the plan reviewer shall be by appointment only.Please call (714) 647-5830 for an appointment. MAYOR Miguel A Pulldo MAYOR PRO TEM Sal TinaJero COUNCILMENBBNS AnAlica Amezcua P. David Benavides Michele Martinez Roman A Reyna Vincent F. Sarmlento i. 1ll-1 i CITY OF SANTA ANA PLANNING & BUILDING AGENCY 20 Civic Center Plaza P.O. Box 1988. Santa Ana, California 92702 www. santa-ana.org INTERIM CITY MANAGER Kevin O'Rourke CITY ATTORNEY Sonia R.Carvalho CLERK OF THE COUNCIL Maria D. Hulzar July 29, 2013 Eulalia Cruz 1110 S Magnolia Ave Santa Ana, CA 927071010 Dear Owner: PLAN CHECK NO:10278331 ADDRESS OF JOB SITE: DATE OF SUBMITTAL: EXPIRATION DATE: 1317 S Magnolia Ave 03/14/2013 09/10/2013 The subject plan(s) and related paperwork have been on file over 145 days since the date of submittal. In accordance with the 2010 California Building Code (CBC), Section 105.3.2, as amended by Santa Ana Municipal Code Section 8-43, the plan check(s) will be expiring. The Building Official may extend the plan check(s) for a period not exceeding 180 days.If you would like to extend your plan check(s), please send your·request to: Mr. Jason Kwak, Senior Plancheck Engineer City of Santa Ana Planning & Building Agency (M-19) 20 Civic Center Plaza Santa Ana, CA 92702 If you submitted electrical, plumbing and mechanical plans on the same date, they will also expire. If you do not want to extend your plan check, the plans and and/or paperwork may be discarded by: 10/10/2013 Should you desire to resubmit your expired plan(s), you may do so upon payment of new plan check fees. A new plan check number will be assigned. New submittal of plan(s) must comply with all applicable regulations effective at the time of the new submittal. If you have any questions, please call a Permit Technician at (714) 647-5800, Monday through Thursday between the hours of 8 a.m. and 4 p.m. Sincerely, Patricia Link CITY OF ANA PL\NNING & Bl ILDIS. ..\GEN-01 Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org RESIDENTIAL PLAN CHECK COMMENTS O 4 PLAN CHECK NO: PROJECT ADDRESS: PLAN CHECK ENGINEER: 10278331 1317 S Magnolia Ave Vo, Tung TEL: 714 647-5830 FAX: 714 647-5897 TYPE OF CONSTRUCTION: OCCUPANCY CLASSIFICATION(S): PLAN CHECK DATES: 3/14/2013APPLICATION 4/23/2013INITIAL REVIEW 9/10/2013EXPIRATION RECHECKS:1 VB R-3, U REMARKS/RECHECK ITEMS: PROJECT APPLICANT CONTACT PERSON: 2. Ignacio Ochoa 3. (714)841-0643TEL: (714)841-8003FAX: VALUATION:$52,320.00 EMAIL: FLOOD ZONE: X-0602320257J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2010 California Residential Code (CRC); 2010 California Building Code (CBC); CMC = 2010 California Mechanical Code; CPC = 2010 California Plumbing Code; CEC = 2010 California Electrical Code; T = Table; ICC = International Code Council. 1. All items noted on this plan check report must be addressed. If you feel that an item is not applicable to your project, note "N/A' and discuss the reason with the plan checker. 2. Please indicate the sheet number and detail to the right of each correction, or note the number on the plans where the correction is made. Resubmit marked original, calculations and this correction sheet. A separate sheet for response may be used. 3. Resubmit 3 corrected sets of plans. 4. Meetings between the project applicanUdesigner and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment. 4. Page 2 of 5 5. The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2010 California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. There may be additional requirements when complete construction drawings and supporting data is submitted for Building Safety Division review. 6. Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plan check fees. 7. All drawings and supporting documents shall be prepared, stamped, and signed by a California licensed architect or registered professional engineer. (CRC R301.1.3, CBC 107.1 and 107.3.4.1). 8. All persons preparing plans for others shall sign those plans. Business and Professions Code Chapter 3, Division 3, Sedion 5536.1 (a). 9. The applicant shall obtain clearances/approvals for the following, prior to building permit issuance: - Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process. - Public Works Agency approval (647-5039). - Proof of Worker's Compensation Insurance shall be required at the time of permit issuance. 10. Show the complete legal description and assessofs parcel number on the plans. 11. Provide an Index of drawings on cover sheet. 12. Provide building information on plans: - Occupancy type: R3 / U - Construction type: Type V-B - Fire sprinklered: Yes / No - Fire sprinkler type: (where applicable) 13. Provide a statement on the title sheet of the plans that this project shall comply with following codes: - 2010 California Residential Code (CRC) - 2010 California Building Code (CBC) - 2010 California Electrical Code (CEC) - 2010 California Mechanical Code (CMC) - 2010 California Plumbing Code (CPC) - 2010 California Green Building Standards Code (CGBS) or CALGreen - 2010 California Energy Code (CEnC) - City of Santa Ana Municipal Code 14. Show the North arrow on the plans and centerline of labeled street(s) and alley. 15. Provide eave / overhang / projection setback to all property lines. Page 3 of 5 16. Provide wall legend to distinguish between new / existing / demo walls. 17. Provide window and door schedule. Callout sizes and types of openings and if new or existing. 18. Basements, habitable attics, and every sleeping room in dwelling units must have a window or exterior door for an emergency exit, sill height not more than 44 inches above the floor, 5.7 square feet of openable area, 24 inches clear opening height, 20 inches clear opening width and shall open directly into a public street, alley, yard, or exit court. Windows at new two bedrooms do not comply. (CRC R310.1-R310.1.3) 19. Carbon monoxide alarms combined with smoke alarms shall comply with both sections R314 and section R315, all applicable standards, and requirements for listing and approval by the Office of the State Fire Marshal, for smoke alarms. 20. All new construction, interior or exterior alterations, repairs, or additions requiring a permit and having a valuation in excess of $1,000, or when one or more sleeping rooms are added or created, the entire dwelling shall be provided with smoke detectors located as required for a new dwelling. (CRC R314.3) Smoke alarms shall be installed in the following locations: - In each sleeping room. - Outside each separate sleeping area in the immediate vicinity of the bedrooms. - On each additional story of the dwelling, including basements and habitable attics but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. - When more than one smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual unit. 21. All new construction, Interior or exterior alterations, repairs, or additions requiring a permit and having a valuation in excess of $1,000„ an approved carbon monoxide alarm shall be installed in dwelling units and in sleeping units within which fuel-burning appliances are installed and in dwelling units that have attached garages shall be provided with carbon monoxide alarms (CRC R315) - Carbon monoxide alarms shall only be required in the specific dwelling unit or sleeping unit for which·the permit was obtained. Carbon monoxide alarms required by Sections R315.1 and R315.2 shall be installed in the following locations: - Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s). - On every level of a dwelling unit including basements. - Where more than one carbon monoxide alarm is required to be installed within the dwelling unit or within a sleeping unit the alarm shall be interconnected in a manner that activation of one alarm shall activate all of the alarms in the individual unit. Exception: ./ Page 4 of 5 Interconnection is not required in existing dwelling'uni where repairs do not result in the removal of wall and ceiling finishes, there is no access by means of attic, basement or crawl space, and no previous method for interconnection existed. 