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HomeMy WebLinkAbout10149789.pdf"r ZEMIT 11151ITM-MnE 11111, -all T , I UILI c.oNw,notsi NAILH7.V 1. JOIST TO SILL. OR &RPER, TOENAH. od 2. 9.RIO&N&. TO.,401$T , TOENAIL E ACH ENE? bd SUBFLOOR OOI'�T, FA69NAIL, (2) ad 4 PqIOM THAN I "x6" SUOPLOOR TO EA4,H X4ST, FACE NAIL' (5) " 5, 2" U113FLOOR 'TO J01t,* 15LH� ANO 19AC-0 MAIL (2), 1601 6., S�LE: PLATE'TO -OJST ORSLOCKINS,,'TYPICAL FACE NAIL 1044,16004. WLE PLATE TO _01!�T'Ok IBLOOKINO, AT DRAC;EP HALL PANELS (0) lodPER 164 TOP PLATE' TO,$TUP, UNP NAIL (2) � lod a, 15TUD TO WLE PLATE, TOENAIL (4) i�d ,S�TUP TO 5OLE PLATE, TOENAIL. (2) 16d -q, V. i. MFACE NAIL 160 0 10, V>CA)E�LEP TOP PLATES, TYPICAL FACE NAIL lod a POVDLEP TOP PLAT ES, LAP $PLICe (6) j6d H, ' 6L0eKIW;715eTs,4f:tN 4015T'OR RAFTER5, TOENAIL 12, RIM �015T TO TOP PLATE, TO:NAIL, 60. it 60.4. 15, TOP PLATE$,1,AP�,,AN0 INTERSUTiONS, PAC41 NAIL (2) 160 t-41 THO PIE6E WNTINUOU5 HEA0ER,. NAILIN6 ALONS EA( H EPC7E liba 0 It",ox" 15� CEILI�46JQ67175 TO PLATE,,TOENAIL 0) 1 eid I&. CONTINUOUS HEAMP. TO STVP, TOENAIL (4) ad 11. CEILIN6 JOISTS, . LAP`5 OVER PARTITIONS ' FACE NAIL (!!I) loci IL INep jojST!�1'71 0 PAqALLIEL RAFTEIZS, F.ArE NAIL (3) lq FZAFTER TO PLATe, TMI.AIL (5) 5RACE TO, EA( H 15TUO ANP PLATE, FACt- NAIL (2; 21 1"x,0>�'SHEATHIN6, OR LES6 TO FACH BgAi;�44(9, FACE NAIL (2) ad �2 Kt*FZTKAN I"x6"S+iZATHIN6 70,eArHaEARINC7, FACE NAIL 0) 6 d 23. SUILT-VP CORNER STUD$ 160 0 ;24"O�(�. 24. euiLT-UP &194�11EP­ ANP 5EAM5, TOP AND 80117TOM 20d 0 ��Zo.r_ 5UII-T.-UP 61Rt*FZ AHO DEAHt,, 5TA6*,WwW AT ENP5 ANP SPLICF-5 (2) 20d .25. 2'­PLANI�S, E.A4H BEARINS (2) Ibd RUVORCIM STCEL Rdinforcing steel shalt be de-fonned steel coftforfnin,g to AS"I'M A-615 grade 40, l eforrviatns shall be in accordance with ASTM A-305. 2. Welded wire fabric shall conform to ASTM A-82 and All 185, Lap 1-1 /2 spaces ,(9 inches nchcs minirnum).' 3. Detailing, fabricatip.n and erection or roltifotoing bars shall conform to ACI Manual of Standard, Practice for Detailing and Reinforced Concrete Structures, the most current edition. 4. Concrete protection for reinforcement shall be at least equal to the diameter of the ban,, Minimum cover for castin place concrete shall .be as foliovvs.: a, I poured against earth 3 in• b. poured against form below grade 2 in. c. formed slabs 3/4 in, d. slabs on grade (from top Of slab) I in, e, column and beam main bars, ties, 1-1/2 im stirrups and spirals f walls exposedto weather: 46 and 11isser 2 in. #5 and. smaller I-1/2 in, g, walls not exposed to weather 3/4 in. 5. Bars shatl:bc c1can.or rust, grew or other material likely to impair bond, Bends shall be made cold. 6. Lap reinforcement nforctment, 4am .0 bar dieters. Lap horizontal bars at corners and intersections. 7. Prior to concrete. ptaoernent,, reinforcing steel and, embedded items shad be well sec 'ell in position. 8. Complete reinforcement placement drawings propued in accordance with ACI 315 shall be reviewed by the, engineer and made available at the job site prior to concrete placement. % mi.rcinforcing steel laps and splim shall be as indicatcd on the plans. Where - laps and splices are not specifically indicated, they shall be well I staggered, 1. All work shall comply wirb provisions or the t997 Uniform Building Code and all other local, state and federal regulations. 2. See architectural drawings for dimeasions and size/location of all floor and wall openings, floor fi nishe%, elc 3, The contractor shall be responsible for coordinating the work of all trades and shall check all dimensions, All discrepancies shall be called to the attention of the engineer for resolution before proceeding with the work. 4. Changes in framing and details of construction shall not be made without prior written approval of the engineer. 5. These drawings and specifications represent the finished structure and do not indicate the tncth6ds of construction. The contractor shall supervise and direct the work and shall be solely resppnsible for construction methods, techniques, sequences and procedures, shoring, bracing, , etc. Obsmation visits to the site by the engineer shallnot include inspections of tine ,protective measures of the construction procedure's. 6. All suspended or roof -mounted mechanical equipment shall be laterally braced. 7, Any required shop drawings shall be submitted to the engineer for review prior to fabrication. E0_UNDATQN§ I, Assumed allowable soil bearing pressure. 1000 psf, (to be Approved by Bldg. Dept.). 1 Filling rind backfilling shall be cowartod to 90%, Of maximum density in accordance with ASTM test method D-1 $37-70, Flooding shall not be permitted. 1 Water shall be removed from foundation excavations prior to placing of concrete, Care shall be taken so as. not to dry out the underlying natural soils. 4, The contractor actor shall be responsible for all shoring necessary to support cut and/or fill. banks, existing adjacent structures, and forming and placement of concrete. 5. All fill and backfill materials shall be of approved materials. 6. The contractor acknowledges that all footings must be placed upon and into natural grade c car compacted fill, free of debris and excess moisture. 7. The contractor shall proyido proper drainage awayfirom the building pad to the street or provide area collectors and water to the street and/or sump pumps and then to the street, L1614T OVER CONTROLS SEC. W9 ALSO RE1, CONVENIEHCEOI) (RECEPTACLE) - IN 2s, OVEM SPACE AT CONTROLS WARWAIA PURNACE GHT 11:JT­_1$1LW1ITCI4' 10' MAC ACCESS OPENING 02��] Centratwarm-Or fame = installed in an atti;'must be accessible for routine inspection and maintenance by the, owner/, occupant and for Service and repair as needed. Chan.girIg fUterst lubricating motor and fan bearings, checking belt tension,. and relighting the pilot~. f 1 011oWing aservice interruption are normal owner (unctions. Aacquate fight,an electrical outlet, safe access way and sufficient workingspact on the control side all cncopragc and facilitate main,tenante, , and also, enable rapid c'i egress n an ornorgency. Ey q N NNIG gnivitu pk,ATC, W, sin Cs a o LV A -K o ING, A INDEX OF DRAWINGS DESCRIPTION ISHEET # Plot Plan I OF 10 Foundation & Details 2 OF 10 Framing Plan 3 OF 10 Roof Plan & Section 4 OF 10 First Floor Plan 5 OF 10 Second Floor Plan & Stair Section 60F10 North & South Elevation 7 OF 10 West & East Elevation 8 OF 10 Details 9 OF 10 Details 10 OF 10 T-24 Energy _]CF-IR, MF-lR u�)jectTi -rhe V Note: ' \/- Separate permmit is required far mechanical, plumbing and electrical permit. Fees, plan check and permits Call (714) 647-5800for more information. "T U KEY "" ADDITION I = EXISTING DWELLING = NEW ADDITION "GOT SCOPE" Lot Area: 6,993.61' 77 60-42' 7-3" 490-01$ 2 0 28'�911 REMOVED (E) COVERED PATIO 389.62 Scift, REM, V P np()S D N\� EX15TING DEN. 1`1 R_`5T f LOOK AD ITON 245, f 4.00 5q.Ft. N\\ N\ 5 0 D EQT ti 89 8'-811 2nc3 f LOO LINE 0 P OD F-D' R, TROOM 70,-,q,Ft fX15TING DWELLING 15'-510 1,245,43 56ift. 140 00 M P, . (Q GARAGE 00 "14 37234 5cift, 20'-3" 60.42' -7- (E) Sidewalk (E) Parkway 2034 W. 12th St,. Existing Dwelling: 1,514.58 Sq. Ft. Existing Garage: 272.94 Sq. Ft. Demo. Existing Den: 248.06 Sq, Ft. Demo. Existing Covered Patio: 389.62 Sq, Ft. Proposed Single Story Addition: 674.00 q, Ft. Proposed 2-Story Addition: 899.00 Sq. Ft. Proposed Total Dwelling: 18.43 S . Ft. Proposed Total Lot Coverage: 2,276.33 / 6,993.61 Sq. Ft.