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HomeMy WebLinkAbout10139114.pdfM WA10 MF4R FORM Note: Lowrise residential buiidi subject "to the Standards roust contain fosse measures regar+ of the campliakss approach used. Items Marked with on asterlsIT) may be superseded by more alxirgent compli nee requorarr{ents fisted on the Ca' of Compxance. When this checklist is incorporated into the permit dammts. the features noted shalt be conandered 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. Instructions: Check or initial applicable boxes when complied or enter N/A 1f not Applicable. DESCRIPTION DESIGNERj ENFOMENT Building Envelope Measures: * 150(a): IAnimum R-30 Ceiling insulation. X 150(b): Larose fit insulation manufacturer's labeled Rom. X * 1a0(c): M'mimum R-13 Wall insulation in wood framed wails or squiv+oleni U-ioctor in metal frame walls (does not apply to exterior mass walls). X 150(d): iAnimum R-19 mind floor insulation in framed floors. ' X I 150(I) : Slab edge insulation - water absorption rate no greater than 0.31C, voter vapor transmission rote no greater than 2.0 perm/inch. NA 118: Insulation specified for installed meets insulation quality siaWards. Indicate type and form. X j 116-17: Fenestration Products, Exterior Doors and Infifbation/Eadiitr'atton Cates. 1. floors and windows between condtoned and unconditioned spaces designed to limit air leakage. f 2. Fenestration products except field -fabricated) have label with certified tf-factor, certifed Solar Heat Coin Coefficient (SHOC), and infonation certifloolion. 3. Exterior floors and windows weatherstripped; aU joints and penetrations caulked and sealed. X 150(g} Vapor barriers mandatory in Climate Zone 14 and i6 a*. N A IWO: Special infiltration barrier installed to connpiy with Sec- 151 meets Commission quality standards. NA 150(e): Installation of Flmmlace, diva Gas Appiimm and Gas ice. 1. Masonry and foctory-butt fireplace have. a Closeable metal or gloss door b. Outside air Intake with damper and control { , c. Flue dommper and control I 2. No continuous burring gas pilot rights allowed. �( Space Conditioning, Water Heating and Plumbing System Il[eas urem l 100-113: FNAC equipment, water heatent, showerheods and fouoets certified by the Commiseft. X ! � 15h): Heating and/or cooling loads ovulated In accordance with ASHRAE, SMACNA or ACCk X 1W,): Setback thermostat on all applicable heating aid/or cooing systems. X 150a. Pips and tank insulation l i. Storage gas water heaters rated with on Energy Factor leas than 038 must be externally wrapped with Insulation hoOrig an installed thermal resistance of R-12 or gr 2 First 3 feet of pipes +doeest to water heater tank. systems. Insulated (R-4: or greater) . . 3. Back-up tanks for solar system, unfired storage teas, or ettier indirect, hot voter thnks have R-12 external insulation or R-16 combined internal/external insulation. . ". 4. All buried or exposed piping insulated in r+edreukating sections of hot water system. Cooing system piping below 55 degrees insulated. 6. Piping insulated between heating source aid indirect hot weber tank, N/A * 150(m): Ducts and fans . 