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HomeMy WebLinkAbout10150707.pdfPROJECT DATA CONTRACTOR/OWNER: JOSE ESPINO ADDRESS 1905 W. 18TH ST. SANTA ANA, CA. DESIGNEES* BY OWNER DESCRIPTION ADDITION TO SINGLE FAMILY RESIDENCE BUILDING CODE OCCUPANCY TYPE OF CONSTRUCTION: CODE: EXISTING AREA (S.F.): DWELLING 956 GARAGE 2—CAR 389 SQ. FT. EXISTING SUBTOTAL 1345 NEW AREA (S.F.): DWELLING 494 NEW SUBTOTAL 494 GRAND TOTAL (S. F.) 1839 LOT SIZE: 121'X51'=6171 S. F. LOT COVERAGE=1839/6171 = 29% ALLOWABLE COVERAGE= SET BACKS, MIN. SIDE: FRONT: REAR: ZONING: y VENT CALCULATIONS ATTIC VENTILATION: 494/150 SQ. FT.: 3SQ FT. OF VENT AREA UNDER FLOOR VENTILATION: 494/150 SQ. FT.: 3SQ FT. OF VENT AREA SHEET INDEX 1 SITE PLAN 2 FLOOR PLAN, SECTION AND ELEVATIONS 3 ELEVATIONS 4 FRAMING & FOUNDATION F1 DETAILS F2 DETAILS WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED IN WRITING OF ANY VARIATIONS FORM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION BY ANY METHOD, IN WHOLE OR It PART, IS PROHIBITED WITHOUT THE APPROVAL OF ARIAS & ASSOCIATES DESIGNS TITLE TO THE PLANS AND SPECIFICATIONS REMAINS IN ARIAS & ASSOCIATES DESIGNS , WITHOUT PREJUDICE. ANY ERRORS. AMBIGUITIES, AND OMISSIONS IN DRAWINGS AND SPECIFICATONS SHALL BE AND /OR BEFORE ANY PART OF THE WORK IS STARTED. UNLESS EXPRESSLY ATUPULATED. NO FAVOR BY VIRTUE OF ERRORS, AMBIGUITIES AND /OR AMBITIONS, WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARATION OF THE BID ESTIMATE AND DIRECTED TO OUR ATTENTION. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. IN A TIMELY MANER. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARD OF THE 2001 EDITION OF THE CALIFORNIA UNIFORM BUILDING CODE, (TITLE 24), WICH ADOPTS THE 1997 UBC, 2000 UMC, 2000 UPC AN 1999 NEC AS THERE IS ON 2001 UBC, AND ANY OTHER REGULATING AGENCIES WICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND 1905 WEST 18 TH ST NA - r""l I i.ANTA A -A 9270. SITE PLAN SCALE: 1 /8" = 1' i • r NOTES THE FOLLOWING REQUIREMENTS WIL BE PART OF APPROVED PLANS FOR FULL WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE �TION MATERIALS PRECEDENCE OVER SCALED DIMENSIONS CONTRACTORS SHALL SHALL BE D.F., CD-X 4_ - VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND STRENGTH: 2,500 P.S.I. @ 28 DAYS CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED :RETE f'c= 2,500 P.S.I. MIN. Rr ....r` IN WRITING OF ANY VARIATIONS FORM THE DIMENSIONS AND t_ STRUCTURAL TUBE, ASTM A53 GRADE B' CONDITIONS SHOWN BY THESE DRAWINGS. FORCING STEEL,ASTM A615, GRADE 40.R_ THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE REINFORCEMENT: GRADE 40, DEFORMED. PREPARED AND PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED WITHOUT THE APPROVAL OF ARIAS AND ASSOCIATES TITLE TO THE PLANS R: USE DOUGLAS FIR, LARCH NO. 2 OR BETTER UNLESS OTHERWISE NOTED ON � �-� �°��AND SPECIFICATIONS REMAINS IN ARIAS AND ASSOCIATES FRAMING PLANS. DESIGNS, WITHOUT PREJUDICE. ANY ERRORS. AMBIGUITIES, M AND OMISSIONS IN DRAWINGS AND SPECIFICATONS SHALL BE 4. PROVIDE NEW 100 AMPERE ELECTRICAL SERVICE (FIELD VERIFY EXISTING SERVi F __,AND /OR BEFORE ANY PART OF THE WORK IS STARTED. AN ADDITION OR MODIF BACKUP UFER GROUND. PLEASE CONTACT EDISON FQ,R METER UNLESS EXPRESSLY ATUPULATED. NO FAVOR BY VIRTUE OF --ERRORS, AMBIGUITIES AND /OR AMBITIONS WHICH SHOULD LOCATION AND UNDERGROUND SERVICE IF REQUIRED. HAVE BEEN DISCOVERED DURING THE PREPARATION OF THE ESTIMATE AND DIRECTED TO OUR ATTENTION. 