22. For an FAU located in the attic provide a minimum access of 22 x 30 inches, a 24-inch wide walkway, a 30-inch deep work platform, and electric light outlet adjacent to the furnace and switched by the opening. (CMC 904.11 & 305) 23. Shower compartments and walls above bathtubs with shower heads installed shall be finished with a smooth, nonabsorbent surface to a height of not less than 72" above the floor. (CRC R307.2) 24. For each enclosed attic space with a maximum vertical height greater than 30 inches, provide a minimum of 22 x 30 inches attic access. (CRC R807.1) 25. Bathroom or service room minimum window areas shall not be less than 3 square feet and 50% openable or, provide a mechanical ventilation system exhausted to the outside capable of providing 50 cubic feet per minute for intermittent ventilation 25 cubic feet per minute for continuous ventilation. (CRC R303.3) 26. Provide cross ventilation for attic and each enclosed rafter space as specified in CRC Section R806. 27. The total net free ventilating area shall not be less than 1/150 or 1/300 when a Class I or Il vapor barrier is installed on the warm-in-winter side of the ceiling. (CRC R806.2) 28. Show exterior wall construction assembly. A minimum of one layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt shall be applied over studs of all exterior walls. Specify that two layers of Grade D or 60 minute Grade D paper shall be applied over all wood base sheathing. (CRC R703.2) 29. Specify a minimum 0.019" (No. 26 galvanized sheet gage) corrosion-resistant or plastic weep screed located below foundation plate line and 4 inches above grade on all exterior stud walls or 2- inches above paved areas. (CRC R703.6.2.1) 30. Submit engineering calculations for vertical and lateral loads prepared by a registered Civil, Structural Engineer or Architect. Additional Structural Corrections may apply. 31. On the drawings, provide Nailing Schedule in conformance with CRC Table R602.3(1). 32. Add note on foundation plan: All hold downs must be tied in place prior to foundation inspection. 33. Specify size, spacing, ICC number and manufacturer of power driven pins (not permitted on perimeter footings). (2308.6) 34. Provide a minimum of two No. 4 bars at top and at bottom of continuous footing. 35. Specify that foundation sills shall be pressure-treated or foundation grade Redwood. (2304.11.2.2) 36. Show location of underfloor access crawl hole (18 x 24 inches). (CRC R408.4) 37. Cross reference all calculations for joists, beams, shear walls, etc., to framing/floor plans. Page 5 of 5 38. Detail the shear transfer connedions which tranlfer lateral forces from horizontal diaphragms through intermediate elements and shear walls to the foundation. (1603) 39. Detail how the interior shear walls are connected to the roof/floor diaphragm(s). (1603) 40. The City has encountered a large number of inspection problems arising from a lack of specific framing details. The following listed items are required to be shown on the plans (CBC 107.1): - All plumbing walls are to be framed with a minimum of 6" studs. - Double walls used as plumbing walls are to be a minimum of 8" wide and no "flat" studs permitted. Staggered studs are acceptable. - Permissible notching and boring of joists are to be shown on the plans and shall not exceed CBC Sedion 2308.10.4.2 allowances. - Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40% respectively. Bored holes in bearing/nonbearing walls shall not exceed 40%/60% respectively. In no case shall the edge of the bored hole be nearer than 5/8 inch to the edge of the stud. (2308.9.10 and 2308.9.11) - Header and trimmer details for doors and windows are to be shown with full length trimmers, specifying the size of the header and trimmer. (2308.10.4.3) - All framed buildings which are required to be designed by an engineer or architect must be signed prior to submission into plan check - All stud bearing walls are required to comply with the minimum requirements for load bearing walls. Show location(s) and provide typical construction details. (2308.9) 41. Clearly identify all design assumptions & load criteria on the plans. As a minimum: - Dead Loads of roof/ceiling, floors, exterior/interior walls (R301.2.2.2.1); - Live Loads for roof, attics with limited storage, attics without storage, habitable attics and attics served with fixed stairs, floors, and balconies/decks, and stairs per Tables R301.5 & R301.6; - Wind Loads per Section R301.2.1 and wind exposures per Section R301.2.1.5; - Seismic Loads per Section R301.2.2; - Local Jurisdiction Design Criteria per Table R301.2(1) 42. Revise electrical plans to show receptacle outlets so that no point along the wall is further than 6 feet from an outlet. (CEC 210.52(A)) 43. At least one outlet to be installed at the front and rear of each dwelling unit. (CEC 210.52(E)) 44. Correction is ready to pick up at the counter. Please see additional corrections on plan and calculation. Additional corrections may follow when revised plan resubmitted. REVISIONS f: CarAt:4¥4*f* .' 1 001 I i BY 6_.!. - thrANg,*9. o (1 1§St Afl ,+ E{fo,312/s*Kbt To The Following Approvals:methods of construction ' ;7.building pe'rmit; however, ait materials and, (* i] Plat ning Department otha plans fequires a . /, necessary to complete the project afe not necessarily described in ,1 '7${ .W ,/ , t fl\91 44 /0 70 94 ST 2 66 Department thts set of plans. The implementation 'l , 0, ,1 3 0 i Ownedcontractor (General Contractor and Suboon:ractors) thoroughly6 ke.AGres 090 94 9-7 /#olice Department ,knowledgeable with the applicable building codes and methods of .*,r· I 2 1 Pub ic Works Agency ; afe not intended to specify particular .-/€0. , construction. The plans and general 1 notes delineate and describe · To *rk-L - Lavern (45 0 52 97 L»» 9 of materials and general methods of Qonly locations, dimensions, types . assembling or fastening- They DILINE,44 AN*lk) i , 2692 - sp 1=TLd Grading Permit of any specific -material: product or 7-products 0, other methods method.e, -U Coulty of Orange Helf?it{..feiitnerV -:2 -Ln ,-4 1 , OSHA 6 444 6 - i 0 +O-3 Plain -- en 01 lool District -3 1 1 L.-1 Park= Accluisition and Develooment W .-4 ANY ERRORS, OMISSION OR DISCREPANCIES OCCURRING WITHIN THESE DOCUMENTS REQUIRE IMMEDIATE WRITTEN NOTIFICATION TO THE DESIGNER, OWNER OR CONTRACTOR. PROPER IN.STRUCTION SHALL BE ISSUED PRIOR TO PROCEEDING WITH ANY SUCH WORK This sat of Blans is sufficient to obtain a . 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Carbon monoxide alarms combined with smoke alarms shall comply with both sections R314 andToT#L 604.erL 2060 44 FT „ (696 Co„: La-0124J 9 *4 K:*-,Xa . section R315, all applicable standards, and requirements for listing and approval by the Office of ..r4100 64 ® »46« taskk.,., t« KA tibj te< AUE,/6 (5 9-7 the State Fire Marshal, for smoke alarms.4 60421 @ tz,9+41% U-re«A .82 Felet t /3 - within a sleeping unit the alarm shall be interconnected in a manner that activation of one alarmWhere more than one carbon monoxide alarm is required to be installed within the dwelling unit or shall activate ail of the alarms in the individual unit. gET t 0 \\ 1 21 433 f ft A IAB '50©119 I ; 1 4 ..., ELECEi 131RFEE 0.-0 9 0 -0.1 /1 3 ower compartments and walls above bathtubs with shower heads installed shall be finished withsmooth,nonabsolbent surface to a height of not less than 72" above the floor. (CRC R307.2) ,(i> Bathroom or service room minimum window areas shall not be less than 3 square feet and 50%---A.