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HomeMy WebLinkAbout10149828.pdfQCA") �6 W. �jlda4%W 1Z, 00 Ef-EICTRICA I 0 Recepwcle outlets shall be insWed so that no pohic along the floor Rae in �y Wall space is more thm 61, measured hoxiZontally, hom W1 omlev in than: space, including any WWI space 2' or more in width aad the Wall space occupied by Ued paaCls in exterior Walls. (Article 210-52(a), 0 AU bmich circuits that supply 125-volt, single p1me) 15- mid 20- ampere, rellsIdle", lgwit ia's e ialtlellul: bedwoms 64 be protected by*an are4ault chvuit interrupter. 61f. � F BEDSM. SEDRM. ♦ BU&DING DATA - A Alm., LOT SIZE: 6,000 SQ. FT. UNT G 3" 1 v I s MMICD �4 HALL <:� AA EXISTING HOUSE FOOTAGE: 901 SQ. FT. IT/ — NEW SQUARE FOOTAGE: LX 83H.SQ. FT. T+ Z "y pi,r ,5� Lam& BUILDING FOOT -PRINT: 2,071 SQ. FT, r. % OF LOT COVERAGE: 35% DATE. E.� Z LIVING RM. ZONING: R-i DAT1:___­ ...... PLAN 6,?) OCCUPANCY: SINGLE FAMILY RESIDENCE CONrACT_�---- 06T ,CT -pvj(�)14E (714) 661-2/0-3 T 04SQ, FT. H TW. /­NX JECT71-0 Ct�,)�,qpj -A ENTRY BUILDING TYPE: vN SUB,TT()NS BELOW; " ASSESSOR'S PARCEL NUMBER: JUL 15 KkHEN ly 01 Santa An& I W LNDRY, 1�9 80cu,r DINING RM. -7 IL "W PAL B ECT pLBGu. 3, P Rmi-f TYPE: Lo;� E T7 ZM'Inw7i nRT11 TFNI� "I " -1- - ­-1 0 QMPARPAI L PERMIT# o the ,241 0 OCCGROUP— at all fint 6S �,Iven P18� dM Orl S OONSTR,Tyc�' City 01 And. DE EDMON alion 01 arty 110 tie ac ark a V Law J, be 1, FLOOD ZON CFp�TJF, REQU yES NO ate ZON WAL6,.LEC&jj2_%%U Exit doors.from individual dwelling units having 0,0,y NO Switch, at 48", unless noted otherwise an Occupant load of 10 or less may be OF Provided with a night latch, dead bolt or NO .7 Switch, Three way security chain, provided such devices are RO'O'F E P ra &R=14 openable from the inside without the use of a NO Receptacle, at 12" unless noted otherwise key or tool or speclal'knowi R ws edge or effort and At- " A �cr mounted at a height not to exceed 48 inches _S NO above the finished floor, (1003.3.1.8) d" O�2g Receptacle, 220 Volt FLOOR PLAN rovalv. f-ICT Glazing in doors and enclosures for bathtubs D O\Nlng APP and showers shall have Category 11 Regardless of the occupant load, there shall 6 CA L. r. Vo+ 1;,04* it Foll ZUble 1*r,jv.z Receptacle, Ground Fault Interceptor classification per CBC Chapter 24 and UBC be a floor or landing on each side of a door. Std. 24-2. The floor or. landing shall not be more than w. Receptacle, Waterproof one -inch lower than the threshold of the Glazed wardrobe doors shall meet the Impact doorway. Landings shall be level except for wig Test Requirements of UBC Std. 24.2, light, Ceiling Mounted exterior landings, which may have a slope not Part 11, Laminated glass must also meet the to exceed 1/4 unit vertical in 12 units horizontal Boll Test Requirements of UBC Std, 24-2, Part (2% $10pe)..(1003.3.1.6) Light, Wall mounted at 80-, ;4 Unless noted otherwise PI Screen . doors and stor 'ZI' U Interior wall and ceiling finish m doors may 77� Junction Box, for fan and/or swing over stairs, steps or landings. schedule showing compliance with 2 circuits — double switch CBC Chapter 8. Interior finish in Cy Group R-3 Occupancies shall,have a VVOft,�s ir Ui t:4 t� Fluorescent light minimum Flame Spread 14 Pa. Classification of III except in kitchens, Telephone Jack, at 12" or 44" "bathrooms and garages. (17.8-13) . rp C_ e Hb,r v. Televisionjack, at 12" DePr" Heal cot)., orang- Push Button CiUU Chimes call (31 Exhaust Fan to outside air, W Con 5 air changes per hour minimum F LOOR PLAN' A Smoke Detector Pfip Wjfp Wt*nW Thermostat ip Plumbing facilities, including laundry facilitl&s,­ shall be provided In accordance with the California Plumbing Code (CPC) Section 413.0 and CPC Table 4-1, ------ 1— Wall covering shall be cement plaster, file orri approved equal to 70 inches above drain at 014AWN showers or tub with showers. Materials other ­34 Il rF'f than Structural elements shall be moisture resistant. Glass enclosure doors and must be labeled Category it. Swingpanels IT) door CI Outward. Net area of shower receptor shall be not less than 1,024 sq. in. of floor area, and encompass 30 inch diameter circle, (807.1.3, 4e 2406, 2407, and PC412.0) ZAL9 Co�4,-r") cgucc.-- r 44 tze— NORTH.,ELEVATION �. . m,4 6T rlrI k. . i' WEST FLEVATI N L _t rw n� SOUTHTILEVATION EAST ELEVATION �s4 eN�raq s;,T), Mans K kg �y rs Sol s9 , Plan Y ail f-Lo - DRAWN &5 i r,� MATE Joe gun, W 2 Z_ 1 nwle+MRwrit Yz��-n� WWI .00F � � i�EAtl.iNtb NOAD 3i44 a rtrlc3 i A"G'fo ipdaZ- I l4tG ' KUa «. u�1 ate 10,W4A 3o *rt� 41 4;; 7tId I�+alfxak 3E>axri _J f -,4 �. =4t'z21� 4) t wb&e, AT, "It.1" T 1#400W.W. liI.OM68R A�,*r qW•t1411ts., P440, Mad uF 34`.2<? -Z) use I44 rLYWaaQ t i,ruia3 SSI lt� P�W d3=++�i? �" �✓t t�T '+Y w'Itnitt4l I'rKrajkx3s 3i tT f 2IiCs QF t±¢+ Mrs L, "rq *✓� I"t.'YFIGGD I�3nlIJ6 �i�a�LG e+« dil4l"�`.Gi� »p} . 4) IG!'ry /4OMCOOVE.R aF�I81ITE� • 5I�1D � � (` "' (t+'}A i rtrtt 1ME.. �#6`fI:iITF.3� �• E!9,Yt�>7 pI uraslt I.ecrtt �u1�T; , ,.