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Certificate of Compliance: Residential (Part 1 of 2) CP-1R GONZALEZ RESIDENCE ._ _._ .__-___.___-_ 8118/2005 _. Project Title _- .__.___ _._. Date 2$20 FFtIRMONT AVENUE - _ __- -_ - _ -----AN_A -__ _ -- - _ ."-Bu1lding Protect Address - - _ k Permit# j irit Engineering ____ (949) 232-5286. { plan Check 1 Date _ Documentation Author Telephone Computer- Performance 8 Fioldobsdki"Dare , - _. �_ ____ _-___ __ Compliance Method (Package or Computer) Climate zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area _1,826 fe Average Ceiling Height: ___.____ $ Q ft Total Conditioned Slab Area: ____ __1,826ft2 Building Type: (check one or more) 7Sa Single Family Detached Addition 1 -J Single Family Attached • Existing Building i Multi -Family X_ Existing Plus Addition Front Orientation._ _,_(South) 180_deg_ Floor Construction Type: '- Slab Floor Number of Dwelling Units _ __ I.00 Number of Stories: __ -___ 1 Raised Floor BUILDINGS ELL INSULATION_- _ -_ _ , ____ _____ _.. , _ ___-. __, j Cons/ I Component Frame Assembly Location/Comments Tye Type U-Value (attic. garage typical, etc.) R-13 Wan . (WJ 2xd 6 _ti-_ .. ?h(aa¢ _, 0 Q88 Exterior,Wai) __.. .._._... ; ..____. .__.._ _ .. __. Slab pn Grade ,.____. ...... ..._.... _ Na 07c@ Covered Slab wlR-10Per<meter insulation_ R-19 Roat jR lg_2z£316) _____ �__ Wood _0057 Exterior Roof ______,_ _ _ ; --- - tR-11 Wall .11.2z416)_, i_. _--- -- Wootl PIMAFXter Or Wan i __ _, -- __________ . __-__ _ FENESTRATION __ _- _ - Shadiest Doeices Type Orientation Area Fenestration Exterior Overhang Side Fins ___ (SF) U-Factor SHGC Shading Yes / No Yes/No F14.e._._(S_sg1hL_ - ____ __.160 060 -__._ o_65_ _.._._ vgee }� I Frnn_mouth).___._ ..150 _P57 - _ OG7___ _ _____e___) X ` , I[ akxlig� _. .____ ____ __ . ..__ None_._.. 11 J 1,X X; K,9t!1__Lasi}._.._-___ 455 06Q .-__ p_b5 __ Bug S„rean _ --_, X„ }X1 _ Rear Nonh __- C ) ..._ _.._.. 408 055 06 5 bVovenaurscreen Xs X � Rear North _ -- __ 1.._____ __._ 1 80 O60 _ _- 065 .._ _Woveq $ugs re L X, { t x -i From jSouth,_ 922 __,__ 06D _- 0.6 ,Woven Sunscn -I_,___{ Xj (X� �.. Lefl.._ VWVeat)___ ._. 315 ___06D 065 Woven Sunscreen14} X, I ,i --- I-----,------- _ ._.__ __ .___ I— _____ ._-- f-- i. _ _ ___ ___ _ Time 0 118105 20 24 _.__RStA Imt{utton 35 _ _ Run Code, 1124421876 _ ___ r ? _ __ 'fe_ .1P!1sF __ 5e Numb a338 _._. ,.__,_10bN mbei'..._ _....-_-_.___ ..,_ _ _.._P g�:3 of9 r3 0 3 a 8 En Soft __: I! _ _ - ._,- Computer Method Summary (Part 2 of 3) C-211 GONZALE Z RESIDENCE ------ s�20a� Title ---__.a11 Date ,-----. - FENESTRATION FENESTRATION SURFACES U Act. Glazing Type Location/ # Type _____-_- _._.__ _.... Area _._ Factor SHGC ____. Azm. Tilt ______ —_._- Comments I window --From, ---(,South) 160- ...1).609. __0_65 Aso ____.__ 90 Daubte No PM -fault__-_. __ _._.. HOUSE..._. 2 Window Frgm.(South) _ 15.0 _p. 70 _____Q§7 ___1,80 -Clear -a __.40 poubte NooMticIqgr Dea9h HOUSE grtW ,! i _ ear -tNon _ 16 0 0.290 ., 0.23 __ 9_ - _ 0 Kaiwall Crystb'Wti not broke - __ HQUSE 4 W ndow Po lit_-. .._. 9 _ L. _ t} t2 2 0,600 . __11L ,., 90- Double Nonkitl CClear Default!__, _ ,_ __ Rg-uSE 5,,. Window _R,taht _{East1 210 ___ _ 6600 __ 0.65 .._. - � -90 g0 Daubte Nonrytti Cesar Default___ __. _____ HOU,I,_, B_ Windgv_r_ Rlg_ht -� tZ _ _ 0600. -0 5 _,__2j� _ DcugleNgltttiticiearDefault-___ _..___. HQ1,JaE___ Z. rydow Rear fttortrti _ �0 __0_fi _._ 0.65_ . __.-9_ .,;fQ Doycht-UgDIAL,tOr OMilt _ HOUSE_ S Wtrrdow Rear JINorm) t6.0 0.600 0,65 0 90 Rouble NonM,i Clear Default _ __- HOUSE 9 Wi sIbsv___F9r1t_�oufi _._12.3. _40Q.0 ,.�5 1&0 __w Qostblet no in __. Qa5 __Z79__-99. .3�dLDefauit___ Double Nor}Mtl_QteuI_Qe�utt_,__ -HOUSE .... -.60-0, fiQUSG__. _ -_... -, -, O __ _ R AND EXTERIOR SHADING _ __ __ __. _._. # Window _ _ _, Overhang___ _ Left Fin_, Ri lit Fin g Exterl0r-Shade Type _._6,g SHGC ___ Mgt _ Wid ___ Len Hgt LEO REA Dist ten HgL Dist. Lan Hgt. 1 screen___ _,- - 0,76 a 5 - 3.5.- 6 0 _._. 0 1 6 0 I Q 4 0.. ___ _ .. _- 01 40 0 2 B�Sr aen -._ 0.7E --_ _., .__..0.1 __0 _ _..._- 3 None _... _..__ .. 1.00_ . ... ._..._ - 4 Bu Scrs n _9_ e _. 0 76 .. ----". . B Scree 2. n _u_9___ .- ._ - 7 0 6 _- -_.. __ - ..___ --- - ._-__ 6 BsScree 0,7E __ - 7 W van Sunscreen 6 We Sunscreen '__' 0 3o - 0.36 - 4.0 @.Q _ 2 0 01 2c __ 2,p _ OJ 2 9 ___0 0.1 ,,-20 _ _ q 9_ Woven Sunscreen '- .. 0.30 40 _ 4.0 __5.0 7.0 2.0 _ 2A - 0.1 2.0 2.0 __0.1 2.0 t) 1 2.0 2.0 0.1 2 0 0 _0.1 2.0 _ 0 .0.1 2 0 -0 W Woven Sunscreen __ 4,30 4 0 _5 2 0 __0 __.,,_ 1 24 ._ 2 0 __.0.1 2 0 _,__0 11 .,._.011 .?:0 _._..1.Q r_ _.. _.._ _ --- _. _._ -- _._ .._ RtttLtotttationTtmt'{.._0/iO@44�02435, Ruritzo e 11.24' s675 ; E rgyP n 3_ 6y Energy _ .. ___._____ U Number 833E _._l '- J o +lumber: _ _1_______.____,___,_�1 ._._....__ Paz or i Note: Luwrise rcsidentiai buildings subject to the Standards must contain these measures regardless ofthe compliance approach used. . Items marked svirh an asterisk I') maybe superseded by more stringent compliance requirements listed ors 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 an: shown elxwhete in the documents or on this checklist oniv. Instructions: Check or initial applicable boxes when completed orenter N/A if not applicable. DESCRfPTtON DESIGNER'l ENFORCEMENT I I Space Conditioning, Water Heating and Plumbing System Measures: (continued) I • 3150(dir Ducts and Fans 's I, All ducts an ,phoums immIled, seated and irradiated m matt the requiremem ofthe IM CMC Sections601. e03, 604-and Standard 6-3. ducts minflo ed to a minimum trismiled level ofit-{ 2orenelosedtmireiy in looe dandin space. Openings shall be sealed with masee, tape, aeroso£ sealant aothaduwcimune sysrmt _, that melts zhe applicaetr uxb undems or UL Ill UL ISIA. cr UL 1918. Brocade or tap/ is tat l raised openings greater than 1/4 inch, the combination dramatic and tither meshortape shall be used. Building cavities shy( not be used far conveying conditioned wt. lames and seams oftwin systems and their components zhaf i not be seated with cloth back mmber adhesive duct tapes unless seehtape is used in combination wash mature and drawbande. 2, Budding cavnics. support platforms for air handlers, and plenums defined ac constructed with materials other than seated sheer metal, duct board or flexible duct shall not be used for conveying conditioned an. Building cavities and support platforms may domain ducts. Ducts installed in canoes and suppor platrbrm5 shalt not be compressed to cause reductions in the cross-searea tiond aof the duets. - 3.1omts and seams otduct systems and their components shall nettle staled with cloth dock ntbber adhesve duct capes unless such tape is used to combination with maztic and dmwbands. u E.,hats, fart systems have back draft or auromaac dampers. - 5 Gravitytuarta[ing systems serving conditioned space have either automatic orrpdily acdssublt, manuaily operated dampers, 6 Protection of Insulation. insulation shall be promoted from damage, including that due to sumtight moisture.equpmcnt marmetance, and word but not hmeed to the tallowbig: baralmoss exposed to weather shall be smmble tot outdoor service e.g., protected by aluminum, sheer metal, painted lama,. . or piastre cover. Cellular rbam insular on shah be protected as above or -painted with a ecturg that is water retardant and o{ov,des shieldme liom seta( radiauea ilia dart cause deamdatian ofthe material, i 14 Pool and Spa Hearing systems and Equtpmem. .. 1. System is cerr Fred With 78% thermal eflual rat'. afirs.,fdi. _therprearopeating inaddruti A na ekctnc rtsuance.b.i ng and no prior light. 1. System is mstalice with; a. At kale 36" of pipe benreen direr and heater for tutue solar hearing, b. Cover for outdoor pools or outdoor spas. i. Pool system has directional nice, and a cireulaaon pump time Z.bd, 4.ts farm= Pool hinters, spa heaters or househbd ing have no 9 �eRr -_ too_ si, boduual ;gbk donnnuousty bumma dot tight. tp,ccotton:Non-elecmcal cockSnz ado{(ange�wYth (plat<15D Btulhr) tpt1if T 113 (t1� Cool Roof maron.I meet specuied enterer - I Lighting Measures: I j150ik)l. Lumna"estorgenemliighnngmkitchansshailhavainmpsw,th-n ir,cacyot40t=mstwalt or greater:br germ( lighting in kitchens. This general trebling shall be controlled by a switch on a readily accassibfe lienune control ow,i x an entrance to tht kitchen - 3 i>01k;:. Roams wnh a shower or bathtub must have ember at lent one lumtnant wrth lamps .,nth am , + =if,'eccy 440 lummsti-in or greater switched at the entrance to the room m opt ritual sheopur is to this 1iA reeentmc-.tt allowed m 3t:0(k)2., amd incande.e ,,, recessed ceding iixtnraare 1C (fmsv{al,oncover) ,olio, i.