Loading...
HomeMy WebLinkAbout10146003.pdf5,, bIRCH 5T. RLOT PLAN SCALE: 111W=V-W PRINTED ON CLOARPRINT 1000", ttj Q _1A 13 0 y n, f7l� ALL WORK SMALL BE DONE IN ACCORDANCE WITH THE 2001 CALIFORNIA BUILDW 1. ALL CONSTRUCTION TO CONFORM WITH THE C BUILDING CODES AND ALL LAWS AND MECHANICAL AND ELECTRICAL CODES, AND LOCAL. ORDINANCES.. VERIFY ALL DEMINSIONS, DO NOT SCALE DRAWINGS. ORDI N DIHEHSIONS BEFORE STARTING ULTIMATE CONCREATE STRENGHT TO BE 2,500 P.S.1 @ 28 DAYS. LUMBER: USE DOGLAS FIR COMMERCIALGRADE #1 FOR ALL POSTS AND 6X AND LARGER BEAMS AND 2. THE CONTRACTOR SHALL VERIFY OVERALL BUILDINGLDING CONSTRUCTION ANDCONTACT THIS OFFICE OF ANY DI ENCIES. COMMERCIAL GRADE #2 FOR ALL 4X AND SMALLER. ALL LUMBER SHALL BE GRADE MARKED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND TO 3. GRADE LOT IN ORDER TO DIRECT WATER AWAY FROM BUILDINM PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTIN WITH THE PROSECUTION OF THIS WORK 4.. ROOF AND SURFACE DRAINAGE SHALL BE CONDUCTE THE STREET IN AN APPROVED MANNER COMPLIANCE SHALL BE MADE WITH THE STATES ENERGY CONCERVATIONREQUIREMENTS. FILE REQUIRED DOCUMENTATION ON THE DRAWINGS, IN. 5. WEEN PROVIDE ONE HOUR FIRE SEPERATION BETWEEN AND malLING, DRAWINGS AND WORK MUST SHOW COMPLIANCE WITH GENERAL AND CONVENTIONAL CONSTRUCTI ON REQUIREMENTS OF CBC SECTIONS 2320 AND CHAPTER 18 FOUNDATION REQUIREMENTS. 6. PIPES DUCTS AND OTHER NONSTRUCTURAL COIqSTRU ION SHALL NOTINTERFERE WITH ACCESSIBILIOTY To OR WITH IN UNDER FI-OORAREA- 7. GALyANIZED SHEET METAL (28GAUGF. HUN.) ROOF V FLASHING IS REQUMD.(3203-05) EWNPAM9N NQNS- L THE REQUIRED CLEARANCF_ FOR WOOD OFMWJ18 ABOVE E 16 W FOR MUDISILLS- 1r FOR UWAM-0o: AND IrFOR JOIST: 2. MAINTAIN LETRF TINGS REST ON FIRM SOILAND CONFORMTO NCHES. ALL FOO APPLICABLE MUVELNI AL CODES AND ORDINANCES IN 80 AS FOOTING DEPTH AND BASE' -mill UDATION BOLTS IrAmxl W IMBEDDED r MIN INTO CONC QN-Wo.cMAXIMUM SPACING* LOCATE $ FO WITHIN Ir OF CORNERS AND WITHIN emoF GRADE PRmI 6 TREATEDDOUGLAS FOR OR OWE MARKED FOUNDATION GRADE REDWOOD. ALL it to,==La CONTACT AND WITHIN a* OF GRAPEMUDSILLS SET IN GROUP I V L=vr-L- im KI t1_0Anr. RED WOOD. pRESSINGTREATED DOUGLASAUI�011 GRADE MARKEDrvum SANTA ANA POLICE DEPARTMENT EMW1RG_N_0_ RESIDENTIAL SECURITY REQUIREMENTS 1. FIRE BLOCK STUD WALLS AND PARTITIONS (INCLUDING FO S ACES) AT FLOOR. CELLINGN SOFff. • AND AT MID -HEIGHT OF W vER is IN HEIGHT. NGINONBEARING SHALL NOT MED 20%W% loom 1 Exterior swinging door must be solid core. 1-3/4" thick or with panels 9/16" thick. (8-21 0,A) OFjJRJ4� R AND 2 N ING, _,%RAND Affift Ho N BEARING NONBERING SHALL NOT EXCEED 400 RES H 2. Doors leading from a garage into a dwelling unit must be sold core, 1-318* thick. (8-210,B) KE MANNER BY MECHANICS. 3. Specify that above doors be equipped with deadbolt locks approved by the Police Department (8- RAMI IS TO NE I 210,C) - specify make and model number. D THE STAN GRADING RULE #16 OF THE WEST LUMBCG E AND FORM - U. 4. Specify flush bolts with 51W embedment into head and threshold on inactive leaves of exterior double COAST 0 PE HO N N UGOLAS R#1 doors. (8-210.E) STUM&aLOC;KiNG)DOUG -FIR* # FLUSH FRAMED RAFTERS, JOIST AND O BE IN METAL aSIMMWOREQUAL, 5. Glazing in exterior doors or within 40" of the latch must be tempered or burglary resistant (8-210,F) 000" UN FORMED NAILINGORGAI.VWLZEt11- 6. Hinges for out -swinging doors must have non -removable pins. (8-210.G) olow"PIRE-I EXCEPT NAT FIN USE 7. red to the jamb with screws 2-1/2' in length. (8-21 O.H) Strike plates must be 3-1/T long, secured 7. BLOCK CEILING AND FLOOR JOIST @ EVERY W-W AND APR NG S. BLOCK ROOF RAFTERS 0 f 8. Front exterior doors to be equipped with 180* door viewers or clear vision panels. (8-210,1) EVERY la-W STUD FIRE BLOCKS AT MID -HEIGHT. 