= less than 32% 'LOT .PLAN .... ... - ----- (0& SCALE: 3132"= 1'-O" GENERAL— NOTE 1.Concrete Strength: 2,500 psi @ 28 days. Use type 11 or V cement 2. Steel reinforcement: Grade 40, deformed. 3. Anchor bolts: 518"0 X 12" long w/ 2-112" x 2-112" x 114" steel washers. 4. Lumber: Use Douglas Fir, Larch No. 2 or better unless otherwise on framing plans. 6. Stucco lath and drywall shall be nailed to all studs and top-bottm plates. 7. Use 2-15#felt backing when stucco is applied over plywood, UPC Sec. 2501.4. 8. Provide a minimum of 3" 0 sewerldrain line with 2% min. slope. 9. all work shall comply with the following codes including local amendments. 2001 California Building Code 2001 California Mechanical Code 2001 California Plumbing Code 2001 California Electrical Code LEGAL DESCRIPTION: APN#: OCCUPANCY GROUP: R-1 TYPE OF CONSTRUCTION: V-N TITLE DATE REV. 08-18-05 L.S. 0 Z oo) LIJ CO Uj C) 00 N M (N > 0) bi M 0 C) Z -C 0 Z ED :3 Ld - 0 0 M Z 0 Z 0 Z < U__J _ Lj X 0 b LL_ 0 L0 00 Please Note It Is the responsibility of the :)urchoser of this plan to perform `h following before 1)! Contractor must verify ALL i DIMENSIONS prior to commencing construction. 2 Contractor must verify compilance with ALL LOCAL BUILDING CODES In the area the home to be constructed. 3) Do not scale plans, any descrepancles notIfty the design of the project before constructir JOB # DATE 05-24-05 PROJECT Estela Mefia 2034 W. 12th St. Santa Ana, CA 92703 (714) 667-3834 Scale: 3132"= 1'-0" 'DRAWN SHEET # L.S. I I of 10 EFLA,MIN,2_110IC �n I. ROOF SHEATHING., 1/2 CDX PLYWOOD, INDEX 24/0, WITH EXTERIOR GLUE, 8D COMMON NAILS AT 6" O.C. AT ALL PLYWOOD EDGES, BOUNDARIES AND SHEAR WALLS, 12" O.C. AT FIELD. BLOCK ALL EDGES. 2. FLOOR SHEATHING: 5/8" CD, T&G� PLYWOOD, INDEX 32/16, WITH EXTERIOR GLUE, 10D COMMON NAILS AT 6" O.C. AT ALL PLYWOOD EDGES, BOUNDARIES AND SHEAR WALLS, AT FIELDi NO BLOCKING UNLESS NOTED, 3, Z OR MORE JOISTS SHALL BE FASTENED TOGETHER WITH 16D NAILS AT 611 MOR9 JOISTS SHALL BE FASTENED TOGETHER WITH 1/2"' o BOLTS ATSTAGGERED. RETIGHTEN BOLTS PRIOR TO APPLYING FINISH MATERIAL, 4. ALL NON -BEARING BALLOON FRAMED WALLS EXCEEDING 14'-0" IN HEIGHT AND NOT SUPPORTED BY CEILING JOISTS AT EITHER SIDE SHALL BE FRAMED WITH 2X6 STUDS AT 16" O.C. (NOT TO EXCEED 20'-0"'). S. USE 2X6 STUDS AT 16"' O.C. AT ALL EXTERIOR WALLS EXCEEDING 10'-0" IN HEIGHT. 6. S7UD WALLS SUPPOR*TING IWO FLOORS AND ROOF SHALL BE FRAMED WITH 2X6 OR 3X4 S`TUD5 AT 16" O.C. 7. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON -BEARING PARTITIONS. 8. PROVIDE CONTINUOUS SOLID BLOCKING BETWEEN FLOOR 1015TS UNDER ALL BEARING WALLS, 9P"PR C" O"'EPC" CAPS AT ALL BEAM -POST CONNECTIONS . USESIMSON' UNLESS NOTED OTHERWISE. 10. USE SIMPSON "U" HANGERS AT ALL JOIST -BEAM CONNECTIONS UNLESS NOTED OTHERWISE, M �IN �, F 1, All struct(ira'l lumber shall be Douglas Fir [,arch of the following grades,: a. 2x4 framing Stud grade b. 2x Joistsrafters No. 2 c, 4x beams and headers -No. 2 d, 6x and larger beams and headers No, i 0, posts No. 1 2, S ructural plywood shall be Douglas Fir conforming to U,,,S> Product Standard P S_9 CD X with, exterior glue, and shall be stamped by an approved fabricator. 3. Installation of vertical and horizontal sheathing shall be approved by the city inspector prior to covering. 4. No structural member shall be cut or notched unless specifically shown, noted or approved by the engineer, 5, Maximum moisture content for all structural members shall be 19"/* unless noted other%qse. 6. Bolt holes to be nominal diameter of boltplus 1/16 inch, unless noted tithe M-ise, Provide washers under heads and nuts of all bolts and lag screws beating on wood. 7. All mud sills."! be treated wood and shall conform to ABC sect. 2317.4. 8. Framing. hangers, caps, holdowns, bases, anchors, connectors, etc. shall be as manufactured by " S' impson Company" (no substitutions without prior approval of the engineer). Frarning conditions requiring skewed, offset and/or sloped hardware shall be verified ley the contractor prior to construction, All discrepancies shall be cailed, to the attention of the engineer and be resolved before proceeding with the work, 9. The number of mails cormecting wood members shall not be less, than. the amounts set forth in 1) BC Table 23-1 -Q. 10. All -nails called out on these plans shall be common type, Any substitutions shall be approved by the engincor prior to use. 1.1. Provide 2x; minimum solid blocking at the ends of all joists and at a minimum of 8 ft. on center for 2x12 joists. 12. Providecontinuous, edge support along top and bottom of all 2x14joists. 13. Built-up framing members shall be fastened as follows (no splices permitted): 2-2x l6d at, 12 in o.c. staggered, top and bottom 3 .2x 5/8 in. diam, M.B. at 181noc. staggered, top and bottom 4-2x 5/8 in. diam. M.B. at 16 in. o.c. staggered, top and bottom 14. All studding shallbe cortinuoud between points of lateral support. 15. Provide doublic, joists under all parallol. partitions. 16. 2x4 studs shall not exceed 10 ft. in height. CONCRETE. 1. The minimum ultimate compressive strength of concrete (f'c) at 28 days shall be 2500 psi (3000 psi for grade beams). ?..All concrete, unless otherwise noted, shall be regular weight hardrock 4W concrete (weight = 150 pcf). Aggregates shall conform to ASTM C-33 with proven shrinkage .characteristics of less than 0.005. 3. Cement shall confortyi to ASTIVI C-150 (type II unless alkaline soils are present. Usc type V cement wk-n soils have high sulfate content, 4. Concrete shall be maitained in a moist condition for aniinimura of 5 days after placement, Alternate methods of curing will be approved if satisfactory performance can be assured. 5. Concrete shall not flee fall more than 6 feet. Use tremic or pump. F. Keyed construction joints shall be used in all cases. All construction joints shall be thoroughly cleaned and all laitance shall be removed. All vertical joints shall be thoroughly wetted and slushed with a coat of neat cement immediately before placing of new concrctQ. 7. Prior to concrete placement, reinforcing bars and embedded items shall be well secured imposition. 