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HomeMy WebLinkAbout10147999.pdfREVISIONS BY DRTRU KA="r VENT 0 .LEGEND: EXISTING Rzm0\/ED F FFZ01=05Er�) 0777, 122LOOR FLAN FLOOR. ARF-"A: 4"70 s.f. 2 a 1-.2 11 F1 NINE�)ON 5(f..,HEI:%)LE S1'm. SIZE T*rf=E 1 4-0" x 4,-0" ALUN4N. 5LID. 5,-0" x 4,-C" ALW-4N. 5-,LID. 2 1-011 x 21-011 ALUt-1N. SLIP, NOTE: ALL "INDO"5 TO BE DUAL GLAZED. <FLON PREVENTER 12 " T`rF. -7 J� 0 DOOR 5CHE17,)L)LE S'�rK SIZE 71rf=E (01-011 x 61_8ll SLID. VC. DBL. E3 .2 ]_a 11 x 61-all FOC<ET Di`. C, 5 50LID CORE 20 MIN. FIRE RATED, 5EJy CL05ED' THI &HT FITTING PROPF-R7'*T' LINE Li z F - - - - - - ------ ------ ------ L___�_ PROPERTY LINE vl�/�138Q%S) r7777-/ LEXIST6. FRONT YAR GONG. DRIVSLU 'jj(Y LU ---------- q:2a A. 1Nil5hire �ANJNUNG DWITSTC,1-1��,, 1111ASTER. zolle, FL 07 FLAN 'ALE I 11=11-011 _SC . ACTION TYP' -ATE: Of 'FRANSFER-,'�f-1 LANNUNG F[ '�EQUR.E!J, :ONTACT-_ _ONTACT PHONE (714) 667­27W) NOiziH g,:j VN 2— Plans drawn by: G1 G P. FOX ADRAFTING RESIDENTIAL, COMMERCIAL GUILLERMO PALAFOX 8050 E. Florence Ave. suite #27 Downey, CA. 90240 phone: (562) 928-5467 pager: (562) 409-3116 GENERAL NOTES 1. VERIFY MEASUREMENTS WITH CORRESPONDING COSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION. THE CONTRACTOR MUST COORDINATE DATUM —BASED ARCHITECTURAL ELEVATIONS SHOWN WITH SITE —SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. 3. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. Project: PROPOSED 1—STORY ADDITION Sheet Title: PLOT PLAN ROOF PLAN FLOOR PLAN Project for: JOSE DE LEON Project: Address: 1928 W. Wilshire SANTA ANA, CA Checked Job no. Drawn J.P. / robertO Date 09/17/04 SHEET: LIL OF SHEETS REVISIONS BY --------------- GLO. LINE FL. LINE 24'X12" 6.5. DORMER VENT CALIFORNIA 26 CA. CAL\/. 5TL._ WEEP SCREED TYP, EL E!VAi 10N SCALE (EX1570.) ROOF E.1 W. (EXI STC .) HOUSE -- (E) 5T0000- [E71 [L -- ---- =J� 0 El ED El El EXIST. 5ARA5E DR. FRONT ELEVATION scnLe va„v-o1. " X 10" RIDGE BRD LOWER VENT 24'X12" 5.5. DORMER VEN I" STUCCO _ TYP I GAL 26 CA. GALV. 5TL. WEEP SCREED TYP. REAR ELEVA71 ON SCALE 114"=1'-O" CALIFORNIA FRAME ---- (EX 15TC .) HCLJ-E ---- 26 OA, CAL\/. 5TL. WEEP SCREED TYP. Lr"Z'0�751�E E!LEVA710N SCALE 1/4'* 1-011 1®®IVE Plans drawn by: N 191 I'm 13 ;0� M W J RESIDEN'I`IAL, COMMERCIAL 1Jy GUILLERMO PALAFOX 8050 E. Florence Ave. suite #27 Downey, CA. 90240 phone: (562) 928-5467 1 pager: (562) 409-3116 GENERAL NOTES 1. VERIFY MEASUREMENTS WITH CORRESPONDING COSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION. THE CONTRACTOR MUST COORDINATE DATUM -BASED ARCHITECTURAL ELEVATIONS SHOWN WITH SITE -SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. 3. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. Project: PROPOSED 1—STORY ADDITION Sheet Title: ELEVATIONS SECTION Project for: PROVIDE 441' MAX. 51LL HOT. CLA55 "A" OR "B" COMFO51TION 5HINOLE5 2" X 8" ROOF RAFT. a) 16" O.G. ABOVE FINISH FLOOR FOR DYER 2-LAYER #15 FELT, USE GALV. 2" X 5" ROOF RAFT. ® 16" O.G. EMERGENCY EXIT ON ALL ROOFING NAIL5. (FIRE RETARDANT) 1/2" CDX PLYWOOD 5HT5. BEDRDOM WINDOIN5. W/ 5d a 6 ",24" O.G. Project: 6-16d/L 12 Address: 6-Ibd/LAP A550 24" O/C 4 F A550 24" O/C, NOTE: 1928 W. Wilshire 2" X 6" CLG. JSTS. ® 16" O/C " X 8" CLC. J5T5. a 16" 0/C EXTERIOR FINISHES ANC7) WINDOW5 SANTA ANA, CA — — — — TO MATCH EX 15T1 NO. 2" X FASCIA 1^V 2-166 PER RAF 6-I&d/LAP , R-50 INSULATION TAIL TYP. 12" 2 2" 12' DBL. 2" X 4" PLATE5 R-15 INSULATION L.Au�DRY FAM I L.Y ROOM Checked 2" X 4" P.T. SILL PLATE W/ Job no. 26 OA. 0ALV. 5TL. 5/8'° DIA. X 10" A. BOLTS 26 OA. OAL\/. 5TL. WEEP SCREED TYP. ® 6'-O" �1" MIN. WEEP SCREED TYP. WITH 3 -1/2 FLANNI 5 1/2 GONG. 5LAB Drawn J.P. robert AT STUCCO Date 09/17/04 12° 1-#4 T4 15 1-#4 T4 B 12" SHEET: SECT 10N X-X 2 5CALE 51e>'*'-0'° OF SHEETS Ftol qlqq9 I 2"X R►DCE BOARD 1/2" (:,DX PLYWO. W/ 8d ® 6",12" O/C, OVER 2" X ROOF RAFT. ® 16" 0/ S I MP50N 5T-2115 (P.1.32/16) (P.1.32/I E 2-16d T.N. EA. E EA. JOIST 2"X ROOF RAFT. ® O/C/ STRAP W 10-16d BEAM 5 51 MP. EC POST GA 4"X 1/2" GDX PLYWD. W/ 8d ®6 ",I2" O/C OVER 2 "X ROOF RAFT. a O/G (P.1.32/16) 2 "X GLC. JSTS. ® 16" 0/G # #4 (E) ROOF (E)2 II 1/2" GDX PL'rNO?.144/0) Bd a 611,1211 O/C OVER 2X R.R. a 16" 6-16d PER LAP A55 a 24" O/C B.N. y2"X FASCIA IZOO46�AFT. MIN. 5TUCGL OR SEE ELEVAI FOR EXT. FIN15H A 11 �1 1®►/ 2"X CONT. FLAT -7/8" MIN. STUCCO W/ 2-16d PER R.R. OR SEE PLAN 4 - SHEARWALL SGHED. HD2A INHERE OCCURS 