5. PROVIDE MINIMUM OF 3" ROUND BUILDING/SEWER DRAIN LINE WITH 2% MIN. SLOPE__ VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS REQUIRED. tr �_�SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE � �-� �� ; � � � r ACCEPTANC OF THESE RESTRICTIONS. IN A TIMELY MANER. 6. RECEPTACLE OUTLETS SHALL BE SPACED AT 12' O.C. MAXIMUM AND SHALL BE LO AE f WITHIN 6' OF DOOR OPENINGS (e.g. CLOSET DOORS, etc.). ALSO EVERY 2' OR IN TALLATION CERTIFICATE. g o , Mp _.Age,, WIDER WALLS. i s. I exi��` NTRACTOR SHALL POST THE ISTALLATION CERTI1�iC�i�" (�F-�,FF) ` ! 7. PROVIDE OUTDOOR RECEPTACLE OUTLETS WITH WEATHERPROOF COVER AND GRO FAULT CIRCUIT INTERRUPTER (GFCI). 8. PROVIDE HOSE BIBB WITH NON -REMOVABLE BACKFLOW PREVENTER AT REAR AN'i�` FRONT OF DWELLING. 9. PROVIDE SMOKE DETECTORS (BATTERY OK). ADJACENT TO AND INSIDE EXISTING BEDROOMS. 10. COMPLY WITH THE FOLLOWING STATE ENERGY REGULATIONS (TITLE 24, STATE CODE): (a) ALL SLIDING GLASS WINDOWS SHALL BE CAULKED AND LABLED BY ANSI FOR AIR INFILTRATION TEST. (b) EXTERIOR JOINTS AND DOORS SHALL BE CAULKED AND WEATHERSTRIPPED. (c) BLANKET TYPE INSULATION WITH R-VALUE OF R-30 IN ROOF/CEILING AND R-13 IN WALLS AND R-19 RAISED FLOOR. NO EXPOSED PAPER BACKING ALLOWED (i.e. IN ATTIC, HEATER VENTS, LIGHTING FIXTURES, etc.). 11. PROVIDE HEATING TO PRODUCE REQUIRED ROOM TEMPERATURE OF 70 DEGREE F. 3 FEET ABOVE FLOOR. R-13 IN WALLS AND R-19 RAISED FLOOR. NO EXPOSED PAPER BACKING ALLOWED 12. ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES INCLUDING LOCAL ORDINANCES: 2001 CPC PLUMING CODE 2001 CMC MECHANICA CODE 2001 CEC ELECTRICAL CODE 2001 CBC BUILDING CODE g 13. BATHROOM RECEPTACLES SHALL BE SERVE BY DEDICATE 20 AMP. CIRCUIT -NEC SECT. 210-52 (d}. 14. 1.5. 17. ALL GLASS SHOWER ENCLOSURES OR DOORS SHALL HAVE TEMPERED GLASS. 19. A CORROSION RESISTANT WEEP SCREED IS REQUIRED BELOW THE STUCCO WITH A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE PAVING. THE WEEP SCREED MUST BE SHOWN ON THE APPROPRIATE DETAILS PER SECTION 2506.5 OF UNIFORM BUILDING CODE, 1997 EDITION. 20. THE CONTRACTOR SHALL POST THE INSTALLATION CERTIFIED (CF-6R) FORM AND INSULATION CERTIFICATE (IC -1) FORM IN A CONSPICUOUS LOCATION OR KEPT WITH PLANS AND MADE AVAILABLE TO THE INSPECTOR. 21. THE NEW GLAZED OPENINGS WILL BE LABELED TO INDICATE A CERTIFIED U VALUE OF 0.75 AND A WINDOW SOLAR HEAT GAIN COEFFIENT SHGC OF .40. 22. ALL TOILETS TO BE ENERGY SAVING 1.6 GAL 0 F WATER PER FLUSH 23. ALL SHOWER UNITS SHALL BE INSTALL W/ WATER PROOFING MATERIAL UP TO 70" ABOVE DRAIN 24. ALL GLASS SHOWER ENCLOSURES OR DOORS SHALL HAVE TEMPERED GLASS 25. DWELLING UNITS, GUESTROOMS AND CONGREGATE RESIDENCES SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 70 F (21 C) AT A POINT 3 FEET (914MM) ABOVE THE FLOOR IN ALL HABITABLE ROOMS. 26. PROVIDE 70 INCH HIGH NON -ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHALLER -RESISTANT MATERIAL FOR SHOWER ENCLOUSURE. 27. IN NEW CONSTRUCTION SMOKEDETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUIDIN WIRING AND SHALL BE EQUIPPPED WITH BATTERY BACK U AN LOW BATTERY SIGNAL, SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING ROOM AND HALLWAY OR AREA GIVING ACCESS TO SLEEPING ROOM, AND ON EACH STORY AND ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLING WITH MORE THAN ONE STORY. ell 28. " AN APPROVED SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STEAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING." (PER ORDINACE 171,874 FOR WORK OVER $10,000.) ORM AND INSULATION CERTIFICATE (IC-1) FOR CONSPICOUS LOCATION OR KEPT WITH PLANS AND MADE AVAIBL TOWS>, ,..; � e:° f INSPECTOR. ROOF TIE IN CONTRACTOR TO VERIFY PITCH FOR TIE-IN. mi DESIGNED AND DRAWN BY: MARIA D. ARIAS (DESIGNER-)-- 11818 RIO HONDO PKW EL MONTE , CA 91732 ,"BOS (626)- 442-4637 ,.