Loading...
HomeMy WebLinkAbout10147669.pdf-12 - I - k rnin i r-w wn %.#L.=mnrnin i wwwn. a MM go M17 M EM M I +4 U ec,-t Tb Th" PERNIF T'YiDE: EI-ECT PLBG Rei nf!r--t i nig EL`11,,'D11-1,'JE1U IE""H GR A D! N G i L nx R 0 U P f FR- -FYPE C �y ,.az. S EDI b I I,( �j 6,,S ZONE GradMg Pen�ft _70NEECEO "FIR REOD NO El County of Crang-i'' Heza.11th Depai-Iment i Ca:>1910SHA PLANNING DIVI-SION U 8 ZA— L C 2 5 M DOW ST U VIR Oil ED F G,, T "ITE F"M a ARsTw` ME,-` ED F -R V-:,,Z-;CHAh.!-1CAL PLANS To,"ils &all, of Olaras and specifications must be kept on the job at PLAMNE. all Umes and it is unlaveful to make any changes of ;M.!,srafions on same without viritten permission from the DATE: CiAna. �y of Santa The acceptarnce of this plan and specifications SHALL NOT 11 ARANSFERRE, hat'd to permit nor be &n approval of the vioiation of any DA f E: provisions of ANY City Ordinance or State Law. PLANDUNTG FR' "Ai IR E Q Ull. R E,, Accepted By ft R a W1 a A --------------- N'T,4 110 1 AC*r MONE (714) 66,57-2700, Date ls;susd A1,11 Matezia to MW M ii 01 e, V, ,Z Mi9ViSIONS "By QPA' % OAT s SC, L JOB N . m OF SHEETS V NOT APPLICABLE FOR TILE ROOF CONNECTIONI.' joisT TO SILL OR GIRDER, TOE NAIL 3-8d 1. All CONSTRUCTION AND QUALITY OF MATERIALS SHALL CONFORM TO THE 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d2-8d 3. SUBFLOOR TO JOIST, FACE NAIL UBC. ix6 FACE NAIL 3-8d 4. WIDER THAN Ix6 SUBFLOOR TO JOIST, 2-16d 2" * ALL MATERIAL FROM FOOTING EXCAVATION TO BE REMOVED AND SHOULD PLATE TO JOIST OR BLKG,, FACE MAIL 5. 2 INCHES SUBFLOOR OR JOIST OR BLOCKING, FACE NAIL 16d 016o.c. NOT BE USED UNDER THE SLAB ON GRADE. . 6. SOLE SOLE PLATE TO JOIST OR BLKG. 0 BRACED WALL PANELS 3-16d0I 6%.c. 3, ANCHOR BOLTS. DOWELS, INSERT S, FTC., SHALL BE SECURELY TIED IN 7. TOP PLATE TO STUD, END NAIL 2-16d 8. STUD TO SOLE PLATE, END MAIL 4-8d'�.'hENAILS OR 2-16d, END NAIL T PLACE PRIOR To POURING CONCRETE. FACE MAIL 16d 024'o.c. 9. DOUBLE STUDS, 16d 016'o.c. 4. FULLY DIMENSIONED PLOT PLAN SHOWING EXISTING BUILDING MUST BE 10.DOUBLE TOP PLATES, FACE NAIL 8-16d DOUBLE TOP PLATE 0 LAP SPLICE 1_2 PROVIDED, 11. BLACKINGS BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-8d 5. SIDE OF RAFTER, BEAM, POST AND FOOTING SHALL BE DETERMINED BY 8d 06'o.c. 12. RIM JOIST TO TOP PLATE, TOE NAIL FACE NAIL 2-16d 13. TOP PLATES, LAPS AND INTERSECTIONS, FAALONG -7 THE DEPARTMENT BY THE INFORMATION ON PLOT PLAN. 14,CONTINUOS HEADER, 2 PIECES 16d 0 Wo.c. EACH EDGE STRUCTURAL NOTES: , TOE NAIL 3-8d 15. CEILING JOIST TO PLATE, TOE NAIL 4-80 16.CONTINUOS HEADER TO 1­� 1! 17.CEILING JOIST LAP OVER PARTITION, FACE NAIL 3-16d 3-16d CONCRETE, 18. CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-8d 1. ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE 0 28 DAYS SHAH BE 19.RAF7ER TO PLATE, TOE MAIL TO EACH STUD & PLATE, FACE NAIL 2-8d is 4 2500 pxf. CONCERT SHALL BE A 5 SACK READY MIX OR MACHINE MIXED AND NOT MORE THAN 4 PARTS 3/4- 20.1 INCHES x BRACE 2-8d H BEARING, FACE NAIL 21.lx8 SHEATHING OR LESS TO EACH 3-8d I; I WITH 1 PART CEMENT, 1 PART SAND GRAVEL WATER CONTENT SHAH NOT EXCEED 7.5 GALLONS PER SACK OF FACE NAIL 22,WIDER THAN tx8 SHEATHING TO EACH BEARING, 16d 02-4'o.c. CEMENT. 23.BUILT-Up CORNER STUDS 24.SUILT-UP GIRDER AND BE -AM 20d 032' o.c. a TOP & BOT. AND STAGGERED 2-20d 0 EACH ENDS 'T 2, ALL REINFORCING STEEL TO CONFORM TO ASTM A-615 GRADE 4.0. AND 0 EACH SPLICE LUM6ER, 25.7 INCHES PLANKS 2-16d 0 4ioch bearing 1. A" STRUCTURAL LUMBER TO BE DOUGLAS FIR - LARCH OR REDWOOD 26.W000 STRUCTURAL PANELS & PARTICLE BOARD (6 INCHES EDGE & 12 INCHES FIELD) (ROUGH SAWN OR S4S): A. GRADE §2 OR BETTER FOR AH 2x JOISTS/ RAFTERS/ I EDGERS. 6d 1/2 INCH AND LESS 8d B. GRADE #1 OR BETTER FOR 4x OR LARGER BEAMS AND POSTS. 19/52 - 3/4 INCH 10d C. CONSTRUCTION GRADE OR BETTER FOR STUDS, PLATES, SILLS & 7/8 - I INCH 10d 1-1/8 - 1-1/4 INCHES BLOCKINGS. 27. PANEL SIDING TO FRAMING (CORROSION --RESISTANT SIDING NAILS) 2. WOOD USED IN CONSTRUCTION OF PERMANENT STRUCTURE AND LOCATED 6d 1/2 INCH AND LESS 8d HEAR THAN S' TO EARTH SHALL BE TREATED WOOD OR REDWOOD. 5/8 INCH HARDWARE, . 28, FIBER BOARD SHEATHING 6d I /2 INCH AND LESS 1. BOLT HODS SHAH BE DRILLED OR PUNCHED. SIZE HOLES 1/16- (MAX) 8d 25/32 INCH LARGER IN DIAMETER THAN THE NOMINAL SIZE OF BOLT USED. 29.114TERIOR PANELING 4d 2. ALL HARDWARE CONNECTORS (NAILS', BOLTS, ETC. ) EXPOSED TO WEATHER 1/4 INCH 6d3/8 INCH SHALL BE OF GALVANIZED, 1. COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED 3. A METAL PLATE. METAL STRAP OR WASHER NOT LESS THAN STANDARD .CUT WASHER SHALL BE BETWEEN THE WOOD AND BOLTS HEAD AND BETWEEN 2. FOR ALL PANEL NAILING: NAIL 0 6 INCHES O.C., INTERMEDIATE SUPPORT 0 ALL SUPPORTS WHERE SPANS 0, EDGES 12 INCHES THE WOOD AND THE NUT. EXCEPT 6 INCHES O.C. 0 ARE 48 INCHES ;OR MORE. ...... .. ....... . . . . . . . . . . . . . N 4. s 7 7777777'7­777 7 .......... ... If PLArt ®s cur rom %p► �j .......... '%A P v-.c 1-5 eno k4/,0j 1 -Ir Hkot 614 kxv or' 1�. &4_rw__A Ili I [A EH F=FR ,0WlArlHCp SrA I to rvv I Irq 9,CAVI"Cy A%4 4 - It 0 4,VD R rl rlolev-r StA A P I 4e tell# 40 0 v of ex "L Lr 44 4 Il A 44 4 4 4st 4 SPAN 46 ro 8 C.0.4 H OH 1DO&F /-0 rryo AAAC4 Ad al *Af rA I.A4 M I A 11 rl " '6 o r 'r*4 ro ro A C 4e 4F o4l C H 0.