26 CA. 5ALV. 5TL. I WEEP 5C FT. ® 1(b" O/C —(I-) DBL. 2"X4" PLATES (E) 2 "X4" 5TUD5 6 1 &" O/C 4"X "BEAM BEE PLAN — " 4" STUDS ®16" O/ M5T3i (E) (N) 4 # 4 REBAR EMBEDDED q" INTO C 5/4" O X 10" LONG HOLE FILLED W/ EPDXY (S I MPSON CLUE) >� IGBO-ER-5-7gl I 4"X4" KNEE--/ BRACES 411X4" 1/2" GDX PLl'WD.: 5d a b",12" O/C OVER 2 "X4" ROOF RAFT. a 16 "O.G. x! (P.1.32/I6) P _ 211x FA5 IA W/ 2-16d PER ROOF RAFT. B.N. 2 X G.J. ® Ib" O/G 2"X4" CRIPPLES DBL. 2"X4" PLATES 16" O/C 2"X4" STUDS ® 16" O/G ).C. ✓i I' 11 LVLV HANCER5 a 52" O.G. 2 "X4" STUDS ® 161, O/C 211x4" P.T. SILL PLATE 5/a" 9�>IX 10" LONG A. BOLTS ® 6'-0" O/C IN. EMBEDMENT) 11A/ 2 X 2 X 3/16" WA5HERE Jo 3 1/2" GONG. SLAB W/ WIRE MESH 55TB 16 °4 ° Q O . 0 a a 2 1/2" SAND FILL T1'P. I -#4 TOP BOTT. d 00 1211 51MP. GC44 4"X "BEAM P05T GAP—, (— SEE PLAN O V o O O 5" LAG Oz IZ4"X4"NEE I 5/5" (P THRU BOLT 1 1 i/5" MIN. STUCCO OR SEE ELEVATION FOR EXT. FINISH 5/4" GDX PLYWGYPO%04/0) Bd ® 6" 12" O/C, OVER y2�I/�v(�II F,A RO0��6d A55 a 24" OfG ,A55 a 24" O/C L 2 "X6" CLC. JST5. ® 16" 0/ DBL. 2"X4" PLATES 2"X4" STUDS 0 16' O/G VFT. �i 2 "X4" STUDS ® 16" o/c 211x4" P.T. SILL PLATE 5/8" 61X 10" LONC A. BOLTS ® 6-0" O/G (i" MIN. EMBEDMENT) 3 1/2" GONG. SLAB A/ 2 X 2 X 3/16 WASHERS W/ WIRE MESH c c a 4 2 1/2" BAND ME cV FILL TYP. -# TOP 6 BOTT. . °. 019 OX 12'1 ✓IMP l d/' 47—f 2" X C. J. © 16" O/C 51MP. EGG,, P05T GAP 411X411 PO #4 E,4 2" X C. J. ® SEE PLAN FOUNDATION DETAIL poi PLATES 1611 O/C REVISIONS BY Plans drawn by: rrG GP. FOX RAFTI �) a ,, RESIDENTIA , COMMERCIAL GUILLERMO PALAFOX 8050 E. Florence Ave. suite #27 Downey, CA. 90240 phone: (562) 928-5467 pager: (562) 409-3116 GENERAL NOTES 1. VERIFY MEASUREMENTS WITH CORRESPONDING COSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. FINISH ELEVATIONS REFERENCED ON iARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION. THE CONTRACTOR MUST COORDINATE DATUM —BASED ARCHITECTURAL ELEVATIONS SHOWN WITH SITE —SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. 3. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY NOTED OTHERWISE, Project: PROPOSED 1—STORY ADDITION Sheet Title: DETAILS Project for: Project: Address: 1928 W. Wilshire SANTA ANA, CA Checked Job no. Drawn J.P. robertO Date 09/17/04 SKEET: OF S.) SHEETS REVISIONS BY CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 1 of 3) CF-1R ado Proj«x 1 20 IFY .',r/1.jC�.. a� /r1 .,��,((/I� {//7� 4 �® A ' Building Paruft OF Au jl tt T Plan Chet: t / Date Ffcid Cho& / Date Compliance Method (Pachap or Computer) Climate Zone woretment XFWY use am alCond Avenge Ceiling Height !t Total Ccoditiaued Floor Attx fta Condhfoneld Stab Floor Area O fe Building Type: Single Faarily Addition (check one or more) Multi -Family Bxistin-Plus-Addition Front Orientation: North J lutb / East / Wtat / All Orientations ones-W 4gpvn floor Tore North and circle one) Number of Stories Ntmtbe r of Dwisttmg Uniw Floor Co st<ucxion Typo S Flow (cbcL- one or bad) Required for this submittal v yea no IIU1ti.iNNG EhIYLrLM IMBt7i_A'i1f7P1 .. �I IMAJim.*,-J% S/QOTZM0 0PYAP)W/ LIW13r'� i0�/t%Jl .. ■2XV-iTiFl,2�NN1&2AE3fii��r/'f����:��'�T� . t . t. t �►' )/� ~7211a Tr 77'•.ii-7"T-L--ii• -.5 T r, 9-111 a I F1 W&.ar[JT51�1:4� W 191 TT44.s, • , rail wInWAR N M M�j114r Ii•I.J.f - GIwL- a 011,1 Compliance Forms August 2001 A-2 MANDATORI' MF.A>SURES CHECKLIST: RMIDENTIAL (rage i am M F -1R None: tmwriss reaibaatud b tildinp subject, to &a Standards tors[ contain titers monmes YeVar less of six coagriia neat approach used Ileum mauisd with an asterisk (a) only be superseded by awe strkomt eoulplUme mqureweats ruled on the Calificm of Compliance. When this checldist a incorpoated into ibe permit dotam eats, the fiWo tees nosed shall be comAered by all parties en mfndmom oompooeat pd'6onnWice speaEW3tiens for the mandatory measures whedwr they are shown elsewhere in the documents or on this cb;ctlist only. Instructions: Check or initial applicable boxes when completed or eater N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Measlares: e f~ It<5ironit-19asifisstimsiNsa f 15r1(b): loom; ifi insulation >fMmSa labeled It Vain f 130(e): Mnimm R-13 Wad bouladm is wood timed volt er egntraiot IJ-Facoor b soeaf flame walla ® i dears not b eraaiQ vraQs t • f150(4)z Mkimier. A-13 mind A" ewslaNm in Bsvod Auss. r f lso(1) : Slab exige 6--brim - water ab omptios nee so Vasaw tlso 0-M eraaw vapor "musissin mso �ye - d1 treater than 2.0 permAnck f I M bntl.don speci6od crinstilled meets iasnimdm guiry omd.dL lodicsoe type mad Yost T f 116-1 7: FamosersoAs AfbOaicr t000ss, Mod Centrob i. Doan ned wbdnwm be ,- condb6000d sad uwao&do nd spates dcsigood ao limk air fe kW- 2. Fensearatirm produce (=wept Sd toixia/ed) how label with artiLed tJ-Fatltr, e - ifi;d solartint }ej hk Gain Cees fficie nt (B W#" and ia>i�ou e 3. Addeisralssw ate minAp a waArait re* allisirr and peonwios asalrad and mael.d. f 150(g)r Vapor boric" amdumy b Clbone Tam 14 sad 16 e*. f f -W* Sp«id bf k"= bM is bsadlsd Is co.ply wide f tSI stare C =Minim q=ky lba& it . 