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HomeMy WebLinkAbout10140166.pdfA/ So-00' 3 � .I kk 7 ar ,1 7- 'il 5 E77. LE C t�t ,R � T 111, s scs, t c 1) 12'. It 8, In, d 81 0 q at all tim 11" to k 1� A, POWMiSSMOD fro 8's h 0 't cr- Y, I vr city CIt A Sant Ana, b"Piof.pmoa'n �nu, rl M,21` gs' PTAholdterTo � Pl.iOnsfA' l, 9o OvlYCdMaG4- LL NO T G, f,'33-i a iavi. .Ag Date �,$! , ws, m It" 1 4", 7 A 00 I rn P E Rikii PLMG gg "AM P E FZI�jl, T OY4, CODE c 'VED PLAN ING DIVISION Zone: DISCR, ACTION"' 1- ve X�J PLA NJ"�'E�R riATE� DATE PLANNING REQUIq Fj) YES NO do -law CONTACF�—_ N-PHO co WI CT -vo Ci (714) 667-2700 DITIONS BF -LOW: A ul W� na m e LIZ P 2- le, _7 0;4 x z. 00 p. X10 Q) I Kit L/N p d- 4 .4ell c- EA c, A, K is I.b It J5 —tt- 6 F", 11A 4, 336 2, -T vzf/Ax bi I c4l"It 44 SCALE: APPROVED BY: DRAWN BY c DATE: REVISED . . . . . . . . . . . . . . . 04 T)3�t XAN'l t-A, P�Ll $TR _4v A 4K* L DRAWING NUMBER , . �.z.� a`a' ell ,mx; 1 'rC hy, '{S .. . d.. . 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APPROVED BY: SCALE: �kl DRAWN BY k;: DATE: REVISED W.l ..,.DRAW NG NUMBER ��FF __.. n"r i .a . y w t f f < � r u i y ti R l'a 1- - �y.$�, i y ( ( F gg i Y }. r<f • Y -�-• 1 .,,I . y „ '.5.; .Y:. ,,,1, t`-w'::,.?Cw�•i. foe 0 SL.�"� <k ..... .. . .n vNAr,=TA-L 624��ed-tvlW) COW VAk4l5kr fLA61�1* (5 -- l"E f- ESS/04� CTI LLJ CC o, 20435 ...... APPROVED BY: SCALE: �kl DRAWN BY k;: DATE: REVISED W.l ..,.DRAW NG NUMBER ��FF E S sio Rio. 20 5 Exp. c PV I VV DRAWN CHECKED DATE SCALEt JOB NO. SHEET iEb wmktv�� OF SHEETS PRINTED ON 1000H CLEARPRINT E5 of 3 0- 4,5 � ( `r 10, 4 a 1,4o�w 1—N-1 !-ma) 6`�` 3 � )(0 W�l �b,/A Glazing i-Ii doors and enclosures for t)atll(Lll)S and showers shall have Gatet,1017Y ' ll classification per CBC Chapter NAM UBC Std. 24-2. Glazed wardrobe doors shall meet the 111'Pact Test Requirei-rients of UBC Sid. 24-2, Part 11. Larninated glass must also meet the Boil Test Requirements of UBC Std. 24-2, Pait Skylights shall G01"PtY with CBC Sectiorls 2,109 and 2603.7. Noto on the drawir ty ICBQ Research Rolmit 111-III)bOr and histallatioll requirements for skylights using IAastic I matelials. Pl�jsti(; skylights shall 'lot 00 ittg6lled within that portion of a roof located within a distance to ptopeity line or public way where openings in exterior walls are prohibited I whichever is most or required to be ptotected, restrictive. Refer to the rioted code sections for other important te(IL]iieiiiet-its/restiictiolls. ra V0,1A 21 2-COG 0 X1 Vxw e 01_ 1-0 6061"t 1-0/ le�:,o ok- HAD SCALE APPROVED BY: DRAWN BY DATE: b-1 S-03 REVISED r—,-67 />-W A-r140-6 6714) 4v2- oi64� DRAWING NUMBER oe CO� _4' A,. e— ✓ — JI s I.EGTWcAL PLl�ti1w� ow.". $SPIN "m .. .. ,..r ., SCALE:- APPROVED BY: DRAWN BY + DATE: REVISED c*7 t* _ �. DRAWING NUMBER � ............._.,.,.....�. ,,... .. Il.. t...�. ., .... ,.... {.. ,,. .. �-., L�'.. _,. ...,"' .. qM/.... ...._.r..,................. l m:.. ..,....,.,_ . ,_ .,._«._...........«..�-«:. .. ..«..�.. ,._....._..,...,fie,.... .,.,. .....,,..,....... . ..._.. .,....,.._................_...._...._..,...'fw..'r'.._ ... ._...., y�1} ...................... w v,. 9 MIR CD No. 20435 Exp. 9 -,-A - SCALE: �,oC 1l1 APPROVED BY: DATE: ®1 t j DRAWN BY REVISED DRAWING NUMBER tE I R-S .... ..... . ....... . .......... 5-' L 4A .. .. ........ . .......... ...... - W--,4 ...... .... . ....... ....... IFIM Vlo ........... ........... . . . ...... . .. .... .. . c -vi . ..... cA ANA APPROVED BY L6 �.�4A SCALE:ff DRAWN BY DATE: REVISED 40 DRAWING NUMBER M 14 A.1 xrO A 1xTV_Av t goM 011-1- F>IATV- -ro L7013el;r_ k247 f�_LC017- Y,1 1,4 to JOI 4'-0 MIN.' JOINT 4--,0* MIK. i; MtN.-.IX6 LET -IN WtACZ '.1 PROM SILL TO TOP PLAI ES AT ALL t)N5W3ATKW! 0,254 MAX. A . IN A r -1(0W5TW(,TYP) 74 7-�6� WHINn lift a wit 1. 2 X 4 D.F. #2 studs @ 1611 O.C. and -3 studs @ corners. 2. (2) 2 X 4 top plate min, lap 4811 block and splice w/ 4-16d nails or tie straps. 1 3. 2 X 4 pressure treated -or #2 redwood mudsi 11. 4. Fire blocking as required®• 5. 2 X 4 trimmers in addition to beam support: a Max. 611 opening (2) 2 X 4 studs, 1%11- bearing studs. S. Headeft: As, indicatedon plans, 7 Double window sill plate for',814 opening or greater. 8: X loft anchor bolts @ 7211 O.C. Car as'noted on shear wall tcheck4le.). And. 121f from openings or plate ends. 711 embedment '--jpto concrete. S. 1'X6 diagonal let -in brace ppr 25 lin. Ft. or wall. 45 - or SO minimum over, 3 stud's for framing erection only. 'See shear wall' schadur-e forte *lateral . C NAILING CHEDiJ# E-.-. Vila 'e'l CONIN M-TION NAILING41 No. 2043 Joist tosill or girder, toenail. E 3-8d Blocking to -joist-9 too nail each .2-8d sole plate, to joist or blocking; : f , .46d Q 16" QX, A6d .Top plate- stud, -end nail 2 �Svud to sole 'Plate too nail 4-8d Gouble, stud, face 'nail 16cl V 241,4 U� , Double top*.plbte.,' face nail' 160,1611 C.C. Top plates, laps and intersections,`face nail 2-.16d Continuous header, 2 pieces 4fidS iS" 03 C Along o a c h adc Coiling joist to plate,$, too nail 3-8d :Continuous header to stud, too nail 4-8d Ceiling joist, laps over partitions, face nail 3-16d Ceiling -joist to pai-allel-raFter, -face nail 3-16G Rafter to plate,Ltoe nail 3-Ad. V brace .to each -stud and plate, face.• nai 1 2-8d Built-up corner studs 1Eq 02411 0,X;1I or box nails except where Mted. otherwise. iW . ........ <_11 ...... SCALE: APPROVED BY: DRAWN SY.,v _3 DATE: REVISED ........ ... F -- S.N. 2x CONT. euc•C ROOF OR FLR S14rG.. SIMP. ST 22 016' O.C. FLOOR SHEATHING 2s FLOOR''JO.WS PER PLAN cv 7[ ROOF TRUSS PER PAW gT KwG£R , WOOD SM PER PLAN ` CONNECTION DETAIL OR $16224 SCAM f FLUSH BEAM. SIMPSON MSTI 36 OR ST6224 2 EO. EO, 1 EO: (3)16d E/S E4: (3)16d E/5 POST OR MALT. STUD PpS1 Op PULL S1UD. 2x STUOS ALT. kg CONDITION BEAM POCKET DRAG CONNECTION POST (SEE f SOLE PLATE SIMPSON MS 2x BLOCMN( POST (SEE a TIE. DOWN CONNECTION T0P PLATE WALL PER PLAN a 16d rWLS 0 2' O.C. (TYP) EDGE NAILING 4% CONT. W'G. CONNECTION DETAIL 2x FLOOR JOISTS SEE PLAN FOR S.IZ'I .AND SPACING _ Pl:Y1N440 SNT'6 SIMPSON METAL STRAP SEE PLAN FOR SIZE V.. r FULL QEPTH BLK' 2x BLK'C I AT STRAP ONLY CONT S ISHEAR'WA i SHEAR PANEL, SEE PLAN AND L L SCHEDULE ' .i i STRAP AT DRAG B•L OCK G CEIL.INcS 4 ROOF JOISTS SEE STRUCT. ATTIC VENT HOLES i DRYWALL -- TILE ROOF —ROOF SHTCG. --- SHT. METAL —BIRD STOP jkgF INSULATION AS R 0'D. . PLAN rf0010'7ct ' NEAVL DETAIL M i Y 4ell i irliM I6d Al' I+�0.1t , PLATE SPLICE 4 TYP r zl. STUCCO OVER LATH • '> � . ' �.7TG � V1✓4✓V -! T OBL 2x TOP AGREED PLATE SPLICE:WEEP PLATE A--116d COMM .2s STUDS SHT. METAL : EA SIDE OF FLASHtNc°; t SPLICE �. TILE : ( x r 1L1ro►47.• GROUT SOL D AT VOIDS �-- F.O.S. TOE" i'ji"QTE ROOFiN6 .•SPLICt G FELT , PLYWiaOD SHEATHING • r _ q . 4x :POST SE. -E PLAN }"" 5EE 5T1¢UGTURAL• rf00114 SIMPSON ST STR Pt:Y 1 SEE PLAN T.1LM TO SHALL w/t£-d N #L.S :EARN ENO .SEE PLAN wo"sn'OVALL FRAIl OFOR . SIZE. .. WALL WHERE OCCURS' STRAP HPU)OWN SOLE► BLCCIONG COt4T. . _ FLOOR slultatc 184 I&S BN . EA. JOsST—�� .... � mac.._ .........._ _. ... /�"#is YERyI Rio! lu NAILS 0 24• o EA JOIST ... � -- — — — ".. — FLOOR .IO m PER PLAN ONERRE? NWrMR A ----- TOP PlAn. HUM. OR vm PER P1AN SCALE: APPROVED BY: DRAWN BY DATE: REVISED DRAWING NUMI ER Its ` SHEAR'. PANEL WHERE OCCURS SEE'.. PLAN PLYWOOD SHT'G SILL NAILINGt 2x. FLOORJOISTS 81�E PLAN SEE PLAN - FOR S-1 ZE.' a SPACING. E N ON ..2x ''CONT.. 8LOCWG t6d AT o. c..,-- EN —I 41 2x4 TOP 2x 4 CONfT-`BLOCKlG- .60USLE ATE9 SEE PLAN, W/16d A*r 4"o.c. OR. R SPLICE NAILI USE SIMPSON A35 OR" STRAP ANCHORS AT -2eq.Co INSTEAD OF. BLK'G SHEAR.- PANEL WHERE' OCCUR tL SEE PLAN-, lj 2X4 C.I. 2-16d 113RACE 2X4XVo 3-16d. ABLK TO 8FLA4M' 2x&. ERA4ES 0 40* 0.0. o2-16d T.N. TO PLATE."