^,t. Ccmciiaoca it�crms August 2001 A-6 Certificate of Compliance: Residential (Part 2 of 2) CF-1 R GON_ZALEZ RESIDENCE 8/18/2005 ProjectTitie - -- - �_._. _._�___ ____ Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data underwater Heating Systems, except Design Heating Load. HeatingDistriution Equipment Minimum Type and P Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location I pump etc-) (AFUE/HSPF)(ducts, attic, etc.) R-Value Type Comments J Central Furnace _.- Sol AFUE Ducts.m Attic............_ .._ 4.2.__. -._._ Setback . LXi.SJ1NGritC . ..-I ._. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location 1 heat pump evao cooling) {SEER) {attic, etc.) ___ R-Value Type Comments Split Arr Conddioner __ 1p5EEg_ GUCSS_nAttip _ _. _ __, _____- _ __ 9.2 Setback EXISTING NC; WATER HEATING SYSTEMS Rated 1 Tank Energy Fact' 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank insuf. System Name Type Type Sysf. Btufhr (gal) Efficiency Loss (J) R-Value _ _11 __. i Fors .l gas samage (rated iepvts of less than or egaa' io 7j e_o Blutnr), ___ el iric._aistarge and heat pomp weer hP te,M, IiM ,y tact., For large gas storage water heaters (rated input nt greater t`ia 15,000 8 7. i, list Rafdd Input, Recovery Efficiency ens Standby t=Jsx. For hstantaneous gas water heaters list Rated input and Rana Cry 6ftiency. REMARKS___ _. .._.,-,-...._. _.,-__..... . _.__-_. __ i COMPLIANCE STATEMENT _ _. _ _ __-- --.__.._. This certificate of compliance tilts the building features and performance specifications needed to comply with Title 24, Pads t and 6 w the California Code of Regulations, and the administrative regulations to Implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognize that compliance using duct sealing and TXV's requires "Installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Cade) Documentation Author --- _.. ___, _- Name: ---I'- Name: PETER CHEN_-11 .-. Itle/Fimti RIHART DESIGN AN pIANNiNG __ ., _ ,_". 11I_ , .. ._ TitleiFi[m: sprit E9g}ge®ring __.- _- _ _ Address: 14 SAND DQLR Co URT Address". 1 Tierra Plano __ -- _-,_.,_ __ --.,_, _ NEWPORTBEACH,,CA ., Rancho Sta,haatga ta'A'92t38o d7t`�p.; _ . Telephone.949-642-6811 Lie. #: ----_, Telephone (94s)23 s' J , N." 11 fi ._ - - - -.. -. __ -._ ,1 y'G __ __ ..- C3 e , _- __ (signature) date ( ) Enforcement Agency _.. _ .___ sr nature i g . a. tit a n a<aw'�1'� 0 7 A r , d. "t_ ...._ ____ i rs f date 3 Y7 Name: v ____. _.___ . _� - # . c ff if Title/Firm P. f G=_ to if. Address: .n". *:,' a'',j , Telephone .. .. ___ -__ `, ') 1` Alit1is S-" fs9 aturet i . c` . ..._�+ 1'.�. I .. (date) _ __ R I' ..x uamttation.Time' D 81 :24' C 1, . � v 8!1 05 20 .35 __.BSL vdQ 'r gyP•I 3 " ey e iefg _ lJser Number' 333G ._294 Job Ntimb - ___ _ VarJ6 q o`3 GONZALEZ RESIDENCE _.__ E. 8/18/2005 _. _ _ ____ _ _.. _.____ Project Tt{ie _ - Dato THERMAL MASS FOR HiGH MASS DESIGN Area Thick. Heat Inside Location Type (si) (in.) Cap. Cond, Form 3 Reference R-Vat. Comments PERIMETER LOSSES F2 Insulation Type Length Factor R-Val. Depth Location / Comments .._ .- _ _... _.,. .S4apPenm@ter 38 0,7E 10- 0 Ha,US6.-__._ , _.. .. _.. __... .._ ..__ . ___.. ..._.,. HVAC SYSTEMS Heatin Equipment Minmum Distribution T ge YP Type furnace heat Efficten and YP ( c a Location Duct Thermostat yy c err ostat Location t Pump, etc. AFUE/H P p. SPF ductslatiic etc R-Value Type _ ) _ _ __ � ). ) e YP Comments _ c"holiFumace _ _._ _ 80°uAFUE. Ducts in Attic ___ .._42 _ ._S.eWok- -_--." EXISTING .AiC, T _ 1 I—- ._. _ _. .__ ___ ._ 11 _- I . ___,... H dronic Piping Y P g Pipe Pipe Instil. ._... -..._. ._. System Name Length y L g h _Diameter, Thick_ Coolie Equipment g Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat um eve cooli ng) SEER pump, aft c etc R-Value T P g) e _ _ YP - _. _.- _ Ccmmenfs d Ao-C diro err .$41 .SL-.r lit i Du lnA l 9.`;SEER ..cis._. _tic ___. 4-2 . __._Setback __ .--. _. _. LXISTINGI,C ___ ..- WATER HEATING SYSTEMS Ratedl Tank Energy Fact! i Tank Instil. Water Heater Water Heater Distribution # in Input Cap, or Recovery Standby R-Value System Name T e Ty pe e YP S s . Btulh• _ _.. YP t (gal)_ Los Etflaenc s o Ext I—-_. . .-- __.___ - ._ _ 1 For small gas storage (rated input - 75000 BrWhr), electric rasisianrh: and heat pump water heaters- list energy factor. For tare .storage as water heaters r' g g(rated input > 75000 Btu hr i ft ( p 1 ), I st aced Input. Rergvery Efficiency and Standby Loss. For instantaneous gas water healers, list Rated Input. and Recovery Efflciency- REMARKS _._ _ I Rptt Imtiat on Tie 081_�Q5 20 -124_35,.-__ Run Cod 1124421879 .. -.... 111-, - Eroppip'.31 By F ySoG L 0.,rmber 6336 Job MI I- be page 9 of o , 1. I GENERAL CONTRACTORS SHALL VERIFY ALL GRADES, DIMENSIONS AND CONDITIONS AT THE JOB SITE WITH COMPLETE SET OF DRAWINGS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. THE ARCHITECT OR ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 2. THE SCOPE OF SERVICES UNDER THIS CONTRACT IS LIMITED TO PROVIDING A "BUILDER'S SET" OF PLANS. THIS SET OF PLANS IS SUFFICIENT TO OBTAIN A BUILDING PERMIT, HOWEVER ALL MATERIALS AND METHODS OF CONSTRUCTION NECESSARY TO COMPLETE THE PROJECT ARE NOT NECESSARILY DESCRIBED iN "THIS BUILDER'S SET". THE IMPLEMENTATION OF THE PLANS REQUIRES A CLIENT, GENERAL CONTRACTOR, AND SUBCONTRACTORS THOROUGHLY KNOWLEDGEABLE WITH THE APPLICABLE BUILDING CODES AND METHODS OF CONSTRUCTION. THE PLANS AND DETAILS DELINEATE AND DESCRIBE ONLY LOCATIONS, DIMENSIONS, TYPE OF MATERIALS AND GENERAL METHODS OF ASSEMBLING OR FASTENING. THEY ARE NOT INTENDED TO SPECIFY PARTICULAR PRODUCTS OR OTHER METHODS OF ANY SPECIFIC MATERIAL, PRODUCT OR METHOD. 3. ALL WORK SHALL COMPLY WITH THE MOST STRINGENT REQUIREMENTS OF ALL APPLICABLE CITY, COUNTY, STATE AND GENERAL LAWS, RULES, CODES, ORDINANCES AND REGULATIONS. IF THE GENERAL CONTRACTOR OR ANY SUBCONTRACTOR PERFORMS ANY WORK IN CONFLICT WITH THE ABOVE -MENTIONED LAWS, RULES, CODES, ORDINANCES AND REGULATIONS, THEN THE CONTRACTOR iN VIOLATION SHALL BEAR ALL COSTS OF REPAIR ARISING OUT OF THE NON -CONFORMING WORK, A PARTIAL LIST OF THE APPLICABLE CODES IS AS FOLLOWS: CALIFORNIA BUILDING CODE 2001 (U.B.C.) CALIFORNIA PLUMBING CODE 2001 (U.P.C.) CALIFORNIA MECHANICAL CODE 2001 (U.M.C.) CALIFORNIA ELECTRICAL CODE 2001 (N.E.C.) CALIFORNIA FIRE CODE (U.F.C.) 4. THE GENERAL CONTRACTOR AND EVERY SUBCONTRACTOR PERFORMING WORK UPON OR PROVIDING SERVICES AND/OR MATERIALS FOR THE WORK IS REQUIRED TO PURCHASE AND MAINTAIN IN FORCE "ALL RISK" BUILDERS RISK INSURANCE PRIOR TO COMMENCEMENT OF THE WORK AND/OR FURNISHING LABOR SERVICES AND MATERIALS. EACH "ALL RiSK" POLICY SHALL BE IN AN AMOUNT SUFFICIENT TO COVER THE REPLACE VALUE OF THE WORK BEING PERFORMED AND/OR THE LABOR SERVICES, AND MATERIALS BEING SUPPLIED BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, ARCHITECT, AND ALL PROFESSIONAL CONSULTANTS. Computer Method Summary (Part I of 3) C-2R GONZAI FZ RESIDENCE_..._ . _ I _ . _, 8118/24051_ __- Project Title Date 2520 FAIRMONTAVENUE_SANTA ANA.._.. _ _ Project Address -. _. .-., -._ __I t Budding Permit # I Spirit Enyri inert g - _.. _ _ (949) 232 5286 - -- cnackl- DOcumemtanoon n Author Tplaphe Camputef�erfarmance___ $ ;oldChccifibin _ i Cal'anco Methad�Packano or computer Climate 2ono - -' --" " - ` Source Energy Use Standard proposed Compliance (kBtutsf-yr) Design _Design Margin Space Heating 3.56 2.7E 0.81 Space Cooling 472 5.29 -0,57 Domestic Hot Water_. _ 0.00 0.00 0 00 Totals 8.29 8.05 0.24 Percent better than Standard: 2.9% BUILDING COMPLIES Total Conditioned Floor Area: 1,826 ft2 Floor Construction Type: Raised Floor ;`X1 Slab Floor Building Type: Single Fam Detached Building Front Orientation: (South) 180 deg Total Fenestration Area: 10-6% Number of Dwelling Units: 1.00 _ Total Conditioned Volume: 14,608 ft 3 Number of Stories: 1 Total Conditioned Stab Area: 1,826 ft' BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. Area I----- _. _ 11 EftaTING NC ... _ _ _ _ 1,62E '1A,608 i C ) Conditioned Setback_ _.2 .n1a Solar OPAQUE SURFACES Act. Gains Type Area U-Fan Azrn. Tilt YIN Form 3 Reference location 1 Comments Wa4 _ _._.._2SL@ __St.488 270. , 90 R93,Wsh lW, 3,2x4.16; HOUSE..., _- , _ .. , _ hall _ ___ ?Z I. -._4.Oa8 -_ BO.. 90 R.13.Ydat4 1 .. ,.5.2x4.18) HOUSE _.. _. _. .. Roof 1.810 0,051 .0 _ 0 a l R_19,Roof (R-19.2x6.161 _ _ HOUSE __ . _. _ _.. Wail__. _._ .3.62. _._._D,oSB - 9c... 94 . _�� R-t7_Wall iW.11,2x:'!