�,, oft P r FTe-I� hCntC+ 9W0100M 9i«t3 piA1iS . My ° "H ja"'1T 4. PT-: 4 r,,,14-1 .. �. Its C�.,, is Gam' Ijy NN 5"t H', I �S �Y J� � aM 'i M : E~ 1 aJ tSC8 7X 7X 7X 7y, 4 4 &l6d .6-l6d 5600 Y600 2006 l - Lt C.,F "'0 f�t BASES tondo C'`c L e vk + BC450 5X - 33: 3 It 4•S 416d 6d X l5X 3 - 6.15d 4-16d b - 3 = 8-i6d 4 i&S ft YAHowaW8loads hire been Increased S3%and aOX aeaAhguak¢br whad baMnq ,jj � tYdhlm19ig1¢ftndRa$Bailp'nail;"dut*wime, other to34sHarem $'� ry tq RC4 Cap/Base �4 Ira+»{ Locking prongs inserts loto concrete. The o(*Pfece design assures • + V rt maximum shengih.. t''"'�'W tdATERIAL:12gauge.FiNISN:Gaivanrxed INSTAL LATION; u a sea speuttad fasteners, Sae General Holes. � C i • rotes are and P for all other atroL uaUt adher iSd CRmfnons Ot'fx' bolts jrIM4 • k+� for PBS and F ideco fir other modots use in t demmons ony. $ 4 •A t 00(unn a sidecof n is regmrat(lo obtain the ion load. Not r. page afor toe Listing Key installations such as fences, " CGBE3 Se Rage a for Cod Listing ltey Chart In• g, � �f�f-•c j��a,°,,'..�rr' i` afmanskra #C � Aibwabta-LDads 4 T1 stAM ra" r 4t r Np trNl SfY �,th Mod¢°"2YrMa "code 4 4267 73e6[ 7ssi `aza i tq tzar s arum PB " g: Q a 3k a267 i3R5 �76,�5 S92S� z t.Anowab@Wads Law Dean mueasaF 33x \ o, b1A3t.IItG nRK} �`17AtHCE {t_ s� s 4267 is6s 7�s32s ' `•--_. { a PaRI7NLai� _ 4267 Sa55 765 2325 7, d0 90 Slat Y64�p�76"5if525. ; 1640 � aaa 60°: emeaCan9:wke at vdnL roaGiW. ti Y M7NIMUf.1 Sif)ECOYER '^*-' {{ -wan nn fanner trRreasa atbxad: re4uea -IPaE&R 6 ,5R Sta3r184d, 765I Eiw 76d0 _..„i where Diner toads iWvem. Typical Pa Installation �` mot; tNTetuaar:TTnx>~ 1 IastG cIH, lJAli.itG t i.� a za Iw� Joists are to be sawn! on ntie lasts and ClassC"n rating, aft have at least a icaot=s toaca Il. Permissible notchl . and .baring of (1502, 1503.3, r lTD shall not fixes p 1504) exceed CBC Section 2320 $ 3 IL44 ts1N. FIIAT "4 AY U}s8n3t7oR'fr~D ' E:AGL'8 W�Pf3UND,Rfi{ lYrtt•lI1C., aucictuc , Rt:Qui1CCP OUGY ,. ow9HeMANisc trls PoK t 4r. UAILJNG( N� la�i,nt YYlpop rrliar>~I• MAN allowances. Galvanized sheet metai "(28 gauge min.) roof Notching of exterior and valley flashing Es required. (1508,3) bearing/nonbearing walls shall not exceed 25%/40% respectively. pored notes to exceed 40'/9/ 0% aringrasp waits steal! not exceed 40%/60°lo respectively. In na :case, shall the edge of the bored hole be nearer than 6/8 inch to the edge of.:the stud. (2320.11.9 and 2320.11.10) ' FRAMING LUMBER I ALL STRUCTURAL LUMBWR`.SHALL BE DOUGLAS FIR OF THE FOLLOWING * w s e r • t GRADES, CONFORMING, TO STANDARD GRADING -RULES FAR WgsT COAST LUMBER No, 16, UNLESS' NOTED OTHER WISE. RAFTERS, JOISTS, PLATES NO, 2 j 2x AND 6x BEAMS, STRING£R$� AND HEADERS NO, a ij 6x AND 8x BEAMS, STRINGERS, AND HEADERS NO, I POSTS AND TINDERS NO. t STUBS COAST. GAR$£ BLACKING, AND STRIPPING STUD GRADE, 1a 22 i PLYWOOD FOR ROOF SHEATHING SMALL BE CDX. UNLESS NOTED OTHERWISE. USE EXTERIOR TYPE, MINIMUM C-C GRADE, WHERE' PLYWOOD IS EXPOSED TO WEATHER, PLYWOOD FOR FLOOR SHEATHING SHALL BE COX, UNLESS NOTED OTHERWISE, ALL PLYWOOD SHALL C15NFORM US PRODUCT STANDARD PS J-8, MH PLYWOOD TO BE IDENTIFIED BY A REGISTERED STAMP OROBRANT) *OF THE DOUGLAS FIR PLYWOOD ASSOCIATION, ALL WOOD BEARING AN CONCRETE SHALL BE PRESSURE THE 41ED DOUGLAS FIR. 4 STUDS OVER 10 FEET IN HEIGHT OR SUPPORTING 2 FLOORS AND ROOF CONCRETE ������� _ MUST BE 2xb's AT 16" E}.G, UNLESS NOTED OTHERWISE, FOR S?ins I ALL CONCRETE, UNLESS NOTED OTHERWISE, SHALL BE REGULAR WEIGHT Note on the plans that foundation anchor bolts in GREATER THAN 16 FEET, SEE PLAN, STUDS IN' CRIPPLE .WALLS LESS THAN I ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE DRAWING HARD ROCK TYPE <I80 PCFX AGGREGATES SHALL CONFORM TO ASTM 4 FEET IN HEIHT I4AY MATCH THE STUDS ABOVE. C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05. walls Shall have an approved plate Washer 5 PR OVIDE £ 2x L SA IA BLACKING BETWEEN AND SPECIFICATIONS,N JOIST A R under S AND AFT der each nut; an ER andthe Luis shad b SAT AL 2 ULTIMATE COMPRESSIVE STRENGTHS AT 28 DAYS SHALL BE, • e tightened SUPPORTS, BLOCKING SHALL BE ONE PIECE AND Be THE FULL DEPTH OF a DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE SLAB ON GRADE 2800 PSI CONTINUOUS FIGS 2500 PSI Just prior to covering the wall framing. Plate THE JOIST OR RAFTER, 500 PSI SHALLNPROV: r EIR EQ SAFETY SH IN , B ACING BUILDING, THE CONTRACTOR IPAD FOOTINGS 2500 PSI RETAINING WALLS 2 washers a minimum of 2 inch by 2 inch by 3116 4 .CROSS BRIDGING SHALL BE PROVIDED AT W-0' ON CENTER MAXIMUM FOR I Soo PSI ' ACCORDANCE PROVIDE ALL N I RI BRACING AND GUYS N A SSONS/PILES 2 L P O IDE ADEQUATE SHORING, GRADE BEAMS 3000 PSI C i inch thlC1C shall be used on each bolt. (1E306.6.1) ALL JOISTS AND RAFTERS MORE THAN $• DEEP,, ACCORDANCE: WITH ALL NDTIONRL, STAT& AND LiICAL SAFETY PRECAST 3000 PSI COLUMNS 3000 PSI a PROVISIONS. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. STRUCT. SLABS 3000 PSI 7 PROVIDE DOUBLE JpiSTS UNDER PARTITIONS WHICH ARE PARALLEL TO 3 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS CIF CONSTRUCTION, t Provide a Weep screed for stucco at the THE JOISTS, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF 3 CEMENT SHALL CONFORM TO ASST, C150; TYPE In. foundation plate line a minimumof 4 Inches $ PROVIDE SOLID, FULL BLOCKING UNDER PARTITIONS WHICH ARE SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS (If' i CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT. 4 PLACEMENT OF CONCRETE SHALL CONFORM WITH THE REQUIREMENTS above. the earth or 2 inches above payed PERPENDICULAR Of L THE JOISTS. OF ACI 301. areas. (2506.5)' 9 TOP PLATE pF ALL STUD WALLS SHALL BE TWO PIECES THE SAME SIZE AS 4 ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN THE STUDS, SPLICES ARE TO LAP 4'-'0' MINIMUM AND BE NAILED WITH I, -- ADDITION TO ANY OTHER SPECIFIC DETAIL GALLED OUT. 5 CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A I6d NAILS MINIMUM EACH SIDE OF JOIST, MINIMUM OF (5) FIVE DAYS AFTER PLACEMENT, ALTERNATE METHODS 5 ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURE . Call out foundation bolt Size (518w minlmUm to ALL NAILS SHALL BE COMMON, BOX OR SINKER. NAILING SHALL $ CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDCt£, BUT WITHOUT CHAPTER 23 OF THE UNIfORN BUILDING CODE. BE PER GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH 6 KEYED CONSTRUCTION JOINTS SHALL Be USED IN ALL CASES. ALL diameter) and spacing on foundation -plan: 11 r I[t BOLT be 518 Cn HOLES SHALL B£ foundation balls shalt IN Wan THE DRAWINGS, THEY SNAIL BE REPORTED TO THE ARCHITECT SO THAT LAiTANCE SHALL BE REMOVED. ALL VERTICAL JOINTS H LL The :f0unda D SHALL 8E^ I/32 TO Filia LARGER THAN THE NOMINAL . 4, BOLT DIAMETER, F NEAT CEMENT £TER ALL THE PROPER REVISIONS MAY BE MADE, MODIFICATION CIF RETAILS (IF THOROUGHLY WETTEDAND SLUSHED WITH A COATO E minimum diameter embedded at least 7 A BOLT SHALL HAVE STANDARD CUT CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF IMMEDIATELY BEFORE PLACING NEV CONCRETE, inches into the OanCCBte or masonry I WASHER UNB£R H£AD AND NUT UNLESS NOTED OR OTHERWISE. HE ARCHITECT . 7 ALL CONCRETE WITH A DESIGNATED STRENGTH GREATER THAN 2000 PSI; foundation, spaced not more than 6 feet apart.' 2 SHEATHING SHALL RR£TIGHTENED PRIOR TO THE APPLICATION OF SHALL REQUIRE CONTINUOUS INSPECTION BY AN INSPECTOR APPROVED; NG PLASTER. ETC. (1806 BY THE BUILDING, DEPARTMENT AND TH£ ARCHITECT, .6) #�EINi'ia�CIN� ,STEEL 8 MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE AS � 23 STRUCTURAL MEMBERS SHALL NOT Of: CUT FOR PIPES, ETC. UNLESS SPECIFICALLY DETAILED. I ALL REINFORCING STEEL, DOWELS, AND TIES SHALL CORFARM TO ASTM FOLLOWS, Foundation sections 12115/1$, inches wide, 14 WOOD STUDS MAY BE NOTCHED TO A DEPTH OF 25Z PF THE WIDTH A6I5, GRADE 60 UNLESS NOTED OTHERWISE, Eli BARS SHALL BE ASTM. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SAIL,»»..3' 6/8/10 inches thick and 12/181241 inch depth MAXIMUM, EXCEPT INTERIOR NONB£ARING STUDS WHICH MAY BE A615 GRADE 40, DEFORMATIONS SHALL BE IN A ACCORDANCE WITH ASTM CONCRETE EXPOSED TO SOIL OR WEATHER# below natural ground surface or celtiE9d fill NOTCHED TO 40% 4F THE WIDTH MAXIMUM. STUDS MAY BE BORED TO A-305, M5 BARS, W31 OR D31 WIRES, AND SMALL£R,....,,„.................,.,.... I I/2' if6 OARS AND LARD£R...,,»»..,.......... ,,,,,,,,,» „». AND DOUBLED ,,» ,.,.»,,......,, ,...,..., „,,,..........,,... ?' grade are required.•"(T 18.1»C} 441, OF THE WIDTH MAXIMUM, EXCEPT INTERIOR NON$ERRTNG STUDS BARING STUDS <PROVIDED NO MORE THAN TWO CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT SUCCESSIVE DOUBLED STUDS ARE BORED) WHICH MAY BE B WITH SOIL ORED TO SOY, ASTM A-6I5, PER GRSI STANDARDS OF THE WIDTH MAXIMUM, BORED HOLES SHALL NOT BE LOCATED AT 04 AND SMALLER GRADE 44 SLABS WALLS AND JOISTS} 05 AND LARGER GRADE 60 tilt BARS AND SMALLER....,....„.....,........... ,«.»,..3/4' Provide a minimum of one Na. 4 bar top and THE SAME SECTION OF A STUD AS A GUT OR NOTCH, IN NO CASE SHALL L F 014, BARS AND LARD£R,w„».,,,,,»»......,»»».�,. 3 I/A' bottom Of continuous footilig, (1806.6 &Table TH£ EDGE OF A BORED HOLE BE NEARER THAN: 2 AL REINFORCING STEEL SMALL $£ GAFFED AS INDICATED ON THE DRAWINGS, WHERE LAPS AND/OR SPLICE LOCATIONS ARE NOT BEAMS AND COLUMNS .».....»,».„... ».»,�.,.,»..»...1 1/2° 1$-l-C).. STUD, AN f8' TO THE EDGE OF THE SPECIFICALLY INDICATED, VERIFY W H THE SPLICE CAN D IN 1 NIT £ ENGINEER IF A S LI B£ EMBEDDED . T SMALL NOT n5 PROVIDE: B£ PROVIDED, ALL REINFORCING STEEL SHALL BE LAPPED WITI4 A CLASS `� PIPES OTHER ONC iTE EX ICAt HERE S CI LLGFIRE STAFF AT ALL INTERS£GTIONS OF, STUD WALLS AT FLAOEZ STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. CEILING, AND ROOF. FIRE STOPS SMALL BE 2x NOMINAL THICKNESS OF 'C. LAP UNLESS NOTED OTHERWISE, ALL SPLICE LOCATIONS SHALL BE WOO D AND SHALL D£ THE FULL WID TH F TH E HE ENCL OSED E SDSP W SPACE. HI £ PLACE SHOWN AN SHOP DRAWINGS AND APPROVED PRIOR TO FABRICAiiOtV. t0 BEFORE NEW CONCRETE IS DEPOSITED UN OR AGAINST CONCRETEFIRE STOPS AT A MRxIMi)M SPACING OF •61-0' IN EACH DIRECTION AND AT 3 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND AI85, IS SET, THE SURFACE OF THE SET CONCRETE SHALL BE ROUGHENED THE SAME LINES AS THE FIR£ STOPS IN ADJACENT WALLS. SUFFICIENTLY TO EXPOSE THE AGGREGATE APPROXIMATELY 1/4' AND N F 4 ALL REINFORCING :STEEL RILING T££L IN MASONRY SHALL BE LAPPED 40 BAR CLEANED, USE EPDXY WHERE R£QUIR£D. OR DIAGRAMS AND FOR ALL SHEAR WALLS SHALL BE INSPECTED DIAMETERS OR TWO <21 FEET MINIMUM, UNLESS NOTED OTHERWISE. 