- I 2X.. LEDG.ER W/3-16'.d,PER STUD' NO. .;PLYWD SHT'G #3w. DACIr EFtS 2X CONT, BLOCK LOCK 6 16d. AT 4 o6c. .6. o.c* EN IV 3 ILL 2X4.1 EN NAILING PLATE kC 14 Al -.F SK •"*`9f4 Elit, 2x CONT BLOCKG W/16d AT 4"o' EACH WAY 2x FLR JOIST SHEAR WALL I WHERE OCCURS.. TYPICAL MI PLYWOOD ROOF. SHTIG 2x RAFTERS' SEE -PLAN FOR SIZE. -a SPACING .2x' CONT. -B.LK*G W/ 3-164 PER BLOCK NA I t:G- 81:K. TO; BL)(. Ix 'STARTER SOARI)v .4. 2x -CEILING..'' JOisT 2X.4 .'CONT.. BLKOG :(FLAT) W/ 3-1.6d PER BLOCK 'TO- PLATE SHEAR PANEL "WHERE OCCURS EXT -SEE PLAN FINISH I WALL. 2,x4' STUD T=57 T.6clpl _4 tlim Lrs -p 1:5V ---------- o NO-20435 Ex. A& ot PRINTED ON 1000H CLEARPRINT = I DRAWN CHECKED DATE SCALE JOB NO. SHEET 1l � L-� OF SHEETS 44, zti NOTCH IN PLATE 411 SIX 16d NAILS EACH END • 0.058-INCH THICK BY 1/2* WIDE (MINIMUM SIZE) METAL STRAP, TYPICAL AT EACH PLATE PIPE PLATES CBC. Sec. 2320 DETAIL NO. 21 Plate to Accomodate Piping SEZ 17R)"19-' --FOR NOT4:,H RZOUIRM CUTTING AND NOTCHING; BORED HOLES V2 -'s _uD 2 BY 4 STUD - I 7A6" MAX 'V 2 BY 6 STUD - 2 3/16w MAX.]---`,�,`, 1-4 MIN. Km OR Tufbe MAX, BORED HOLE HANV4RAIL NOTCH 2 BY 4 STUD ­17/16* MAX. :2 BY 6 STUD 2 3/16* MAX. B4" E? IA. LA6 BOLTS x 5 1/2"0 EA BRA STUD V-0" O.C. 'MAX, 5/8* MIN. L/ 40%ALLOWED 40%AL - - LOWED NONBEARING PARTITIONS ANY WALL A. lok -LO14 DRAWING I DRAWING 3 2 BY 4 STUD - 2 CORNER SEND' 2 BY 6 STUD —3 1'+T - T HALL. RETURN N ri BORED HOLE HANDRAIL 2 BY 4 STUD — 7/8* MAX. .13/8' MAX. BRACKET- 2 BY 6 STUD STUD 5/8' MIN.: 1=1NISH FACE eLEVATION - ELM ED ANY NONBEARING WALL, 60% ALLOW /* 260 ALLOWED EXTERIOR :�-­ % D STUD DOUBLED BORED -`4 WALLS AND NONBEARING PARTITIONS - OR EACH BORE HOLE NOT PERMITTED IN MOREZ 5116 THAN TWO SUCCESSIVE DRAWI G N 2 DOUBLED STUDS, HANPRIAIL'. 1>9T =10-0 DRAWING 4 Hipme or 1/2 OF SPAN ONLY '"m1ow vow q v I P.RJLL 1/2*01A HOLE AS DETAILED, • OUTSIDE BEr-ORE: CVTTIN& NOTCH .1/4 SPAN ONLY "4EN APPROVED BY THE. EN&INEER 2-- A00 fl-'VACH V00 WHEAT PLATO 10-ORILLED OR MOTCHWO MORM THAN Me w .0POL4 HOI.Me AT Or- fn-ATr* t. a x lye. wl • 4-Irad r.AcH SMO 2-IX PLATM J0 T"15 oirmt. Is mcn- To. sm- u690, IN 51RUc*rUIZAL WALL. WITHOUT T14155 APPROVAL T.i 1701CAL PL ATE!• NO H I NG Cr Z Yr i LAI lrl J N _V _;1T.- 'ilia 5TAIR 5EYOND Y4HWZE- OCCUR5 L 1-- MIN. %5EM FLAN5) • _FL. LINE FLOOR J5T. (L z (5EE 5TRt4oT) 4- HAN, s j. 14 4fV x STRI146F-NOTEt INVIV. UNIT 2 R. (5EE 5TRUCT) OR SINGLE FAMILY ONLY �Iq* MIN, FINISH. la MArektAL Iff x 3/4" PLYAIP 0XI OFt 3— 2>c­ -1/4!! ALA& COW.... SLAD 2x SLK6 7INNIe44f!I7 FLOOR 2x4 Al 2- RANK .a BOLTS :ATE' :. A 5/16" HOLM5. DETAIL' /:2*1 STAIR ss, N 0. 20435 Exp. -- T'It * F O kz��z_ RAWN CHECKED DATE SCALE JOB NO. SHEET 12. F SHEETS PRINTED ON 1000H CLEARPRINT ............. .... .... - VJ 04INCOP4 HEAV/JAM5. .5"X 1 40-40* 700R, HEAP tA1o. O'Ft HO�V* INWLATtON R-13 41 6yp. JAM5 Cl;;t* HEAPEK- Y4000 CoASIN(So SHIM' ae. Pie- Cz Z 7- � PRINTED ON 10001-1 CLEARPRINT 114T. 11 N. 1LO y 0oUqTlv 06/4 0. JV0 0,c so C,OOT 4-19 00 *01-02Y. OIL Ulao DRAWN CH+EZKEO GATE SCALE JOB NO. OF SHEET SHEETS SSOM0 ANCHOR BOLTS The SSTB Anchor Bolt is the first tested and inspection -friendly anchor 1'k bolt for Holdowns. Extensive SSTB testing has been done to determine the design load capacity at a common application, the garage stem wall. Design loads are based on the lowest ultimate, from a series of five tests, EMBEDMENT with a three -times safety factor. LINE SPECIAL FEATURES: a Rolled threads for higher tensile capacity. CD Z • Offset angle reduces side -bursting, provides more concrete cover. • Stamped bolt head for identification after pour. SSTS16 • Stamped embedment line aids installation. (others le • Configuration results in minimum rebar interference. similar) INSTALLATION: a Use the table to select the appropriate SSTB U.S. Patents size for the holdown and foundation type to be used. 5,,33i7 85p ■ SSTB is suitable for monolithic and two -pour installations. and $35�905 a Nuts and washers are not supplied with the SSTB; install standard nuts, couplers and/or washers as required. REINFORCED CONCRETE FOUNDATION 1�< MKP(see 19 Mill. E a Install SSTB before the concrete pour using an pg �- o1sTANCE for MKP). Install the SSTB diagonally at approximately 450 from the wall. install one #4 rebar 3" to 5" from the top of the foundation. The SSTB does not need to be tied to the rebar. a Minimum concrete compression strength is 2500 psi. Unless noted ' otherwise, no special inspection is required for foundation concrete ° when the structural design is based on concrete no greater than le 2500 psi (1994 Uniform Building Code, section 1701.5.1). a Use 90% of the table load for 2000 psi concrete. REINFORCED CONCRETE BLOCK identification - stamp showing embedment angle EMBEDMENT 10/ LINE 4• r • SLAB .o de • 0 FOOTING Double Pour installation (SSTS20, 24 and 34) 6•MIN. 8"FOR '/V DIA. SSTB a Before concrete pour, install diagonally at approx. 450 in the cell. ■ Horizontal #4 rebar (minimum 56" tong)—approx. one rebar 12" from the top and two rebars approx. 28" from the top. o o Vertical #4 rebar (minimum 24" long) —install with maximum 24" o.c. spacing. • Grout all cells with minimum 2000 psi concrete. Vibrate the Typical ' grout per the 1994 Uniform Building Code, section 2104.6.2. SSTB ° a OPTIONS: Available in hot -dip galvanized; consul# Simpson. Installation r­ CODES: ICBO No. 4935, City of L.A. RR 25152 for concrete foundation only. - TYPICAL REBAR INSTALLATION Typical SSTB Installation SELECTION TABLE with mudsill o . Model 2X, 3x:, 2 2x Sill Plates NO* Mono Pour Two Pour PHD2' HD2A SSTB16 SSTB20 PH050 HD5A SSTB20 SSTB24 HTT22 SSTB24 -- PHD6, PHD8, HD6A, SSTB28 SSTB34 HD8A, HD10A and HoidownDIAGONAL a o PLACE = z ° . z IN CORNER _J '.� N -4 " APPLICATION 45j° 135°/90%45' 135' , . m o a°� ° 12'MIN. FOR o n o. x LU o x 00 L Ti5'DIA. SSTB o N LOCATE $ o ' FOR FULL. APPIFW. 4� ti z TABLE LOAD o 5" : o FROM WALL 0 Mill. Cr ' I MIN. n o -.� 1Y'4"MIN. k ' e �-t Plan View of SSTB Placement "1 1a�4 MIN. in Concrete Stemwall End Wail Continuous Corner Stem Wall .--� Model No.le Dia Length Min Embed Ufg Allowable Tension Load (133)1.2 Concrete 4 Concrete Block CMU End ,Eigw Wind Elquake Wind Elquake Wind SSTB16 6/8 17 12 13640 4420 3900 4630 . 4085 1850 1630 SST820 % 21 16 14745 4600 4060 4630 4085 1850 1630 SSTB24 5/6 25 20 14745 5175 4565 4630 4085 1850 1630 SSTB28 7/8 29 24 32700 10100 $910 6385 5630 4816 4250 SSTB34 7/a 34 28 132700 10100 8910 6385 1 5630 4815 4250 SSTB36 7/8 36 J 28 32100 10100189101 6385 15630 14815 4250 1. Loads may not be increased for short-term loading. 4. The maximum allowable load is Loads apply to earthquake and wind loading per, 8150 lbs. ,for earthquake and 1994 UBC Sedbns 1909 and 1925. 