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HomeMy WebLinkAbout10151379.pdf�1�/ry4f FROF'FRT`*' L I NE t . I EXISTINO j a' 2—GAR o 0 z v I 0 ty ATTIC VENTILATION: ATTIC AREA = 441a S.F. 4Qa / 150 - 5.52 S.F. REGiUIRED (1) 14"X50" LOUVER VENT5 = 1.50 5.F. (2) 24"XI2" DORMER VENTS = I.a6 S.F. TOTAL. = 5.56 S.F. PROVIDED I i 1 24"XI2" G.S. I DORMER PENT 12" I TYP I D I '� PITCH PITCH I 1 .__..A._._....___— 1 I 1 I I 1 1 1 i GALIFORNI 1 FRAMING I ' I I_ --------------------- NOTE: ALL PLUMBING NAL.L5 ARE TO BE FRAM WITH A MINIMUM OF 6" 5TUD5. F-1 1/� I N17)0�A4 5CHE["�ULE 5'm. SIZE TYFE 1 2 "-0 "" X 2'-0 i' ALUMN. SL I D. 2 4'-01" X 1 `-6 "' ALUMN. 5L I D. OBSG. OL5. 5 4'-0" X 4'-0" ALUMN. SLID, 4 6 "-0 i" X 4'-0" ALUMN. SLID. 5 5"-011 X 4"-0"' ALUMN. SL I D. NOTE: ALL NINDO1N5 TO BE DUAL OLAZED. 0 DOOR 5(HED UL-E SYM. 51 ZF TYF' A 2'-8" X 6 "-a" X 15/&" HOLLON GORE B THE OOVEP.NING CODES POP, TH15 PROJECT ARE THE 2001 CALIFORNIA 5UILDIN6 ELECTRICAL (CEC), ENERGY (T24-6), MECHANICAL (CMG), AND PLUM5IN6 (CPO) CODES V41 TH LOCAL AMENDMENTS. TABULATION': EX15T. HOUSE = C165 5.F. PROF. ADDITION - 44ia S.F. TOTAL = 1,465 5.F. 1 EX15T OARAOt = 566 S.F. .TAGfi711 LCi`'O 4 ti� � .. � •. I r i �; 4. AMOIM2�� 5C,ALE 1/4""-1'-0"' FLOOR AREA:49 LEO END : EXI5TINO ELEGTRI GAL LEO END 6 ELECTRICAL RECEPTACLE -7.F,I, GROUND FAULT RECEPTACLE SWITCHES `_ FLUORESCENT FIXTURE 40 LUM - - LJOHTIN6 FIXTURES -- RECCE55ED LIGHTING HARDWIRED 5MOKE DETECTOR swx Y PLANNMNICY FUN Sk) JE f To °MNIDITICYNS BELOW. Woo N c.-N rvv 1Pks+0M,_n, jq_e.D 0 ' 2005 City of Santa Ana REVISIONS m Plans drawn by: G G . 10X P TI RESIDENTC GUILLERMO PALAFOX 8050 E. Florence Ave. j suite #27 1 Downey, CA. 90240 phone: (562) 928--5467 pager: (562) 409-3116 " GENERAL NOTES i. VERIFY MEASUREMENTS WITH CORRESPONDING COSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND j NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION. THE CONTRACTOR MUST COORDINATE DATUM -BASED ARCHITECTURAL ELEVATIONS SHOWN WITH SITE -SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. 13. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY I NOTED OTHERWISE. Project: PROPOSED 1-STORY ADDITION 490 S.F. Sheet Title: PLOT PLAN ROOF PLAN FLOOR PLAN Project for: RAMON FRIAS Project: Address: i 1021 S. DIAMOND SANTA ANA, CA APN # 407-071-19 i I Checked ,,Job no. Drawn D.Q. /robertO Date 10/17/05 SHEET: Em fl. SHEETS 24"XI2" 0.5. DORMER VENT I 2'" TYP OBSG. I I P - I 6L A 55 I - �-�, I" STUCCO ---•- E --- I" STUCCO--► I 0 I TYPICAL TYPICAL I -------(EX15TO.) HOU5E EID I --- E. STUCCO -_.-_. --- - E. STUCCO ---- { 't _ ---LINE _-----._._ ._...-------L--- .._ _ -------_,..-- _,_.._.._._..__,.------------ _ -- _ __ _ __ _ _ --_ - __I_ __ _ _------_ _ _ FL. LINE NZ I 14"Xb" SCREEN L26 (5A. 6ALV. 5TL. 26 CA, GALV. STL. 14"X6" SCREEN FOUND. VENTS. TYPICAL WEEP SCREED TYP. WEEP 50REED TYP. FOUND. VENTS. TYPICAL 90"UTH ELEVATION NORTH ELEVATION 50ALE 1/411=1'_O", 50ALE I/411 N 1 I_oil 14"X30" 6.5. LOUVER VENT ----- SEX I STO .) R.001=---- -=- E. 5TUCCO ---- OB nit 6LAS5 it TYP. Q o -d3 ____ I " STUCCO --�- (F=XI`,..' T0.) < TYPICAL HOU15E -----_.------- -- -- - - - - - - - -It - fro 0 No ,A ---- 14"Xb" SCREEN 26 6A, GALV. 5TL. FOUND. VENTS. TYPICAL WEEP 5/,REED TYP. WEST ELEVATION SCALE I/4y�=1 �_O�� NOTE: PROVIDE 44" MAX. 51LL NOT. A80VE FIN15H FLOOR. FOR EMEROENOY EXIT ON ALL BEDROOM NINDO1N5. ATTIC VENTILATION: ATTIC, AREA = 4q5 5.F. 418 / I50 = 3.32 S.F, REQUIRED (1) 14"X30" LOUVER VENTS = 1.50 S.F. (2) 24"XI2" DORMER VENTS = 1.86 S.F. TOTAL = 3.36 S.F. PROVIDED ROOF I NO: GLASS "A" OR "B" GOMPO- 51TION 5HIN6LE5 OVER 2-LAYER # 15 FELT USE 6ALV. ROOF I NO NAI L5 (FIRE RETARDANT) 2" X 6" ROOF RAFT. a 161 O.G. RADIANT 6-Ibd/LAP BARRIER A550 52" O/C # 2 41 2" X 8"' RID6E BRD RADIANT BARRIER 2" X 10" CL6. JSTS. a I6" 0/C 1/2" CDX PLYWOOD SHT6. W/ 8d a 6",12" O.C. 2" X b" ROOF RAFT. • 16" O.C. (P.I. 52/10) 2" X a" FASCIA WI 2-I6d PER RAFT. R-30 INSULATION DBL. 2" X 4" PLATES Q- ---- 2" X 4" STUDS • *" O.C. FZ-15 INSULATION CAM I L_`r' R00O -1 5/6" T 8 6 PLYWOOD 5HT6. H/ IOd • 9>",10" O.G. 26 6A. 6ALV. 5TL. (P.I. 24/0) WEEP SCREED T`PP. 2" X 6" FLR..15T5. • 16" O.G. AT STUCCO" FLANGE R-19 INSULATION --� N 2" X 6" P.T. 51LL PLATE H/ 5/8" DIA. X 10" A. BOLTS • 6'-0" , -1" MIN. EMBED, 2" 4" X 6" 61RDER 4" X 6" 6IRDER r� d1 CROSS SECTION „xvv 50ALE 3/8" =1'-O"' r r r -6 .A. T -#4 T4 B 12" �z d VISIONS Flans drawn by: GUILLERMO PALAFOX 8050 E. Florence Ave. suite #27 Downey, CA. 90240 phone: (562) 928-5467 pager: (562) 409-3116 GENERAL NOTES 1. VERIFY MEASUREMENTS WITH CORRESPONDING COSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION. THE CONTRACTOR MUST COORDINATE DATUM -BASED ARCHITECTURAL ELEVATIONS SHOWN WITH SITE -SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. 3. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. Project: PROPOSED -STORYADDITION Sheet Title: ELEVATIONS SECTION Project for: Project: Address: 1021 S. DIAMOND SANTA ANA, CA Checked Job no. Drawn D.Q. /robertO It Date 10/ 17/05 m 2 0 SHEETS Ak. I � i W/ 1/2" AIR SPACE 5" MIN. BEARING TYP. FOUNDATION PLAN SCALE • 11 6� 0 F? NEN 12" X12"DEEP CONT, FTC. W/ I -#4 TOP $ BOTT. T"rF. 1� 5/5" D I A. X 1 O" A. SOL75 @ �l '-C:�" 01C , 12 FROM C:ORNER.5 $ END5 (7 MIN. EMBED.) N1 2.5"X2.5"XI/4" 5TL. PLATE NA5HER5 FL.R, 5HEATIN : U5E 5/8" T 4 G PLYWOOD LAY PLYW. FACE C RAI N PERPEN- RIGUALR TO FRAMING AND NAIL W/ IOd 0 6'1JO" 0/0 ROOF 5H AT I NO: 1/2" GDX EXT. GRADE PL(ND. W/ EXT. GRADE GLUE LAY PLYWD. FACE GRAIN PER- PENDICULAR TO FRAMING AND NAIL W/ 8d 0 64,12" O/C NOTES: NOTCHING OF RAFTERS OR J015T COMPLY KITH THE FOLLOAINe: 1. MAXIMUM DEPTH OF NOTCHING AT THE END5 OF THE MENSER SHALL NOT EXCEED ONE-FOURTH THE DEPTH OF THE MENSER. 2. NOTCHES IN THE TOP OR BOTTOM OF THE MENSER SHALL NOT EXCEED ONE-51XTH OF THE DEPTH, AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN, [CSC 2520.8.5 4 CBC 2320.12.41 "PROVIDE 15 X 24 INCH UNDERFLOOR ACCESS OPENING TO FOUNDATION SPACE, UNOBSTRUCTED BY PIPES, DUCTS /Yp4 AND 51 M I LAR CONSTRUCTION. NO '4 UNDERFLOR CLEAN OUT SHALL BE LOCATED MORE THAN 20' FROM ' L=5 AN ACCESS DOOR, TRAPDOOR, OR CRAEL HOLE [CSC 2506.5 AND CPG707.101" M5731 STRAP 0 T 4 5 PLATE5 "HOLDOWNS HD2A TO BE PLfiQC•ED AT ENDS OF NEW SHEAR k4ALL511 SPEC IF I CAT ION 5: CONCRETE STANDARD GRADE f'c = 2500 psi CONCRETE BLOCK GRADE N PER A5TM 0-410 (NO SPECIAL INSPECTION UNO) MORTAR TYPE 5 1:1/2:4 CEMENT TO LIME TO SAND GROUT 1:5.2 CEMENT TO SAND TO PEA GRAVEL f'c = 2000 psi REINFORCING STEEL PER ASTM A-615 5TRUCTURAL STEEL 5HAPE5 PER A5TM A-36 COLUMNS PER A5TM A-55 GRADE 5 BOLTS PER A5TM A-501 WELDING ALL FIELD WELDING BY CERTIFIED WELDERS E-10 XX ELECTRODES LUMBER DOUGLA5 FIR GRADING PER WOL I B RULE # 16 51ZE5 PER PS 20-170 J015T, PLANKS, GRADE #2 OR SETTER P05T 4 BEAMS GRADE #1 OR BETTER PER P51-95 WITH EXTERIOR TYPE GLUE. ROOF DIAPHRAGM 1/21' GDX wad a 6:8 (P.1 52/10) FLOOR DIAPHRAGM 5/8 , GDX W/IOd a 4:6:10 (P.1 24/0) L=4' 1N 1 1 1 5D I 1 1-15T3'7 STRAP 0 T 4 5 PLATE5 - -- 1 i 1 GAL.11=4R1�1 I 1 F RAM I NCB IDOI 1 I-------------------- i 1 I ' I ____.____—._—__—._..____ 0 iv, I I I a 'k .. ,� 5HI=AR NAL.L. 50H r. )UL. . PLY'ViC Or;) OR ORIENTED 5TRAND E30ARD 5YM. MATERIAL PANEL NAILING PLATE NAILING FRAMING ANCHORS ANCHOR BOLTS EDGE FIELD PLATE A 1/2" 5TR. I ad a 6" ad a 12" 16d a 8" 0/0 A55 a 24" O/C 5/8" MIA. a 6' VISIONS I BY Plans drawn by: rrG G P. PDX RESIDENTM, COMMERCIAL ' GUILLERMO PALAFOX 8050 E. Florence Ave. suite #27 Downey, CA. 90240 phone: (562) 928--5467 pager: (562) 409--3116 GENERAL NOTES 1. VERIFY MEASUREMENTS WITH CORRESPONDING COSTRUCTED OR EXISTING CONDITIONS PRIOR TO I PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY i OF SIGNIFICANT DISCREPANCIES. 2. FINISH ELEVATIONS REFERENCED ON I ARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION. THE CONTRACTOR MUST COORDINATE DATUM -BASED ARCHITECTURAL ELEVATIONS SHOWN WITH SITE -SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. 3. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. Project: PROPOSED 1-STORY ADDITION Sheet Title: I FOUNDATION PLAN FRAMING PLAN Project for: Project: Address: 1021 S. DIAMOND SANTA ANA, CA Checked Job no. Drawn D.Q. /robertO i Date 10 f 17/05 SHEET: O OF SHEETS REVISIONS j BY 2 "X . R I DC E 5RD. " DX PLYWD. VDU /2 G 8d ®b ", 12 " O/C, C?VFR RADIANT 5ARR I ER 1/2"" GDX PLYV�D, t�/ Sd c b" 12" C)/G OVER 1 RADIANT 5ARR1 ER '116" MIN. 5TU440 OR SEE ELEVATION � 2"X4" STUDS ® 1611 O/C �� -r/6 MIN. STUCCO 11 2 X4 STUDS a Ib O/G i 1 1/2" CDX PLYV4D, W 2X R.R. a I b" 2X R.R. ® Ib" FOR EXT. FINISH OR SEE ELEVATION „ „ 8d 6 b ,12 O/C OVER 516" T46 PLYWOOD SHT6. w 6d m b",101, 0/G FOR EXT. FIN15H 5I61' T46 PLYWOOD SHT6, H/ 6d 0 611,101, OIG 51MPSC�N 5T-2115 2X R.R. a Ib" 6-1 bd PER LAP 26 6A. 6ALV. STL. 2t1 x F.J. ® 161, 0/0 26 6A. GALV. STL, 211 x F.J. 0 161, O/c, 1�1% IO-lbd HEEP 5G - WEEP SCREED TYP. A55 a 24" O/G cs �F-all* ' C7/ 2"X FASCIA A55 2 O/G RADIANT N1 2-1bd PER ! BARRIER e ROOF RAFT. 2X4 BRACES 0) A550 16" OIG e e r /8" MIN. STUGGC> ®48 "-O/G � U OL " X 6" P.T. SILL PLATE ..�-- WI 5/6" m X !O" _0 � 2" X b" P.T. SILL PLATE i I OR SEE ELEVATION ;` O A. BOLTS a 6'-0" o1G 4'-0" IN 5HEARWALE TYP. ` C R BBOLTS 6 6'-0" O/C © 4'+0" IN 5HEARV ALL TYP. 2 X G.J. (� lb'" O/G FOR EXT. FINISH ---- _ ('7" MIN. EMBEDMENT) HI _ Cl MIN. EMBEDMENT) Wl + P1anS drawn by. "X4" 2.50x2.5"XI/41, HASHERS 2"X2"X511611 Hfir5HER5 DSL. 2 PLATES 2"X FASCIA rrG%P.C1}X 2- I bd PER 2 "X4" STUDS a 1 b" O/G = b" Zi , tK 8 ROOF RAFT. D5L. 2 "X4" PLATES -"' cv --- N 2-166 T.N. EA. E EA. JO15T " 2 "'X4" STUDS � Ib" C7/G _ --- --�- � RESIDENTIAL, COMMERC 2X R.R, @ I(b 'T/P MIN. STUCCO OR SEE ELE GUILLERMO PALAFOX FOR EXT. FIN15H 1-#4 TOP$ BOTT, I-#4 TOPS BC)TT. 8050 E. Florence Ave. I 2„ 12" suite # 40 Rowney, CA. 90240 hone: 562 928-5467 P { ) pager: (562) 409--3116 5/8" T 4 C PL*,rNOOD 5HTC , POST SEE FRAAMING 8d a b",10 a/G STUD SEE FRAMING P05T SEE FRAMING GENERAL NOTES 2' '� STUDS a 1b"" 0/0 2" X F.J. c� lb" C>/G STUD SEE FRAMING 2" X F.J. @ Ib" a/c 1. VERIFY MEASUREMENTS WITH #4 M`.." T27 DRILLED HOLE TO BE II32-III6 CORRESPONDING GOSTRUCTED OR EXISTING CONDITIONS PRIOR TO LARGER THAN BOLT DIAM. PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY A55 EA, F.J. WASHERS REQUIRED DRILLED HOLE TO SE 1/52-1/16 OF SIGNIFICANT DISCREPANCIES. LARGER THAN BOLT DIAM. SIMPSON HOLDOHN WASHERS REQUIRED 2. FINISH ELEVATIONS REFERENCED ON 4 X b GIRDER 5IMP. 5044 Ct SIMPSON HOEDOWN ARCHITECTURAL ABOVE THARE DATUM ELEVATIONS ABOVE THE FINISH FLOOR io 4"" X 4" POST P,T, . EXI5TG. FLR. .15T5.cctc SIMPSON 55TB ANCHOR 25165 ELEVATION. THE CONTRACTOR MUST COORDINATE DATUM -BASED ARCHITECTURAL ELEVATIONS SHOWN WITH 241� + SIMPSON ET22 L.A.R.R SITE -SPECIFIC ELEVATIONS SHOWN ON #4. NEt�! 