0 1 'j,c f I50(e)< bolreEatian elf F6epiaon. Decaativa Gas AppiL;m and Gs Legs 1. Masonry and boory4nit tfinepiaoes hom ate. t 3osodAv weal or alas door b. Outside air crate with darraps and oeasa;l c. Flue damper and control 2. No ooatinwas bummg gas pilot Lgbts allotted Space GmodeaLag, wfa w Heading sand Fftu w SY§ftm Meesorron it 10 f 113: HVAC ogdpmms, wont bosom% siaa -1 Is ad fsace sec oert11 'by dw Cammimia � �j f 150(h): Hosthig medlar eo;lb g bobs colouiand is soeombmos wfb AftMAFL SMACHA or ACC L flst)fDc S.sr.ottlmraemaota.des�Yeaiihmtigaaoilorr+M+4Mymmmr+• 0� f 1� iipn od hark bsesbion 1. Sbww gad wow heal" rinsed with Ma Besmear Ferotor tom than am wont be esatesaly wrrapsl with im.aiaaion Itsvbag re ;nse.Bed berranl rsaetseascM of R-12 argrener. 2. Foe 5 hoot elf pipes closest in valor Rester etdS aos+aciocola isag sysaamq boalnow (i-4 a►Iesso) 3. Back -op Units ter solar syMem, oohed ramage unics, ear odu r befaect bot wear lib brave R-12 external i sulatim or R-16 comhimd ieaermVaeml 4. All bariad or exposed po" i osAmed in nelronlaing sections of trot mules my%raa S. Cowling >oifta piing below sr F l...iated 6. Piping iasdood between bearing two; mod hug eel bat swv tank. Compliance Fortes August 2WI A-b CERTIFICATE OF COMPLIANCE: RESII®ENTiAL (Page 2 of 3) CF-1R �- ! 2222E°f �fl�`-��c�� a-2,A-- 04 Project Title I>.ee - HVAC SYSTEMS Noce. Input bydrank or combined hydrate data under Water HeatitV Sens, e7toW [Deep Heung Load. Distnbtstion Heating EWipment Minimum Type and Dud or Heat Pump Type (fWr oe, boat Efficiency Locatim Pik •Iban ostat Configuration .ate a esc R-Vaka T lie ae l! A Cooling PAtdptnent . Minimum Duct Heat Pump Type (sir eooditioner, Ffficioney Lacatiat Duct Tbrsmostat Configtltatim hat we. R-value lit or SEALED DUM d r Aftengfixt M O Sealed Ducts (ail ckm to moes) (1mtaller testing and cmu5 arm and HERS rater field verification regairco Cl TXVs, readily soom&ible (cline, zones 2 and 3-15 candy) (t umb- Noting mad oartfiotim and HERS Raur or field vai8csdm reybied) U Reftermt CbugdAir Flow (crasaao woes 2 and 9.15 only) (meeara ceding and oradbcaeim and HERS Rarer or field verification repaired) OR I Alternative to Sealed Ducts and TXVs (see Package C or D Alte rinttive Package Features for Project Climate Zane) Climate Zane Window SHGC Window lJ-Factor SEER Heating 1?7 o.,36 0.40 N ep a®% WATER HEATING SYSTEMS Ellerw atern l Rated' Tank Factor or Tank Walter birder Distribum Number Input ptw CW*Wy Relcomy may' Insulation Tym TYM in ar Loan a R-Value 1. For small fw storage wsaar Nostra (rated fiats oricss than or oqual to 75, W Ban44 ekcdrk resistance. and heat paap wafer bcaoas, Litt Enera Factor. For irp gas facrsge wails inters (rased Wpot of greater than 75,000 Bat/hr)liar Rased lopnt Recovery Efficiency and Standby Lemma For insawascous gas waur homers. ku need mpnt and recovery efficiencies. SI!EQAL FEATURES (acid extra sheets ifnecessarvl. Package C sold D: 7XVs, Scaled Duets, Radiant Barriers (nee installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual). Package C, tbennal dinars (therniW mass type. covering. thickness. and desaipticft . CompNance Forme August 2001 A-3 NIANDATORY MEASURES CHECKLIST: RESIDENTIAL (Pm 2 o(2) MF-1 R Note: Lowrise reskkatial buildings subject to the S mdards most contain these measures regardless of the oompluom spMwh used. peens marked with as asterisk (0) nay be superseded by more stringent compliance wquirememas lined on the Certificate of Compliance. when this checklist is incorporated into the permit document& the Boone% noted shall be considered by all polies as minimtun component pnfornwwc specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Span Condltioaln6 Water Heating and Phsaablag System Measures: (eoatdoued) " f 1 Am): Duets and Fans 1. All duos and ptatataas installed. strand and imdssod on resell e e mgdsaneat of the 19% CMC sections 601. 