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OF COMftlAr�(ji: gI , IA.^ff .. .r. t/'' } i i. �'Cl din. ' 7-MA... w GENERAL ,1NEQ&MA, TION Total Conditioned Float Aa G Average Ceiling Height: tt Conditioned Slab Floor Area ftx Building Type: V Single Family Addition (check one or more) Multi -Family Existing -Phis -Addition r Front Orientation: Noah South t East f West I All t rkatatioas �y Numberof Stories r orianationindegrees fmmTrue North and circle one) !s cent Number of Dwelling Units: Floor Construction Type: Slat iced Floor eircte nice or tints) RADIANT BARRIER {,-muired in climate zones 2.4. 8-11) Required for this submittal- yes __no BUILDINtG IM LOPE INSULATION Component Type Frame Type wd = wood ail = steel Cavity Insulation R-Value Sheathing Insulation R-Value Total R- Valuer Assembly U-Factor, I.oca"Comments (attic, garage, WICA ete.) Walt Roof Floor Floor Slab Edge TIC 4 vim,14 U It. s.'i .1 its'"�t�ItaF7[tSTa..a.tl�'3ti82'Lt.'i�*��lt�I'^'S}a"T$'' + i mm" f-01 the prescriptive Package. 'n EE-NM rrit* `i fill :ai1x^w lit tlrrr' Compliance Forms August ti CERTIFICATE OF COMPLIANCE: , i ! , Note laprt hydnwtic or combined Wrestle date ohhddaahda water Bating Systems, cW Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Beat Pump Type(Aamceilew Efficiency Location Piping Thermostat Configuration dxc AFUEor ante ete R Value T a Cooling Equipment Minimum Duct Heat Pump Type (*-Widow, Efficiency location Duct Thermostat configuration bag ennuis SEESt etc. R-Value or _.7 ., _ - SEALED DUCTS and TXV$ (or Alternative Measures} Ei Sealed Ducts (all climate mtia) (Installer testing and certification and HM raterfield ve ification reined) Q TXVs, readily accessible (climate zones 2 ad ll-IS only) (tastall rtasricigadcertificationandHERSRatesorfieldverificationrequired) Gl Refrigerant Chine/Air Flow (diaate zones 2 and ads only) (bowler testing and certification ad HERS Rate er Gold verifteasme required) OR Altemative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for project Climate Zone) Climate Zone Window SHGC Window CFFactor SEER Heating __6. .---.tl.t.. �..._._.__..........._-.,._._._..___.___.�-..__� WATER HEATING SYSTEMS Energy' External Rated' Tank Factoror Tank Water Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation TvVe T Josystem orBtutYr lone) Etficieunc eYe R-Value t. Fa small gas stooge water hatas (rated inputs of less tea at equal to 7S.W0 Showl electric res aaaa, and hest pump wan lusatess. fist Energy Factor. Forilep gat swage water balers(OW mpa ofgrata don 7SAW ShAwl list Rated Input, Recovery Enaox7 ad Sadby tars. For iasummem gas war heaters. On rated inpu and recovery elftciencies. SPECIAL FEATURES (add exgR sheets ifpecesmrvl, Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual). Package G thermal mass (thermal mass type, covering, thickness, and description). MANDATORY MEASURES CHECKLIST: RESIDENTIAL ffM I orz MF-IR. Note: Lownse resideruiat buildings sui jet to din Standads must coolant these ttteaatres tt ofdte compliance owmactt used. twins marked with in asterisk (*) maybe superseded by awe rot oa> Liana t aus listed on the Con dfi aateof Complumcc. When this d=kbg is hmmMw tY d tuft the permit 4wm mt% the "Wes noted shall be considered by M paMdes as minimum wasportartt pnxBwmmism specifications for the mmtdswry whoger day are *am elsewtme in din documents or oat this damist Tardy. , Instructions: Check or initial applicable boxes when completed or ender NtA if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Mcasares: • §ISO(a)r MinkrumR-14calingdaadaion. §d50(br. Loose fill imedaeion s hbiattd ti vhw • IIS%cr Minkm m R 13 woR kmdation in wood f wad wads or c* dvalam il•Facro M metal fume vmh (does rest applyloadenarmassmaas ° 11I50(d): Mini+aan R-13 rsised ftc bmdaim in tt nted 000m §150(1): Stab Wgekmdstion-wonabmptionnattwpatatlun0.3*Awuaysiw&wdmj siannaera 9mowdm"pmrmiff §118: lmadation spexif ed or installed arts inwktion quality aoudads. liideeane typo and rota §116.17; FenesuatioaftoducL-,Exteri*rDoeModirAlbeWrvfxfikmtimCoomb t. Doors and widows between conditioned ad uncoditionedspacesdesignedm limit airledollp. 2.Faiesastionprodiiets{aaepteriaa•Eibriagad)lcavetabawidnn>enifiedtl.FalGaf.axttifidsoleHca Gaut coe8ument win" and in8lbaioncatiflaxien 3. Eaetiordom ad widows wealiasripptti; a0 joints and pwdtgiom anilked and nmkd. §150(0 VVwbmriusmmbtocyiaCk=ftZw&sl4widt6otdy. 4150(4 Special inliluitionbarrierimealledtomaptywith IISImcciscommiuimstuditystandards. 41W# lnsWtWmofFimplaues, Decoration Gas Appliances srdGas Logs. 1. Masonry and racim-less t fireplaces have: a. closable mew or atom door b. Ocaside air intake with dumper and eound c. Flue damper sad control 2. No continuous binning gas pilot iigbts allowed. Space Conditioning, Water Heating and Plumbing System Measarex: §110 §u3: 1ivA0 o piipmad, waterlsoiters. stiowRtlsadsaid finiatscatitiod by the Commission. §ISO(b)r tiatingandlor000liiiglo> rafia+htidiiiraaSoMaanmwN6ASHRAE,SMACNA"orACCA. 4t�(ir SetbockrtuKinoxtatonatlappliesddobeaingwidtacardiaigayate:co. 11150(ir pipe ow tb* in sfieion I. Storage gas water hestas rated virus an Energy Facer less "O.Sa must be externally wrapped with insulation having an installed ttiamd resistance of R-12 or grena. 2. First 5 fea of pipes down to water haear inek rican [ei4nisdaitig system, insulated (RA or greater) 1. Back-up anks for solarrptem. unfted storage sanks,or other indirect hot water unim have R. 12 eaened insulation or R-16 combined iedo A4werroi insulation, 4. Al! buried orexposed piping insulated in recka>btirigseetionsof ho water systems. . S. Cooing system piping below $5, F imutuod. 6. piping insulated betweess hating sauce set indirect bee water wok. Compliance Forms August 2001 A-5 -MANDATORY MEASURES CHECKLIST: RESIDENTIAL z of MF IR Now: Luwnscresidential bm'l4mgssabjeettodue Starehadsmug coreaiathese meaaawtregardless oftlaecompl'isewe prae6ttse& kcsns marked with to asterisk(«)troy be superseded by owe sniageat eduaptiaae eequ isemastt iisled on ftCerdBale nr Compliance. Wheadrissltodlistisiocapora0edinYYtbepermit doaaminus, dofestittes wiled shall becauidarmbyall porlitsas nummum oamporiatt pefwmaaroe specifsatlonx for the mandatory measums whether they am shown daawhete into documents cr rat this ndrixtdist ardyr, instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Cotrdltioning, Water Hating and Phambhtg System Meaaursr. (cautioned) • §150(mr DossadFmu !. A0 duatsad piaaus isfa0d, aeddad iam6td tomaetdntragiciremaaofthe {94at?,tCSmdmrs60l, tiO3,60t,tad Suadaad 63:dices iceairaedaoaasarhesan iaaglindlardafR•42 ernidoaadoaidy is azditiaad spwa.OtpaBrigtintadlleaded will uastit;tapc, soosdaeaHaReratba dnesciaecac>ysan datmoettdsaappliadiksequbaoin+tsortA.ltt.UL1EUD,oriA.latB. uaaaieartapeisosedbsed opaungsapaaa man 114it* On comb, oaccofma6caadeguermeshorupethenbemod. Delft uvaerafisq notbeastd faramveyingaorwGtioned Jatrrs aaa henna ofduetsyaececaaid ibeir coaryuorraits start out besalod with dots back mlibtr adbaiveduct tapes unless such ape is used in combinuian with martin aid dr:vrbmds. 