8. Sleeves not specifically shown in the drawings shall be located by the trades involved and ft locations shall be reviewed by the engineer before concTac placement, 9. Spcci.al inspection shall be provided for all concrete with f c = 3000 psi or greater. FOUNDATION VENTILATION Area:-678.07 Sq.Ft. (678.071150) = 4.52 Sq.Ff. Provided: (1) 24"x.18" Crawl Access Vent = 3.00 Sq. Ft. (1) 30"x18" Saw Cut Access Vent = 15.00 Sq. Ft. (1) 18"x]8" Cross Ventilation Vent = 2.25 Sq. Ft. (8) 14"x4" Joist Vents = 3,104 Sq. Ft. 62ND Double joists are required under parallel bearing par- titions. NOTE #2 �� Pipes, ducts and other non- constructural construction shall not interfere with assessi- bility to or within underfloor area.. NOTE #4: Structural tests and inspec- tions required by CBC Chapter 17. NOTE #5: Hold-down connector bolts into wood framing require approved 'Iroved plate washers; and hold-downsshall be tightened just prior to covering the wall framing. 6NOTE E� # a. Scuttle 30 x30" or the size of the largest piece of equip- ment and located riot over 20'from equipment is required. b. Unobstructed passageway 24" wide of solid continuous flooring from scuttle to equip- ment and its controls. c. Unobstructed work space of 30" min. depth in front of equipment. 11 IF 3 A loge 4 4X4 wl 24- 4X4 wl,1�30 bit X 18" CK055 4X4 wl 10 N 5 10 VffNTILATION VENT N} LA (N) LANDIN 4X4 YP. 14"X4" tll)5A J015T VENT W1 A 7'-11" I 7'41" A 711 7'-11 7'-11" 7'-11 28 10 I ­ 1 11 11 v 20 iTy?. 4- d. Light over equipment with switch at scuttle. . e. Vent through roof a min. of 5' above the highest vent collar which it serves. e. Furnace installation shall meet all listed clearance. Forced Air Unit FAU) is not allowed in attics of trussed roofs unless required clear- ances are provided. No line contact is permitted. NOTE #7: he dwelling shall have water closets (toilets) which use no more than 1.6 gallons per flush. DETAIL 34 t OF SOPM Oum 1/3 MIDDLE, 1./3 Ova 113 Of SPAN -O-F'.Ift OF SPM ONLY T r 0P_0R_'_Wrr A P40 WM AT --Top- Olt1wow­ tz ALLAM U.N.O. T_ OUTM 1/3 OF SPAN WM 1/3 F-7 JV- M12 ffival M WAar 1k RIM 5 4X4 . 24"X 16" Foundabon� Vent wl 114" 5ci. G.I. X8 _r --- 4X8 08 DE �11 08 08 08 GIRDERGIRDED GIPDff P, GIRDER GIRDER 36 XI~1 F1I 2 &r.%=14 �00',MPF I M TYPICAL GIRDER 30" 29 3" MIN, BEARINGS P,Y18" HT 10 1/2" AIR SPACE AT saw cut acws - - SIDS, EMD, _J NDSA 34_ r25_� 18 0 Dowel, 5" min. 10 Embedded into Exists h Conc. into a 718" 0 x Hole 518 0 Dowel, 5" min. Angled 60' Embedded into Existing Fill with pour rock. Conc. into a 718" 0 x 6" Hole Angled 60' ff f Fill with pour rock. Q RAISiD LOOK 7 10 _ D r3X 4X4 w1 _1)i IL II L T _(E) LANDIN FO UNDA TION PLAN SCALE: 114"= 1,-0" N Tl)- 16" TYR 2x4 50LE PLATE 2x4 STUDS 2x FLK. J5T. _4 M 5/8" 5U5FLK. (5EF DTL # @ 16" O.C. 2x4 PT. MUD SILL--J 2x DLOCK'G wl 51MP. J5T5. HANGER 44 _41 I t1i '�.' 11 Jill, #4 UBAR T B T-41c-111111P1111011111 1110011111F.-I GRAVEL Fri 04" 24" 4)f Y-0" DETAIL 35 Scale: 314"= 1'0" 36 5IMP, JST. h PAD FOOTING SCHEDULE EE 1-8" SQUARE X 12" THK. wl 244 E.W. Ea 23" SQUARE X 12" THK. wl 244 E.W. FF_3 2-8" SQUARE X 12" THK, w/ 244 E.W. ER 3-2" SQUARE X 12" THK. wl 344 E.W. DETAIL Scale: 314"= 1 '-O" 40 DATE REV. 08-18-05 L.S. PLANNING & DESIGN 8050 E. FLORENCE AVE., SUITE #210 DOWNEY, CA 90240 OFFICE (562) 928-5016 FAX. (562) 928-2990 JOB # DATE 05-24-05 PROJECT Estela Mefia 2034 W. 12th St. Santa Ana, CA 92703 (714) 667-3834 Scale: As Noted DRAWN SHEET # PL 2 of 10 I N 911 6ci C\1 IE NOTE #1: "Roof diaphragm nailing to be inspected before covering Face grain of plywood shall be perpendicular to supports. 4x G !2 _C= 02 x 02 02 U x N 6177, i6wsxAlw oil 41 reoz 1 0 4xb 9 SCALE: 114"= 1 t-O" 4xG 2x8 KIDGF KEY TO ADDITION EXISTING WALLS NEWWALLS — — — — -- REMOVED WALLS x 2xG K.K. 3 4A �—Pp',. E 0 L=T-6" —1 M fOR6NIA MIN" x 7x1 1-1/4,P5L. 44 L=Y-0" *.Mt�AK VVP4,.L LA (1991 V. SHEAR Itj W4L 9HEA1111111a W ANCHO"Z kv to won) 180 PCKW 41W A& 0 72' Q10. T )NRY Al5 0 32' L TOP 0WOM & E.N. & F.N. MY 0 gr 4.0!4 (PER MOO� REPORT #t$23) TO WOW 10 260 31ir STR. 0 PLY W Od 0 8- G-r^ A 49 Al. 0 '460 9411 �W SIMPSM A36 0 20" E.N. & 12"0:0, 09 0& OR 0,4- 18d SPN 0 TO wwo 11 310 1/2" -STR. 9 .PLY W/ tOd, G ON O.C. A.S.0 361, ox. SWMN-A36 0 Ir LN. & I I* O.C. FA IO&AtS r4,C OR 0- * R�IW NAIL a 4M).t, 4V4 �00 *2 460 1/2" M 9 PLY W/ 10d 0 4" QC. 6/1r A.O. 0 0,0� SIMMON. AU 0 ve M & 12" Ox, rx TO CONC OR P 'O'C' OVAC!" 16d jqPN 0 *3 $00 1/2* STR. it PLY W 10d 0 r 04, A,'F- 0 24' O.C. SIMPSON A-35 41 a, 121, 'TO CSC Me—ONRY 00-02 - �IR/Ptic" 114 SPN 9 2-1�r OCt TO WOOD 4 770 STR, 11 PLY W/ Idd 0 2' O.C. g11;0A_C9. 0 is OX4 N OR MASONRY ATrS rar t2" O.C. F.N. wd - XPN 0 r Ox, TOWOOD $70 YW 10d 0 2' O.C. 6/80 A.D. 0 IV D.C. A36 Pirc. E.N. an O.C. F Mr COKC QR MAS 3, or 3w SA 0 3 0. TO WOW .X=. ALL EXTERIOR WALLS. TO UE SEC RED WffH t FIX DAMETER Wr 10* L0140 ANCHOR COLT AT 41r O.C. WITH 7* MINIMUM EMSED, INTO TING. UNC$S OTHERWISE NOTED. 2, ALL INTERIOR WALLS TO Be SEC48YRSHOTPIK RAMW #330 ( W EQUIVALV& .34" O.C. AT WJOW VAUS AND E WAITT"NON-SPAIK! WAUS, UNLESS OTHERWISE 3, CODE MuffMOM (2) ANCHOR EKXTS PER PANEL. E. CODE MINIMUM 16d " 0 16" OX, AT CONNECTION TO WOOD. 5. WHERE DOUBLE 2% SILL PLATES ARE USED, PROVIDE PROMSSIVE MUNC., 6. ALL NAU.$ ARE COMWO14 NAILS, 7. USE STUD io 18" O,C, MAXIMUMi UNLESS 07fiEMSE N= R ANCHOR WV MAY BE REPLACED BY $" MWETER TIVEADED ROD, e 0 REPORT #49 UNLZVO THE COCI NCRUE, EPDXY, SIMPSON 022 (OR IXW,) 00: $PEAL ,j. USE 3x STUD AT PAPA 4WTS' AND 3;t BOTTOW PLATE AT FOUNI)ATION. USE 12* LONO N�1 SOLT WHERE-3�t MUD —SILL PLATE'S USM,0 WALL ELEMENTS "120, I 4w 10, WHEftE SHEAR WALL ELEMM INSTALLED ON BOTH SPALING FOR THE A9MJT.TQP ANC"ORA0e AND SILL CONKCTION SHALL SE WWAIMI, UNLESS OTHOWSE N= ON PLANS. (I. pRcMUE A MINIMUM OF I/V EDGE VISTANC E M W&W AT THE -3x 0OUJ`W AND PANEL, EDGE MEMBERS OF TMESE WALLS. u. ALL AwHM OOLTS,SKALL mVE 2" SQUARE x 3/160 TIOCK MUAL WASWAS- 4$13. STAGGER PLYWOOD EDGE NAILING 0 WALL TYPCS 12, 13, 14, k 16. L -1 6;*4 Con DATE REV. 08-18-05 L.S. PLANNING & DESIGN 8050 E. FLORENCE AVE,, SUITE 4210 DOWNEY, CA 90240 OFFICE (562) 928-5016 FAX. (562) 928-2990 JOB # DATE 05-24-05 PROJECT Estela Mefia 2034 W. 12th St. Santa Ana, CA 92703 (714) 667-3834 Scale: 114 " =I '- 0" DRAWN SHEET # PL 3 of 10 '1� 9 COMP051TION 5HINGLF-5 CLA55 "A' "NO SECONDS" OVER, 15# FELT. 112" CDX PLYWD, 5HT'G wl8a @ G", 12" O.G. P.I. 32/1 G 2XG K. K' @ I G11 O.G.xG E,LK2G 2-2X4 PLATE 2X 10 CLG, Tozzk1L-- I X ro FASCIA 13D, 11111 11111ptipI& wl 2-1 Ga Ca? FA, RAFTER \—K-30 IN5UL. 1 /2" GYP. BD. :"gymlf XG HDR I " STUCCO FIN. W1 STUCCO WIRE OVER 2-15# FELT, "14 2X4 FRAMING .1 (N) 2X4 STUD —A @ I G" Q.G. 2nd Fir. Line 2-2X4 PLATE PI. Line K 13 INSULATION (E) 2X4 13LK,'G- 00 (E) 2X4 STUD -- @ I G" 0, C. 2X4 PLATE Fir. Line G.I. WEEP 5CPF-ED- ryl .1 N, G4, Line 5/8 T*G PLYWOOD (.'PA 10 1*'-' " 5HT'G wl I Oci P,,&( lop 0,6. 011,v�ul� Z_ 19 IN5UL. 2X 12 FLK J5T Zoly) 1)(11ii)(CCCIi", '141, w4p, 23 it '"ASILAINTIOV-1 TABLE 23-111-0-1—MILING SCHEDULE IM CALIFOARIA BUILOMG 00011 1. Joist to sill or girder, toenail 3-8d 2:34ii—ging to joist, toenail each end 2-8d 3. 1" X V (25 mm X 152 raw) sugo-or or less to each joist, face nail 2-80 4, Wider Than I" X 61' (25 mm x 152 mm) saitifloor to each joist, face nail 3-w 5. 