7190 lbs. for wind for an SSTB28 2. Minimum anchor center -to -center spacing is 2Le for used 5" from the end of a anchors acting in tension at the same time for the full toad. concrete foundation. Use the full 3. The SSTB was tested in a stem wall with a minimum table toad :when installed 24" from amount of concrete cover. the end or when installed in a comer condition (see illustration). Typical'SSTS Installation in Grouted Concrete Block 17 Z Cn HD5A (H02:A similar) U.S. Patent 4,666,672 Canasta Patent 1,263,481 f HOLDOWNS See page 15 for additionalproduct illustrations. Holdowns are used to transfer tension loads between floors, to tie puriins to masonry or concrete, etc. Use HDAs and HDs for overtum requirements , and other applications to transfer tension loads. All HDAs and the HD15 are . self jigging, ensuring code -required minimum 7 bolt diameter spacing from the end of the wood member. . HD6A, HD8A, HD10A and HD14A's seat design allows greater installation adjustability. An overall width of 31/4' for the HD6A, HD8A and HD10A, and 31/a' for the HD14A provides an -easy fit in a standard 4x wall. HDA SPECIAL FEATURES: r ■ Single piece non -welded design results in higher capacity. ■ Load Transfer.Plate eliminates the need for a seat washer. • Fewer inspection problems. MATERIAL: See table FINISH: HD2A, 5A, 6A, 8A and 10A—galvanized. HD8A may be ordered HDG; check with factory. HD14A, HD15 and HD20A Simpson gray paint INSTALLATION: ■ Use all specified fasteners. See General Notes. a For an improved connection, use a steel nylon locking nut or•a thread adhesive on the anchor bolt. n Bolt holes shall be a minimum of Ale to a maximum of 1/16" larger than the bolt diameter (per 1991 NDS, section 8.1.2.1.). a Standard washers are required between the base plate and anchor nut (HD15 only), and on stud bolt nuts against the wood. The Load Transfer Plate is an integral part of the HDA Holdown and no washer is required. HD10A (HD6A, HD8A, See page 19 for BP/LBP Bearing Plates. 'HDI4A and HD14 a See SSTB Anchor Bolts and Additional Anchorage Designs for similar} anchorage. options. The design engineer may specify any,alternate anchorage calculated to resist the tension load for a specific job. a Locate on wood member to maintain a minimum distance of seven bolt diameters from the end of the member to the centerline of the first bolt hole (HDAs and the HD15 are self jigging; minimum required distance is automatically maintained when end of wood member is flush with the bottom of the holdown). Typical HD5A ■ To tie double 2x members together, the designer must determine the Hoidown . fasteners required to bind members to act as one unit without splitting. installation with ■ For holdowns installed on the mudsill, anchor bolt nuts should be SSTB anchor bolt. finger -tight plus 1/3 to 1/2 turn with a wrench, with consideration given Washers are not to possible future wood shrinkage. Care should be taken to. not required at base. over -torque the nut, which may lead to premature anchor bolt failure. a Stud bolts should be snugly tightened (per 1991 NDS, section 8.12.4), CODES: BOCA, ICBO, SBCCI Nos. NER•393,, NER-469; City of L.A. Nos. RR 24818 and RR 25158 (for HD2A, 5A, 8A,10A, 20A and HD15). Model No, Material Dimensions Fasteners Avg UK Aik►wable Loads'.7,1i0 (133) Hoidown i1 Deriec#ion at Hwiest Allowable Base � Body GoHB 5 SB w N B so • CL Anchor Dias,, Stud Bob Length of Bolt $%4 in Vertical wood Member f ty Dia 11/2 2 21/2 3 31/2 51/2DeMpLoad. H02A 7 12 49/16 1 21/2 23/4 1 8 29/16 1 3/8 17/16 5/8 2 5/g 12150 1555 2055, 2565 2775 1 2775 2760 0.058 HD5A 3 10 51/4 3 31/s 97/1s 39/16 1 1/2 23/16 1 5/s .or 3/4 2 3/4 20767 1870 2485 3095 3705 4010 3980 0.067 HD6A 3/6 7 63/16 31/2 31/4 111/16 .37/16 9/16 21/16 7/g 2 7/8 27333 2275 2980 3685 4405 5105 5510 0.041 HD8A 3/s 7 63/16 31/2 31/4 149/16 37/16 9/16 21/16 7/6 3 7/6 28667 3220 4350 5415 6465 7460 7910 01111 H010A 3/6 7 63/16 31/2 31/4 181/16 37As 9/16 21/16 7/8 4 7/B 28667 3945 5540 6935 8310 9540 9900 0.269 HD14A 3/s 3 7 4 31/2 209/16 _3% 5/8 23/16 1 4 1 38167 -- --- -- -- 11080 13380 0.215 HD20A 3/s 3 7 4 41/4 0t3/16 41/8 7/s 23/8 11/4 4 1 51333 -- --- -- — 11080 13380 0.250 HD15 3/8 3 7 4 31/2 241/2 47/1s 35/s 21/B : 11/4 5 1 55333 — — -- -- -- 15305 0.082 1. Allowable loads have been increased 33% for 5. HB is the required minimum distance from the end of 9. Full tension loads apply when HD5A is used with earthquake or wind toading with no f urther increase the stud to the center of the first stud bolt hole. End a 5/8" andvt bott. allowed; reduce where other loads govern. distance may be increased as necessary for installation. 10. See pgs 6,7 for testing and other important information. 2 HDi 5 requires a minimum fixfi nominal past 6. The anchor embedment and configuration must be 11. Defiectiort at Highest Allowable Design Load: 3. Use a minimum 46 nominal post for the HD14A specified. See SSTB Anchor Bolls and Additional The deflection of a holdown measured between the anchor and the HD20A. Anchor Designs. bolt and the, strap portion of the holdown when loaded to 4. The wood member must be sized for the load -carrying 7. Lag bolts will not develop the listed loads. the highest allowable load listed in the tstalog table. This capacity at the critical net section, reducing the gross 8. Holdowns installed raised off the mudsill may have movement is strictly dare to the hoklo n defamation under section area for holes or other removed wood as larger deflection values. a static bad test conducted on a steel 4 specified in the code. 14 —r EXiSTiNb NEW FOOTI" RT'b e = - �p .SSIO,^ Qom .435 OF - C AO FOOTI" . R>EINFOtZGi�NT . E. w., R ter PKILL 1/2* PIA. 'HO £' i +*bRmr * 4Xit.► L o" Doris..: TYP T0110460T. 240R- �.� XISTIN6 To.. t4C F900TIN6 P a DRAWN CHECKED DATE SCALE JOB NO. i c- OF SHEET SHEETS PRINTED ON 1000H CLEARPRINT a The following. are re iu ied for Ityimcp (it (.orIilmI coolinu eauiUment in in attic: ScuWe 22" x 30" or (lie size of the largest l)iccrr of ectrIilrttrent and Iocale f. not over 20 foot Imm oquipment is requfred. (NIC; 30) UnobstrUcLU'd passayEiway 24 inches wide of solid continuous flooring from scuttle to equipment and its contiols. (I'V1C 307.3) Unobstructed W' uik sluice of 30"'ruin. depth in front of ecluilfnrerrt. (NIC 30 ) Light over MILlil)tnent V.ittt ,witch at scuttle. (N-1C 306) V017t thrOLK)h tool �I nritr. of 5 feat above the highest vent t ollar which it serves. (NIC 806.2) Furnace instalkition shill meet all listed clearance. For(;ed Air Unit (FAU) is not allowed in 1111 .5 of truS5E3d routs unless required are provided. No line contact is putmittcA. A circulating afr'supply opening or duct of 2 sq. in. per '1,000' BTU '3 required for the forced air fur, -tace. Show on flans. (MC G03.5.2) f he followiny are requited for the forced .air;. furnace in a cvmy_ar.tntert: t ("otnpailnt"att dittrensions strap havfl -: 3" rriftiitnum clearance on sides a11d1 F t3acf-JG" tnirrlriium clear ftom front Of equipment to combustion air .intake`1; 1'he r11iiiin-rum width permitted is-,A,Zt greater thatt the equ'iptitent. Area of combustion stir of 1.. sc� inch .per 1,0U0 bTU (100 sri. itich titiriit�iut�i) is requited ittto cOrripartment. half of areid within II inc;{it✓s of cei{inf� and h�i{f within 12. in,lies of floor. (NI . 71)1, 702, 707 and Table 7-A) CUil-rbustiorir stir 110111 attic; though 20 ptigo plvatrizr�d Str3e) sleeve extending G inc;hes ritininrutn above. ceiling joists without SCMI:ri �'Jt the tc�p (Attic to have a(ic;(luate• 01)(NIhiys). (NIC 703 and 704) Combustion Sir floor outsidC to coriipartment with 1/4" seteett at outside opening. (iv1C '702.3) S mrate ducts for Upper and lower combustion air supply, openings. __ .... _ 641 i .. _..... __ _._ ...:.c :., _. :�_w:... _._... �, r.' :ry ........... _. . N i� Iv . 93 D .• 9 i SCALE: APPROVED BY: DRAWN BY DATE: REVISED N .... oo _ D�tAWI G NUMBER ■ FINISH:5 A. The installation of lath, plaster and. gyypsm wallboard shall comply with meter 47 and the Fire reistive, ctruction ovisions� of • °� Pr' Chapter* � 43.E Sections 4 and 5 of the U . S . 