#fi r�-�FA�Cf�B6 258-2943 vSIGN CT SEPARATE PERIM571"A"S ARE r v, " A d ti i2�'a Y➢`� ��'� a �� d �` 'rzv.gy v 1 lxn 0,11 City of Santa Ana. ffi � q u W �m The 1 Of mm byy; �.'$09 �.t.,:kd wit %,8e34 &�+ §€�°fl` � 6a s pq g J.�pR x} Y i B 9i9 $? # ' provisionse�£ to, °Ott : r Aia s MEE #'' 8 A- ._ Y $.s rum -la ATTACHMENT A COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES. THE FOLLOWING IS INTENDED AS AN ATTACHMENT FOR CONSTRUCTION AND GRADING PLANS AND REPRESENT THE MINIMUM STANDARDS OF GOOD HOUSEKEEPING WHICH MUST BE IMPLEMENTED ON ALL CONSTRUCTION SITES REGARDLESS OF SIZE. * ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. * STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELEATED MATERIAL MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. * FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOI AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERSS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. * EXCESS OF WASTE CONCRETE MAY NTO BE WASHED INTO THE PUBLIC WA OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL. THEY CAN BE DISPOSED OF AS SOLID WASTE. * TRASH AND CONSTRUCTION REKATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. * SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AD MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. * ANY SLOPES WITH DISTURBED SOILS OR DENUDED OR VEGETATION MUST BE STABILIZED SO AS TO INHIBIT ERAOSION BY WIND AND WATER. , • .. s R O ; �i • +0 0. a z FMB� U1 co a: 0) J rn Q �� pco u_ v ®I uj W o Z 0 z 0 V W w Q CL M J p H Z� O, _N z W _ko o6 x O co dr��y/++..' W W 1-- T- 1M � 11 DRAWN: JOB NO.: 0504352 f�. , I V-4 co ,co ^cQ co co I I SCALE: 114"= I' -Oil co V-4 S 0 v— I I 2x 10 ROOF RAFTER @ I G' O.C. 112" CD-X PLYWOOD NAIL:84 @ G,G, 12 2x12 12 W Roor Rqep 41 PITCH 161, O.C. DOUBLE TOP A-35 F.A. 2X8 CLG. i5T PLATE5 @ I G', O.C. 7/8" 5TUCC-0 OVER 1/2' DRYWALL R-30 IN5UL. LATH * # 15 FELT R- 13 IN5 2x4 5TUI)5 co I G, 518"0 A.B. EMBEDED 7`INTO CONC. 6'-O'O,C. BED ROOM BED ROOM 12" FROM CORNER5 W 3/1 G"X 2'X 2' PLATE WA5HER5 WEEP SCREED REED 1H11-0'tXlf-611 LOUVERED VENT R- 19 IN5UL. CROSS SECTION 2 SCALE 1/4"= I `-011 2X RAFTER TIE 1121 CD-X PLYWOOD NAIL:8d @ 6.6, 12 Ij f— RADIANT BARRIER 12 4 OR TO MATCH EXISTING 12 4 OR TO MATCH NORTH ELEVATION SCALE: 114"= 1 1-011 14)PX4$0 UNDER FLOOR —VENT— 0 . X v LOUVERED VENT STUCCO TO MATCH EXISTING 14"Mlp UNDER FLOOR --VEINT— 4xG HDR. a co 04 co co H-w H055 plop GAS (AA5 Onef 5P 5mom 12mcrOR; Kw MW W/ PAMY BACK-LET2i PHM JACK rLPLEX Ouluf 22ov, 220voLhUf IQ --a, JPON? rALLf IMMJ:r WA ITWOF OXI r 4- WAY 5MCH 19(mm 5WTCH WK PAN, WW kolo-cewLicw r7f11,vf-p11 n1wrtihi %ffAC6 MOLIMP LICK Litt rixm �Y 511NrA NSW �4M51" FAN W1 WALL L_�61�Np NSW WALL I WAIL fo M M, MOV� 12 �) WALK X I.. co < Z z < cf) 0 Z (L ca W w cf) o C4 00 ol A 4m (4, Rot w ce Q W Z • LLI z o (L P F, =7 m*7 DATE: 07-20-05 SCALE: AS NOTED DRAWN: MA JOB NO.: 0504352 K Wm 10 1 c\1 cy) Z g rr 000 Ln U- < r4 0 0 a 0 w ZF_ 0 o zco W Lu CL. o,T tN 04 z r 0 n Gi rr, m co r- co EA5T ELEVA-FION ASPHALT SHINGLES OVER 2 LAYERS OF # 15 FELT CLASS"A" ROOFING MATERIAL TO MATCH EXISTING 14"X8" DORMER VENT TYP. 14"X4)t UNDER FLOOR r4 ill 2 „Yd8» ------ ------ - U DER F OOR PROPOSED 1 EXISTING i i WE5T ELEVA1110 r IN SCALF: 1 4"= P_011 ASPHALT SHINGLES OVER 2 LAYERS OF # 15 FELT CLASS"A" ROOFING MATERIAL TO MATCH EXISTING 24"X18" " 14 