- ),V.4 4 4 ffir 25 L ".0 4rjY 4jf'jN p A� D fROA4 Alit JOLA rl CIO p UA CJJI(j Z bs rE /NCO p r=ri rwm�_r % T . ...... It PIAW W1 A44IN It VW w W/o -sol MAI dw "Wg 44W AlA.44; .raw, ruo i A 10* A 0 L r L Z-14070007 L owe Amaw, 90Vf ArYA F00H0/0, Ap AWS V42W Atr Jim alwk -..A -e Me *40 I pill SruDS. 4*qo At 0/-po A.& A A_ AftV.&AMW WALL FRAMING DETAIL IK. &W W004 fjAlft Cr " -MO pCVW pv I* svo (all fi f a 040 dd W *w Omer "mCv,.s 114 Alm A."VA109 VwrpAg*.'41 n,04L, 11- 09 Tt%6 V& TAJL WO 0*0 V MUO rftlra APPWAl- Ilk. 'Opru 5&_ AFAE 4 'HOOM; F PaTT `r 6/ fly 4 F LAT LevK:::m- r6 NoTt//H NfO Fl�,ST 2,x 4 PIK,, ACV T r�A-T C L JN Loo 0 1 Pot- 40 0 L 461 Li Aos? jr� u vol DRAWN CHECKED DATE, SCALE Joe No. GINGET OF z OHEET 1 U K 1 !: -. # 9"T."Vii, W 111114#111 lost- ro I I I J^VTtT*K#NjT 777 To ;'11 4 V1 r,�A I&SI ItV U111 7N 71 L:4 X, MCI 0 AIVA 91 W_ ri TAIT 1:7111-11 -J1 I OV! L-1, 1 - 2AZ AfE K7. ORO 44 I W71 KtT -fl 111 I'T 7; .71 T7 rl- 17 f T T V: I t:�T oToi4 17- TTro T HIT A.:J M tit ylyll F. 7 6 it # Can Z­R" '0 T4 QFrF'1511 .-Kol TO tit. IL vTV r I IR 0W.11111V f-I ............. MUNI oil OWN 77 fxNTS. WMX RFM QFxQW lIY 139QU189MO ENI. Upon Completion of installation of wo ceitingsl *so, floor insulation, the installer shall ooto signe in a conspicuous o on In the qg a Cgrtifi d by theffistaller stating Sg.1 All security provisions as per the last edition of CBC shQ be included into construction of this project, but are not Wydod to the following requirements. that Insulation has been Installed n confooMice with the Plans and tho req,41romenI of Title 24, Part 6, of, the State of 041100mW J�Aergy Code. The cortificate shall Sg 2. An entry doors shall be proviI with a door viewer, viow port of viewing window. Such view window shall be fully tempered glass. the Manufacturer's name and mOgdab WapNOW'n and the R-yalue. FEW. The builder shall provide the building owner Slinglo swing -door, the active lost of a of the he., ng, cooling, water heater, and pwi of doors, and the bottom leaf of Dutch doors shall be equipped with a cleaI and-dea0locking latch. The 4eadbolt and Ughft system and featur", ampow , 0 wW mechanical devices, conseryofion,gr solar devices Ingtalled In the building and ft *ojp on o 00.100 � * , . , abUo h. W to 400 them effl. y. latch may be activated by one took " 4U*10ual looks. The lock or loom EN3. All heating Oystamsohall, have- An 4WOMWO th OM. iost$ i . with a clock mechanism which the shall be key -operated from the exterW " of the door and operated from the interior side by a device *ich 0-w nO requ Building Occupant can ma Ruilally promm to oa9k the the ano tat set 00 a key, or special knowledge of effort to operate. point at least two period$ within 24 hmirs. ion of one of the followings# FE N-4. Lighting Installed to meet the w4nimum ofk*cy requirementsohall not contain maclipm 694. Swjnging doors shall be of constmco bass Incandescont. lamp $00k*1 4 W, "100 a" "A WOW *witch@* from a, ()y 1. Solid Core doors not less th4n 1-3/8 Inches In thickness. Z Hopow core doors of door$ Im than 1.3/$ inchosin thickness either of which inciindesce"t lighting. are covered on the in 9 f4ce age 001 W r ENS. All incandescon I lighting deara ce insulation cover by YL 4 yo 109 I#Oor%ary. m_W.,Q*.,0d �rgft .W,.,V 0 6 maximun center around *9 porimMer so I' bV the ICB0. 3. Wood panel type door with panel tWcated of lumber not les than 9/16 inch thickness, Provide shaped ENO. All fan"systems, regardless of volumotric capacity, that exhaust air from the building to Me. . � portloris offt panels aro not less than 1/4 Inoti thick. Individual panel shall not exceed 300 sq.in. in ores. Soles and (ads shall be of outside sh 11 be provided with bVA OMA or autamati;; dampers a , . prevent air lqokoge. solid lumber with overall dimension of not less than I-3J8 Inches In thickness EN7. All manufactured fenestration products shall cmply with the following: ifom QWqMA* ) a. Shall be listed In Cob la 9 Awq y rta and 3 inches in width. Mullions shag be considered a part of adjacent pariels b. Shall -be corti i d for overall U-40oo, unless sized heroin for stiles 4W rab, except mullions over Ifl inches long May have as overall width of Im than 2 Inches. Carved areas shall have a thickness of C. shall have a temporary not to be remoyeO prior to OulWinq imspection by the not less than 318 inch dime io once pW**, d city Building Divislon" I which $tates the 0000011 0-value. rtp a4l OW nized industry Oo. in repog J 0. Shall havo-a perm one ot 14t* *v. V #0 0-10 0. f jog Organization arW the standards may be utilized. y Sg 5. 