603, 604. and Sradrd 6-3: ducts insoluied e a rya 4shlod keel of fi•42 a►eaelosed csfr* is o;nditie;ed Vsom opnomp %bad to staled wib sartir. tape,.aemt mea{mt. vothrdtadmwrM system bat meson dos applieabie regatinemerntr o[ 1J1. lgl, tli, is1A, a tJL 1g1B. I[natic a tea b toed b seal opmmgs posav than LAI mck the combination dmastie and cithrmeah or We shah be mod Bolding cavities %hall ant be mad for aoaveyiei conditioned air. Joints and nun of duct syssems and their compooe9ts %hall ant bo aeabd wib moth back rubbr.dbrsfve duct cape% ttdesa %arch upe is trod it con bmadon with mastic sad drswbaads. 2. Building uvitia, support pkdwaas for air handlers. and pleaum defmod or constructed with maaeriah odw Oran scelod %boot raeul, duct board or flexible duet shalt not be used nor eacvaytrrg co"tioaod E� 5 sir. Suad ng eavitics and support plarf inns may contain dues Docts instailod in cavities and support platforms shall not be compressai to cause rodiwicas in the giros%-seeuoval area of the darts. 3. Joints and scans of duct syttaos and tbcer cmgxiomu &ball sec be scaled wit► cloth beck r%"w adhesive duct tapes unless such tape is used in cwnbinsaion with mastic and dr:wbands. 4. Exhaust f to systara haven back draft or au&orwatic danpas. i. Gravity ventilating system saving oasditiooed space have eithr automatic or rem* access#als, err -fly "cratod daml- 6. Protoaim of bsulatimr. It nklioa shall be 110010eAd fhto d=uSI. Wdudbg 00 daa as ran lillK moisture, squipmsat msintounce, and wind but col Hmitod to the fallowing: lumbeon erpossd In weather %hall be suitable for outdoor acnVZ e.g., pretocsad by'kni arsl shoes nodal Paused ewvas. or pteraot cover. collobar fosm insulation shall be paoleeted as alcove or painted with a coating that is water retardant and provkLirs shielding iron solar radiation bat can cause dClOsilsum Of tine reek -al. f 1 14: Pool and Spa Heating systems and Equipn=l. 1. symot is ewt fiod with 71% thea,ml ergickscy. on -off switch, weatherproof opaslima htatstiom, na ahaca W resisuoce hearing and ono pilot light. 2. system is installed with: �$ a. At 1us 36' of pipe betwsea abet and bow for fomue solar beatlrtg. ( b. Cover fm outdoor pooh or outdoor spas. 3. Food systa ba diroakmd mku and a cucvkriom Prong time %winch. f I 1 S: Gas bed WOW 6nacespool healers. spa hewn or bousdhtfd omkiog appliances have ors : Nca•efeettiod wish f 11 t try Cool Reef sasrvial meet Wccifitd tailerk Li tt Metasurr st f 130(k)1: Luminaires for general lighting in kitchens shalt have lamps with as efficacy of 60 huseoak+.atl r S or peaty fear general. liotityg in titcheas. This several HAting shall be otntrollod by a %witch as a readily �krrL ' 7 accessible lighting control pancl at an moaner to the kixh`" t have either at kart am hanimim with tamps With an f I50(k)2.: Rooms with a shower a must efreeaey eel 40 hrmms/wam or anima swixbcd at the mrrstce to the room or one of the altcrnativcs io tbis roquiumbew allowed in I I50(k)2.; and inemntiesce nt recessed ceiling fixtures are IC (insulation cover) G awmVed, Compliance Forms August 2001 A-6 CERTIFICATE OF COMPLIANCE: RESIDENTxAI (Page 3 of 3) CF-1R COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognize that compliance using duct sealing and TXVs (or Commission approved equivalent) requires installer testing and certification and field verification by an approved HERS rater. Designer Owner Name: � er Business and Professions Code) Documentation Author U i LL6K M ® Name: �� IrA�OX t6 Title/Firm: () d 1� t/ Title/Firm: ' �r/(� ✓lam/ `�� �� Add s:� Address: . �Nl� �v . AN TP, T 1 bon Tel p�onC. e� f (due) Enforcement Agency �-/ Name: V J Title: Agency: j Telephone:0 (signature / sta . (date) January 5, 2001 ADDENDUM TO: CERTIFICATE OF COMPLIANCE FORMS) (Title 24. Energy Reguladons) Project Plan Check No.: - - Project Address: -- Suite No. THIS FORM IS TO BE COMPLETED BY A QUALIFIED -ENERGY CONSULTANT QT0F� . TFLAN THE ENERGY DESIGNER I have reviewed the calculations and drawings for the above project and find both to be in compliance with the Energy Efficiency Standards and Administrative Requirements of the California Code of Regulations, Title 24, Parts 1 and 6. I understand that this review was performed as representative for the enforcement