0 . • 8. s Nai1 .and corner beady to confo rm. with recommended performance standards, C. : All joints.. to be taped. -0. Ail wallboard ends and. e edges. -to . dges . cur' over nailing members.... E. Cer'amic shower and tub tiles, placed over. 1 layer M9 felt- an. 04 coats cement plaster. ° F. Floor tiles on 2nd floor .to have 3/8'.' rloyment. G'. Materials shall be new and delivered to the site in original .and unbroken containers ,--bearing.the' manufacturers: s label'. H. Primer, varnishes, paints, stains,.. and fillers shall be of the, best grace, Ias Manufactured' by de:rin-edwards or an approved equal: Oil, when re- quired, shall . be Pure -linseed oil. Y. Ail surfaces to be .pr%imed:, painted, or finished, shall be in proper- condition to receive same, and commencement, of work. by painter' shall indicate his acceptance of conditions and surfaces. J: Before painting,,. all • dirt and .. extraneous matter maast be removed, all rough spots sanded down,,all - knots :'Filled.with shellac, and all nail holes puttied.. Putty color on finished wood`to'be stained to match wood Finish. K. Exterior. metal shall receive. two 'coats of * .oil base her{ - paint applted over eitshop coat:oF primer with Field coat or metal primer.. L. Interior- wood shall receive a first,coat of shellac or flat under-coater', a -second coat. of half. undercoat and` half enamel, and a third .coat of enamel.... M. Interior drywall shall.receive a first coat of pigmented sealer, a second coat of halF.undercoat and half enamel, and, A 'third- coat of enamel' or paint as specified. N. All finish materials to.be used in conformance with .the .manufacturer's specifications: •. 0. All war=kmanship: to -be first ,class quality and sat-. isfactory to the owner. r- ArA kdo Pei 12Pjz 4'5f�4�L 13r_:�. I- c� � l i f "' I-CARIPENTRY •A. The* quality and design of wood members' and -their; fastenings shall conform:to the provisions of chapter 2S of the. uniFcrm' building code. 8. S60-plans-for sues, grades,,•quantities, locations, and. clearances of structural wood -members. C. ..Foundation plates, sills, and sleepers on concrete or mafionry'in direct-contect•with earth, to be pres-u • sure treated or -'no: 2 redwood marked -by an approved agency. 0.0 2 X.4 Odugl.as f ir-larch '#2 - • 1450 f studs unless oth - wise .noted. (Maximum height 14' - . Of' ) . E.. See plans .for p girder's, joists, and rafters. F. All Finish material shall be. kiln -dried,, mill sanded, and void OF - shaper. or .saw --marks, checks, .knots, sap pockets, slivered.. wood; or other imperfections. G. Workmanship shall be. first-class quality, ready for the painter, and. satisfactory to. the. 'Owner . ..H. Nailing -to be concealed wherever 'passible and.al•l exposed nails properly set.. I. Lock and -latch sets to be fitted and'then removed .For the painter.. All hardware to operate smoothly when the work is completed. ,!. Roof sheathing to be�� COX- index 32/ 1S .,structural II plywood'. Nailing to be 8d' at 4111. 611,. 12", block as required. K. Floor sheathing. to. -be 3/411 Index 36/ 16 structural II plywood with edge blocking unless otherwise noted. L. See plans and -,schedule for plywood.: shear panels.. L. ALL: UL I06161 � ' ` ...... _ ,gyp E$ 64AL- » W DR ............ . • �Ll..:L�C= SQL,. � ' :$ ...• ,':: a .t —i s ,r,. ''� Yr '•LJ;r .'ry. 11110W., Z'X . tos ..:....:..::...:.::.:.1:'::::r.;:.:.....:�::�::.:��:::::. -Cut' Yam.. 3. No 4. VO W b. 00 A M F o 204 Ex OF cm- r d t i DRAWN CHECKED DATE SCALE JOB NO. SHEET O OF SHEETS 10 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page I CF-IR TOC, TABLE OF CONTENTS Projec ' tTitle .......... CHHOUY THIK 2ND-FL ADDITN Date..05/29/03 15:56:34 Project Address ........ 1270 S. Oak Street. --------------------- Project Title.......... CHHOUY THIK 2ND FL ADDITN Date...05/29/03 15:5634 SaritaAna, ca ******* ------- I ------------- *v6.01* Project Address........ 1270 S. Oak Street Documentation Author.-.-. CHUCK S. MIRJAHANGIR Building Permit # Santa Ana, ca *v6.01* Chuck Mirjahangir: Author.... CHUCK Si MIRJAHANGIR Building Permit # 18141 Beach Blvd., Suite 120 Chuck Mirjahangir* -Check / Date Huntington Beach, CA 92-648 Plan I Check I Date 18141 Beach Blvd., Suite 120 Plan 92648 714-377-9 . 747 Field-check/.Date Huntington Beach, CA Climate zone ........... b8 ---------------------- 714-377-8747 Field Check/ - Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, ----- ------ ---- Inc. Climate zone........... 08 Compliance Method...... MICROPAS6 v6.01 for 2001 standards by Enercomp, Inc. MICROPAS6 v6.01 Fiie-THIK Wth-CTZ08S92. Program-FORM'CF-IR User#-MPligi:. User -Chuck Mirjahangir Run-CHHOUY THIK-2ND FL ADDITN MICROPAS6 v6.01 File-THIK Wth-CTZ08S92 -program-TOC ------------------------------------ ------------------------------ --------------- User#-MP1191 User -Chuck Mirjahangir Run-CHHOUY THIK-2ND FL ADDITN ----- I - I . - --------------------------------- ------------------------- GENERAL INFORMATION'' ------------------- Conditioned Floor Area..... 1315.sf Building Type .............. Single Family Detached' Construction Type ......... Addition Alone. TABLE OF CONTENTS Building Front Orientation. 'Front Facing 270 deg (W) --------------- Number of Dwelling.Units,... 1 Number of Stories.. ........ I Page Floor COnstruction-Type .... Raised.Flobr Report Glazing Percentage......... 15.4 t of floor area. Average Glazing U-factor ... 0.4 Btu/hr-sf-F Average Glazing SHGC ........ 0.35 FORM CF-IR .................. Average Ceiling Height..... 8 ft FORM MF-lR ................ 4 BUILDING SHELLINSULATION- -------------------------- FORM Ca-2R .................. 7 Component Frame Cavity Sheathing Total Assembly Type Type R-value. R-value* R-value U-factor Location/Comments FORMC-3R .................. 10 ------------ ------- --------- -------- -------- -------- ------------------------ HVAC 'SIZING ................ 13 Wall Wood R-15 R-0 R-15 0.081 RoofRadiant Wood R-38 R-O R-38 0.029 Attic Floor Wood R-19 R-0 R-19 0.037 /first floor FENESTRATION Over - Orientation Area U_ Interior Exterior hang/ (sf) Factor SHGC,.-Shading Shading Fins -------------------- ------ ------ ------ --------------- -------------- -------- Window Front (W) 12.0 0.400 0.350 Standard Standard None Window Front .(W) 12.0 0.400 0.350 Standard Standard None Window Front (W) 12.0 0.400 0.350 Standard Standard None 'Window Front (W) 18.0 0.400 0.350 Standard Standard None Door Front (W) 21.0 0.400 0.350 Standard* Standard None Window 'Back (E) 12.0 0.400 0*.350 standard Standard None <0 Window Back, (E) 6.0 0.400 0.350 Standard, Standard None 10- Window Back (E) 6.0 0.400 0.350 Standard 'Standard None CP Window Back (E) 9.0 .0.400 0.350 Standard .'Standard None Window Right (S) 9.0. 0.400 0.350 Standard Standard None Window Right (S) 9.0 0.400 0.350 Standard Standard None fr IL MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF-IR Project Title.......... CHHOUY THIK 2ND FL ADDITN Date..05/29/03 15:56:34 Project Address........ 1270 S. Oak Street --------- ------------- Santa Ana, ca *v6.01* Documentation Author.... CHUCK S; MIRJAHANGIR Building Permit # Chuck Mikjahangir 18141 Beach Blvd.,, Suite 120 Plan Check Date Huntington Beach, CA 92648 714- , 377-8741 Field Check/ Date Climate Zone ............ 08 --------------------- IR- CERTIFICATE ' AL OFCOMPLIANCE: RESIDENTIAL ' CERTIFICATE OF COMPLIANCE:, RESIDENTIAL. Page 2 CF-Page 3 CF_lR Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. Project Title........ 1. CHHOUY THIK.2ND FL ADDITN Date..05/29/03 15:56:34 Project Title.... .... CHHOUY THIK 2ND FL ADDITN MICROPAS6 v6.01 File-THIK Wth-CTZ08S92 - Program -FORM MF-lR Date.