_9S) __.. .HOUSE._ .. . __._. , . .. _. ..._ Wall ._.. 243 __0,098 -. ..0 90 : i_ R-11 Wall (W.11.2x4.16) _ . !HOUSE_. ._-...- .,1`ail.__.__ 7z __. 4.04& __.'184. _.__.%I. , !. _µ r2:11.Wall ('d'J.11.2x4,16) _._.._ ___ HOUSE __, __. ..�.-_.... .-..___ Wall 40 ..... 7. � 1W__aI!_ 12x4.16 _._ _ . HOUSE _ .._.-- __.____..--_._ Nall _ __ 6... .-..0.098 _.. 2.D.. 30 -_, R.t. .t"W,.1 J ____-_ _^_. ___ i . I __._.._ ... _. _.._ _._.. _. _- _ _ ---_. _ l __ m __. I - .. _. ___.__1 ___ ...__ _"_ ___ ..._._ _ . i , .__ _.__ .. _. __ _.. _. _ _., -._ .. .,I _ ___ _ i _ __ __ j _ _.. i , .. ,__ -. _ -. _. _- - l l _ i :1 . ___ -_ _ __ . _ _, . _ _ - _._._.. .__.. _- ___ __ - -.-_.. ...... �. - - - 1-1) _---- -- _ i - .__ -._ - t _�- -_ __ _ _ Run butiatwn Tiro: 08118/05 20:24:35 Run Code: 1124421875 CrerpyPro 3,1 By Energysch User Nwnber $336 Job Namber Pager t u • tvt: INtPr'ktVMY iV1P_A3t H@,b(_Hk.CKLt,5t: KE611liENIiAL(PaleIof2) MP-iR . Note: Lo+srise maiddruml buildings subject to the Standards must contain these measures regardless o{'the complied" approach used. funds marked with an asterisk I`) may be superseded by more stringent compliance requirements fisted on the certificate of , Cum fiance. Wh en this Ghee i t " p kl s as ncorparaad into the Pennst documents, the features noted shall btCnnsid red by all partiesas minimum component Perlbrmance specifications Cut 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 NIA if not applicable. DtSCRIPTION I DESIGNER I ENFORCEvtEN- 1 BirildinL Envelope . Measures: II it 'tar ,uinimum R-i9.dingmdiufdp. 1110001 I I ; I SSHhr. Loose nil insulation manutaarurtr's labeled R-Value. rI - t 0- is D(inim.. R-13 wail insui.'uron ,a wood Framed ways or "in-ient U-Factor in metal ' (d 9 t cooly to ,nengr mass wa{I4i. ( . i.utd>: Minimum R-13 raised Foor insulation in Gamed rigors. i I1> I b den msulanon - water absarpuon rate no greater than 0 3p1s, water vapor transmission aft no _w tutin _0 clan/inch. :cis. Insula, o-,Pttititd or instoitod meets insuizbon gaaiity standards. Indicate type and tarm. I 1 jilo-IT Fenestration Pmductzfixierior0m,s.wdintihrananGxi',I=ion Commis I i t, Dacrs zed windows be-,. conditioned and uncanditioned $paces designed to limit air leakage. I I Z,Fenestmoonprod.u(ezcepttiofd-fabr,caad)havefab,fw,thdenihed U.Factor,ceniBed Solar Heat iII m Caerfincnt SHGCi and inCif a. ( ion ccnifdanan. cx:r, I .. teriloors and windo+vs w ea,h crsai D ed: ai 01 en t 1 n P 7 nts and .era io s caulked arxi seated. p i i i%ei Vapor bri-rs o n ididery in Climate zones U and 16 aNv i~ ;133a1 Spec ul i.>tiltrnuon bathe ms.11ed w camoly+nth v I it males Commission gaa8ry standards. too @1 fv t t ;latwnofFimplac s,Decopnye Gas App6a o sandG Logs. . t, gn n act v n a d f o -built fire la es have 7 p " a C'ioseaok moral or glass do., I _ b,0-de air intake wuh damper and control V I . F rf d, raper and c.dddf I t _ vo wnnnuous burning gas pilot lights ailoxtd. 7 f Sparc Conditioning, Winter Heating and Plumbing 5vstem Measures: I i C-c r 3. }{VAC <quopmcm, cocar heaters, showerheads and tbuceu etrtihed by the Commisnan. I ! i :l: ihl:tcatincandlorcaotine)aadscalcutateom _ accordaocc wrtd RSHRAE SMACbtA orACCA. _ - I ,15i?W ce -k thermasrat on ail applicable healing andfor.o l,.g sys,ems. 11,011111' I i i_J.7). Prpc:nd conk insulauon f I Sin _as warm heaters rated with an Energy c; Fa at ie th 0 ' - ss an .>3 thus[ be estcmallI wrapped wash - I '' p h.',ng an rasa!(ed thermal-tsi5ance or R-ie o[greater I _.F1111 - „et mopes closes( to ware' heater rank non -roc rculat ne sy sums. insuiared (R-t or greaten . ua (arms rot s i , o ar system, un{i'ed srgmgt /mks, or Omer ((duce: hat water Banks have R-i? .,-m-i -unimp or R.16 cnmbincd mtcmab,,,d,ral nsuimian I - 1,1', riM ar e, posed piping insulated m ren-ht t, sttt ohs at trip .in systems. rI _ :: u,e swam emm bciow SP F in i • _ g su a.dd. I - , 'alccc_ Fcn,c n heat(( fi Source and n direct h of wuu ank I . ,r� =^,rras - Au^u t t e s 200 A-6 5. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, AND MATERIALS INDICATED ON THE PLANS AND REQUIRED BY THE APPLICABLE CODES. 6. NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE OWNER OR DEVELOPERS WRITTEN AUTHORIZATION, ANY SUBSTITUTION SHALL BE MADE IN ADVANCE TO AVOID ANY DELAY IN THE PROJECT SCHEDULE. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL NOT MAKE STRUCTURAL CHANGES WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER AND APPROVAL BY THE ARCHITECT. 7. ANY ADDITIONAL, DELETION, OR CHANCE IN THE SCOPE OF THE WORK DESCRIBED BY THE PLANS AND GENERAL NOTES SHALL BE BY WRITTEN CHANGE ORDER ONLY. THE GENERAL CONTRACTOR SHALL PROCURE THE BUILDING OFFICIAL'S APPROVAL FOR ANY CHANGE IN THE WORK. 8. THE INTENT OF THE PLANS AND GENERAL NOTES IS THAT ALL LABOR, MATERIALS, EQUIPMENT, AND TRANSPORTATION SHALL BE INCLUDED IN THE WORK FOR THE COMPLETE EXECUTION OF THE PROJECT. THE ARCHITECT SHALL NOT HE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. 9. IT IS THE CLIENT, GENERAL CONTRACTOR, AND ALL SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE ARCHITECT IN WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE ARCHITECT PRIOR TO THE CLIENT OR CLIENT'S SUBCONTRACTORS PROCEEDING WITH THE WORK, THE CLIENT WILL BE RESPONSIBLE FOR ANY DEFECTS iN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED. 10. ALL SHOP DRAWINGS REQUIRED BY THE CONSTRUCTION DOCUMENTS AND GENERAL NOTES SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER PRIOR TO FABRICATION FOR REVIEW OF COMPLIANCE WITH THE DESIGN CONCEPT. , I , BM M� �: -_ CONSTRUCTION NOTE: THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM, I .... liliil � 6 ♦ i it . - i I I . .=___-__-_- __ _ ___ -_- - 1 CANDLE WTW OOD ==> . A ,., , i, 0111 gii;jj i i I ; I Ll j 1��M'� .... �'�'��''���������l'i'lli����''�������• OWNER: GILBERT & MARY GONZALES _ 714-647-0467 PROPERTY ADDRESS: 2520 FAIRMONT AVE. _ SANTA ANA, CA 92706 CONSULTANTS: DESIGNER: RICHART DESIGN & PLANNING _�_ -- 14 SAND DOLLAR CT. NEWPORT BEACH, CALIF. 91663 949-642-6811 STRUCTURAL ENGINEER: BASHAR JAMIL 1564 W. CRIS AVE. ANAHEiM, CA. 92802 714-883-4124 BUILDING CODE 1997 UBCJ2001 CALIFORNIA BUILDING REQUIREMENTS: CODE 20a1 ^- -� 2000 UMCJ2001 CALIFORNIA MECHANICAL coDE 2aa1 2000 UPC%2001 CALIFORNIA PLUMBING CODE 2aa1 1999 NEC 2001 CALIFORNIA ELECTRICAL 1 CODE 20a1 USE OF STRUCTURE SFR OCCUPANCY GROUP: R3 CONSTRUCTION TYPE: TYPE VN No. OF STORIES 1 w, ,! q," DESCRIPTION OF WORK: 1. INTERIOR MASTER BED REMODEL 2. INTERIOR KITCHEN DEMO & REMODEL pq- c-1 3. iNFILLING EXISTING PORCH ENTRY T CO E MASTER BEDROOM O BE M RICHART•DESIGN & PLANNING 14 SAND DOLLAR COURT NEWPORT BEACH, CA. 949-642-6811 l„M`_`..r'11 {\i I ,I, et ...,614 2_1 �,r . _u ms, " 12, NO r4._�u ..,� ) � "r C_ (E) LIVABLE SPACE: 1,733 SF ! ,rIAO r...._ __ PROPOSED LIVABLE SPACE: 93 SF � '�� 1 - s r ,,. x .. -_.z g ?"±i_ x, TOTAL LIVING SPACE: 1,82E S , -,,_ PI Ev, _ l � a I OE GARAGE: 400 SF y-- _....._.. 1 _,. ,f`.. . '.... A • M (E)FOOTPRINT: ................. 1,800 SF (N)FOOTPRINT:................. 93 SF TOTAL FOOTPRINT:.......... 1,893 + } '� `'� tp r r ` :RZU iI NT'+`�' t§ %b z`5'$y'a r .d..5 si . C z", 4.�, i s. �� YSr .H a x, y.a1 ;F 3 V,..� � 1«+*. `:50� t ,a „ fuv� G. _uv> .v', &3 . « F t 4 k a�, t p. I � '. T"i ' }; .lilts" S' 9 1. � zz ,iin't35,:. _..a.ti..5 I.'°, y.5 a_, 3. ,. .._ a w F 4,1�, .,. y.,l, a.-.e ..,,:s'^. i { `,i' 4 4"). t. fl t ; t film' F ,1I u.1a e „ ,,> ,.,. , }; t ,, t _.. ,1tl .E , 3 i i t`ly °'3 i y y T n k s' V t p sy; �. r N. 1 tl Y 44 t, m „ w'c «-5`4r43„1a i>Swf a:e>jo: ad'm a Sear 55 �q a 9 a`' ,g. ,: e i ' 13 a " )�, 0004 Y -;. rru 3s� r� ✓ t T 3 ''. :F t s r <' 9 St` a tM is y 't•;aa' y t ;i:r z ea .)��-s t.s h ! t , as �`t, { t l # 4d;. o , g., r S o 1.. s (.,,yk, ^. I ,, .' t i' f f gg •.f ts', m N$. Sri v,t „a. ,, 6i" iati 9 .t 14 . vri s�.. Esfi ro tt e- � e5 „a ,.,d3x`rt.iwxBrrs 4-,s �._« �C%�ai� • 4 i� �( Pi W ��t h e. H 's` sr.: taddi 8,,vs ,_..,.,,. .xxw azrs...., v,�zax_-amxx=.