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HomeMy WebLinkAbout10138670.pdf41,011 61-011 6'Y3'6" S1_W TE 3 wo s 0 wEl, 01, s 0 y L DD I T I O.A6T T Rl H L E F R M H L TL ADDRESS: N.605 JENKINS ST SANTA ANA CA. 92703 LO 2(" 1,0vt 10f 'Off 7I I -0 '011 11 6 0 I N N BUILT UP CRICKET 4 k L9 RIDGE < N I-, MSTA21 Holdown MSTA21 MSTA21 Holdown �6 ) x4' SLW \ 'L 3-_ 4x10 HDR J _Z/7 V) a \\-MSTA21 00%Hol wn Nd_ 0 4%X x 12f-7v' of PLAY AREA am MSTA21 —\ I ry uj V) lNu_ 4SD U- 71-011 ... ..... .. . LO V) C-4 -1 < y D-Iltd- X X 1-1 lit - 31-811 8 Aji LO V) L U- cr_ 00 SID x x 00 ,--2x8 STUDS WALL,!N<l� BATH 61,911 GFI I I U") W.I.C. i`7� A,,T H 00 ax CLOSET (D 00 ux cnQ 00 x 00 cx 0) { L4 , 6 f,911 81-5 V, if 4 0 14=1 b� 31-7fl uj CN V) MASTER BEDROOM LSD 0) �x x x 283 SQF BEDROOM 4 SQF� mo-,- r206 V) 9 N. 11-511 uj (u/_l (0 x I 1 FIRST FLOOR ,SECOND FLOOR & LEGAL DATA 2 SITE PLAN (I SECOND FLOOR FRAMING & ELEVATIONS ROOF PLAN & FOUNDATION PLAN DETAIL 06 ENERGY 1 OWNER: MY HUU TU & THUY THANH NGUYEN 2 PROJECT ADDRESS: N.605, JENKINS ST SANTA ANA CA. 92703 3 LEGAL DESCRIPTION: LOT SIZE: 60'x110' = 6.600 S EXSIST`G ONE STORY HOUSE • 1427 SQF. EXSIST`G GARAGE: 400 SQF 4 PROPOSED ADD NE RIE FIRST FLOOR: 819 SQF. SECOND FLOOR: 12 F. TOTAL ADDITION:2050 SQF. LOT COVERAGE: 40% RESPONSIBILITY THIS PROJECT: OWNER: MY HUU TU N.605 JENKINS ST SANTA ANA CA. 92703 PHONE: (714) 265-9878 SIGNATURE: ®R NOTES: WALL COVERING SHALL BE CEMENT PLASTERJILE OR APPROVED EQUAL TO 70 INCHES ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS.MATERIALS OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE LLj t 4" RESISTANT. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY 11. SWING DOOR OUTWARD. :NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS �'3 r ' 4* THAN 1,024 SQ.IN. OF FLOOR AREA, AN ENCOMPASS C, i C) 4 30 INCH DIAMETER CIRCLE. ck� cr) _TRUSS SUPPLIER SHALL SUBMIT CALCULATIONS AND SHOP C) DRAWINGS SIGNED BY A REGISTERED CIVIL ENGINEER To Acc 'Y d 01 - THE RESPONSIBLE PROJECT DESIGNER WHO AGREES TO REVIEWTHE SHOP DRAWINGS FOR ACCEPTANCE PRIOR TO FABRICATION. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE BUILDING SAFETY DIVISION FOR ACCEP— i /m\jur— AFTER r—m THE RL3rUl\4310Lr_ PROJECT UE.31UINER Fl/-\3 C%4 NOTED HIS/HER ACCEPTANCE AND PRIOR TO FABRICATION., w V) Lr) L0 v7> 9 TRUSS DRAWINGS MUST REFLECT COMPLIANCE WITH CBC F.A.U. I I Sri SECTIONS. j 10 6x4'(TtSLW Oil 2iizaugn' L ------------------------- F-1 1704—REGULATION OF PREFABRICATED CONSTRUCTION INCLU- 7 74AW'llm D 4xl 0 HDR AN 61,711 1 61-011 1 DING REQUIRED INSPECTIONS AND CERTIFICATIONS. C e7 le-00 20 'Off 14f,61v ug� - e 181-911 On cLellft , , 10­ 1 � Essl 2304.4.2 CONNECTORS AND FASTENERS SHALL BE INSTALLED DRAWN.: 0lSCR,ACfl0tN\llr P, I, IN ACCORDANCE WITH CBC CHAPTER 23,DIVISION 111. —6tv ........ TUTRAN 341 YE"Ito (i _yE b 2304.4.4 M ETAL— PLATE— CONNECTED WOOD TRUSSES SHALL r p 11141m 341-611 ()746 CONFORM TO CHAPTER 23,DIVISION V. PROVIDE EVIDENCE 0 714—5312 F 904 NO. 40C57o L, rLIZ '7i REQUIRED FABRICATION, STORAGE, HANDLING AND DELIVERY E4. r-n &Ji INSPECTIONS. 1G, ­NN CHECKED: C N D F L '00"OR' Z)t: U J,�E­:­_�,�`_.1'1�� �luqk' .... ..... . SCALE: 1/4 .0 TILITY SERVICES _...jaw i�l 8,2 L, A i f. nw DATE: ` C i It�all) SCALE. 1/4 UNDERGROUND UTILIT13S SHALL BE REQUIRED FOR THIS PROJECT s 9 776 1`111,1tDftf -i'll 16 LL 2- 15 SHEET: �n 3 1 of 7 ■ 105.721 000 R �� i �i ! li it ii i ® I i ; ` ;® ,(E) STUDY ROOM (E} LIVING ROOM (N)KITCHEN {E} BEDROOM 2 6`SD 121,61f SD c/) i L___J L — — — — — — — — — — - F_ z EL CJ 00 C) 0'�ISD (0 x 0 0 ui uj 00 L ------------- z F --------------- ( " SD BE E) ITqHEN TO I I e z LO C.0 LO 1:� I ui LSD SD CL 0 (E) FAMILY ROOM 00 CL {E} BEDROOM 1 zo V) (N)DINING ROOM F1 K, 0�ISD z Q0 LLJ i wi CL If 0 8 ® i i i _ _ _ _ 6x4 SLW 3x2 SLW 1 L 44 SLW - - - -- - - - - - - - m M <f ENTRY 2 CAR -GARAGE 410 SCEF N i 5/8" TYPE "X" DRYWALL ON WALLS AND CEILING Tr. SITE & F1KbT FLOU SCALE: 1/4 i % LEX 1. ------------------------------ -- ---------------------------- F 201-011 LO IN n Immm 8�� M PROPERTY LINE: 110.69 240 tp 110.691 2. S LO N LO LO ul z us CL. 0 CL SANG mac; NO. CS7504 EXP. I I /.M`­`,,/,1 clvl\� 0 c 22f_0 1 l�o 13 Sr.7o DRAWN: CHECKED: DATE: SHEET: 2of7 ACOUAI T CUlKini C*C DnnC* nX/C*D 5/8w TYPE *X" DRYWALL ON WALLS & CEILING ROOF TRUSS ICBO#AA-583 DRAWING SHALL BE REVIEWED BY ENGINEER AND SUBMITTED TO BUILDING DEPARTMENT FOR APPROVED --� 12 14 CROSS SECTION AmA SCALE: 1/4"=1' CUTTING AND NOTCHING BORED HOLES STUD STUD NOTCH BORED HOLE—,20 STUD-1 7/16 IN MAX. 2x6 STUD-2 3/16 IN MAX. 20 STUD-1 7/16 IN MAX. 5/8 IN MAX. 2x6 STUD-2 3/16 IN MAX. 40% ALLOWED 40% ALLOWED NONBEARING PARTITIONS ANY WALL DRAWING 1 DRAWING 3 STUD STUD - NOTCH BORED HOLE t72x4 STUD-2-1/8 IN MAX. 2x6 STUD-3 5/16 IN MAX. 20 STUD— 7/8 IN MAX. 5/8 IN MAX. 2x6 STUD— 1 3/8 IN MAX. 60% ALLOWED ANY NONBEARING WALL 25% ALLOWED OR EACH BORED STUD DOUBLED EXTERIOR WALLS AND BORED HOLE NOT PERMITTED IN MORE BEARING PARTITIONS THAN TWO SUCCESSIVE DOUBLED STUDS DRAWING 2 DRAWING 4 NOTU"'HING "I I mallill W � O C:) LL CD (D ck-0, V) 0) C) CN 0 CL V) V) 0 LLJ < LLJ 1 �c, SIMPSON GARAGE PARTIAL SW22x7-6 c 9 Z)) 00 201,011 1-011 V,011 1-011 4 6 10 171 A tSECOND FLOOR FrxP%MINC-., i,CALE-. 1/4 11=1 � 2 9 60 co EXIST'G CONSTRUCTION 46 NEW CONSTRUCTION WEST ELEVATION (FRONT) SCALE: 1/8"=1' a 9 80 77� W_ "UP "S 1 IN m UK S., gin W-0, mi pl, m EAST ELEVATION SCALE: 1/8"=l' ASPHALT SHINGLES ROOF OVER TWO LAYERS # FELTS UNDERLAYMENT OVER 1/2" OS8 PLAYWD INDEX 24/0 KlAll OA r- r- IA Tn LAATt'"%U CVICT'n EXIST'G CONSTRUCTION 4 NEW CONSTRUCTION SOUTH ELEVATION SCALE.