agency, The City of Santa Ana Building Safety Divi 'on. - J Signature: Date: Print Name:®NN ®' N Title: ! ' Company �7ame:ry Phone No.: �3 1 0 j �0 " 2-73:j Company Address: 1 �' �V{' ��L,6W0 �' C F011:07-01-98 Plans drawn by: 1ffG GP. FOX i MDRAFTING i RESIDENTIAL, COMMERCIAL GUILLERMO PALAFOX 8050 E. Florence Ave. suite #27 Downey, CA. 90240 phone: (562) 928-5467 pager: (562) 409-3116 GENERAL NOTES 1. VERIFY MEASUREMENTS WITH CORRESPONDING COSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. FINISH ELEVA110NS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION. THE CONTRACTOR MUST COORDINATE DATUM -BASED ARCHITECTURAL ELEVATIONS SHOWN WITH SITE -SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. 3. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. Project: PROPOSED 1-STORY ADDITION Sheet Title: ENERGY FORMS i Project for: Project: Address: 1928 W. Wilshire SANTA ANA, CA Checked Job no. Drawn J.P. Date 09/17/04 SHEET: o ) OF SHEETr Securitq Requirements I.. All entry doors to dwelling units or guest rooms shall be 3. All dimensions and existing conditions shall be verified arranged so that the occupant has a view of the area by the contractor; and notify the engineer of any immediately outside the door without opening the door. Such view a be by a door view r,through discrepancies before proceeding with and/or provided beginning any work. 1 windows locafed In the vicinityof the door or through view g ' ports In the door or adjoining wall. g1.6i0i 4. In no Gases shall working dimensions be scaled from plans 2. '-.Screens,barrocodes,or fences made of material which or details. Figures on drawings govern and larger scale drawings govern over smollef" stale drawings. preclude human climbing shall be provided at eve portion s. The contractor shall coordinate all strvctvrol work with of every roof,bolcony, or similar struei•ures. cil.6-70� the architectural, mechanical and any other related 3. Mood f lush -type doors shot I be 1 3/8" thick minimum with drawings and notify the engineer of any discrepancies solid core construction. g1.610g.1- Door stops of in -swinging before proceeding with and/or beginning any work. doors shall be of one-piece construction with the jamb or Joined by rabbet to the jamb. g1.670CIA 6. Contractor shall verify location and size of Floor, roof y and wall openings with other drawings. Openings not 4. Every door in a security opening for on apartment house shown on structural drawings are not permitted, shall be provided with a light. bulb (60 watt min) At a maximum height of .& feet on the exterior. g1.6*708 l�OtJNDATiOl�l: 1. Design soil bearing is 1000 P.S.F. (Sandy Cloy) 5:. All pin -type door hinges accessible from outside shall have non -removable hinge pins. Hinges shall have min. 2, All footings shall extend Into firm natural soil or approved 1/4" dio. steel jamb stud with 1/4" min, protection. The mated fill a minimum of and for ex onstve soil a p strike plate for latches and holding device for projecting minimum of 24". dead bolts in wood construction shall be secured to the jamb and the wall framing with screws no less than 2-1/2" long. C11.61015, g 1.6i09.1 3. Excavations adjacent to exlstinci buildingqs or walls shall not extend below on .angle of 45 from the bottoms of the b� Provide dead bolts with hardened inserts;' deadlocking ng footings of these adjacent structures, or the contractor shall provide adequate shoring for the excavotlons. latch with key -operated locks on exterior. Locks mist be openoble from inside without key, special knowledge or special effort (latch not :required in B,F, and 5 4, i�herG Gxlsting footings, concrete slabs, pipes, utilities or occupanGles. gl.b'10q.2) other burled Items are removed, where new slabs or footings are to be located, all existing loose soil shall T, :.5trolght dead bolts shall hove a min, throw of I" and on be removed and recompocted to a minimum of q0% of embedment of not less. than 5/&", and a hook -shaped or maximum density$ on expanding -lug deodbolt shall have a minimum.. throw of 5. All fill shall be compacted to a minimum of g0% of 3/4", glb'70q•2 maximum density in accordance with A5TM D-1551. fill 8. The use ofa locking system which consists of a deadlocking shall be placed under the supervision of, and tested and certified by, an approved 5oil's Engineer. latch operated by a doorknob and a deodbolt operated by a non -removable thumb turn which is Independent of the..C.ONGit�1'C, deadlocking latch and which must be separates operated, y p 1 All r shall made with stone aggregate and concrete s a be shall not be considered as a system which requires special . shall attain a minimum compressive strenh t 28 days knowledge or effort when used in dwelling units. The door knob thumb of 2,500 PSI. and the turn which operates the _deodbolt shall not be separated by more than 8 inches. 