2. Building orvitdea, wppot platens for sir b Weller , sod plernmadefinedor comwucw ni& mmaws ocherthanseatedsited mini.dud board or fictibleduass4pambound for comeykconditioned air. Bulling orudtt cad uafpport piafotms moy atpairudugts. flogs imtdlad btsvitiis and seippnrt plmiams staatl not be compgxd w cam reduc tkm inibtaws-see iaidaseaofdm4u ds. 3.Jokes and seams ad'doet syacros and the r oo poncru shell not be salad wilsdoth bade nPobar idhasive duo tapes ureika such ape ds used is coaibitndoru with ataxic sad dnwbacds. 4. Fxhmsst fsa symm bave buk deftor sutanaie dampers. S. Gravity vantilatdiig systans xarvii�maditiocer+d a�abava aiattr acaaanMic orrddily aesaatsibti:, manuaidy operad dampen. 6.prateetwnof4asdaleei.fursertaioceshrtibeproosetedfmotLaawe.irictwliagdritdtieroaatig)it, _ moistum.Wuipnait aid wind burnottaaYndtodseftilowing:tandNionexposed to wetha shout be yugable for itYdearadYieC e.g„ pmteekd try asiosiaun, shataneW, painMedanvaa, aplaxiecover_ Cdtutirlesnzimwiaiassiauboprotanedaabtroaorpainiadwcuha000eiregdatds waerreuManxsd andd Eoumlartadiaioathadacieacae oftMmataiad. §Ile: Pool ardSpa HeatingSysammedF.giupmau. 1. System is certified with Tali diamalelftciency, anotfswiteh, wadcapoofoperating insuswtions, so eteisric resistaictl>amuisa and rio pilot Ggbt. 2. System is insWkd with: a. At teats 36" ofpipe between filter and bona for fiesoc enter hating b. Coverformndone pools oroutdoorspas. 3. pool system has directional inlets and a ciraduion pump time switch. §I IS: Gas fired central fiasaas, pad hales, spt hesters orhouvsdrotd trookbrg appiianices hurt to Mari' I' : Nai deardal daisaes trill c lso Btusu) §1Ia {i): Cool Roof materiel mitt apeedfiai iaiteria Lighting Measures: §tS0(k)I.: tuminairesforgm"figjdinginWidenssdaphavetsopaw#aneAtncyor401urnnahwaa er pinta fa gaga.! ldgdaing io kitdars. This germ IW*krgshdt be cwwd d by a switch an a raddy err ea" oaaoai Stan taranoetadatiildlen. §i50(k)2.:Roomwahwstwvnsorbodoktrwsthaveeithwaticesroutelumir i witshopsMidian efrwagof4otumemmumerpeatyswkd$Watdiea* metotheroomerorueofduewitainaivawthis allowed in §tStl(kj2.: and initadasat rtetsed uxddng faraxa ore tc {i,isulaitncova} approrequdnmimt red. R I- v) X w 5'-0' EXISTG. f I---F ----- --------- I ----......... ---- i I i I I # i # # i I # i � # I 1 i I i I I i i 1 I # I I 1 e L= 87.16' ' E.3 E sh` 0 El 'vat C) 4§ c# ,o.` file BUtl,{i si 10111 EIL "5 4 ? Rf J Y* 3 i6 tiv �a� (� ,� ' and ,� d <'� ,�x, kw f �t a ,a� r (f§ oil the, job all1, W omb. i"', "' it is v naa,�.�,si,sy. tr or a a" "�fi "ans via �. 9ne 1�F � ." la s s € a vh > '�' � �:itat�a ;:�'I�t� a �� a' �� �$h:e�a City W1 Sawn Aria. 'rh' acceptance f ce plan arval ;v a' sat.'aSHALL 0410grl O held to ;arena, i t x ,u an a ins ao al0, ,: � o_af imly f z Accepted 7 tj 0 31.,,- . / e , t SA t(hA I . P€'"idI: 6 Ike i;.... i"3Lc..,d %, e.. ELECT R BG MH GRADING 'a OCC. GPQtU1E____ I ON ,46E w 5'-0, EXISTG. i I i#_---------i_7_------- # # # # _ ---------- i I # REMOVE AND # # # # # # I # # REMOLDEL # STAIR'S ADDED AREA I I I # TO EXISTG. ► # # i I # RESIDENCE # # # # I - I------- - -- -- - - - - - - - - - I ----- I # I ADDITION # I GARAGE I J \ \ # JJ # EXIST'G. HOUSE 4 _ - ! # me at ins ins � J # EXISTG. SKYLIGHTS \J----_____ --__�# ,i 1 �� T d ____________________________'� f� NG DIVIS W Compliance Forms August 2001 A-3 Compliance For z August 2001 A-6 # CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CE.-1R .... _ # Project Title ,.late FOR # # ' PLAN J \ COMPLIANCE STATEMENT , g r Ir _ _ _ _ _ _ _ O This certificate of compliance lists the building features and performance specifications needed to comply with UR, V axiv changes.ADDED AREA Te 24, Farts I and b of the California Cade of egulttions, and the administrative regulations to implement iG�1TO EXISTG. DRIVE them. This certificate has been signed by the individual with overall design responsibility. When this certificate RESIDENCE of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/R.entarks section. The updersigned recognize that compliance using „ duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS I 01115 NAL'- NOT rater.'AnO 0 a ryryw. O 1tt Designer or Owner (per Business and Professions code) Documentation Author PROPERTY LINE L= 87,16' Enforcement Agency Nance: ddk Ash. Title: Ag-1~ Teltphtme: dam SITE (sioutuaelstamp) (doe) SCALE: 1/8' w 1'-0" Compliance Forms August 2001 A-4 1 PROJECT DATA TRACT # LOT # PARCEL NO. ;# LOCATION: 1321 MAR-LES WEST, SANTA ANA, CA. OCCUPANCY: R3 CONSTRUCTION TYPE VN LOT SIZE: 11,592 AREA SUMMARY: 1ST FLOOR 2ND FLR, DECK GARAGE TOTAL EXISTG. 2,181 1,021 132 406 3,740 REMOVED: ADDED: 623 623 TOTAL: 2,813 1,021 132 406 4,363 SITE COVERAGE: 4 ROOM NUMBER 3 XX 1�------ WALL NUMBER & ORIENTATION X 9WALL ELEVATION DRAWN ( IF SHADED } 2 SHEET WHERE ELEVATION DRAWN XXX BUILDING/WALL SECTION XX SECTION {} DUPLEX RECEPTACLE OUTLET ARCI= ARC -FAULT CIRCUIT- INTERUPTER. SINGLE POLE SWITCH 2 DOUBLE POLE SWITCH WALL MOUNT FIXTURE CEILING MOUNT FIXTURE VFAN/LIGHT ( 5 AIR CHANGES j HR. } 17-lu FAN ( 5 AIR CHANGES j HR. ) LJ RECESSED CEILING LIGHT 1 COMMUNICATIONS SD SMOKE DETECTOR, ICBO APPROVED, CEILING B MOUNTED, HARD WIRED AND Wj BATTERY BACKUP WALL LEGEND: EXISTG. WALL TO REMAIN EXISTG. WALL TO BE REMOVED j{® ADDED 2X4 STUD WALL 0 16' O.C. , -to Too t t A � I EX EXISTING AL ALUMINUM DBL DOUBLE F.J. FLOOR JOIST T&G TOUNGUE & GROOVE TYP TYPICAL W/ WITH GYP BD GYPSUM BD. S.F. SQUARE FT. PSF POUNDS/SQ.FT. O.C. ON CENTER P.G. PAINT GRADE CHG CHANGE PT PRESSURE TREATED FAU FORCED AIR UNIT BM. BEAM PL PROPERTY LINE T&B TOP & BOTTOM RE FINISHED FLOOR STL STEEL SAR SUPPLY AiR REGISTER C,J. CEILING JOiST T.O.P. TOP OF PLATE BN BOUNDARY NAIL FR. FRAMED M/C MEDICINE CABINET WD WOOD G.I. GALVANIZED IRON HDR HEADER DRAWING INDEX C COVER SHEET, SITE PLAN, T-24 A.0 AS-BUILT/DEMO FLOOR PLAN'S A.1 FLOOR PLAN'S A.2 EXTERIOR ELEVATION'S A.3 EXTERIOR ELEVATION'S SA FOUNDATION PLAN S.2 ROOF FRAMING PLAN S.3 SECTION'S SGN STRUCTURAL GENERAL NOTES SD.2 STRUCTURAL DETAILS TOTAL ( 10 ) SHEETS REVISIONS (i� 1 _Z G� Q G: �y 00 rT rL w ¢ i t5 CD Z � ,cC c cn {W P""®f #.""�( r- to LU ce E-4 ro GT, '` ;rr99dt i� all 41 T� 10 t R3 iq DRAWN: CHECKED: JOB NO. DATE: FILE: SHEET NUMBER: OF SHEETS: E. M FieldChecklDate Compliance Method (Package or Computer) Climate Zone Enyomemant Agency use. unly� GENERAL INFORMATION Total Conditioned FloorAre Average Ceiling Height: ft Conditioned Slab Floor Area III Building Type: _.U,� Single Family _ Addition (check one or more) _ Multi -Family _ Existing -Plus -Addition O Front Orientation: North South t East t West t All Orientations A �Tr-ptitfrom orientation in degrees from True North and circle one) Number afStories Number of Dwelling Units: _ Floor Construction Type: Slab aised Floor(circle one of both) RADIANT BALRRI' aR (required in climate zones 2 4 8-15) Required for this submittal- yes __no BUILDING ENVELOPE INSULATION Component Type Frame Type wd = wood stl = steel Cavity Insulation R-Value Sheathing Insulation R-Value Total R- Value' Assembiy U-Factor' Locwion/Comments (attic, garage, typical, etc.) Wall Roof Floor Floor Siab.Ed e ' Hor r�escripnve eamphance Iota} R-Value and Assembly 21-Factgr are not required for awned -framed wa}I thai meets cavity R-value insulation requirements for the Proscriptive Package. FENESTRATION Shading, Devices rs • r ����� 1 III. ����_� �rrrr�'� 1VICANDATOit ° MEA RES CHECKLIST: RESIDENTIAL (page l of 2) MIS'-lR Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they ate 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: • §I50(a): Minimum R-19 ceiling insulation, §l50(b). Loose fit} insulation manufacturer`s labeled R-Value. • §15*y Minimum R-13 wall insulation in wood framed walls or equivalent U-Factor in mew frame walls does not a to exterior mass walls). ' • §i50(d): Minimum R-13 raised floor insulation in framed floors. §150(1) : Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no reaterthan2o inch. §118: Insulation specified or installed meets insulation quality standards. Indicate type and form. " §I16-17: fenestration Products, BderiorpooMand infiltration/ExfnitrationCommis 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except fiord -fabricated) have label with codified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. " 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §I50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §I50(f): Special infiltration barrier installed to comply, with § 151 meets Commission quality standards. § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. I. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: §{ 10•§113: HVAC equipment„ water heaters, showuheads and faucets certified by the Commission. § I50(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. § 150(i). Setback thermostat on all applicable heating and/or cooling systems. § 1506): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-I2 or greater. 2. First 5 feet of pipes closest to water heater tank, turn -recirculating systems, insulated IRA or. greater) 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 internallexternal insulation. 4. All buried or exposed piping insulated in recirculatingsections of hat water systems, S. Coating system piping below SS° F insulated. 6. Piping insulated between boating source and indirect hot water tank. Forms August 0 Compliance .erg 20 t A 2 ' J Compliance Forms August 200t A 5 ` CERTIFICATE OF COMPLIANCE RESIDENTIAL (Page 2 of 3) CF IR MANDATORY MEASURES CHECKLIST. RESIDENTIAL (Pa e 2 ore) M.F-1R Project Title Date Now Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Cortifu�te of P HVAC SYSTEV y Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as I� -J _ir minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents Note: Input hydronic or combined hydronic data a der Water Systems, Design Heating Load. or on this checklist only. Distribution Heating Equipment Minimum Type and Duct or Heat Pump Instructions- Check or initial applicable boxes when completed or enter NIA if not applicable. Type (fumace,how Efficiency Location Piping Thermostat Configuration pump, etc.) (AFUE or HSPF) (ducts, attic, etc.) R-Value Tyve (split or acka ) Cooling Equipment &4inimum Duct Heat Pomp Type (air conditiorim Efficiency Location Duct " Thermostat Configuration heat m , eve , caolin } (SEER} - (attic, eta R-Value T e s {it or acka e) SEALED DUCTS and TXVs for Alternative Measures) El Sealed Ducts (all climate zones) (Installer testing and certification and HERS rater field verification required) 0 TXVs, readily accessible (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) 13 Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) " (installer testing and certification and HERS Rater or field verification required) OR Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) /// Climate Zone Window SHGC Window U-Factor SEER Heating WATER HEATING SYSTEMS Energy' External Rated' Tank Factor or Tank Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation Type __..._._. Type inSystem -"-orBtWhr____ ( {ions) Efficient Loss % R-Value 1. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btuthr), electric resistance, and heatpump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 BoAr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list rated 'input and recovery efficiencies. SPECIAL FEATURES (add extra sheets if necessary). Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual_). Package C: thermal mass (thermal mass rype, covering, thickness, and description). DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) • §I5o(m): Ducts and Fans L All ducts and plenums installed, sealed and insulated to row the requirement ofthe 1998 CMC Sectionns601, 603, 604, and Standard 6.3; ducts insulated to a minimum installed level ofR42 or enclosed entirety in conditioned space. Openings shall be sealed with mastic, tape, aomsol sedont,co other duct -dome system that meets the applicable requirements of tJL 181, UL 181A, or UL 1818. Ifmastic ortape is used to seal openings greater than 1/4 inch, the combination ofmastie and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned aic'Joints and seams of duct systems and their components shall not be seated with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than seated sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-secticmal area of the ducts. 3. Joints and seams of duct systems and their components shed} not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 6. Protection of Insulation. tnsulauonshap be protected from damage, including that due to sunlight, moisture, cquipm,, t m arj but not limited to the following: Insulation exposed to Stab) by weather shalt be , ice e.g., protected aluminum, sheet mead, panted canvas, or plastic mvdr'GIlua'i s i ' t{ shall be protected as above or painted with a costing that is water retardantand rovides shielding from s 3ar radiation that can cause d dation of the material, § 114: Pool and Spa mg Systems and iquipment. I I. System is c 'with 78%thermal efficiency, on -off switch, weatherproof operating instructions; no electric resistance heating and no pilot tight. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating . b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. §1 is: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuLn st burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 BuOir) § t 18 (f): Cool Roof material meet specified criteria Lighting Measures; §I50(k)t : Luminaires for general lighting in kitchens shall have tamps with an efficacy, of40lumcnstwan or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panSl. at an entrance to the kitchen. § I50(k)2.: Rooms with a shower or bathtub must have either at least one tuminaire with lamps with an efficacy of 40 lumens/wan or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in § I50(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover) a eyed, Compliance Forms August 2001 A 3 Compliance Forms August 2001 A 6. CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF=1R Project Title Date COMPLIANCE STATEMENT = ( i �, % 1, s 24 a This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts I and 6 of the Caiifomia Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility, When this certificate tn>w 1 Npgm of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that µ t, is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using. duct sealing and TXVs requires installer testing and certification and field verification by an approved HERSWY rater. .