2X4 STUDS @ le, O.r,. WALL FRAMING FINNISH @EACH SIDE- 9. Each structure must have a street address or other identification, which is visible from the street Figures must be 4" minimum in height, of a color contrasting to the background. (8-210,M) PLYWOOD SHEATHING) 1x6Q EACH ENDANDAT2WO-C- 9. LET. IN BRACE IN ALL BEARING WALLS (NOT P 10. Provide an illuminated plot plan of the complex at each driveway entrance. (8-21 O,K2) 10. LAP, SPLICE PLATE 4WONIMUM. JOISTS UNDER PARALLELPARTITIONS; IF JOISTS ARE SEPARATED FOR 11. Specify light fixtures, at exterior doors, which provide one -foot candle of light at ground level. ii. PROVIDE DOUBLE FLOOR (8-210,L) • pIpE6, BLCK Q 48' O.C. 12. ROOF DIAPHRAm NAIL TO BE INSPECTED BEFORE COVERING. fACE, GRAIN OF PLYWOOD SHALL BE 12. Exterior walkways, passageways within multiple dwelling complexes must be provided with.25-foot candle of fight. (8-21 0,M) PERPENDICULAR TO SUPPORTS. 13. Parking lots and parking structures of multiple dwelling complexes must be provided With one -foot PLUMBING NOTES DRAIN AT • _UJAI I COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUATo NCHES L 701 ABOVE &A^101n to= candle of light (8-21 0,N) SHOWER OR TUB WITH SHOWERS. MATERIALS OTHER THAN STRUCTUAL ELEMENTS 0- BE RESISTANT. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELEDCATEGORY 2. SWING DOOR 14. Required exterior light fixtures must be vandal resistant type. OUTWARD. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS 1,024.SQIN. OF FLOORAREA. AND ENCOMPASS 30 INCH DIAMETER CIRCLE: (807.1.3, 2406, 2407, AND P0412-0) Is. Wooden garage doors must have panels 5/160 In thickness. (8-208-A1) -AU PLUMBING WALLS ARE TO HE A MINIMUM OF 6" STUDS. -4DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF W WIDE AND NO -FLAT STUDS 16. Garage doors more than 16-feet in width must have two locking points. (8-208,C) of PROJECT PLANNER/DRAFTER: PERMITTED. STAGGERED STUDS ARE ACCEPTABLE. 17. Slide bolt assemblies must be attached to the doorframe with non -removable bolts (8-208,D) STEVE THRASHER FRAMING NOTES NOTCHING OF EXTERIOR AND REARING / NONSEARING WALLS SHALL NOT EXCEED 25%140'A 14336 SAN ESTEBAN RESPECTIVELY. BORED HOLES IN BEARING WALLS -SHALL NOT EXCEED 40% / 601A RESPECTIVELY- IN NO - 18. The slide bolt must be 3/8" in diameter. (8-208.D) LA MIRADA, CA CASE SMALL THE EDGE OF THE BORED MOLE BE NEARERTHAN 618 INCH TO THE EDGE OF THE STUD. 42=,i 1.9 AND 2320.11 .1 19. Windows and sliding{lass doors must comply with test standards of section 8-212. Specify make (714) 522-2833 CONSTRUCTIONA= and model nu mber. -209,A) STRUCTURAL ENGINEER.' 1, MASORy UNITS SHALL, CONFORM TO AST"90, DESIGNATION GRADE N TYPE1 1. CONSTRUCTION'WOU 20. Louvered windows may not be used �iintally from any Walkable surfacie. COMPLY WITH SECTION 2416 OF UBC AND LOCAL CODES, PLANNINP, Dira ROBERT TRIVISON SE URS CORP. MORTAR SMALL BE TYPE v6* AND SK441 COMPLY TO AM C-270 PROPORTION 13Y YOLUPE AS 21. All skylights shall be provided with rated burglary resistdri g na, 1(bi-210) Z MASTER I,D,,--,_ FOLLOWS' SANTAAWCA A.1 PART poRTL&ND CEMENT arvrr (562) 619-1777 G 8, OVER 1\4 To 1\2 PARTS HYDRATED LINE OR LINE PUTTY. -R:C.3 TO 4 PARTS AGGREGATE, MEASURED INA DAMPED. LOOS&CONDITION ULTIMATE COMPRESSIVE STREANGTH OF 2006 DISCR. AC770N'-"y?[�,t ELECTRICAL DESIGNER: 3. GROUT SMALL, COMPLY TO ATH C476. GROUT TO REACH uL MANNY GALEANA/PSI IN 28 DAYS, LATOSaar. P;ars 1237 SO. BIRCH ST. R 4. SPLICEAM BARS IN MASORY WITH AMINIMUM OF 40 MR DIAMETER LAPS. ALL REINFORCECING STEEL SHALL BE NEW DEFOREMED BARS CONFORMING To ASTH "15 GRADE 40. -i `R? A L STD 1, W 585 DATE: REINFORCING STEEL IN CONCRETE SHALL BE AS FOLLOWS*. O•'k, Coyff S. SPLICES OF 13 THRU / 5.30 BAR DIAMETER I A N S F R ........ P 16 THRU 171140BAR DIAMETER R 18 THRU 19 11 54 BAR DIAMETER AT': A is� *,6wc 110 THRU 111 " 70 BAR DIAMETER PLANNP,�:,�_- ALL STRUCTURAL STEEL WORK SMALL BE DESIGNED .FABRICATED AND ERECTED TO RISC 7. Q F LERTM90k SPECIFICATIONS AND STANDARD PRACICES FOR BUILDINGS. t wri,%6" STRUCTURAL STEEL PLATES AND SHAPES SMALL CONFORM TO ASTH STRUCTURAL STEEL PIPE Wf NTACT PHONE (714)667-27()0 f W I 101i SHALL CONFORM TO ASTH A-53 GRADE " Ir P? NOT j,,l tions SHALL :7� BOLTS SMALL BE ASTH A-307 UNLESS NOTED OTHERWISF- spe'l i. �A i., of any PAINT ALL STRIC. STEEL WITH Two COARS OF RUST INHIBITIVE PAINT IN EXPOSEM AREAS- L n.a violation 10, lato Law. AL STRUCTURAL ELD or 6 LICENSED FABRICATOR. L UC F TABLE OF CONTENTS: 7V061 11. WELDING SHALL BE PERFORMED 13Y APPROVED LICE INS CONT1NUOUb INSPECTION By REGISTERED DEPUTY INSPECTOR 7's WELDING SMALL HAVE PLOT PLAN P ik\V 17- ALL CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENC4ff OF 2=PS1 AT 28 DAYS UNLESS GENERAL NOTES P-1 NOTED OTHERWISE. "tow FOUNDATION PLAN P-2 LA 13. THE MAXIMUM PERMISSIBLE WATER CEMENT RA -nos FOR coNcRiftE SMALL 13E THOSE VALUES FOUNDATION DETAILS P-2 f SPECIFIED IN TABLE 2r�-A OF THE UNIFORM BUILDING CODE. CODEE EINTION # 111 1! 