4Xb THREADED PT SILL a BOLTING SCHEDULE PROVIDE CONTINUOUS INSPECTION BY A DEPUTY RE6I5TIREP INSPECTOR i CIVIL DRAWINGS. OD %i/ SIMP, EPDXY °a ' GIRDER 1.G.B,C?, # 4660 a e •4 . FOR HD2A-: 557B20 a' ° 4 HDSA-: 55TB24 a a :a BOLT PER HP ! 3: WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY a HD6A-: 55T526 HD1OA-:55T826 Q .--' --"": MANUF. SCHEDULE 2-1/2" EDGE DISTANCE NOTED OTHERWISE. A a Q c c S1MP. P54 N I.G.B4O. #HER-445 a "a EX15TC. FTC. a Project: # 4 REBAR EMSEDtaE �i" INTO 5/411 (P X IO" .a � . a. a• • `LONG HOLE FILLED I^I/ PROPOSED EPDXY (51MP50N GLUE) 5EE PLAN TYF.H0L.D0V4N C 1050 ER-52-7a SPECIAL 11�15F'EGTIQN .REGtGtRED 1 TYF, HOL.DONN @ N .. fOOTIN XiJT��i C� T 1-STORY ADDITION A35 t� 24" OlG POST SEE FRAMING MAX. �t 2 X GONT, FLAT 5TUD SEE FRAMIN6 I/2" GDX . PLYWD. WI NI 2-Ibd PER R.R. (E) 1/2" GDX PLYAD. ICl/ 8d a b" 12" O/G OVER BEAM 5EE PLAN I� -" 8d � b C?IG OVER Sheet Title: "� (E)2 X R. RAFT. T. — ,12 2X R.R. I(0 SIMPSON HOLDOHN (E) ROOF a Ib" O/G 5M. SEE PLAN DRILLED HOLE TO BE II52-1/16 LARGER THAN BOLT DIAM, HASHER5 REQUIRED 51MP. EG044 2"X " G. JST5 a " O.G. Ct SIMPSON EXTENTION DETAILS P05T GAP x SOLE PLATE , SIMPSON EPDXY I.C.5.0. # ER-52-1 „ „ 2 X4 CRIPPLESI. O + + + a 16 r' O/C . 1 ••- O + + � I + � � — _ + + T . - e BOLT PER HD ,,...- MANl1F. SCHEDULE 2-1/2" ED6E DISTANCEProject for: _,tom I + + + 4"X POST (E) 2"X " G. J5T5 C� " O.G. 51MP. U-HANGER5 a 1/2 MIN. GONG.EMB DMENT i B.N. ,— " O.G. 2:'"X . GL5.:.6T5, (E) 2 "X GLC . J5T5. I b O/G * . I b a/c ProT'eSS. PLYND. 5HEAR---- l\—(E) DBE. 2"X4" PLATE d} #4 REBARS *12" OIG EA. HAY Add PANEL INHERE I, t4GCURS t� 2"X411 5TUD5 a lb`" C7/G sz.. _ _° _ -7- 1021 S. DIAMOND BEE PLAN 1 SANTA ANA, GA Checked Job no. Drawn D.Q. /i•,., <.,ertO Date 10/ ` 7 f 05 SHEET; OF SH77ETS 1. REVISIONS BY CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Pa c I of 3) CF-IR i _ 5TORY ADDITION 5/4/05 Project Title 1021 5. DIAMOND 5ANTA ANA, CA. Project Address 5.P, FOX DRAFTINS (5(22) ct25-546'1 Documentation Author Telephone PACKASE "Di' 8 Compliance Method (Package or Computer) Climate Zone GENERAL INFORMATION Total Conditioned Floor Area 498 ft' Average Ceiling llright:__ 8_. ft Conditioned Slab Floor Area N/A fit' Building Type: ----,Single Family _ x--_ Addition (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: E North / South / East / West / Ali Orientations (input front orientation in degrees from 'rt .c North and circle one) Number of Stories I Number of Dwciling Units: t Floor Construction Type: Slab/Raised Floor (circle one or both) RIANT BARRIER (reouired in climate zones 2, 4j.15) Required for this submittal Vyes _no L121N!Q.ELIVELOPE INSULATION Component Type Frame Type wd = wood stl - steel Cavity Insulation R-Value Sheathing Insulation R-Value Total R-. Value' Assembly t;-Factor' Location/Comments (attic, garage, typical, etc.) Wall 6Q D 1234 R-13 XT. WALLS Wall Roof P 2b. 1 R-54 XT. F Roof Floor WO D 26, 2 1.1 R-19 ER E-6205 Floor Slab Edge ror y -yllfuc IWO Alwillizly U-17utur drr II&A IVUUIL 1 11 a • r insulattiop Mguircinents fry[ the Prescriptive Package. FENESTRATION Shading- Devices Fenestration #1T e.Pos, Orien- tation Area ft) Fenestration U-Factor Fenestration SHGC Exterior Shading An. Overhangs/ Fins Front E 0 .40 0.35 $GREEN NONE Front Left S b .40 3V6 SCREEN NONE Left Rear W 2es ,40 0.35 nee REEN NONE Rear Right N 16 .40 0.35 5U& 5GREEN NONE Right Skylight Skylight Compliance Fortes August 2001 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Wage I oft) MF-IR Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. tVhen this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures %whether thus are stnr%%n elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N,`A if not applicable. DESCRIPTION DI:SIGNER ENFORCEMENT Building .Envelope measures: • ¢ 150(a) Minimum R-19 ceiling insulation. Q-3Q t 150(b): Loose fill insulation manufacturer's labeled R-Value _ • ¢ 150(c): hitmumum R-13 µall Insulation in wood framed walls or cquisalent U-Factor in metal franc µall% fgzs not apph to cvtcr: ,r Mass w al • ¢ 1500). ltimmum R-13 rta,cl fiver insulation in framed floors N/A R„Q t Mkl) : Stab edge m5tJAuon - water absorption rate no greater than 0 3%. water vapor transmission rate no Hater than 2 0 Nr.n inch ¢ 118: Insulation %pcctticl tit installed meets insulation quality standards Indicate type and fort. BATH- I N5, t f fib-17; Fcncsttation i nhtu,ts, F.stcnor Doors, and Infihration,E01trationControls MANE)I VE 1. lour% and %iriJoµ k bciµ ern conditioned and unconditioned spaces designed to limit air leakage 2. Fenestration products texccpt field -fabricated) have label with certified U-Factor, cenified Solar Heat N/A Gain Cootlicicnt (SHUC ), and intiltrution certification. 