1200B §Ige§ Door stops of in -swinging door sOW be of one piece construction with rating propeo.4ro ENO. Doors, jo Ints ano-;;ers openings in t a of air the jamb, or joined by rabbet of the jamb.. me wwwo.onvelope that aro potentialsourc@ Leakage shWl be caulk A of other lim. 4 $96, MGM: All On-tYpe hinges Which . o cured _$44A o8ow , POW, Win $08led to am . acessible from the outside the se area inm ex filtration. i Q . . � ation and when the door Is.closed shall have am romovable hinge pins, In additi n they shall EN9. Any appliance for which thero Is a CoWarmia a blishe. d in the appliance, no _Sta have a minimum V4" diameter Aael Jomb stud - YV minimum protection unless the .0 hinges are shaped to prevent mmoval of the door if the -hinge pins are removed. efficiency standards. may be InstolloO only,if Vp ownuf4pWrar has certified to the W 7.4 1 MEL "T: The strike pW" for'h#ches commission ..as 6ped*Qod In those i0pi - ith the and the holding,device f9r protecting that #is appliances complies w applicable standvO for that appliance, ir . 440ed am air conditioners, central air dead,bolts in wood constructibn shall be securod,to the jamb and the wall'troming with conciltioning heat pump shall hay.# b"n to the Oa *fomla Enor a be ,h , gy QoMmiolo screw not less, than 2-1/2 inches la length'. 0 Manufacturer to coMply with ft opplimm eloOancy, sta d Rn-WARM Cylinclor guoWs shall be installed. on all cylinder looks p rldan . EN19. All masonry and factory -built fireplao-" I or Q1 olo mote. Was oar co varing enever the CON face of U.W 0 or pro tho ,led W Is b@YW oar or is otherwise -accessible to gripping tools. t e entirs opening pf fire box. MIT All. comOustion alir iptake to draw air #am the ouo' b y lot . e fireplace 41 Go o th uJW1AQ ire 4.g 9. [JEADSOLT: Deadbolt shall contain hardened inserts to repel outhing tools. A straight Firebox is required . The comNsWo 10*9 4*11 be at 10ag , r. I aiva and �ah deadbolt shall have a min. throw of 1 inch and an embed w., at of not l000 than 5/0 n all be equip i 'a -A pod with readily acoosalble, apw.". aW tW,*.10n.0 .1ampor or. w-m-b4§11on ir Inch into the holding device roceiing the Jec 0 pro . t@0. OoK. coniml dovice. 00 MP-IlRfor 4910. GLAZING: Glazed openings within 40 inche� of the required locking device of the 44400M I. M-Owl-M 0"10. po 9X01M A- #replace I=tod, an i re sto op graO -4 9,or and door, When the door is In the dosed pq$ltlon, shall be fully tom .0 glass or ENIZ AN Jnf*60Q'W*nt lighting Nurs ro _1 pot on and o4odor w, 11 ed burglary resistant matwWi, or shag, be proWoW. by W. I, screens or Into ImMitod cOng 4hall be 4pmvW for approv M9t41 .. M grids having a maximum opeolp Zoro-olearainoe in$ on coVar (10) by UW*ANdt4r 1,40fat0ligg Or Other t0AIRg/ratinQ Igof 2, Inches. OM- Sliding do Labomtodos- Rec4goize by the �*Matww. c4obraoca of awwIng oftals (IC40). §E 11. SLIDING - 0 or* anid W*.* 'soall be equipped as follows: . # ws ha wice. EN13. AD now g194no shall comply w4h ftm**. of the US Qop$umor Produas 8$$y CWit voroved locking do 2. With a device in the upW channel of the moving panel to prohibit raising'and Commission. . Mpufacturw to o4pply CoNcato 9f COMON4000 tQ QW00r. EN14. adatool M EnoroiCalculsodons. removing of the moving panel in the dosed or partially open position. ­ a . .1 - 'All rior wall shall have R-13 bat.insulotion 3. The locking device installed In v4ndows and doors providing emergency 0areSS tqQ 4. All coiling or conditionod al0c aire# shell havie'R-30 bat. insulation. shall be open or r#1"40 ftm Ow. k6s1W )ut # us 011 4 ko .1 or with; w , q0 f _y All ral4o.0 c. floor over uncondi d excessive force. _00n6. voce shall have R 1,1 bat insulation d. Water -heaters shall hav# R,42. Extemal Unk In* wl4tion- See Plumbing, P4. �Jl glazing within a 24 Inch arc of either vertical edge of a door and within 60 inches e. All windows glax-ing MOO of the floor shall be temperod, C8025064(0). I _e - -U*0,40 m4g. SH60i 0.30 f. All a4o be _#" ,dor oponing to wp d yf#h appr, m -ria ng shall comply with Standa(d of the U.S. Consumer Product Safety now glazi Commission, Manufacturer QW prow*. CortificsofComplim- w r Mi. �ften a compartment or space for a domestic clothes dryer is provided, a minimum 4* diameter moisture exhausted duct of 4pproved material shall be installed In accordance with UMC Section 504 and %*. Door $ lowWry roo ave _ms $hall h 100 sq In min. opening for dryer make-up air.UMO Sac WS. ,2. Moisture exhaLAed ducts shall taiminate on the outside of the building and shall be ulppod withback-draft