-.05/29/03 15:�6:341 User#-MP1191. User -Chuck Mirjahangir Run-CHHOUY THIK-2ND FL ADDITN MICROPAS6 v6.01 File-THIK Wth-CTZ08S92 Program -FORM CF-lR MICROPAS6 v6-01 File-THIK Wth-CT208S92 Program -FORM C ------------------------------------------------ ----------------------------------- User#-MP1191 User -Chuck Mirjahangir Run-CHHOUY THIK-2ND-FL ADDITN User#-MP1191 F-IR User -Chuck Mirjahangir Run-CHHOUY THIK-2ND FL ADDITN - ------------------------------------------------------------------------- ---------------------------- I Note: Lowrise' residential buildings 'subject to the'Standards must contain these -- --------------------------------- ---------- measures regardless of the compliance approach used. Items marked with an FENESTRATION COMPLIANCE STATEMENT asterisk (*) may -be superseded by more stringent compliance -requirements listed - I ------------- ------- ; -------------- on the Certificate of Compliance. When this checklist Is incorporated into the Over- This certificate of compliance lists the building features and performance r permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether Area U_ Interior Exterior hang/ specifications needed' to comply with Title-24, Parts 1 and 6 of the they are own in the documents or on thisicliecklist only. orientation (sf) Factor SHGC Shading Shading Fins California Code of Regulations, and the administrative regulations t ------------------ ----- ------ ------ --------------- -------------- ----- implement them.. This certificate has been signed by the individual with Door Right (S) 40.0 0.400 0.350 Standard Standard None overall design responsibility. When this certificate of compliance is BUILDING ENVELOPE MEASURES - _____________________ ___ Left (N), 18.0 0.400 0.350 Standard Standard None submitted for a single building plan to be built in multiple orientations, Window Left (N) .18.0 0.400 0.350 Standard Standard None any shading feature that is varied is indicated in the Design- Enforce - Special Features Modeling Assumptions section. ment HVAC SYSTEMS *150(a): Minimum,R-19 ceiling insulation. --------- r__ 150 (b) : Loose -fill insulation manufacturer's labeled R-Value. DESIGNER or OWNER. DOCUMENTATION. AUTHOR Refrigerant Tested ACCA *150(c) : Minimum R-13 wall.insulation in wood framed walls or Equipment Minimum Charge and Duct Duct Duct manual Thermostat game.... Mr. Tim Blinn equivalent U-f actor' in metal frame 'walls (does not apply to exteriormasswalls) Type Efficiency Airflow Location R-value Leakage D Type Company. Design in Atmosphere Name.. CHUCK S.'MIRJAHANGIR Company. Chuck. Mirjahangir ------------ ----------- ------- ----------- ------- ------- ------ ------ *150 (d) : Minimum R-13 raised, floor insulation in. framed floors. Address. 2166 W.Broadway St. #771 Address. 18141 Beach Blvd., Suite 120 Furnace 0.780 AFUE n/a Attic R-4.2 No No Setback 'AnAheim, -Ca. 92804. Huntizigion Beach, CA 92648 150(l): Slab edge insulation - water absorption rate 'no greater Acsplit 10.00 SEER No Attic R-4-..2 No No Setback Phone... 714-991-7565 Phone... 714-377-8747 than 0. 3t, water vapor transmission rate no -greater than 2.0 -License. G. C # 5318 11 perm/inch. WATER HEATING SYSTEMS 118: Insulation specified or installed meets insulation quality ------------------ Signed. Z Signed.. standards. Indicate type and form. Number Tank External (date) - NAI 116-17: Fenestration Products, Exterior Doors and Infiltration/ YE1 in Energy Size insulation �Exfiltration Controls Tank Type -Heater Type Distribution Type System Factor (gal) R-value ENFORCEMENT AGENCY 1. Doors and windows between conditioned and unconditioned Y15J ------------ ----------- ---------------------- --- ; ---- -------- ------ ---------- spaces 'designed to limit air leakage. Water Heater to meet minimum CEC Standards Name.... 2. Fenestration products (except field. fabricated) have yes, Title... label with certified U-factot, certified Solar Heat Gain SPECIAL FEATURES AND MODELING ASSUMPTIONS. Agency.. Coefficient (SHGC), and infiltration certification. ------------------------------------------ 3. Exterior doors and windows weatherstripped;' all joints Items -in this section should,be..documented on the plans,,*** Phone... and penetrations. caulked and sealed.. installed to manufacturer and CEC specifications, and 150(g): Vapor barriers mandatory in Climate Zones 14 and 16' verified during plan check and.field inspection. Signed... only. (date) 150 (f) : Special infiltration barrier - installed to comply with Tc� This building ihc'orpor6tes-a Radiant Barrier. The radiant barrier must have Sec. 151meets Commission quality standards. an emissivity less than or equal to 0.05, must,be installed to cover the 150 (e) : Installation of Fireplaces, Decorative Gas Appliances roof trusses, rafters, gable end -walls and other vertical attic surfaces, and Gas Logs and must meet attic ventilation criteria.. Masonry and factory -built fireplaces have: a.. Closeable metal or glass door 0 REMARKS MIX AN APPROVED BY: SCALE: DRAWN B DATE: REVISED DRAWING NUMBER Za ;Z__0 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF-1R - Project Title. .`. .. CHHOUY-THIK 2ND FL ADDITN -- yDate. 05/29/03-15:56:34 rMICROPAS6 v6.01--File-THIK --Wth-CTZ08S92 Program -FORM MF=1R User#-MP1191 User -Chuck Mirjahangir Run-CHHOUY THIK-2ND FL ADDITN ______________________.-----______---_-___---______________-____------------__-- b. Outside air intake with damper and control ids c. Flue damper and control 2•. No continuous burning gas pilots allowed. th.�Co SPACE CONDITIONING, WATER HEATING AND PLUMBING.SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads.and faucets certified by the Commission.. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150.(j): Pipe and Tank insulation 1. Storage gas.water heaters rated with an Energy.Factor 7�s less than 0.58 must be externally wrapped with insulation having an.installed thermal resistance of R-12 or greater. [F-S 2. First 5 feet of pipes closest to water heater tank, non recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external" insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. a/S` 5: Cooling system piping. below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m) Ducts and Fans. 1. All ducts and plenums installed, sealed and In- yes' sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to.a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape., aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181,.. UL181A, or UL181B. 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. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall. not be sealed with cloth backed rubber adhesive duct tapes unless such tape is -used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. YES 3. Gravity ventilating systems -serving conditioned space have YE S either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric` COMPUTER METHOD SUMMARY. Page 8 C-2R_ Project Title..--.===.-CHHOUY-THIK�2ND-FL-ADDITNDate 05/29/03-15 56:34 - MICROPAS6 v6.01r File-THIK Wth-CTZ08S92- Program -FORM -C-2R- - - ---+ User#-MP1191 User -Chuck Mirjahangir Run-CHHOUY THIK-2ND,FL ADDITN BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit 2ND FLR Residence 1315 10520 1.00 Yes Setback" 2.0 Standard. No. OPAQUE SURFACES -- Area U- Insul-Act Solar Form 3 Location/ Surface (sf) factor R-val Azm.Tilt Gains Reference Comments 2ND FLR - New 1 Wall 96 0.081 15 270 90 Yes W.15:2X4.16 2 Wall 248* 0.081 15 0 90 Yes W.15.2X4.1.6 3 Wall 329 0.081 15 90 90 Yes W.15.2X4.16 4-Wall 226 0.081 15 180 90 Yes, W.15.2X4.16' 5.RoofRadiant 1315 0:029 38 n/a 0 Yes R.38.2X12.16.Attic 6 Floor 1315 0.037 19 n/a 0 Yes FC.19.2X8.16 /first floor FENESTRATION SURFACES Area U- _ ---- Act-- Exterior Shade Interior Shade Orientation .(sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 2ND FLR - New 1 Window Front (W) 12.0 0.400 0.350 270 90 Standard/0.76 Standard/0.68 2 Window Front (W) 12.0 0.400 0.350 270 90 Standard/0.76 Standard/0.68 3 Window Front (W) 12.0 0.400 0.350 270 90 Standard/0.76 "Standard/0.68 4 Window Front M . 