3. Exterior doors and wutsows wcathcrstripped: alijoints acid penetrations caulked and sealed. If i SU(g) Vapor harriers niandaton In Climate Zones 14 and l o only N/A ¢ 1 SOtf). Special mfituation thanicr installed to comply with g 151 meets Commission .,tiality standards N/A ¢ 130(e) Installation of 1, :a;cs, Decorative Gas Appliances and Gas Logs, 1. MiLsonn and f000n •r,,:,i fireplaces have: a Closeable mciai tit }I.,,s 11%><,r N/A b. Outside arc mtai.c %s rt't Damper and control c. Flue damper anJ;on"ol 2. No cuminuous t,unimi N.ss prior lights altowcJ Space Conditioning, Water Heating and Plumbing System Measures: ¢ l 10. 113. IIVAC cquipincnt, water heaters, sho%erheads art,: faucets certified by the Commission. APPL i `5 ¢ I50(h): Heating and or coh>iing loads calculated in accordance with ASHRAE, SMAC', , OR ACCA ¢ 1500): Setback thermostat on all applicable heating and/or cooling s) stems. ¢ 15o(j): Pipe and tank tnsuiauon 1. Storage gas water heater, rated %ith an Encrgy Factor less than o 58 must be externalh 'Aruppcd µtin insulation ha%mi; xi in>iallcJ thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater i 3. Back-up tanks for solar sy stem, unfired storage tanks, or other indirect hot water tanks has e R-I 2 APPL l 1=5 external insulation %)r 8 - I o combined inlet nal ckierntrl imulation. 4. All buried or exposes] piping 'insulated in rc; ir; elating sections of hot water systems 5, Cooling system piping below 551 insulate] 6. Piping insulated bet+keen, hcatini source w,,i ,rducct hot µatertank. CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF-IR I - 5TORY ADDITION F.�/4105 Project Title Date II VAC SYSTEMS \,itc input by runic or combined hydronic data under Water ]leaning Systems, except Design licuting load. Distribution fieating Equipment Minimum Type and Duct or Heat Pump I ) pc , t rnace, hru Efficiency Location Piping Thermostat Configuration i•.rr. ,. etc i AFUE or HS)'F duce, attic etc. R-Value T : hl or ka c WALL FURNACE 50 % WALL. R/O 5ET-BACK PAGKASE Heat Pump Cooling Equipment Minimum Duct T) pc ta�I conditioner, Efficiency Location Duct Thermostat Configuration tica: wr c% cook SEER I janic,etc R-Value T slit or riwkRLO N/A N/A SEALF111 DUCTS and TXVs (or Alternative Measures) 0 Sealed Ducts (all climate cones) .:.,:a,ict towing and certification and HERS rater field verification required) C) 1 s, rcadil) accessible (climate zones 2 and 8-IS only) ..:+, tc sting and centfication and HERS Rater or field verification required) 0 RctrigcrantCharge/Air Flow (climate zones 2and 8.15only) v a, +, tc win$ and ceniftcation and HERS Rater or field verification required) OR 0 Alicrnmivc to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone): t hin.sic /one Window SHGC Window U-Factor SEER Heating 0.40 'i5 N/A SO % i. WATER HEATING SYSTEMS tncr,gs' External Rated, Tank Factor or Tank 'iVatcr heater Distribution Number Input (kW Capacity Recover) Standbys Insulation I s PC Type in S stem orBtutty) (stallonsl Etl3cicncv Loss % R-Value 5Ip 1 1,4 ,ii,AjI gas skxa,)e watch heaters (rated inputs of less than or equal to 7$,000 Btttlhr), electric tesiswrnrwc, arQ heat pump w atct heasen, Ilst t ncrg) ) „r targir W morale %Ater heaters (rated input of greater than 75,000 Btu/hr), list Rated Input. Rc,okvn arxt Stanlb) Loss ) ,r w iantanc%w% gas water heaters, list rated input and recovery efficiencies. SPECIAL FEATURES (add extra sheets if neeesSM), Package C and I): TeVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 9.13 of the 2001 Residential Manual), Package C: thermal mass (thermal mass type, covering, thickness and dcsi:riptiun). IRA121ANI EBARRLEF3 IS SEWF,= Compliance Fortes August 2001 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF-iR Note t ow nw residential buildings subject to the Standards must contain these measures regardless of the coinplian.c apptoach used- Itcins m,uked %ith an asterisk (•) may be superseded by more stringent compliance requirements listed sit die Certificate of C•omplmusce When "checklist is incorporated into the permit documents, the features noted shall he considered by all parties as" mimmuurt cof%ment performance specifications for the mandatory measures whether they arc shown clw A here tit the documerts or ,it this checklist only. instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. 1)1:SCR 1111ION l)I:SI(;N1:lt ENFORCEMENT sipocir t unditionisg, N'ater Heating and Plumbing System Measures: (continued) • ) t % • • . :... •, acid } arw t . .. • ., ,: picnurns installed, ,eAled and insulated to meet the requirement of the 1998 CSIC 4c;m:,ns NA, s:. 1,uirWd t,-3, Ju; t, insulated to a minimum installed level of R-4.2 or enclosed cniac:, .n • ,."c Openings shall Ni sealed with mastic, tape, aerosol sealant, or other duct-clo,,r% ,, ,t; r+s applrcdbtc requirements of UL 181, UL 181A, or UL 1818. ifmastic or tape is uws ;,, ,ea: ,:::atct than 14 inch, the combination of mastic and either mesh or tape shall be uscl lt.:..t,ry; APPL I E5 ' ,,i-, not he used for comcy'ing conditioned air. Joints and seams of duct systems arcs roots contps.r.cm, .hall not be scaled w ith cloth back rubber adhesive duct tapes unless such tape is 6w i in cuinhtn.ation with mastic and draw#sands. 2 ltuilJtty , a, iucs, suppon platforms for air handlers, and plenums defined or constructeJ %tin m.uv,.a1k other u, or. :alcd sheet metal, duet board or flexible duct shall not be used for come) Ind curs3,n.