°,` ir�t(.M at "w'_d . Designer or Owner (per Business and Professions Code) Documentation Author ..._._._. --X-' G-V eVh: I_...... .. . . W�4-14 IY f i e. I._... _A _r5ir.,-^l 4 " ! Lie. #: (signature) (date) (signature) (date) Enforcement Agency Name: Title: Agency: Telephone: (signature I stamp)' (date) Forms August 2001 11 PROPERTY LINE "400 py rh ANN J171N t 5,-0 unR- EXIST'G, I { ( i t I 1'7 yK) � � WV 5-0' 13 -__ - 1 > I 1 i I I I i I 611A- I I i REMOVE AND I ( I REMOLDEL I 4 I { STAIR'S ADDED AREA I I i TO EXIST*G. ( I i I I I RESIDENCE _--_---___._--___ _ ..l ru ant h I ADDITION I GARAGE I E'vIST'G. HOUSE------------------------ , i EXIST'G. \ \ f r { / I r SKYLIGHTS ---------------- �\ I I r-__ -------------..,---------------`\ I I I { I I I { w I / \ z PROPERTY LINE L= 87.16' SCALE: 1/8" = V-0" NORTH TRACT # LOT # PARCEL NO. # LOCATION: 1321 MAR-LES WEST, SANTA ANA, CA, OCCUPANCY, R3 CONSTRUCTION TYPE VN LOT SIZE: 11,592 AREA SUMMARY- 1ST FLOOR 2ND FLR. DECK GARAGE TOTAL EXIST'G. 2,181 1,021 132 40: 3,740 REMOVED: ADDED: 623 623 TOTAL: 2,813 1,021 132 406 4,363 SITE COVERAGE: 4 ROOM NUMBER 3 XX 1 ---� WALL NUMBER & ORIENTATION X WALL ELEVATION DRAWN ( IF SHADED ) 2 SHEET WHERE ELEVATION DRAWN exxx\ BUILDING/WALL SECTION XX SECTION DUPLEX RECEPTACLE OUTLET ARCI= ARC -FAULT CIRCUiT- INTERUPTER. SINGLE POLE SWITCH ` 2 DOUBLE POLE SWITCH WALL MOUNT FIXTURE CEILING MOUNT FIXTURE L 1 FANLIGHT ( 5 AIR CHANGES / HR, ) FAN ( 5 AIR CHANGES / HR. } RECESSED CEILING LIGHT COMMUNICATIONS SD SMOKE DETECTOR, ICBO APPROVED, CEILING g MOUNTED, HARD WIRED AND W/ BATTERY BACKUP WALL LEGEND: EXIST'G. WALL TO REMAIN cow-_..- _coy__ EXIST'G. WALL TO BE REMOVED "lr ADDED 2X4 STUD WALL 0 16" O.C. ABBREVIATIONS EX EXISTING AL ALUMINUM DBL DOUBLE F.J. FLOOR JOIST T&G TOUNGUE & GROOVE TYP TYPICAL W/ WITH GYP BD GYPSUM BD. S.F. SQUARE FT. PSF POUNDS/SO.FT. O.C, ON CENTER RG. PAINT GRADE CHG CHANGE PT PRESSURE TREATED FAU FORCED AIR UNIT BM. BEAM PL PROPERTY LINE T&B TOP & BOTTOM F.F. FINISHED FLOOR STL STEEL SAR SUPPLY AIR REGISTER C.J. CEILING JOIST T.O.P. TOP OF PLATE BN BOUNDARY NAIL FR, FRAMED M/C MEDICINE CABINET WD WOOD G.I. GALVANIZED IRON HDR HEADER DRAWING INDEX C COVER SKEET, SITE PLAN, T-24 A.0 AS-BUILT/DEMO FLOOR PLAN'S A.I FLOOR PLAN'S A.2 EXTERIOR ELEVATION'S A,3 EXTERIOR ELEVATION'S S, I FOUNDATION PLAN S.2 ROOF FRAMING PLAN S.3 SECTION'S SGN STRUCTURAL GENERAL NOTES SD.2 STRUCTURAL DETAILS TOTAL ( IO ) SLEETS } '( A ' {ha �. jj$j{t 0 0 — — — — — — — — — — — — — — — — — — — — — — — — -- REMOVE WALL AND STAIRS ---------------------------- AS-BUILT/DEMO SECOND FLOOR PLAN 00 ... .................. ...... REMOVE BLOCK WALL AS-BUILT/DEMO FIRS' FLOOR PLAN 0 REMOVE PATIO COVER ROOF & POST AND BEAM REMOVE EAVE GARAGE DR. .............. ...... 2—CAR GARAGE REMOVE,Zo WALL REMOVE DR, j .... REMOVE NALL REMOVE AND RELOCATE C.O. .......... ........ .. REMOVE GARAGE DR. REMOVE EAVE REMOVE REMOVE AND WALL RELOCATE 3/4 HB REMOVE WINDOW REMOVE BRICK WALL ;p REMOVE ROOF REVISIONS REMOVE ROOF REVISIONS (s LLJ Lo CN 00-412% ct LLI o c� I z < V) Lli E-1 Lli It (n u (D z < < m z CJ DRAWN: CHECKED: JOB NO. DATE: FILE: SHEET NUMBER: A, 0 OF SHEETS: r- - --- - - - - -- - - - - - - - - - - - - - - - - PROPOSED SECOND FLOOR PLAN SCALE: 1/4" EXIST'G, ME PROPOSED FIRST FLOORFIRSLOOR PLAN SCALE: 1/4!' CASINET'ABOVE GF11 GFI, Cs TYPE T DRYWALL &WON== 4� :701 'n, ko uwj 0 < L.r- 0 < < 4-4 DRAWN: CHECKED -- JOB NO, DATE: FILE: SHEET NUMBER: A .1 4 OF SH, EET$., am 1ST. ADDED 0 VATION (EXIST'G. SCALE: Ile � I'-o" FRONT ELEVATION (EXIST'G. ADDED EXIPT'G. ADDED EXIST'G, FRONT ELEVATION SCALE: 1/i" = V-0" I SCALE: Ile E I --: --,- ADDED WMPO$IMN SHINGLES OVER # 15 FELT (MATCH EXIST ) HARL�N 1- 3 X4 SAVE VENT 0 REVISIONS 00, ow-- 00 9, z ca < sn DRAWN: CHECKED: JOB NO. DATE: FILE: SHEET NUMBER; A,, 2 OF 514EETS: RIGHT ELEVATION (EXIST'G.) ._ SCALE: 1/8" = I'-(r REAR ELEVATION SCALE: 1/;4,- = V-4. RIGHT ELEVATION SCALE: 1/4" 1'-01 SCALE: 1/8" = 1'-0" N. FLR. 0 R�VISIONS 7� �l vo Uzi :,20 Cr) < to LAJ < C) C E--4 �4 DRAWN, �H8CKP: JOB NO. FILE: SHEET NUMBER: A 3 OF SHEETS: I REVISIONS I 00 Is- M Uj in f �e_ -j < Cj- < r-0 0 C> m u:p UMMALU: JOB NO. S(,l OF SHEETS: I REVISIONS I r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SECOND FLOOR ROOF FRAMING PLAN L= 7' — — — — — — — — — — — — — — — — — - - - - - - - - -- L= 91fi co 2X6 RR 0 16" O.C. 2X6 RR 0 16" O.C. HDR.. EX. HOR T .31 014 HDR. . . . . . . . 8 i L— — — — — 04 HDR. HDR. - — - — -- T EX, HDR. 3X SILL ANDPMEL — 3X SILL i - — - — - — - EDGES. c AND PANEL A 2X6 C.J. 0 16" O.C. i - \ 30 EDGES. 6 C.J. 0 16" O.C. 42X 2X I \ — — .T. — — — - - - - - - - - - - - - - - - - - - - - SD2 4X4 HDR. ^ NOTE: 2X6 0 16" O.C. U*3 SOME SHEARWALLS MAY DIFFER BY 2" TO 30 IN LENGHT, Essto L V'of W 30 SD2 FOR SW ATTACHMENTS SEE 2 & 3/SD C IT Y OF S_ A NI" AI A Q4 2. CZA�;�44484 RE C 44484 ca co FIRST FLOOR ROOF FRAMING -PLAN SCALE. 1/4" LL �FC5211 a 13 I v L9 8 Fu= ch z L J us ui DRAWN: JOB NO. -DATE. 1-41LE SHEET NUMBER: S.2 _F OF Slit0s. TOP PLATE R-13 INSUL. FIN. FLR. 12 3 SCALE: 1/4" = l'—O," R-30 INSUL. I SCALE: 1/4" = 1'-0" FIN. FLR,,, SCALE: 1/4" =: l'—O"' M.T.1 —13 ISUL, I TOP 00 1 R-13 INSUL. FIN. FLR. 12 TOP PLATE 2ND. F.F. TOP PLATE 7 co 1ST. F.F. SECTION SCALE: 1/4" = 1 —0" a SCALE: 1/4" = l'—O" SCALE: 1/4' = l'—O- am FIN. FLR. R-13 INSUL. REVISIONS ry V3 CIO w ry V)C> LLI 0 Z: <: < F- DRAW CHECKED: JOB NO. DATE: FILE: SHEET NUMBER: S<, 3 OF SHEETS: GENERAL NOTES CONCM SLC!gK MASONRY NAILING SCHEDULE (PER TABLE 23-1-0) 1. EXCEPT WHRERE MORE STRINGENT REQUIREMENTS ARE NOTED 1. CONCRETE BLOCK SHALL CONFORM TO A.S.T.M. C-90, OR SHOWN ON THE PLANS, WORKMANSHIP & MATERIALS SHALL EEN UNITS. ISEE DARCHITECTURALLSPLANS FOR TYPE, rATF RN AND JOW ETAI. THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED NAILS SHALL BE BOX OR COMMON WIRE CONFORM TO THE LATEST EDITION OF THE U.S.C. OR LOCAL CODE 2- THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING 2. MORTAR SHALL BE AS FOLLOWS. SPECIFICLY DETAILED CONNECTIONS SHALL BE NAILED SITE CONFORMANCE WITH THE PLANS BY THE CONTRACTOR 1 PART PORTLAND CEMENT 4 PARTS SAND WITH COMMON WIRE NAILS, PRIOR TO THE START OF CONSTRUCTION. THE ARCHITECT MIN. TO 1/2 MAX. PART HYDRATED UME -JOISTS OR RAFTERS TO SIDES OR STUDS & ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 3. GROUT SHALL BE AS FOLLOWS: 8 INCHES IN DEPTH OR LESS ------------- 3--16d 3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. 1 PART PORTLAND CEMENT FOR EACH ADDITIONAL 4"DEPTH ADD --------- 1-16d 4. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY 3 PARTS SAND -JOISTS OR RAFTERS AT ALL BEARING APPROVED EQUALS. 2 PARTS PEA GRAVEL TOE NAIL EACH SIDE ----------------- - 3-8d 5. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE WATER SUFFICIENT TO ALLOW GROUT TO FLOW INTO -ALL -STUDS TO BEARING -TOE NAILS F.A. SIDE--------- 2-81) -BLOCKING BETWEEN GENERAL NOTES JOINTS. I JOISTS/RAFTERS 4. CELLS SMALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. TO THE JOISTS/RAFTERS TOE NAILS EA SIDE ---- 2-10d REMODELING NOTES UNOBSTRUCTED CORE OF 3"X 3". DOWELS FROM FOOTINGS FROM BLOCKING TO BEARING TOE NAILS EA SIDE-2-10d 1. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING SHALL BE SET TO ALIGN WITH CORE REINFORCING. -BLOCKING BETWEEN STUDS EXISTING WALLS, BEAMS, OR SUPPORTS FOR CONSTRUCTION. 5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WITH AT EACH END -TOE NAILS ----------------- 2-10d REMOVE SHORING ONLY WHEN NEW SUPPORTS AREPLACE REINFORCING, ANCHORS 'OR INSERTS SHALL BE FILLED SOLID END NAILS.