1 FLOOR PLAN P-3 ONE INCH 14. CONCRETE SMALL BE pROPOR11ONED AND PRODUCED TO HAVEA SLUMP OF 4 INCHES DOOR/WINDOW RCIO' ADDITION FOR: FLOODZZON TOLERANCE IS ACCEPTABLE. P SCHEDULE -3 MR. AND MRS. NANNY GALEANA I& CEMENT SMALL BE TESTED AND CONFORM TO AM C4 60 AGGREGATE SHAM CONFORM TO ASTH C-33' ROOF PLAN P-4 1237 SO. BIRCH STREET " UNLESS NOTED OTHERWISE USE We MAX AGGRAGATE FOR SLABS ON MAXIMUM SIZE SHALL BE I ELEVATIONS P-5 FL000 ZC)t,,i;= "Ef�11-frz� R,=Qtf) yEs SANTA ANA, CA GRADE. ELECTRICAL PLANS P-6 COUNTY OF ORANGE 16. SAND SHAM CONFORM TO AM C144. FRAMING/HEADERS P-7 (714)328-6585 1-1. PROVIDE FIRE BLOCKING IN CONCEALD SPACES OF STUD WALLS AND PARTITI FURRED SPACES AT THE CEILING AND FLOORFRAMING t:I1AIL,> ti-f oNs, INCLUDING LEVELS AND AT 10 FT. INTERVALS BOTH VERTICAL, AND HORIZONTAL - INTERIOR SECTION P-8 (7r-2) 0 UBLE JOIST ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS CONSTRUCTION (2M.7) DETAILS P-8 SQUARE FOOTAGE PLUMBING AND "L ED 1AMN&19P1U_M1_39R SQ. ARMWECTURAL STRUCTURAL WITH AITC 117 PSW HEATING PLAN P-9 EXSITING RESIDENCE 1. STRUCTURAL GLUED LAMINATED LUMBER SMALL BE FABRICATED IN ACCORDANCE 12675 The old vein Approval SPEECIFICTIONS - ADDITION SQ, ACCEPTED FOR CONSTRUCTION' 411� , SUPPORTING T-24 2. INDIVIDUAL LAMINATIONS SHALL NOT EXCEED 2" IN NET THICKNESS- DOCUMENTS TOTAL 1,937.5 SQ. T. 61PARATE PERMITS ARE WEOUIRED FOR Planning Drt epament 75% AND I r/o. 3. MOISTURE CONTEDNT SHALL BE BETWEEN RUCTRICAL. PLUMBING t of and eciflcati & MECHANICmust be AL on the jPLANK-J, Fire Der)artrnent 4. GLU4_AMS SHALL BE OF INDUSTRIAL APPERANCE AND THE ENDS SHALL BE SEALED UNLESS NOTED Two ap" sp= Kept tibl i LOT COVERAGE gi pil fimos and it Is unlawful tO ma%e any changes or AOTHERWISE. Aftsral= on same without written PermiSSiOn from the: 4PROVIDE TENSION LAMINATIONS AT BOTTOM OF BEAMS AND AT TOP OF CONTINUOUS BEAMS OVER "ofick, Dep it y of Santa Ana. tment COLums UNLESS NOTED OTHERWISE. RESIDENCE 1,937.5 SQ. GARAGE 396 SQ. be acceptance of this plan and specifications SHALL NOT LAMNATED BEAMS -SHALL MEET THE FOLLOWING MINIMUM REQURSAENTS: MAY 0 4 2005 fl -cy oval of the violation of any, u b "I C �V'V o 4 0 be hold to permit nor be an appr 0 PSI: A) FLEMRAL STRESS. FB=2-40 TOTAL 2,333.6 SQ. 0-provisions of C, Ordinance or State Law,n. B) TENSION PARALLELTO GRAIN, FT=1100 PSI Of Santa An,9 GiM. on C) COPRESSION PARALLEL TO GRAIN. FC=i250PSI. D) HORIZONTAL SHEAR PERPENDICULAR TO WIDE FACE, FY-155 PSI 04 E) MODULUS OF ELASTICITY, E-1 .7x1 0 PSI. LOT SIZE 7,522.5 SQ. FACE FC-M PSI q� pled 0 F) COMPESSION PERPENDICULAR GRAIN TENSION FACE, FC15CI PSI. COPRESSION U epzanlnent LOT COVERAGE 31% CITY OF StkffA ANA 7. SHOP DRAWINGS SHAM BE SUBSTITUTED FOR ENGINEERS REVIEW, AND UPON CW_LETION OF MANUFACTURING SMALL SUPPLY T, HE BUILDING Call/OSHA FBRICA11ON BUT PRIOR TUERECTION, THE MAN Date Issued DEPARTMENT. Z U.1 oC LU UJ LLI 0 'LL Z Z Z Z 0 < < 4 0 0 U) 0 Z 0 T U_ CO --< U) - ray co I-- Z 0 Z 0 < d) DRAWN CHECKED DATE SCALE Joe NO. SHEET PAG E OF9 OF SHEETBi .Cca pp k tgoo ­%"t - I to 1a ace, oil it, A-Gooplad lal A i fREVISIONS By I A, kL s t o m Zx- &F-1 A` y to* 311-Off FOUNDATION PLAN SCALE: 1/4"=1'-O" D me NWWMWI m ri 00 LZ x mom b -Zoolaw joler Umme ALL W-F-RIOR uAlkj_b zV" LU$IA.e NF,.W j.*EXj6TjN6­r� R�WVF_ is;rlMci 1% -S$- (V 2U4 OC NEW FLOOR TO EX. FT'G SCALE: YV=1'-0" No 0 It CON AIL SCALE: 7 vi'l b7OCCO ON/ E K 4.I FELT Vy/wIRF- 5RALL BE A MIN OF bxl� _J(p 'cl a (01, f PER 'PI EC M W/ ONE 5OL7 L.M. WITVAIR 12" OF EA. fNt) OF FleaF-, 14Ut w4S(AeQ. y (p ELK AN/3 —16> d Gw4LL t)e _T 14 VT. 0N 11FA - tocT -0 -EA 5LK. FAIN, F­MZF_t>-,, -7* INTO 6090. .0IMF` WEEP .5C_RfFrD .00, *Zy.&.ELV, FOR—* Z14EF4R TRt-145. 