•, cl au fit t.,:,:.as tmea and support platforms may contain ducts. Ducts installed in cactucs Ara i,i.,u,•t ., ,n.,ll Mir he compressed to cause reductions in the cross -sectional area of the Ju;i, 3 7,w, i. , xn% of Juct systemtos and their compnents shall not be sealed with cloth i. cur t%i :... t tapes unless such rape is used in combination with mastic and draw tuns, 4 t ,:.,..• t., .., stern% ha%c tuck draft or automatic dampers. . itin j .% stems son ing conditioned space have either automatic or rcadih A,%:.- a) to%ulauon Insulation shall be protected from damage, including that due to stir:., ^, .,, rncnt maintenance. and wind but not limited to the 116116wing: insulation e%p%,., s 1" v %urtjNc for outdoor service e.g., protected by aluminum, sheet mcuol. pu,nu.t ,.. • „ cr Cellular tisane insulation shut] be- protected as above or painted with a ;+ate , tr,,,+ ., :.,its uia ptu%iJ:s shielding from solar radiation that can cause degradation of the rn %t vA; )1 14 i•„.i a:,J spv Heating Systcros and Equipment. I SN ,tort ., ccrt,fied with 781,o thermal efficiency, on -off switch, weatherproof operating insuu:ta,ns, no cic,;r:; ,c,:.:Ancc heating and no pilot light. N/A . a \t i,- ,i th• of pipe between filter and heater for future solar heating. h t. ,,, cr t,�r outJ,or peens ox outdoor sees. 3 fool ,, .:;chi has directional inlet, and a circulation pump time switch. § 115 (,a, fire l ventral furnaces, pool heaters, spa heaters or household cooking appliances hake no N/A conlmw,.:.1, t,urrnng pilot light (F\cc tiun: Non-ciccuical cooking appliances with pilot<l50 fttu hit i, ,,,i Roof tnatcnat meet specified criteria Lighting \leusures: 315u ,..1 ; ,.ri::naires for general lighting in kitchens shall have lamps with an efficacy of 40lumcns uan or .rc.,tc; ;,,r tenon] lighting in kitchens. This general lighting shall be controlled by a switch on a coolie APPL I E 5 n.c :,innn control panel at an entrance to the kitchen. a 1.'• • : ,: �(, ins w nth a shower or bathtub must have either at least one luminairewith lamps with An c i t , . , .- : - l wncris wan or greater switched at the entrance to the room or one of the attemaas ck to thi, APPLIES � ; .,,,owcJ in § 150(k)2., and incandescent recessed ceiling fixtures are IC (insulanon co,cr i CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-1R I - 5TOR`( ADDITION Pa/4/05 Project Title Date COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Pans I and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any Shading feature that is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business and Professions Code) Documentation Author Name: Name: SUiLLERMO PALAFOX Title/Firm: OMER Title/Firm: 5•P, FOX C?RAFTINS Address: 1021 5. DIAMOND Address: 8050 E. FLORENCE AVE. 5ANTA ANA, CA. DOWNEY, CA, Telephone: ele o (562) q2 - 6.7 Lic. #: Lic #, (date) t {date) {signature Enforcement Agency Name: JOHN HAMILTON Title: P.E. Agency: Te psi ne: (510) 650-2-155 (si nature amp) ---- (date) Compliance Forms August 2001 ADDENDUM TO: CERTIFICATE OF COMPLIANCE FORM(S) (Title 24. Energy Regulations) Project Plan Check No,: Project Address:-_---,.-_,__ Suite No, I'MS FORM IS TO BE COWLETTHAN THE E ENERGY DESIGNERQUALIFIED • ENERGY CONSULTANT 07`HR I have reviewed the calculations and drawings for the above project and find both to be in compliance with the Energy Efficiency Standards and AAdrninistra6ve Requirements of the California Code of Regulations, Title 24, Parts I and 6. I understand that this review wa.s performed as representative for the enforcement agency, The City of Santa Ana Building Safety Divi 'on. Signature: Date: Print Name:- ' Title:' M .('310) 0 -2-7 Company •game, f� Phone No.. Company Address: l i � �ol t�, ' r:, LeW0 Ct� F011:07-01.98 Plans drawn by: G iG P . FOX RESIDEN'TI'!(V COMMERCIAL GUILLERMO PALAFOX 8050 E. Florence Ave, suite #27 Downey, CA. 90240 phone: (562) 928-5467 pager. (562) 409-3116 GENERAL NOTES 1. VERIFY MEASUREMENTS WITH CORRESPONDING COSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WiTH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION, THE CONTRACTOR MUST COORDINATE DATUM -BASED ARCHITECTURAL ELEVATIONS SHOWN NTH SITE -SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. 3. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. Project: PROPOSED 1-STORY ADDITION Sheet Title: ENERGY FORMS J Project for Project: 1 Address: 1021 S. DIAMOND SANTA ANA, CA Checked JOj.l no. Drawn D.Q. Date SHEET: b OF SHEETS 1. All entry doors to dwelling units or guest rooms shall be 3. All dimensions and existing conditions shall be verified arranged so that the occupant has a view of the area by the contractor; and notify the engineer of any irnmedlately outside the door without opening the door. discrepancies before proceeding with and/or 5uch vlew may be _provided by a door vlewer,throvgh beginning any work. windows located in the vicinity of the door or through view ports in the door or adjoining wall, g1.6707 4. In no cases shall working dimensions be scaled from plans or details. Figures on drawings govern and larger scale 2. 