2" (51 mm) sulifloor to joist or girder, blind and (ice nail 246d 6. Sole 'Into to joist or blocking, typical fan nail Sole plate to joist or blocking, As braced wall panels 16d at 16" 3-16d pot P10=) 7. Top plate to anal, end nail 2-16d 8, Stud to sole plate 4-8d, tueawil or 2-16d, end rtaft % Double XtU4 face nail 16d at 24" (610 mm) o.c. lo. Doubled top latex, typkal two Pail Double top plates, top splice 16d at 16- (406 o.c, mr12-, 6, 11, Bimking; between joists or rafters plate, lomil 3.id lz Rim joist to top plate, toenail Sit at 6" (152 mm) o.c. 13, Top plates, tops and intersections, face nail 2-16d 14, Continuous header, two pieces 16d at 16" (406 aim) o.c. slorls: each edge 15. Meiling joists to Plate, toenail 371fd 16. Cmisitinuous header to stud, toenail "d a Caiijus joists, lops ova partitions, face Pau 3-16d Is. Coiling joists to parallel rafters, face nail 3-16d 19, Rafter to plate, toenail 3-9d 20. 1" (25 mm) brace to each Mud and plate, time nail 2-ad oun X 203 mm) sheathing or lea to each bearing, two nail 2-8d 22. Wider than r X r (23 mm X 203 mm) sheathing to each booting, face Pali3-&1 23. Built-up comer studs l6d at 24" (610 mm) o.c, 24. Built-up girder and beams 20d at 3211(813 mm) o.c. at top and bottom and staggered 2-20d at ends find at each q'ifice 25. X' (51 mm) planks 2-16d al cub bearing -Itl--Wood strncittral panels and pattick-bosA2 subtlow and walloboathifts (to framing): '" (12.7 ram) and It" 1 /132'-34- (13 mm-19 mm) 7/ "-1" (22 mm-2S min) I ?/a --I 114�'(29 mm-32 m.) Combination subtfoowundarlayment (to framing): 314" (19 met) and ICU (22 mm-25 mm) I ?' 111`-- 11/4" (24 -1-32 M 1) 8d4 or (A5 SO IW4 or SO 60 SO 1044 or ifill V, Panel sitting fismin Y; 1121, (IMM) of losis 51j, (16 mm) this Yf (117 mail 2113e (20 mm) No, 11#0 644 No. 16 P.9 No' 11 k�84 No. 16 ga.a 9' Interior ii-I oll r 29, Interior paneling �1,14- (6�lmm)) (9 5 into) into) 4dIQ 'r:ommon of wit taus may cc used except cruse virm1wizic mww' 'INOR spaced at 6 frighn (152 aim) on Center RIA ra, 12 inches (305 11"m) fit intermediate support except Inches 2 mm) at sit so its where zPae Oil fay& twre, "or "ailing oftw*0i sinnsurst pond w"partkidkordillophragran and alroarwallo, rowlte Sections 231K.m; w3 arA 2315.4, Noll* for wall sheathing may be common, box of cuing, 30DMMQO at rhiformw shank. °Conmaion formO shank. NiIfiog of cashing nails conforming to the requirements of Section 2304.3. %titencia, spaced 3 inches (76 muff o!ktcW(;r at onfeiRw cdsand 6 €ucltes { 52 main) an center at lone edsaie I mm) head and I iri�di MM) length for /Z-iwjt (Y roofing nails with r fa? mm) abastbing and Vieinch (44 mm If m) length for 'inc ' 0 in M' imm' a 11C. an "Poles- hi �h is' 1 .1 4 12 inches (30 aim) at ntarmediata supports. �6. poll at aim) 16(4 Oncz. ,1114"o-1- " 1 �2;0 inc "fob nails; frolie. 1 on P. ppents Z (610 rnar� as P.P., EI a 4 ilachoo rhL 2X6 RIDGE DID. (N) 2X4 STUD M @ I G" O.C. (E) R. K. TO BE REMOVED 112 11 GYP. 13D, \-2X 12 BLK!G TYPE (XII i k05-114XI 1-1/4 (I-) 2X4 5TUD C5/%" TAG =PLY7WOOQ M?C TO 13E REWOED 4, 5HT'G wl I Ci @ - 0, (f IP'T t—K- 19 IN5U1,------- -,\ (F) FLOOR 0:� :20: min 3 "'ICTION r_w —Z( A > SCALE: 114 1 '-O E 5-1/4XI 1-114 P5L, xG BLK K , A R 13 1 N5ULATION , (E) 2X4 13M'G —(I-) 2X4 STUD @ I G" Q.G. (E) 2X4 PLATE (E) G.I. WEEP 5CREED 1411 x 4" SAVE VENT. (Typ.) /--43UILDING LINE -MATCH C\j EXISTING .011 Ilk 4- e--o- TYPI LO D— (N) ROOF (N) KOOf 0-H SECOND I'LOOK LINE il- I 0 (N) RI DGE (N) RIDGE z 1211 X 1211--Z CIQ c1d 5:12 GABLE VENT. EXISTING I PITCH > TYP. F- TyP' L� CE LSD a_ 7: 28 GA. GALV. RIDGE V (N) RIDGE VALLEY f LA;LSHING. (N) RIDGE gak--I 811 x 9" Dormer Vent If 11 (Typ. of 4) I: tu GABLE VENT. > TYP. In (N) ROOF = X ED -- CL 4. .10 CALIFORNIA FRAMING: 2 x Flat Bar w/ 16d Nails @ Each Existing Rafter. 1411 x 4" SAVE VENT. (Typ,) /1/, (N) K001' 5:12 ai PITCH (N) ROOF ZI 2 x 12" 0 (E) POof GABLE VENT. TYP' SLOPE ATTIC VENTILATION FIRST FLOOR Area:: 135.62 Sq,Ft. (135.621.150) = 0.90 Sq-Ft. Provided: (1) Gable Vents = 1.00 Sq. Ft. (3) Eave Vents = --114 Sq. Ft, Total = 2.14 Sq. Ft. SECOND FLOOR Area:: 975.02 Sq.Ft. ( 975.021150) = 6.50 Sq.Ft, Provided: (4) Gable Vents = 4.00 Sq. Ft. (4) Dormer Vents = 4.50 Sq. Ft. (12) Eave Vents 4.56 Sq. Ft. Total = 13.06 Sq. Ft. ROOF SCALE: 114"= 1 'O" I L (E) ROOF I —It P'rAwKq- wi 5.,12 PITCH SLOPE\ (E) Roof WEN SLOPE'*- SLOPE SLOPE\ (E) ROOF L LU QD (F) Roof 0 E) U CL U- lu 0 U- U- 0 0 (E) RIDGE 22 (E) RIDGE -V U-j lu q� V o' -j LUs`; SLOPE 5LOPE\ (E) PIO 0 f (E) Rooff jp- L!T- DATE RiiV. 08-18-0145 L.S. PLANNING & DESIGN 8050 E. FLORENCE AVE., SUITE #210 DOWNEY, CA 90240 OFFICE (562) 928-5016 FAX. (562) 928-2990 JOB # D—A -r A.Ge 01651 - 2 4 - 0.1455 I PROJECT -IV Estela Mefia 2034 W. 12th St. Santa Ana, CA 92703 (714) 667-3834 Scale: 114ri1 .- 0" DRAWN SHEET # L.S. 4 of 10 �1 & 220V CONVENIENT OUTLET CONVENIENT OUTLET 1 20V =GROUND FAULT INTERRUPTER Gf1. ke =GROUND FAULT INTERRUPTER GFI./W.P. WATER PROOF =CEILING MOUNTED LIGHT =WALL MOUNTED LIGHT {=RECE55 LIGHT EXHAUST FAN =5WITCH M=5WITCd W1 DIMMER ��-=X= FLOOR —THREE-WAY SWITCH =EXHAUST FAN w/ LIGHT GARIAGE D151`05AL G.D. IFH,- - 5, =H05E 5115 [- g GA5 0 =WINDOW SYMBOL 0 =DOOR 5YM150L 0 =5MOKE DETECTOR DraperyEXTERIOR: Aug Screen r r FRAME: Double Glass 6n EXHAU5T FAN W 5 - AIR CHANG 5 PER HOUR,. 2XG STUD i PLUMBING WALL TUB —OR SHOWER A: TILE OVER CEMENT OR PLASTER BOARD OVER 1 5# ASPHALT PAPER OR W.P. GYP. TO BE INSTALLED PER MANUFACTURES REQUIREMENTS. UP TO 70 " ABOVE DRAIN B: USE TEMP GLASS FOR SLIDING SHOWER DOORS OR SWING DOOR OUTWARD. C: GLAZING TO COMPLY WITH CATEGORY U CLAS aIFICA- TION PER CBC CHAPTER 24 AND UBC STD. 24-2. GLAZED WARDROBE DOORS SHALL MEET THE IMPACT TEST REQUIREMENT OF UBC STD, 24-2. PART 17 LAMINATED GLASS MUST ALSO MEET THE BOIL TEST REQUIREMENTS OF UBC STD: 24-2, PART Tl NOTE: c+�' x , . WALL. ALL WINDOWS TO W '(WATER HEATED'�MC1NC-EH`D5,' R` I X 30 BE DOUBLE GLASS H CAP = 50 GAL. VALUE = 0.75 (N} EXIST, HEATING (E) WARDROBE I ", UNIT LOCATION, s I (E) BATHROOM S C H E D U L E mv ._ I � fr'•.�� I W �, �; SYM. W H THK. DESCRIPTION REMARKS QTY N 64x5°t J (E)WARDR.OBE rf a-c= r (E) PlanterJ p , 4' 0" 6•-8„ 1-314 Solid Core Decorated wl Side Lites 1 4 -0x 6 -8 ILI Nil (7i] w/ sidelites Ln 3'_0f' 6,_$„ 1-314" Solid Core Frenc Sub ours 1 pair w/ Temp. . Glas 3 2' 6" 6'-S» .1-314" Solid Care c or � � w/ Tern . Glas (E) BEDROOM „ �; DATE .REV. 2 -4 -8 " 1-318 Hollow Core Standard 1 W �'.� 2'_8r1 V }/ryr-SfJ 1-318" Hollow Core Pocket Door 1 a (E) 5ffDR0OM 0 08_1$_05 L.S. 1 r-0" 6'-8" 1-318" Hollow Care Standard .Double Doors 1 pair 0 2'-6" 6'-8" 1-318" Hollow Core Standard 5 " (E) 3°x4° 0 O 1-318" Hallow Core Standard 1 ��? 