2. Maximum concrete slump shall be 3". e doors must have panels at least g/ib a.;:Wood panel Moped 3. Cement for concrete mortar, and grout shall be type 1L In. thick with portions not less than)/4 in. thick and.or St conforming to Indlviduais panels must be no more than 300 sqin. in area. Mulllons shall be `considered a part .of adjacent. 4• Location of all construction joints shall be approved >, panels except mulllons not over 18 inches loonngg may have by the engineer, on overall width of not less than 2 inches. 5ti es and rails shall be of solid lumber in thickness with overall dimensions 5. No pipes or ducts, other than conduit, shall be placed :of not less than 13/8 finches and 3 Inches in width. g1.6i0q.1 In structural concrete unless specifically shown. item 2 Aluminum conduit shall not be used. 10 Sliding doors shall be provided with a device in the upper 6. i/erify with architectural, mechanical, and electrical channel of the moving panel to prohibit raising and removing drawings location of all Items embedded In or attached of the moving panel in the y �en closed or partial) osition, position. to concrete. 7. DrypaGk shall be 1:3 cement sand mix. II. Slidingg gloss doors shall be equipped with locking devices 8... All anchor bolts, dowels and other inserts shall be placed and s-hail be so constructed and installed that they remain More pouring concrete. :. Intact and engaged when ,subjected. to the testspec ifled in `•,. gl.gi.bi �. REINrORCINS ST °1 Ls I Provide metal guides at top and bottom of metal accordion I. All detailing, erection, and fabrication of reinforcing and ate or grille -type doors and cylinder locks or padlocks. 9r' gr' y� y p d ocks. accessories shall confirm to the Manual of Standard Gyyllnder guards s all be installed on all cylinder locks Practice of the Concrete Reinforcing Steel Institution. r wFienever. the cylinder projects be the face of the door r � Imo" �d 2.. Relnforcing steel shall conform to ASTM A-615, Grade or is otherwise accesible . to gripping tools. g1.6 712 40. Grade 60 for #5 4 larger bars. 13 .&lazed openings within 40" of the door lock when the door IS 3• Reinforcing shown continuous maayy be lapped 30 bor In the closed position, shall be fully tempered gloss or diameters in concrete, unless noted otherwise. approved burglary resistant materlol,orsholl be protected �y metal bars, screens or grills havin a maximum opening 2". 4. Reinforcing shall have the following minimum cover: C rate against earth 31nch of The provisions of this section 5 11. not apply i to view poured .... ::ports or windows which do not exceed 2" in their greatest Formed concrete -exterior face .... 2 Inch dimensions. glb'713 S. Welded wire mesh shall conform to A5TM A-185. Lap one full .mesh plus 2" at splices. K."'Sltding windows shall be provided with a device in the upper -!'channel of the moving panel to prohibit raising and removing :of the moving panel In the closed or. partially open position. I, Masor�ary units shall be: gl.6�l5.1 Concrete Masonry Units, Grade N conforming 15. sliding windows shall be equipped with locking devices and shall to ASTM Cg0 Medium weight concrete block (All units have the standard dimensions be so constructed on Installed that they remain Intact and unless noted otherwise and are to be open and engaged when subjected to the tests end). -.Specified in 6,731 and 6-732. Structura I Notes, 2. Portland Cement shall conform to A5TM C150,' Type . I or Type 11• no Mos°nary Cement is Allowed. ed. I,, All work performed; shall be in conformance to the 2001 3. Mortar shall be tie S; freshly prepared and uniformly mixed, and shall conform ASTM 02;0® CODE 2001 UMG 2001 UPC, and the 19g6 NEC Code. If plastic, type cement Is used the lime putty shall be ommttted. P 2• I^here .no specific detail, section or indication is given; 4• Grout shall be of fluid cons) )tency and mixed in the typical or approved standard practice details are to ration by volumes, one part cement, three parts sand, be used. or one part cement three parts sand, and two parts peagrave 1. 