4 rREWURf IWEAT, * REZAR 'PX4�� TL4m CENT-1.1 yv)zr 7f CONTINIOUS FOOTING EXT. SCALE: 3/*= 1 '-0" to Sitamof c.F-t w/z,_i(,,d PKM. TRr-AT -2 'X'(,- pLATa RtFeAg -Top, Cewl e, 50T Jol ro CONTINIOUS FOOTING INT. SCALE. Y4"=J'-O" ak PIER FOOTING DETAIL SCALE: 3/4"=V-0" w w 0 0w U- I-_ z z co .9 0 Lo Co OCOZ09 <2ci<�co Z 0 co 1- z 0 < 0 -u u DRAWN CHECKED DATE SCALE JOB NO. SHEET PAGE 2 OF 9 OF SHEETS PRINTED ON CLEARPRINT 1000H- I Revislorkis By WINDOW SCHEDULE -MATSKAU' - Q*ry lz,�SMARK5 SlRY MINN. 13 473Y4 i�7 V(WL1WP01> gloom ------- go L, Ca. 7- . onomosin owommwmwwo AS MOT@ M-ND-0 W6 -Aps TO M 4.r DOOR SCHEDULE 1A vit 62IL6 2 x ivL Worm .- -3 4S ILL 'S140w;M mes sw-05 M'S5 -0 ve -MMf >- CILAt5 FLOOR PLAN SCALE: 1/4!'=V-0" EYMANTRIlf, _T.Md Xa1TGii.T-N ,4D;t-> - fAtvNq (0 t x z ,DR. DRAWN cHwcKwC DATE SCALE J013 NO. SiiEET PAGE 30F9 OF SHEETS 12 4 - bf I m w W co c000 c"I w Vr C, WW a Z z 0 Z.) o U-) - u- co 0 m 11.0 co C14 'o c 0 co C,4 v- OW 2 0 Q OPIAWN CATO SCALA job NO* SHUNT PAG E 40F9 aft SHUNTS 9 . w w 3 co Co h! tr' w tti(Dw w UU.z. z o � �w� �z09 ua ry O z OW2,-(U ONAWN PACT Pi REVISIONS SY N r ELECTRICA SCALE: 1l4"=9'-O" III Ix w x «0 z N W ttl Q W v- i-- ©(l) i'- z w Lk(QW jW 0}a C,}" Z Z t!3 0�UUC?u> mz0 R d 00 C�Hzc 0 co Z �r ORAWN CHECKED DATE SCALE JOB NO. SHEET PAGE OF 9 OF SHEETS �A.rt Ml IMIQU Wn %*16WNnMnlnl 1uVVn• AEVIF8IQNl3 BY •�wrr k Sw4k! (t 5'C*- FRAMING AND HEADER PLAN SCALE: 1 /4"=1'-0" M 81 4,44 Hctrz `CUD ;t NSA BEAM TO HEADER ATT. DETAIL SCALE: 3"=1'-0" I A00 It 5A►. ,510S vlmleN +°•t.A-m 11-ep PIZll..i., M-L'; 09- W TGHe MCJi2I:. TKAN voz w• t ft 2 lc %8 w r2 - 2 Y. PL,ATF g -NI5 veor,&JG... Ja !J01 To U5Yo IN F 'AMit�JGr AI,IC ?J� 42 tc CAP!"I Z6 GIG, " be w'rT4m 'OM !'CANS OP Jae~. 5iU#9 FiMc tMa TABLE NQ 264-MLING SCHEDULE CONNEMON " "al i. Joist to sill or girder toenail 3-8d 2. Bridging to joist, toenail each end 2-8d 3. 1" x 6" subflooror less to each joist, face nail 2.8d 4. Wider than 1" x 6" subfloor to each joist, face nail 3-8d 5.2" subfloor to joist or girder: blind and face nail 2-16d 6. Sole plate to joist or blocking, face nail 16d at 16" o.c. 7. Top plate to stud, end nail 2-16d 8. Stud to sole plate 4-8, toenail or 2-16d, end.nail 9. Double studs, face nail 16d at 24" o.c. 10: Doubled top plates, face nail 16d at 16" o.c. 11. Top plates, laps and intersections, face nail 2-16d 12. Continuous headeA two pieces 16d at 16" o.c. along each edge 13; Ceiling joists to plate, toenail 3-8d 14. Continuous header to stud, toenail 4-8d 15. Ceiling joists, laps over partitions, face nail 3-16d 16. Ceiling joists to parallel rafters, face nail 3-16d 17. Rafter to plate, toenail 3-8d 18. 1" brace to each stud and plate, face nail 2-8d 19. 1" x 8" sheathing or less to cacti bearing, face nail 2-8d 20. Wider than 1" x 8" sheatbnng to each bearing, face nail 3-8d 21. Built-up comers studs 16d at 24" o.c. 22. Built-up girder and beams 20d at 32" o.c. at top and bottom•and staggered 2-20d at ends and at each splice C4NNEOMN ' -. •' UNGt 23. 2" planks 2-16d at each bearing 24. Plywood and pat ticieboard:5 Subfloolr; roof and wall sheathing (to fi waing): t and less 6d2 19132".314" 8d3 or 6d4 Ve-T 8d2 ills =i114" 100 or 8d4 Combination Subfloor-underlayment (to framing): 314" and less 6d4 7te"-1" 8d4 i1/e"-we 100 or 8d4 25. Panel Siding (toftatuljW: le or less 6d6 5le" 8d6 26. Fiberboard Sheathing:? No. III 13 No. 16 ga.9. 25132" No.11 ga.$ 8d3 . No. 16 ga.9 o� W4E NOT To ,, J°t�avlr r5iMp50hf A3�a NW- a+-+ J=xC :b 81-e� «luod-17 "A rid l=+e�� '2x4--vMv.5 u`s hPP- GxPa f, x10 R FOP- t-1*atr4lo--..._.�, aSI� vOi1. t-b=,5 � I - -%WWO S09 .---.J,, ,-,,� , 4x8 STRUCTUAL MEMBERS SCHEDULE IN T642. WALL* 1`1 - V'rU125 RA2 RR 2"X6" DF # 1 @ 16" O.C. i_ FFJ-1 2"X6" DF # 1 @ 16" O.G. �.STti aHov ! ARL FOL INVICAq ioN Mt..`{. ACTUAL_ LOCAcTi4f I 'To t;Ul'r co-:,tt Ljo"rjow UjFzrMrNT�, MAY-. tl CJ 2"X6" DF # 1 @ 16" O.C. 15FACti- v e, 1 1-0 *14, RIDGE ��p 1 �I BEAM 2"X8' DF# 1 STUDS 2"X4" DF # 1 @ 16" O.C. ROOF SHT 15/32" CDX PLY W /10d @ 6-6-10 (PI 32/16) FLOOR SHT 3/" CCX PLY W/ 10d @ 6-6-10 (T&G) CF-1 12" WIDE X 18" INTO APPROVED COMPETENT MAX MATERIAL W/ 144 TOP, BOTTOM AN CENT. AND #4 VERT. @ 24" O.C. koLe PF-1 20" SQ X 18" THICK W/ 2-94 @ 12" O.C. E.W, TOP AND BOTTOM SHEARWALL NOTCWNG(EN) S.W. #1 15/32 STRUCT. PLYWOOD W/10d @ 4" O.C. AND 12" O,C. (FN) a 'I z LL n�C z 0-Uo 1 to a':�U-'UR t3 0imz0c0 ory co©w�-z��r a N¢pr- CG DRAWN CHECKED DATE SCALE Joe NO. SHEET PAGE 70F9 OF SHEETS --, rnJM 1 cRr vw '.