5creens,barrocodes,or fences made of material which drawings gov rn over smaller s ale drawings, preclude human. climbing shall be provided at every portion 5 The contractor shah Coordinate all structural work with of every roo.f,balcorTy, or similar structures. g1.6?07 the architectural, mechanical and any other related 3 Hood flush -type doors shall be 13/8" thick minimum with drawings and notify the engineer of any discrepancies solid core construction.' g1.670gJ- Door stops of in -swinging before proceeding with and/or beginning any work. doors shall be of one-piece construction with the Jamb or 6. Contractor �?hall verify location and size of floor, roof Joined by rabbet to the Jamb. g1,6570q.4 and wall openings with other drawings. Openings not 4. Every door in a security opening for an apartment house shown on structural drawings are not permitted. shall be provided"with a 11ght .bulb (60 watt min.) At a FOUNDATION; maximum height. of 8 feet on the, exterior. g1:6708 I. Design soil bearing is 1000 P.S.F. (5andy Glory) 5, All pin -type door hinges accessible fr am outside .shah have non -removable hinge pins. Hinges shall have min, 2, All footings shall extend Into firm natural loll or approved 1,/4"" dia. steel jamb stud with I/4"' min. protection. The compacted fill a minimum of and for expansive soil a str.Ike plate for latches and holding device for projecting minimum of 24". dead bolts In wood construction shall be secured to the jamb and the . wall framing with screws no less than 2-1/2" 3, Excavations ad jocent to exlstln buildingqs or walls shall the long. gf,670q.5, g1.670q: not extend below on angle of 45 from the bottoms of footings of these adjacent structures, or the contractor 6. Provide dead bolts with hardened inserts; deadlocking shall provide adequate shoring for the excavotlons. la` ch with key -operated locks :on exterior, Locks must be openabe from inside without key, special knowledge 4. Where existing footings, concrete slabs, pipes, utilities or or sraeclal effort (latch not required In BF, and 5 other buried items are removed, where new slabs or occupancies, g1,670q.2) footings are to be located, all existing loose soil shall 7 . Straight dead bolts. shall have a min. throw of I'" and an 9 be removed and recompacted to a minimum of g0`% of maximum density. embedment. of not less than 5/8", and a hooklshoped or on expanding -lug deodbolt shall, have a minimum throw of 5. All fill shall be compacted to Q minimum of g0% of 3/4": g1.6-70q.2 maximum density In accordance with A5TM D-1557. fill a. The use of a locking. system which consists of a deadlocking shall be placed under the supervision of, and tested and Certified by, an approved Soil's Engineer. latch operated by Q doorknob and a deodbolt operated by a non -removable thumb turn which Is Independent of the GONGRETE: deadlocking latch,. and which must be separately operated, 1. All concrete shall be made with stone aggregate and shall not be Considered as a system which requires special shall attain a minimum compressive strength at 28 days knowledge or effort when used in dwellingg units. The door of 2,500 P51, knob and the thumb turn which operates tFle deadbolt shall not be separated by more than 8 inches. 2. Maximum concrete slump shall be 3". q. Wood panel type doors must have panels at least CIA& 3. Cement for con�:rete mortar, and grout shall be type IL in, thick with shaped portions not less thanl/4 In., thick and or V Conforming to A5TM C-150. Individuals panels must be no more than 300 Eq. In. In area: Mullions shall be considered a part of adjacent 4. Location of all construction joints shall be approved panels except mullions not over 18 inches long may have by the engineer. an overall width of .not less than 2 inches. 5tile5 and rails shall be of solid lumber in thickness. with overall dimensions 5• No pipes or ducts, other than Conduit, shall be placed of not less than 1318 inches and 3 inches in width. gI.67Oq.I In structural concrete unless specifically shown. item 2 Aluminum conduit shall not be used. 10 Sliding doors shalt be provided with a device 1n the upper 6. \/erlfy with architectural, mechanical, and electrical ch�lnriel of the moving paned to prohibit raising and removing drawings location of all Items embedded in or attached to concrete. of the 'moving panel in theclosed or partially open position. g1.6710 7. Drypack shall be i:3 cement sand mix. 11. Sliding glass doors shall be equipped with locking devices 8, All anchor bolts, dowels and other inserts shall be placed and shall be so Constructed and -installed that they remain before pouring concrete. Intact and engaged when eubjected to the test specif led in g l :q l .67 7. RE I Ni=4RG 1 NO STEEL: 12. Provide metal guides at top and bottom of metal accordion I, All detailing, erection, and fabrication of reinforcing and occe55orle5 shall confirm to the Manual of 5tandard grate or grille -type .doors and cylinder locks or padlocks. Practice of the Concrete Reinforcing 5teel lnstltvtion, Cylinder guards shall be Installed on all cylinder locks whenever the cylinder projects beyond the face of the door 2. Reinforcing steel shall conform to A5TM A-615, C-�^ade or is otherwise occeslble to gripping tools. g1,6712 40. Grade 60 for #5 larger bars, 13. Grazed openings within 40" of the door lock when the door is 3• Reinforcing shown continuous may be lapped 30 bar In, the closed position; shall be fully tempered glass or diameters in Concrete, unless oted of e se. approved burglary resistant material,or shall be protected q Reinforcing shall have the following minimum Cover: by metal bars, Screens or grills havinq a maximum opening The Concrete poured against earth .... 