1. All ducts and plenums installed, sealed and insulted. to meet the reolui:erR& is of the 1998 CMC sections 601, 803, and 604 and standards 6-3; duds Invula1ted to a minimum installed level of R-4.2 or enclosed: enter in conditioned space. Openings #hail be seolood with rrwstic, tape, aerosol sEalant or other duct closure system that meets the Teo h inch. of UL181. UL181A, or 1l11818 . IfI mastic or to is used th seal opsni # than 1 4 inch, the combination of rrasfic and either for dr. Joints and ) mash or to s WR be used. iBtdldir►g cries shaft not be used cmvq*. conditioned seams of duct systems and their components shad not be sealed with cilium back rubber addheslne duct i tapes unless such tape is used an combination with mastic and drawbakis. 2. Exhaust fan system have ba kdraft or auiomatk dampers. 3. Gravity venttiatIrta systems serving conditioned space have either auiomcdlc or readily ocx le, X manually operoW dampers. 114: Pool and Spa Heating System and Equipment. 1. System is certified with 78 %thermal afficlerepy, on -off switch, weotlierproof operating instructions, no electric resistance heating and no plat 2. 'System is installed wish: f a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. - a 3. Pool system has directional inlets and a circulation pump time switch. NI 115: Gas fired central furnaces, pool heaters, spa heaters or household appfiant n have no ng continuously burning pilot right. (Exception: Non -electrical cootanq appiiancess with pilot <150 Bfu/hr) X 1 Lighting Measurw. 150(k)l. luminaries for general righting in kitchens aloof{ have lama with an Efficacy of 40 lumens/watt or greater for general ligfntrng in klicherm This gerier'af 6glattng shall be controlled by a switch on a readily accessible Hghting control panel at tni entrance to the liften. X 150(k)2.: Rooms with a shower or baihtUb must lave efdw at la list one bmkx*s 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 ki ' Sec 150(k)2; and recessed ceiling fixtures ore iC (inedletion cover) approved. X CF-IR FORM CERTIfICATE OF COMPLIANCE, RESIDENTIAL Pape 1 CF;-IR CERTIFICATE OF CGMP IANCEI RESIDENTIAL Page 3 CF 1R M. = s����sr��-axis------- .� �'_-^�s-� `..-"•"-.. w«. Project T i t te.......... PROPOSED BARAHM RES te.. 05/27/03 M 41131 Project Title.......... PROPOSED BARAHONA RES Date.. 05/27/03 08141131 Project Address... , , ... ib14 SOUTH FLOWER STREET he SANTA ANT CA ER STREET w 01w I i MICRUPAS6 v6. 01 Ft le-SO303160 Wth-CTZ08S92 Pragt^an-FtiltM CF-IR I Documentation Author... .lanes W. Sm i th w _.._ �rx . � l User#-t�Ei2116 UserTers^y Erhg a neer i ng Run-P IDsm RES l terry Engineering-' 190 E Main St Ste 150 1 Plan C Date I Tustin CA 92680 I I COMPLIANCE STATEMENT (714) 838-1124 1 Field Check/ Date I C t i mate Zone........... 08 - This cert i f tcate of comp t lance t i sts the bu i (ding features and perfonmme Comp t I once Method...... XICREPAS6 v6. 01 for 2001 Standards by Enercomp, Inc, spec i f i cattotis needed to cons ty w I th Title-,24, Parts 1 and 6 of the Ca t i f orni a Code of Regu t at i corns, and the administrative regu le t tons to I ~� MICROPAS6 v6.01 F1te-30303160 Wth-CTZMM PrograMrfORM CF-1R ! implement there This certificate has been signed by the indivi4ml. with I Uwalk-MPOE06 User --Terry Engineering Run -PROPOSED &WAMNA RES I overa t t design respons i b i t i ty. When this certificate of comp t iance is submitted for a singte but tiling plan to be but it in multiple orientations, any shading feature that Is varied is indicated in the Special Featres GENERAL INFORMATION Modeling Assumptions section. Conditioned Floor Area .... 