---------=--9' openable or, provide a mechanical ventilation system exhausted to the outside capable of providitigLJr.--1 +Bettely- 1 - 273044 b L. 9 50 cubic feet per minute for intermittent ventilation 25 cubic feet per minute for continuousft- 44 ventilation. (CRC R303.3)lu\Ell €)4 1 4 4 rewit>g 4 °4 *Mel 46 rn - O =! i 1 9 t>ED 2 l.-4 1 1 713 547 , 2 t: 1 9 1 I Cy'RY. €) 1 :. 1 44 1 L ,CM) 4€k 51.4 3 1227,-0004 7 Aven flowD U A.L *'Ace- WALL ATi'z-lerric- 1 891411 0«*130 6 ALARA 1-0 '11 efl ,{W >- -tht_ t d.l>NN d y M 1 +J.CLK'k€ 49 10 M f dh 4 ViA SL WALL LewEAD t UORIPPV0 ,-3 1* .-LA'AD,4 -10 4 W U./ i 7*' -4-=E: - t. - - i>===BEE•waR---72&11*-&4 1 /1 52<4147-0 hi G <W................"- 4%94 7 .---„W- --all.Pan-(31.-\20f (ipl - -Ok? 1tnrkL /'n ,/6 4 , ·9¢ 1.74:arrl.0, - -#- l.-r , $ 4-8 Acli rA/-j +5- r , /-TA 16 F #2 0.12:r 4 R ALL . 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MIN. PROVIDE 1*6 LET-IN BRAG (IF NO SHEAR WALLS OCCUR) 0 60 MAX. 0 45° MIN. W/ (3) 8d EA. END & EA.16d 0 24" O.C.FACE (3) 16d E.N.STUD BRACE EA NAIL TYP.CORNER 0 25' O.C. MAX. PROVIDE 2X FIRE 2X TRIM'R &(2) 16d E.N. KING STUDS BLOCK WHERE WALLS TO 2X SILL O JAMB TYP. EXCEED 10' H. & AT ALL CL'G & SOFFIT LINES 2X STUDS O 16"0.C. 2X P.T.D.F. SILL PLT. (2) 10d T.N. 0 W/%" DIA. ANCHOR EA. SIDE STUD BOLTS W/ 7" EMBED'T TO PLT.PER FOUNDATION PLAN. PROVIDE A. B. 0 6'-0" O.C. & 472" MIN. / 12" MAX. FRM. Sit.L END EXTERIOR BEARING WALL FRAMING --F - BORED HOLES MAX 40% OF STUD WIDTH e BEARING WALLS. 60% MAX. e NON-BEARING WALLS. %" MIN. NOTCHES- MAX. DEPTH 25% OF STUD WIDTH O BEARING WALLS 40% MAX. o NON-BEARING WALLS. STUD 1 OF STUD 2X4 2X6 2X8 1 NOTE: NOTCH & BORE 4 NOT TO OCCUR ON SAME STUD WITHIN 36" OF EACH OTHER. BORED OR NOTCHED STUDS NTS OUTER 1/3 MIDDLE .1/.3 OUTER 1/3 AT TOP OR BOT NO NOTCHES AT TOP OR BOT ALLOWED U.N.O. 0 toi1 1 /01 OUTER 1/3 MIDDLE 1/3 OUTER 1/3 NOTCHING 1 ' OF SPAN OF SPAN 2 OF SPAN- ONLY 1 AT TOP OR BOT NO NOTCHES AT TOP OR BOT ALLOWED U.N.O.SHEAR W MARK WALL TYPE LfRLILLL13 74* STUCCO OVER PAPER BACKED LATH W/16 GA PLATES, EDGE OF SHEAR WALL AND ON FIELD (IC( 61&01 10 BELOW. BORING 1412. PLYWD STRUCT i PLYWD OR O.S.B. W/ Bd N# BORE DIA.FIELD TABLE 2306.3 2010 CBC, 2009 IBC NOTE MIN.2" PLYWD STRUCT 1 PLYWD OR O.S.B. W/ 100 N FIELD (TABLE 2306.3 2010 CBC, 2009 IBC) NOTE 104* PLYWD STRUCT I PLYWD OR O.S.B. W/ 8d h 2*6 2X8 2*10 2X12 2X14 A FIELD TABLE 2306.3 2010 CBC. 2009 BC NOTE OF JOIST i 1 052" PLYWD STRUCT I PLYWO OR O.S.B. W/ 8d NA TABLE 2306.3 2010 CBC. 2009 IBC NOTE 1, 3,5 932" PLYWD STRUCT I PLYWD OR O.S.B. W/ 84 NA TABLE 2306.3 2010 CBC, 2009 IBC NOTE 1,3,5 BORED OR NOTCHED JOISTS 42" SmucT i PLYWD OR O.S.B. W/ 1Od HAILS O NTS A 3X STUDS TABLE 2306.3 2010 CBC. 2009 BC NI WAT're• 1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 5. FR 3-*ICI BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES RED. 9 & 10, AND 3X SOLID BLOCKING FOR WAU TYPES 11. 12, 13, & 14.6. WHI WALL 2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED EITHER mut, MANEL Juint!, DMALL em Urrpt# iv PALL 1 ....TO 80TH SIDES OF WALL, DOUBLE THE NUMBER OF ON DIFFERENT FRAMNG MEMBERS OR FRAMING SHALL 11. USE COX. CC OR STD SHTG IN UEU OF STRUCT HBOLTS. BE. HALF THE 0/C SPACING)BE 3- INCHES NOMINAL OR THICKER & NAILS ON EACH PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHERSIDE SHALL BE STAGGERED.SPEOES MAY REQUIRE CHANGES 3. USE 3X PRESSURE TREATED DOUGLAS FIR SILL Scale 1/£.1 L g 7. ALL CONTINUOUS EXTERIOR FOOnNG TO HAVE 4£ XPLATES AT FOUNDATION (CONC, SLAB ON GRADE ONLY 100 A.B.*S O 48*O.C. UNLESS OTHERWISE NOTED ON 12. AT EXISTING FOOTINGS USE SIMPSON *SET-XP" . NOT RE® O RAISED FLOOR FOUNDATION)PLANS.EPOXY BOLTS PER SCHEDULED SILL BOLNNG,EMBEDED 8". PER ICC# ESR-2508 WITH SPECIAL INSPECTION.Drawn < 6 G 4. PAPER BACKED SELF FURRING EXPANDED METAL 8. AT 3x SILL PLATE USE (2) 20d BOX END NAILS ATLATH *1TH ICC APPROVAL la PERIODIC SPECIAL INSPECTION REQUIRED ON WOODSTUD TO SILL PLATE CONNECTION IN UEU OF (2) 164 SHEAR WALLS WITH NAIL SPACING LESS THAN OR EQUAL Job NAILS PER LINE 8 OF TABLE 2304.9.1 (ALT: PROVIDE TO 4* O.C. SiMP. A34 AT SILL TO STUD) Sheet 2& 01 66 sheats m r 5 4 .. :A , i . 0 , A m r m m D D I..0 - ppoll El D .m- .0 00 A D 0 :0 . 24 X 36 PRINTED ON NO. 1000H CLEARPRINT® NAILING SCHEDULE CONCRETE & (2010 CBC TABLE 2304.9.1)1. UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHALL BE TYPE V WITH A MINMUM COMPRESSIVE STRENGTH OF 2500 PS! IN 28 DAYS. WATER-CEMENT RATIO OF 0.45. CEMENT SHALL CONFORM TO AS.T.M. CX-150 FINE & COURSE AGGREGATE THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED. NAILS SHALL BE BOX SHALL CONFORM TO AS.T.M. C33.POST PERL ; iNES KAL »fltu-PLANOR COMMON WIRE SPECIFICLY DETAILED CONNECTIONS SHALL BE NAILED WITH (4x MIN.) 6'111 6 (t L A-76 €*147&COMMON WIRE NAILS. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED REINFORCING STEEL SHEATHING CONNECTIONS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN 1. REINFORCING STEEL *3 AND =4 GRADE 40 -5 ANC) LARGER GRADE 60 PER i L. 92· ILL. Adle.4, 5#AACTEDIS FLUSH WITH THE SURFACE OF THE SHEATHING. f 2 A.S.T.M. A615.FASTENERSpy ag. 22SkrA D /4 f >PER MANUF. JOISTS OR RAFTERS TO SIDES OR STUDS , flU_ '041 teKy ser,0 - XY2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING OF REINFORCING- 1 11 BARS. TOP OF8 INCHES IN DEPTH OR LESS --------41....t---------*1-=-*------------3-16d FOR EACH ADDITIONAL 4"DEPTH ADD-----------------------------1-16d 3. BARS NOTED AS *°CONT -TYPICAL WALL REINFORCING AND VERTICAL COLUMN RE*1 c.c.* -6.4€ 1602) i 4(€C-\AL CONC. JOISTS OR RAFTERS AT ALL BEARING INFORCING SHALL HAVE A MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN MASONRY 1 +Pre>91' 9-A1TOE NAIL EACH SIDE ----=.4.----------=-=-0.------------=-8.--------3-ad OR 40 BAR DIAMETERS MINIMUM IN CONCRETE. STUDS TO BEARING=TOE NAILS EA SIDE ..1---4.--==--1.....1.-----10--=11=m-2-8d :"61 <NE'tivf·; C A 13(%-to -4 S .>/ U '' r:* --4. REINFORCING SHALL BE SPLKID ONLY AS SHOWN OR NOTED. OTHER SPLICESBLOCKING BETWEEN JOISTS/RAFTERS TO THE JOISTS/RAFTERS TOE NALS EA SIDE -*-#.--*.----*=-*--**#--2-10d SHALL BE APPROVED BY THE STRUCURAt. ENGINEER. { ---. FROM BLOCKING TO BEABNG TOE NAILS EA SIDE-*-=-=--------=---- 2-10d 5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGEREDBLOCKING BETWEEN STUDS : 4 FEET UNLESS OTHER WISE NOTED. fil 1 AT FArw rhin-Tne .A. e_-_-___ t\ Tof 9 6*101-4 2 ti) FONT{ +14 fooD CUC Al'Ulk;r 2-10d END NAILS -041 - -*----*1==•01-mo=m»--0--m=.,m.....,......a--*#-**I„*,-*-------2-16dl PROGRESSIVE BLOCKING RAF TER TO BLOCK & BLOCK TO CONT. NALER ...=--------al.--------2=16d MUL TPLE STUDS {STAGGER NAILS ON STUDS WIDER THAN 4-) -- --,0-= - -*---0.-e=-00----60 0 24"OC RIBBON TO STUDS 1x RIBBON ---=-0-8.0.4 -- ..... .1 - S. =--m---,0.---------t=#»=*------=------=-2-8d 2x RIBBON -* ..... - -...8,--m -= = -- m...= -- .=----= m.== 00- -* --- =--m- -1.0- ----2-16d DOUBLE TOP PLATES 2*16d 4 UPPER TO LOWER PLATE -m--- ..0 ---==0.--- -1 --am-.=----m.¥.1.-0.=*----=---16d . 16"OC AT SPLICES (48-AN) ON EACH SIDE 8-160 - UPPER TO LOWER PLATE ; AT INTERSECTIONS a. .0 02 - i. - .-=--1.-==-'.1.--*=11.-*.-0.-..........1.- 10. = 0%, - - - -8-16d CEILING STRIPS lx4 PER BEARING<STRONGHOLD TYPE)=-0.-----*-=--4.-==01.........1.4.- * 0.3-8d 2*3 PER BEARING<STRONGHOLD TYPE) = - = - =m * * * w, - m ,= - m *• m arm- m - m = - * m. =1- 16d PLYWOOD NAILING(SEE DE TAILS &/OR SCHEDULES BUILT UP BEAMS .0-*--===--*mt -- = ....2Od • 32"OC T&B STAGGERED 2-200 0 END lx6 LET-IN BRACES,EACH BEARING.-=--*----=-==--------··-00·=-----=2-8d (PRE -DRILL HOLES FOR NAILS) 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BENAS THE SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. 7. ALL REINFORCING.ANCHOR BOLTS.AND OTHER INSERTS SHALL BE SECURED IN PLACE PRIOR TO PLACMENT OF CONCRETE OR GROUTING OF MASONRY. 8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE BELOW GRADE (UNFOR,ED) --.0 -- m .0.