31nch of 2". provielon5 of this section s alf not apply to view Formed Concrete -exterior face....2 inch ports or windows which do not exceed 2" in their greatest dimensions. C11.6713 5, Melded wire mesh shall conform to A5TM A-05. Lap one full mesh plus 2" at splices. 14. 511ding windows shall be provided with Q device in the Upper Channel of the moving panel to prohibit raising and removing MASONAR'': of the moving panel In. the closed or partially open position. 1. Masonary units shall be: g1:6715.1 Concrete Masonory Units, Grade N conforming to A5TM Gg0 Medium weight concrete block 15. Sliding windows shall be equipped with locking devices and shall (All units have the standard dimensions be 5o constructed an Installed that they remain intact and unless noted otherwise and are to be open and engaged when subjected to the tests end). speclf led . In 6731 and 6732. ! 5tr.uctura 1. Note 2. Portland Cement shall conform to A5TM 6150, Type Allowed. I or Type 11; no Masonory Cement Is GENERAL: 3. Mortar shall be type 5; freshly prepared and I. All work performed; shall be in conformance to the 2001 uniformly mixed, and shall conform A5TM G270. GBC• GODE 2001 UMC 2001 UPC, if plastic type cement Is used the lime putty shall and the lggb NEG Code. be ommitted. 2. r Where no specific detail, section or indication is given; 4. Grout shall be of fluid consistency and mixed 1n the or approved standard practice details are to ration by volumes, one part cement, three parts sand, .typical be used . or one art Cement three arts sand, and two arts p P p peogrove 1. 5. Reinforcing 5teel shall be deformed bars conforming 15. 5tud5 may be cut or notched to a maximum Bored holes shall not 4) Gontiruous burning pilot lights are prohibited. to A5TM A(515 except that 1/4" ties may be plain bars. of 25% of the width. be nearer than 5/8" to edge of stud and Mire reinforcement shall conform to A5TM A 82. a maximum size of 40% of stud width. J. Ducts shall be constructed, installed and 6. Construction shall be of the highest qualityworkmanship 16. Joists or rafters may be notched at top or insulated according to Ghapter 10 of the and all walls shall be laid true and umb. Provisions bottom to maximum of one -sixth of depth, Applicable edition of the Uniform Mechanical shall be arranged for all adjoining construction. but not within middle third of span. Holes Code. All Joints of the duct system shall be bored In Joists or rafters shall not be tightly sealed with masticor tape. nearer than 2" to the edge and shall not STRUCTURAL A.NP MISCELLANEOUS STEEL: exceed one-third of the Joist or rafter k. Storage type water heaters and storage 1. All detailing, fabrication and erection shall conform depth. tanks for solar water heating systems shall insulationodR-!2 externally wrapped i the latest edition of A150 specifications. oe g n inwith y cSLUELArMINAtiTW) TIMBER: 2. All structural steer shah be A5TM A36, bolts and nuts 1. Provide minimum R-4 insulation on water shall conform A5TM A307 unless noted otherwise. 1, Materials, manufacture and duality control heater Inlet and outlet pipe for first five Pipe columns and tubular steel shall conform A5TM A5,3 for structural glved laminated timber of feet in unconditioned spaces. Grade B. softwood species shall be in conformance with American National Standard AN51/AITG m. Insulate recirculating hot water piping in 3. k4eldin electrode shall be AW5 E70XX ore equal g q AIgO.I-Ig83, 5TRUGTURAL GLUED LAMINATED unheated spaces. (non -continuous inspection required, designed for half TIMBER, and AITG-117-DESIGN and stresses). MANUFAGTURINO. n. Gas fired household heating and cooling appliances, shower heads and faucets shall 4. All welding process and Inspection shall conform to 2, The glued laminated timber members furnished comply with the appliance efficiency the American 5ociety 5pecif €cation 01.0 latest edition. shall provide design values that meet or standards. exceed the following; 5. 5teel Fabricator shall submit shop drawings to the F3ENDING, Fb-2,400 psi o. General lighting in kitchen and bathrooms engineer for preview prior to fabrication, HORIZONTAL SHEAR, Fv = 165 psi shall have an efficacy of not less than 40 6. A cetificate of fabrication from the fabricating shop GOMPRE55iON PERPENDICULAR TO GRAIN lumens/watts. (Specify flourescent lighting). or report from the special inspector must be furnished to the Inspector to framing approval. FG+ (tensipression on face) = 385 psi MODULU5 PSI si p' c controlled heating job prior OF ELA5T GITY, E = 1,,,800,000 s cooling systems (except heat pumps shall an cooling automatic thermostat with a clock mechanism HOOP 1`81RA,MINO: 3, Appearance of members shall be INDU5TRiAL which can be manually programmed to 1. Framing lumber shallGRADE, be Douglas Fir -Larch, grade automatically set back the thermostat set y marked by W.W,P,A, or W.G.L.I,B, as follows, unless points for at least two perlods within 24 th i t d I n h i ified a Goat of end hours)• o erw se no e on p a s, 4. Vertical Framing Unless of erw se spec , sealer shall be applied to the ends of all 211x4" $ 4"x4"........... Standard Grade or Better members as soon as practical after end 211xb" and larger .... No.2 Grade or Better trimming. Surfaces of members may be, but 611x(b" and larger .... No.l Orade or Better not necessarly: sealed with penetrating Horizontal framing sealer, 211x 4 4"x....................No. 2 Oracle or Better 6"x and larger ......... No.l Grade or Better 5, Members shall be unwrapped. 