11 EXPANSION BOLTS SHALL BE HILTI 'KWIK' BOLTSI ICBO 042a7a LARK PRIOR TO COVERING, 23a72 ....,..,., ,.•...- _ ... . ,:. ..... a'r»h �, '�':`O" .,... ,",lP�'rt .:�"#3�t>. r-r..::?n c r .; ..... -.;. ..'' �y#° s'� ' +1•:..'«•..��;�.. r.w,a .xror. Hoe na ar Asa t:BaaL47' +S taAto98. All plumbing walls are to be framed Portland cement plaster (Stucco), gypsum with a minimum of 60 studs, Lath and gypsum wallboard shear walls shall comply with CBC Section 2513 and Permissible notching and boring of Table 25.1. joists are to be shown -on the plans And shall not exceed CBC 2320.8.3 Note on the plans that hold -dawn hardware Allowances. Must be secured in place prior to foundation inspection, (1605,2.2) Matching of exterior and bearingf Nonbearirig walls shall not exceed Mote on the plans that hold•down 25 hl/40% respectively. Bored holes connector bolts into wood fi atnizl - in bearin�nonbearing walls shall require approved plate washers; an note exceed 40%/60% respectively. Ho .t all L a d Hold-downs shall be tnghtened. tI$t: �ytapiERIAL�HRC22,HRC42-46Qadge.HRC4a-ta a ,:....., 1n no CaSya ��++ � s Y V fi hail the ed ge n of r F ill.. a BUSH b Teti � Gana Hued g prior to covering the wall ftamin f�I " Hale be nearer than 518 inch to the g. tNSTAt, IBM, , ,, ` •"Us$altsgedtltad tastanars; Sec Generat rotes."u - Ed e o f L n Go end of huge -use nptibnat diamond A Otte stud. holes , { tY d �.32c�,i7 �t Y•y ,.7 .C_ I��_ t'f 1.9 and Providefire black!! .NRC22 and RR%a'XuDre die NRpea,,* Lin concealed spaces taco Nongas 9n NRC22 Lack bosh wit3 x as 232€J.U.IO ails and S p •' i of scud w partitions, nncludIlragaand=P1111te ridge-ad`yust to '� •.. ...,,, y...a ,,.,q;. :[ furred Spaces at the GC • L coffi dt Height and install na'ds, , , f," Typical HAC22 Header and trn e �f j and floor level Ii!Uodbte bevel•cut hip members id. installation on the end tT1lil r,detall5 for �a tave t kI and at 9n bearing dapaddy. nl a rid B 'C ZL 10 ft. intervals both and g ..:xda�•'` �% ___� . Far doors and wi4dows are to be The no reduction may io sloped to 45 L �,)� L ljaTiz(>ntal (7062'1 with rro reduction 3n toads. GPtionai U.S: Patent z,down whit fnall leligth tl2ilnillerS, ` jj CIRIM Sag page a for Code Listing Key Chat NRG22 tnstaitatt¢n 5,3eo,tlb ?! NRcz2 L yL _ T _w _,_._ .. __ r pet g the size of tttC header { i membersiae i Fasteners . U¢np Et tarcttso na"- - -, . , Rtodai ":{-,:Utrwn�S 1'F- SPrdsa Pt¢e•ftr s / /, ,.,, �'y lLild trimmer. (2320.11.6) Atld,�abie loads . ND-..� W i Aldge,: "tdam4egr ,. N� n .11jt:UDt7h�Upt(itl'Fiadr •Snack %free), Upplfft-�UDttlt; FI¢or;'Snotir�Aoaf Ei,331"Llsf�,o , 109 t ttS `1:.37�25-I1.. i33 : tBq r !Q0 =(its t2S :,r--sn,,. i HRCZ2 �t°di 12x of 76-tOdxi/r 2•tOd,c7X 1 tY, yr de 59S0 240' 290 920 030 210 2501 ( 20 J RCA Z J i l RO iS i ax e+. � t e 6- ... i6tl 2 t .. yjt Otlxt "-'� �t� 9 8267 . - � - z p zaoJzso to5o td5o . HRC4a 3 ,. � f az __i 24-t '# 6d. Bracing 6 6d t rn .,.. 2 f aeo - r e xten ..... 0701777 g 4C/ _ m r an 6 a ra SS � . t walls of . _. i.Ntorabte toads 6ho'xnare;or each W total Wad called by ilia core=[ is doub a Nis nuiiwi, ' Conventional Framing Shall conform with 2.UPb Wads nGwBa33%ara 60 ;xraasetareadnp,akao w o- uR ,fi �+ atlow.ad: reduLa wnaPo attar �inD;+wlaMer ircrzase methods and locations as specified in Section 3. Rol idIIde art 125%01 (toot twa untess Watlsgwnn. anted or aster cnP.m, ..# s . 2320.11.3 and Table 23-1V-C1). c 1 NRC44 (HRC42 shalW1) i Nate on the plans; la . ae p Roof diaphragm nailing to The RCP donnests a rafter or PSt to double top plates at it 4V angle- Iia40Z "be inspected before covering. Face grain of MATERIAL tagaugo. w4M FINISfk plywood shall be RCPz-tDxadstanars.Sea IOPACA>tFDtR hf2bndralNotes,pependicutarta,suppasia { • kWh HCP to double top pales; budiSh c uth net required for table toads, iOAt'ROP'rR j 6`tR;p2 ............_........,„ ...,._._.„.._,...._.. ........_.. _..... F - •Install roller and complete La;linQ.Raftermay basloped to45°: iN37attAT10N x.. ''.I{Uq. - k CODE& Sea page S for Code Listing Key shad. BdDd-FirLa - ""} i I r tav . h , E. _> ajMem.. fs !_.,...T..ea.......r.,�..T.d._;: ._ uplift roI to Ai 3lt3da 8Dd.8' mLaoea•Pds, eerE aota size go. UH -t1_r. Gode t fr .: zrA• C$A ' 7. t59 &f fio t ` Ration -{-.-.-........«...._._ Pates 4. 42j "mil -x ,.ftCP4,,,�_&IOtl ,.,�a•tOd_, 3367-��..i_..$.�? t_+."�., ..,1 hCPt .` $Aoads my not be laueawd for shon4etntrdadiluJ. NGP2 2. TM HCP pin be eIicigsd on Ina krside and'Jst rd4,Waor tne.w44 wM a fit banom (HCP0. iimlfail Cho d t ass and a tent Nice the lead+bNary. U.S. Patant S.380.tiS ,.^•„ '. 3 Unl,lt toad utcruvaa "+a:. a�15d' ter ¢ .. ors eanneuaAe a, wind Yvad�f; .. . govorn. typical HCP Installation r t;� M arM Tr+*t �.ass� •�1r. L }oaj :: Co Q can S»j+�E `•..oar QA Wlti CN3O� C'JATE 8CA L Ing aJ KO B A SWE ET 60 I min G ENERAL aT S MNS OF E. /i LA 9 U 3Epp ..T%a 2 tFi 24 AU A. WO CTSTR �� T�LEC SELECTION 1.CON_ LD VERILDI ENHSLL OD MEM RSSHALLB�THE TRA OR SHRLL FfEFYLIO� _D EXIS TING IN G ( "I) .� .. , . OOU GO DI ONS PRIOR TO STARTING WORK.