X4 UNDER UNDER FLOOR FLOOR — -- --ACCESS — _ _ ATNT — EXISTING i PROPOSED i also also, I III SHEAR WALL MARK CAPACITY PLYWOOD #/LF 4OR5LAY ............._...... .01 FOUNDATION NEW FOUNDATION NEW FOUNDATION BOUNDRY NAILING 10 d@G" O.C. SPACING SILL NAIL SILL BOLTS REMARK EDGE INTERM 61, 12 16d @3" O.C. 5/811 0/ 28" O.C. 4' MIN. ROOF SHEATHING: PLYWOOD SHEATHING SHALL BE MINIMUM OF 1/2" THICK AND HAVE A PANEL INDEX OF 32/16 AND SHALL BE U.S. PRODUCTS STD. PSI-83 APPARATED STRUCTURAL II EXPOSED I FLOOR J015T 5EE PLAN FOR 512E 5PACING PLYWOOD 5HT'G INTERM NAILING I Od@ i O" O.C. —EDGE NAILING I Od@G" O.C. NOTE: 1. WciG OF PLYWOOp FLOCK OPENING5 5HALL BE BOUND NAIL. 2. EA. PLYWOOD 5HT, 5HALL 5PAN THREE BEARINGS {MIN,) 3-2XJ015T5 /2" DIM. M.B.@32" D.C. 5TAGG. TYP 2-2X J015T5 Gd NAIL @ S" O.C. �L.�CT121Ci�L.- L�.t'..tfNG� F —ho u05E pIpp k-+�AS c,AS 01mE_______._._ . Wort mlfcfOK; Hw VOW?W/ PATT U PACK -LIP PHONE _KK C1Llpm ouluf 220v. 220V OLtIL> f ROMP FA LT IWI RI K WAWROOF OMLFf 4- WAY 5WIfCH t1� t� LuRr 5wfCH Q 121MMFP 5WITCH H I� W-Ar FAN, LlGhif FLOi.1t2FCFhit UC�tf (� i r)()rl2 ON.1. 01 ttYYhU 5MACE MO(lJiFPL16W (� �✓ �CF55Et� LIGHf FIX'fi.� t N> NEW E N5f EAN W1 W/N-L L_F_6eNit �1 NSW WU WAI TO It mmov�a C > W,t co z .- 0 .. • w • n • Lu ! N co f~ o) d m Z © ','noLL N� N q' N 0� O W Z O o � z J � W w a co CL M of to �to 0� Fco 00 I- 00 M+mmmmmmlr r SCALE: AS NOTED DRAWN: MA !i I # s i� -_ ' i� ,40$X18)) UNDER FLOOR fOUNDA-FION PLAN SCALE: 114"= P-011 2 X #2 R.R. 0 16 1/2- PLYWOOD CDX_ W/8d 06,6,12"o.c. O / 2 X #2 C.J 0 16"o.c. 6-16d SIMPSON A-35 @ 6"o.c. STAG, 4 X BEAM 24"X18" UNDER FLOOR ACCESS to V-4 M rA =mow 'ties METAL LAT STUD 2X4 STUD 7/8" STUCCO 0 16" D.C. TO MATCH EXIST' 2—LAYERS OF DRYWALL # 15 FELT PAPE 16d 0 3" O.C. PER SHEAR SCHEDULE 7L R-13 INSUL 5 T&G PLYWOOD __ 5/810 A.B. EMBEDED 2X4 BOTT. P S/U86F L 0 0 R 7 INTO CONC. 28" O.C. P 12- FROM CORNERS W/ --- ------- 2" X 2—" X 3/16" SQ. P 2x6 6Q_O R JOIST WASHERS 0 1 D.C. WEEPS E FA q — R-19 NSUL 6 GH 46-6 GIRDE�, FINISH GRAD:-, HANGES "5 M X4 DFPT SILL #4 BAR VERTICAL 0 24" N 2—#4 REBAR TOP & BOTT. Id 6 3- 12" MIN. �CE) FOUNDATION FOR GIRDER DETAIL MoOp 1 51z� 5PA str 4Trpm NAdl )L, OSWALT , a PLYWI 465 %KI, PLYWO019 ym ml� prx fKAMING PLAN, I AST27 I& s. Z war C* z < U) 0 Z 0. (n UJ w co c 14 M co) w w cl < co 0 on W Z 0 W Z 0 x 0. Fl r� IN cy) <m CC N 0 Eno < N'o— 0 m Lu : 0 u� z 0 0 Lu U) uj o 07 N 0,0 N tii to co T_ Co mm I WB POST OR DBL STUD ­ 2-3/474 M.B. SIMPSON HOLDOWN 5/8" 0 PSON SET-1 P T SILLTOP OF I P HD2A EPDXY ( T PtATE SLAB 5/8" 0 SIMPSON SET :11RU EPDXY GROUT. BOLT ICBO #ER2579 CONT. 4 4 4 INSPECTION REQD, 4 4 A4 (x) '4 A A 'k O ( ANCHOR BOLT DETAIL i� GENERAL 1 ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE DRAWING AND SPECIFICATIONS. 2 DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY PROVISIONS. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION, 3 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN. CONSTRUCTION SHALL BE USED SUBJECT TO THE CONTRACTORS OBSERVATION. 4 ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. 5 ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE PERTAINING PERSON OR AGENCY SO THAT, THE PROPER REVISIONS MAY BE MADE. MODIFICATION OF DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL. NOTE TO THE CONTRACTOR 1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER, PULL -BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC. ) OR THE THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES -WHETHER NOT THE LINES ARE LOCATED ON THE PROPER FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND /OR ADDITIONAL EXPENSES. m I METAL LAT STUD 7/8" STUCCO 2X4 6§�O.C. @ TO MATCH EXIST'G 1 2-LAYERS OF <-- DRYWALL # 15 FELT PAPE -16d 0 3" O.C. PER SHEAR SCHEDULE —R-13 INSUL 5/8" T&G PLYWOOD 115/0 A.B. EMBEDED ll_�_2X4 BOTT. P SUBFLOOR 7' INTO CONIC. 