*. al "' v 0 Al t y O' t -b IDA A L- CV P 0 J E i UNDEX tI 1 Issed � _ M z ON ARCHITECTURAL V A-1 ....... SITE PLAN / ROOF PLAN / PROJECT INFORMATION & J W TITLE-24 CALCULATIONS F••m err A-2 ....... FLOOR PLAN / ROOF PLAN < < Z A-3 ....... ELEVATIONS & SECTIONS LL IQ S1 ............. FOUNDATION / FLOOR & ROOF PLAN N SD1 .......... STRUCTURAL DETAILS . if rx � (1)SD2......... STRUCTURAL DETAILS %MW ll��l INI � i I 1111 I p � Job. No. Date Drawn by J.R, Checked by J.R. (E)PANEL A A23-24 3-#8 1 WHITE 8c 2 BLACK W/ 0 GND. (UNDER COUNTER, GARBAGE DISP.) -STNRMIN WIDTH=5/-4" RISERS 0 7' MAX. RUN=11" OR 12" MAX 4 SKYLIGHT ABV SEE SPECS --(N)CONCRETE STOOP HATCHED AREA INDICATES EXISTING FLOOR TO BE RAISED WITH CONCRETE FILL. SEE STRUCT DET I `00 ! ! ! OFAMILY RM N �~� �=�IL a PROPOSED �~ %�� � ��� � ��`��= @ � FLOOR � � � �� �R�� �� B ��� ��� PF � n �`~�'n -~� `�.�=�"�� m m=°~�- ~~�° � ° m�°� mm M SCALE. 1/4"~?-0" AIR INFILTRATION* WATER RESISTANCE* No Entry No Ent THERMAL PERFORMANCE (Complete unit values.) All thermal performance SHGC, Vt values for VELUX Skylights are NFRC certified, labeled and listed in the NFRC Product Directory. (In accordance with NFRC proce ures.) Tempered, Low-E2, Laminated, Argon Low-E2, Argon Gas -filled Gas -filled FADING PROTECTION 0/b GLAZING CLASSICAL UV TOTALFADING PROTECTION 0/b PROTECTION 0/4 STRUCTURAL PERFORMANCE" DOWNWARD LOAD WIND UPLIFT Tempered * Tested maccordance with AAmA/wDMxz600/Iar2000, VOLUNTARY SPECIFICATION FOR SKYLIGHTS. Size eneunit tested ata1s°roof pitch. *^Tosteu in accordance with ICao'eva|uemonServices, Inc. Acceptance Criteria for Sloped Glazing znSolariums, Patio Covers and Prefabricated Skylights, See National Evaluation Service Report No, NEx216and /CeO-ESReport EK'OV75. ��dma.com SKYLIGHT SPRb Dimensions SKYLIGHTS SHALL HAVE A NONCOMBUSTIBLE FRAME GLAZED WITH DUAL GLAZING OF HEAT STRENGTHENED OF FULLY TEMPERED GLASS OR SHALL BE 3/4-HR-FIRE RESTIVE ASSEMBLY I ATTIC AREA 93 SQ.FT. TOTAL PROVIDED: 623.0 SQ.IN. A1 AC Lli DEMO (E) BUILT-UP ROOF ry & EAVES BELOW. START (N) SLOPED ROOF V-0" BELOW MIN OF 1:12 SLOPE. SCAL����-0v 01 / `-'...___- DOOR SCHEDULE SYM SIZE TYPE �r A),?l 6'4"' x 1'/, FRENCH DOOR (MULTI GLASS PANEL) AlkELECTRICAL NOTES: �C INDICATES NEW 110V WALL OUTLET. CIRCUIT DESIGNATION TYP. INDICATES NEW 125V G.F.I. COUNTER TOP OUTLETS INDICATES NEW 110V G.F.I. WALL OUTLET. INDICATES NEW 3 WAY LIGHT SWITCH. INDICATES NEW LIGHT SWITCH. r~ �� -[l- INDICATES NEW 110V RECESSED LIGHT. (40 WATT MIN,) INDICATES NEW 11DV CEILING LIGHT. . INDICATES NEW OUTDOOR SPOT LIGHT. INDICATES BATTERY OPERATED SMOKE DETECTOR (N)ROOFN00 PASS (E) TRELLIS PANEL SCHEDULE A DESCRIPTION A2 20 AMP LIGHTING IN KITCHEN B2 20 AMP OUTLETS IN RETREAT & BONUS ROOM PANEL SIZES: AMP COMB./SERVICE 3-#3/0, 1 WHITE, 2 BLACK GROUNDED AS PER N.E.C. 1. ARC -FAULT CIRCUIT- INTERRUPTER PROTECTION A. DEFINITION. AN ARC -FAULT CIRCUIT INTERRUPTER IS A DEVISE INTENDED TO PROVIDE PROTECTION FROM THE EFFECTS OF ARC FAULTS BY RECOGNIZING CHARACTERISTICS UNIQUE TO ARCHING AND BY FUNCTIONING TO DE -ENERGIZE THE CIRCUIT WHEN AN ARC FAULT IS DETECTED. B. DWELLING UNIT BEDROOMS. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BE AN ARC -FAULT CIRCUIT INTERRUPTER(S). THIS REQUIREMENT EFFECTIVE JAN 1st, 2002 3. GROUNDING & BONDING TO COMPLY WITH NEC ENERGY CONSERVATION Soo the form CF-1R on the plans for insulation, glazing, HVAC. 8c water heating requirements. Vapor barriers not exceeding 1 perm are required on the conditioned side of all insulation in all exterior wo||n' on the floors of unventmd ott[oo' and on the floors over unvented crawl spaces to protect insulation from condensation. All glazing aho|| be dual glazed and have temporary iobe|o on the product until the field inspector has inspected it. Provide installation 8c insulation oodifiuotoo to the Building Dept. prior to final inspection. "Tho manufactured windows shall have o |oboi attached certified by the National FnnootnzUun Rating Council (NFRC) and showing compliance with the energy calculations. KEY NOTES; 1. Guard noi|o aho|| he 38" in height. Balusters and intermediate railings eho|| be spaced such that o 4' diu. sphere will not poam through any opening. %. Doors between garage and dwelling aho|| be onUd core, min. 1 3/8" think' with o self -closing device and weather stripped.. J. Provide full height (to roof sheathing)5/8" type 'x' gypsum board at all common wmUbetween the dwelling and the garage, or all walls and ceiling Of the garage to include all walls, beam, and columns supporting second ofory. Gypsum board oho|| be tight fittingfitting and taped and installed over min. 15,o/c froming. Vents and chimneys nho|| be fine stopped with listed uaoomb|ioa. Plastic pipe ahoU not penetrate the finish. Ducts on the gonogo side oho|| be min. 20 go. sheet metal. 4. Existing Fire place oho|| have outside combustion air, g|ono doors, ohimnoyu, spark arrestors and hearths. Spark arrestors aho|| also meet the requirements of the |uoo| fire protection district. "Zero C|ooronco" |CBO0 Nor-QA403. 5. Provide o|oor space in front of forced air unit of 30" for maintenance and compartment o|enronueo of 3,along sides and bock and O^ in front of unit when door of furnace compartment is closed. Compartment shall be min. 12" wider than the unit. Provide 200 sq. in. of combustion air for units up to 100,000 btu/hr. plus 2 sq. in. for each 1.000 btu/hr over that amount. 0. Clothes dryers nho|| vent to the outside through sheet metal ducts. Dryer vents oho|| not exceed 14'-0^ in length and have no more than two 80 degree turns. Caulk around all penetrations through exterior envelope. 7 Tank type water heaters shall be equipped with / . n ,pe wo r 000ro y o oqmppoo � o pressure , temperature relief valve. Minimum insulation of tank uho|| be R-16. Tanks aho|| be anchored in the upper 1/3 and the lower 1/3 of its vertical dimension to resist seismic forces. The first 5' of the hot water supply line uho|| be insulated to R-3. VYotor heaters in compartments ohm|| be provided with combustion air: two openings with o minimum 100 sq. in, ea.; 1/2 within 6^ of compartment ceiling, and 1/2 within 0' of compartment floor. Water heater compartment door aho|} not be |eae than 24"in width. Gas water heaters installed /n garages oho|| have pilots o minimum of 18~ above the floor 8. Toilets shoU be water saving tvoo using o maximum 1.6 gal. per flush. Toilets aho|| be centered on o minimum 30' wide ap000 with o minimum of 24,o|wor space in front. 8. Rbang|oua Tub & Shower Combination 10. Shower heads aho|| be on approved |0w flow @ /2.5gpm max.). 8c faucets nhoU be on approved low flow type @ (2.2gpm max.). Showers and tub -shower combinations nho|| be provided with individual control valves of the pressure balance or the thermostatic mixing valve type. Handle position stops aho|| be provided on such valves and oho|| be adjusted per manufacturer's instructions to deliver; o maximum mixed water setting of 120 dognsan Fahrenheit. The water heater thermostat oho|| not be considered o suitable control for meeting this provision Wo|| surfaces � around tubs andshowers ho� ro shall be water ranlebont to uu u � o minimum height of 70 above the drain. Shower doors nho|| open outward. Enclosures ahoU be shatterproof. 11. Attic ooceem aho|| be installed where the accessible attic is over JO" high. Min. size is 22" x JO". 12. Exterior hose bibs ahoU be freeze proof and equipped with on approved onbaiphnn device. 13. Provide audocu mount medicine cabinet and mirror. Verify location and size with ownor. 14. ACA listed &: approved Natural Gas fireplace or stove. 15. Every dwelling unit oho|| be provided with heating facilities oopob|a of maintaining o room temperature of 70 degrees F �� J'-D' above floor in all habitable rooms. 16. The following will be provided Ky the inbsitn for the n|eothou| inspector: Single line diagram, panel schedules @ |nod calculations for n|notrinn| systems. 