1 &6 6l-p" 6i-811 1-318" Hollow Core Bypass Closet Doors 1 pair Planter PLANNING 8c DESIGN 10 4i-Ol' 6�- 8fl 1-318" Hollow Core Bypass Closet Doors 2 pairs 8050 E. FLORENCE AVE„ SUITE #210 DOWNEY, CA 90240 OFFICE (562) 928--5016 0 FAX. : (562) 928-2990 0 WIND 0 W S C H E D U L E JCOB# DATE FIRST FLOOR LAN SYM, W H THK. DESCRIPTION REMARKS Qom' ~ (E) GARAGE 05-24-05 6'- 0„ 5'- 0" -- Alumn. Sliding White Gridded Pattern 1 SCALE: 1/4"= 1'-d" 6'- 0" 4'- 0" -- Alumn, Sliding White Gridded Pattern 3 PROJECT <3> 4'- 0„ 3'- 0'� __ Alumn. Sliding White Gridded Pattern 4 Estela Mejia 4 ,l- o„ 2'- 017 TEMP Opaque ass 2 Santa Ana, CA 92703 2034 W.12th St. 3 Alumn. Sliding w/ White Gridded Pattern. s'- 0" 4'- 0" -- Alumn. Sliding White Gridded Pattern 1 (714) 667-3834 {, T 0" 2`- 0" -- Alumn. Sliding White Gridded Pattern 2 1��1d't.�a� (E) 40x40 " Fixed Quarter Moon 1 �- -.� _ KEY TO ADDITION (E) Planter Scale: 114" =1'- 0" - 0" 1- -- ><- (E) CENTRAL HEAPING ,� = .EXISTING WALLS ` > 3'- 0" 3'- 0" -- Alumn. Sliding White Gridded Pattern 3 Opaque Glass NEW WALLS DRAWN .HE..��' 3'- 0" 3'- 0" TEMP. Alumn. Sliding wl White Gridded Pattern 2 REMOVED WALLS 20'-3„ 5 0 10 L.S. f I If (tc G. I. \A GP,IDDffD PATTERN COMPOSITION SHINGLES It CLASS "All 18 x 9" Dormer (to match existing) Vent (Typ.) wl� SCALE: 114" = I '-O" 5 : 1 2 PITCH MATCH EXISTING le)ll— I All WINDOW TRIMMING (to match existing) z pit 11 U1111 M11- COLOR WHITE—' GRIDDED PATTERN SCALE: 114" = F0" G.I. WEEP SCREED M M1 Top Plate f Ir. Line Gd. Line s I con - aw DATE REV. PLANNING & DESIGN 8050 E. FLORENCE AVE., SUITE #210 DOWNEY, CA 90240 OFFICE (562) 928-5016 FAX. (562) 928'-2990 JOB # DATE 05-24-05 PROJECT Estela Mefia 2034 W. 12th St. Santa Ana, CA 92703 (714) 667-3834 Scale: 114 = 1 0" DRAWN SHEET # L.S. 7 of 10 con s DATE REV. . PLANNING & DESIGN 8050 E. FLORENCE AVE., SUITE #210 DOWNEY, CA 90240 OFFICE (562) 928-5016 FAX. (562) 928-2990 JOB # DATE OS-24-05 PROJECT .'stela Mejia 2034 W.12th St. Santa Ana, CA 92703 (714) 667-3834 Scale: 114" =1 `- 0" DAWN SHEET # L.S. 8 of 10 DETAIL r_1 lly&~401 _ITF-KKl I I -,-j I - DETAIL ) DETAIL 9 Inwig-mitw-1 J- MIN. - m_ oc, 7 U01"I'Luit" mklll�Wf _10 WIDTH BORE NOM NOTCH AND BORE NOT To OCCUR PN SAME STUD WITHIN 36 OF EACH OTHER ' ' �'m F iI! ----------- --------- ----- 5(mr, + NT ca- Al-if FOAM DETAIL FLUSH BEAM PER PLAN----,, SIMPSON A34 EACH SIDE AT TOP & SOTIDM NAIL. AW TE �W 8d COMMON NW DBL TOP PIA BACH SIDE OF A34 TO FRMING f=,LAT eQTJW�� G� 1401COICV. erprAz- 19T en sqe�,74 ff-pi$1 O A w -I'-,Wl 5cfw- f4-,T ai� 4"'sx, DETAIL 16 07 A� L r-L A-A- 07 5 A WOW (14 POST OR MULP-mo PER PLAN SILL PLATE A34 OR A35F CONNEOTOR AT (2) FA09S OF POST TO SILL. PRATE POST TO BEAM -TYPICAL FRAM_ ING DETAIL 1 61 SHORT D tC 1-01 EW",H 2" ENOF 2-2X TOP PLATES FAA g. HEADER'.0EPTH (USE TOENAILS 0 KING STUD X�- -(1) AT EACH SIDE FOR 11) 2x KING STUD W/MIN g) J, ujs 2x KING STUDS 0 OPENIN -Ow WIDER THAN 8' S. 0 U.N., o\ ------ -7- T HEADER PLAN ER P SIMPSON A34 0 OPEMNOS WIDER THAN 8'-Ow W/(8)8d L,�JOIST HANGER NAILS. "wmv 2X TRIM " OR STUDSE; IDU2-2X AT 8'-0DER OPEN'o AND AT 010 OR LARGER HEARINGEADERS, PROVIDE FULL B. SIMPSON A34 0 OPENINGS vo. WIDER THAN 8'-0* W/ (8)8d JOIST HANGER NAILS $rP 1P \�_WINDOW SILL WHERE OCCURS W/ 2X4 FLAT SILL PLATE ell, t-:4 NOTE., 15T 2X IFRAMING NOTEPDICAONL PLANS AT GOVERNS. TY SIMPSON A34 0 OPENINGS FRAMING SHOWN HERE. WIDER THAN 8'-W W/ (8)8d DETAIL 10 JOIST HANGER NAILS WALL FRA MA*f- ve- fo)fe,vi, -ywocv A Vf 4 4, k- 4- W V4T104 Ll 'ryaq DETAIL 14 DETAIL I S f y v4wip'' DETAIL NOTE: NAIL SPACINd IN ve. MIRROW FACE OF 014, L 40 C& OR P �S MAY PC M lia 4wm FWSH SM PER: PLM CS Ijk TO U.N.D. mmmoN ­ . . . . . . . OR ON 'A ON J' j To. 'o M Top. PJAM: ALM DROPL 'NOM L MAY BE AppU&D AT, P FACE Of LA -NMESSARY, M, of*p U SAM 'PER PLM E DRAG AT B Am TO TOP PLATES ro_`� 19 W" • 9. Z4 -sTu 04 I TITLE DATE REV, l v PLANNING & DESIGN 8050 E. FLORENCE AVE., SUITE #210 DOWNEY, CA 90240 OFFICE (562) 928-5016 FAX, (562) 928-2990 JOB# DATE 1 05-24-05 PROJECT 2034 W. 12th St. Santa Ana, CA 92703 (714) 667-3834 Scale: None DRAWN SHEET # L.S. 9 of 10 TITLE F4fTji� (<p ox, ¢4e, 1 f v a, ci e re "O'e, Ole,# 's" k-lkv, C, 54 J7 4 KT CT 14;0 IT" ffA4r4e'y NYOW pe;4"te\ C-PT "-Zy i r10 ew, DETAIL DETAIL 18 DETAIL DETAIL 20 SHEAR WALL SHTO �44 �e- S14EAR WALL mo cr, POST (SEE SCHED,) kL C, SHEAR W) ff END POST (SEE SCITED.;) FLOOR S14TO te FLOOR STRAP p fr 2X SOLID BLOCKING. A- 4t-Tv POST TO uff Wuivp- w 1110 MATCH ABOVE # POST 4 BEAM 8E WRAP 5TRAP AROUND BM� $A... NAIR PER SCHEDUL5 -- — ----- TO WALE BELOW TO BEAM. - DETAIL STRAP HOLDDOWN BETWEEN FLOORS DE 22 DETAIL - ------ 2'0& 3 DETAIL 24 -' cwf I q61 Wr fpz- W, 1014 a( to /fe, C, F, cmr------ FOP, fl� e9f, 61io 0a vrz- Z C\j MIA "11— Ix F (14) 15 F:- LIN, DETAIL DETAIL rn 1"7 DETAIL DETAIL 6 04) 0L tk (5) t� r4e, W, % W, P-Af 4 00/ r rj MAT # MIA S, 44 '4riOr e- DETAIL 29 DETAIL 30 DETAIL 3� DETAIL 33 DATE R.V. 08-18-05 L.S. PLANNING & DESIGN 8050 E. FLORENCE AVE., SUITE #210 DOWNEY, CA 90240 OFFICE (562) 928-5016 FAX. (562) 926-2990 05-24-05 Estela Meiia 2034 W. 12th St. Santa Ana, CA 92703 (714) 667-3834 Scale: .None DRAWN SHEET # L.S. -10 of -to I RE`/IS❑Ni BY I the following items represent the MANDATORY REQUIREMENTS for ALL t,OW RISE RESIDENTIAL buildings and shall appear as notes on the )'dons: A) Before the building may be occupied, installation certificates for manufactured devices regulated by the Appliance Standards or Part 6 shall be posted adjacent to the building permit(s). Certificate shall: 1, Identify features required to verify compliance with the Appliance Standards and Part 6; 2. Include the statement indicating that the installed devices conform to the Appliance Standards and Part 6 and the requirements for such devices given in the plans S) tamps used in luminaries for general lighting in kitchens and bathrooms shall hove efficacy of not less than 40 lumens per watt. (Fluorescent type lighting will meet this requirement). Sec. 150(k) T) In Climate Zones 14 and 16 a vapor barrier shall be installed on the conditioned space side of all Insulation In all exterior wolfs, invented attics, and unvented crawl spaces to protect insulation from condensation. Sec, 150(g) and speClflcatlons approved by the local enforcement U) Any new low --rise residential building shall meet the agency; following minimum requirements: 3. State the number of the building permit under which the 1. Ceiling Insulation. The opaque portions of ceilings construction or installation was performed. separating conditioned spaces from unconditioned spaces Seo4 10-103(a)(3)(A) or ambient air sholl meet the requirements of either 1 or 2 below: B) The builder shall provide the buildingowner, rnona er, and a. Ceilings shall be Insulated between framing members the original occupants the appropriate Certificote s of with insulation resulting In on Installed thermal Compliance and a list of theaures, materials,(eomponente, resistance of R--19 or greater for the insulation and mechanical devices installed in the building, and instructions on haw to use them efficiently. ALTERNATIVE to Section 150(n)1,: Insulation which Sec, 10--103(b)(1) is not penetrated by framing members may meet an R- value equivalent to Installing R-19 insulation `') After installing wall, ceiling, or floor insulation, the