18.0 0.400 0.350 270 90 Standard/0.76 Standard/0.68 5 Door Front (W) 21.0 0.400 0.350 210 90 Standard/0.76 Standard/0.68 6 Window Back (E) 12.0 0.400 0.350 90 90 Standard/0.76 Standard/0.68 .7'Window Back (E) 6.0 0.400 0.350 90 90 Standard/0.76 Standard/0.68 8 Window Back (E) 6.0 0.40.0 0.350 90 90 Standard/0.76 Standard/0.68 9 Window Back (;E) 9.0'0.400 0..350 90 90 Standard/0.76 Standard/0.68 10 Window Right (S) 9:0 0.400 0.350 190 90 Standard/0.76 Standard/0.68 ii Window Right (S) 9.0 0.400 0.350 180 90 Standard/0.76 Standard/0.68 12 Door Right (S) 40.0 0.400 0.350 180 90 Standard/0.76 Standard/0.68 13 Window Left (N) 18.0 0.400 0.350 0 '90 Standard/0:76 Standard/0.68 14 Window Left (N) 18.0 0.400 0.350 0 '90 Standard/0.76 Standard/0.68 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF-1R -- 'Project ...�CHHOUY THIK 2ND FLADDITN----~Date..05/29/03-15:56:34 '-MF=1R-----~ - -----MICROPAS6 v6.01 -File-THIK --Wth-CTZ08S92^- Program -FORM , User#-MP1191 User -Chuck Mirjahangir Run-CHHOUY THIK-2ND FL ADDITN ______________________------___-.---_________----------____-_.__- resistance heating and no pilot light. N---__ It 2. System is installed with: heater 010. a.- At least 36 inches of pipe between filter and for future solar heating. b. Cove r.for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas -fired central furnaces, -pool heaters, spa heaters or " household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er meat 150(k)1: Luminaires for general lighting in kitchens shall have lamps 'with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible YES lighting control panel.at,an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt-or greater switched at the entrance to the room or one.of the alternatives to this requirement allowed in Sec. 150(k)2..; and recessed -ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY. Page 9 C-2R Project rTitle .......... CHHOUY -THIK^2ND-FL ADDITN- --~ Date 05/29/03.15:56:34 -MICROPAS6 v6.01 ~File-THIK -Wth-CTZ08S92 Program -FORM C-2R User#-MP1191 User -Chuck Mirjahangir Run-CHHOUY THIK-2ND FL ADDITN _______________________---------------------------------------------------- HVAC SYSTEMS - Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R-value Leakage D Eff 2ND FLR Furnace 0.780 AFUE n/a Attic R-4.2 No No 0.769 ACSplit 10.00 SEER No Attic R-4.2 No No 0.761 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System- Factor. (gal) R-value Water -Heater to -meet minimum CEC Standards SPECIAL FEATURES AND MODELING ASSUMPTIONS. *** - Items in this section should be documented on the plans,, *** *** in to manufacturer and CEC specifications., and. *** *** verified during plan check. and field inspection. *** This building incorporates a Radiant Barrier. The radiant barrier must have an emissivity less than.or equal to 0.05, must be installed to cover the roof trusses, rafters, gable end walls and other vertical attic surfaces, and must meet attic ventilation criteria.. REMARKS COMPUTER METHOD SUMMARY Page 7 C-2R Project Title.......... CHHOUY THIK 2ND FL ADDITN Date..05/29/03 15:56:34 Project Address ........ "1270 S. Oak Street ******* Santa Ana, ca *v6.01* Documentation Author..., CHUCK S. MIRJAHANGIR ******* Building Permit # Chuck Mirjahangir 18141 Beach Blvd:, Suite 120 Plan Check / Date Huntington Beach, CA 92648 714-377-8741 Field Check/ Date Climate Zone. ..... 08 _____________________ Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-THIK Wth-CTZ08S92 Program -FORM C-2R ' User#-MP1191 User -Chuck Mirjahangir Run-CHHOUY THIK-2ND FL ADDITN ------------------------------------------------------------------------------- MICROPAS6 ENERGY USE SUMMARY = ---------------------------- Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design Margin $pace Heating.......... 5.76 3.07 2.69 - Space Cooling.. ...... 6.05 8.25 -2.20 = Water Heating...`....... 17.30 17.30 0.00 - Total 29.11 28.62 0.49 - *** Building complies with Computer Performance *** GENERAL,INFORMATION - Conditioned Floor Area - ' . 1315 sf Building Type .............. Single Family Detached Construction Type Addition Alone . Building Front Orientation. Front Facing 270 deg (VI) Number. of Dwelling Units.... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear, Floor Construction Type.... Raised.. Floor' Number of Building Zones... 1 Conditioned Volume......... .10520 cf Slab -On -Grade Area.:....... 0 sf Glazing Percentage........ 15.4 %- of floor area "Average Glazing U-factor... 0.4 Btu/hr-sf-F Average Glazing SHGC....... 0.35 Average Ceiling Height..... 8 ft CONSTRUCTION ASSEMBLY Page 10 .3R Project Title.......... CHHOUY THIK 2ND FL ADDITN Date...05/29/03 15:56:34 MICROPAS6 v6.01 File-THIK Wth-CTZ08S92 Program -FORM 3R - User#-MP1191 User -Chuck Mirjahangir. Run-CHHOUY THIK-2ND.FL ADDITN ----- Parallel Path -'Method Reference Name . W.15.2X4;16 Description .... Wall R-15 2x4'16oc Type ............Wall R-Value .... 15 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ..:. Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0:15. --------------------------------- Sketch of Construction.Assembly LIST OF. CONSTRUCTION.COMPONENTS Material Cavity Frame Name Description R-Value : R-Value ________________________________________________________________________ 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.88. 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R15 R-15 batt insul (cavity = 3.5.in) 15.00 -- 3f. FIR.2X4 2x4 fir. -- 3.46 4: GYP..0.50. 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R-Values 16.53 .•..,5.00 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U-Factor: (1 / 16.53 x 0.85) + (1 / 5.00 x 0.15)' 0.08i Btu/hr-sf-F Total R-Value: 1./- 0.081 = 12.28 hr-sf-F/Btu f SCALE: APPROVED BY: DRAWN BY oil DATE: REVISED I JQ DRAWING NUy�M�/y),BER CONSTRUCTION ASSEMBLY Page 11 Project�Title...-~�._,�CHHOUY�THiK�2NDwFL-ADDI �_____ �x�__��-��"'"""'��- TM��3R TN "Dite...05/29/43 15:56:34 MICROPAS6 v6.01 File-THIK Wth-CTZ08892 Program -FORM 3R �_-` y^-M_-User#-MP1191 User-Chuck_MirjahangirrYRun-CHHOyM HI _ F_________ ______________________ THIK.-2ND 'FL ADDITN -__ ___ ________________________________ Parallel Path Method Reference Name R.38:2X12.16 Description . .. Roof R-38 2x12 16oc Type ........... Roof R-Value ....... 38 Hr-sf-F/Btu Framing Material ..... FIR.2X12 Type Wood Description :. 2x12"fir Spacing 16.inches on center Framing Frac.. 0.10 Sketch of Construction~Assembly LIST OF CONSTRUCTION COMPONENTS Material Name. Description Cavity Frame ------ --____ ____ -air R-Value R-Value O. 1. FILM.EX SHNGL.ASPHLT Exterior film:Twinter-value--------- Asphalt shingle roofing - +0.. 7-^ ------- 2. BLDG.PAPER Building paper (felt) 0.44 0.17 3. PLY.0.50 0.50 in plywood 0.44 0.46 4c. 4f. AIR.RF.0.75 FIR.2X12 0.75 in (approx) air space: heat flow"up 0.62 0„75 0.62 5c. 6. BATT..R3$.0 2x12 fir R-38 batt insul (cavity > 11.25 in) 38.00 11- I'. GYP.0.50 FILM.IN.RF 0.50 in gypsum or plaster board Inside air film:,heat flow straight up 0:4S 0.45 0._61 0.61 Total Unadjusted R-Values M41.10- ~-13,49-- FRAMING ADJUSTMENT CALCULATION Cavity Frami _________________-________-ng___-___ __-__Total______ U=Factor: (1 / 41.10 x 0.90) + (1 / 13.49 x 0.10) = 0.029 Btu/hr-sf-F Total R-Value: 1 j 0.029 34.12 hr-sf-F/Btu Planning $ Building Agency Permits 8 Plan Check Section ENERGY CONSERVATION so Civic Center P 19) PLAN CHECK CONSULTANT P.C}. Bar 1588 (M-'ES) Santa Ana, CA 92702 QUALIFICATION STATEMENT (714) 647-5800 www.santa-ana,org rs4ay ::.a:�az Project Plan Check No: Project Address: _ c t l� .��k�a�'£ Suite No.: `J All WSJ � - C,\- . THIS FORM IS TO BE COMPLETED BY A QUALIFIED ENERGY CONSULTANT OTHER THAN: THE ENERGY DESIGNER I have reviewed the calculations and drawings for the above project and find Moth to be in compliance with the Energy Efficiency Standards and Administrative Requirements of the California Code of Regulations, Title 24, Parts 1 and 6; and the more stringent standards mandated by Assembly Bill 970 with arl effective ►date of June 1, 2001. 