28" O.C. 12" FROM CORNERS W/ 2" X 2-" X 3/16" SQ. P 2x6 FLOOR JOIST WASHERS @ 16" Q.C. WEEP S E Is 2-16d T.N. EA. S E R-19 N7S U L 6 GH 46-6 GIRD FINISH GRAD HANGES \�2 X4 DFPT SILL 00 #4 BAR VERTICAL @ 24 `4 — 2-#4 REBAR TOP BOTT. A' N 6 K7: 3 1200 MIN. j1- (E) ESN FOR GIRDER DETAIL METAL LAT STUD 7/8" STUCCO 2X4 STUD TO MATCH EXIST' @ 16" O.C. 2-LAYERS OF DRYWALL # 15 FELT PAP 16d @ 3" O.C. PER SHEAR SCHEDULE INSUL 568" T&G PLYWOOD 5/8� A.B. EMBEDED 2X4 BOTT. PLA E BFLOOR 7' INTO CONIC. 28" O.C. 12" FROM CORNERS W/ 2" X 2-" X 3/16" S. P 2x6 FLOOR JOIST WASHERS @ 16" O.C. WEEP SCREE LR-19 INSUL r FINISH GRAD I '.'\2-X4 DFPT SILL 2- REBAR TOP & BOTT. 18" MIN. #4 BAR VERTICAL 0 24" 6QA �. 6 12 MIN. 9 1 RAISED FLOOR FTG, I A 35 24$' MUM uname-1 111 r FJ SEE PLAN STING) 18" MIN. METAL LAT HI STUD 7/8" STUCCO 2X4 STUD@ 16" O.C. TO MATCH EXIST'G 2-LAYERS OF DRYWALL # 15 FELT PAPE 16d 0 3" O.C. PER SHEAR SCHEDULE 17L R-13 INSUL /-5/8" T&G PLYWOOD 5/8'� A.B. EMBEDED 2X4 BOTT. PLA,SUBFLOOR 7" INTO CONIC. 28" O.C. EN I I 12" FROM CORNERS W/ -------- ----------- 2" X 2-" X 3/16" SQ. P 2x6 FLOOR JOIST WASHERS 0 16" O.C. WEEPS E A35 24" O.0 R-19 INSUL 61# FINISH GRAD'\gX4 DFPT SILL E-. ilT 7:; 2- REBAR TOP & BOTT. 15" MIN. #4 BAR VERTICAL 0 24" Q c A 6 12" MIN. 11 81 RAISED FLOOR FTG, A 5/8"0 PREDRILLED HOLD IN EXISTING FOOTING EPDXY GROUT. A A L 2-#4 X 3'-0" "0" DOWELS EXISTING FOO F'G NEW FOOTING EPDXY ANCHOR ALL EPDXY ANCHORS SPECIFIED ON THE PLANS SHALL BE BY ONE OF THE FOLLOWING MANUFACTURES AND SHOULD BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS: A. HILTI HIT C-100" �VOXY ADHESIVE ANCHOR LARR" 24919 ICBO 4419 B. RAMSET "EPC6N SYSTEM CERAMIC 6" EPDXY ANCHOR LARR" 24975 ICBO*' J285 C. SIMPSPN STRNG-Tl,Ir 'EPDXY -TIE" ADHESIVE ANCHOR D. COVERTL9fRA8Q' 'R2GEt24ppOXy SYSTEM LARR" 25113, ICBO" 4846 CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR ALL EPDXY ANCHOR INSTALLATIONS. PLATE WASHERS ARE REQUIRED FOR ALL HOLDOWNS. 2"x2"x3/16" PLATE WASHER SHALL BE USED ON EACH ANCHOR BOLT. m 11111 1 1 1: i �� iiiiui ai NOTE, HOLDOWN ANCHOR BOLT SHALL BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. WB POST OR DBL STUD ­ M. B. -4 SIMPSON HOLDOWN P.TPLATSEILL SEE SCHEDULE BELOV� OPLAB OF ; A.P. TO CONFORM I IF W/ SIMPSON SPEC. A 'A .1 A SIMPSON HOLDOWN SCHEDULE A SIMPSON HD2A 2- 6/8— 0 M.13 SSTB 16 AM. B SIMPSON HD5 2- 3/4" 0 M.B SSTB 20 A.B. C SIMPSON HD8A 3- 7/8" 0 M.B. SSTB 28 A.B. D PAHD 42 16-16d NAIL I I I 16 d 0 3" O.C. - 2X4 BOTTOM PLATE- 5/8" PLYWOOD SUBFLO 5/8" DIA. A.B. AMBEDED'_ 7" INTO CONIC. 28" O.C. 12" FROM CORNERS W/ 1/4"X2 1/2"X2 1/2" PLATE WASHERS T4A' A 2X STUD 0 16" O.C. 2X STUD @ 16" O.C. A 35 0 E.A. BLOCKINGS /- 2X FJ SEE PLAN 2-#4 REBAR TOP & BOTT. 00 o�l 6 (INTERIOR FLOOR FTG 21-0" MIN. PANEL PROVIDE EDGE NAILING (EN.) TO SOLID BLOCK'G /8" T&G HANtL LUULt) SEE SCHEDULE 2X FLR. JOISTS PLYWOOD SUBFLOOR rDOUBLE STUD OR POST I 2xSTUDS @16" O.C. U.N.O. 2x6 FLOOR JOIST 16" O.C. 2x SOLID BLOCKING I PC 44 48 GIRDE WIPe Al HuRIZ. EDGES U.N.O. CBCOLUMN BASE 1/\,A 35 @ 16" O.C. 4x4 POST NOTES 18" MIN. 9"x9" CEMENT PIER. P IRDEIW7/P 1. SEE NOTES FPR LOCATIONS 2. PROVIDE S/5' EDGE DISTANCE FOR NAILS NOTES 18 FOR SPECIFIC SHEAR WALL CONDITIONS SEE 10 SCHEDULE OR ELEVATIONS. 