►.cr►nrnm f ivuvn• REVISIONS BY 412410!r WDOET554M 5f-Am_ Al F_H_ rNi 4' AL t_ JL L _11 IL .11, 11 M T-0_'RCM__UNA0N_' Ir -azd Ak - FR-- ��Xt tlVIN4 1;;tM Nvlw 15r>". BEAM AT DOOR DETAIL SCALE: V=V-0" ch JU IL 11 H IfF If A 4W t x5tr rooNr>A _Ql2m F "nt Oo 44 )M INTERIOR SECTION SCALE 1/4"=V-0" .... ................... 1313 INTERIOR SECTION SCALE 3/8"=V-0" rf-- - t I is, I , m!m, b. — I IN 4*T.-6F,PL,4TE 4 F1 RE 15LOOk,,'61_ - SAVE DETAIL SCALE: V=V-0" (ZX PLYWCOT,) x IbLMKII(I Wl 0 Lq LU ce Lu 0Lu 0 w LL z �- Z z Clrl 0 Z 15 2 0 0 25 - ( LL U50) a E2cozoq < � ci < >-,c,,oj a < Z, 0 Z =) 0 L_: C14 0 a PRINTED ON CLEARPRINT 1000H- PLUMBING/HEATING SCALE 1/411= 1 1-09 RON HVAC CONTRACTOR TO DESIGN/BUILD /7 DUCTING HVAC S TO LOSE NO LESS THAN 6% OF FAN OW 4 0 Z z z 0 0 Lo u- CO oicoz< LO og 2 d < � wcj 'a cl) < co r- �z - 0 Z: D 0 04< 0 V- DRAWN DATE p �r*Aumi Joe No. PAGE 90F9 OF SHVeTs Certificate of Compliance: Residential (Addendum) CF-1R anuel Galgana llesid silence Addition 3118/2QQ5 Project TRIG Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the Items specified in this checklist. These Items require special written justification and documentation, and special verification to be used with the performance approach. The local M may ralpet 2 buildina or desion that otherwise complisis beast orh the � I I I adequacy *fftspecial lusUflationaria documentitimsubMItted Plan Field The DHW $.to. -Standard Ga. 60 gal or Lose Energy Factor = 0.525,_An EF below 0.68 requires an R-12 External 2!nket 4 HERS Required Verification r These features must be confirmed and/or tested by a certified HERS rater under the supervision of 8 CEC approved HERS provider. The HERS rater must document the field verification and dlaWKWIc testing of these measures on a form CF­6R. _T1W �Flld i Sun initiatigo-TImIL 031105 11:18:47 Run C : 1111175327 - I User Number 4749 Job Number. 02278-E+A R Page.b of 19 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME Manuel Galeana Residence Addition DATE 3/18/2005 FLOOR AREA 674 slisikill i"E­ -_ _ ------------ - .-HIVA.C.Loads Addition ENGINEERING CHECKS YS M LOAD Cumber of Systems COIL I CFM Total Room LoadsL 26& COOLING PEAK I COIL HTG. PEAA Heating IS ysti�qj_ ISensiblii Latent I CFM I I Sensiblel Output per system 6.5m _-A F_1 6.820 Total Output (Stuh) Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan 0 Output (Stublacift) 328 341 0 Gaoling stem ---- - --- 0 output per system 0 0 Total Output (Stub) 0 326 341 Total , 0 , uw irons) Supply Air Ducts 7.2119 E=502 TOW Output (81111111so) TOTAL SYSTEM LOAD 1 34 Total Output (sciWon) Air System HVAC EQUIPMENT SELECTION CFM per System Airflow (dm) Airflow (dadsq M Aidtow (dirafron) - -------- Outs , ide Air Total Adjusted System Outp (Adjusted for Peak Design conditions, TIME OF SYSTEM PEAK OutsideAir (climiscift) Note: to: values above given at AfU conditions HEATING SYSTEM PSYCHROMETRICS; Airstream Temperatures at Time of Heating Peak) 33.00F 70.00F 110.00F Supply Air Ducts Outside Air 0 chn Healing Cog 1100OF ROOMS 70. DO OF_ 70.00F Return Air Ducts MQQNG SYSTEM PSYCHROMETRICS (Airstream Tenet natures at Time of Cooling Peak 90.2/69.50F 7&0161.90F 6&0/63.5or- Supply Air Ducts Outside Ak 0 clim cootbig 65.0 / &15 OF 40.0% P.H. ROOMS 78.0 162-1 OF 7110162_10F Return Air Ducts SyErwrpySaB. User Nuniber:.4749 Job Number: 02278-E-+A R Page 19 of 19 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME Manuel Galeana Residence Addition DATE 3/18/2005 SYSTEMNAME HVAC System Existing Loads FLOOR AREA 1281 ENGINEERING CHECKS SYSTEM LQAD Number of Systems Heating System Output per System COIL F4 Total Room Loads L_25 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 1 COOLING PEAK COIL HTG. PEAA Latent CFM I Sensiblel 23,524 1101� 40A1 TOW Output (Sttuh) output (owhl"ft) 1,176 0. 2,015 0 Cooling System---.