installer shall post between framing members and accounting for the effects of framing members, in a conspicuous location In the building a certificated signed by the installer stating that the Installation is consistent with the plans and requirement of section 10--103(a) (2) (A) b. floors shall be insulated between framing members and conforms with the requirements of part 6, The certificate shall also with insulation having an installed thermal state the manufacturer's name and material iidentificotion and resistance of R-19 or greater, the installed R-•value. alone. Sec. 10--103(a)(4) 2. Loose Fill Insulation. When loose fill insulation is installed, the minimum installed weight per square foot shall conform with the Insulation manufacturer's l) Manufactured fenestration product shall be certified for overall U--values installed design weight per square foot at the SHGC as rated by the National Fenestration Bating Council's NFRC 200: manufacturer's labeled R-•volue, i i Have a clearly visible temporoty label, not to be removed before insppection by listing the heat 3. Wall Insulation. The opaque portions of frame walls the enforcement agency, certified value, solar gofn separating conditioned spaces from unconditioned spaces coefficient (SHGC) of the product and he method used to derive those or ambient air shall meet the requirements of either a values. Also the label should Indicate complionce with air infiltration or b below: requirement of Section 116(c+) 1 a. Framed walls sholl be insulated between framing 2. Have a permanent label meeting the requiemnt of section 10--111(A)(2) members with insulation having an installed thermal organization, and rating procedures. resistance of R-13 or greater, Framed foundation Sec. 116(o) wolfs of heated basements or heated crawl spaces sholl be insulated above the adjacent outside ground line with Insulation having an installed F:) Field fabricated skylight and windows, and exterior doors, shall be thermal resistance of at least R-13. weather -stripped• ALTERNATIVE to Section 150(c)l.: Insulation which EXCEPTION: Unframed glass doors and fire doors. is not penetrated by framing members may meet an R-- value equivalent to installing R-13 insulation between framing members and accounting for the Sec, 116(b) thermal effects of framing members. F) Joints and other openings in the building envelope that are b, The weighted average U-volue of walls shall not potential sources of air leakage shall be caulked, gasketed, exceed the U--volue that would result from weatherstripped, or otherwise sealed to limit Infiltration installing R-13 Insulation between framing members and exflitration. and accounting for the effects of framing members. See, 117 4, Raised Floor Insulation, Raised floors separating conditioned G) All insulating material shop be installed In compliance with spaces from unconditioned spaces or ambient air sholl meet the the flamespread rating smoke density requirements of recisions requirements of either a. or b, below: 707 of the UBC, o. Roars shah be Insulated between framing members Sec. 118(c) with Insulation having an installed thermal resistance of R--13 or greater. H) Heat pumps with supplementary electric resistance heaters shall have controls: b. The weighted average U-value of floor assemblies 1. That prevent supplementary heater operation when the heating loan can sholl not exceed the U-•volue that would result from be met by the heat pump alone; and installing R-13 insulation between framing members 2: In which the cut --on temperature for compression heating is higher than and accounting for the effects of framing members, the cut -on temerature for supplementary heating, and the cut-off temperature for supplementary heating, Sec. 150(0-0) Sec. 112(b) 1) Masonry or factory -built fireplaces sholl hove the following: 1. Closeable metal or glass doors covering the entire opening of the firebox. 2. A combustion air intake to draw air from the outside of the building directly into the firebox, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight fitting damper or combustion air control device. NOTE: Not required if fireplace Is lnstolled over a concrete slab and will not be located on on exterior well, .3, A flue damper with a readily accessible control. EXCEPTION: When a gas log, log lighter, or decorative gas appliance is installed In a fireplace, the flue damper shall be blocked open if required by the manufacturer's installation instructions or the State Mechanical Code, 4. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, ore prohibited. Sec. 150(e) J) All heating and/or cooling systems other than wood stoves shall have an automatic thermostat with a clock mechanism or other setback mechanism that shuts the system off during periods of non-use and that allows the building occupant to automatically set back the thermostat set points for at least 2 periods within 24 hours. Sec. 150(j) K) The air handling duct system shall be constructed, installed, sealed and insulated as provided In Chapter 6 of the Uniform Mechanical Code. (Must be Insulated to a minimum Installed level of R-4.2 or be in conditioned space). Sec. 150(m) 1_) All fan systems exhausting air from the building to the outside shall be provided with backdraft or automatic dampers to prevent air leakage, See, 150(m)7 M) Storage gas water heaters with an energy factor<0.58 shall be externally wrapped with insulation having installed thermal resistance of R-12 or greater'. Sec. 150( j)1 A N) Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water heating systems, shall be externally wrapped with insulation having on installed thermal resistance of R-12 or greater or have internal Insulation of at least R--16 and a label on the exterior of the tank showing the insulation R-volue. Sec. 150@18 0) Duct system opening shall be sealed with mastic, tape, aerosol sealant, or other duct closure system that meets the applicable requirement of UL 181A, or UL181B including collors, connections and splices. 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 tiled, Sec. 150(m) P.) Building cavities Shall not used for conveying conditioned air. Sec. 150(m) 0) Joints and seams of duct system and their !omponents shot) not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. Sec. 150(m) R) Piping, buried or unburned, for recirculating sections of domestic hot water system: piping from the heoting source to the storage tank for an indirect --fired domestic water heating system, cooling system piping below 55 F, and the Prst five feet of hot and cold water pipes from the storage tank for non -recirculating systems shall be thermally insulated in accr?rdance with table No. 1- T. SUPERIOR WINDOW & DOOR THERMAL AND OPTICAL. RATINGS WITH AND WITHOUT GRIDS SERIES GL#UCLR I CLWGRAY CLR/BRZ I CLR/LOWE► U•VALUE SHGC I VT SHGC VT SHGC VT SHGC VT CLR LOW-E v O w Ors : ;<;;:;> ;:; :: ........... ........................................................._.............. 