9 NK 18" SQ. FTI, 2 I SHEAR WALL CONSTRUCTION 1 II (RAISED FLOOR FTG, METAL LAT STUD 2X4 STUD 7/8" STUCCO 0 16" O.C. 16 d @ 3" O.C. TO MATCH EXIST'G 2-LAYERS OF f\l DRYWALL # 15 FELT PAPE 16d @ 3" O.C. PER SHEAR SCHEDULE 2X LEDGER W/l/2" X 5-1/2 �: R-13 INSUL 0 LAG BOLT 0 16" O.C. 5/8" T&G PLYWOOD 5/8'� A.B. EMBEDED 2X4 BOTT. P SUBFLOOR 7 INTO CONC. 28" O.C. 12" FROM CORNERS W/ ------------ 2" X 2-" X 3/16" SQ. P 2x6 FLOOR JOIST WASHERS @ 16" O.C. WEEP SGO 4i LR-19 INSUL 6` 0 , SIMPSON FA P @ 4'-0" /c. FINISH GRAD DFPT ILL 2-1/2" J0 X 4" W/ SIMPSON SET EPDXY 2- REB R TOP & BOTT. 18 MIN. L.A. R.R. #24397 #4 BAR VERTICAL @ 24"FAP FLAT PLATE 311 \IRDERPOCKET: 3" MIN. BEARING, 1/2" 12" AIRSPACE AT SIDES, END. W-W.-I 11D, 1 4 1-7 GIRDER POCKET DETAIL RAISES DEEM 2X STUD @ 16" O.C. 2X STUD @ 16" O.C. A 35 0 E.A. BLOCKINGS 2X FJ SEE PLAN (EXISTING) Ll (EXISTIN'G) 1 so, MIN. 00 Z < 0 Z CL W U) LLI w 0 w w • U 2 Z C 0 3 • w ul z I SCALE: AS NOTE DRAWN: M.A. SHEET F-1 X PLYWOOD mAIL:dg 0 6,6j2 3x ROOF RAFTER 0 24" O.C. s 5-16d RAFTER TO w_ JOIST ',---E.N. NAIL REVISED � ROOF SHEATHING / PLYWOOD SHEATHING SHALL BE KJ|N{K4UM OF 1/2" THICK ANDHAVE A PANEL INDEX OF 'AND SHALL BE U.S.PRODUCTS STO 'P3|-OJ APPAR/TEO STRUCTURAL || EXPOSED >EAVE DETAIL RIDGE BOARD SE PLAN STAP 0 4'-0" O.C. 2-16d TOE NAIL EA. SIDE 0 EA. R. R. 2X ROOF RAFTER -SEE PLAN 1%6 RAFTER TIE 0 48" O.C. W/ 4-16d NAIL @ BA. END RIDGE WEM13ER 10 DETAIL - NAILING �����U/� �w/��/��_� JOIST 0SILL OR mlw JOIST TO JOISTS, END M�BL ------'--`'~''~~^~^^^6= 'u, * pu//` PLYWOOD' ' �~.~~~ d6d TOP & BOr[ ` CEILING JOISTS , LAP OVER PARTITIONS, FACE NAIL ...... ......... 3-16d NOTES z COMMON OR BOX NAILS MAY DE USED, e SCHEDULE BASED ON DOU5LAS FIR -LARCH FFNMlNG 3 TABLE BASED ON UBC TABLE 25-Q AND LA CITY FRAMING, v SHEET, + THESE CONNECTIONS ARE MINIMUM CONDITIONS ' ~~ AND MAY BE SUPERSEDED BY MORE SPECIFIC DETAILS °INDICATED ON THESE PLAN3, 5 DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING "=`."=^.unu SHALL BE uwzvEN SO THET THEIRH[AD OR CROWN / IS FLUSH WITH THE SURFACE OF THE SHEATHING. } 0 2X C.J. @ 24" O.C. ROOF SHEATHI A-35FRAM/NQ ANCHOF KV 16,O.C. 1/2" DRYYYALL- R- 13 /NSUL- 7- 2X4 DBL. TOP PLATES ' //�-L LATH STUCCO TO MATCH EXIST'G / 2-LAYERS OF --4 1_g; ��T �xoco "_ co ^ \-STUD JL » .~ . ��. . �.uj SIW Od B.N �-- N I �/3"PLYWODD `A 1/=� =^", .~° co u co) C0 2X ROOF RAFTER PLAN SEE PLANS 3x4 ONLY AT EDGE < MEMBERS AT S.W. 8 SHEAR WALL DETAIL z lu U) III, a mw� 1�� 12 pe AIL EA. RAFTER 2X FULL WIDTH 2 X F K6 \ - '6 96'M& B.N HIP OR PLYWOOD SHEA VALLEY 118" LONG METAL 2X SOLI 2X FLAT (*X RAFTER RAFTER N, SIDE RAFTER SEE PLAN CLIP CONT. 2X STUDS 18 RAKE DETAIL GABLE END 1-7 RIDGE MEMBER SEE PLAN 2-16d TOE NAIL EA. SIDE PLYWOOD 3HEATH'G 2X RAFTER AIL PULIN SAME 45 SIZE AS RA 2X 45 CEILING JOISTS DEGREE NGLE � 2-2X TOP PLATE IRE S/WPS0N 3T 2115 QTAP @ 4`-0° O.C. {�DX R Q3 ' N�L: � 8d � 6,12 2X ROOF SEE PLAN ^--2X6 TIE @ 48° O.C. @ EA. END � --3X4 BRACE 4'-O° O.C. TO BEARING / PARTITION USE4X4 IF 2X STUDS LENGTH "° � 18" / SEE PLAN ^-- EXCEEDS 8^-0" O.C. FOR CEILING JOISTS 6 JR[IRF DETAIL lF-TAT/ tSCAL7E S �NOTE SHEET F-2 Certificate of Compliance: Residential _ Part 1 of 2 CF-1 R 8/2412005 ADDITION _ Date Project Title 1905 WEST 18TH SANTA ANA -:-: Building Permit# Project Address : Arias & Associates Designs (6?6) 442-4637 Plan Check I Date . Documentation Author Telephone Field check 1 D9t!