- 1/8 f$=j 1 4jao C:) a� �j DRAWN: - --- - - - - - - - - - - - - - - -- - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW CONSTRUCTION aID EXIST'G CONSTRUCTION NORTH ELEVATION �1'1�[1J 4( L NO.c5T504 EXP. VA CHECKED: DATE: SHEET: 3of7 EXIST'G ROOF RIDGE EXIST'G ROOF ul ROOF PLAN I c co I zn u") mi a 711 k0ni LO 201.,011 --------------- 15' WIDE x18' 1'-6* LG #5 DOWELS TO EXISTG FOOTING 0 24" O.C. (TYP) u") 15" WIDE x1 8' L- - - - - - - - - F- - - - - - - i 15* WIDE x18* ! f i 121,311 --��- ! ; NOTES cv 3 1/2* CONC. SLAB 0 2500 PSI m 7- 0 28 DAYS OVER 6N60-10OX100 E.W.W.M. OVER 2* SAND,OVER 6 MIL VISQUEEN, OVER 2" SAND USE TYPE V CEMENT REINFORCING STEEL 40. x w - - - - - - - - - - - - - - - - - - - - - - T T---- - - - - - - - r -- - - - - - - - - - - -- - - ----------- V-6- LG #5 DOWELS < TO EAST`G FOOTING LJ uj 0 2e O.C. (TYP) Lr) x N 4 2 CAR -GARAGE ­7 CD 410 SQF V) 00 0 V) �t, , 2 Co A-5 I;�'- _ L ------------------ ----------------------------------- L 141-61f L• F FESS 0 U N "Lmj"'AT I uF'0�1 N PLAN NN G SCALE: 1/4"=1' NO.C575O4 EXP. OF CHECKED: DATE: SHEET: 4 of 7 2x4 STUDS ® 16" O.C. 2x4 P.T.D.F. MUDSILL 2x4 P.T.D.F. MUDSILL 2x4 P.T.D.F. MUDSILL STUCCO 2x4 P.T.D.F. MUDSILL W/5/8*0 A.B. W/2-x2-x W 5/8 $* 0 AB 0 24" O.C. V//2x2x3/16 WASHER BOLT) W/5/8-0 AB 0 24- W/2x2x3/16 WASHER BOLT) O.C. W 5/8"Q AB 0 24* T_ V//2x2x3/16 WASHER BOLT) O.C. CO14C. SLAB 3 1/2' 20 STUD W/WEEP SCREED 3/16" WASHER 7- INTO CONCRETE 12* FROM CORNERS AND 4' O.C. MAX. (ANCHOR EXIVG WALL 31/2" CONC. SLAP, (ANCHOR EXIST`G WALL 31/2' CONC. SLAP-, (ANCHOR I EXIST WALL 17 31/2- CONC. SLAP VARE MESH 2x4 P.T.D.F.W/ SHOT PINS ROOF TRUSS 8/3t 0 w WIRE MESH 'I3 1/2n CIONC. SLAB WIRE MESH i I WIRE MESH I F WIRE MESH W2* O.C.6MIN. DTC CUP 4 7T4 31/2* i6 A kTION (E) FOUNDATION 1 FOUNDATION (E) FOUNDA 1x PLATE 3/4! MIN AIR GAP f3/4' 00 L 2 00 00 'o 101 2x PLATE #5 CONT. 3" FROM EXIS"rG FOUNDATION 2x STUDS 0 16m D.C. TOP & BOTTOM TYP. ALL FTG's. 15 AT TOP 1#5 AT TOP 1 #5 AT TOP 15* #5 CONT. TOP & BOTT. & BOTTOM 15" & BOTTOM 1 5 & BOTTOM (2), 3 4 5 6 T__ T' 4 #_00 4x HEADER F 6x6 POST ROOF SHEATHING 1 12-16d EA, 2-16d EA, SIDE OF SIDE OF SPLICE ROOF SHEATH'G C666 BN.-\ 2x FLAT 0 24! O.C. SPLICE #4 CONT. 0 CENTER 2x BLOCKG W/ (2) 16d DOWEL #424" O.C. BN.0 8" O/C 1" MIN GAP /p H2.5 n EN. EN. F 31/2" CONCRETE SLAB CONCRETE SLAB 0 48 OOF RTRUSS 16d 16' O.C. PER PLAN WIRE MESH 1-1.1 r I 1J, BN. ROOF TRUSS 16d 0 16' O.C. 2x BLOCK .11 - � a 2x4 BLOCKING W/1 6d SIMPSON PC 2x STUDS 0 8" O.C. TO TOP PL. POST CAP ROOF TRUSS PROVIDE STUD BELOW SPLIDES 0 16" O.C. 46 MID POST - — — — — — — — - 2x PLATE SHEAR WALL WHERE OCCURS UP TO ROOF 2x