5. Reinforcing Steel shall be deformed bars conforming to A5TM A615 except that 1/4" ties may be plain bars. Wire reinforcement shall conform to A5TM A 52. 15.5tuds may be Gut or notched to a maximum 4) Gontirvou5 burning pilot Ilghts are of 25% of the width. Bored holes shall not prohibited. be nearer than 5/8" to edge of stud and dth a maximum size of 40Si5 of stud wi J. Ducts se hall bconstructed, installed and 6. Cotrvction shall be of the highest qualityworkmanship ns i6. Joists or rafters may be notched at top or insulated according to chapter 10 of the and ail walls shall be laid true and plumb. Provisions bottom to maximum of one -sixth of depth, Applicable edition of the Uniform Mechanical shall be arranged for all adjoining construction. but not within middle third of span. Holes Code. All Joints of the duct system shall be bored in Joists or rafters shall not be tightly sealed with masticor tape. STRUCTURAL AND MISCELLANEOUS STEEL: nearer than 2" to the edge and shall not exceed one-third of the Joist or rafter k.. Storage type water heaters and storage 1® All detailing, Fabrication and erection shall conform depth. tanks for solar 'water heating systems shall externallywith u of the latest edition OF A15C specifications. latedR-12 or e appodnternaIi iotion greater,y dLUELAMINATED TIMBER: 2. All structural steel shall be ASTM A36, bolts and nuts 1. Provide minimum R-4 Insulation on water shall conform A5TM A301 unless noted otherwise. I, Materials, manufacture and quality control heater inlet and outlet pipe for first five ipe columns and tubular steel shall conform A5TM A53 for structural glued laminated timber of feet in unconditioned spaces. Grade B. softwood species shall be in conformance with American National Standard AN51/AITG m. Insulate recirculating hot water piping in 3. rleldl electrode be AW5 Eior l ^gecroe s AIgO.I-ig83, STRUCTURAL CLUED LAMINATED unheated spaces. ous Inspection required, designed For half TIMBER, and AITG-Ili-DESIGN and stresses). stresses). MANUFACTURING. n. Gas fired household heating and cooling appliances, shower heads and faucets shall 4. All welding process and Inspection shall conform to 2. Theglued laminated timber members furnished comply with the appliance efficiency the American Society Specification 01.0 latest edition. shall provide design values that meet or standards. exceed the following; 5. Steel Fabricator shall submit shop drawings to the BENDING, Fb=2,400 psi o. General lighting in kitchen and bathrooms engineer for preview prior to fa Icatron. HORIZONTAL SHEAR, Fv = 165Rpsi shall have on efficacy of not less than 40 6. A cetlf irate of fabrication from the fabrlcatlng shiopp GOMPRE5SI0N PERPEN®IGULA TO GRAIN FG+ (tension face) = 385 psi lumens/watts. ( Golf flourescent lighting). � y 9 g or report from the special Inspector must be furnished to the job inspector prior to framing approval. j P p 9 pp FG+ (compression face) = 385 si p. MODULUS OF ELASTIGITY, E = (,800,000 P51 Thermostatically controlled heating on cooling systems (except heat pumps shall an automatic thermostat with a clock mechanism HOOD i'IRAMINd: 3. Appearance of members shall be INDUSTRIAL which can be manually programmed to I. Framing lumber shall be Douglas Fir -Larch, grade GRADE• automatically set back the thermostat set marked by W.W,P,A® or W.C.L.I.B. as follows, unless points for at least two periods within 24 otherwise noted on plans: 4. Unless otherwise specified, a coat of end ours). Vertical Framing sealer shall be applied to the ends of all 2"x4" 4 4"x4............ 5tondord Grade or Better members as soon as practical after end 2"x6" and larger .... No.2 Grade or Better trimming. Surfaces of members may be, but 6"xb" and larger .... No,l Grade or Better not necessorly: sealed with penetrating Horizontal Framing sealer. 2'°x 4 4"x.................... No. 2 Grade or Better 6"x and larger ......... No.l Grade or Better 5. Members shall be unwrapped. 2. Plywood roof and floor sheathing shall be as noted on 6. Members shall be marked with a G2uality plans.Plywood For shear walls shall be Structural I. All Mark indicating conformance with American sheets shall be grade marked and conform to P5-1-83. National Standard AN51/ATTG AIgO, 1-I1183, All plywood shall be bonded with exterior glue. 5TFZL;(:,TUR. AL GLUED LAMINATED TIMBER. 