- Output per system 0 0 TOW Output (Stuh) Total output (Tons} 1.01� 2,015 Total Output (aww'scift) Total Output (sqWon) 25.87� :32 CFM per System HVAC EQUIPMENT SELECTIQN Total Adjusted System Output I (AdlisslailfbrPealiDesignCondiflons) F-7-1 Tim OF SYSTEM PEAK Jan 12 arrt Airlikow (d1m) (cingacift) -Airflow Airflow (cfmirron) Outside Air (%) Outside Air (cWsqft) !Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heath a Peak) 33.0 OF 70.00F 110.00F Outside Air 0 C111111 Heating Coll 70.0 9F Return Air Ducts Supply Air Ducts 110.00F ROOMS 70.0 OF COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 902/69.50F Outside Air 0 c1m 76.01 W-1 OF 7&0161.90F 55.0/53.50F Cooling Cod Return Air Ducts Supply Air Ducts 65.0/53SOF 4&6% R.H. [:ROOMS 78.0162.10F By W_­sa i user Nuirdw.4749 Job lAwrAw. 02278-E+A R 1389818 Of 19 _J INw- IBM Mandatory Measures Checklist: Residential (Page I of 2) MF-111 NOW- Lowdse residential buildings subject to the Standards must contain these measures regardless of fie compliance approach used. Item marked with an asterisk 0 maybe superseded by more stringent compliance requirements listed an the certificate ofCompliance. When this checklist is Incorporated Into the penuft documents, the features noted shall be considered by all parties as minknum component performance specifications for the mandatory measures, whether they we showrt elsewhere in the documents or on this chocklist only. DESCRIPTION Instructions: Check or Initial applicable boxes or enter NIA If not app! DESIGNER ENFORCEMENT Building Envelope Measures lWa): Mbimm R-19 calling budgion. R-30 'COMPLIAN,E FEATURE 150(bY Loose fill Insulation manulactureft labeled R-Value. 150(c): Minimim R-13 wall Insulation Inwood flamed waft orequivalent i.1-valuis metal amewalls in frame(does notapptitexionormasswati.). E]* 150(d). MWroumR-13raised floor bwAa*minframed ftmorequivalent. ❑IWQ: Stab edge Insulation -water absorption rate no greater than 0.3%. water vapor transmission rate no granter titan 2.0 perinlinch. 118. lrmulOonspecified ormeta meets k*uWbonquality aWndards, 116-17. Fenestration Pmducb,% Exterior Doors and InUmUmEmlWm Controls 1. Doors and windows between conditioned arxi unconditioned spaces designed to find air leakage. 2- Fenestration products (exceptlieldtabelcided) have babel with certified U-Factor, cartified Solar Heat Gain Coefficient (SHGCj and infiftratiort & Exterior doom and windows wootherstripped; all joints and ponstrabons caulked and sealed. E] 150(g): Vapor barriers mandatary in Climate Zones 14 and 16 only. EllWft Special Infiltration bander Installed to comply VIM section 151 inside; commission quality standards. ElIW9� Installation of Fireplaces, Decorative Gas NVIlances and Gas Logs. 1. Mousey and factory -built fireplaces have: a. closeable metal or glass door b Outside air Intake with damper and control cw Flue damper and control 2 No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measurf 110-13- HVAC equipment, water heaters, showeit*a0s and faucets calified by the Commission. lbi 1W(byHeats V.WwwoWVtoads mutated ina=,darnoewdhA&w.Ar-,$mAcNAorAcc,& IWM Seft&#mnostatonaapplicable heaWVand/or coding qdmm FXJ 150& Pipe and Tank laudation 1. Storage gas water heaters rated with an Energy Factor less than OM must be externally wrapped with Insulation having an Instgaid thermal resistance of R-12 or greater. 2- First 5 feet of pipes d0%!g to water heater tank, non-radroulating system hubled (R-4 or greater) 3. Backup tanks for solar system, unfirad storage tor0ts, or other Indired hot water tanks how R-12 external insulation orR-16combined kdwnaVeAsmalinsulation. 4. An bused or exposed piping insulatiscl in recirculating sections of hot water systems. 6 cooling system piping below 65 degrees F. budged. 