- --- ---- ---- *- -- *30* CLEAR BELOW GRADE (FORMED)-00.---*----4.-1.1--1.--==-m-----2" CLEAR WALLS .....0.-- .- ---* -------=-=„.4.--- .010. g. -9.- 1.0.--=-1.-m r CLEAR COLUMNS ......4...............a-*=----==---===....1.5*'CLEAR * BEAMS AND GIRDERS ----e-------- ..11 30* - .1 - =---8.-*-=--*-1.5"CLEAR STRUCTURAL SLAB (ABOVE GRADE)-=--*.-am--1.4----*il 14"CLEAR 9. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE RE-BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. FOUNDATION NOTES GENERAL 1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER 2010 C.B.C. (90:0 RELATIVE COMPACTION MINIMUM. 2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF 9 PLYMi CONCRETE AND SHALL VERIFY THE SOIL BEARING PRESSURE TO BE 1500 PSF MIN. OR PER THE SOILS REPORT. REVISIONS _BY 1 *..3£**49*t¥t 1 *VTLSCHEDULE i i :*afpt ' 4, 9'2"f 1 MIN.TYPE THRD. MIN ,k4595 de A CAt»Att* . SCREWS 004.1ROD DIA POST *4. DIA)4{ (91 19 . t i igir HDU2-SDS2.5 %4x4 6 9" HI)U+SDS2.5 %" 4*4 10 9. HOU5-SDS2.5 %" 4x4 14 9" SIMP. HOLDOWN PER PLAN.HDUS-SDS2.5 *4*4. 20 9" %" 4*6 20 900 . NOTES: 1 CONCRETE• ft 2000 PSIMIN. 2. FOR RAISED FLOOR FON. EXIST. OR USE LONGER BOLTS OR USE Lf) NEW SU PL.SUP. CNW COUPLER,TO EXTEND i A ABOVE FLOOR SHEATHING.O " MIN.WHERE 3. MIN. EDGE DISTANCE. 1-94".m STEM OCCURS 4. BOLT/ROD MATERIAL: 0ASTM A307 U.N.0. iDRILL HOLE 091 4 x74**D LARGER LU THAN BLT. DIA Ai i -:/'33 w ..t' 5 N 11 Z 0 e 4 4 1 MIN. i• PER PLAN 0* P.T.D.F. ATE *, SH T #POST PI PLJ E.N. LTP4 0 16"0C VERIFY)- F.G. ¢Ii Xw 1 //L--- 477,6294 CP 00 ¤ R W 1 -1 i N (D LA rt/Of m CoTHRD. ROD W/ ,5 /2 UJ SIMP. SET-XP U EPOXY PER I G 4 No. 35217 ICCI ESR-2508 1%\ 4 oak- 1 1.U (D L 1 LitiDEfES i A t»W/ SPEC. INSP.\6\a. 2 -1 V+SE .O -01 ... It,\ A \211\ ted[\Als Nt;2 0., fo =C=a,% 4 1-41 -rig UNCO O 3 c , 04 bo OU, .C .I) 1 HOLDOWN @ (E) FTG. - EPOXY .2 2 c .t'5 21 3 .My co I »%«1 i HOLDOWN Ove -SMEAR WALL PER PLANS - 1>LAM ..ACROSS 01RAFTERSCE) 2X SILL PL On O / *h V 6 -21 3. SLAB ON GRADE: 4 INCH. CONCRETE SLAB WITH 03 0 24-0/C E.W. • CENTER OF i RAFTER L CE) FLR ER M .A t SLAB OVER 2 INCH. OF SAND OVER 6 MIL. VISQUEEN OVER COMPACTED SOILS U.N.O.SIMP A35 PER PLAN FRAMING NOTES 14 m UEA. SIDE 4. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A9 PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER PERMIT.S ,-4 rl /> adm ' Z N FRN,ING SHALL COMPLY WITH CHAPTER 23 OF THE 2010 CBC 1 5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL BE AS FOLLOWS: , u 2x BLK'G CONT.i FRA-G-GENERAL %" DIAMETER ANCHOR BOLTS WITH 7'0 MIN EMBEDMENT IN CONCRETE WITH SPACING jNO GREATOR THAN 4 FEET O.C. NOR FURTHER THAN 12" FROM CORNERS (MIN 2 OR RIM JST 0 H1. USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS UNLESS j -Ztf 0- m C NOTED ON PLANS. BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SMEAR WALL SCHEDULE FOR 9 4155 1 1FURTHER BOLTING REQUIREMENTS.2. ALL POSTS SHALL HAVE SIMPSON "PC- CONNECTORS AT TOP AND SIMPSON **eC" * Ale 1.BCO" CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS. -6. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. WALL THICKNESS3. ALL CONNECTING HARDWARE. JOIST HANGERS. TIE STRAPS ETC. SHALL BE SHALL NOT BE PLACED IN STRUCTURAL CONC. UNLESS SPECIFICALLY DETAILED. SEE iMECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES.SIMPSON "STONG-TIE" UNLESS OTHERWISE NOTED OR SHOWN ON PLANS. £ L CE) FLR(FIELD - --'PER PEANFRAMING.WALL ACCESSORIES. El'C.iR . ,£ CE) SILL5 PLT. 1. SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS (UNLESS 7. PPES MAY PASS THRU STRUCTURAL CONC. 94 SLEEVES.BUT SHALL NOT BE EMBEDDED THEREIN.OTHERWISE NOTED ON PLANS):&: J 2*4 0 16*OC {BEARING WALL) SUPPORTING A MAX»AUM OF ONE 9FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET2*4 0 16*'OC (NON-BEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET 8. PROVIDE h" CHAMFERS AT ALL EXPOSED CORNERS.ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET. 224 0 16"OC (BENONG WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A i24 016"OC (NON-BEARING WALL) MAXIMUM HEIGHT IS 20 FEET 2. RAKE WALLS AJOACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. DOUBLETOP PLATES SHALL ALWAYS BE SUPPPORTED SY A ROOF OR CEILING DIAPHRAM. NOTES: ¢CLEAN OF DEBRIS) 3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLT. AT ROOF FRAMING A DRILL HOLES PER MANUF. SPECS. *307 THREATED RODS W SIMPSONSHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR TRANSPER ,5%1 2% 41 :TYP. RIDGE BOARD DEL 5 Id (E) CONC. FTG SET-XP EPOXY. ICCe ESR 2508 THRU CEILING OR SOFFNT FRAMING.4 C. SPECIAL »SPECTION REQUIRED 4. SEE FOR ALLOWED BORING AND NOTCHING. 5. DOUBLE 2* TOP PLATE SHALL 8E LAPPED 48" AT ALL SPLICES AND SHALL OVERLAP AT CORNERS.-1.- 1- s YL / 4 1 16. WALL BRACING SHALL BE PROVIDED PER 2010 C.B.C. {2308.9.3) PROVIDE66 LET-IN BRACNG {e APPROX. 45 DEGREES} EVERY 25*IN ALL STUD WALL NOTSHEATHED. BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE.=le f FRAWNG-ROOF 1. ROOF SHEATHING (MIN) 9:2TANDARD PLYWOOD PANEL INDEX NO. 24/0 WITH 1 - 9 Kt <i€-1 LitiG L EXTEROR GLUE. USE Sd S AT 6-OC AT ALL EDGES. BOUNDARIES AIVD S•EAR WALLS & 12" OC FIELD. NO BLOCKING S REQUIRED UNLESS NOTED ON PLAN.494 i.0 21 1{ 6/0 1 r-*9 Tb Tor f'Prit2. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOSTS SHALL 8E DOUBLED AND SUPPORTED BY HANGERS PER CODE.D FRAMING-CE:LING 6(NY HOL 1/6 1152, i :? (PER 2010 C.8.C. TABLE 2308.10.2,%O- 1 CEILING JOSTS SHALL BE 2X6 •16"O.C.(MAX· SPAN•15'-9")2. CEILING JOSTS SHALL BE 2*8 016-0.C. (MAX SPAN•200-99·. FRNAU€-JOSTWRAFTERS *8„ 63 6 50 - 1. SEE DETAL FOR ALLOWED BORING AND NOTCHING ,////i 2. WHERE THREE OR MORE (MULTIJOISTS) ARE. USED THE JOISTS SHALL BE BOLTED 1 - 1%4 1-of-*90 hur *el.:( c i-*2 LAYE124 4 *1060TOGETHER WITH 'h" DIA MACHINE BOLTS Wk WASHERS AT 24"OC STAGGERED. BLDG. PAPER, 9 t N .-r--f¢86 9/0,4 %*97 4 336 51\EM*4'U AG; 92224 pot ·r*64- P.T. D.F. SILLOR USE SIMPSON ST 2115 0 48 INCHES O.C. 9,1,244* 11% A« 4. CROSS BRIDGING OR 2X 8LKG.SHALL BE PROVIDED 0 8'-0" 0/C.MAX. FOR ALLJOISTS AND RAFTERS MORE THAN 800 IN DEPTH . 94-4 8 C 96199 3- · 5. 2* SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL WEEP SCREED 26 GA2 - 2.X C j AUGAED 1 HOLES & A 392"SUPPORTS.FRAMINGBOLT*G GAL¥. ¥11. W/ WEEPI*Ti'22.1 HIGH NAILING FLANGE 1. ALL BOLTS BEARNG ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT. SEE /SCHEDULE I 2. ALL BOLTS SHALL BE RETIGHTENED. PRIOR 'TO APPLICATION OF PLYWOOD,PLASTER ETC.- 2 1 4 V *I=-1 3. HOLES FOR BOLTS SHALL BE BORED 1/32- TO 1/16" LARGER THAN NOMINAL BOLT 04 4. T6/80 Adc.4/6DIAMETER.HARDSCAPE 52 X 1 ft-f 6\ b V HARDENING VINYL CAULK 00 LUMBER n CONTNUOUS NON Li 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH OF THE FOLLOWING GRADES UNLESS 1 / (3) BEADS OR r WIDE762\ 4]16T VIJ# -OTHERWISE NOTED (MAX MOISTURE CONTENT SHALL NOT EXCEED 19% & GRADED IN STR]P ACCORDANCE WITH THE WEST COAST LUMBERMANS ASSOCIATION.) A 1- t C. 3 D d2 L MO f{ 3 C- 1,4 l f 0 6n M C OU RB REPETATIVE USE MEMBERS JOISTS & RAFTERS 2*4 TO 4x4 INCLUSIVE----*---------------=--------- 2„6 TO 306 INCLUSIVE .6=.....=m, =*--0.--- ---- -=* --I - 0. = - NO.2 7 NO.2 NO.2 STBA{Y TLE Q: SINGLE USE MEMBERS it */2, 01 48 " 44- BE#FC,(It'HeLY . Idc *Lj 1-2-49 (*ill) 4 14(2 9-4 1 0 6 3 (30646:T fLE-(2 -41=,,-v) Z- £ AN 0 0 k MoR-BERE\Al WALL 44iBEAMS STUCCO SCREED5 6x OR LARGER .....=-*...............=.-=--=.....0.---NO.1 POSTS & MULLIONS 4*4 & SMALLER 4.-=-- =-= ..4.- ......==.4..............0.-- NO 4x6 & LARGER ------------------------------------NO.2 6XS & LARGER NO.1 N 6 th .1 1. FINISH GRADE N.T., 2*' 6'* S.3 Date Scale Drawn Job° MISCELLANEOUS LUMBER BLOCKiNG.FURRING.ETC.-------------------------=---NO.3 2. ALL WOOD BEARING ON CONCRETE OR MASONRY ]F LESS THAN 4 FEET FROM GRADE SHALL BE PRESSURE TREATED DOUG FIR. Sheet 3. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-95 24 X 36 PRINTED ON NO. 1000H CLEARPRtNT® Of i Sheets $ t -9:12-@=m=em--mz-222=-2**&d*2?i€Rm&NEEm%C*mKEal08atMamaS@FaN!mfti8BNDi22%Em@2 . ----*-m------------------------ --- if \.Resident*1.Additions-_ - Site Address:-.Enforcement131t' 1\6 LIA 4 General Information _C=12:ima_6.22{Il-&4_ 8 Building Type'Single Family O Multi Family Circle the Front orienwion:N,E,SQiDegmesa-7*296-11-anditionedyloor*reavyiddidonTRewAIiditi3im:-MIEstiianorequalio-li61?I--1 NOTE: For Atterations to an existing home, submit a completed CF-IR-ALT Form. .fation:faillmlimMEN!!21!£22!Efitoserveiheadlitionbehcludedon,!lie££12.-ARD.E=EPRESCRIPTIYEENMELOPE-REQUIREMENISERBARRITIONS For :tagdmimgdmd.&mblim.In§ming.th*.Caxill.8:Yallm.Ralb• For 100 fi additions; the Proposed values must be equat or greater than the Standard column or whin indicated when using Package D, "Pkg D". Enter vatites in the shaded Proposed Columns, • For less than 1,000 f? additions must comply with "Pkg D" requirements unless indicated in the Standard Column. To meet "Pkg D" minim um =energlam2929£*ilqjimme!&2EJEM-AREM&1-lable 151-C or §152(b) in the RCM Enter va .. osed Cohonns. Size of Addition 100 ff or less Less ala 2 L__Fom onent Standard Pro osed Comment Standard Pro osed CommentL..aling Insulation R-19 Minimum Pkg D -30 Table 151-C L waille!®on R-13 ' Minimum R-13 .f Minimum _22*sulation R-13 ..4,#wa,101 Minimum Pkg D Table 151-C U- U- U- U- Enter Values From factor SHGC factor SHGC factor SHGC factor SRGe "FerestrationFenestration 0.40 Pkg D Entcrues _340_ Pkg D (4 C),Proposed Areas" Noe 2 of 5 "Fenestration Addition Alonei 96 0 "Addition Allowed Enter Values From1 Maximum GHazing 50 R' 2 ie proposedAreaAreas" For West-Fac#*2 Fenestration Areas"Pa e 2 of5 0,·ientationz,Page 3 €5 Radiant Barrier N/A Mcg D Table 151-C Roofing NIA See Roofing Products Below Pkg D See Roofing Products Below OPAUFFSERFACEDETAILIZZICErredportionedoiMasF2---SUII:EnstruedcA B C DE EZIZIKE Prgposed ee..Ote 1 Standard I Values From JA# TabltFram1-TRIZEIGET-----1--1----T-¥223--Foontinuou.Tag/Assembly Name Material I Spacing, 1 U- 1 JA4 Table I Cavity Insulation ID' 9£1*E-.----,an43&2_-__29%rl___.&22£R-Value EL nting for Continuous blsu/ation R-vable, see Page JA4.3 and Equation 44. For calculatingfum Registration Number: -Registration Date/Time:-HERS Provider: 2008 Residential Compliance Forms March 2010 Kency: # of Stories D Area Removi M 1 Date: /! Date: LILLI '16 Propo (Tabl 1 3 rm 1-,-2jf i. 1. 1 nterior or 10 Jolax 12487 uowleinsu 3 0 Final U!2!221!2111 m Table below. 1 ; 1 JA4 1 pr8pse Assembly i AsseinblyCell.Yak24-kIEELI 1. Ft a} ?d walls we the Mass and 2. E, 3. A< Sf 4. Si 5.0 0 40 01 0 01 00 Note: Forfurred assemblies, accow lue* SRI5 ¤4 0 4 0 4 0 01010 0000 0 0 010 * dweliing DHW heaters must be to the building, an electric storage in from the DHW heater to {he External Tank ·gy Factor or Insulation nal Efticienc R-Value' lie Prescriptive requirements do ce:CFAR ADD Residen#21*Witions (Page 2 of 5) Sitilddress· Enforcement Age-----7-5277-----L_11/1-_-5446*tid,LLL_-__1_.______LiEN-/3 l. For Tag/ID indicate the identication name {hat matches the building plans. 2. Indicate the Assembly Name or type: Roo#Ceiling, Walls, Floors, Slabs, Crawl Space, Doors and etc...indiaate in coiumn G the Frame materiatand Size: For Wood, Metal, Me{al Buildings, Mass, enter 2x4,2x6, or etc,.. see JA4 for other possible frame type assemblies. 3. Enter the thiekness for mass in inches or Spacing between framing members enter; 16"or 24"OC; or Otherforall other assembly descriptionsuch as Concrete Sandwich Panel, Spandrel Panel, Logs, Straw Bate Panel, and etc. 4. Based on the Climate Zone; enter the equivalent U-factor found in JA4 Table based on the R-Value from Table 1 51-C 5. Enter the Tabte number that closely resembles the proposed assembly. 6. Enter the R-vajue that is being installed in the wail cavity or between the framing; otherwise, enter "O". 7. Enterihe Continuous Insulation bvatue jor theproposed ass€mbly; otherwise, enter «0". 8. Enter the row and column ofthe U·factor value based on Collumn F Table Number and enter the Assembly Udactor in Column J. 9. The Proposed Assembly U-factor, Column j, must be equal to or less than the Standard U-factor in Column E to complh fiERRINGSTRIPSEENSTRUCTIATAEFEFORMASSWALLSONLY r--wn=ng TIEry-T-T-T7-r7-r--L--M1 Proposed properties of Masonry and Con.....Added InterioriFiNieriorinsuiation 1 , Walls From Reference in Furring Space from Reference Joint Appendix Table 4.3.5,4.3.6,4.3.7 .Inint Annendir TAble 4111 1 1 110 1 . O 1 9 2 Assembly j Mass Name or 1 JA4 Table f @ i mickness'- 1 Tvn/Nityntwj <S 1 4h.w 1.-tdicate the Mass Thickness from Reference Joint Appendix JA. 2. Indicate th¢ Assembly Name op type: Roo#Ceiling, Walls, Floors, Stabs, Crawl Space, Doors and ete..,Indicate the Frame type and Size: For1 Wood, Metal, Metal Buildings, Mass, enter 2x4,24 orete. see 144 for other possibieframe type assemblies. 3. Enter the Table number that closely resembles the proposed assembly. 4. Enter the row and cohonn of the U-jactor value.1 3. Enter the Effective R-value listed in the 144 Table Number. he Final Assembly is calculated by using Equation 44 or Equation 4-4 of the Reference Joint Appendix JA#. Enter the value in Column L.Emi.&£!ELdESkizilesEL,ENE.&22ZL!1!kiesas.§=&122!2!!U22.hal=aL.-__...._....._....__.___.__ NESTRATIONPROPOSEARES Fenestration 13/pe and Frame (North, East,ProposedAreal Maximum Maxitnum NFRC or (Window, Glass Door or Skvlightl South, West) 1 (ftz)U- factof' 3 1 SHGC1114-Default Valuess 11_61**El9&18,1-Zinal:-I-- L/S-' €2/ 2 1 i C O t, 1- 23»RE-1 _L_L___1_Total !*4-3 mestration area is the area of total glazed product 0.6. glass ph,s.frame).-Ficepilin.Whemadoorfiessman3%2iass.fhefenestration·ea may be the glass area ptus a '2 inch frame " around the glass. lier value from Component Package D Requirements in Table 15]-C, ctualfenestration products installed and as indicated in CF.6R-ENV Form shall be equivalent to or have a lower U-factor and/or a lower1GC value than that spe¢ified on the Fenestration Proposed Area table above. tbinit a completed WS-3R Form if a reduced SHGC is calculated with exteriorshading. a licable at this sta e enter "NFRC" or NFRC Certi ted windows or CEC "Default"values oundin Table 1 16-A or B. Registration Number: ---_--_ Registration Date/Time: -HERS Provider: -2008 Residential Compliance Forms .March 2010 (Page 3 ofjil i 1-3ite-Address:EiiforeementAgency:i i & 11 t AG AdL c A 1 ADDITION ALLOWED FENESTRATION AREAS ABC UJUIL F :dz j Allowed Art *sed Am Maximum I Addition I (A x B)e Above1 M 1 of CFA 1 (C + D) i Tomi Fenestration Area' 1 I. 5 1 0.20 1 -0 llc-1 1. West Fenestration Ana in-EludeivesM of)#lights and any skylights with a pitch less than 1 : 12. 2. Glass removed to make way for the addition. 3. For additions less than J,000 ff the standards allows giazing removed during the remodel to be added to the giazing area allowance. Th€ maximum allowed glazing areafor the addition is the CFA x 20% + glass removed to make wayfor the addition. 4. In climate zones 2, 4, 7-15, no more than 5% ofthe CFA is allowedfor west-facing glazing plus west-facing glass area removed to make way forthe addition. The maximum allowed west-facing glazing areais the CFA x 5% + west-facing glass removed to make way for the addition. 5. To meet com liance, the Pro sed Area must be less than or e wai to the Total Atiowed Area or BOTH the Total and West Fenestration Arec ROOFING PRODUCTS (COOL ROOFS) #151012 Check applicable box below if the roofaddition is exempt from the roofmg product "Cool Roof> requirements. Note: ffany one of the boxes are i checked below, the Aged Solar Rdectance and Thermal Emittance requirements for roofingproducts in §118(i) are not applicable, Do notfill table below. O Roofing compliance blil Required in Climate Zones 1-12,14, and 16 with a Low-Sloped. Less or 2:12 pitch. 