STUDS SHEATHING (SEE PLAN) 0 ir O.C. MIN, PLATE SPLICE 1 8" JI SEEP LA$ 0 DETAIL EACH WAY (7 8 t. 0, i ( j12) PLYWOOD SUBFLOOR SHEARWALL 1-204 STRINGERS (MIN. 3) 2-PLYWOOD TREADS & RISERS (MIN.3/4-) k02 PLYWOOD TREADS & RISERS F1__ DOUBLE TOP PLATE 3-2x4 THRUST PLATE ANCHORED W/RED WROUGHT IRON HAND GUARD RAILS 2x12 STRINGERS (MIN3) OR 2 WHEN 2xTREADS ARE USED U1 F­ HEAD SHOT PINS 0 16" O.C. 11/2- STEEL TUBE 5/8- TYP -X- G.B. WHEN REQ.) 2x STUD WALL DOUBLE F.J. OR HEADER STAGGER NAILS 16d 0 16"O.C. low BTM. PLATE U SHTG. 4x BLOCK ,-4x ST6236 4x HDR ST6236� BLOCK 242 FLOOR JOIST BEAM 1 NOSING 9*MIN ,06 2xCRIPPLE WALL 2x1 2 BLOCKG SEE PLAN ' 7 o 1/2- GYP. BD. U210 I 08 4xHDR OR WALL WHERE OCCURS SIMP. T NST27 2 � i 08 APPROVED METAL HANGER MST48 SHEARWALL SD�SON EPC END 2x12 FLOOR JOIST POST CAP INTALLATMIN 4x POST SEE PLAN SEE PLAN 1 NOSING L# 2x DBL TOP RATE 4x HEADER BM. TO POST CONN, 5/8- TYP*X_� D DRYWALL 000 5 4x BLOCK- 4x K BLOC 3 --.NV .--- OD 2 06-1 ST6236-/ ST6236 MST B« 2x4 STUDS 01 6m O.C. WIN-F"' 3 13 (14') ("15) STRINGER AT WALL 177:' D18 PLYWD. AS NOTED STUD & 16" D.C. O.N.O.. 2-2X EXCEPT AS NOTED 13N FOUD, PLAN PLAN 2x STUD WALL STAGGER NAILS BTM. PLATE Plook1­1 EDGE NAIL'S SEE 9" WALL SCHEDULE RR SHTG. vr i 20 2 BLOCK 2x BLOCKING 0 2e D.C. 2> 7 _,9 410l46 1 BOUNDARY NAILING A35F (SEE SHEARWALL SCH1EDULE) STAGGERED PLYWD. 24! MAX. SPACING 2A2 FLOOR JOIST SMP. x SPLICES 2X BLOCKING MST37 2x BLOCI(G 0 24! O.C. (WHERE OCCURS) r --,-2- S it & NN TOP OF CONC. 2x DBL TOP PLATE Y 4VA 4 1. 4x HEADER -2- CI'S "4 /L C57504 NAIL & 12' D.C. DISTANCE Y MUST NOT EXCEED DIMENSION X Q. SEE SHEAR WALL SCHED. FOR A.B. INTERM NAILING DROP CEILING EX NOTE} FIRE BLOCK SUPPORT OF BEARING P'ARTITION WHERE PLYWD. OCCUR & EA. SIDE STAGG, PANEL JOINT, PERPENDICULAR TO JOISTS OF, TYPICAL WALL SHEATHING 19 20 (21 22 23 i I I � I 3 4i�'7e CD D CD ROOF � � B.N. TYP. � B.N. TYP. x PROVIDE 12" LAP —� W/4-16d OR 2x.SCABx 2'--0" W/4-16d EA. END TYP. ALL LEVELS. 2x SOLID BLOCKING TYP. AT ROOF STUDS 0 16� O.C. MAX. JOIST B.N. TYP. i • V4� JOIST N 1 STUDS 16* O.C. MAX. SEE SHEAR WALL SCHE'D SH—D1 SEE SHEAR WALL SCHE'D SH—D1 SILL PLATE NAILING SAME AS PRESSURE BLOCK NAILING SEE SHEAR WALL SCHEDULE TYP. 3x BLOCKING TYP. U.N.O. SIMPSON A35F SEE SHEAR WALL SCHEDULE SHT. 13 — D1 PERPENDICULAR TO WALL TOP OF PLATE 7 I Z O 10 FT 10 FT MAX. MAX. It P. L� Z = w w w0 BOTTOM PLATE w FIRE BLOCKS AT CEILING AND FLOOR LEVELS AND 10 FT. MAXIMUM INTERVALS ALONG LENGTH OF WAIL ALTERNATE W/PRESSURE BLOCK Qnnr -_ B.N. TYP. j USE 2x — BLOCKING UNDER SHEAR WALL SW25 AND SW26 CRIPPLE --\ DOUBLE TOP PLATE -\ 4x HEADER SEE PLAN 3-16d NAILS FOR ROUGH 2X TRIMMER (2-2X TRIMMER AT SILL OPENING WIDER THAN 6-d) l l / / 4-16d NAILS FOR 4X HEADER. [MMER