17. No fuel burning water heater ohu|| be installed in bedroom, bothroom, cloths closet or other confined npono open into any both or bedroom. INDICATES EXIST WALL |NQ|CA[E3 NEW WALL WITH 2x4 STUDS AT 16" O.C. V����11t�`, INDICATES EXIST OPENING TO BE |NF|LLED WITH 2x4 STUDS AT 16' O.C. INDICATES EXIST 2x4 STUD WALL TO BE REMOVED R|C HAkT^D E �!G N &pLANMING 14 5ANDDOLLAR COURT MEWpO0`BEACH, CA. N 949-649-6811 LLJ SKYLIGHTS SHALL HAVE A NONCOMBUSTIBLE FRAME GLAZED WITH DUAL GLAZING OF HEAT STRENGTHENED OF FULLY TEMPERED GLASS OR SHALL BE 3/4-HR-FIRE RESTIVE ASSEMBLY I ATTIC AREA 93 SQ.FT. TOTAL PROVIDED: 623.0 SQ.IN. A1 AC Lli DEMO (E) BUILT-UP ROOF ry & EAVES BELOW. START (N) SLOPED ROOF V-0" BELOW MIN OF 1:12 SLOPE. SCAL����-0v 01 / `-'...___- DOOR SCHEDULE SYM SIZE TYPE �r A),?l 6'4"' x 1'/, FRENCH DOOR (MULTI GLASS PANEL) AlkELECTRICAL NOTES: �C INDICATES NEW 110V WALL OUTLET. CIRCUIT DESIGNATION TYP. INDICATES NEW 125V G.F.I. COUNTER TOP OUTLETS INDICATES NEW 110V G.F.I. WALL OUTLET. INDICATES NEW 3 WAY LIGHT SWITCH. INDICATES NEW LIGHT SWITCH. r~ �� -[l- INDICATES NEW 110V RECESSED LIGHT. (40 WATT MIN,) INDICATES NEW 11DV CEILING LIGHT. . INDICATES NEW OUTDOOR SPOT LIGHT. INDICATES BATTERY OPERATED SMOKE DETECTOR (N)ROOFN00 PASS (E) TRELLIS PANEL SCHEDULE A DESCRIPTION A2 20 AMP LIGHTING IN KITCHEN B2 20 AMP OUTLETS IN RETREAT & BONUS ROOM PANEL SIZES: AMP COMB./SERVICE 3-#3/0, 1 WHITE, 2 BLACK GROUNDED AS PER N.E.C. 1. ARC -FAULT CIRCUIT- INTERRUPTER PROTECTION A. DEFINITION. AN ARC -FAULT CIRCUIT INTERRUPTER IS A DEVISE INTENDED TO PROVIDE PROTECTION FROM THE EFFECTS OF ARC FAULTS BY RECOGNIZING CHARACTERISTICS UNIQUE TO ARCHING AND BY FUNCTIONING TO DE -ENERGIZE THE CIRCUIT WHEN AN ARC FAULT IS DETECTED. B. DWELLING UNIT BEDROOMS. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BE AN ARC -FAULT CIRCUIT INTERRUPTER(S). THIS REQUIREMENT EFFECTIVE JAN 1st, 2002 3. GROUNDING & BONDING TO COMPLY WITH NEC ENERGY CONSERVATION Soo the form CF-1R on the plans for insulation, glazing, HVAC. 8c water heating requirements. Vapor barriers not exceeding 1 perm are required on the conditioned side of all insulation in all exterior wo||n' on the floors of unventmd ott[oo' and on the floors over unvented crawl spaces to protect insulation from condensation. All glazing aho|| be dual glazed and have temporary iobe|o on the product until the field inspector has inspected it. Provide installation 8c insulation oodifiuotoo to the Building Dept. prior to final inspection. "Tho manufactured windows shall have o |oboi attached certified by the National FnnootnzUun Rating Council (NFRC) and showing compliance with the energy calculations. KEY NOTES; 1. Guard noi|o aho|| he 38" in height. Balusters and intermediate railings eho|| be spaced such that o 4' diu. sphere will not poam through any opening. %. Doors between garage and dwelling aho|| be onUd core, min. 1 3/8" think' with o self -closing device and weather stripped.. J. Provide full height (to roof sheathing)5/8" type 'x' gypsum board at all common wmUbetween the dwelling and the garage, or all walls and ceiling Of the garage to include all walls, beam, and columns supporting second ofory. Gypsum board oho|| be tight fittingfitting and taped and installed over min. 15,o/c froming. Vents and chimneys nho|| be fine stopped with listed uaoomb|ioa. Plastic pipe ahoU not penetrate the finish. Ducts on the gonogo side oho|| be min. 20 go. sheet metal. 4. Existing Fire place oho|| have outside combustion air, g|ono doors, ohimnoyu, spark arrestors and hearths. Spark arrestors aho|| also meet the requirements of the |uoo| fire protection district. "Zero C|ooronco" |CBO0 Nor-QA403. 5. Provide o|oor space in front of forced air unit of 30" for maintenance and compartment o|enronueo of 3,along sides and bock and O^ in front of unit when door of furnace compartment is closed. Compartment shall be min. 12" wider than the unit. Provide 200 sq. in. of combustion air for units up to 100,000 btu/hr. plus 2 sq. in. for each 1.000 btu/hr over that amount. 0. Clothes dryers nho|| vent to the outside through sheet metal ducts. Dryer vents oho|| not exceed 14'-0^ in length and have no more than two 80 degree turns. Caulk around all penetrations through exterior envelope. 7 Tank type water heaters shall be equipped with / . n ,pe wo r 000ro y o oqmppoo � o pressure , temperature relief valve. Minimum insulation of tank uho|| be R-16. Tanks aho|| be anchored in the upper 1/3 and the lower 1/3 of its vertical dimension to resist seismic forces. The first 5' of the hot water supply line uho|| be insulated to R-3. VYotor heaters in compartments ohm|| be provided with combustion air: two openings with o minimum 100 sq. in, ea.; 1/2 within 6^ of compartment ceiling, and 1/2 within 0' of compartment floor. Water heater compartment door aho|} not be |eae than 24"in width. Gas water heaters installed /n garages oho|| have pilots o minimum of 18~ above the floor 8. Toilets shoU be water saving tvoo using o maximum 1.6 gal. per flush. Toilets aho|| be centered on o minimum 30' wide ap000 with o minimum of 24,o|wor space in front. 8. Rbang|oua Tub & Shower Combination 10. Shower heads aho|| be on approved |0w flow @ /2.5gpm max.). 8c faucets nhoU be on approved low flow type @ (2.2gpm max.). Showers and tub -shower combinations nho|| be provided with individual control valves of the pressure balance or the thermostatic mixing valve type. Handle position stops aho|| be provided on such valves and oho|| be adjusted per manufacturer's instructions to deliver; o maximum mixed water setting of 120 dognsan Fahrenheit. The water heater thermostat oho|| not be considered o suitable control for meeting this provision Wo|| surfaces � around tubs andshowers ho� ro shall be water ranlebont to uu u � o minimum height of 70 above the drain. Shower doors nho|| open outward. Enclosures ahoU be shatterproof. 11. Attic ooceem aho|| be installed where the accessible attic is over JO" high. Min. size is 22" x JO". 12. Exterior hose bibs ahoU be freeze proof and equipped with on approved onbaiphnn device. 13. Provide audocu mount medicine cabinet and mirror. Verify location and size with ownor. 14. ACA listed &: approved Natural Gas fireplace or stove. 15. Every dwelling unit oho|| be provided with heating facilities oopob|a of maintaining o room temperature of 70 degrees F �� J'-D' above floor in all habitable rooms. 16. The following will be provided Ky the inbsitn for the n|eothou| inspector: Single line diagram, panel schedules @ |nod calculations for n|notrinn| systems. 17. No fuel burning water heater ohu|| be installed in bedroom, bothroom, cloths closet or other confined npono open into any both or bedroom. INDICATES EXIST WALL |NQ|CA[E3 NEW WALL WITH 2x4 STUDS AT 16" O.C. V����11t�`, INDICATES EXIST OPENING TO BE |NF|LLED WITH 2x4 STUDS AT 16' O.C. INDICATES EXIST 2x4 STUD WALL TO BE REMOVED R|C HAkT^D E �!G N &pLANMING 14 5ANDDOLLAR COURT MEWpO0`BEACH, CA. N 949-649-6811 LLJ UJ U. Ln TILE ROOF INSTALLED PER MANUF. INSTRUCTIONS ROOF SHEATHING PER PLAN. 2" x R.R. PER PLAN. 2" x C. JOIST ROOFING PAPER 0/ ROOF SHTG. & FRAMING :r= 2 x BLOCKING. f ROOFING FELT TO LAP OVER EDGE 2"x FASCIA: SEE PLAN TYP. EXT. STUCCO 0/ WIRE ` .= f 1f2" DRYWALL @ CEILING R ,_.,.._, , ;,, MESH AND BLDG. PAPER AND INT. WALL. 2" x STUDS EAVE DETAIL I CEILING I T SCALE D, 7/8" EXT CEMENT PLASTER OVER METAL LATH w/ BLDG PAPER j GYP BD ^: 2X6 WD TRIM FOR POP -OUT WHERE IT OCCURS (2) 2x4 @ JAMB — METAL TRIM SCREEN ALUMM t , ` R i >�J IaJ SCALE 1 DD=1 D—ODD r fr. 7/8" EXT CEMENT PLASTER OVER METAL LATH w/ BLDG PAPER 1[ yL '' a•'. GYP BD k i 2X6 WD TRIM FOR POP -OUT WHERE IT OCCURS A6 4x HEADER SEE STRUCTURE — METAL TRIM SCREEN ALUMINUM WINDOWSCALE 1 „T1 ROOF FRAMING SEE STRUCT. ROOF INSTALLED PER MANUF. INSTRUCTIONS ROOF SHEATHING PER PLAN. ROOFING PAPER 0/ ROOF SHTG. & FRAMING - 1 }� 2x1O BARGE- SEE PLAN ' 2" x STUDS i TYP. EXT. STUCCO 0/ WIRE MESH AND BLDG. PAPER L DETAIL SCALE 1 YD = 1 , — O ii 1111 ....... .. .. Ill ij� SCALE. 114"=1►_0" PROVIDE G.I. FLASHING SCALE. 114'4-0" USE 2x6 STUD @16" MAX 15'-0" HIGH 4. INDICATES R-13 INSULATION. ��.zrafrsrwt�rcvrrrirra ♦ INDICATES ! ♦ ♦ INSULATION. ! * ... s M DRYWALL. 9. INDICATES iSLAB. _W99ILL, TYP. ... CONNECTION. INDICATES12. aCIA FRAMING TO MATCH 13. INDICATES ROOF RAFTER, LATE. 15. INDICATES 1/2" PLYWOOD ROOF SHEATHING. ONCRETE FOOTING. 18. 