1 understand that this review was performed as representative for the enforcement agency, The City of Santa Ana Buildi g Saf Division. Signature: %� �' _� Date: e. .__ Print Name: � .J - � 6.1� _ Title: T. Company Name:1� Phone No.:1 -`?� Cj & . Company Address: } JCL f j �3 ��`w PRINTED ON 1000H CLEARPRINT CONSTRUCTIOR ASSEMBLX Page 12 �.----�CHHOUY^THIK�2ND^FL-ADDITN� 3R -----�;����ww�� �-_� PrajectwTitle .� ... 'Date..05/29/03 :-�^- - 15:56:34 __ MICROPAS6-v6.01 File-THZK--Wth-CTZ08S92 ^Program-FORM-3R~--��_---�"_.. --wY�-User#wMP1191-User-Chuck Mirjahangix«Run.-CHHOUYwTHIK-2ND FL^ADDITN_T- -------------------------------- Parallel Path Method Reference Name . FC.19.2X8.16 Description ., Floor Crwl R-19 2x8 16oc Type ........... Floor R-Value ..... . 19 Hr-sf--F/Btu Framing Material ... FIR.2X8 �e wood Descriptlon"�:. 2x8 fir Spacing ....... 16 inches on center Framing Frac., 0:10 Sketch of Construction'Assembly^ LIST OF CONSTRUCTION COMPONENTS Material: Cavity Frame Name . Description _ _ .. _ - _ - _ _ ., R-Value R-Value .0. FILM.EX Exterior~a.ir-fi m:~winter value~--~�_���---0.17~- �--0.17-- 1. CRAWLSPACE Effectivie'R-value of vented crawlspace 6.00 2c. BATT.R;19.0 R-19 batt,insul (cavity > 5.5 in) 19.00 6.00 2f: FIR.2X8 2x8 fir -- 3. PLY.0.63 0.625�in plywood 0.78 7.18 0.78 4. CARPET Carpet & pad 2.08 Z. FILM.IN..FLR Inside air film: heat flow down 0.92 2.08 0.92 Total Unadjusted R-Values--28.95-^-17.13-- FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U-Factor:, (1 / 28.95 x 0.90) + (1 / 17.13 x,o.:I:O) = 0.037 Btu/hr-sf-F Total R-Value:. 1 / 0.037 27.08 hr-sf-F/Btu HVAC SIZING �� _� w : � __-- - Page 13 HVAC Project Title..........-CHHOUY�THIK~2ND FLwADDITN__.. Date..05/29/43 15:56:34 Project: Address....,... 1270 S. Oak Street **��*�** _________ Santa Ana, ca *v6.01* -- ~Y~�_�- Documentation Author.:." CHUCTC S: MIRJAHANGIR" ****** Building Permit # Chuck Mirjahangir 1,8141 Beach Blvd:, Suite 120 Plan Check /Date Huntington Beach, CA 92648 714-377-8747 Field Check/ Date Climate Zone..". ..... 08 Compliance Method...... MICROPAS6 v6.A1 for 2001 �----_____.._____ _ _____: ��____�__- Standards by Snercomp Inc. MICROPAS6 v6.01--File-THIK^wWth-CTZ08S92-^Programm-HVAC^SIZING __ User#-MP1,191 ,User -Chuck Mir`ahan it ---_. ___________________ -_,;_--_--------------HOUY«THIK-2Ni3 FL-ADDITN- __ GENERAL -INFORMATION' Floor Area ....... .........�1315 sf Volume.......... •......... 0520�cf Front Orientation.......... Front Facing 270 deg {W) Sizing Location......... . SANTA ANA FS Latitude.. 33.8 degrees Winter Outside Design...... 35 F Winter Inside.Design 70 F Summer Outside Design....... 91 F Summer Inside Design 78 F Summer -Range.. .... 26 F Interior Shading�Used....,� Tao Exterior Shading Used...... No . Overhang Shading Used...... No Latent,Load Fraction....... 0.20 HEATING AND_COOLINGyLOAD-SUMMARY Heati.rig Cooling Description___ _ ._. _____ . _ _ __ (Btuh)'- - (Btuh) » __ Opaque -Conduction and Solar....'.. 561.0 20,82~ Glazing Conduction:...... ... 2828 1050 Glazing Solar.. ....... ... n/a .4291, Infiltration...:.... 4935 .g�'0 Internal Gai:n.... ...., n/a. 2100 Ducts .. 1338 1046 Sensible�Load... ............,.. 14713 11510 Latent Load. .. nla. 2302 'Minimum Total Load +14713~ ___13812��� Note:.The loads shown are Only -one of the criteria affecting the, selection of HVAC equipment. Other relevant design factors such -as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipments, oversi:zing safety mar�gi:n, etc . , must also be considered. It is. the HVAC designer's responsibility ,.to consider all factors when .selecting the. HVAC equipment. �J DRAWN CHECKED ©ATE SCALE J©B N©. SHEET v -X . O of �'� , SHEETS MANDATORY MEASURES CHECKLIST: RESIDENTIAL Pa ( e l of zl MF-IR Note: Lowrist residentfa) buildings subject to the Standards must contain these measures regardless of the compliance approach used, Items marked with an asterisk IN may be superseded by more stringent compliance requirements Compliance. When this checklist is incorporated into the permit documents, minimum listed on the Certificate of the features noted shall be considered b all a ' component performance specifications for the mandatory measures whether they arc shown elsewhere in the docutnemas Of on this checklist only: Instructions: Check or initial applicable boxes when completed or enter N/A if DESCRIPTION not applicable. DESIGNER ENFORCEMEN Building Envelope Measures: • §150(a): Minimum R-19 cciIing insulation. §t50{b}: Loose fill insulation manufacturers labeled R.-Value, .. § 150s n Minimum R-I3 wall insulation in wood framed watts or equivalent U•- --- in metal from walls does not a I to exterior mass wails . � � R • §150(d): Minimum R-13 raised floor insulation in framed floors. —IL5 §t50(!) : Slab edge insulation - water absorption rate no renter than 0.3 /e, water vapor eater than 2.0 tmrnch. g ' P� transmission rate no § 118: Insulation specified or installed meets insulation sell standards, Indicate quality type and form. §t 16-)7: Fenestration Products, Exterior Yee S S , boors, and ►nfiltrution/Exfiivation COunols !. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage 2. Fenestration products (except field 4e�1 -fabricated) have label with certified U-Factor, certified Solar )feat Gain COctrIcient (SBGC), and infiltration certification. Y� S 3, Exterior doors11 an11 d11 windows weathersnipped; all joints and penetrations caulked and scaled. S Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration barrier installed to comply with § 151 +meets Commission quality standards, §150(c): V i A v fmtailation of Fireplaces, Decorative Gas Appliances and Gas Logs, rs 1, Masonry and factory -built fireplaces have; A- Closeable metal or glass door b, outside air intake with damper and control Yes C. Flue damper and control 2. No continuous burning gas pilot tights allowed. �*145 J 154 t1�•1POMCAbV Space Conditioning, Water Heating and Plumbing S11 y1 I'll s11 t11 em 111111. lea sut es: § 110•§ I F3: HVAC equipment, water beaten, showerheads and faucets certified by the Commission. �1 aw Beating and/or tooting Loads calculated in accordance with ASBRAE, SMACNA or ACCA. .S §t50{ij: Setback themwswt on all applicable heatingand/or cooling systems, ------------ § 1506): Pipe and tank insulation 1, Storage gas water beaters rated with an Energy Factor less than 0.58 must be extcmfly awen insulation having an installed thermal resistance of R•t 2 or greater. y Pped withl 2. First 5 feet of pipes closest to water heater tank, non -recirculating system. insulated (R4 or greater) 3. Back-up tanks for solar system, ✓� vzz- S unfired storage tanks, or other indirect hot water external insulation or R-16 combined inte atrexternal insulation, mtanks have R-12 4. k r All buried or exposed piping insulated in recirculating section, of hot water systems. 5, Cooling system piping below 55• F insulated. J 6. Piping insulated between heating sourer and indirect loot water tarok, `�� Compliance Forms August2001 A-5 MANDATORY MEASURES CHECKLIST: RESIDENTIAL. (Page z of z) MF-lit Note: Lowrise residential buildings subject to the Standards must contain. these measures regardless Items marked with an asterisk (•) maybe superseded by more stringent requirements listed on the Certificate of of the compliance approach used. compliance Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties is minimum component performance 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. apace Conditioning, Water heating and pluntbfng--:F System Measures: (continued) • §I50(m): buds and Fans I. All ducts and plenums installed, sealed and insulated to meet the requirement of the } 998 Chic Suctions 601, 603, 604. and SUindard 6.3; ducts insulated to a installed minimum kvet of R4 2 or enclosed entirety in ootxittoned spare, openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that rneeu the appKcabk requirementsof UL 181.1.11. 