- Performance Computer Performn Compliance Method (Package GENERAL INFORMATION f? Average Ceiling Height:-8.0 ft Total Conditioned Floor Area: �1839 0 ft2 Total Conditioned Slab Area: Building Type: (check one or more) [XI Single Family Detached El Addition El Single Family Attached El Existing Building ❑ Multi -Family Existing Plus Addition Front Orientation: (aouth) 180 deg- Floor Construction Type: ❑ Slab Floor Number of Dwelling Units: 1 -0Q Raised Floor Number of Stories: I BUILDING SHELL INSULATION Component Component Frame Const. Assembly Location/Comments (attic, garage, typical, etc.) lype Type U-Value 0,038 Exterior Floor/ over C awlspa e-Lw/R-6 Credit)_ (F.19,2x8.161- __WP-0-d -W -13 Nall W.113.2x4.1 6 R y Wood 0.088 Exterior _2 li _(W Solid Wood Door __N6nq _9--38L Exterior 9-0-0 R-30 EoojJR,30.2x12.16 Wood0,035 Exterior Roof FENESTRATION Fenestration Exterior Overhang Side Fins Type Orientation Area SHQC Shading Y es / No Yes / No (SF )l U-Factor El ox 1:1 0LSouth)-- Front ____12.0 0,87 0.59 Bug Screen Left{West) - 12.0 0.87 0.59 Bug -Screen El E F1 0Rear North) __��08.o _0.87 0.59 Bug Screen [1 11 44.0 0.87 0.59 Screen El O El El F] 1:1 1:1 1-1 Q 0 F] 1:1 0 El El 1:1 0 Q El El El 0 0 ❑ Q n El El El 1:1 1-1 1:1 Certificate of Compliance: Residential (Part 2 of 2) CF-1 R ADDITION 8/24/2005 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution HeatingEquipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R-Value Type Comments Central-Eurriace- 80% AFLIE J)mcts_in_Atijc_ 4.2 __-Zettlack- HVAC_SYsWM__- Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments Split Air Conditioner -J2-"EER- Ducts JnAWc_A2_ --setback-_ HVAa.§ystera___ WATER HEATING SYSTEMS Rated 1 Tank Energy Facti 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) -R-Value Standard-Gas50-gaLar-Less- -Smalt-Gas-_ Standard- 1 52-- ___n1a_ -12-- I For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btulhr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Rqcovery Efficiency. RI:MARK.q RADIANT BARRIER COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, 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, The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: DOLQRE5_ARIAS Title/Firm: MARIA ARIAS Title/Firm: Arias & Associate§s Designs _s _ Address: 11818 RIO HONDO PWY Address: 11818 Rio Hondo Pkwy EL MONTE . CA. 91732 _El Monte CA 91732 _. _ Telephone: Aq26 442-46237-1 C9 Telephone: 626 4L42- V I 4637 Lic. M ign re)( ate) (sign (date) nforCeMe t Agency Name: Title/Firm: Address: 01101 Telephone�'�' M User Number: 5209 Job Number: 0504352 Mandatory Measures Checklist: Residential (Page 1 of 2) MF-1 R 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. When 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 they are snown eisewnuit: it, -1 - ­­­­-, __­ DESCRIPTION Instructions: Check or in itial applicable boxes or enter NIA if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures [X] 150(.): Minimum R-1 9 ceiling insulation. §150(b): Loose fill insulation manufacturers labeled R-Value. *§ i 50(c): Minimum R-1 3 wall insulation in wood framed walls or equivalent U-value in metal frame walls (does 0 not apply to exterior mass walls).. FYl § 150(d): Minimum R-1 3 raised floor insulation in framed floors or equivalent. LAJ no no §150(1): Slab edge insulation -water absorption rate no greater than 0,3%, water vapor transmission rate no Dgreater than 2.0 perm/inch. Fy__1 § 118:, Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls LAtN] 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 Coefficient (SHGC), and infiltration certification, 3. Exterior doors