2x6 CEILING JOIST MAX SPAN 8'-0". PROVIDE 2x4 HANGER WHERE REQ'D NOTES: THESE SECTIONS ARE FOR PROFILES OF CEILING HEIGHTS, PLATE HEIGHTS, AND GENERAL SHAPES OF FRAMING ONLY. REFER TO STRUCTURAL DRWINGS FOR ACTUAL SIZES, DETAILS, AND LAY —OUT OF ALL FRAMING. FIRE NOTES: FIRE BLOCKS AND DRAFT STOP: FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALL AND PARTITIONS, INCLUDING FURRED SPACES, AT CEILING AND FLOOR LEVELS AND AT 1O-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN OPENING AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NON COMBUSTIBLE MATERIALS. 4. AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY -BUILT CHIMNEYS. 5. WHERE WOOD SLEEPERS ARE USED FOR LAYING WOOD FLOORING ON MASONRY OR CONCRETE FIRE —RESISTIVE FLOORS, THE SPACE BETWEEN THE FLOOR SLAB AND THE UNDERSIDE OF WOOD FLOORING SHALL BE FILLED WITH NONCOMBUSTIBLE MATERIAL OR FIRE BLOCKED IN SUCH A MANNER THAT THERE WILL BE NO OPENING UNDER THE FLOORING WHICH EXCEEDS 100 SQUARE FEET IN AREA AND SUCH SPACE SHALL BE FILLED SOLIDLY UNDER ALL PERMANENT PARTITIONS SO THAT THERE IS NO COMMUNICATION UNDER THE FLOORING BETWEEN ADJOINING ROOMS. FIRE BLOCKS MAY BE OF GYPSUM BOARD, MINERAL FIBER, GLASS FIBS , OR OTHER APPROVED MATERIALS SEC6 ELY FASTENED IN PLACE LOOSE -FILL INSULATION MATERIAL `'HALL NOT tE ;QED A FIRE BLOCK UNLESS SPECIFICALLY FIRE TESTED- .- l _ T.O. ROOF EL=SEE ROOF PLAN _ T.O. PLATE - EL=9'-1 " _ FIN. GRADE _ EL=O'0" RICHART•DESIGN & PLANNING 14 SAND DOLLAR COURT NEWPORT BEACH, CA. 949-642-6811 uj uj (n uj ilp U) i 1%% U. -.r a a U Job. No. Date Drawn by J.R. Checked by J.R. ELEVATIONS' & SECTIONS & GENERAL D ETAI LS Am3 FOUNDATION LEGEND A. GENERAL TABLE NO. 23-II-B-I NAILING SCHEDULE DETAIL REFERENCE DESIGNATION 1 ERI RARE D MENSI NS AND NDIT ONS T THE JOB GENERT AL 1 CON flRS SHALL V FY ALL G S, I 0 GO ! A SD �- DETAIL SHEET NUMBER SITE WITH COMPLETE SET OF DRAWINGS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. THE ARCHITECT OR ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. NEW STUD WALL 2 . ALL MATERIALS AND WORK PERFORMED SHALL CONFORM TO THE LATEST REQUIREMENTS OF EXISTING STUD WALL TO REMAIN THE CALIFORNIA BUILDING CODE (2001 EDITION) AND ANY OTHER APPLICABLE CODES AND ORDINANCES. 3. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO WALL TO BE DEEMED NOT INDICATE THE METHOD OF CONSTRUCTION. THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN THE COMPLETED FORM. GENERAL CONTRACTOR SHALL r :..:.... NEW FOOTING PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMAN AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT TO BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT AND SHORING FOR THE STRUCTURE. EXISTING FOOTING j 4. IN NO CASE SHALL DIMENSIONS BE SCALED FROM DRAWINGS AND/OR DETAILS. f } (E R SLAB ON GRADE ! ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE FP1t 1A1®A T1f1w! A1"�"� ARCHITECTS AND THE ENGINEERS ATTENTION FOR CLARIFICATION PRIOR TO PROCEEDING. ANY FOUNDATION 1 1V��1 iF�1 WORK INSTALLED PRIOR TO AND/OR IN CONFLICT WITH SUCH CLARIFICATION SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER. 1. FOR GENERAL NOTES, SEE SHEET S1. 5. WHERE A DETAIL, SECTION OR A NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR 2. BOTTOM OF ALL FOOTING SHALL BE THE SAME ALL LIKE OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. 3 WOOD STEPS ELEVATION AS THE EXISTING FOOTING. 6. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AND ENGINEER AS TO ANY DISCREPANCIES BY CONTRACTOR SD1 BETWEEN SPECIFICATIONS GENERAL NOTES STRUCTURAL PLANS AND DETAILS. i f 3. CONTRACTOR SHALL PROVIDE FORMING ON THE ' LINE OF (E) FTG. ; ; ; AF__ i SIDE OF THE EXCAVATED SOIL AS REQUIRED T 7. ANY REFERENCES TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE NP `iii i PREVENT CAVING IN OF THE DIRT. IF THE SOIL HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE IS STIFF, FORMING IS NOT REQUIRED, NEW CONTRACTOR AND/OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED �MATERIALS OR LABOR SPECIFICATION. - CONC. STEPS CONCRETE FOOTING CAN BE POURED AGAINST - THE DIRT. 8. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS ALTERNATES ARE APPROVED f IN WRITING BY THE ARCHITECT, OWNER, AND STRUCTURAL ENGINEER OF THE RECORD. 4. PROVIDE AT LEAST 90�d COMPACTION OF TYP. HD 10 ` fVL=5'-8� OF THE SOIL TO RECEIVE NEW FOOTING. 9. CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURE ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO MAKE THESE ATTACHMENTS. REVIEW AND COORDINATE ALL THE REQUIREMENTS SD2 ; ! i# 4 AND THE ARCHITECTS PROJECT SPECIFICATIONS AS APPLICABLE. SD1 10, THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION AND COORDINATION WITH i ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SPRINKLER DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT OF ALL SUBTRADES. i r - - -- -- 1 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER INDICATED ON CONTRACT DRAWINGS OR NOT, AND TO PROTECT THEM FROM DAMAGE. 5D 1 REPAIR AND REPLACE OF SAID WORK SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 12. UNLESS NOTED, SUBMIT SHOP DRAWINGS FOR ALL FABRICATED MATERIALS. SHOP DRAWINGS NEW 4" SLAB THICK. W/#4 ® WILL NOT BE REVIEWED UNLESS, THEY ARE APPROVED AND ACCEPTED WITH A STAMP FROM GENERAL CONTRACTOR AS CONFORMING TO THE CONSTRUCTION DOCUMENTS. '------------------ -;---- 1$" O.G. EA. WAY OVER 2" SAND OVER (E) S.O.G. � 13. VIBRATIONAL EFFECTS OF MECHANICAL AND/OR ANY OTHER EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 14. UNLESS NOTED OTHERWISE, ELEVATIONS SHOWN ON THE DRAWINGS ARE TO TOP OF BEAMS # SD1 4 I 1 INDICATE 1/2" PLYWD STRUCT I AND FOUNDATION. W/ 1Od 06", 12" & 3x SILL FTG. 1 "W 0P. ! ___-- Ii W 5 8" 0 A.B. 024" O.C. W/ s" THK. GONG. STEM -- � I EDR2D RsGRAD" PAPE©/PLW� .WOOD FRAMING WALL. (FIELD VERIFY SIZE OF FTG. IF REQUIRED). x t m WORN RICHART•DE51 C PLANNING 14 SAND DOLLAR COURT NEWPORT BEACH, CA, 949-642-6811 ESS =�wrecH 1�� No. S 4078 � �,. GYP• �Bso-o6 ,, U���.��� T OF C•�� , IN -.I 1. ALL FRAMING SHALL CONFORM TO THE GRADES AS SET BY THE W.C.L.I.B. OR W.W.P.A. LATEST 1 COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. CALIFORNIA BUILDING CODE AND NATIONAL DESIGN SPECIFICATION (N.D.S.) ALL LUMBER SHALL 2 NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 1 # BEAR THE GRADE STAMP OF AN APPROVED TESTING AGENCY, EXCEPT EXPOSED LUMBER AT 6 INCHES AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD VISIBLE AREAS. STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTIONS 2315.3.3 AND 2. UNLESS NOTED OTHERWISE, FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH. 2NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING. 3 COMMOMMO N OR DEFORMED SHANK. NORTH - ST RAD 4 COMMON. 2.1 STUDS 2 THICK, 4 WIDE (MAX. 8 1 HT} STUD GRADE 5 DEFORMED SHANK. 2" THICK, 4" WIDE AND LARGER U.N.O. NO. 2 6 CORROSION -RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF SECTION 2304A.3. SCALE 2.2 NAILERS NO. 2 7 FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT s, , >, INTERMEDIATE SUPPORTS. FOUNDATION PLAN 1 /4 -0 2.3 SUBPURLINS,BEAMS, STRINGERS 4" AND THICKER, 8 CORROSION -RESISTANT ROOFING NAILS WITH 7/,6-INCH-DIAMETER HEAD AND 11/2-INCH LENGTH FOR AND WIDER NO. 1 1/2-INCH SHEATHING AND 13/4-INCH LENGTH FOR 25/32-INCH SHEATHING CONFORMING TO THE REQUIREMENTS W 2.4 POSTS AND COLUMNS 44 AND LARGER NO. 1 OF SECTION 2304.3. ,> „ 9 CORROSION -RESISTANT STAPLES WITH NOMINAL 7/16-INCH CROWN AND 11/8-INCH LENGTH FOR1/2-INCH SHEATHING OF FRAMING $MIN`( LEGEND 2.5 STRUCTURAL JOISTS AND PLANKS 2 TO 4 THICK, AND 11/2-INCH LENGTH FOR 25f32-INCH SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION 2304.3. 6 AND WIDER NO. 1 10 PANEL SUPPORTS AT 16 INCHES [20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS j --- - - --- EXISTING BEAMS/HEADERS 2.6 TYPICALLY ALL OTHER LUMBER UNLESS NOTED OTHERWISE MARKED]. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE HEADERS OTHERWISE SHALL BE SUPPORTS. NEW BEAMS / 11 PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES (GREATER OR BETTER) NO. 1 AT INTERMEDIATE SUPPORTS. NEW ROOF RAFTERS PER PLAN 3. PLYWOOD SHEATHING SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF 12 WHEN POSSIBLE, NAILS DRIVEN PERPENDICULAR TO THE GRAIN SHALL BE USED INSTEAD OF TOENAILS. = - - r-- ----------#-j- - W -- - - - - ---- - U.S. PRODUCT STANDARDS PS 1-95, STRUCTURAL USE PANELS SHALL CONFORM TO NER-108 i-- - - -f EXISTING R.R. PER PLAN (APA-PRP-108). EACH PANEL SHALL BE IDENTIFIED WITH THE APPROPRIATE A.P.A. GRADE STAMP. 