1561 sf DESIGNER or OWNER DOCUMENTATION AUTHER }3u i Id i ng Type .............. S�i/;ng to Fam i ly Deet��ach/ed� ��.�.r. �(�� James V. Sm Construction st{ uctio i Type ........ ♦ Existing Plus Addition Name... .. . _-. w.. • a eI . 1 . ,f1 Vf'iith Building Front Orientation. Front Facing 90 deg (E) Company. JOS€ P BARAHONA Company. Terry Engineerirn Number of Dwetting Units... 1 Address. 1614 SnM FLOWER STREET Address. ISO E No in St Ste IM Number of Sto-1 esi ......... I SANTA ANA CA 92707 Tust In, CA 92M Floor Construction Type.... Raised Floor Phone... 714-9na8-0766 Phone.,. (714) 838-1124 6 t o z I ng Percentage......... 16, 3% of f t oor area L I cease. -. Average Glazing 0-factor... a 6 Btulhr-sf-F � Average Glazing SHE....... 0.65 Signed.. �,.,E r4 16 14 Signed.. 4_4 Average Ce I t I ng He i ght..... 8 f t (date) _ (date? - 2 �: J;i2 �lcT BUILDING SHELL. INSUL.AT113N ENFORCEMENT AGENCY Component Fraiae Cavity Sheathing Total Assemb ty Name......w_- Type Type R-value R-vatue R-value U-factor Locat I on/Comments Title... _. Agency.. _ - Roof n/a R-19 R-n/a R-19 0.051 Existing Attic -- - Roof n/a R-30 R-n/a R-30 0.035 New Attic Celt Phone,.. -- - Watt n/a R-0 R-n/a R-E0 0,386 Existing Ext Y Walt n/a R-13 R-n/a R-13 0.088 New Ext Watt Signed.. Door n/a R-0 R-n/a R-0 0.330 Exterior Door (+ate) Ftoor' n/o R-19/ra R-n/a R-19 0.041 New Floor Over F t oor n/a R-0 R-n/a R-�O 0. 097 Existing F tug^ " S I abEdge n/a R-0 R-n/a F24. 720 Covered FENESTRATION Over - Area U- Interior Exterior horW Orientation (sf) Factor SHGC Shad i nog Shading Fins . W i ndow, Front (E) 16.6 0.600 a 650 Standard Standard None Window Left (S) 16.6 Q 600 11650 Stancibrd Standard None Front (E) 110 a 600 a 650 Standard Standard erne WIndDw Front (E) iQ 0 a 570 a 670 Standard Standard None W l nclow Front (E) 110 Q 600 11650 Standard Standard Dane ` Window Front (E) 1&6 Q600 11650Standard Standard tione gCF v >: 4 w ,"m CER FICATE OF COWLIANZ RESIDENTIAL-____.....� Page2 -1R , . . . . . . . .£ .. Project Title . B BARAHONA RES Date 05/27/03 09141131 i MICRIPAS6 v6. 01 File-S0303160 Wth-CTZ08M Program -FORK CF-1R User4-MPO tlsee�-Terry Engineering R -PROPGiSED BARAHONA RES t ON w APPROVI FENESTRATION Over- + Exteri Mks _. ��. g ,.: ..• Rio ,:. . _,. Area U- Interior or Or'-i entat I on (sf) Factor SHGC Shad i ng Shading Fins one k �} 'il irhdow Right (N) 131.5� 0.600 a 650 Standard Starnckrd W i'rntow R { t (N) 13: 5 ill. 600 a 650 Staoxbrd Standard None W t low Back (W) 4.0 a 570 a 670 Standard Standard None Window Left (S) t0 Q 570 a 670 Standard Standard "IL Window Left (S) 6,0 0.600 a 650 Standard Standard None W I ndow Left (S) 14.6 Q 600 a 650 Standord StarWard Nam . ° si � - WIndow Right (N) 15.0 0,600 a 650 Standard Standard 1 i� C Window Right (N) 110 a 600 a 650 Standard. Standard Nolne Window Right (N) 110 Q 600 a SW Standard Standard None Window Right (N) 110 Q 600 0.650 Standard StandardLL Window Back (W) 1a.0 a 600 0.650 Standard Standard 4% Window Left (S) 110 Q 600 11650 Standard Standard DATF...m Window Left (S) 1& 6 Q 600 a 650 Standord Standard Nam HVAC SYSTEMS TRANSFERRE Refrigerant Tested ACCA Equ i pment M i n I must F.harge and Duct Duct Lint Manual Thermostat DATE." .a. TYI� Efficiency a j Airf tow Location R-value tee Leak D T ype 0 y AL REQ � c �� ` " 'T"urrnac a 630 AFUE n/a Attic R--4.2 No No Setdc PLA Boor {p 10, qO EER No Attic R-4, 2 No No SetBuk 771 WATER HEATING SYSTEMS ,�a k `� ON ) Number t ' in Energy Size Insulation i �, Tank ExtoernaCONTACT�, � �' t . 