STUDS -J / CRIPPLE STUDS cxY Jv�s rut% i e. I V SUPPORT HEADER WALL FRAMING F B.N. TYP. DIST 1-3 ALTERNATE W/PRESSURE BLOCK PERPENDICULAR TO WALL ( FOR PARTY WALL TO ROOF) 3 .d SIDE OF SPLICE L 16d @ 1 ' O.C. PROVIDE STUD BELOW SPLIDES -� MIN, PLATE SPL CE DETAIL 01 Em m SHEET: 6of7 I >ER.TIFICATE OF COMPLIANCE: RESIDE Page 1 CF-1R RESIDENTIAL g "Iject Title ADDITION TO Date..03/28/03 2_______ reject .... . . ___.._________ )reject Address........ 605 N. JENKINS ******* S.A►��TA ANA *v6.01* )OCU nentatio Author ... CACN 1�TrUYEAI * * * * * * * Building Permit # Plan Check / Date Field Check/ Date 71imate Zone........... 08 'lom licence Method MICROPAS6 v6.01 for 2001 Standards by Enereomp,�Inc.� _ MICROPAS6 v6.01 File-TUMY Wth-CTZ08S92 Program -FORM CF-1R User#-MP0820 User-D & N Associates Run` - ADDITIONTO-ADDITION HOME______ ______-____-..___. - __..__ ________________..M GENERAL INFORMATION _-.._-_.._________-__ Conditioned. Floor Area..... 1945 sf Building Type.............. Single Family Detached Construction Type ......... Addition Alone Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Slab On Grade Glazing Percentage......... 13.6 of floor area Average Glazing U-factor... 0.87 Btu/hr-sf-F Average Glazing SHGC....... 0.7 Average Ceiling Height..... 8=ft BUILDING SHELL INSULATION ------------ component Frame Cavity Sheathing Total Assembly Type R.-value R-value R-value U-factor Type -y____ ally Wood -R-13 R-0 R-13 0.088 SOUTH, WEST, NORTH EAST zoof, Wood R-19 R-0 R--19 0.051 Attics Floor Wood R-19 R-0 R-19 0.F2�0.0037 GARAGE outside 3 l abEdge None R �- 0 R- 0 FENESTRATION ____________ der_ Area U- interior Exterior hang/ Orientation (sf) Factor SHGC Shading _____.._ Shading'______ Fins_ _..,._-__-- _ -.- ______ _ _ window Front (S) 24.0 0.870 0.700 Standard Woven None None Window Left (W) 56.0 0.870 0.700 Standard Standard None Window Back (N) 48.0 0.870 0.7fl 0 Standard W°ven None window Right (E) 136.0 0.870 0.7fl0 Standard Woven CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R :ate,::.-zw......r......_...._...._......_____,.,_...._.,., ::,:.� Project Title.. ....... ADDITION TO TU MY'HOME Date..03/28/03 21:44:15 MICROPAS6 v6.01w�File-TUMY Wth-CTZ08S92 Program -FORM CF-1R User#-MP0820 User-D & N Associates Run -ADDITION TO Tt3'_MY' _HOME ______ SLAB SURFACES W Area Slab Type (sf) -__ Standard Slab 525 HVAC SYSTEMS ------------ Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location- R�value Leakage __D___^r�e___ Attic R-4.2 Yes No Setback Furnace 0.'780 AGUE n/a ACSplitRCA. 10.00 SEER Yes Attic R-4.2 Yes No Setback DUCT TESTING DETAILS �__! Duct Measured'Supply Leakage Target Duct Surface Area Equipment Type Y__ �_____ (% fan(f t2) -CFM/CFM25) _ ----------- ~Furnace � /ACSplitRCA. 