do MI Ocrow.. shall not bo Inolled at the d uat termination. Duds for exhausting clothes ftws sW rA be connoo.od or Installed with sheet metal or others. fasteners whWh wi.4 o U034 the fWW. C#ft r moisture ex. h&4.9 .00 dryo ducts shall not oxtand into or OwauO *4 e QQQWQ Ogg awwirgro M4. Domestic free standing or Mi t-in ranges shallhave a vertical c4earance above the cooking top of not less than 30" to unprotectod co, m-bustible material. W hen the underside of such combustible material is protoo _W by a metal venW nee sh 11 be ghood, the dista not less than 24 . [CMC 509.0 1 NAILING SCHEDULE M5. The minimum horizontal distance from the center of the bumers heads of a top (or surface) wking unit to adjacent vertlo* com04000 surfaciie4onding immediately above the ci%inter top sh all be aA least to _0 0 by We perma nt w the m ip-a V, I od no m on u. t CONNECTION' NAILING* uArguaigutp. MWI§ -joist to sill or, girder, toenail 3-8d 10. An en4ironmental air ducts Is any used for conveying air temperatures nor exceeding 260 2-8d 1 x6" or narrower subfloor to each )ist, face nail Degrees to or from occupied. arw If any occupancy through other than hea oning systems such its voiWatim for human usage fing or air- 1 131X811 or wider subfloor to each joist, face nail 3-8d concliti s, domestic kitchen range*, exhaust, bathroom exhaust du*, W domestio-typs clothes dryers, exhaust 'duets. 2" subfloor to joist or girder, blind and face nail -16 WIT EnvVonmental air ducts shall be su I l6d@16) _bO y airtight. Exhaust ducts shall terminate ou Sol -. plate to joist or bloc. king, typical face nail oc tside the building and shag be oqWVW mpe s Mo. Ducts use with. b", -4mft cla r Sole plate to joist or blocking, at braced wall panels 3-16d per 16" d fordomestic klitchea rar o ventilation and domestic clothes dryers shall be of metal and shall have smooth intedor wrlace. Approved Aexi*Wq� duct connectors not ore Top plate to stud, end nail 2-16d 01 In length may be used in.conr*4on v*.h domestic dryer ekhausti, Flexible ducts and Stud,to sole plate, toenail 4-8d connectors shall not be conce" within constructloo Sa "a throom . nd laundry room Stud to sole plate, end nail 2-16d exhaust ducts may be of gypsum waill Word subjoctto the limitaptiono of UNI action $01. Exhaust ducts no e4end Into or .1 OaModiAOs _Rums. Double studs, face nail 16d @ 24�� oc Or pW ou e P-P S pica ace nai 16d @ 16" oc MO. VV W-air heating system *With all requirements of UMG Chapter 3, 7, and 8. Doubled top plates, lap splice 8-16d M10. There shall be a positive separation bo*..W a ters to 3-8d cQmWWoo ai n Blocking between joists or raf d outside or.rotum Or from blower- type lieating systems. Rim joist to top plate, toenail 8d P, 611 oc 1. Ou tside or return air for a hssOv system "I not bo t4Wo from any of the following lo;Oons:. Top plates, laps and intersections, face nail 2-16d Closer than 10 1 from appkames vent o4alat, a vent op -Eontinuous header, two . . 1 16 @ 16 oc ea,,h edge aning or a plumbing )ieces drainage System or dw dschwW oidW of 40 oxh&W fen, w*,ss tho oultlet is Continuous header to stud, toenail 4�83d 31 above the Outsh*sk kiW 3-8d 2. From a room of SPUV NOW myfikol-Owift a oes tharkpin except as Ceiling joists to plate, toenail patmitted in UMC Ch Ceili rag joists, aps over p 3-16d 4pW 7. artitions, face nail 3-16d Ceiling joists to parallel rafters, face nail Aaig Eurna.ce. egul=20: 3-8d U12. Aft,furnace shall be installed in accordance with UMC Section 319: Rafter to plate, toenail 16d @ 24 oc Built-up comer studs -3, An attic or furred space in which a wanwair fumace is installed shall be accessible by an Ing and passageway as large Qp the open a 4qeo.t piece of the furnace 41nd in 11 C450 W 20d @ 32 oc Built-up girder and beams, top and bottom than 30"x 30u, continuous from the opening to the furnace and As cQn.trols.. - Built-up gird r and beams, ends and each splice 2-20d staggered U14. The distance from the passagewa y &cc ags to furnace s m asured Wl no , J oxcAW 2Q1 e Moog the center line of the pa6sagow Wood tructural panels 61, oc. edges & . sy. The passageway #hall bo 4hoWtructied and .oil have continuous solid flo, AN a,4 Im a a.," opening to Subfloor and wall sheathing to framing 12" field (typ.) . % , t h, n 4,4 th the furnace. .MIA. Unless the furnace can be service from the required access opening, a level wQrking 51 6d common platform not le�ys than 30* in depth 09 be provided in front of the entire firebox side of 1/2 or less the warm -air furnace, and if the fumoce temperature-lirrig co 11 11), 8d common, ntrol, -air ft I - or, f uo controA 19/32 v4dve, vent collar or air-handin -viceab t w Ito from the f $!do of he 1 Od conimon s is no sor .1repox 1 1/8" '/4" furnace$ a contin us floor rA Im Uw- 24" to width