1. MACHINE APPLIED NAILING USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY 10004 j4. ROOF SHEATHINGS SHALL BE FIVE PLY WITH THICKNESS AND PANEL INDEX AS INDICATED ON JOBSITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL OF THE PROJECTPROVIDE 2x FULL DEPTH BLOCKING 08'-0" O.C. DRAWINGS. STAGGER SHEETS PER PLAN. ROOF NAILING SHALL BE PER SCHEDULE ON ARCHITECT OR STRUCTURAL ENGINEER AND THE DIVISION OF THE STATE ARCHITECT. _.. _ BETWEEN R.R. DRAWINGS, OR AS INDICATED ON NOTES. INSTALL SHEETS WITH FACE GRAIN ACROSS SUPPORTS THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE MACHINE ROOFING MATERIAL ON THE ROOF SHALL NAILING IS NOT ALLOWED FOR 5/16"(7.9MM) PLYWOOD. IF THE NAIL HEADS ' - - - - _ # # I __ __ _. - EXCEPT WHERE NOTED OTHERWISE. PENETRATE THE OUTER PLY BY MORE THAN WOULD BE NORMAL FOR A HAND-HELD # I NOT EXCEED 8 PSF. 5. ROOF AND FLOOR SHEATHING, AND SHEAR WALL PANELS NAILING AND INSTALLATION SHALL BE HAMMER, OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THEW wo _ - INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO COVERING. PERFORMANCE WILL BE DEEMED UNSATISFACTORY AND MACHINE NAILING SHALL BE - - - - # - PROVIDE 1/2" PLYWOOD t� ALL EXTERIOR WALLS N AROUND OPENINGS W/ 10d 06" O.C. TYF. U.N.O. 6, STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES,. CONDUIT, ETC. UNLESS SPECIFICALLY DISCONTINUED. I CALIF. FRAMING j ( ( # DETAILED ON DRAWINGS. REFERENCE: 1997 CALIFORNIA BUILDING CODE, SECTION 2315.3.3 V 7. FOR NAILING SCHEDULE COMPLY WITH UNIFORM BUILDING CODE TABLE 23-II-B-! # FRAMING NOTES W cc # i _ - _ -� ( # =: = _.._ . ..-. _, 8. ALL NAILS SHALL BE COMMON NAILS IN COMPLIANCE WITH FEDERAL SPECIFICATIONS FF-N-1056 D. SPECIAL INSPECTIONS G # - �T# # SINKERS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. ALL NAILS EXPOSED j - - - - Q42) Q TO WEATHER, HEAT AND OR MOISTURE SHALL BE GALVANIZED. 1. FOR STUD NOTCHES & BOR{NG SEE & j 1. ALL INSPECTION AND TESTS SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY RETAINED Q # - - # 9. ALL WOOD IN CONTACT WITH THE GROUND, MASONRY, OR CONCRETE WITHIN 48 INCHES OF s BY THE OWNER. THE SPECIAL DEPUTY INSPECTOR SHALL BE QUALIFIED APPROVED BY THE <;[ Z {_-. 2, FOR TYP WALL FRAMING, SEE SD2 THE GROUND SHALL BE PRESSURE TREATED. BUILDING DEPARTMENT AND ACCEPTABLE TO THE ARCHITECT. # # w \ # IBC - - - - ___.__ # : _ ... :: __ ._ :. _ _. ::_-------- x : _ .::_ LL 10. ALL FRAMING HARDWARE SHALL BE MANUFACTURED BY "SIMPSON STRONG TIE" COMPANY, Q I5 2. COPIES OF ALL TEST RESULTS SHALL BE FURNISHED TO THE ENGINEER, ARCHITECT, CAA HDR. I 3. FOR NON -BEARING WALL SEE R APPROVED EQUAL WITH VALID & CURRENT I.C.B.O. & LARR REPORT. ALL CONNECTIONS • ' sae INC.,, BUILDING DEPARTMENT AND BE AVAILABLE AT THE JOB SITE. SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATION AND z z Q 3 4. FOR TOP PLATE SPLICE, SEE SPECIFICATION TO DEVELOP THE MAXIMUM CAPACITY. 3. FINAL REPORTS FOR ALL INSPECTIONS AND TESTING MUST BE PROVIDED, FINAL REPORTS SHALL # a°SD2 ;� # ___ _ sD2 DOCUMENT COMPLETION OF ALL INSPECTIONS AND CORRECTION OF ALL NOTED DESCREPENCIES. a # # _ s 11. LAG SCREWS SHALL CONFORM TO A.N.S.I. 6.18. 4. THE DUTIES OF SPECIAL INSPECTOR SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF 0 N 5. FOR WALL INTERSECTIONS, SEE sD2 12. BOLTS SHALL CONFORM TO ASTM A307. ALL BOLTS THROUGH WOOD SHALL HAVE SECTION 17 OF THE UNIFORM BUILDING CODE. Lti 6. FOR PLYWD FLOOR ROOF SHEATHING LAYOUT, SEE # STANDARD WASHERS. BOLT HOLES SHALL BE BORED 1/32" TO 1/ " LARGER THAN THE BOLT 5. PREMATURE NOTIFICATION OF ANY INSPECTION SHALL RESULT IN ADDITIONAL VISITS WITH ALL 0. 1 (E) 2X R.R. (E) x IiA. / sn2 DIAMETER UNLESS NOTED OTHERWISE. ALL BOLTS SHALL BE TIGHTENED PRIOR TO BEING COVERED. EXPENSES AT CONTRACTORS EXPENSE. h---- # , " "" `"" _: _ _ _ __ _ :: :. __ _ ___._:_ _ _ _. __ 5 „ „ 6. FAILURE OF NOTIFICATION BY THE CONTRACTOR FOR INSPECTION ON A TIMELY BASIS MAY I # 51M 5 8 c, 13. SILL PLATES SHALL BE BOLTED TO FOUNDATIONS WITH jg DIAMETER x10 LONG ANCHOR # SD1 S: T `' TYP __. BOLTS AT 4'-O" O.C. UNLESS NOTED OTHERWISE EMBEDDED ?INCHES MINIMUM IN RESULT IN COMPLETE REMOVAL AND REPLACEMENT OF ALL WORK PERFORMED AT CONTRACTOR'S # # - - ___ _ __ . _ ._. ( )� EXPENSE. -SD2 _ .... _.. _ -r 5 a, I' CONCRETE. BOLTS SHALL HAVE 1 jg WASHER NUTS. MINIMUM 2 BOLTS PER PLATE, ONE BOLT 7. SPECIAL INSPECTION REQUIRED FOR: #7 WITHIN 12 INCHES OF PLATE END CORNERS. IN ILL ` I I { O.H. SD1 .- - _ - i _ - - _ _ _ - _ - _ _�- 14. PROVIDE BOUNDARY NAILING OF PLYWOOD DIAPHRAGM AT ALL ROOF OPENINGS. REQUIRED # # 8 I - - -- # - # - - - - - - - - - - _ - - - - #15, PROVIDE 2x SOLID BLOCKING AT ALL JOIST AND RAFTER BEARING LOCATION. ITEM YES NO N/A # , ` 16. A DOUBLE TOP PLATE MADE OF TWO MEMBERS OF THE SAME SIZE AS THE STUDS SHALL BE UNBLOCKED DIAPHRAGM W/ (# PLACED AT THE TOP OF EVERY BEARING PARTITION OR EXTERIOR WALL. SUCH DOUBLE PLATES CONCRETE OVER 2500 PSI AT 28 DAYS ❑ ❑ 1/2" STRUCT I SHTG." W/ 1 Od # i SHALL BE LAPPED AT CORNERS. JOINTS IN UPPER AND LOWER MEMBERS SHALL BE AT LEAST CONCRETE PLACEMENT AT SLAB -ON -GRADE ❑ ❑ COMMONS NAIL ®6 O.C. B. , # FOUR FEET APART. EXCEPT AT CORNERS. USE 10-16d NAILS MINIMUM ON EACH SIDE OF x12 BM B. I 6"O.C., E.N. & 12"O.C. F.N (I EACH SPLICE. WRITSLAB-ON-GRADE ERTION FOR PROPER PLACEMENT OF REINFORCEMENTS 8 i # 17. PROVIDE LEAD HOLE 70% OF THREADED SHANK DIA., AND FULL DIA. FOR SMOOTH SHANK PORTION. REINFORCING PLACEMENT VERIFICATION OF MILL REPORT AND ❑ ❑ �J (# SD1 { SOAP, PARAFFIN OR OTHER APPROVED LUBRICANT SHALL BE USED ON THREAD INSTALLATION SHALL IDENTIFICATION OF STEEL AND AT JOB SITE ❑ ❑ # 9 I # # # BE SCREWING, NOT HAMMERING. CARE SHALL BE TAKEN TO AVOID OVER TORQUING BOLT OR SCREW, # I # SD1 0= # # I ALL FIELD WELDING El ❑ u # # ( I I I # 18. UNLESS APPROVED BY TESTING. IT IS ASSUMED THAT PRESSURE -TREATED SILL PLATE MAY CONTAIN HIGH-STENGTH BOLTING CONTRFI TOR SHALL PROVIDE I ❑ ❑ a cx ADEQU TO SUPPORT # # CORROSIVE CHEMICAL, AND THEREFORE PER UBG SECTION 2304.3 REQUIREMENTS. EPDXY BOLTS IN CONCRETE OR MASONRY &HOEDOWN IN CONCRETE a RO�SYTB� PRIOR TO # ALL BOLTS INSTALLED SHALL BE ZINC COATED GALVANIZED. # ❑ ❑ # ( # # INSTALL NEW # # ANCHOR BOLT INSTALLATION AND PLACEMENT IN CONCRETE I� Ij ❑ BM To BM GONN. 4- ---_l. � __ I # C. DESIGN CRITERIA FOUNDATION. EXCAVATION AND FILE INCLUDING UTILITY TRENCHES � � ❑ Ip 10 # ( # # # 8. FIELD SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN INSPECTION. # l3kYLIGH sD1 # I # i I { + # CODE: UBC 1997 I I LL = -_- = ` J _' - -� # DESIGN LOADS: I I ROOF DEAD LOAD 16 PSF ROOF LIVE I QAD 20 PSF (NOT REDUCED) 1- FOR DIMENSIONS AND ELEVATIONS SEE ARCH. DRAWINGS. # # # # # # # I I # # WIND: 70 M.P.H. EXPOSURE "C" 2- ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL (# # # I u # SEISMIC (ASSUMED): ZONE 4, SOIL PROFILE TYPE "S " DRAWINGS AND/ OR FIELD CONDITIONS MUST BE BROUGHT TO THE _ _ I D ATTENSION OF THE ARCHITECT OR EN WEER OF RECORD PRIOR TO (# � 1 �{ I SEISMIC SOURCE TYPE "B„ NORTH NEAR SOURCE FACTORS Na=1.0 SUBMITTAL OF BID AND CONSTRUCTION. NY DISCREPANCIES BETWEEN I # SEISMIC ACCELERATION COEFFICIENT, C =0.46 DRAWINGS THAT RESULT IN ADDITIONAL 0 - AF THE f4A&'`BE' ..,<. a THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. IT IS T E RESPO8 BILITY c Q /� SCALE OF THE CONTRACTOR TO REVIEW DRAWINGS CAREF&L'Y DURIIN( THE BID ROOF i [ 1 A �Y # N PLAN 1 j4='=1 a-O,afflol,fl PROCESS. DO NOT PROCEED WITH ANY WORK UNTIL tISG€2EPAiC OR ANY OUTSTANDING ITEMS AND/ OR QUESTIONS ARE "RESOLVED.'460 CONNECTION NAILING' 1. JOIST TO SILL OR GIRDER, TOENAIL 3-8d 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d 3. 1 "x6" 25mm x 152mm SUBFLOOR OF LESS TO EACH JOIST, FACE NAIL 2-8d 4. WIDER THAN 1 "x6" 25mm x 152mm SUBFLOOR TO EACH JOIST, FACE NAIL 3-8d 5. 2" 51mm SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d 6. ADD SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16d 0 16"O.C.(406mm) SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANEL 3-16d PER 16" 406mm 7. TOP PLATE TO STUD, END NAIL 2-16d 8. STUD TO SOLE PLATE 4-8d, TOENAIL OR 2-16d, END NAIL 9. DOUBLE STUDS, FACE NAIL 16d 0 24"O.C. 610mrn 10. DOUBLE TOP PLATES, TYPICAL FACE NAIL 16d 0 16"O.C.