8 Piping budging between heating source and Irdract hot water lank. By EnwoSoft User Nuffdw.47.0 Job Number.022I6-C-+A _P� Ficili Mandatory Measures Checklist: Residential (Page 2 of 2) MF-IR NOTE: Lownse residential bukkQs subject to the standards mist contain time measures regardless of its compliance approach used. Rom marked with an asterisk r) may be superseded by more stringerit conVilance requirements fisted on the Cortifloge, of Cornpliance, When this disclifist is Incorporated Into the permit documents, the features noted and be considered by all parties as minimum component performancs specificatkins for the friandatory measures whotheir they awns showri elsewhere In the doctimords or an this checklist only. DESCRIPTION Instructions: Check" Initial applicable boxes orenter NIA Knot applicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) 0 * lWmy Ducts and Fans 1, AN duds and plenums Installedf. sealed and budged to meet the requirements of the 1998 CMC Sections 601, ON. 604 and Standard "; ducts budged to a minimum Installed Imal of R-42 or enclosed entirely in conditioned space. Openings shall be sealed with mouse, Pape, aerosol sealant or other duct -closure system that meets the applicable requirements of U1.181, UL181& orUL1818. ffmastic ortape Is used to seal openings greater than 114 Inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying omw0floned air. Joints and seams of duct systems and their components shall not be sealed with cloth back tubber adhesive duct tapes unless such Ups Is used In combination with magic and drawbands. 2. Building cavities, support platforms for air handlers, and plenum defaced or constnicted with materials other than sealed sheet metal, duct board or flexible duct slid not be used for convoying cooditioriecl air. Building cmfts and support platforms may contain ducts. Ducts Installed in cavities and support platform sholl not be cwpvswd to cause mductions in the cross -sectional area of the ducts. & Joints and seams of duct system and their components shall not be sealed with dA back nftw adhesive duct tapes unless such a We Is used In combination with magic and dra*tands. 4 Ettaust fan systams; two back draft or automatic dampens. 6 Gravity ventilation system serving conditioned space have e**xautmw&c or readilly accessible manually operated dampers. S. Protection of Insulation. Insulation shall be Protected from damage. boluift that due to SWftK MOMM, equipment inalatenance, and wind but not Umftd to the following: Instilabori exposed to weather shall be suftalgo for outdoor service eg.. potected by aluminum, sheet metal, pointed comas. or plastic cover. Cellular foam Insulation shall be protected as above or paintod with a caging gig is water relardent and provides shielding from solar radiation that can cause degradation of the nuderial. ❑ 114- Pool and Spa Heating Systems and EquIpinent 1. Cardflocl with 78% themiall efficiency, on -off switch, weatherproof operaft buructions, no electric resistance heating, and no pilot. Z System Is installocl with at least W of pipe betweart Affair and heater for Mae solar, cover for outdoor pods or SPOS. a. At toad 36' of pipe between fitter and heater for hours solar boating. b. Cam for outdoor pools or outdoor spas. 3. Pool system has directional blets and a circulation purnp time switch. 116: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no confintiously burning plot fighL (Exception: Nori4ectrical coolift ap*- wM plot < 150 Stift) ❑ 118 (0: Coot Roof material meet specified criteria Ughting Measures 150(k)l: Luminaires for general fighting In iWwus shall have tamp. with an efficacy 40 lumenalwad or greater for gonerad lighting in liftheris This general lighting shall be controlled by a switch an a readily accessible fighting control panel at an entrance to the kitchati. © 150(k)2r Roans wUh a simower a batimdmb rra�K have edgier at ieasK aria usrarele rifts temps wdtih an effiaary of 40lrmer a@ or greater swntdned at the erdmnoa to the main or one afthe, afternalive WOOS r"diemard allowed in Section and recessail calling flAves are IC (insulation cow) approved. 3.1 By Eaargl" MW Mlalbw. 