{3 GL f S ER W N RTRACT R H NO A5 � CLA GRADING G o. E3TED__ TI_fiYI A NOTIFY N f�Ui.1~ N 6 tIN SS NOTE _� ii. Q Q X fiAf € I{ A 1 LE- O r4L:3 tat. E , RG t '; 5 CAE Q {. H THER S I~A . ` � H PEIC ' (? S N t O M � ER P ESE TAT1 F C Af. f:' E FLU BER ` SHA KED = •fi-i WN ICE R VE O _ N I� S wx # Q LL AD .MAR ANT I) #� PA I OR � iifsf R � I h .. A AiiQt t 7R t L ? , ..A....... �AAM� } , • INCONSISTENCIES. NCTG s© MoZ� TtRy YWI#! a .t PLAN a 2 TO 4• THICK,2" TO 4" WIDE,t w LIGHT FRAMING & STUDS ......................... PARAGRAPH 121c 122c 2. THE STRUCTURAL • DRAWINGS REPRESENT THE FINISHED STRUCTURE. ORILL NQL IM15 AT c #} 2" TO 4" THICK, 6" AND WIDER: THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE It °` -AT1 .. s #, ' r ` "-�^ -"" = v, lf' STRUCTURAL JOIST AND PLANK,,.,.,.....+.♦ . ...,,,Y..123b CONTRACTOR SHALL TAKE ALL .MEASURES NECESSARY TO PROTECT ...................... »-Tuu��.xf' fG=•.• THE STRUCTURE DURING. CONSTRUCTION, SUCH MEASURES SHALT. ti� 2 x l8 w7 ,, »• tt;Cut,�'f tutu • c 2" TO 4" THICK, 2" TO 4" WIDE: INCLUDE, , 4 -I G ii Iet t�H r # N } BUT NOT BE LIMITED TO, BRACING AND SHORING FOR „� '� STRUCTURAL LIGHT FRAMING .................,.,...,.....+. , ....,,.,,.,1.........124b LOADS 'DUE TO CONSTRUCTION EQUIPMENT, CONSTRUCTION LOADS Can � `� `• r 0. 1. OF MATERIALS, ETC. " x fart.tr€u:ai .. d) 5" AND THICKER: RECTANGULAR BEAMS AND STRINGERS ......... 130b 2-2X PL.ATM� 2� M+ "S2X CONT HAf't;E}"4Yj - • OW40ir.WTt�a 6) ROUGH OR SURFACE5x5 AND LARGER: POST do TIMBER..........131b 3. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALI~S'SHOWN ON 1 ad i➢B"0f � � ; � W Sz�,oS� t '1 ��I� a DRAWINGS. DO NOT SCALE DRAWINGS. �..,,. S 2X UIXIG' _. `'" . +�; VOW � 2. ALLSTRUCTURAL PLYWOOD SHALL BE DFPA GRADE STAMPED WITH NOTES AND DETAILS ON DRAWINGS SHALT. TAKE PRECEDENCE TNt� ©t~TA€L+ 15 NOT To 5a U,5ao IN 5-MUC'fllgA, L• � • it � � EXTERIOR GLUE AND AS SPECIFIED BY THE AMERICAN PLYWOOD OVER GENERAL NOTES AND STANDARD DETAILS. ALL WORK NOT , •° - ----• t'€hlt9H �' ASSOCIATION, UNLESS NOTED OTHERWISE, DETAILED OR NOTED SHALL BE CONSTRUCTED THE -SAME AS OTHER WAL.t,. WlTHQL�7 TNt» At�P`i�.aVAt.•• Dt+�`ii•fE• x:NCINEs�fZ. I '�'�' .' SIhI1LAR WORK SHOWN IN THE,DETAILS. S'WD WALL � `• � i': TYPICAL PLATE NOTCHING 3. ROOF FRAMING AND- SHEATHING SHALT, BE INSPECTED PRIOR ,TO - } - - L4 I�Af� t'€ilts"--�~••'-•--••--� PLACING OF ROOF. 4. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED' ON FRAMED FLOORS AND ROOFS. LOADS SHALL NOT EXCEED DESIGNED 4. SILL AND. PLATES RESTING ON CONCRETE OR MASONARY SHALL BE LOADING FOR SUPPORTING MEMBERS. N(1'lf, IN I,II::I) t)I .2X 01,001(ING, NAZI. 2X 'PRESSURE • TREATED' DOUGLAS FIR. t SHAPEI? W/ 2M16d EACH RAfTcR t "� "� ,` �, t`t f t; FRAME �#' :5. BOLTS, .HEADS AND ,NUTS BEARING WOOD SHALL HAVE METAL � � � M E ��OOF � WASHERS PER SCHEDULE. BOLT HOLES IN WOOD SHALL BE /32 TO 1/16 DRILL!~f) �� 17IAME1TIi LARGER THAN NOMINAL BOLT DIAI• ETEi2. t T 1. C U 0 ALL POURED IN PLACE CONCRETE SHALL HAVE. AN ULTIMATE COM � � 6. PREDRILL ALL HOLES FOR LAG BOLtS, IF USED. PRESSIVE STRENGTH AT 28 DAYS OF -'2WO' PSI, AND .AN AIRDRIED DENSITY OF #50 PCF. _. _ ..._ FR TED K C' A.S.T.M. C O " 2, Ck�EN�i` TO"`BE TYPE (?M TtwSSTt3G AND ONFORMINt� TO NiNLING' SCHEDULE A. 15 � 3. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE SET STANDARDS Z z ALL MAILING SHALL' BE COMMON WIRE NAILS CONFORMING TO THE OF THE AMERfCAN CONCRETE INSTITUTE., c� � LE ,�1Y#t240 RAUP,`U LATESTEDITION OF THE U.B.C. WHERE AUTOMATIC NAILING IS USED, A� Zit RAFTfIriiS, $ tE f' .AN NAIL HEADS SHALL NOT PENETRATE PLYWOOD SHEATHING 4. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERlie I TS 12 ` 124 f�`oa son 0 . SPA OG . CONNECTIONS LISTED ARE tviIN,IMUM PERMISSIBLE, DETAIL GOVERN SHAH BE SECURED IN POSITION AND INSPECTED BY THE LOCAL LU `OVER SCHEDULE, BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF .ANY 2x aI"L.fIBA �.I.'iIN�.«I✓Ir� .�tt C4tNT`. Afi~K'Q KI' # rt) JOIST TO SILL OR GIRDER, TOE NAIL EACH SIDE.......:.........3--8d CONCRETE, J©15 f QI fx,Al='i' i°'IEGf: 4*,,o Al1.•tt sIi#;#t4 six t"LlNI2 5�: N. Nat�ft#�s,i•�►t+. w/ 4 • IGa J I A. 5NP w , �, (','b) BRIDGING TO JOIST OR RAFTER. TOE NAIL EACH END..,......2�-8tf 5. NO PIPES OR DUCTS SHALL -BE PLACED IN STRUCTURAL CONCRETE . , GAI Ct +`s i{Gy f u: +. # c) SUB -FLOOR SHEATHING. AT ALL BEARING$: -UNLESS SPECIFICALLY DETAILED.. . -r-rp tK �rA�'t'�it _ .. I icy • Tea � W,1V M. ,ANC '� -iP H• +•} 1X6 OR LESS, FACE NAIL ................... 6. CONCRETE FLOOR SLABS VARIA11ON FROM LEVEL TO BE NOT MORE _..................................2--a` THAN 1/s IN TEN {Io}T. .............................................. .- "this' t"�.A?f - .1CI5'I t111.IZ, II: • .>� ,,,,, «" ,,,,.,;✓.+dK ,'.Yl.�': 1X$ OR, WfDFR, FACE NAIL. 3; $d • 7'. ALL EXPOSED CORNERS OF CONCRETE SHALL BE CHAMI^�.€�tk€? :sJ4" 2X 8UNI7 „OR FAGE.NAIL.. .2--t6d UNLESS NOTED OTHERWISI~. I ". i M✓ `� .", �•., » # .�. d) SOLE:PLATE TO JOIST OR BLOCKING, FADE NAIL,,.,.16d tr< 16 o.c. r `n G o TOP PLATS TO STUD, act��.ax� � 2 2x tI,A'��� t t . � D, END NAIL.,,Y.,..Y.Y...♦,,iY............:.............2-�•�s� t•� 00 � c � t +164 A81+t OLOC #C t PLAYI ",.