(406mm) DOUBLE TOP PLATES, LAP SPLICE 8-16d 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL. 3-8d 12. RIM JOIST TO TOP PLATE, TOENAIL 8d 0 6"O.C. 152mm 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d 14. CONTINUOUS HEADER, TWO PEICES 16d ® 16"O.0 406mm ALONG EACH EDGE 15. CEILING JOIST TO PLATE, TOENAIL 3-8d 16. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d 17. CEILING JOISTS , LAPS OVER PARTITIONS, FACE NAIL 3-16d 18. CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-16d 19. RAFTER TO PLATE, TOENAIL 3-8d 20. 1" 25mm BRACE TO EACH STUD AND PLATE, FACE NAIL. 2-8d 21, 1"x8. 25mm x 203mm SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8d 22, WIDER THAN 1 "x8" 25mm x 203mm SHEATHING TO EACH BEARING, FACE NAIL 3-8d 23. BUILT-UP CORNER STUDS 16d 0 24"O.C, 610mm 24. BUILT-UP GIRDER AND BEAMS 20d 0 32"O.C.(813mm) AT TOP AND BOTTOM AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE 25. 2" 51mm PLANKS 2-16d AT EACH BEARING 26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD:2 SUBFLOOR AND WALL SHEATHING (TO FRAMING): 1/2" (12.7mm) AND LESS SO 19/32"-3/4" (15mm-19mm) Bd4 OR 60 %*-1" (22mm-25mm) ad3 11/8"-11/4" (29mm-32mm) 1OD4 OR 80 COMBINATION SUBFLOOR-UNDERLAYMENT (TO FRAMING)- 3/4" (19mm) AND LESS RH5 7/8"-1" (22mm-25mm) RH5 11/s"-11/4" (29mm-32mm) 1Od4 OR 8d5 27. PANEL SIDING (TO FRAMING):2 1/2" (12.7MM) OR LESS 6D6 5f" (16MM) 6D6 28. FIBERBOARD SHEATHING:? N0.11 GA 8 1/2" (12.7MM) sD4 NO.16 GA.B 25f32- (20MM) NO.11 GA.B 8D4 NO.16 GA.9 29. INTERIOR PANELING 1A" 4D10 (6.4MM) 3fg" (9.5MM) 6a1 # Job. No. Date Drawn by J.F. Checked by pp & J.R. FOUND. ROOF FRAMG PLAN sm 1 PIGHAPT-DESI 46 BLKG. W/ SIMP. "LUS" (E) DBL TOP Ir PLANNING HGR. @ EA. END _ _ _.____..___ ._ _ ._ _. _._.._ __._ � . _ __ _..._ ------- __ _.___..____ _. ___. _ _. _.____.__ __._ _._. _____._._.._ 14 %t'IU DOLLAR COURT (E) HEADER VERIFY _NEWPORT BEACH, CA. 4- 949-fi42-h891 ROOF RAFTERS, r PER PLAN __.. _ _.._.. ..... ......... ...... _.... _.._., i I (N) WOOD POST PER (N)16d NAILS @ 6"O.C. ; ® TYP @ PERIMETER PLAN OF WALL INFILL ; DOUBLE, (3 SIDES TOTAL) ROOF RAFTERS r m (E)2»4 STUDS ! � (NA)ESSIMP. "A35" BOTH (N) LTP4 BOTH FACES m @ 16 O.C. # ,, NEW S.O.G. PER PLAN (N)2x4 STUDS _ ? � CONCRETE STEPS @ 16 O.C. ; f __. N) 2x4 P.T. SILL ROOF SHTG., PER PLAN W/3_5/8"O A307 j a ., (E} SILL I STEEL THREADED RODS #3 NOSE BAR TYP. X�`'� No. S 4�078 SET 1N (E)� CONC W/ �� E STEM WALL �xn 9-3A.o� SIMP SET ADHESIVE PER ICBO#5279 O 10d COMMON NAILS (5" EMBED.) I _q�`4. OP N @ 6"O.C. @ 1 st a I RAFTER (E) TRIMMERS ' "�-� w (E) 2x4 P.T. SILL 10d COMMON NAILS Li ' @ 12"O.C. @ 2nd RAFTER (E) CONC. (E) FTG I 1 i'" Y* .. _ .,i i - i ° :i ��. r -j-) ---- ------- _ __..n_ (E) 2x STUD WALL SIMP. "H2.5" ANCHOR NEW BM PER PLAN { _ _.... ___.. _.__ sr. _.__...._.. PER PLAN @ 24" O,C. BOTH SIDES TaEOMIAN r-�. (E) S.O.G. SIMP. HGR, TO REMIAN F (E) CONC. FTG. a imp SCALE SCALE SECTION BEAM TO BEAM C`ONNL. 11e2n=1'-0" tj - O a— T- I G DETAIL 3 5N t Job. No. Date Drawn by J.R. Checked by J.R. TYPICAL. D ETAI LS SD1 RIGHART•DE51GN #s PLANNING 14 SAND DOLLAR COURT 11E:W"Tb4BEACH, 2 b$1 CA. STUD WALL STUD DEPTH THICKNESS EXTERIOR WALLS OR INTERIOR EXTERIOR WALLS OR INTERIOR BORED HOLE BEARING OR SHEAR WALLS BEARING OR SHEAR WALLS �-- „ 4x POST W/ PLYWD E.N. DIAMETER D FULL HEIGHT SIMPSON HDA HLDWN PER PLAN W% SIMP 'SET' ADHESIVE INSTALL 3x OR 2x P.T. PLATE W/ %" 0 A.B. PER ICBO #ER -5279 W/ 2" 5Q x�j " PLATE WASHER B.N. ALONG STUD MAX. BORED HOLE BLOCKING BTWN SIZE DIAMETER "D" FRAMING MEMBERS BEARING WALL BOUNDARY 3/4" 2x4 1 3/$" 2'_0" OVER BEARING BELOW NAILING TYP. WALLS MIN. 2x6 2 f/8" MI .� , .. . WHERE BLK'D Wj 12" M#N, EMBED. 6 �' BORED HOLE I ISHTG. 15 @ 24 O.C. W/ 7 MIN. EMBED DIAMETER "D" L - `= _ SPECIFIED E S1pN TT PROVIDE 3x4 Q I -1. • FLAT OR 2x4 131;; lDI.,�9 tc (E} S.O.G. E.N. (N) S.O.G. DAMAGE PER PLAN 1 /8" MlN, F � .I VERT BLKG ,� CAUTION NOT To D EDGE DIST. - -- - - - - - T AT ALL �0,r i E} REtNF.------� O INTERIOR NON -BEARING WALLS DO NOT INTERIOR NON -BEARING WALLS _ h - - -- i V- T PLYW?.,, A7Q STUD SIZE MAX. BORED HOLE DIAMETER "D" MAX. NOTCH DEPTH "N" 2x4 1 3/6, 1/8" 2x6 2 1/8" 1 3/e" .- - x STUD SIZE BORED HOLE MAX BOR H DIAMETER "D» NOTCH MAX NTH DEPTH "N» t CORNERS STUD SIZE MAX. BORED »HOLE DIAMETER D z z = - _ - _ _ 1 1= _ ( - - -EDGES,, SEE BELOW'" xp q o 0 2x4 2„ f 3/8" 2x4 2„ ar II = = „ NOTCH N 2x6 3 1/ " z ,m CS16 STRAP �- _ - _!"L T - -T _ _ - FRAMING MEMBERS OF c 2x6 3 1/4" 2 1/8" I Euj ll EA. SIDE _ WITH P W! » LYWD I F #4 SIMP, EPDXY ET22 NAILING ui W/ 6" MIN. EMBED INTO LJ ; {E) FTG. {c� 24" O.C. V PROVIDE PER 1CB0 #ER -5279 PLAN VIEW _ - �- - - BOUNDARY NAILING FULL LENFIELD VERIFY - e> ALLGFRAM FRAMING TH OF SHEAR WALL BELOW i MEMBERS PROVIDE BOUNDARY _ DESIGNATED NAILING AT FRAMING _ - AS MEMBERS OVER SHEAR STRUCTURAL SCALE SCALE SCALE DRAGS SEE WALLS PLANS HDA REPAIR @ EXTERIOR FTG..l"=l,-o,- 10 TYP STUD NOTCH & Buo"'RIN G"' 7 TYP. BORING OF TOP PLATES NOTES: 1. RUN LONG DIMENSIONS OF PLYWOOD ACROSS (PERPENDICULAR TO) JOISTS AND RAFTERS. POST, ROOF 5HT'G PER PLAN 2. STAGGER END JOINTS 2'-0" MIN AS SHOWN. PER PLAN SHEAR WALL END 3. BOUNDARY NAILING APPLIES TO PERIMETER PLATE LINES, CHORDS, TIES, SIMP. A35 0 24"O.C, 2x BLK'G W/3-8d NAIL 2-16d 2x4 FLAT 0 48" O.C. STRUTS, DRAGS, AND AS CALLED FOR ON THE DRAWINGS. 4. SEE PLANS FOR NAILING. HOEDOWN 0 THIS SIDE 0 24 " O.C. FLOOR JOIST OR 5, NAILS SHALL HAVE A MIN. 3/8" EDGE DISTANCE �c SHALL BE COMMON, HOEDOWN, ROOF RAFTERS WHERE OCCUR PER PLAN BOTT. CHORD OF 6. ALL JOISTS AND RAFTERS SHALL BE LAID OUT IN A 4'-0" MODULE TO PER PLAN PER PLAN B.N. TRUSS COINCIDE WITH PLYWOOD PATTERN, E.N. E.N. 2-16d EA. END OTHERWISE 7, USE TONGUE AND GROOVE PLYWOOD, AT FLOORS, UNLESS NOTED �c d: DlA. OF STUD BOLT 8, SEE DETAIL 'B' FOR FRAMING WHERE PLYWOOD JOINTS ARE OFFSET DUE �. 1 /2" CL . 1 /2" CLR 2x GWB NAILER TO RAFTERS OR JOISTS LAP SPLICES. E.N. 7E.N. 3x4 FLAT OR 2x4 VERT. BLKS. tP.T. SILL RATE, PER �-' --- i ---- S.W.S. Z2x FACIA W/ 2-16d 0 24" PARALLEL TO INTERIOR AFTERS OR 2x4 BLKG. Wj �i INTO 2x BLKG 16d AT 12' O.C. uj G j RAFTERS OR JOIST G ; i 2xBLKG ON BOTH SIDES '*` --E.N. BEYOND AT LAP TO JOIST t i i OF WALL ONLY @ 24" O.C, SPLICE r _a D0 DETAIL DETAIL k DBE TOP PLATE FLOOR JST OR BOTT..,. SIMPSON DTC 1 /2" CLR. CHORD OF TRUSS (E) CONC. FTG., - ; i c�`'i HDR PER PLAN CAD EACH TRUSS � � PER PLAN i i - WHERE OCCURS OR JOIST, """'"' N s NORMAL TO INTERIOR a t 2x STUD WALL PER PLAN u '> WHERE OCCURS M. �m LL. z SCALE SCALE SCALE SCALE 1 1/2"-1'- ,>SECTION1 1/2"-1'..-0" TYP.NON—BEARINGALL 1 „-1'-0" TYP. PLYWD. % HEA►THING 1 „=1,—o', Z 0 `� DBE. HC�LDC� N @CORNER 1 �, �-- Nz (16) 16d AT TOP PLATE FULL HEIGHT 2x STUDS SPANNING BTWN. ATTACHED HORIZ. ROOF, FLOOR OR SPLICE USE 18-16d AT 4'-0" MIN. LAP wrr/ N W <_ CEILING. USE 2x4 STUDS AT 16" O.C. WITH A MAX. HEIGHT OF 10'-0>,. USE 2x6 °` ALL EXTERIOR WALL OR E.N. 4X POST STUDS AT 16" O.C. WITH A MAX. HEIGHT OF 15'-0" 2x6 STUDS @ 12" O.C. WITH A SHEAR WALL TOP PLATE WHERE SPLICES SEE PLANS IF STRAP #, OCCURS E.N. MAX. NIGHT OF 20'-O' DOUBLE TOP PLATE IS REQUIRED IN LIEU OF NAILING "`���►►► 2x TYP, SPLICE PER TYP. TOP 16d AT 16" O.C: SPLICE DETAIL AT EACH SIDE OF LAP SPLICE 15" END LENGTH 2--16d END NAILS 2-16d TOE W/ 14-8d NAILS 16d E.N. DBE 2x E.N - FOR EVERY 3" OF NAILS 6 O.C. CS 16 STRAP AT � 16d @ HDR DEPTH 2x TYP, 6" O.C. SPLICE WHERE 4'--0" LAP DOES NOT OCCUR 2-16d TOE NAILS STUD OR MULLION BLW PLATE SPLICES, TYP HEADER, SEE a SCHEDULE U.N. TYP. TOP PLATESPLICE 2x (U.N. ON SW SCHED.) PER PLAN UPPER 2x TOP OF 2x TYP. 16 0 FLAT 4" NOMINALY 2x STUDS � Q PERPENDICULAR DO NOT CUT d DEEPER THAN 2x STUDS WALL DBL TOP F W RE 6„ O.C. 2x BLKG. AT DRILLING O.C. AT 12 I,� " WHERE LINE OR 10'-0" O.C. TRIMMER PER OCCURS SCHEDULE U.N.o, O MAX, VERT. SPACING PLAN USE (2) 2x'S 15" END 2X FOR SAWN 4x'S & SIDE F EXTERIOR <!> NOTE: LENGTH SIDE OF WALL OR E.N, 6x'S 10" &DEEPER DO NOT OVERLAP W/ 14--8d NAILS E.N. KING STUD PER "EARS" AT EXTERIOR FRAMING > SHEAR WALL 2X W/16d 16d & ALL GLB, LVL, �c AT 6' OC 6" O.C. SCHEDULE U.N. ON PSL HEADERS. & SHEARWALLS SEE 2x STUD W %O,/ PLAN BELOW ALIGN STUD 16d 0 12" O.C. HEADER SPAN BELOW SPLICE FULL HGHT, 2x P.F.C. PLATE F. T. ; D. F. L. AT FIRST FLF„ ALTERNATE SPLICE AT PERP. WALL "EAR" ALTERNATE PERP. WALL "EAR" NOTE: HEADERS To BE DF#1. iA SCALE SCALE SCALE 1TYP TOP PLATESPLICE1„�1,_0„ WALL INTERSECTION1„_1'-0„6 TYPICAL WALLFRAMING „�1,�a„3 Job. No, Date Drawn by J.R. Checked by J.R. FRAMING DETAILS SD2