1i 5-1 Tarp T Hewer Type Distribution Type System Factor, (gal) R-vales - ECT Yt;�' k- _._ _.._-.. _ ....... -. ;o 1 �f : Water seater to feet minin m CEC Standards P t c h t Y REMARKS ty U4'L i i .ya €-x'.n,.r E� Hi�R.s:32a'ah 4c S: CxbL`daxii R�9r 9i �aG� �i „ Rh /yP ' r .$ �01i, t q ' s PkIA eaw`b.'ay,:.'W✓...z i,._ '__,,........a,a;,...._.z,_..:....a';,...c.,„.. .szcv,.:,... "1 "' x'# atar fl0�4 1 ��� IY-e �3 �� ',l,."' l c " COMPLETION OF CONSTRUCTIONt CONTRACTOR SHALL OBTAIN CF-fR FWG FROM THE CALIFMIA ENERGY COMMISSION ATI www. energy. ea ggoov/t It te24 (CLICK TO FIND tiESIDENTIAL COMPLIANCE FMZMS) THESE FORMS SHALL BE COMPLETED, SIM AND POSTED ON THE JOB SITE FOR THE PERUSAL i7F THE INSPEC W141 �No. 17014 * E p. -2oa� A" Cfii. F� UJ LL all J ... W §4 , p y, 0 LE 1JL $s f 01 3 g r nY r,v 0 U. �L z i Data '05-27-2003 s� AS NOTED Dram JWS Chedwct JT wit Data &9-27 2003 Job Na =16 Shoot; T -24 IAJ ,UV L_ S Pry 50S� 050 AV C god C� A��TE� 2 ` C. 24rp6 a o i ��.C�iot1 j 2 ' � � D 77 t i (ID 0 obi � 6D AAA`c- 44. P > 3d b W Q -- ,o o 3o S� SOSO 05 F� E: f � \ i O O. s � i t -Q � � r P A L 0,3 0 ?ram t4 sAA 'D6rEcr©(a. _0 O ,h 2LZ k) Z s- ry D '� looatis r Sip. S D o f 6 AJ 01s7-s . < ' a �E je S 14,6 SHALL c64A Pt/ W U O sl. oo �' ■ K=� VAII 0 -r0p PtArES W/ --16 a IJA 1 LS - Ibc�� 6ro D C jaoT FCA%' EA. SIDE Of I4 J C 14" Oc. M#- -rot C z �$ lz j�I r t�)G 1;>% rev... ALL WAlCS Wirt' 2AM1NG J),E TA1 LS GILD �1 DE-TAkL...iF ,X6AL erDF PZR ��oof�,gDy 4t C 'o. X4 FZ� ��f' 2 @> 14 " c/c GONG PA D PRECAST �)4EJes 1. ALL LUMBER SHALE. BE DOUGLAS R OFTHE FOLLOWING GRADES UNLUNLESS- O . RWI MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 16 • REPETITIVE UE MEMBERS STUB STUDS AND PLATES JOISTS AND RAFTERS 2 X 4 TO 4 X 4 INCLUSIVE NO. 2 X 6 TO 3 X 16 INCLUSIVE NO. SINGLE V E'MEMBERS BEAMS NO. 2 4x 6 X OR LARGER NQ. 1 POSTS AND MULLIONS 4 X 4 & SMALLER NO. 2 4 X 6 & LARGER NO. 2 6 X 6 & LARGER NO. 1 MISCELLANEOUS LUMBER BLOCKING, FURRING, ETC. NO. 3 DECKING AND SHEATHING 2X, 3X, 4X CQMM'L. DEX. 2, ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH GRADING AND DRESSING RULES 116 OF THE WEST COAST LUMBERMAN'S ASSOCIATION. 3 . ALL WOOD BEARING ON CONCRETE OR MASONRY IF Iv QZ E LESS THAN 4'-0" ABOVE GRADE SHALL BE PRESSURE TREATED DOUGLAS FIR. 4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-74. 5. STRUCTURAL MEMBERS SMALL NOT BE CUT FOR. PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. 6. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN. JOISTS OR RAFTERS 0 ALL SUPPORTS. 7. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER. S. ALL BOLTS BLEARING ON WOOD SHALL HAVE MASHERS UNDER HEAD AND/OR NUT. SEE SCHEDULE. 9. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLASTER, PLYWOOD, ETC. 10. CROSS BRIDGING SHALL BE PROVIDED 0 8'-0" Q.C. MAX. FOR -ALL JOISTS AND RAFTERS MORE,.TN N 8" IN DEPTH USE 2 X 3 OR AN APPROVED METAL TYPE BRIDGING. 