4pofing compliance Ng; Required in Climate Zones 1 through 9 and 16 with a Steep-S}op ed. Roofs pitch greater than 2: 12 and product we less than 5]b/ft?. O Roofing area covered by building integrated; photovoltaic panels and solar thennal panels are exempt from the above Cool Roof criteria O Roof constructions that have thermal mass over the roofmembrane with at least 25 lb/Wis exam t from the above Cool Rooferiteria. Note: If no CRRC-1 label is available, this compliance method cannot be used, use the Performance Approach to show compliance, otherwise, I e applicable box below if Exempt from the Roofing Products "Cool Roof' Requirement: RoofSlope Product Weight Product Aged Solar Thermal CRRCProduct IDNumber .*.2.12.-2.2.12 < 5!b/ft 2 5Ib/ft' T ez Reflectance).4 Emittance 1. The CRRC Prod= ID Number can be obtained from the Cool Roof Rating Council 's Rated Product Directog at 12]NvE.coolroos.Qrnroduds/sfarchmb. 2. Indicate the epe ofproduct is being used for the rooftop, i.e. single-pty rooi asphalt roof, metal roof, etc. . U t he Aged Rdlectance is not available in the Cool Roof Rating Councirs Rated Product Directory then use the initial Reflectance value fror. same directory and use the equation (42+0.7(pinvani - 0.2) to obtain acalculated aged value. Where pis the Inicial Solar Rdectance. Check box if the Aged Rejlectance is a calculated vadue using the equation above. . Calculate the SRI value by using the SRI- Worksheet at him:/Apww.enerev.ca.gov/tit!§24/and enter the resulting vatue in the SRI Column ak and attach acopy of the SRI- Worksheet to the CF- 1 R. o apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §118(i)4. Select the applicable coating: O Aluminum-Pigmented Asphait Roof Coating O Cement-Based Roof Coating 1 O Other- Registration Number: - Registration Date/Time: ________._____HERS Provider: -- 2008 Residential Compliance Forms March 2010 ight dieck n the )VE Site Address:Enforcement Agency: 43 (1 k VAC SYSTEMS - HEATING Minimum Distribution Piping (Central, Split, Heating Equipment i Efficiency 1 Type and Insulation Thermostat Space, Package or Tymand capaciE.11_1_....£22&2121_L_1292§221--,pe [ , Hydronic) - -L .:-- ;----I. -1 '41 1 _loN_11*Er--n Indicate Heating Type (Centrat Furnace, Walt Furnace. Heal pump, Boiler, Electric Resistance, etc.) Electric resistance heating is allowed only in Component Package C. or except where electric heating is supplemental O.e, if total capacity 2 KW or 7,000 B{Whr etectric heating is controlled by a fime-limiting device not exceeding 30 minttes). Se€ §15](b)3 exception. Refer to the HERS Verifcation section on Pages 3 and 4 of the CF.l R.ADD Form for additional requirements and check applicable boxes. 1%&211*1£.&221&1222&.Midank.h£&212MdE!21£&L...._....__-_.________ VAC SYSTEMS -COOLING Lf) 1 Cooling Equipment I Minimum 1 Distribution 1 Duet or Piping 1 I (Central, Split,.-4 Type and Capacityzz Efficiency Type and Insuiation Thermostat Space, Package or ./.4 L__-_L_--_____._._1.._ISEEERg.COELL...__12(atiot-1.-_._AY®E_U_._IZE_._1____Hdronic m Cl \ 1. Indicate Cooling Type (A/C, Heat pump, Evap. Coding, etch Q1 2, Refer to the HERS Verification section on Pages 3 and 4 of the CF-JR-ADD Formfor additionairequirements and check applicable boxes. Lia££1112£122&2251&52=£&£2122Eass.3 LU WATER HEATING r.4 1-4List waterheaters alid boiters forbothdomestichot water (DHW) heaters and hydronic space heating. Individi storage gas or propandred, non-recirculating, and may not exceed 50 galions. F no natural gas is connected N U DHW heater iess than 50 gallons with an energyfactor greater than 0.90 may be used. Hot waterpipeinsulatic 1 kitchen(s and on all under round hot water i es is re wired in al! com onent acka es inati climate zones. Um eLU Water Heater Type/Fuel Distribution Type Number In Enei Type'(Standard, Recirculatin 2 S stem Ca acit { al Therr 4© &!*L61*2444¥L s'TO ..C £J. indicate Type (Storage Gas, Heat Pump, Instantaneous, etc.)roof2. Recirculatingsystems serving multipledwe!!ing units shall meet the recirculation requirements of §150(n) 1 not allow the installation of a recircutatingwater heating systemfor single dwelling units..2 E S 3. The water heatin tank and i es shall be insulated to meet there uirements o 150 Urooc -- 0 -0ECIAL FEATURES The enforcement agency should pay special attention to the Special Features specified in thi n V C is may require written justification and documentation and special verification. Applicable special features shall be i 11 &ElikiwithintheR!31E. -0 F f diant Barrier (Roof).2 2 CEi]JONOIi@i*ii@limateanes2,4.and-ljbradditionslargerthan100a2.U el ..C b Edge (Perimeter) Insulation 0 0, E @Eli C "1 ated Slab Insulation 500 i EKIE ised Sbib Insulation :.--.,-.„-1---1-¢ JI-f--flialimateZones-1.2.1-1,-13,14&-IREiinsulationismquimimdi;aimateimes-13&1;R ermal Mass - To obtain Compliance Credit for the installation of thermal mass, use the Performance Approach, Registration Number: .Registration Date/Time: - HERS Provider: ______- 2008 Residential Compliance Forms March 2010 SP iten spe, Ra Sla He 0' Ra 0. Th marked with a YES and be 4 insulation is required 1 Q.E 46 GAR * No. 35217 0 W 500 190 1 L.Besidentialdiedionf 1 Site Address:Enforcementigency: Pa e 5 of 5) Date: t /0 1 | Residential rEAddress:-TinforeementAZenq'1 ..G .- . C Mandatorvieasuresgummarv-MFIYE-1 HERS VERIFICATION SUMMARY - The enforcement agency should pay special attention to the HERS Measures specified in this checklist below. A completed andsigned CF-4R Form for ali the measures specified shall be submitted to the building inspector before final ins action. Duet Seatin & Testin HERS verifcation is re uired or this measure. O YES [hO) Inall Climate Zones, if a new space-conditioning system (HVAC equipment and ducting) is installed to serve the additionalone, the ducts are to be sealed and tested per §151(010. In Climate Zones 2 and 9-16. ifmore than 40 linear feet of new or replacement dues are installed in unconditioned O YES 0 space to serve the addition, the ducts are to be sealed and tested per §152(b)ID. O EXCEPTION: Existing duet systems that are extended, which are constructed, insulated or sealed with asbestos. In Climate Zones 2 and 9-16, if the existing HVAC equipment is replaced (including replacement of the air handler, outdoor condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger) and witi serve the addition, the ducts are to be sealed and tested per §152(b)IE. O YES NO O EXCEPTION: Duct systems that are documented to have been previously sealed confirmed through HERSverification in accordance with procedures in the Reference Residential Appendix RA3. O EXCEPTION: Duet systems with less than 40 linear feet in unconditio,ted space. O EXCEPTION: Existin duet s stems constructed, insulated or sealed with asbestos. Refri erant Char e - S lit S stem HERS veri reation is re uired or this measure. In Climate Zones 2 and 8-15. if a newly ducted split A/C or heat pump is installed to serve die addition alone, a 1·efrigerantO YES *NO char e measurement shall be verified er 151 ?A. In Climate Zones 2 and 8-15, ifthe existing HVAC equipment is replaced (including replacement of the air handler, outdoor ¤ YES ONO condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger) and will serve the addition, a refri erant char e measurement shall be verified er 152 b lF. Central Fan Inte rated Ventilation S stem -Airflow and Fan Watt Draw - donotapply for additions 1,000 M or less. Ducted S lit S stems - Air Conditioners and Heat Pum s: Airflow and Fan Watt Draw HERS ver*ationisrequired, In Climate Zones 10 tilrough 15, if a new space-conditioning system (HVAC equipment and ducting) is installed to serve theO YES 0®10 addition alone, the airflow and fan.watt draw shall be verified er , 151 f)7B. O YES #NO In Climate Zones 10 thmugh 15, if the existing space-conditioning system (HVAC equipment and ducting) is replaced and will serve the addition, the airflow and fan watt draw shall be verified per §152(b)1F. EumetationhuthorSUUm-e-n-t-----------*-------33232233Ll.Eertikthallhk.