41FQ I* Munben. OW&F-+A R Certificate of Compliance: Residential (Part I of 2) C F-1 R Manect Tift uel Galeana Residence Addition Date 3118/2005 Proj 1237 S. Birch Street Santa Ana Project Address Building Permit # EnergyS _______J714) 871-8197 Pla . n Check I Data 00"MOIMORNOtthic, Telephone Computer Performance 8 Field Check I Date Compflancs Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: --1.955f? Average Ceiling Height: It Total Conditioned Slab Area: --Qf? Building Type: (check one or more) Single Family Detached M Addition ❑ Single Family Attached FI Existing Building F] muiti-Family FX1 Existing Plus Addition Front Orientation, (West) 270 de-g Floor Construction Type: [] Slab Floor Number of Dwelling Units: Number of Stories: Raised Floor L114.11ILL11111414 Anti& Ifilb &ALU-N- Const. Component Frame Assembly Location/Comments Type Type U-Value (attic, garage, typical, etc.) Default Floor Prior To 1991 - K(nd- 0.098 Exterior Floor I Over Cravvispm Lw-/R6 (1*4) Default Wall Prior to 1978 - Wood 0.385 Exterior mall - Solid Wood Door None 0.387 Exterior Door Default Roof Prior to 1978 4 Wood 0.047 Exterior Roof R-13Floor (F.13.2x6.16) wow 0.046 DLefior Floor 1 Over Qrawlspao (w/R-6 Credit) R-13Wag (W.13.2x4.16) wood 0.088 Exterior Wall R-W B9AP_302c4.24)_ wood _0.031 Exterior Roof Type Orientation Area Fenestration Exterior Overhang Side Fins (SF) U-Factor SHGQ Shading Yes / No Yes / No Rear (East)____. __.Aa _____%74___. __ D 9 1-1 MX ftht south) 34.0 0.99 0.74 __ go Screen F1 MX F] N1 FrW .452 -0-99 ___0_-7A____ Bm Screen 0 W I I 1XI Left (North) 61.1 -0.99 Bug Screen Q RI F-1 Mx Left (North) _33.3 _ Q.60 BugScreen Li W r❑I 1XI Rear (East) sm'ssaen F1 (k] M Y E§gh_t ftyth) _564 0.60 Bya agm 0 Fil EJ fX1 El F1 M M El Q n F] M 0 E3 F1 F1 El 0 EJ UserNumben.4749 Certificate of Compliance: Residential (Part 2 of 2) CF-1 R Manuel Galeana Residence Addition 3/18/2005 Project Title Date HVAC SYSTEMS Nola: Input Hydroalc or Combined Hydrorde data under Water Heading System, except Design Meeting Load, Distribution gEquipment Heating Minimum Type and Duct or Type( mace, heat Efficiency Location Piping Thermostat Location pump, etc.) (AFUE/HSPFXdu , attic, etc.) R-Value Type Comments REF; MEAR =>78% SECTIpN 1.,jo h4 Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location I heat pump, evap. Cooling) (SEER) (attic, air-.) R-Value Type Comments REF: ME--IR =>1 0.00 SECTION 150 h4 WATER HEATING SYSTEMS Rated 1 Tank Energy Facf. External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss �/o) R-Value Standard CZm, 0-gaLar-Law Small .as StandaaL___.,__ 1 40.QM 5a - n52 n1a 12.__ 1 For smelt gas storage (rated In" of less than or� Mtuft), electric resistance and beat pump water heaters,heaters,list energy factor. 77 , I. For 400offftelais In 75 U4QJWWA*GA&ated Input, Recovery Efficiency and Standby Loss. antane-NVIvir and Recovery Efikkoxy. enestratiort at new actumon t;Lt; uslaun u-i-actor =<u.ow b"yk; =<u-bou -30 at Roof addition WAG Loads ref MF-1R Section 150 It -1 CBC 310.11 evision 13-18-05 elimination of 2nd floor addition. _COk&ftCE STATEMENT is oomp"a the building a���o co a Californiafoa ad iv. to Implement M11 d,,,pc=,b111ty.Theund"Ignrecognize thatusing dud seaAng and TXV s requires installer testing andon and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: _Cb_uck_VJsnig Title/Finn: Steve Thrasher for Home Owner Title/Firm: Energy impacts Address. 14336 Sanesteban Address: 1015 E. Chapman Ave.. 4205 La Mirada. CA 90638 Fullerton, CA 92831 Telephone:714-326.6585 Telephone: 1 ) a - 7 - Lic. M AABW CoWbfwA%Ddahw 4Cawb*, (signature) (we) (signature) CE IE ED ENbER (date) Enforcement Agency VZyST =V Name: TitlelFiff n: ROI-01-259 NROI-03-M Address: Telephone: AsjanaturY� in date 48W__...---Rindidin _..___.r(kmJnWWonTkm .0311N-45-111 -1111176327 LOwgyFro1j__#yEner Soft User Numbec.4749 Job Nurnber02278-E+A R paged of 10 IIT CER I IFICA-ITE OF COMPLIANCE NOTES: DWELLING UNITS, GUEST ROC OROVIDED WITH HEATING FACII ROOM TEMPETURE OF 70' (21 FEET(914MM)ABOVE THE FLOG TITLE 24 ADDITIONAL COMPLIA OF 10 OR 18 SEE REMARKS. AND CONGREGATE SHALL BE 3 CAPABLE OF MAINTAINING A AT A POINT 3 HABITABLE ROOMS. FEATURES REF; CF-1R PAGE 4 [-%[^I a cits Energy IL GREEN BLI LD 11S GN LEE CONSULTING 101 Z'Inp Suite 205 R ill, rt. n Phone (714)-871-8197 Fax (714)-871-1156 E.Mall Address Energyiapacbeff net STEVE THRASHER 14336 SANESTEBAN LA MIRADA, CA 90638 714-328-6585 0 1 nk 0110,0011,111A.T0101 SITE LOCATION �06U tv �N FOR I - AN b 1237 S. BIRCH STRE Va L.101awn of SANTA ANA, CA 92? 0 "%I�ov�, MANUEL GALEANA RESIDENCE ADDITION 1237 S. BIRCH STREET SANTA ANA, CA 92707 APLAN REV15ION 3-18-05 PROJECT NO: 02278 E+A REV 1 CAD DWG FILE DRAWN BY: CHK'D BY: CV COPYRIGHT: ENERGY COMPLIANCE T-24 OF LLl LU CD M C6 SHEET