6% / 81.7 n/a WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type_ System Factor(gal)R-value ��_ Storages+ -- Gas_ ..,. i" Standard _+r_-_- _l- r_y Y 0.58 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------- *** Items in this section should be documented on the plans, *** ** installed to manufacturer and CEC specifications, and *** m1 *** verified during plan check and field inspection. *** This building incb"ates non-standard Fenestration Shading. This building incorporates Tested DuctLeakage. "This builda.xz inco rates either Tested Refrigerant Charge and Airflow (RCA) or, a 'The static. gxpansion Valve (TXV) on the specified air conditioning s. tem(s) . a; a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R , 03 28 03 21.44.1.5 Date .. / / Project �Title .......... ADDITION TO TU MY HOME ' MICROPAS6 v6.01File-'I`tTNiYWth-C'TZ08S92 Program -FORM GF-1R User#-MP0820 User-D & N Associates __Run- _ ADDITIONTO____MY}_H_E_______ HERS REQUIRED VERIFICATION -------------------------- *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF-6R installation certificate. *** This building incorporates Tested Duct Leakage. Target CFM leakage values measured at 25 pascals are shown in DUCT TESTING DETAILS above or may be calculated as documented on the CF-6R. If the measured CFM is above the target, then corrective action must be taken to reduce the duct leakage and then must be retested. Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, then HERS verification is not necessary for Tested Duct Leakage. This building incorporates either Tested Refrigerant Charge and Airflow (RCA) or a Thermostatic Expansion Valve (TXV) on the specified air conditioning system (s) . If a coaling system is not installed, then HERS verif .cat can is not necessary for the RCA or TXV. REMARKS 3 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF-1R _f_ _Dc`1lte. ,fl3/2$/fl3 21.44.15 ?ro ect Title .......... ADDITION TO TU HOME MICROPAS6 v6.01 File- Y Wth-CTZ08S92 Program -FORM CF-1R User#-MP0820 User-D & N Associates Run -ADDITION TO TU MY' ROME _______________________________________.._______..__..__________________________ COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title-241 Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. 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 Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... TU HUU MY Name.... CACH NGUYEN Conan. Y Company . Address. Addre s s , .. ` � ' . SANTA ANA V/ Phone... 71.4 2659878 Phone... '-T � � License. Signed. . (date) (date) ENFORCEMENT AGENCY Name.... Title.. . Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF-1R /28 03 21 44.15 ..._......__,-�::�.-... �� ' HOME Date . 03 / ' ADDITION TO TU MY . ?roject Title.......... _____________....