11. PROVIDE 1 X S DIAG. LET -IN BRACING (AT • APPROX. 45 DEGREES) EVERY 25'-0" IN ALL STUD WALLS NOT SHEATHED. BRACE SHALL RUN' CONT. FROM TOP PLATE TO SILL PLATE. -12. ATTACH 2X NAILERS TO STRUCTURAL STEEL WITH 5/$" DIAMETER BOLTS 0 41-0" O.C. FOR ATTACHMENT -OF FINISH NOTED AND SHOWN ON ARCHITECTURAL DRAWINGS. 13. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR' COMB. 24F (Fb" 2400 PSI , Fv" 165 PS i , E=1800000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE UNLESS OTHERWISE NOTED. 14. CERTIFICATE OF. INSPECTION FOR EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED TO AND APPROYED BY THE BLDG. DEPT, PR I OR TO ERECTION. ERAM I NG NOTES, , RQQF 5HEATH1NGt 1/2" STANDARD PLYWOOD SHEATHING INDEX NO. 24/0 WITH EXTERIOR.GLUE. USE 8d NAILS AT 6" O.C. AT ALL PLYWOOD EDGES, BOUNDAR I ES, AND SHEAR WALLS, 12" O.C. FIELD. NO BLOCKING UNLESS NOTED ON PLANS. FLOOR SHEATHINGt 5/8" STRUCTURAL I T&G PLYWOOD SHEATHING INDEX NO 32/16 WITH EXTERIOR GLUE. USE 10d NAILS AT 6" O.C. AT ALL PLYWOOD EDGES, ES, AND SHEAR WALLS, 10O.C. FIELD. NO BLOCKING UNLESS NOTED ON PLANS, NOTES 1. 3 OR MORE MULTIPLE JOISTS •SHALL BE BOLTED TOGETHER WITH 1 /2" D I AMETI R BOLTS 8- 24" O.C. STAGGERED. RE -TIGHTEN BOLTS PRIOR TO APPLYING FINISH MATERIAL. 2, ALL NON -BEARING BALLOON FRAMED WALLS EXCEEDING 141-0" IN HEIGHT AND NOT .SUPPORTED BY CEILING G' JOISTS AT EITHER SIDE SHALL BE FRAMED WITH 2X6 STUD 0 16" O.C. ( NOT TO EXCEED 20' -0") . BEARING WALLS SHALL BE FRAMED IN ACCORDANCE WITH. TABLE NO. 25-R-3 , 1989 U.B.C. 3. STUD WALLS (EXCEPT CRIPPLE WALLS AT RAISED WOOD FLOORS) SUPPORTING TWO FLOORS AND A ROOF SHALL BE FRAMED WITH 2X6 OR 3X4 STUDS AT 16" O.C. 4. PROVIDE DOUBLE FLOOR JOIST UNDER ALL PARALLEL NON -BEARING PARTITIONS. 5• PROVIDE CONT. BLOCKING BETWEEN FLOOR JOISTS UNDER ALL BEARING WALLS. $. CEILING JOISTS SHALL BE 2X6 0 16" O.C. (MAX. SPAN" 14'-1"). -THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED OR .DETAILED. -TYP® NAILS SHALL BE BOX OR COMMON WIRE NAILS_ SPECIFICALLY DETAILED CONNECTIONS SHALL BE COMMON WIRE NAILS. - JOISTS OR RAFTERS TO SIDES OR STUDS-8" DEPTH OR LESS 3-16d FOR EACH ADDITIONAL 4" IN DEPTH. 1-16d JOISTS OR RAFTERS AT ALL BEARING -TOE NAILS EACH SIDE 3-8d - STUDS TO BEARING -TOE NAILS:. EACH SIDE 2-8d - BLOCKING BETWEEN JOISTS OR RAFTERS TO JOISTS OR RAFTERS -TOE NAILS EA. SIDE, EA. END. 2-10d TO JOISTS OR RAFTER SEARfNGS-TOE NAILS EA. SIDE 2- 10d - BLOCKING BETWEEN STUDS • EACH END -TOE NAILS 2-10d END NAILS 2-16d - PROGRESSIVE BLOCKING RAFTER TO BLOCK & BLOCK TO CONT. NAILER 2-16d - MULTIPLE STUDS (STAGGER FOR STUDS WIDER THAP' 4") i 6d -24 "O. C. - RIBBON TO STUDS 1" X RIBBON 2" X RIBBON 2-8d - DOUBLE TOP PLATES 2-16d LOWER PLATE TO TOP OF STUD 2-16d UPPER TO LOWER PLATE SPLICE (4'-0" MIN) EA. 16d -16 "0. C. SIDE OF BUTT IN TOP PLATE 6-16d UPPER TO LOVER PLATE 0 INTERSECTIONS - CEILING STRIPS 3-16d 1 X 4 PER BEARING (STRONGHOLD TYPE) 2 X 3 PER BEARING (STRONGHOLD 2-8d TYPE) - PLYWOOD NAILING -SEE DETAILS 1-I6d AND/OR SCHEDULE - BUILT-UP BEAMS 20d -32" TOP AND BOTTOM STAGGERED - 1 X 6 LET IN BRACES, EACH 2-20d 0 END BEARING. PRE -DRILL HOLES FOR NAILS ALL CONNECTING HARDWARE, STRAPS, ETC., SHALL, BE S I MPSONJOIST "STRONG -TIE" I E" GERSt UN T I E OTHERWISE NOTED OR SHOWN. LESS r t'