%r i"GI . ... ... . ,..«. STUD TO SOLE PLATE, TOE NAIL ............. r "" W ' tr } PII`'�• +gt�4.ASlC' +ttt07ut► tdf" �l+`.l» �. � ! o; #}..........................�-^$d it 'SIT 'i�NCN DOUBLE STUDS,,FACE IN THE ABSENCE OF A FORMAL SOILS , -- ?' � Y g} ACE NAIL ............ .........................16d �P 24 o,c. 1. A IL REPORT. MINIMUM VALUES ,� .�• f Yi"" sI<i', �C ..."� 1Y1✓ 1 «-•--' 3 i`"L,�h ti : s ry " PER U.S.-C., TABLE 29A & 6, SHALT. 'APPLY. ALLOWABLE; SOIL fiTl?iIS *«+«« xR STitlti iNJi,i.t, ._ I h) DOUBLE TOP PLA"iES, FACE NAIL...............................16d 0 16 c.c. �BEAMING PRESSURE 1000 P.S.F.PSF'BOTTOM OF ALL :FOOTINGS ' I SHALL BE PLACED A MINIMUM OF 12" BELOW LOWEST AD%jACENT i C, r� ) TOP PLATES; LAP $ INTERSECTIONS, FACE NAII...................2-16ci GRADE. :. I ROOF ' SHEAR 1• K CONTINUOUS HEADER, 2 PIECES EACH SIDE...............16d 16"c.c. / ` €f k) CEILING JOISTS OR RAFTERS. EACH BEARING TOE NAIL.........3--8d 2» FOOTINGS SHALL ICE POURED AGAINST FIRM, UNDISTURBED � U NATURAL SOIL OR ENGINEERED COMPACTED FILL AS REQUIRED ! I *• f) CONTINUOUS HEADER TO STUD, TOE NAIL..............................4•-•8d ' BY A QUALIFIED SOILS ENGINEER. m) CEILING_ JOISTS, LAP OVER PARTITIONS, FACE NAIL.,.,,.,..,.,,3-16d 3. DURING SITE GLEANING AND SITE EARTHWORK OPERATIONS, ; _...__._. h} CEILING JOISTS TO PARALLEL RAFTERS, FACE NA`L..............3--16d CONTRACTOR SHALL DETERMINE IF ANY FILL., EXCAVATION OR BURPED FOUNDATIONS, DEBRIS OR STRUCTURES ARE 'ON SITE. , o) RAFTER TO TOP PLATE TOE NAIL ................................. .......3--8d . � � IF ANY SUCH ARE FOUND, OWNER'S REPRESENTATIVE SHALT, BE I � • } P) 1" BRACE TO EACH STUD AND PLATE, FACE NAIL.................. 2•-8d NOTIFIED .IMMEDIATEf Y. f � � q) BUILT•- UP CORNER STUDS ............ :.•........................... . 16d 0 24*o.c, 4. ROOF AND AREA RUNOFF AND AREA DRAINAGE SHAD, BE � • • r) JOOST OR I2AF`TER ' TQ SIDE OF STUDS: DIRECTED AWAY 'FROM BUILDING FOUNDATION. 3- 16d UP TO 8 DEPTH .................. .................... ............... FOR EACH AD " Cv� ADDITIONAL �• DEPTH OR LESS.............•..,1--16 Y ' d G.1 t3) CEILING 'STRIPS; r 1. ALL REINFORCING BARS AND TIE., SHALL CONFORM TO A.S.T.M. � Z �, � x GQN'i. ,1Gflfri ttt I � � 'fix „ A` 615 GRADE 40, UNL,E5S NOTED OTHERWISE, Ibd AT b a.4, INTO 1X4 TO UNDERSIDE OF JOIST, EACH BEARING �Co c. 2 x ISL `4 NOTG:N -ONE SLANT, ONE STRAIGHT ..................•.................2-•8d -� x x•t A7 2. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING_ f>�tIM JOIST AT 2 x 4 2X3 TO UNDERSIDE OF JOIST, EACH BEARING 1 '�� Y��-�.. • a•t" ,r�.C. FL,�i1" STEEL SNAL.L CONFORM TO A.C.I. MANUAL OF STANDARD �l •Q iCvt l� 5N Y>'A2�I'I ,MAW SLANT, ONE STRAIGHT :.................................... ..2-•16d OR DETAILING REINFORCING CONCRETE STRUCTURES, „ .. • ♦ •,♦ , ♦ ., ,► ., ♦ : • * ' ;`. ♦ r , ONE ILA PRACTICE F . % L ) .a •.:•1ws S': , ! i V t.t. ♦ .s. A.C.I. J��. `Ctv 'S I~%�r� ti .'S _ Tf .w•• f.;•; . NOTE: USE STRONGHOLD ANNULARY GROOVED GYPSUM BOARD , ,..� t°�.YWaan g3N • r t;•M, ,- ''" ' "' AND 'PLAST'ER CEILINGS. STRIPS SUPPORTING PLASTER ` ,.' . • `s� , ," :'� :• ` .: •• � 3. REINFORCING SHAD. HAVE MINIMUM CONCRETE COVER AS FOLLOWS: 't � � �fi►�x pia Cf •NJ D wIzz y,,,#� • • ` , :. `, . , CEILINGS SHALL BE WIRED IN PLACE IN AfDDITION TO pact . ; . 4 ;' •' NAILING, UNFORMED SURFACES, EXPOSED TO EARTH ...............................t I. t BUILT- UP BEAMS: FARMED SURFACES EXPOSED T`0 EARTH OR WEATHER; SurT of°LtGfr ttaNai» f'a�►71N�3 ,. *, .' ...,:, ) F,4°S.►rrf.4 JO#�T'�� �.. i�I-AN I~, iS• �. #,... ,: +.�.` :.' No. 5 AND SMALLER ........ .,1.5" .. , •K Pw04 �► > + . ; • .: I 2X11T OR LESS: STAGGERED AT TOP be BOTTOM.....20d N 32 o.c. No. 6 THRU No. 1$ ............... ,...,,......,,:... .......,.. ,. 2" i -r-FEN V.W.. 2.2x Ii°LA'tI;S X3Cs":teetNNE3 t.., '• SLABS POURED AT ENDS., RED AGAINST .EARTH, , 2" I f# �j� _ ��+� � IOLIGI I 'B+ /j'� 7/iA077: +° > '. !� . •« ' , . ,, ..,y..............................................2-20d ....,. « / +� 2x �5 P,16 V4 q„'d X .� 4� ., ♦ . 2X12 AND LARGER: STAGGERED..................1 2", BOLTS 0 24"o.c. U C6 ''Iai y 'I". "',.+f""�GINC� i " 'J 2 x 4 t 17. !" 1..C?GK`tar .{W ly y, ff 9t ;, ► c e . + ,.��"• . , a '" N j c) �! l�aG• h•i: ,rj/yst ,:'JA*Lf ♦ 51.�..a t?• t�"A, - a^ '^ �M\ �" i ttJ I IfiGI AT +�ri 0 i?.G. C� �� •��FV�y//'�����T�t�� 1 , /►���. i��/'y'j. JiIVM�N/�rMM� '�I.t.! ••Y•*+I,j1• i��� • # x � � I*,.-t USE SIMPs A36 lrst!i `7" ►j' • , ' 4 �j fr .aNGc AT ?•4" c+,c. fiDt,IL'"rLt x •� TOP.ZS7"7vt+txlsr. ivE�sr:aor/nrr;► O INSTEAD OF 9�#,.iKYs PL�,7l�r SET,: PLAN 3 Idt�t°I•+ E-+ I'MOV'M M2$- r 1r'�14 .P,� -5-rUtP A►.1 HOK6 �ilK, ftr, i�t SI�LIGI;Y MAIL , 4* STRAP � 1. WASHERS SHALL BE USED UNDER HEADS AND NUTS OF ALL BOLTS 05HgAK WAU, lokjr-t, IcHapaffl Aw Fauwvknow MM. ATTIC, BEARING ON WOOD. THE WASHERS LISTED BELOW SHALL BE USED..< W#7rN'S1aCa�• IN THE FALLOWING LOCH BONS: MUDSIL L TO FOUNDA11ON FFf v1 �P, '_' 22.`xwt ?' #} WOOD LEDGER AND CAPS TO. CONCRETE AND MASONARY WALLS - c) -AGAINST 2X MFIvfBER WHEN 2X MEMBER IS BOLTED TO A HEA • • , VIER ' � , u �` MEMBER OR IS, USED TO MAKE A BEAM d)., STANDARD CUT SMASHERS -MAY'SE USED ELSEWHERE UNLESS �» NOTE ON THE DRAWINGS I _. a t A. APPLICABLE BUILDING STANDARDS: ,•,�„pt„�, BOLT STEEL, WASHERS %� 4 0 MIN. 4 . p mlwr . Mb. 1# (6 !