--: --------------- 2-16d AN AND SECURED. WITH GROUT. -PROGRESSIVE BLOCKING 2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR 6. CONCRETE SURFACES SHALL BE CLEANED OF ALL LAITANCE RAFTER TO BLOCK & BLOCK TO CONT, NAILER--2-16d -MULTIPLE STUDS WALLS PER MFG. SPECIFICATIONS. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING. PRIOR TO SETTING OF BLOCKS. (STAGGER STAGGER NAILS ON STUDS WIDER THAN 4")--16d*24"OC 3- PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING WALLS AT THE DOUBLE TOP PLATE. FRAMING NOTES FRAMING SHALL COMPLY WITH SECTION 2326 OF THE U.B.C. LATEST TO STUDS 1 X RIBBON ------------------------- 2-8d 4. THE CONTRACTOR S14ALL LOCATE ALL EXISTING UTILITIES EDITION. 2X RIBBON ------------------------- 2-16d -DOUBLE TOP PLATES WHETHER OR NOT SHOWN ON DRAWINGS AND,PROTECT' THEM FROM DAMAGE.. FRAMING -GENERAL 1. USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS LOWER PLATE TO STUD-� ----------------- 2- UPPER TO LOWER PLATE -------------- 16d*11618C 5- DO NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE UNLESS NOTED ON PLANS. ' , AT SPLICES (48"MIN) ON EACH SIDE EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. WE SIMPSON - "PC" CONNECTOR AT TOP 2. ALL POSTS SHALL HA S OF BUTT IN TOP PLATE ----------------- 8-16d 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR AND SIMPSON "BC" .OR *BCO` CONNECTORS AT BASES UNLESS UPPER TO LOWER PLATE FOOTINGS, BEAMS AND JOISTS; SIZES LOCATIONS ETC. AND SMALL OTHERWISE NOTED ON PLANS.: AT INTERSECTIONS --------------------- 8-16d NOTIFY THE ARCHITECT & ENGINEER OF ANY DISCREPANCIES. 3. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC.' -CEILING STRIPS 7. DOWEL NEW INTO EXISTING SLABS W/ 4 REBAR 0 24" O.C. AND 9EINF. SHALL BE SIMPSON. "STONG-TIE" UNLESS OTHERWISE NOTED OR SHOWN ON PLANS. IX4 PER BEARING STRONGHOLD TYPE�:::::--3-8d 2X3 PER BEARING STRONGHOLD TYPE --1-16d FOOTINGS W/DOWELS TO MATCH NEW SIZE/LOCATION., -PLYWOOD NAIUNG(SE DETAILS &/OR SCHEDULES FRAMING -WALL -BUILT UP BEAMS 20d*32'*OC AT TOP AND BOTTOM ENGINEERING NOTES I SIZE, SPACING & HE10HT LIMITS FOR WOOD STUDS ARE AS FOLLOWS STAGGERED 2-20d 0 END 1. CONCRE"M SLABS ON GRADE HAVE NOT BEEN DESIGNED BY, (UNLESS OTHERWISE NOTED. ON PLANS): -1X6 LET -IN BRACES, EACH BEARING ---------- 2-8d (PRE -DRILL HOLES FOR NAILS) THE STRUCTURAL ENGINEER. 2X4 0 IWOC (BEARING WALL) SUPPORTING A MAXIMUM OF ONE 2. THE VIBRATIONAL EFFECTS OF. MECHANICAL 'EQUIPMENT FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET STRUCTURAL STEEL HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 20 0 16-OC (NON -SEARING WALL) SHALL, HAVE A MAXIMUM I. STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFIC- 3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING HEIGHT OF 14 FEET ATION FOR STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS SHORING,TEMPORARY SUPPORTS ETC., IS THE SOLE RESPONS- 2X6 0 16"OC EARING WALL) SUPPORTING A MAXIMUM OF TWO A.S.T.M. A36. ISLITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED, By THE STRUCTURAL ENGINEER, - THE CONTRACTOR IS RESPONS- TLOORS AND A ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET. 2. FABRICATION SHALL COMPLY WITH THE LATEST A.I.S.C. SPECS. ISLE FOR THE STABILITY OF THE STRUCTURE DURING THE ENTIRE COURSE OF CONSTRUCTION. 2X6 0 16 OC (NON -SEARING WALL) fMAXIMUM HEIGHT IS 20 FEET 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M. A-307 UNLMS OTHERWISE NOTED. THE ENGIN7ER SHALL- NOT BE HELD RESPONSIBLE FOR FIELD 2. RAKE WALLS AJDACENT TO SLOPED CEILINGS SHALL BE BALLOON 4, HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR INPf OBSERVATION OF THE ABOVE ITEMS. FRAMED. DOUBLE TOP PLATES SHALL ALWAYS BE SUPPPORTED BY DETAILS $HALL BE THE FRICTION TYPE AND, THERE SHALL BE 4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF A ROOF OR CEILING DIAPHRAM. NO PAINT, OIL, LAQUER OR GALVANIZING BETWEEN THE CONTACT UNLESS A SOILS REPORT IS PROVIDED. SOILS IN THE: BUILDING, .31 SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO AREA & 5 FEET BEYOND SHALL BE COMPACTED TO A MINIMUM ROOF FRAMING. SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE A.S.T.M. A-325 OR A-490. OF 9OX RELATIVE COMPACTION PER U.B.C. APPROPRIATE SHEAR TRANSFER THRU CEILING OR SOFFIT FRAMING. 5. PIPE COLUMNS $HALL CONFORM TO A.S.T.M. A-53 GRADE 8 SOILS REPORT BY: GTE, INC. DATED MARCH 3, 2 000 4:. ?ORING AND NOTCHING OF' WALL STUDS SHALL BE PER USC 2326.11.9 .10) 6. STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO A.S.T.M, JOB NO. 40-0778 NOTCHING. MAXIMIUM; 25X-.0 WIDTH ON j BEARING WALLS A-501 OR A-500 GRADE B. STRUCTURAL SYMBOLS 40X OF WIDTH ON NON -BEARING WALLS 7. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL PROVIDE INDICATES SHEAR WALL. SEE FOUNDATION & OR FRAMING PLAN BORING MAXIMUM. 4OX OF WIDTH ON BEARING WALLS 60% OF WIDTH ON NON -SEARING WALLS. HOLES FOR 1/2-0 WELDED STUDS AT 4. FEET O.C. FOR THE ATTACHMENT OF NAILERS. SEE ARHITECTURAL DRAWINGS FOR AND SHEAR WALL SCHEDULE FOR TYPE, SILL SOL-nNG, SHTG., ETC. NOTE. A MIN 5/8 CLEARANCE FROM EDGE OF STUD TO HOLE FINISHES. NOTE. FOR SILL BOLTING AT EXISTING FOOTINGS USE "RED SHALL BE PROVIDED. 8. BEAM CONNECTIONS SHALL COMPLY WITH "FRAMED BEAM HEADS*,.-'ICBO#1372 THE SAME SIZE & SPACING AS CALLED FOR ON PLANS (MIN 2 3/4- EMBED) 5. DOUBLE 2X Top PLATE SHALL BE LAPPED 4r AT ALL SPLICES CONNECTIONS" A.I.S.C. PART 4, TABLE 1, USING 3/4" DIA. INDICATES POST (BELOW BEAM) AND SHALL OVERLAP AT CORNERS. A307 BOLTS (M.S.). MIN. POST SIZE/TYPE AS FOLLOWS U.N.O.: WALL BRACING SHALL BE PROVIDED PER USC. (2326.5. 1) 9. OPEN WEB JOISTS' SHALL COMPLY WITH THE STANDARDS OF "THE STEEL JOIST INSTITUTE". BEAM SIZE PROVIDE 1X6 LET -IN BRACING (*APPROX. 45 DEGREES) EVERY PROVIDE POST SIZE 25' IN ALL STUD WALL NOT SHEATHED.SRACES TO RUN CONTINUOUS STRUCT. STEEL WELDING 4 X 14 & SMALLER 2-20 W/16d NAILS 0 12- O.C. FROM TOP PLATE TO SILL PLATE. 1. WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC 6 X 12 & SMALLER 3-20 W/164 NAILS 0 12- O.C. FRAMING -FLOOR PROCESS AND SHALL COMPLY WITH A.W.S. SPECIFICATIONS FOR 4 X 16 & LARGER 4X4 6 X 14 & LARGER 4X6 FLOOR SHEATHINGASTRUCTURAL I T & G PLYWOOD RrNs 9 GLUE. NAILS '00 NA WELDING AND FABRICATION. SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER PANEL INDEX NO. EXTERIOR USE �11 AT AT ALL EDGES; BOUNDARIES, SHEARWALLS.& 10"OC S 2. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WHO ARE APPROVED BY THE LOCAL AUTHORITY, POST SIZE -REQUIREMENTS. POSTS ARE TO CONTINUE DOWN TO FOUNDATION, FIELD, BLOCKING IS REQUIRED UNLESSNOTED ON PLAN. ALL EDGES BLOCKED AT DECKS. 3. ALL FIELD WELDS SHALL HAVE CONTINUOUS INSPECTION PER. FOUNDATION NOTES 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON- USC (306.5.8) UNLESS OTHERWISE NOTED. 4. ALL SEARING PARTITIONS. fiLN5BAL 3. PROVIDE CONTINUOUS BLOCKING. BETWEEN. FLOOR JOISTS UNDER 5. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING ( BEARING WALLS WHICH ARE PERPENDICULAR TO JOISTS, I WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST I. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER j BE FURNISHED TO THE JOB INSPECTOR. PRIOR TO FRAMING U.B.C. (90Y.) RELATIVE COMPACTION MINIMUM. 2. THE 4. FRAMING AROUND OPENINGS: TRIMMER Aw'KADER JOISTS, SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE, APPROVAL e54-Vt, �=t.t�p�o My 1 N '"P Wir "T, r 1__�G SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF CONCRETE AND SHALL VERIFY THE SOIL SEAR- (USC 2326). NOTE ING PRESSURE TO BE 1000 PSF MIN OR PER THE SOILS FRAMING -ROOF 1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING. REPORT, l.