3. Each plywood sheet shall have a minimum area of 5 RESIDENTIAL l!vNMW'*r CONSERVATION: square feet and a minimum dimension of 2' in any direction. Install with joints staggered In adjacent sheets, with each a. The building design meets the requirements of sheet continuous over 2 or more supports and the Face Title 24, Part 2, chapter 2-53. grain perpendicular to supports for floor and roof sheathing, and parallel to supports For wall sheathing. b. Insulation installer shall post in a conspicuous location In the building o certificate signed by 4. Flood plates in contact with horizontal surfaces of concrete the installer and builder stating that the or masonry shall be pressure treated Douglas Fir. installation conforms with the requirement of Title 24, chapter 2-53 and that the materials installed 5. All nails shall be common wire nails with minimum nailing per conform with the requirements of Title 20, Chapter 2, Subchapter 4, Article 3. Table, 23-II B-I of the Code, unless shown otherwise. c. All insuldtlon materials shall be certified by the 6. All framing hardware shown are Strong -Tie Connectors as manufacturer as complying with the California manufactured by the Simpson Company, unless noted avolity Standards for Insulating Material. otherwise.instoll per manufacturers' recommendations. 1® Bolts shall conform to A5TM A-30i® Provide woshers d. Doors and windows between conditioned and under all bolt, nut, and screw heads. Outside or unconditioned spaces such as garages and compartments for central air gas furnacesshall 8® Double joists beneath all parallel walls. Solid block beneath be fully weotherstripped. walls perpendicular to joists. e. Manufactured doors and windows shall be g. Anchor bolts shall be 5/5" diameter x 10" with i" minimum certified and labeled in compliance with the embedment, unless noted otherwise on plans. See plans appropiote, infiltration standards listed in Table For spacing. Install not less than 2 bolts In each piece 2-53v of the energy regulations. of sill plate, with the first bolt within 12" of the end of the plate, f. All fan systems exhou!5tinp air from the building 10. Joists or rafters fromin from opposite sides of beams p shall be provided with brick draft dampers. or walls shall be lapped o minimumof4" and spliced with g . caulk around all plumbing and electrical t 4-16d nails, unless noted otherwise on plans. penetrations Into the, building envelope, 11. Beams built-up from more than 2-2" x members shall have h. Caulk and seal around all window and door frames I all pieces Fvl) length and shall have 5/8" bolts at 18" o.G. and between wall sole plates and floors and } staggered t and bottom 3" from the edges, with the egg op 9 between exterior wall panels. First -bolt 3-1/2" from the end. I. Mosonary and factory built fireplaces shall have 12. All flush framed 2" x connections shall be made with the following: 51mpson "LUP" series hangers, unless noted otherwise on plans. 1) Tight fitting closeable metal or glass door 13. All Flush framed 2-2" x and largerconnectionsh II ge s a be covering the entire opening of the firebox. made with Simpson "B" series hangers, unless noted 2) A combustion air Intake to draw air from the otherwise on plans, outside of the building directly into the firebox, which is at least six- square inches in area and is 14. Lap all 2-2" x top plates a minimum or 4°-O' of splices and null with 10-16d each side of each splice, unless wquipped with a readily accessible, operable and tight fitting damper. noted otherwise on plans. le*ere top plate is cut, add a 1/8" x 1-1/2" metal strap with 10-16d each side of cut. 3) Tight fitting flue damper with readily orce551ble control, REVISIONS BY Plans drawn by: ^G� G P. FOX P }J),RAFTI j RESIDENT COMMERCIAL GUILLERMO PALAFOX 8050 E. Florence Ave. suite #27 Downey, CA. 90240 phone: (562) 928-5467 pager: (562) 409-3116 GENERAL NOTES 1. VERIFY MEASUREMENTS WITH CORRESPONDING COSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION, THE CONTRACTOR MUST COORDINATE DATUM -BASED ARCHITECTURAL ELEVATIONS SHOWN WITH SITE -SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. 3. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. Project: Sheet Title: GENERAL NOTES Project for: Project: Address: Checked Job no. Drawn L.G. Date SHEET: 1 OF SHEETS