and windows weathefstripped; all joints and penetrations caulked and sealed, F] § I 50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(0: Special infiltration barrier installed to comply with Section 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 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 §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. ❑ § 11 50(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. L?NJ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ 1506): Pipe and Tank 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 -re stems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, J11ther indirect hot water tanks have R-1 2 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F: insulated. 6. Piping insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number: 5209 Job Number: 0504352 Page:6 of 20 12 11 n Certificate of Compliance: Residential (Addendum) CF- of I F% ADDITION a/24-12005 _P_roieycTitle 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_ -4-, -i.,* n hitilelinn nr dp-qinn that otherwise complies 111 1016""1"711"1 .. Uwln.y UCLU..1-u- - -, 4-- ---- ­­­ - -I--- __ , . - - cased on the adequacy of the special justification and documentation submitted. Plan I Field The DHW System "Standard Gas 50 gal or Less" Energy Factor = 0,525. An EF below 0.58 requires an R-12 External Blanket. 0 HERS Required Verification of 1-1=1- annrr%vpti "FIRR tneseTeature5uiu5Lut;L;ui1 gilit; a, j��n�fthese measures on i form CF-6R. document the ton and diagnostic testing 11 u Rut— v� ­ 3rovider. The HERS rater must d fieWe fi*j�i:it Plan Field of 20I- Run Initiation Time: 081 LEne,gyP,. 3.1 By EmrgySoft Use, Number 5209 NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an j9 -.-Run uoci Job Number: 0504362 A of 20 asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When 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 they are shown elsewhere in the documents or on this checklist only. 'DESCRIPTION Instructions: Check or initial applicable boxes or enter NIA if not applicable. DESIGNER 'ENFORCEMENT 1 Space Conditioning, Water Heating and Plumbing System Measures: (continued) -§150(.): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601, 603, 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, U1.181A, 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 adhesive duct tapes unless such tape is used in combination with mastic and drawbands, i 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts, Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. §114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating, and no pilot, 2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or spas. a. At least 36" 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. - - --------- --- A 1, ilill,il!"1q"moo"RIAI�mpoppm-RPNMMNF §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) - - ------- -- 118 (f): Cool Roof material meet specified criteria Lighting Measures __-__-_ _.__ ______^_._. _---___T_ __ __ .___.j_ ___ §150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general lighting in kitchens. This general fighting 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 r Nm or one of the alternative to this requirement allowed in Section 150(k)2.: and recessed ceiling fixtures are IC (insulation cover) approved. 3.1 By EnergySoft User Number: 5209 Job Number. 0504352 Page: 7 of 20 1 U Z U-0 Q Z U) 0 •Z W LIJ US 0 • C4, • • ra 0 ce. W Z w Z 0 1 . U) W, Q, i 07-20-05 AS NOTED DRAWN: MA JOB NO.: 0504362 SHEET 0 - OF EN