£21215*£.2£522mzliance documentation i teandsomlete. 4- 1 Signatur 13 d EA or O CEPE il 1 Phone-9% 4 -4.t esponsible Building Designer's Declaration Statement p I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. e I cartite that the energy features and performance specifications for the building design identified on this Certificate ofCompliance conform to the requirements of Title 24, Parts 1 and 6 of the California Code of Regulations. • The building design features identified on this Certificate of Compliance ar¢ consistent with the information provided to document this building design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency E!!Elwith this buililiES.mmli!.222jpation. ¢: Signature: pany:Date: Address:License: City/State/Zip:Phone: For assistance or questions regarding the Energy Standards, contact the Energy Hotline at: 1-800-772-3300. Registration Number: --Registration Date/Time: -HERS Provider: - 2008 Residential Compliance Forms March 2010 (Page 1 of 3) I 1 If Appl*able Cl'C Nam Com NOIEL Low-rise residential buildings subject to the Standards must comply with alt applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificam of Compliance (CF-JR,CF- 1 R-ADD, or CF- I R-ALT Form) shall supersede the items marked with an asterisk C) below. This Mandatory MeasuresSummary shall be incorporated into the permit documents and the applicable features shall be considered by all parties as minimumcomponent performance specifications whetherthey are shownetsewhereinthe documents orinthissummary. Submitalla ficable sections o the MF-iR Formwith lans. DESCRIPTION Buildin Envelo ¢ Measures: §116(a 1: Doors and windows between conditioned and unconditioned s aces are manufactured to limit air leakage §116(a)4: Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain CoefficientSHGC * and infiltration that meets there uirements of §10-111 a . §117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. §118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form. §118(01 The thermal emittance and.solar reflectance values ofthe cool roofing material meets the requirements of §118(i) whentheinstallation ofa Cool Roof is s ecified on the CF-IR Form. * 150(a): Minimum R-19 insulation in wood-frame ceiling or equivalent U-factor. §150(b): Loose fit! insulation shall conform with manufacturer's installed design labeled R-Value. *§150(c): Minimurrizllin-sulationt.lZEd-itamervall or equlvalent U factor- *§150(d): Minimum R-13 insulation in raised wood-frame flooror equivalent U-factor. §150(f): Air retarding wrap is tested, labeled, and installed according to ASTM El 677-95(2000) when specified on the CP-]R Form. §150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate forslab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is noreater than 2.0 erm/inch and shall be rotected from h sical dama e and UV li ht deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150(e)IA: Masonry or factoiy·buitt fireplaces have a closable metal or glass door covering the entim opening of the firebox. §150(e)IB: Masomy or factory*built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equippedwith a with a readil accessiblge*k®1112!EliNj=*me.Bud or a combustion-air control device.§150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of thebuildin , are rohibited. S ace Conditionin , Water Heatin and Plumbin S stem Measures: §110-§113: HVAC equipment, water heaten, showerheads, faucets and all other regulated appliances are certified by the Energy Commission.§113(c)5: Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release valve,backflow revention, um isolation valve, and recirculation loo connection re uirements of 4 1 13 0 5. §115: Continuously burning pilot liglits are prohibited for natural gas: fan-type central fumaces, household cooking appliances (appliances with anelectrical su ] volta e connection with ilot li ts that consumeless than ]50Btu/hrare exem t , and 0013nd s a heaters. §150(h): Heating and/or coding loads are calculated in accordance with ASHRAE, SMACNA or ACCA. §150(i): Heating systems are equi ped with thermostats that meet the setback requirements of Section 112(4 §1500)!A: Storage gaswaterheaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped withinsulation havin an installed thermal resistance of R-12 or ten §1500)18: Unfired storage tanks, such as storage tanks or backup tanks fbr solar water-heating system, or other indirect hot water tanks have R.12extemalinsulationorR-l6inteznalinsulationwhemlheintemalinsulation-valucisindicated on the exterior ofthe tank. §1500)2: First 5 feet of hot and cold water pipes closest 10 water heater tank, non-recirculating systems, and entire length ofrecirculating sectionsofhot water i es are insulated r Standards Table 150-Et. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tankshall be insulated to Table 150-B and E uation 150-A. §1507)2: Pipe insulation for steam hydronic heating systemsorhotwatersystems,lipsi,mectitherequirementsof Standards Table 1234. §1500)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind, §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirefy in conditioned space. 2008 Residential Compliance Forms August 2009 Ducts and Fans Measures: §150(m)1: Al! air-distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC 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 orenclosed entirely in conditioned space. Openings shall be seated with mastic,tape or other duet-closure system that meets the applicablerequirements of UL 181, UL 181 A, or UL 1818 or aerosol sealant that meets the requirements ofUL 723. Ifmastic or tape is used to iseal o enin s reater than 1/4 inch the combination of mastic and either mesh or ta e shall be used L §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, °duct board or flexible duet shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts.Ducts installed in cavities and su rt latforms shall not be com ressed to cause reductions in the cross·,sectional area of the ducts. §150(m)20: Joints and seams ofduct systems and their components shall not be sealed with cloth back rubber adhesive duet tapes unless such tape y ""fis used in combination with mastie and draw bands. §150(m)7: Exhaust fan systems have back draft or automatic dampers. §150(m)8: Gravit ventilating systems serving conditioned space have either automatic or readily accessible, manually o erated dampers. §150(m)9; Insulation shal! be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foaminsulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation thatcan cause de radation of the material. .