-ROOF, 'SHEATHING (MIN) 1/2" STANDARD PLYWOOD PANEL INDEX 2. ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND 3. SLAB ON GRADE' 4 INCH. CONCRETE SLAB WITH #3 0 24"0/0 E,W. NO. 24/0 WITH EXTERIOR GLUE. USE 104 NAILS AT WOC AT FIELD. TESTED AS TO RELATIVE COMPACTION PER U.S.C. 0 CENTER OF SLAB OVER 2- INCH. OF SAND OVER 6 MIL. VISQUEEN ALL EDGES, BOUNDARIES AND SHEAR WALLS & 12" OC NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. 3.. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH CHAPTER OVER COMPACTED SOILS U.N.O. " 70 OF THE LATEST ADOPTED EDITION,OF THE U.S.C, 4. -NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER 2. 'FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED AND SUPPORTED By HANGERS PER CODE 4. ALL UTILITY TRENCH BACKFILLS SHALL BE IN ACCORDANCE WITH INTO WHICH A PERSON SHALL BE REQUIRED TO I DESCEND SHALL -CF ABLE 2,3-1-V-J-3) FRAMING - -CEILING (PER T THE SOILS ENGINEERS RECOMMENDATIONS. BE. MADE WITHOUT PROPER PERMIT. DRAINAGE NOTES 1. CEILING JOISTS SHALL BE 2X601eO.C. (MAX SPAN=17'-8") 5, THE -MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL 2. CEILING JOISTS SHALL BE 2X8 016-O.C. (MAX SPAN=23'-4") 1. -MINIMUM GRADIENTS ARE AS FOLLOWS:, EARTH= 1% PAVING=.5X BE AS FOLLOWS- 2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL BE AS FOLLOWS: 5/8" DIAMETER ANCHOR BOLTS .WITH 7" MIN EMBEDMENT IN CONCRETE WITH SPACING NO GREATER THAN 4 FEET O.C.OR FRAMING-JOISTSLt!fTERS 2% MIN TO 21 X MAX FURTHER, THAN 12" FROM CORNERS (MIN 2 BOLTS PER �IECE-). 1. IORING AND NPT�qHING OF JOISTS SMALL BE AS FOLLOWS' I BC 2326-12-4) SWALES TO BE 3 FEET MIN AWAY FROM STRUCTURES. SEE THE FOUNDATION PLAN & SHEARU WALL SCHEDULE FOR BORING -MAX DIA OF HOLE SHALL NOT EXCEED 1/3 OF FURTHER BOLTING REQUIREMENTS DRESSED DEPTH OF JOIST WITH A MINIMUM EDGE 6. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. CLEARANCE OF TWO INCHES., WALL THICKWESS SHALL NOT BE PLACED IN STRUCTURAL CONC. UNLESS NOTCHING- MAX DEPTH AT ENDS SHALL NOT EXCEED 1/4 lb SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR OF DRESSED DEPTH. NO NOTCHING IS ALLOWED ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, IN THE CENTER THIRD OF THE JOIST SPAN. ETC. NOTCHING IN OTHER LOCATIONS SHALL BE ON THE 7. PIPES MAY PASS THRU 'STRUCTURAL. CONC. IN SLEEVES, BUT COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 2� SHALL NOT BE EMBEDDED THEREIN. OF THE JOIST DEPTH. 8. PROVIDE 3/4" CAMBERS AT ALL EXPOSED CORNERS 2. WHERE THREE OR MORE (MULTI JOISTS"; ARE USED THE JOISTS 2x STUDS 9. SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS SHALL BE BOLTED TOGETHER WITH 1/2 DIA MACHINE BOLTS W/ WASHERS AT 24 OC STAGGERED. BOLTS SHALL BE RETIGHTENED 16, O.� .CUPS OR GROUNDS REQUIRED -TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR FINISHES AND SLAM DEPRESSIONS. PRIOR TO APPLYING FINISH MATERIALS. 16d 0 12-,O.C., /-STAGGERED PLYWOOD $I, " SINGLE LAYER DOUBLE LAYER NOTE- "L" - 40 X BAR DIAMETER IN CONCRETE. U.N.O. L_ - 50 X BAR DIAMETER IN MASONRY, U.N.O. REINFORCING. REINFORCING SAME SIZE AS FOOTING REINFORCING 3" CLR. STEPPED FOOTING STRAP PER PLAN W/ FULL LENGTH NAILS Ok 1AST48 4'-0" MIN. LAP L 1---- DOUBLE TOP PLATES 1 4'-0" MIN. LAP DOUBLE TOP NOTES: TRENCH SHALL NOT I. ALL PIPE SLEEVES TO BE 2* UNDERMINE, WALL FIG, LARGER THAN PIPE. - 2. FOR PIPES MORE THAN 3*-0" 50ro -COMPACTED, BELOW BOTTOM OF FOOTINGS, BACKFILL 0 TRENCH STEP FOOTINGS PER DETAIL EXCAVATION (NO PIPES ALLOWED IN FIG. STEP) 3. PLACE CONC. FILL AROUND T, SLEEVES BEFORE POURING FIG. PROVIDE 2" CET z DRYPACK IF f% 51 I NO TRENCH PARALLEL TO FOOTING BELOW THIS 9" 9" LINE -rr M1 'd' = PIPE PROVIDE SLEEVES NO SLEEVES SHALL SLEEVE DIAMETER FOR ALL PIPES. PENETRATE FOOTING PIPE TRENCH.' "R" BAR SIZES 3 1/2 D' _ #3, #4. #5 5 #0P #0, #7. #8 7 OD' #91 #101 #1 19 `D' #145, #186 r'D 40 CONCRETE L iL #Rt a MIN_ 4 4" REINFORCING SHEAR PANEL LENGTH. 2X4 STUDS 0 16" O.C. U.N.O.- r DOUBLE IOP PLATE MUCTURAL 0L%W_L0M .1. THE STRUCTURE DEPICTED ON'THESE DRAWINGS HAS BEEN DESIGNED FOR THE FOLLOWING LOADING CONDITIONS: SEISMIC LOADS V-2.50JW/ft SEISMIC ZONE - 4 Z - 0.40 IMPORTANCE I = 1.0 CAPACITY COEFF. R - 6.5 SOIL PROFILE TYPE - Sd SEISMIC SOURCE TYPE 8 ACCEL COEFF Ca - O.44N9 SOURCE NEARhiEAIC Na lo GRAVITY � LOAD IDEAD LOAD -i ROOF I - PSF , PSF WIND LOADS p-C*Cqq.1 BASIC WIND SPEED 70 MPH C.J EXPOSURE 2 IN, NOTES: /6d MAX, 1. BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION. 2. NOTCHES SHALL NOT OCCUR IN MIDDLE 1/3 OF SPAN. TYP. JOIST NOTCHING I WIDT(1H J_ _T_W_1DTH_40 I NOTCH IN'STUD /2 d M M MAX. 6OXd 1, BORED HOLE T NOTE. BORED HOLE NOTCH SHALL NOT OCCUR IN SAMEMO SECTION NON -BEARING BEARING PARTITION PARTITION TYP. STUD NOTCHING. SEAM EXTEND INTO WOLL L a of., 0 STM's �T EXTEND STUDS FULL HEIGHT OF WALL (4) 16d EA, SIDE I'll 1AIU o HEADER--/ oo 2X BLKG, �--2X STUDS lir O.C. 2X TRIMMER a EPC OR PC ,TES U.N.O. X 16d AT 12" EA. 4X END SIDE/ EA. CRIPPLE (2) 2X CRIPPLES TYP. 9 POST S '(y BEAM OVER 8" DEPTH. HOLD4NS USE 4X POST U.N.O. ON U.N.O. W/ E.N. R>< PLANS {CRIPPLE 'OR POST TO BE FULL' WIDTH ON SM.) rrk TYP. 8 - 16d EA. SIDE OF I TOP PLATE SPLICE U.N.O. HOLDOWN PER. NOTES: ON FRAMING PLAN D I -SILL PLATE BOLTING (OW PLAN 12 SOLE PLATE NAILING AT 1. WHERE SM INTERCEPTS TOP PLATE UPPER FLOORS) SPLICE USE ST6236 MR .2. BWS - CAN SIT ON TOP PLATE: ABOVE PLATE SPLICE SHEAR. PANEL, P W/ E.P.0 OR P.C. ELEVATION TYP. SEAM TO WALL 2-2x PLATES, SEE PLANS FOR FRAMING ANCHOR TOP AND SIZE AND RERRENCE -TO SPLICES SBEAR WALL SCI-IEDULE BOTTOM OF DOUBLE STUD OR POST FOR HEADER SIZE, SEE PLAN 2X CRIPPLES AT 16" D.C. 2x SCAB PLATE W/ STUDS 4 - 16d EA END PLAN PLATE TP/ PER shear Sill C'.onnection Top plate wall# wall value Material 10. LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES' WHERE FIRE BLOCKING AT CEILING --J rJ 'a d 0 1?; OCCURS - d PER E.N. LINE AND NOT TO EXCEED PROVIDE SIMPSON A34 FOR 2X4 STRUCTURAL ENGINEER. WITH 3-16d NAILS OR USE SIMPSON ST 2115 0 48 INCHES O.C. STAGGERED STA $WAR WALL$ ITO W_O* O.C. STUDS AND A36 FOR 24 STUDS. 4. CROSS BRIDGING OR'2X SLKG.SHALL BE PROVIDED 0 8'-0" O,C, PKE&UNO SEE GENERAL 14 E SIDE USE 2-2x JAMBS FOR 4x10 AND I. UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHALL BE -TYPEYWITH A MINIMUM COMPRESSIVE STRENGTH OF 2300 PSI, MAX. FOR ALL JOISTS AND RAFTERS MORE THAN r IN DEPTH 5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN -JOISTS OR I STUD FOR INTERIOR WALLS 4 2 STUDS FOR EXTERIOR wAUS, 8X8 AND LARGER HEADERS END POST AT PLYWOOD SHEAR IN' 28 DAYS. CEMENT SHALL CONFORM TO -A.S.T.M. CX-150 RAFTERS AT ALL SUPPORTS. UNLESS NOTED OTHERWISE -Ir PANEL WHERE OCCURS W/ E.N. FINE & COURSE AGGREGATE SHALL CONFORM TO A.S.T.M. 0-33, FRAMING-800ING NOTE AL 1. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD LO. BLOCKING0 0 TOP, POST' WHERE OMM, MID-HEMW OCCURS STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL, LOCATION TO SUIT OCCURS REINFORCING STEEL OR NUT. SEE SCHEDULE CONSTRUCTION REQUIREMENTS, MAX. SPACING AT le O.C. 2. ALL BOLTS SHALL BE RET10HTENED, PRIOR TO APPLICATION Or PLY-- 1. REINFORCING STEEL, 3 AND 4 GRADE 40, 5 AND LARGER ##' WOOD, PLASTER ETC., GRADE 60 `PER A.S.T.M. A61 S. 3. HOLES FOR BOLTS SHALL BE BORED 1/32- TO 1/16" LARGER THAN TYP. WALL FRAMING 2. LOW HYDROGEN 'WELDING RODS, SHALL BE USED FOR ALL NOMINAL BOLT DIAMETER. WELDING OF REINFORCING BARS. 3. BARS NOTED AS. "CdNT IYPICAL WALL REINFORCING AND LUMBER 1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING TYP. STUD WALL INTERSECTIONS VERTICAL COLUMN RE REINFORCING SMALL HAVE A MINIMUM GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT SPLICE OF 50 SM DIAMETERS LAP IN MASONRY OR SHALL NOT EXCEED 19X & GRADED IN ACCORDANCE WITH THE 40 BAR DIAMETER$ MINIMUM IN CONCRETE.. WEST COAST LLIMSERMANS ASSOCIATION-) 4. REINFORCING SHALL L BE SPLICED' ONLY AS SHOWN -OR NOTED. REPCfATIVE USE MEMBERS OTHER SPLICES SHALL BE APPROVED BY. THE STRUCURAL STUDS & PLATES NO. .2 FOR SIZE AND SPACING OF JOIST OR RAM SEE PLAN STAGGER PLYWOOD'JOIWS ENGINEER. JOISTS & RAFTERS 7- 3/8 " MIN. DEICE DISTANCE5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS 2X4 TO 04 INCLUSIVE NO.2 BOUNDARY NAILING (B.N.) FOR tWLS SHALL BE STAGGERED 4 FEET UNLESS OTHER WISE NOTED. 2X6 TO, 3X16 INCLUSIVE NO.2 ALONG CONTINUOUS 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SINGLE USE MEMBERS PANEL EDGES T SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN ''A SEAMS 4X NO.2 REINFORCING. DOWELS SHALL HAVE MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS. OTHERWISE NOTED. 6X OR LARGER N00 7. ALL REINFORCING, ANCHOR SOL T% AND Of+4ER INSERTS 'POSTS. & MULLIONS 40 & SMALLER NO.2 TYPICAL INTERMEDIATE SHALL BE SECURED IN,PLACE PRIOR'TO PLACIVIENT OF 06 & LARGER NO.2 Wme (LN T Us Ot No CONCRETE OR GROUTING OF MASONRY. 6X6 & LARGER NO.1 Od-O -1 10, O.C. Od ROOFS- 1 0 12* O. It J? 8. PROVIDE THE FOLLOWING -MINIMUM PROTECTIVE COVERING OF MISCELLANEOUS LUMBER CONCRETE:' SLOCKING,FURRIN% ETC. NO.3 R 0 It BELOW GRADE �UNFORMED) 3" CLEARDGE DECKING & SHEATHING 2X,,3X,4X COMMCOMM'L DEX.-. NAILING BELOW GRADE FORMED) 2* CLEAR WALLS 1" CLEAR 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN COLUMNS 1.5*CLEAR 4 FEET FROM GRADE SHALL BE PRESSURE TREATED DOUG FIR, BEAMS AND GIRDERS 1.5"CLEAR 3. GLUED -LAMINATED WOOD BEAMS, SHALL BE DOUGLAS ' FIR COMB. 24F--V$(*) DF/DF (FID-2400PSI, Fv=165 PSI, PSI) 2 X 3 FIAT SIXG. AT UNSUPPORTED EMS. (Rt3%00'0. �,DIMQ[SION OF PLYWOOD STRUCTURAL SLAB ,E=180,000 ONLY WHEN CALLED FOR ON TO REIN PMPIN=tAR TO (ABOVE * GRADE) 3/4-CLEAR INDUSTRIAL APPEARMCE WITH EXTERIOR GLUE UNLESS PLANS) JOISTS 9., NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE OTHERWISE • NOTED ON PLANS. A CERTIFICATE OF INSPECTION FOR EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY NOTE: PLYWOOD TO BE MIN. SHEATHING SIZE TO BE 2'-0' X 4°-O" RE -SENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER, TO BE SUBMITTED AND APPROVED BY. THE BUILDING DEPT. INSPECTED PM TO COVERING PRIOR TO ERECTION. [(*) USE VS FOR CANT. BEAMS AND V4 FOR' SIMPLE SPANS BEAMS) PLYWOOD LAYOUT 4'. ALL STRUCTURAL PLYWOOD. S14ALL BE IN ACCORDANCE WITH 6 NP-Imr"rt�� 0&,' c6m4uyeti 's 1 f4.srscOki L P.S. 1-74 5. PARALLAM PSL JfIBAMS ANI> BEAMS AS MANUFACTUnDRy TRUS101ST MACMUI.AX OR "PROVEID EQUAL Fh = 29OW4 FV =2900, E = 240%. REMT0 1C80 ES ER-49" OR Nn-481 FOP, ADDITMAL MSIGN INFORMATM. PARALLEL d 12", STAGGERED DR RAFTER PLATE 4!* WIDER THAN PLATE IDS 0 16" O.C. V 12", STAGGERED OR RAFTER It PLATE 4* WIDER THAN R PLATE TORS 0 16" D.C. PERPINDICULAR JOIST TO NON -BEARING WALL COnne ion TOP OF TOP plf. Footin2 Wood 1/2" QYPSUM wait board, 5d cooler I Die. A.B. A35F - IVIo 50, nails @ 7"o.c. BN, EN & Fist at 77o.c. see note #1 RS VS'AB w/ [PLATE WASHERS 7" MIN INTO CONC unblocked on studs 16" O.C. x 2 1/2 x O�-2 1/2,13 (MERE CURB OCCURS! ...1 PER PLAN / DETAILS ADDL LENGTH EQUAL I/Zgypsum wall board, 5d cooler 5/8" Dia. A: B. A35F - 32oe 2 75 nails $4!10.b. BN, EN & at 7' TO CURB HT) FN fit" o.c. see note #1 5" MIN 51, MIN unblocked on studs 16!o.c. AV,% 5/&1 Dia. A.B. A35F - 32"oc X A- 12" MAX 12" MAX 5/8" gypsum wall board, 6d cooler. hails @ 4"o.c. BN, EN & FN at 421 o.c. see note #1 ,,of ESS14 blocked on studs 16" o.c. z 3 87 7/8" portland cement plaster on SI&I Dia. A.B. A35F - 32"oe 4 0!, I --------- 1 F-- 180 expanded metal, w/1 I gauge 1 112" at 4811 o.c. see note #1 \,-PANEL* PER PLAN TYP 2 SAX ion7/16- head, staple 7/8-1 legj@ C 44484 16"oc BN, EN, FN on studs 16, oc Al MENER AT INERMLng-N AT C 3/8" ply structural 1, 8d 6' oc EN, 5/8`1 D1 i ta. A.B. 16d @ A35F - I Zloc EXP 34411 PLATE ANCHOR_ BOLTS 12 oc FN, 2x studs 16"' blocked at 32' o.c. IT, O.c —TYPICAL W'PlY structural 1, 8d 4" oc EN, 5/8" Dia. A.B. 16d @ A35F - roc 6 350 12" oc FN, 2x studs 16" blocked, at 3Z'o.c. 4�'o.c. 301DIY structural 1, Sd 3" oc EN 5/6'Dia. A.B.AB 16d A35F - alo DBL. TOP PLT 7 490 12" oc * FN, 3x studs IV' blocked, at 2 4!' O.C. 3`1 O.C. see note #3 ply structural 1, 8d 2" oc EN, 5/8"Dia. A.B. 20d @ A35F - 6116c ST6236- 8 640 12" oc FN, 3x studs I V'blocked, at 18' O.C. o.c. see note #3 1/7' ply structural i, I Od 2" oc 5/8" Dia. A.B.'' 20d @ IA35F - V`oc 9 870 EN, 12" Cc FIN, 3x studs IV'. at o.c. E>8L.T0PPLT.T (2) 2X OR blocked, see note #3 1 POST PER as recommended PLAN 10- 804 SW248, ICBO# 5485. see note #3 by manufacturer as recommended 1074 SW32x8, ICBO# 5485. see note #3 by manufacturer 5IDE VIEW TOP VIEW I- all blocking to have one A35F minimum UNO 2- for sheathing on both sides.of wall for EN less than Woe, either stagger joints on studs or use 3x framing TYPICAL WALL INTERSECTION 3- Foundation sill plates and all `framft members receiving edge nailing from abutting panels shall not be less than a T'nomina'l members, nailing shall be staggered in all cases 4- all plywood APA rated sheathing exposure I 5- Sheathing may be applied to either side of shear wall as long as the length called -out kPHIRAGM on plans is achieved. shear 6- Solid hin ; A at -if I. I -ff%�* TV 0 " all horizontal lolnts. panel # diaphragm Material r-W VIIIIJU value If 7- Where panelspre applied on bothtfaces of,4a wai4nd naiispaciing is less than 6oe on either side, panel j&rits sh9ll A offset to fall on cliffereA framing members or shall be Roof- --f/-2" ply struct 1, APA, rated sheathing 3" nominal or thicker and naila no gaQb *ids sba farala d. Jiaph. 12 425 _PSI-83, PI 24/0, w/IOd!2 4",4!',12" o.c. block all t!&es Floor 3/4" ply CDX, APA rated sheathing, taej 13 425 - PSI -83, -Pt 40/20. wMOd` 0_4"A." Ir o.c. block aff edaes I " _ .. t. 4 ACTUAL Cone Stab w/ SIUDS PER PLAN r' 24"'/Ciw'j St}EAR PANT 1. PER 2x s1vDs WALL FINISH PtJW EN PLATE PLAN A A.S. PER PLAN X �2K 'w A35 2. 6 Mat.squeen 2X SQL PL. W WEEP S.W. SCHEDULE 2} 510E i�; _ t a X See uTwit....F Membrane. Exxtended 1 tl2" NAtUNG PER SHTG SCREED 2X PT OF SFI.t• j 'fT6♦ into Foundation Wall w/ JSTS. PER PLAN E.N. Comm PER f "�f ' - (E) FLOOR SWIG. 3`A414 �45 stay, i R : ' 2 5 f�!!N ]BLKG 0 B.N. E.N. Rf:tNF PER PLAN w t Sf8 f/a►, t• - , NFo• osi Q 2" a# Sand Over do Beiow,tl•N.O £N F.G. OR N.G. i + w S3T ? 2 3• (I) #J44 T/8 Miin.,TYpiCat TO BLKG a. ar b .. ' t ^ tz }.t A 1 Afar S#wpyt able• 0 All Cont. Footings. U.N.O 2X 50ti# et+cG.WJ as + 4 'a,C..OnF hot. ' "° (E)2x JSTS. ! HOEDOWN A 2 ss 20 SST8 24 S MPM 95. ii it Oka ' " -,.,',� - • , ; Wti i 1� A t4 it ! [2x�8LtCG ! ttI Ai1G = _ .. a k l�tt j - _ v 7Tt8 3578'24 8� O 24 d d t�ii�lc -a..:. .....: "°< ' 10y,T LL irp WTV !p° Mtn} ° 4. Natural Grade ar Approved t _i _ tXt'51014 is Sfi43 A35 (2) SIDES ._---�' Compacted f•tFI♦ �, :,� • ;'• �, 1 0 5 ii19 33fi8 #6' S8T8 20 x x d �mpa t [2x 1 .IST t E N ► ;. "" tPPLE POST-- .t e 2A ' SSTB 16 SM 20 5. D.F.P,T Plate wf 5/8" Dia, dRt. "" . + r ` � AU�t Ny POST ABOVE ! 