shall be provided from the 0.4001 M. in front of the frebox side of the hwnm* to vW In front of this equipment. Roof sheathing 8d common M16. A permanent electric outlet and III; Axture controllecl by 4 switch located at the required passageway opening shall be provided at or near the fumace.. MI 7. All ducts in aftic shall have insuL as required ation with* a min R-value of 4.2 or higher level in Table% of CIVIC. Common or box nails unless noted otherwise jM1$. Provide dbi joist bellow support unit. Use seismic braces or anchor unit to platform. cLO Tims DAY wei�iA O'ST DUCT IS UMMD TO 14' &-ftff THIS LMQrJJ BY 21 FOR WH ELBOW WITH 2 EL80141i' Of TWO ffiU43*2), Im EXCESS ......... BROILER VhffTS S)i0W` DEI:'JLS FOR OPEN TOP PAG OF EXHAUST SYSTEMIDUCTMOOD11 HOURSHAFT WHEN 2741-4.6 �FjWgTRA-t,�)qG A CEILING OR FLOORf - "7.- z! Q tw- LlBL. TOP P1,ATE g 10 t 1$ 22 2IBM., BEE PLANI 3-- SIflPSClN ST235 g 1—HIP OR VALLEIP PER PLAN 2 �« POST, .SEE PLAN RIDGE. BOARD OR BEAM PER PLAN 3-� SLOPED AND SKEWED HANGER 5— TYP. STUD .- RED TOP 'OF RIDGE TO ROOF' r— ww...�..........w. ._ .:. M.. ... �.. �. ....., .� 6-- i6d's 12,> O.C. :. ..: °'� . `�� '4. 9 i0 STAGG. EA. . SIDE T4 �yiT{ ... «.. «,+ .« ... ...... ...p ........IT 4Vm7T; Ai`5B M#B4s$ii. T PLATE # t "fSt'Si EA. SIDE OF S#MPSOtfZ.S'(3 EA. �srl~?E TO i3�8r. I t I SEAM - TOP PLATE . ` off I I I # I f TYPICAL POST TO ?"' 86LfC`fi OR RIM JOIST PLAN VIEW 0 RIDGE' 7- POST OR CORNER 5TUi3 2T 8- HEEL CUT HIP / VALLEY AT WALE. # # i I I I 8- (3)16d TOE NAILS,EA. EA. SIDE i i I I I# 2 SILL. PL. CONN. (3) 8d T� NAILS TO TOP PLATE m 16 23 ` I i 1 # # I # I 9-- A34 EA. SIDE " OF POST 10Ia- 2x MD5 ° 0-- 2X SILL PLATE ' #a- 2X LEDGER a 16 1� I # I # # I IP42�i �27 i 24 11- , SOLID SLK'G 2 4 12-� ROOF SHrG 20 1 r r r r '12 (5) 16d'S 13— EDGE MAILING #; I I it 2 14- R/R PER PLAN €5 4 �' I I _ �. # _, .., 15- (3) 'l6d'S EA. STUD (U.N.O.) L., ,� ... . r �. L.. _. .,..._ I I r w.i 16--APPROVED APPROVED HANGERS 1 (3}. &d a a ; # # I I- I I 1 TOE NAILS PER RAFTER FOR SPAN . 12 19 17 20 # 1 # I # # I # # # # ELEVA'RC?N 17- 5IMPSON OF 8.5ft. _ 5` AT 4&' O.C. otI II Id i II • Qfi If fl # II 12 t0' Oil I 6.. 1. 4 $ 9 � it I I I 5 FLUSH BEAM DROPPED BEAM 3 WALL. FRAMING ELEVAMN 1 AT WALi.. PLAN 0 WALL 1 30 25 3 29 1— TOP SLAB OR FOUNDATION 10— TOP PLATE SPLICES TO 22-� PLYWOOD SHEAR PAN (DO 4 � 0 OF WALL. PER PLAN OCCUR DIRECTLY ABOVE PER PLAN � 2 -•» ANCHOR BOLTS PER -PLAN; STUD OR POST & SHALL 23-- TRIMMER SHEAR PANEL t 9 8 2 1 31 MAX. SPACING: 72•' .0/c LAP MIN. " PER P ®o o a • o a ° • o a a ® 4 � WMIiHfIV 12'• OF Sfil.. ENDS: 1t-- (2) 16a END NAILS f�A, SIDE 24'-•' #�'OS'i END OF SHEAR MIN. (2)- A.S.'S PER PIECE JOINT W SPICE LAPS & PANEL PER PLAN ' OF SILL PLATE (U.N.O.). INTERSECTING PARTITIONS 25-� SHEAR PANiEL. EDGE NA11:0 � 5 DROPPED SEAM 3-- 2X SILL PLATE; 12 2X BLOCKING AS REQUIRED PER SCHEDULE 4- ZX STUDS 't6" O.C. U.N.Ow, PER U.�.C. 26-- SHEAR PANEL. FIEND NAIL'G 13-- OPENING WHERE OCCURS PER SCHEDULE � EL�YATION 3 6 w/ (2) 1f�d END NAILS OR _ 6 4- 8d TOE MAILS EA. END 14" 2X TRIMMER W/ 16d 1Z' 27-�- USE 3X STUD 0 PANEL � i .3 CORNER STUDS �, WAL.L. TO TOP & SILL PLATES O/C STAGGERED TO KING JOINT IF SHEAR PANEL. � 42 13 INTERSECTION 5-- CORNER STUDS OR POST STUD U.N.O. EDGE NAILING IS SPACED 14 s PER PLAN 15- 2X KIN P STUD, USE DBL. 2•' O.C.. STAGGER .NAILS DROPPED BEAM EL•E'VAiI{3�1 6-r (2) 2X TOP PLATE, NAILED KING STUD *OPENINGS 28-- EXTEND PLYWOOD ABOVEa a TOGETHER WM% 36d 16 ` OVER 8 = V' WIDE, U.N.O. TOP PLATE IF INDICATEDON q. �, Z6i O/C U.N.O.16-- HEADER PER PLAIN PLAN OR DETAILS ?' 1 �12 26 17- CRIPPLE STUDS 1&' 29w-" HOLDOWN OR POST ANCHOR ; 13 1tf 7 AS A TEMPORARY BRACING. USE O/C U.N.O.PER PLAN � 5 14 2 i7 22 22 1X4 OR 1X6 DIAGONIAL. LET -IN 1S-- ATTACH HEADER TO 30-- INSTALL POST ANCHOR PER RA TO VALLEY t4 12 16 BRACE 0 EA. CORNER (OR TRIMMER & KINDSTUD T � / PLAN ON OUTSIDE FACE OF 3D 3 NEAR THE CORNER & fi! SIM SON A3 PLYWOOD SHEAR PANELFLUSH SEAM �: MAX. 25' IN7MVALi, AL.T SINGS OVER 1t3 =r(}" U.N.O. O o 0 o iS 25 2 WIDE (U.N.O.) 31- NAIL CORNER BSc MUL11P SIMPSUN W 3 STRAPS. 19-- 2X WINDOW SILL U.N.O. STUDS TOGETHER W/ .1 1F • AILBINSTALLEDAC IN. FAIRS 20 - (2)16d FACE NAILS OR (3) 12" O/C STAGGERED 6--...�. 0 8-.. NAZI BRACE TO PLATES. . 4%0STUDS. & BLOCKING W/ (2) 8d -TOE NAILS U.N.O. � 8 1 # 1 t4 #5 1� 8d * EA. MrO 21- (2) 96d END NAILS PER Z' 9�- MIN. 5® MAX. 600; BRACE OF HEADER. DEP D-t Rt�4�' ra WALL 1 Ul. 22 24 25 TO COVER MIN. (3) STUD2231 26 3 3SPACES 5 SHEAR WALE. INTERSECTION CORNER SHEAR WALL. DROPPED SEA 6i 4 ROW TO ALL DROPPED SEAM i L A DETAILS� �' � �. OOP G DETAILS j ARCH. 1— DBL. JOIST OR HEADER N ..`" 2«- APPROVED TOP FLANGE 2 3 4 5 5 '� MANGER I� JOIST DEPTH 1O-� MAX. 4OX ter THE STUD WIDTH 3 2X12 STRINGERS 2 3 2•.. QE! TER 1 j3 OF SPAN- OF ANY STUD. MAX. 6t}X OF"' DIAPHRAGM BOUNDARY rwwrww. 