5600 xo WGRm �w/o .52 .57 ,53 .59 A0 .44 .35 -,40 .43 A7 .39 ­,44 34 ,37 47 ,53 .47 747 34 .33 .52 53 .39 .35 .43 39 .33 .47 .47 34 5700 SH IWGRID w/o .57 .59 .43 139 .47 .44 37 .53 .47 .34 wKgtD .55 .56 Al .37 A5 Al .29 .49 49 ,35 8600x0 W/o .60 ,58 .46 .38 .49 43 .32 .50 .49 35 _ WGRID .55 .56 .42 .37 .45 ,42 .29 .49 .49 ,34 8700 SH W/o ,61 .63 .46 .42 .50 A6 ,32 55 .49� .34 wGRID .61 .63 .46 .42 .50 47 .32 .55 .48 .32 8602 Pw w/o 67 .70 .50 .47 .55 .52 .35 .62 48 .32 _ wGRID .50 .51 .39 .34 .42 .38 .33 .45 .50 .35 8900 DH who_ .56 .577 42 .38 .46 .42 .36 .51 .49 .36 wGRID. ,45 .46 .35 .31 .37 .34 .24 .40 .42 .32 Tito cR W/o 50 .51 .38 .34 .41 .37 .26 .44 .44 .33 WGRID 45 46 .35 .31 .37 .34 .24 .40 .43 .32 7300 A w/o .50 .51 .38 .34 .41 37 .26 .44 .44 .33 WGR'D .65 .64 .50 .42 .54 .47 .36 .56 .49 .38 9300 xx w/o .71 .71 .55 .47 .59 .52 .41 .63 49 .38 _I WGRID .56 .58 .43 .39 .47 .43 29 ,51 .49 ,34 9800X0 W/o 62 .65 47 43 .51 48 32:.. .57: 49 34 .:. ALUMINUM :::...:...............:;:..:::::::..... :...::. wGRID .61 .49 .41 .53 .45 .35 ,53 .75 .60 4500xo Wro ,6 .68 ,53 .45 57 .50 .38 .59 .7 .60 WGRID ,62 .60 .46 .40 .52 .44 .36 .53 .75 .60 4700 SH w/o .67 .67 .52 .44 .56 .49 .39 .59 .75 .60 wGRID .65 .68 .50 .45 1 ,54 1 50 .36 .60 .58 .40 4602 PW W/o .71 .75 54 .50 .59 .55 .39 .66 58 .40 wGRID �.53 .50 .42 .33 .45 .37 .30 .43 .73 .60 4100 Cat w/o .57 .55 45 36 .48 .41 .32 .48 73 .60 _ .53 1 .50 .42 .33 A5 .37 .30 .43 .73 .60 4300 A .wGRID w/o 57 .55 45 ,36 .48 .41 1 .32 .48 .73 �.75 60 wGRID 6S 64 SU .42 .54 .47 a37 .56 .59 9600 xo w/o .71 .71 .55 .47 .59 .52 .41 62 .75 .59 SHGC - Solar heat Gain Coefficient, VT - Visible Transmittance, LOW-E I - High Performance Low E Glass Certificate of Compliance: Residential Part 1 of 2 CF-1 R SINGLE HOUSE ADDITION 5/26/05 Project Title 2034 AANA Date Project Address Building Permit # PERFECT DESIGN & ENGINEERING, INC, 626 289-8808 Plan Check / Date Documentation Author Telephone Com Uter performange B , Field Check r Date _ Compliance Method (package or Computer) Climate Zone Enforcement A ency Use Only GENERAL INFORMATION Toted Conditioned Floor Area: �_� ft� Average Calling Height: ft Total Conditioned Slab Area: ft2 Building Type: (check one or more) Lai Single Family Detached ❑ Addition ❑ Single Family Attached Existing Building i❑1l [1 Multi -Family to J Existing Plus Addition Front Orientation:_ Nrirth Q de9- Floor Construction Type: Slab Floor Number of Dwelling units; __tr Raised Floor Number of Stories: Const. Component Frame Assembly Location/Comments (attic, garage, typical, etc,) Type Tyee U-Value F <-0 Roof R.0.2x6.16 W oorj 1,299 ggt r Ro f R-0 Wall W.0.2x4.18 Wood ,_0,38t3 Exterior Wall Slab On Grade n/a 0.756 Covered Slab w/R-0.0 Perimeter Insulation R-30 Roof R.30.2x12.18 Wood 0.035 Exterior Roof R-13 Wall W.13,2x4.18 Wood 0.088 Exterior wall STRATION Shadina Devices rIt- NIt- Type Orientation Area Fenestration Exterior Overhang Side Fins SF -F r 099 Shading Yes / No Yes / No l W WJ 1.28 0&0 _ougEmn ❑ ® ❑ X❑ L ft East 3 1.26 0,80 Bug Screen ❑ ® ❑ 0 _ Left E 48.0 0,7 0.68 _ Bgg Screen ❑ n ❑ Rear South 93.0 0.75 0.6$ Sua Screen El X❑ ❑ 0 Rlgbi Q&§ Avg Sm§0 ❑ 0 ❑ 0 Fran)} 30.4 0.75 0168' u Screen ❑ x❑ ❑ ❑ ❑ - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ EnsryPro 3,1 By Enar Sol User Number: 1919 Job Number: M051431 Pa e:3 of 24 Certificate of Compliance: Residential Part 2 of 2 CF-1 R SINGLE HOUSE ADDITION 5/26/05 Project Title Dale HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type {furnace, heat Efficiency Location Piping Thermostat pump, etc,} (AI=UE/HSPF}(ducts, attic, etc, R-Value Comments Type o 80% AFUE [aucta in Attic _42- Setback Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat location / Comments heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Split Air Conditioner _ULQ jEEE _ -- 1 lZ-0 SEES 4-2 hack - 2ND Ci DO i31 N , ,,,-•,____ WATER HEATING SYSTEMS Rated 1 Tank Energy Fact! � External Water Heater Water Heater Distribution # in Input Type Syst. Btu/hr Cap, or Recovery Standby Tank insu!, (gal) Efficiency Loss (%) R-Value System Name Type mWLra;t._____ Sdandard1 __ _ ............. .4t -- -100 0,48 131a. _ 12. _- 1 For small gas storage (rated Inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. than 75,000 Btuthr), list Rated Input, Recovery Efficiency and Standby Loss. For large gas storage water heaters (rated input of greater For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency, REMARKS F__ COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance speClncaaons naeaeru tv w 0y witi, h m- -, + u,.....,.� �....- 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 TXV's requires installer testing and certification and field verification by an approved HERS rater, Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: P Title/Firm: DRAFTECH DESIGN TitlelFiCm: PERFE�! Gl INC. Address: 8050 E. FLCIRENCE AVE, #210 Address: 241& it lvd. DOWNEY CA 90240 Alha►nbr2r AJd1803 Telephone: 5 8-5016 Telephone: l Lic. M 117 A • (date) (signature} '' .Z (date) Title/Firm: - Address: i elepi slit a dat8 si naturetstam EnergyPro 3.1 By Energysoft User Number: 1919 Job Number. MOa1431 Page:4 of 24 (page 2 of 2) MF-1 Measures Checklist: Residential (Page 1 of 2) MF-1 R Mandato Measures Checklist: Rasidantial Addendum CFa1R Mandatory M anceapproachUsed, items marked with an �+ncorporated Into Ott a l arils must contain thaw measures regardless of the compilance approach used. items marked with an NOTE: Lowrise residential buildings Subject to the Standards must contain these measures regardless of the compti Certificate of COOCn lIanCie. Residential NOTE: LowriserestdantalbutidingssubjecttotheS#and asterisk('} y g q cations for the mandatory measures may be superseded by more strin on, compliance requirements Hated on the Certificate of performance speclii . When this for th st is mandatory Me r11261�.r} - asterisk (•) may be superseded by more stringent compliance requirements listed on the Cenlflcate of Compliance. When this checklist is incorporated iota 09 permit documents, the features noted shall be aonstderad by all parties as minimum component pert Si 14GL �_._�' _pi� Data the permit documents, the features noted shall be considered by ail parties as minimum component performance spactflcaUans far the mandatary measures whether they are shown elsewhere in the documents or on this checklist only. Project Title whether they are shown elsewhere to the documents or on this checklist only. Modeling Assumptions clot lions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT DESCRIPTION Instructions: Check or initial applicable bows or enter N/A if not app##cable. DESIGNER ENFORCEMENT Special Fea#ores and Mad g DESCRIPTION instructions: The local enforcement agency should pay spacial attention to the items specified #n this checklist. These Items require spa Space Conditioning, Water Heating and Plumbing System Measures: (Continued} written justification and documentation, and spacial verification to be used with the Performance approach. Tho local BUiIdICt ErtV�i0�:8 MBaSLtC@8 enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise Compiles Plan Field X based an the adequacy of the special justification and documentation submitted. *$180{m): Ducts and Fans .