*1-1----------------------,---------------- §150(m)10: Flexible dues cannot have orous inner cores. §150(0): Al{ dwelling units shall meet the requirements of ANSUASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in :Low·Rise Residential Buildings. Window operation is not a permissible method ofproviding the Whole Building Ventilation required in I ' .4Section 4 ofthat Standard. Pool and S a Heatin S stems and E ui meat Measures: §114(a): Any poot orspaheating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations;an on-offswitch mounted outside ofthe heater; a permanent weatherproof plate or card with operating instructions; and shall notuseelectric resistance heatin or a ilot li t. §114(b)1: Any Pool orspa heating equipment shall beinstalled with at least 36»of pipe between filter and heaters or dedicated suction and returnlines, or built-u connections for future solar heatin §I 14(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §114(b)3: Fools shall have directional intern that adequately mix the pool water, and a time switch that will allow all pumps to be set orro rammed to run ont / durin off akelectric demand eriods. §150(p): Residential pool systems or equipment med the pum sizing, flow rate, piping, filters, and valve requirements of §150(p) Residential Li htin Measures: §150(k)1: High efficacy luminaires or LED Light Etigine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained inTable 150-Candis nota lowefficac luminaire ass ecified b 150 k 2. §150*)3: The wattage of permanently installed luminaires shall be determined as s ecified by §130(d) §150(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 integrat to a permanently instatied luminaire or exhaust fanshall contain only high Fefficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line-voltage socket or line-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 mediumscrew-base socket. §150 106; lighting integral to exhaust fans, in rooms other than kitchens, shall meet the a plicable re uirements of § I 50(k). §150(k)7: All switchin devices and controls shall meet the requirements of §150(k)7. §150008: A minimum of 50 percent of the total rated wattage ofpemianently installed lighting in kitchens shall be high efficacy.EXCEPTION: Up to 50 watts fordwe}!ing units less:than or equal to 2,500 122 or 100 watts fordwelling wilts larger than 2,500 fE may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupantsensor, dimmer, energy management system (EMCS),or a multi-scene programmable control system; and all permanently installed tluminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual-on occu nt sensor. §150(!09: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts ofpower per linear foot of illuminatedcabinet. §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be highefficacy. 2008 Residential Compliance Forms August 2009 EXCEPTION 1 : Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual-onoccupant sensor certified to comply with the appiicable requirements of §119EXCEPTION 2: Permanently instailed low efficacy juminaires in closets tess than 70 square feet are not required to be controlted by amanual···on occu ant sensor. 3150(k)11. Pennanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms sbalj be high efficacy luimnaires. *EXCE"'um; 1: Pe yapently installed low efficacy luminaires shall be allowed provided. they are controlled by either a dimmer switch 1 · ·:that complies with the applicable requirements of §119, or by a manuat-on oceupant sensor that complies with theapplicable requirements of §119. EXCEPTION 2: Ughting in detached storage building less tlian 1000 square feet located on a residential site is not required to comply jwith 4150 k 11. §150(k)12: Luminaires recessed into insulated eilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories orother nationally recognized testing/rating laboratoly; and have a label that certifies the lumiunaire is airtight with air leakage less then2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing -and ceilin . §i50(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling 1units, entrances, balconies, and porches, which are permanently mounted to a residential building cr to other buildings on the same lot 'shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy 111minaires shall be allowed provided that they are controlled by a manualon/off switch, a motion sensor not having an override or bypass switch that disabled the motion sensor, and one ofthe following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR anastronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR anenergy management control system (EMCS) not having an override or bypass switch that allows the luminaire to bealways on EXCEPTJON 2: Outdoor luminaires used to comply with Exceptioni to §150*)13 may be controlled by a temporazy override switch iwhich bypasses the motion sensing function provided that the motion sensor is automatically reactivated within sixhours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 ofthe California Electric Code need not be hi efficac luminaires. §150(k)14: Intemally illuminated address signs sball comply with Section 148; OR not contain a seraw.base socket, and consume no mort than fivewatts of wer as determined aecordin to 4130(d. §15000 1 5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements inSections 130,132,134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements ofSections 130,131,134 and 146 §150(k)16: Permanently installed lighting in the enclosed, non-dwelling spaces of low-rise residential buildings with four or more dwelling unitsshall be high efficacy luminaires. EXCEPTION: Permanently installed low emcacy luminaires shall be allowed provided that they are controlled by an occupant sensor{s)certified to com 1 with thea licablere uirements of#119. pendlih.EStandards Table.121-8,157-Cand51-2_ STANDARDS TABLE 151-C COMPONENT PACKAGE D Climate Zone 3456 8910111213141516Insulation ., Ceitin s R30 R30 R30 R30 0 R30 R3 R30 R38 R38 R38 R38 R38 R38minimumS ails ood-frame R13 R13 R13 R13.13 R13 Rl R13 R19 R19 R19 R21 R21 R21 avy mass R#.76 R2.44 R2.44 R2.44 R2.44 RZ.44 2.44 R2.44 Ra R2.44 R4.76 R4.76 R4.76 R4.76 R4.76 R4.76Ils Light mass NA NA NA NA NA NA NA NA N NA alls NA NA NA NA NA NA BItragra(ie RO RO RO RO RO RO RO RO R RO RO RO RO RO RO R13Floor Slab floor NR NR NR NR NR NR NR NR N NR NR R7erimeterNRNRNRNR Raised fioors R19 R19 R19 R19 R19 R19 19 R19 R19 R19 R19 R19 R19 R19 R19 R19 Concrete RBRBR0R0R0R00R0RR0RBR4 R8 RBR#R8aised ffoors Radlant Barrier NR REQ NR REQ NR NR REQ RE REQ REQ REQ REQ REQ REQ NRRoolingLow-ged Solar Products toped R£*iangei.NR NR NR NR NR NR R NR N NR NR NR 0.55 NR 0.55 NR rrherinal <Emittance NR NR NR NR NR NR NR NR N NR NR ' NR O.75 Steep gecl Solar NR NR AR NR NR NR R NR N 0.20 020 0.20 0.20LieSS *9:Pauljoped Refiecterce t 7han 5 Emittance NR NR NR NR NR NR NR 0.75 0.75 0.75 0.75 0.75 0.75 NRb/ft, , Steep ged Solar toped Renectance 0.15 0.15 0.15 0.15 0.15 0.15 .15 0.15 0.0.15 015 0,15 0.15 0.15 0.15 0.15(5 IWft•r morej hm?alEmittance 0.75 0.75 0.75 0.75 0.75 0.75 .75 0.75 0.7 0.75 0.75 0.75 0.75 0.75 0.75 0.75 Fenestration Maximum U·factot 0.40 0.40 0.40 0.40 0.40 0,40 .40 0.40 0.4 0.40 0.40 0.40 0.40 0.40 0.40 0.40 Maximum Solar Heat ain Coefficient NR 0,40 NR 0.40 0.40 0.40 40 0.40 0. 0 0.40 0.40 0.40 0.40 0.40 0.35 NRSHGC 3 Maximum Total 20% 20% 20% 20% 20% 20%0% 20% 2 20% 20% 20% 20% 20% 20% 20% 'rea aximum West Facin Area HERMAL MASS4 SPACE- ,to ElectrigresistantHEATINGIlowed W gas, AFUE = MIN MIN MIN MIN MIN MIN IN MIN MIN MIN MIN MIN MIN MIN MIN 1 le J rIf heat pump MIN MIN MIN MIN MIN MIN .IN MIN N MIN MIN MIN MIN MIN MIN MIN 54+ HSPFA =ti *.7 - SPACE-MIN MIN MIN MIN MIN MIN N MIN MI MIN MIN MIN MIN MIN MIN MINEER =COOLING If split system. Refrigerant Marge REQ R REQ REQ REQ REQ REQ REQ NRNR REQ NR NR NR NReasurement or harge indicator is }a Central ooling Airflow NR NR NR NR NR NR R NR REQ REQ REQ REQ REQ REQ NRForced Air nd Watt Draw Handlers entral Fan Integrated entilatior, ystem Watt REQ REQ REQ REQ REQ REQ Q REQ R REQ REQ REQ REQ REQ REQ REQ Draw Drawn 467 6DUCTSDuct sealing REQ REQ REQ REQ REQ REQ Q REQ R REQ REQ REQ REQ REQ REQ REQ ,---Duet Insulation R-6 RL R-6 R·6 R-6 R-4.2 -4.2 R-4.2 R- R.6 R.6 R-6 R-6 R-8 1248 R-8WATER-HEATING S stem hail meet §15 8 or §151 b 1 TABLE 151-D COMPONENT PACKAGE E 366*EiidentiatomplianceManue#A9$£2809 (714) 904-4823 OF CAL\FOA 9 1 -i D L SO EEO EIO ®ON *6101 SIVI *ON P IE-z, 1/yvy l E 1 2 R38 R30 R21 R13 7 63 -/4/0 0 00 >14 O.20 0.20 NR 0 1 NR ! 5% NR 5% NR NR NR NR No No No No No INo 410 No N No No No No No No No 1 Job Sheet Cl Of ZE4 Sheets 24 X 86 PRINTED ON NO. 1000H CLEARPRINT® P «lal 1 4 1 40#132 %