2 PLYWOOD PANEL EDGES 4-� 3/4 )LYWOOD (U.N.O. NOTCHING & DRILLING THE S►'iLli? WIDTH IN NON-.. $Y ARCHITECT) . IS PERMITTED ONLY IN BEARING PARTITIONS OR IN � 3W INTERMEDIATE BEARING . 4 R OR F/J PER PLAN s-- 2X4 PLATE ANCHORED W/ THIS SECTION. OF JOIST ANY WALL. W14EACH , SOREk� SNOT' PINS AT 24" O.C. 5�' LAY' TONG DIMENSION �y 3--• dVrA3t. 1/t� JOIST DEPTH STUD IS DOUR ,(MAX: TWO / 2 DIA. WASHERS CIF PLYWOOD ACROSS PER ARCH. 4- MAX. 1/4 JOIST DEPTH' 08L STUD. - - - JOINTS MOTE: NO OVE.RCUTTING OF r 1 NOTCH Wit THIN MOIST 1 f-» MIN. S/V'CLP TO EDGE ...._ ......2W" MIN. SHEET MDTH DEPTH OF SUPPORT; 12 SIMP. NS 2 EA. SIDE 5'ii7 STAGGER PLYWOOD END' NTit"f JOIST LOCATE ON TOP EDGE OF PLATE 0 HOLES _.... JOINTS MIN. 16" '' 3 ONLY UP TO 1 3/4°' DIA. .: -a-• 8-� - PROMDE EDGE B 'G 5— MAX. 1/3 JOIST DEPTH 13�- $IMP. ST6224 0 NARROW STRIP EVEN HOLE DIA. ST6236-MIN. (8 IF DIAPHRAGM DOESN'T 1 6 1 6-•• 2" MIN. TO EDGE NAILS TO EA. SIDE � REQUIRE EDGE BLK'G 5 OF JOIST' NOTCH . �, ...... ..._ M � MIN., 2-HOLE DIA. 14- IF NOTCH oR : HOLE �........�. ..�- ��- ROOF st-11''G -� �/2'• �nx BETWEEN HOLES EXCEEDS 50 PL i A.P.A. APPROVED � P�.YW000 (U.N.O.) � 8«-- STUD WAD WIDTH, USE ST STRAP 10- FLOOR SHrG -- 5/&' COX S 3-� MAX. 40% STUD WMIDTf EA. SIDE OF PL .�" .'"` �...'_. A.P.A. APPROVED lop cry oommxr NOTCH 0 NON-8R'G 15-» A.S.'S PER PLAN 8 PLYWOOD (U.N.O WALLS; MAX. 25X 16-- IF NOTCH OR HOLE � 1Y- dIAPHRAGfu! f�iAfL'G TO _ WIDTH # NOTCH 0 EXCEEDS 1/3 OF PL. t EXTERIOR OR HR't� OTC, L®A A.B. - AS FOLLOWS, Ted INS HEADER ` WALLS WITHIN 12" OF EA. SIDE � BOUNDARY 6" 0/C:(U..N1 O ) OF NOTC14 OR HOLE I ROCS` PERIMETER, � ARCH. 1-- MIN. 3/4•' PLYWOOD 7 14 12 ---- PLATE, LINM CHORDS, NOSING 1 (U. . . 1Q S-MUTS. & AS SHOWN t� 2 A35 �E� sT�Rl�c� ARCHITECT) j`YtJKO((.la.E ON EDGES.ANS � � iJ j/�eTie{i.� ARM 3}'�° 6d*s�[�A Y2!' O.C. STAGO VVT i w..ww .rw rw ..w+e ..rr .r..w ` y'— 2X COOT. PLATE • 10 .�,., .. ,. .,. . 0 ALL HEARING ENDS & ,. � IwUGES OF EA. PLYWOOD � AIztH_ �- 2X'EZ STRINGER AT 16 Ng., H LE AI.i.OWEO O.C. T THIS SECTION .�... -flop 1 i SHEET .. . r � Dd�L J4tSX OR 8UC'G � PLAN TOP PLATE FiELO. ROOF t9/C, 2 3 7 2X8 I" j3 AT 16" O.C. ..._. ..w. ... FLOOR ` 10" 0/C 0 ALL #3 INTERMEDIATE BEARING • POINTS, ALL NAILS TO 4 DOTE: NO OVERCU T t ING 4F ' 1 f Q {� ----.- HAVE MIN. 3/g°' EDGE STRINGERS DISTANCE $ 12- lDBL: 401ST OR B • ` t NOTCI4 & HOLE WA PLAN 0 SILL. PLATE TYPICAL. PLYWOOD LAYOUT PER PLAN 0 STUD 113- 4- DO JOIST HEADER JOIST OR BM 6 >x g 15 16 16 15 - APPROVED HANGERS �'�"' `""` 16- APPR. HANGERS 0 DRILLINGNOTCHING DETAHDR. JOISTS ILS �� `.`. � TAIL JOISTS � �,� �,rSTRINGER A LANDING� �� LONG .w.r.. ..I... ..... ..... 20} 17-. (3) 16d TOE NAILS , �„ it W t TAIL. JOIST d 6t-� 0" 1- SILL. PLATE ` LONG W '188— EDGE NAILING 2 ♦ 2 2� 2X6 OR 2X4 STAGG. 18 12 " 13 2 3— 3' MAX. ALL 19-- SEE PLAN FOR OPEN G o 4- SHEAR PANEL, ZO'" TYP.' 2-BAYS OF 3 ♦ 3 P Z 5-- PIPE 15 14 SIX G WITH CS150 S-- STRAP 1/&'X. 1 1/2,. METAL 'TIE W/ (4) 16d's 16 6 ♦ • 6 • O ♦ t ♦ ♦ 5 EACH END t ('f It � ® ♦ �' • + • 1 2 1-- R/R OR TRUE 3�- PLYWOOD W E.N.. TO 5- SIMPSON MSTA36 7 PROMDE Sti • (PROADE R/R OR 2X L GER STROP Bc�TH slr�I�s SE1�� Rocs RAI= �rERs/ TRUSSES TO STACK 4... 2X LEDGER' W/ 16d's 6.- "CHIMNEY CHASE TRUSSES Wj E.N. ELEVATION 15�9 TYPICAL OPEININtG IN PLYWOOD 2-» A04 O TW'PO AT 6'• O.C. TO 8LK'GFRAMING PLUMBING A ALL AIL PLAN MEW BETWEEN sTUO� PLYWOOD R DETAILS CCU RA ING.—L • I TACK 1r-- WOOD STUDS AT MAX, 3w- VENEER .TIES, CORROSION . �' • � 16" Q.0 RESISTANT WIRE, Mii�tw t2 H{3C1{CS ANfl f3EN05 �•, t 1-- 0�3'T HOLE IN PL.YWYC1fl0 GAUGE> Lcic3PE0 THROUGH R 2 1/2 MIN. ONLY A5. ftlwQ'D TO 2- REINFORCEMENT, NOT LESS MESH VAT14 LE OF MIN. , INSTALL FIRMOP/ 2 SPACER. PROVIDE IX G 4 THAN 2"XZIX16 GAUGE 15" LENG'i�i .B T AT �`""`�---,.- -�.- AT OPENING AS REOD GALi WIRE MESH, 2 PLY RIGHT ANGLES. LAID IN � _ _ _- SECOND ' WATER PAPER MORTAR JOINT: PROVIDE "� "� 3a� T8© a 3-DIAPHRAGMdc510 BACKED, ANCHORED TO ,, • .,, FOR EVERY 2 SO. FT. OF FRAMING PER PLAN WOOD STUDS WdTFi 2„ R 3d for to INCi.U$dVE STONE VENEER AREA R= 40 for #9 and LARGER2X FLOOR � CALi 5 WIRE SPLICES 4• L MST6d e� FURRING NAILS AT 4" 4- STONE VENEER AS PER . '.