•t,�+) 1. zoos callf0mr Plumbing c«sQ (CPO) MALL» IRON010t. U.) ,. SfZE SQUARE ROUND • ROUND 2: 200t CaNfomia. Energy Cate. (Title24,-Part 6) #� 3. zwl Cat; la Suitdingpog! cwB - I _ :,IC. 1k f JOINT . Jru•Ir r , I t t*I.`k SIZI~ � �m t M-y / •,pyw,.,� 'tGI�.f�'•c• Siff° �'9"�'i ; FaD 1M1wIrllrre " 5 f8 2 1 /2 X od TrS . TS SDI; . z , tt t11 : t � !JIL 5'1." 1C'o M J. lyl?' (.j.t`. 1•./�{ 3 lll.ir ,,✓- o }� } ,A / I V• #fr1 •"71+7i �lifir Y•Mls�� -t'�I`♦ . '��'`• ♦ •.4` +/•'� 4r yew± t} • ' ♦ •'� r 1. G/ i �' i •� -x 3 f3 d MIN. 1 xG+ �.�•? IN r��• a , . , <... II`J�'I'r��t•••L.I~,ta :: ota ,, _ I . ..: � fI ft#EfZ,• { I�'AGIr I f� SIL.•4'x0 Top I"t•.1�. Y�'fW�lrN` TI�S I#I'tSI;IEA'i l?�tX�. A' Aix t �- /� /��,r }�,/���[ • ♦ - s,�r,•r.,.susa»vo� eoNsraucnoa�,tA REW s: 3; •!• R �i,'�Mr Pfl/ f•1/'r*r tsw.lniBV .AND St30MITA8{fa PlN73114WiN9� • } ruwa.N,ar.Vw1CeREturxri+t ta:AT(ON OF'Tif£eHEQ ONTHE = •... , .. • �; _ I t t uwtqr�eNTatw. Pf'PEgtY,aME PtF�1PftN(iQ1ViS70H5:. '. - 3 q' -_, e . '�. .: APPROVAI' 5IREQWRE0Z_p10 fiv'HE - • . .. : "t ! _ ,• ! �s;j x '• - NA. OF8U1t0)NBANDpkUtdE1N{; l). nt, Q ♦ , V T I V" M'• ��Y/ Tyn VALUE j 14-ICpj 14AIL S . 2'12x ,' 1(02C.> G 1 G-- I &J t4AILS X 2140 ,355E I= 4 3 t�f.•'I.5 a-2x .47A.0 MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R Note: Lowdse residential buildin s 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 shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: 150(o): Minimum R-19 Ceiling insulation. X 150(b): Loose fill insulation manufacturers labeled R-Voiue. X 150(c): Minimum R-13 Wall insulation in wood fromed wails or equivalent U-factor in metal frame walls (does not apply to exterior mass walls). X * 150(d): Minimum R-13 raised floor insulation in framed floors. X 150(I) : Slab edge insulation - water absorption rate no greater than 0.3 X, water vapor transmission rote no greater than 2.0 perm/inch. N/A 118: Insulation specified or installed meets insulation quality standards. indicate type and form. X 116-17: Fenestration Products, Exterior Doors and infiltration/Exfiltrotion Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U-factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; oil joints and penetrations caulked and sealed. X 150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only. N/A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 150(e): installation of Fireplace, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplace 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 pilot lights allowed. X Space Condi#ioning, Water Heating and Plumbing System Measures: 100-113: HVAC equipment, water heaters, showerheods and faucets certified by the Commission. X 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. X 150(i): Setback thermostat on all applicable heoUng and/or cooling systems. X 1500): 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-recirculoting systems, insulated (R-4 or greater) . 3. Bock -up tanks for solor system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined intemol/extemal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tonk. X 150(m): Ducts and fans 1, All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC section 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 req irements of UL181, UL181A, or U1181B , to than 1 %4 inch, the of mostic and either If mastic or tope is used seal opening greater combination mesh or #a stroll be used. Buitding coves shall not be used far conveying conditioned air. Joints and duct and their components shall not be sealed with cloth back rubber addhesive duct seams of systems tapes unless such tape is used in combination with mastic and drowbands. 2. Exhaust fan systems have bockdroft or automatic dampers. 3. Gravity ventilating systems serving conditioned space hove either automatic or readily accessible, dampers. X manually operated 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78 % thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot fight. 2. System is installed with: a. At least 360 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. N/A 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)l.: 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 righting control panel at an entrance to the kitchen. X 150(k)2.: Rooms with a shower or bathtub must have either at least one luminoire 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 (nsulation cover) approved. X c14.8 Genera! Requirements 05.8.1 Notes to be placed on the plans: 06.$.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. 