181 A, or UL 1818. if mastic or tape is to openings tamtamcavities j sea greater than 1/4 inch, the combination of mastic and either mesh ortape shall t+t used. se se building shall not be used for conveying conditioned Joins and scams of duct systems and their components (I shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in 4 combination with mastic and drawbands. 2. Building cavities, support metal. other than seated sheet mewl, dlers, for air hanand plenums defined or constructed with materials d uctboard flexible or duct shelf not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms $)tall not be compressed Y " CX to cause reductions in the cross -sectional area of the ducts. 3, Joints and seams of duct systems and their components shall not be scaled with cloth back rubber adhesive duct tapes unless such tape is used in combination with )mastic and drawbands. 4- Exhaust fan systems have back draft or automatic dampers, S. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, rnaauelfy operated dampers. S 6, Protection orinsulation, Insulation sball be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation yll v exposed to weather shall be suitable for outdoor service c,g., protected by aluminum, sheet metal; painted canvas, of plastic cover. Cellular foam insulation shall be protected as / .f above or painted with a coating that is water retardant and Drovides shielding from solar radiation that can cause do ' elation of the material. §114: Pool and Spa }seating Systems and Equipment. L system is eenified with 78`/a thermal efficiency, On -Off switch, weatherproof operating inmctions, no electric resistance heating and no pilot light. i 2. System is installed with: a. At least 36" of pipe between filter and beater for future solar heating. to b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. Q § l l S. Gas Cued central furnaces pool heaters, spa heaters or household cooking appliances have no eontinuousl bumfn 'Lot ti ht. xce tion: Non -electrical cooki aliances VIA Yet with I I:ilot < 150 BtwFu §118(0: Choi Roof material meet Specified ctitcria Lighting Measures: §150(k)t , Luminaires for general fighting in kitchens shall have lamps with an efficacy or40lumens/wan or greater for general lighting in kitchens. Ibis. general lighting shalt be .. 1 controlled by a switch an a readily accessible fi hula control anel at an entrance to the kitchen, §150(l : Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efTcacy of 40 luer lwan or greater switched at the entrance to the room NI S or one of the alternatives to this requirement Allowed in § I50(k)2.; and incandescent recessed ceiling fixtwes are iC (insulation toyer) a nvcd.__ ii Compliance Forms August 2001 A-6 CERTIFICATE OF COMPLIANCE: RE, SIbENTIAL CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 (Page I of 3) CF-1R (� �� �� � �{ �. �� i t(t� -- �� _____ of 3) CF-1R Ol.)(" A� Project � ��'•�y. ,-1L ��% Data Project Title(-tJg4Z• a7r 40 1 ct �• 1 �'�� Date Project Address ti R HVAC SYSTEMS s 1. ] ��{ - r Building Permit p i t ` - I Note: Caput hydronic or combined hydronic data under Water Heating Systems, except Design heating Load. Documentation Author Pian Chcck / Date ' Telephone Distribution Heating Equipment Minimum Type and Duct or Compliance Method (Package or Computer) Climate zone Fic1d Check /Date Type (fiuoace, beat Efficiency Location i • Heat Pump anew.eta Piping Thermostat Configuration •n urccnx:nt genoy se a y tAFtJE or 1iSPF1 ducts, attic. etc.) R-Value T (s lit or ackaee) tS� GENERAL INFORMATION Cooling Equipment Minimum Duct """'"" Type (air conditioner, Efficiency Heat Pump Total Conditianed Floor Area _ Q� W 11) C td3.i Eg Average Ceiling Height: � ft Conditioned Slab Floor Area )Tito"0 t Location Duct Thermostat heat u eve . coolie tSECR Confit station �ft2 Building Type: Sln 1 '"3 is ���- �U . lG g e Family r/ Addition anic, etc.) R•Value T (s lit or acka e) � (check one or more Multi -Family g 0 O 1 ( j (rt.� 1.C. y Existin •Plus -Addition !, ---- --- -- -w- Front Orientation:'Cy{ -_,,,__„•___ Nonh / South East Vest/ All Orientations SEALED DUCTS and TXVs er AgtMgive Measures ' (input front orientau to degrect from true North and circle one) Number of Stories Number Q of Dwelling Units: Floor Construction Type: Slab aised Floor (circle ate or both) Sealed Ducts (aficlimatezones) , (lnstancr testing and certification and HERS rater field verification required) RADIANT RARRIFI2 freouired in climate 2onee 2 n Q t t� / Refor © TXVs, readily accessible (climate zones 2 and 8-I5 only) - gtiired this submittal Vyes no BUILDING ENVELOPE INSULATION w eta 2A 3 too' -'i^3 Ae` Ill (trutaAcr testing and certification and HERS Rater or field verification required) �/� u �1,3-!erg.. C —+•-�A uw "� tip C. `� o�,, \ t 1 00 0 Refrigerant Charge/Air Flow (climate zones 2 and g• 15 Doty) (installer testing and certification and HERS Ratcror field verification , Component Frame Type Cavity Sheathing Total R- Assembl Y LocatianlConunents Type wd — wood Insulation Insulation Value, U-Factors (attic, garage, typical, required) tic.) stl - steel R-Value R-Value OR Wall iN Wall Roof - W r Alternative to Seated Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Floor Climate Zone Window SHGC Window U-Factor SEER Heating Floor Slab Ed e • J� `f�.� �i P, For orescn»tiv_e comolj�pee. Totnt R-Value and Assembly ti Faclq "rc nn mired for a wood framed wall rho latian rguirementg for the Presrintive Pactag 1SLe.93s cavity R-value WATER HEATING SYSTEMSFENESTRATION Energy) External Ratedi Tank Factor or Water Heater Distribution Number Input (kW Ca ci Reno , Tank T e tY very Standby insulation Fenestration Origin- Shadin Devices Area Fenestration Fenestration Exterior Overhangs/ T �'O3' Cation f ft") U-Factor SHGC Shadin An. Fins }� ----- T e in S stem a i3nr/hr) allons) Efficient Lass °lo-Value •� Front. _ f3 4 - C , :✓ ..Front , Leta. t. For smelt gas storage water heaters (rated inputs of less than or equal to 75,000 BpAr) SWater For t, electric resistance, and heat Energy Factor, For large gas storage water heaters (rated input of greater than 75.000 Brivitr).1tist Rated Input, Recovery Efficiency nstawanoous gas water )eaters, list y,J � Lets 2 a t l2.ear- T Rear and tandby Loss. rated input and recovery efficiencies, ' SPECIAL.FEATURES add extra sheets if necessa . Package C and Ii: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for lZ ht -" S radiant barriers in Section S. 13 of the 200IResidential Manual), ackage C: thermal mass (thermal mass ll ht S li Its type, covering, thickness, and description). �j G tJ' C t-'t -- _ p Wit? � S August2001 TECHNICAL IMAGIE P�ROOU' CTs K WIKi 1 t� r~. -1 a : -1 Forms August 2001 jtliiltJ- (�C A-z CERTIFICATE OF COMPLIANCE: RESIDENTIALL (Page 3 of 3) CF-1R I-I400\ 3" iC1<., tom" i o `�� �i opt s eons Prniart Titer COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts I 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. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business 1and �Professions Code) Documentation Author Name: i Title/Firm: (•ai6S tZt �lS�}lK� �� }� ..3 1 �t:�Tl �l< Title/Firm: l j W `% Address: 7 � Address: Telephone. �7_ �""-0 — —1 Telephone: _ r 1 Lic. . vM�/� ✓�LA R (signature) ...",�. (date) � Vie) (dace) r� Enforcement Agency C/ Name: RW K .. II�J 114 1flo,�t Agency: Telephone: (signature / stamp) (date) Compliance Forms August 2001 A 4 ' DRAWN CHECKED DATE SCALE JOB NO. OF SHEET SHEETS