�.'30 QM- a S PER STUD a1(24' �t 5"BAi.i.003Nu FRAMED WALL O.C.. AND AT TOP AND ARCHITECTURAL S rutttt.) BOTTOM T" NOT LESS (IM MAX. THICKNESS) � THA}�Ay(,i,' 8d COMMON NAILS 5-� 2°' GA�.ii. NAILS TH MIN. 5 kn t 1y AT 8•• O.C. , w •1 1/ PENETRATION s 2 6— CEMENT OROU"T, MIK 16 ' THICK p�} DETAIL 0 SECOND L.00R FRAMING, 1.6 ♦REINFORCINGi� DETAIL R `t . �- � . WALL -' MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1 R CERTIFICATE OF COMPL I ANCEi RESIDENTIAL Page 1 CF- i R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance Items Marked with an asterisk*) may be superseded by more stringent compliance requirements listed on the Certificate Compliance. When this checklist is incorporated into the permit documents the features noted shall be considered as minimum component performance specifications for thmandatory measures whether they are shown elsewhere �C or on this checklist only. approach used. of b all parties in the documents Project Title, , , , , , .. of PROPOSED MARTIN RESIDENCE Date.. 01 /25/05 141281 45 Project Address, , , , , , , , 2742 N FLOWER STREET --------------------- j _� f Documentation Author, , , Christopher sto her S. Leighton p S l it -In-« er-it SANTA ANA xv6 O19 I Van Terry Engineering 1 180 E Maln St Ste 150 1 heck-/- ate I Tustin, CA 92680 1 -_ _ _ -__ I (714) 838-1124 1 Field Check/ Date I Instructions:. Check or initial applicable boxes when completed or enter N/A if not Applicable. Climate .Zone, , , , , , , , , , , 08 _____..__.�___�.________ Comp l I once Method, , , , , , MICROPAS6 v6, 01 for 2001 Standards by Enercomp, Inc, DESCRIPTION DESIGNER ENFORCEMENT i MICROPAS6 v6,01 File-SO500480 Wth-CTZ08S92 Program -FORM CF-1R I Building Envelope Measures: I User#-MP0206 User -Terry Engineering Run -PROPOSED MARTIN RESIDENCE I * 150(a): Minimum R-19 Ceiling insulation. }( GENERAL_ INFORMATION 150(b): Loose fill insulation manufacturer's labeled R-Value. X Conditioned F l oor Area, , , , , 1816,25 sf Bu l t d i ng Type, , , , , , , , , , , , , , Single Family Detached Construction Type ,,,,,,,,, Existing Plus Addition 150(c): Minimum R-13 Wall insulation in wood framed walls or equivalent U-factor in metal frame walls * (does not apply to exterior mass walls). X Bu l (ding Front Orientation, Front Facing 90 deg (E) Number of Dwelling Units,,, 1 * 150(d): Minimum R-19 raised floor insulation in framed floors. X 150(l) : Slab edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rate no greater than 2.0 perm/inch. N A / Number of Stories, , , , , , , , , , 1 Floor Construction Type,,,, Raised Floor G l az i n Percentage, , , , , , , , , 12, 3 "/. of floor oor are g g a Average Glazing U-factor, , , 0,73 Btu/hr-sf-F Average Glazing SHGC,,.,,,, 0,68 g g 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. X 116--17: Fenestration Products, Exterior Doors and Infiltration Exltration Controls. / Average Ceiling Height,,,,, 8 ft 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. BUILDING SHELL INSULATION 2. Fenestration products (except field -fabricated) have label with certified U-factor, certified Solar Heat Gam Coefficient (SHGC), and infiltration certification. -«_r-w Component Frame Cavity Sheath Sheathing lAssembly Type Type R-value R-value R-value U-factor Location/Comments 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. X ____________ _______ ________ ________ _______ _______ __.._____________________ Roof n/a R-19 R-n/a R-19 0. 051 Existing Attic Roof n/a R-30 R-n/a -30 0. 035 New Attic Ce l l Wail n/a R-0 R-n/a -0 0,386 Existing Ext W 150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only. NLA 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N/A Wa l l n/a R-13 R-n/a -13 0.088 New Ext Wa l l Door n/a R-0 R-n/a -0 0,330 Exterior Door 150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs. Floor n/a R-0 R-n/a R-0 0,097 Existing Floor Floor n/a R-13 R-n/a R-13 0,046 New Floor Over 1. Masonry and factory -built fireplace have: FENESTRATION a. Closeable metal or glass door ____________ Over- b. Outside air intake with damper and control Area U- Interior Exterior hang/ c. Flue damper and control Orientation (sf) Factor SHGC Shading Shading Fins _____________ _______ _____ ______ ______ _______________ ______________ ----- 2. No continuous burning gas pilot lights allowed. X Window Front < E) 12.0 0,990 0.740 Standard Standard None Window Front (SE) 10.0 0.990 0. 740 Standard Standard None Window Front (E) 25. 0 0, 990 0. 740 Standard Standard None Window Right (NE) 10.0 0,990 0, 740 Standard Standard None Window Left (S) 3.0 0,990 0, 740 Standard Standard None Window Left (S) 12.0 0.990 0, 740 Standard Standard None Space Conditioning, Water Heating and Plumbing System Measures: 100-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. X Window Right (N) 15.0 0.600 0, 650 Standard Standard None 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. X CERTIFICATE OF CO PLIANCEi RESIDENTIAL Page 2 CF-1R -____ Project Title, , , , " , , , PROPOSED MARTIN RESIDENCE Date„ 01 /25/05 141 281 45 __=-____ 150(i): Setback thermostat on all applicable heating and/or cooling systems. X 1500)• Pipe and tank insulation 1. Storage as water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with 9 9 9y y PP insulation having an installed thermal resistance of R-12 or greater. I MICROPAS6 v6.01 File-SO500480 Wth-CTZ08S92 Program -FORM CF-° 1 R I 1 User#-MP020 User -Terry -Engineering Run -PROPOSED RESIDENCE I __-__.._er_____.._____..