__..--„_ ?roj ect Address . , . , .. . 605 N. J INS ******* S�?►NTA ANA *v6.01 ******* Building Permit # )ocumentation Author... CACH NG UYENPlan Check / Date Field Check/ Date - ,".limate Zone........... 08 uno"'p1 1. an4r G Method MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. • • . • • File-TUmy Wth-CTZ08S92 Program -FORM MF-iR MICROPAS6 v6.01 User#-MP0820 User-D & N Associates Run -ADDITION___ _TO-TU-MY' H'----___.. ________________________________.._____--__-_--__ - ___ --- • Lowrise residential buildings subject to the Standards must contain these neasures regardless of the compliance approach used. t Items makewith i h an asterisk (*) . y,be superseded by more stringent compliance requirements n the Certificate of Compliance. When this checklist is incorporated into the � all artier as permit documents, the features noted shall be considered by parties whether ninimum component performance specifications for the mandatory they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150 (a) : Minimum R-19 ceiling insulation. -�--�- 150 (b) : Loose fill insulation manufacturer's labeled R-Value----- *150(c): Minimum R-13 wall insulation in woad framed walls or equivalent U-factor in metal frame walls (does not apply to exterior mass walls). *150 (d) : Minimum R-13 raised floor insulation in framed floors. ---.--- 150(1): Slab edge insulation - water absorption rate no greater than 0.3t, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. ~-- 116-17: Fenestration Products, Exterior Doors d Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U-factor, certified Solar Heat Gain Coefficient (SHGC) and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 __.. only. 150(f): Special.infiltration barrier installed to comply with Sec . 151 meets Commission quality standards. �-~---�- 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory- built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF-1R � ADDITION TO TU MY HO ME Date..03/28/03 21:44:15 Project Title .. , ....... 92 Pro MICROPAS6 v6.01 File- Y Wth-CTZ08S ram -FORM MF-1R 3 User#-MP0820 User-D & N Associates Run -ADDITION wTO�TU-MY'- HOME ------- ____--b.^outside air intake with damper and control c. Flue damper" and control 2. No continuous burning gas pilots allowed. -------------- 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 Wank insulation 1. Storage gas water heaters rated with an Energy Factor less than. 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 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. 5. Coaling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect X hot water tank. *150 (m) : Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CmC sectoos 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 back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated da ers . 