§ 150(a): Minimum R-10 ceiling insulation. 1. All ducts and plenums installed, sealed and Insulated to meat the requirements of the 19g8 CIVIC Sedans 8 , The OHW System "RHEEM 21 V1 OQ (100 GAL.)" Ene[9y_Facto = Q.4$Q �An BF below Q.5$ ram^ eQuIr88 an R^12 Extflma€ Blanket 150(b): Loose fill Insulation manufaeturar s labeled R-Value. 603, 804 and Standard 8 3; duets Insulated to a minimum insiaiiad level of R a.2 or ettekssad entirely in + _ conditioned space, openings shell be sealed with mastic, tape, aerosol sealant, or other duct ebsure system it f wc): Minimum R-13 wall insulation in wood framed wails or aqulvaisnt U-vaiue in metal frame waits (does ems be used, Building cavities shati not _ not apply to exterior mass waft). that meats the applicable requirements ofi astle and either or U4181a. if mastic or tape is used to seas openings greater than 1 /4 Inch, the combination aE m tste and either mash or tape V�J ' $150(d): Minimum R-13 rai$ad floor insulation in framed floors or equivalent. be used for conveying conditionad all. Joints and seams of duct systems and their aamponenis shah ratt be t r., sealed with cloth back rubber adhesive duct tapes unless such tape is used to combination with masfia and § 150(i): Slab edge In -water absorption rate no greater than R.3°%, water vapor transmission rate no drawbands, snums defined or constructed with materials other _ greater than 2.0 permAnch• 2, Building cavhles, support platforms far air handlers, and pl 11118: insulation specified or instated meets Insulation quality standards, indicate type and form, than sealed shoat metal, duct board or flexible duct shah not be used for conveying support air. hall not be cavities and support platforms may contain ducts. Ducts installedeothe in dudscavil. es and suppa p ----------------- compressed to cause reductions in the cross-aectonal area of ins duds. 116.17: Fenestration Products, Exterior Doors and InfiltratiorAxilitration Controls 3. Joints and seams of duct systems and chair components shall 1, Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. not be sealed with cloth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. - 2 Fenestration products (except field fabricated) have label with certified U-Factor, cartfied Solar bleat Gain 4, Exhaust fan systems have back draft or automatic dampers. Coefficient (SHGC), and infiltration certification. 5. Gravity ventilation systems serving conditioned space have eltherautomatic or readily acaesslt)le, manually 3. Exterior doors and windows weatherstripped: all joints and penetrations caulked and sealed. operated dampere, _ - 6. Protection of insulation. insulation shall be protected from damage, including that duo to sunlight. moisture, Verification veil HERS § 150(g): Vapor battlers mandatory in Climate 2onos 14 and 18 only. equipment maintenance, and wind but not limited to the following: Insulation exposed to waatter shah be suitable HERS Required HERS rate[ under the supervision of a CSC appro ❑ for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam features must be confirmed and/or tasted by a certified diagnostic testa of these measures on a form CF-6R. plan Fletd 1 meets Commission quality standards. These document the field a certified and Slag n9 insulation shall be protected sa above or painted with a coating that is water retardant and provides shielding provider, The HERS rater Must❑ § 150(f}: Spedal Infiltration barrier Installed to comply with Section 15 �_- from solar radiation that can cause degradation of the material. 114: Pool and Spa Hosting Systems and Equipment 1, Certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistanae heating, and no pilot. 2. System is Installed with at least 36' of pipe between filter and theater for future sotsr, cover for outdoor pools or spas. a. At least 38" of pipe between filter and heater for future Soler heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directions' inlets and a circulation pump time "witch. 115: Gas fired central furnaces. pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exceptiot al cooking appliances with pilot 150 atuthr) 1118 (t): Cool Roof material meet specified criteria Lighting Measures § 150(k)l : Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumenslwatt or greater for general lighting In kitchens. This general lighting shall be controlled by a switch on a readily accessible fighting control panel at an entrance to the khchen. ®§150(k)2: Rooms with a shower or bathtub must have either at least ono luminalre with lamps with an efficacy of 40 lumanxlwatt or Waste' switched at the entrance to the, room or one of the alternative to this requirement allowed in Section 150(k)2.; and rscessed 098ing fixtures are is (insulation cover) appmvsd. log AC SYSTEM HEATING AND COOLING LOADS SUMMARY E SCT NAME 5126 SINGLE HOUSE ADDITION PATFLaOR AR SM NAME EA 1 ST FLOOR PLAN imr-F>iR04G CHECKS YS O D Number of S stems 1 Heatin S stem Output par system 71,000 Total Output (Btuh) 71,000 Output (Btuhlsgft) 37,3 Cooling System Output per System 46,E Total Output (Btuh) 46,000 Total Output (Tons) 3,8 Total Output (Btuh/sgft) 24.2 Total Output (sgfUTon) 496.6 Air System CFM per System 1,600 Airflow (cfm) 1,600 Airflow (cfmfsgft) 0.64 Airflow (cfm/Ton) 417.4 Outside Air (%) 0,0 Outside Air (cfmisgft) i 0•00 Note: values above given at ARI conditions CFM Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 47 34 17 49 74 CARRIER 38CKC-048f58STA-094-16 37,588 4,738 71+ Total Adjusted System Output 37 588 a,736 71,' (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK A 2 Jan 12 am HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE SINGLE HOUSE ADDI"i ION 5126/05 SYSTEM NAME FLOOR AREA - Number of System, s_ 1 Heating System Output per System 35,000 Total Output (Stuh) 36,000 Output (Btuhlsgft) 38.9 Cooling System Output per System 22,400 Total Output (Btuh) 22,400 Total Output (Tons) 1.9 Total Output (Stuh/sgft) 24.9 Total Output (sgft/Ton) 481.7 Air System CFM per System 800 Affflew (!gfiti) . Airflow (cfm/sgft) (g0 0.89'. Airflow (cfm/Ton) 428.6' Outside Air (°/.) 0.0 Outside Air (cfnt/sgft) 0.00 Note: values above raiven at ARI conditions Total Room Loads Return Vented Lighting fReturn Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD i CFM ISensiblel Latent I I CFM I Sensible i 14 690i 84f I 10 570 I ISR 38CKC-024/58STA-046-08 18,019 2,646 36A Total Adjusted System Output �gtJ99 2,546. 35, (Adjusted for Peak Design Conditem) _ TIME OF SYSTEM PEAK 2 m Jan 12 am { r K 0 Q rC4 © Coo w � V J ® Z _ Z V) Dates/.a G/2005 Scale Drawn Jab # M05 (4 31 Sheet CF---1 R,MF-1 R & MANDATORY REQUIREMENTS Of Sheets