5A .SSTB. 20 SSTB '24 x 1D" A B's 0 72' 4/C Min. tHRSN GRALIE N ;. F �• t ! CiA SST8 'x8 SSTS 34' �\ • `1 wj 2" x T x 3/16' Washer . .3 5i °°-'' '`+ . ` * NESS COLtJAN4 BASE ;� Tc, �. �TB 28 38"Tf6 34 12" From all Corners &Spaces _� .o <`� K i.# ) �. """".,.x. El I 04 en to 1X8 P.T.D.F. W A.B. £ o. PER PUN }} F DO Not Mlt d NTT Oi` MTT.'Or LTT ' w/ 7" Min. Embedment (U.N.0.) . o ' / c e . i i FINISH GRADE M140wne RSIW Off The Mudsat I : 1 " (2)14 BARS CANT: PER Son. a c4 � 2 SAND BED t �i t F i t (See Foundation Plans) I 04 ` f ' 4 f T - NOT£L Hotdawn Anchors 6. 5TVD WALL. PUTS t Fink GRAaET� ' Must Be TFed in ,• t3 MIL vtsttuEEN t 3.l �`'�'Y � t t I� � '� � � x , � �. ' �. •,� it • ; WAY illl"� stmp.stab GoPriorTo �. 7. x x /, 'washers -�I L- :�.• ° 1$3 iili l ,,�, „ cLR a llli a a I�. otm Otto Seismic Zones 3 & 4 Onbfy $ YlALL t � ` _ " 1r "t � fi - I Inspection 12'-1 Sty • eQ-.....�"""�„*--..,, i� 4 � D86peA I~o03itip i5'-2 Sty •s b`a 4 DOWF.E !t►'24'xJ,C. 4c PAD As R*4utred To : U.N.O. FtiR MiSS�rtb i.- ,t IF COCA dOFNF IS f' 1" f'l,t,u _..._,.. �e,� e�eo wtuta t?btettn Anchor ficOtitdk As vtsctc+ Embedment and -,, . 'ie'i` lf-.5 5 L.x MIN AND ---... ,y Cattarete Cover. �Afl �3 t � 3Few 3' 6• 3 18IMIN (2 STORY) A MMi. OF 4EML i A.S. f� i`C 88iB Et�Ett M` i'� aO�u 0 to A rAr,.CjA bGGU1t �! . 3 :' E. e"remcnt. Gir qulii$P) , •''' : ; i r..i'. POUR i..17 Q 24 •' •2e 34 . MIN DIP1 # « of 1!i• $• A. ie+a A Miurnr� 4a. un sirs RTwo rom , AM � T 1trarm saatr tt�► vl� time ...w «::...lo owl Ada 7 ill BEAM PER FLAN �•.'' V 4X FOSTOR FOR HDBA USE ';» 12." use SIMP. SHEAR WALL # I K. PC, OR CC TYPE PER PLAN 3l4" SIMP. SET OP WASHERS PER PLAN SHEAR WALL ��-� CONNECTOR - S££ PLAN USE SIMP. 7l8" BRILL PIT " A ' :A ' a + ' ' ' , s POST PER PLAN •� Si?RE ARCH. j�3 NOSING 9AR iYF►. ALT. LOCATION $F WASHER SiMP. HbA. `i REQ'D EMBED. SALT BE PUNS USE 5!W EMBED. THREADED t POST PER PLAN Oyp.) PEP PLAN .♦.. o G�(I�NG FOOTING BELOW THECOLD ' # (ICBO NO.5279) FOR : ,+� SLAB RODS Wt 6" EMBED. WI SIMP. t : a •, Kf . « . ' ' HD2A di Hb5R USE ET22 EPDXY. CONC. 5 SILL TOINT WHERE OCCURS SIMP. HDA. H02 A H0 THREADED PLATE (ICaO N0.5279) FOR51Wi6;Pv ,�I#9 0 18" O CHD2A d HD5A USE 5/8" NE 'UNDERPIN 4 RESAR 3 PER PLAN ROD (AS07) W! SIMP. WAO1T2DIAM. THREADED ROD P PI Afif SETHIGHSTRENGTHS OF StJkBA307 24 O•C' EPDXY Wl SINP. St: F SILL PET.BC, PC, OR CC TYPE X HIGH STRENGTH EPDXY' i Rfl R.OL) ( PROVIDE 314 BRILL PIT • L C��y CONNECTOR - SEE PLAN: PROVIDE 3!4" DRILL PIT 2rr T ~_ .-- --_. __. � 4 IN .. G.�.�»c .. J , ' _ •` ...,,•, � 4 K p7�I�(�•• '�� -. �.� F.i, 7• tR7lnf♦ i « �v F S R SEE FLAN '& K rr O HD$A FTN a .. RJR IL.L.. S R RT� PLAhi �/q`y p 7wGry7- •/may t K• + v° i " �+i�/ rytA p��♦ SIZEUSE 7!8" SIMP. SET i a 4 • 4 • { j,16 'VX"F�Mi' G4 .. ee •a a f.< t 1' :,y y • , i` 'a 0• i F � D RILL PIT . ;•. ILL w It)XY i � • � f r 6 F� SPECIAL INSPECTIONS s * , 34 OG1L 24 O.C. ` 3"CLR a a. a e BEAM PER PLAN � " a ' • ` 4 3 REQUIRED. �}) (qj _ � ,•.fie• , ,d t :• •�• d• . tF ,GOLD DINT IS USEO SIMP. PHD2 OR HTT16 MAY REPLACE BCE HD2A "; . 4, ;: .i : . •''•' �, r . _ �- :'.. SPECIAL INSPECTION REQUIRE© SEEPLA SIMP. PHD5 OR HTT22 MAY REPLACE ROSA .� SE *, °., a :t. SIMP. PHD2 OR 14TT16 MAY ReK.ACE,HD2A .» 1- #4 COW. SIMP. PHaS OR HTT22 MAY REPLACE HDSA •� AT FOOTINGS $ $ ' FO IN ION uI�#�ERPf l�l �� CI#CRETE STEPS -wow pw W/ MMP. °cam' - B.N.PON 2X s1UD WAu W/stfEAtWiPdG -- ROM PLYND. t PLAN cc--GQf3CtTE STEM sPF.tzaLZNSPECTIONs f__.b 4x 8ltiEKB+ttx. 3 BAYS E•3.N. ;PER FLM � 10' St?. t►4tN. COiV�i'E: PIER ' REQttIREa, 2i_O. 2X 9LOCKtNG� t#3��•`WO G. @ SHEAR WALL t }4 t TOP AND 4 12` O.C. MP.) PER PLAN # SHEAR WALL !I i i' ALT. LOCATION ` 4 Gast. 5 we $ F f A35 PER .ED. USE �vf8" DIA. THREADED .�� ,�,� t l�LAL.l. �D. . �69 �} SI CS i6 X s'-•6» ROOF RAFMRS RODS W! 5" EMBED. Wt S2MP. LAb 2X PT.O F ET22 EPDXY, t 2X F,�+J NET UI: j•!t tl / f �it�2 ! e A38 G 1 r '' . t ` y't"� ' 4• r j ' �, yy j� 8E7Lf - C NC. SLAB 2X L9LK'G. SALi[:c Al ( 16d •�e �i l Od NOS PER !°!+N't . •..:. • • V S..�i. E. y. .. , • . , ...w•ni.,u••r•.r,. ; 1...r... a WO tit-•..#[.j.'- Vvii .. , ' • . . • • t. i .e••. a • .. • SM. PER PLAN �o�z E }T C. 9 1 G" 0 HOLE 2!t 1bt't2 � 6 WI zx ., ... : ew ♦ ` L s • iz�lri. %i/ ear #4 0 2e 0.. " • SEE SIT: O.C.BN Kw FOIi. SIZE FTN'G ja ti 24"dG PLAN .. ,i 6 O.C. EX 4 TO OAVAHT:..• . ,: DOWO.0 2x MUDS 0 16 O C. a( »' . � �'► �7Ob1iLb! .S.N. � $ i1 Q.G. F.N. 2-°'° a.;' '" b . iir•t 'PfL Rl.gtt# ...:. `.' 1*4 T&5MN a A. • . mi-jawsm''a"o R$,f OF TOP tic • /��"�/ PLANS, 6 �, `�+, s i� i0'�V.7 2X F.J.. 2x. CLOW& Wt PER PLAN Q� /�j�� $ oz. to grAn " ��?r � Rr ®GTE"1. 15 1$ S.M.. PER MAN 1 z' �7�tL. 5er 'll yr) 2- 1-7 STEEPED. FO.GT I C PAD FOOTING ��� ��► : .. .......:. .,,STRAP WALL 21 BEAM As CCCURS t S"Skf, WALL Epp tdht�tu� BEAM PER PLAN r �._...._... {� i�tsBLs "5p� PLATES NOTCH 133 SlMfypitl CeliLe ENTIZE iLegIG7f-t oP-SHGAtt ' RJ OR PL•YII�D SH7�Fs a vtALt - t M Punt "'`�..,•r..,,t�t t� 2X �.iCG SIMPSON ST6236 . � S�IEATL3iNG '�,,. ,.; ,. .Z.: t�lR StMI�: ST82i24, *DROP �t 1 x 13toCt<IAr. �. E N. _ eta 1'a LVwsH, BEAM PER PLAN ` . � t '�` j � . M. Q. • ""....� .•.. ..•..•• .•• wy l t --1 tad FJf1.: t:NO _ d A35 U.N.O. t Y" sr�a 6" t SIMPSON EPG PER PLAN Y TIM, BEAR°& COND. _ PLATE TOP PET. PER PALM 0 4 X 4 P05T t \ U.N.O. SIMP. CCQ ' • t OPNG. I 2-2X TOP K 1z POST ORK,P. c e � PLATE StQ Q4 _ WHM OCCURS 2-- 2X TOP PLATE Framing SIMP• CSt'4X4D'-4T" '. "O:C, q Se ra 3 Plan, T i 2i* 2X Rd TO IN. 2VAN.. pB� � Pt aPLAN yP. 2X BLLC• (iYP.) Yi�Y.t iIN 4ca` �►• '�` VltHERE DaL♦ PLATES aRE CUi PROYiDE , . STRAP 2X4 OisbC. tiER PLAN 4 9 SiRi1P. 5T22 @ EA: SPLICE OF DBE. TOP PET. f am MR PLAN W/ '�► tS` `f. i A D% . TOP,PLATE K f r� v q: COLUMN PER PLAN . ,. am WOTH �' .x � 44d84 1 D� Pc�sT PiSi d t' w/ 1� OtsbcP - [F ". UA t:.t� - - � -- cr. E(p 3131. SHOM Phi PER Y PLAN TOP PLatt: PLAN 4�� e 2X �C FULL HT SCUD W/ 2'--(i' $`-• ' A rf 11 24' O.C, t 6d 0 12 woe St � C j Q► 1 3 L),C. 1 #d Q t% t3.C. SiAGG. dot 5 oR PAT M 1C P85L .. .. .. � ` .. t '. •�# Got. 1�h.M ION�:.,,,1 TAP � a EA M � ' LG STRAP.{D CE POST28 2x . RAFTER *MJFDRNW ROOF SHT'G F "ED _ ST211 B, . * 48" A.C. ACROSS R� ' A' _ w a 0 24" D.C.. 11.ODKER_tEt? PLYWO SHT'G 8bm am OPPOSITE RAFTERS PER PLAN 2 X LEDGER SHAPED 10 g E.N. 1ft 1st RATTER PLYWOOD W! 16d a 6" OIC $ 4 PLYWO SHT'G $N 2X BLK'G _.._.__.... --- _. _ $<N PLYWOOD -- 2x BLt< G 2X BLX G ..--.- 2-16d £A. END SHEATHING 2-1Od EA SIDE C.-S. StM. OF 2 x 4 PLYWOOD SHEATHING E.N i irJ F I ERE EN . 16d 4" C. N. ___, _ _ OCGuitS 2x RAFTER 16d _ SIMP. A35 @ 2X BLK G 6 . _ w. .._... i 7 1 t 16"O!C(U.N♦O.) 2X COIN RtR;4s aLK'G � . ALT, LOCATION IWtiL3LE TOP PLACES . �M+�E�"W/ � t " 2 q 16d OS OC SHEAR WA SHEAR WALL 22" O!C PER PLAN # FOR SHEAR WALL . AM 0 ,.3210 G. 2X 8LK'G {Ei % PER S.W.``St2iED. (SEE PLAN) t� s�CT•6 EtN, hoot= .iz=T�s STUD WALL t� i~t.AN 2. WAT8'0.0 U--HANGER RJ PER PLAN { PER PLAN rd~w 2X4 FLATS AT STRAP Q 2X4 PLANS AT ' 24` t3C. tEa W F+L SMAPS AT +t8' OtC / RAFTERS L ..♦. ,_ _ BEAM PER PLAN T'a PW STUD watt, 01 NOTE.* W UEU OF 2X BLOCKING, MAIL 2X FLYW 00 ' SHAPED Wf 2-16d EACH RAFTER .01 D,2 RIDGE BEAM i so . S.HEAR TRA iSFER CALIFORNIA FRAME ROOF : �� : :33.