2. Plywood roof and floor sheathing shall be as noted on 6. Members shall be marked with a Quality plans.Plywood for shear walls shall be 5tructural 1. All Mark indicating conformance with American National Standard AN51/ATTG AIgO, i-Ig83, sheets shall be grade marked and conform to PS-1-83. 5TRUGTURAL GLUED LAMINATED TIMBER. All plywood shall be bonded with exterior give, 3. Each plywood sheet shall have a minimum area of 8 ""RESIDENTIAL ENERGY CONSERVATION: square feet and a minimum dimension of 2' in any direction. install with Joints staggered in adjacent sheets with each j 99 j � a. The building design meets the requirements of sheet continuous over 2 or more supports and the face Title 24, Part 2, Chapter 2-53. grain perpendicular to 5vpports for floor and roof and sheathing, parallel to supports for wall sheathing. g p pp 9• `° b, Insulation Installer shall post in Q conspicuous location In the building a certificate signed by 4. Mood plates In contact with horizontal surfaces of concrete the Installer and builder stating that the installation conforms with the requirement of Title. or masonary shall be pressure treated Douglas Fir, 24, Chapter 2-53 and that the materials Installed conform with the requirements of Title 20, 5. All nails shall be common wire nails with minimum nailing per Chapter 2, 5ubchopter 4, Article 3. Table 23-11 5-1 of the Code, unless shown otherwise. c, All Insvlatlon materials shall be certified by the 6. All framing hardware shown are 5trong-Tie Connectors as, manufacturer as complying with the California manufactured by the Simpson Company, Unless noted G2uallty Standards for Insulating Material. otherwise.lnstoll per manufacturers' recommendations. 7. Bolts shall conform to A5TM A-307, Provide washers d. Doors and windows between conditioned and under oil bolt, nut, and screw heads. Outside or unconditioned spaces such as garages and Compartments for central air gas furnaces 8. Double joists beneath all parallel walls, Solid block beneath shall be fully weatherstrlpped, walls perpendicular to joists. e. Manufactured doors and windows shall be q. Anchor bolts shall be 5/8" diameter x 10" with 7" minimum certified and labeled in compliance with the embedment, unless noted otherwise on plans. See plans approplote infiltration standards listed in Table for spacing. Install not less than 2 bolts in each piece 2-53v of the energy regulations. of sill plate, with the first bolt within 12" of the end of the plate. f., All fan systems exhoustinqq air from the building dampers. 10. Joists or rafters frominq from opposite sides of beams shall be provided with b6ck draft or walls shall be lapped o minimum 4" and spliced with Caulk around ail plumbing and electrical 4-16d nails, unless noted otherwise on plans. penetrations into the building envelope. 11. Beams built-up from more than 2-2" x members sho i I have N h Caulk and seal around a l 1 window and door frames all pieces full length and shall have 5/8" bolts at 0" o,c. ' and between wall sole plates and floors and staggered top and bottom 3" from the edges, with the between exterior wall panels. first -bolt 3-1/2" from the end. 1. Masonory and factory built fireplaces shall have 12, All flush framed 2" x connections shall be made with the following: 5€mpson "LUP" series hangers, unless noted otherwise on plans, 1) Tight Fitting closeable metal or glass door covering the entire opening of the firebox. 13. All flush framed 2-2" x and larger connections shall be made with Simpson BYseries hangers, unless noted 2) A combustion air Intake to draw air from the otherwise on plans. outside of the building directly Into the Firebox, which is at least six square inches in area and 15 14. Lap ail 2-2" x top plates Q minimum or 4'-0' at splices wquipped with a readily acCesselble, operable and nail with 10-16d each side of each spilce, vniess and tight fitting damper, noted otherwise on plans. Where top plate 15 cut, add a Ile." x 1-1/2" metal strap with 10-16d each side of cut. 3) Tight fitting five damper with readily accessible control. REVISIONS Plans drawn by: P. :SOX RESIDEWiW.-CORMERCUL GUILLERMO PALAF4X 8050 E. Florence Ave. suite #27 Downey, CA. 90240 phone: (562) 928-5467 pager: (562) 409-3116 GENERAL NOTES 1. VERIFY MEASUREMENTS WITH CORRESPONDING COSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. 2. FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH FLOOR ELEVATION. THE CONTRACTOR MUST COORDINATE DATUM -BASED ARCHITECTURAL ELEVATIONS SHOWN WITH SITE -SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. 3. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FINISH UNLESS SPECIFICALLY NOTED OTHERWISE, Project: Sheet Title: GENERAL NOTES Project for: Project: Address: Checked Job no, Drawn L.G.