----____...-______________..___---___________________________ 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) . FENESTRATION 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. _----------- Over - Area U- Interior Exterior hang/ 4. All buried or exposed piping insulated in recirculating sections of hot water system. Orientation (sf) Factor SHGC Shading Shading Fins ____________________ _____ ______ ______ _______________ ______________ _____ 5. Cooling system piping below 55 degrees insulated. Window Right ( N) 15.0 0.600 0.650 Standard Standard None Window Right ( N) 9.0 0. 600 0, 650 Standard Standard None 6. Piping insulated between heating source and indirect hot water tank. X Window Right < N) 9.0 0,600 0, 650 Standard Standard None Window Right ( ) 15.0 0,600 0. 650 Standard Standard None Door Back < W) 40.0 0.550 0, 650 Standard Standard None Window Back < W) 15.0 0.600 0, 650 Standard Standard None Window Back < W) 15.0 0.600 0. 650 Standard Standard None Window Left (S) 3.0 1,280 0.800 Standard Standard None Window Left (S) 15.0 0. 600 0, 650 Standard Standard None HVAC SYSTEMS ------------ 150(m): Ducts and fans 1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604 and standards , 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or U1181 B . If mastic or toe is used to seal, opening greater than 1 /4 inch, the combination of mastic and either mesh or tope shall be used. Building covries shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated campers. X Ref r I gerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency A I rf t ow Location R-value Leakage D Type 114: Pool and Spa Heating Systems and Equipment. Furnace 0,800 AFUE n/a Att I c R-, 2 No No SetBack ACSplit 10,00 SEER No Attic R-4,2 No No SetBack 1. System is certified with l8 � thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. WATER HEATING SYSTEMS 2. System is installed with: --------------------- Number Tank External a. At least 36" of pipe between filter and heater for future solar heating. In Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gat) R-value b. Cover for outdoor pools or outdoor spas. Water Heater to meet minimum CEC Standards 3. Pool system has directional inlets and a circulation pump time switch. N/A REMARKS 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) X ------- ------------------------------------------------------------------------------ ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Lighting Measures: 150(k)1.. Luminaries for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. X 150(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures are iC (insulation cover) approved. X c14.8 General Requirements 05.8.1 Notes to be placed on the plans: c16.8.1.1 Maintenance information. The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component, or manufactured device. c17.8.1.2 After installing wall, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(o)2.A and for which the building permit was issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification. F -1 R FORM CERTIFICATE OF COMPLIANCES RESIDENTIAL Page 3 CF-iR Project Title..,,,,,,,, PROPOSED MARTIN RESIDENCE Date„ 01/25/05 141 281 45 -------------------- I MICROPAS6 v6,01 File-SO500480 Wth-CTZ08S92 Program -FORM CF-1R I I User#-MP020.6 User -Terry Engineering Run -PROPOSED MARTIN RESIDENCE I 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 Catifornia Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overatt design responsibility. When this certificate of comptiance is submitted for a singte building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section, DESIGN r OWNER DOCUMENTATION AUTHOR Name,,,, _ Name,,,, Christopher S. Leighton Company, SANTIAGO�MARTIN- Company, Terry Engineering Address, 2742 N FLOWER STREET Address, 180 E Mo. ln St Ste 150 SANTA ANA CA Tustin, -CA 92680 Phone,,, _________________________ Phone,,, (714) 838-1124 License, ---------------- _------ __ SIgeed,, Signed.1 , (.date) (date) ENFORCEMENT AGENCY Name,,,, Title, , Agency., '+ds - h._*~ - Mt____ Phone,,, Signed„ --_- - - _ ( date) UPON COMPLETION OF CONSTRUCTIONt CONTRACTOR SHALL OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY COMMISSION ATE www, energy, ca, gov/t l t l e24 (CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS) THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR PRIOR TO FINAL INSPECTION, �er.n F� s f. C.2 Z W Z 0 Z w 22 � V � 1 i No. 17014 * Exp. 3-31-2Q06 AN\r OF caL\1 0 77 L LiJ W r < 00 ry z o < _J Q' O Q Z N %) N 0 a ry Q_.. V) L.Li Cy ck� <C Lv 0 ry 1 Lsl-_... Q C3 N Z Q Date. 01-26-2005 Scale: AS NOTED Drawn: CL Checked: JT Plot Date: 01-26-2005 Job No: 050048 Sheet: ; ,