114; Pool and Spa Heating Systems and Equipment 1. System is certified with 78 thermal efficiency, on -off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 7.. MF_1R Project Title........... ADDITION TO TU�MY'HOME Date..03/28/03 21:44:15 MICROPAS6 v6.01 F ile-TUMY Wth-CTZ08S92 Program -FORM MF-1R User#-MP0820 User--D & N Associates Run -ADDITION TO TU MY' HOME try_-- - ___-_____,__________________..______-______-_____ resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b Cover 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 ment 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 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. - X_ SHEAR WALL SCHEDULE PER �.do 3 eC 8 IEscp pTION LOAD SILL NAILING FDN ANCH FIAGE 15riT THRrK WALL SHE A1 HIN 1 26n 16d AT 5` C�+C • 14$ KY 2�t` � WITH 80 NAILS AT 6' 01C AT E t7GES. PLF 15J32" WI WALL EA 414C , EXP 1 380 16d AT 15" &V s A 18' WITH ad NAlLS AT r CwC AT tDGP-S. PLF F 4 $ 15/ TN V1t u giocl l NG. Ate# 16d A *-AT �" WITH Sd NAILS AT 7 01CAT-EoGES. _PLF 2 ROWS IGO AT 3 _VC AS A'T'�E�►'"' nl- OIC STAGGER '"' 165E iR WALE. S iEI� tiNG.. E)tP ROWS 1 A s A TZ" f wr�H sd AT r C3lC AT EDGES. PtF a+c STA►c+ 3+�r a A8 AT lir f 00co +� TN K WAt i. HEA ING 8TQ fIr?W5 t6d A 3t�t' M M W 7 STRUCT. 1. EXP 1 WITH 10d NAILS AT PLF CNC STAGGERED 3W * Ab AT 2" O C AT EDGES. Ox SILL, PLATES C1C` w i.a REOUIREt7D) 10 V K. STUM0 W! RXI-LAND ISO 164 AT 5W to AAY W ofc CEMENT �PLASTER VW 1.A1r VER SQ. Pt,f YD. 1TG .GAM WINE LATH AND 98 GA STAPLES 4VW?tQ" LEGS) AT Ir W'C NOTES: m T A A 1,) • iWtCATES SILL. PLATE NAILING OR AN04OR BOLTING FOR TWO :SIDE. APPLICATION. 22.) REFER TO SMEAR WALL.. NOTES ON PLANS FOR ADDITIONAL INFORMATION. a) cONSTRUCrION OF PLYWOOD SHEAR WALLS TO BE WITH COMWN NAILS ONLY. 4•) HOLDOVVN BOLT HOLES AT EACH ENO OF THE PLYWOOD SHEAR WALL $HALL HAVE A TOLERANCE OF NO MORE THAT I1W (INSPECTION RE E) . HOLDOYMS, SHALL SE TIGMTE NE 0 JUST PRIM TO COVERING THE SHEAR WALL. ALL POSTS WITH HOLDOWNS OR LIPUFT STRAPS SHAlIHAV'E C EDGE NAIL S) ALL AN04C A BOLTS SMALL BE ATTACHED TO THE SCLL PLATE WITH 7%7* c31IV soUARE STEEL. WASHER PLATES. 6) 41 ME SERTO BE PRCrtIC?ED UNDER THE FLOOR SHEATHING Tfl RECEIVP. SILL MY STORIES. AVWIAL0 ArTWO HO�JSEAV In ADDITION 11L i uu 'I q ADDRESS. N.605 JENKINS ST SANTA ANA CA. 92703 � i EXIST'G ROOF � i no cync-� EXIS7"G ROOF i it Pil 0 SCALE: 1 /4 mrs-Im m SIMP, ST22 @ 48" O.C,- 1/2 0tAb OR CDX PLWD STRUCT, 11 P-1, 24/0 2x6 RAFTER 1/2`,0`7--PLYWD ROOF SHEATH'G MIN. CLASS "B" of BN 12 5/8 x6" TH — BOARD 4 5-16d EA. END. EN 2A DBL TOP PLATES 2xFASCIA — 2x4 STUDS 0 161, O.C. EXT. STUCCO TYP, pfm DRAWN: /J CHECKED: DATE: Ilk SHEET. - of