07.8.1.2 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(a)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 identificotion. CF-1 R FORM CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 1 CF-1R ProjectWTitle .......... PROPOSED SANDOVAL RES Date..07/14/05 16134102 Project Address......., 1122 S GARNSEY ST wwwwwwx€--------------------- SANTA ANA wv6.01 w _ 1 Documentation Author... Christopher S. Leighton wwwwwww ____ I Terry Engineering Ilj_ -_ __ Zfell 13691 Red Hitt Ave. I Plan ^Check / Tustin, CA 92780 l _ s_ ___ 1 (714) 838-1124 1 FletdCheck/Date I Climate Zone.........., 08 _____________________ Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. -------------------- I MICROPAS6 v6.01 Fite-SO505220 Wth-CTZ08S92 Program -FORM CF-11? i I _____�. User#-MP0206 �wUser-Terry r_Eng Engineering i ng Run -PROPOSED SANDOVAL RES _______i GENERAL INFORMATION ------------------- Conditioned floor Area..... 1711 sf Building Type.............. Single Famlty Detached Construction Type ......... Existing Plus Addition Building Front Orientation, Front Facing 90 deg (E) Number of Dwetting Units... 1 Number of Stories.,........ 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 13,3 Z of floor area Average Glazing U-factor... 0,99 Btu/hr-sf-F Average Glazing SHGC....... 0.74 Average Ceiling Height..... 8 ft BUILDING SHELL INSULATION ------------------------- Component Frame Cavity Sheathing Totat Assembly +Typew__M�w Type R- _ vatueR- � vatueR-value U-factor` Location/Comments - ----- Roof n/a R-19 R-n/a R-19 0.051 Existing Attic New Attie Celt Watt n/a R-0 R-n/a R-0- 0.386 Existing Ext W Wall n/a R-13 R-n/a R-13 0,088 New Ext Walt Door n/a R-O R-n/a R-0 0.330 Exterior Door Floor n/a R-0 R-n/a R-0 0.097 Existing Floor StabEdge n/a R-0 R-n/a F2=0.720 Covered FENESTRATION CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 3 CF-1R Project Title.......... PROPOSED SANDOVAL RES Date..07/14/05 16i34iO2 I MICROPAS6 v6.01 Fite-SO505220 Wth-CTZ08S92 Program -FORM CF-1R I I User#-MP0806 User -Terry Engineering Run -PROPOSED SANDOVAL RES I ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance spec I f I cat I ons needed to comply with TItte-24, Parts i and 6 of the California Code of Regulations, and the administrative regutatlons to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a singte buitding plan to be bultt in muttipte orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section, DESIGNER or OWNER DOCUMENTATION AUTHOR Name....V _____ Name.... Christopher S. Leighton Comps MR�7ANA SANDOVAL- Company. Terry Engineering Addres . 112SEY STREET Address. 13691 Red Hitt Ave, A 92707 Tustin, CA 92780 Phone... (714) 647-0855 Phone. , . (714) 838-1124 License, ------------ Si gne .. -�_ S l geed„ VIAW 4- __ - ( date) (date) F'ORCEMENT AGENCY Name. , .. _ 2+�y..1g1tf!'!n.1.._____ Title. , . _W S8�11-Rs_i_d Hi�Av_iflnue ____ Agency, . _ Tueft, CA 9V30 _ - 7 4.8XI124 Phone... 5 Signed.. ________ ZoeN) Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins W i ndow Left (S) 12.0 0.990 0.740 Standard Standard None W i ndow Left (S) 12.0 0.990 0,740 Standard Standard None Window Front (E) 12.0 0.990 0,740 Standard Standard None W i ndow Front (E) 12.0 0.990 0,740 Standard Standard None W i ndow Front (E) 12.0 0.990 0,740 Standard Standard None Window Right (N) 12.0 0.990 0.740 Standard Standard None W i ndow Right (N) 12.0 0,990 0,740 Standard Standard None CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 2 CF-1R Project Title.......... PROPOSED SANDOVAL RES DQte.,07/14/O5 16i34i02 I MICROPAS6 v6.01 Fite-SO505220 Wth-CTZO8S92 Program -FORM CF-1R ! 1 User#-MP02O6 User -Terry Engineering Run -PROPOSED SANDOVAL RES ! ------------------------------------------------------------------------------- FENESTRATION ------------ Over- Area U Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins W i ndow Back (W) 6.0 0.990 0. 740 Standard Standard None W i ndow Right (N) 6.0 0.990 0.740 Standard Standard None W i ndaw Front (E) 20.0 0.990 0. 740 Standard Standard None Door Left (S) 20.0 0,990 0.740 Standard Standard None W i ndow R I ght (N) 20.0 0,990 0.740 Standard Standard None W i ndow Right (N) 12.0 0.990 0.740 Standard Standard None W i ndow Left (S) 20, 0 0.990 0. 740 Standard Standard None W i ndow Left (S) 20.0 0,990 0. 740 Standard Standard None W i ndow Left (S) 20.0 0. 990 0,740 Standard Standard None SLAB SURFACES ------------- Area Stab Type (sf) Standard Stab 810 HVAC SYSTEMS ------------ Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airf tow Location R-value Leakage D Type Furnace 0.600 AFUE n/a Attic R--4, 2 No No SetBack RoomHP 10.00 EER No Attic R-4.2 No No SetBack WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gat) R-value Storage Gas Standard 1 .60 50 R- n/a REMARKS ------------------------------------------------------------------------------- 00 ------------------------------------------------------------------------------- loiqlblf ------------------------------------------------------------------------------- 1 640 441. UPON COMPLET IBN OF CONSTRUCTJONi CONTRACTOR SHALL OBTA9+ CR,- R*FORMIS FROM* THIttk1FORgIA ENERGY COMIUSS I ON ATs www. energy. ca. gov/tlt(e24# (CLICK TO FIND RESIDEENTIAL COMPLIANCE FORMS) THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR PRIOR TO FINAL INSPECTION. Z UJ Z 0 H. �,1FESSlp�, No. 17014 * Exp. al-�r � CALtF LW 0 W co "0 <ZL< (f)LLJ (f) Z 0 Z Q ta.. C LJJ 0Z 0LyV)< CL (N 0 C ryr" CL (/) W tY Id W t3^ U H Q ,• Z Date: 07-15-2005 Sods: AS NOTED Drawn. CL cheded: Jt Prat we: 07-15-2005 Job Pro: 050522 sheet: T-24