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HomeMy WebLinkAboutCDP 16-08; HOENIG RESIDENCE; Planning CommissionSource Control BMPs SC-1 Prevent illicit discharges into the Municipal Separate Storm Sewer Sys- tem: Non-storm water discharges to be channeled into landsi:;aping for infiltra- tion. SC-2 Identify the storm drain system using stenciling or signage: Stenciling shall be provided for all storm water conveyance system inlets and catch basins within the project area. SC-3 Protect outdoor material storage areas from rainfall, run-on, runoff, and wind dispersal: Materials with the potential to contaminate storm water shall be placed in an impervious enclosure. SC-4 Protect materials stored in outdoor work areas from rainfall, run-on, runoff, and wind dispersal: Locate the work area away from storm drains or catch basins. SC-5 Protect trash storage areas from rainfall, run-on, runoff, and wind disper- sal: Provide roofs, awnings, or attached lids on all trash containers to minimize direct precipitation and prevent rainfall from entering containers. SC-6 Miscellaneous additional BMPs determined to be necessary by the City Engineer to minimize pollutant generation at project site: not applicable. Site Design BMPs CITY OF CARLSBAD REQUIREMENTS · I . . ALL NEW RESIDENTIAL BUILDINGS. INCLUDING A!)DITl~NS, . REQUIRE A SOILS REPOR,:, AN UPDATE LE I· I ER IS REQUIR~D IF. ~HE REPORT IS MORE THAtf.f YEAR OLD. IF A RO,Of1 · 16.DDITION IS LESS THA_N 500 SQ. Ff .. IN AREA AND ONLY ONE STORY. THAN A SOlLS REPORT IS I'm REQUIRED. tHE . · · MAXIMUM ALLOWABLE SOIL 6EARINS VALUE USED IN ANY -DESIGN MUST BE 1000 PSF FOR THI9 EXCEPTION. IF USING MORE THAN 1000 PSF THEN IT MUST 6E D~SIGN~D. i . i . . CARLS6AD FIRE DEPARTMENT NOTES: 1. SEPARATE PLAr,IS FOR ALL FiXED OR MOBILE FIRE PROTECTION EQUIPMENT AND ALL FIRE ALARM SYSTEMS SHALL BE SUBMITTED TO THE FIRE MARSHALL FOR APPROVAL PRIOR TO INSTALLATION. ' SD-1 Maintain natural drainage and hydrologic features: Use of permeable ma- terial on all hardscape areas except where mandated otherwise by CBC. SD-2 Conserve natural areas, soils, and vegetation: Planting native species where appropriate. 2. ! • ' I • • ALL FIRE SPRINKLER WORK SHALL6E DONE IN ACCORDAN~E WITH THE :2015 EDITION OF iHE CALIFORNIA RESIDENTIAL CODE (CRC): · ADOPTEJ'ixPODES . I ·. SD-3 Minimize impervious area: Use of permeable material on all hardscape areas except where mandated otherwise by CBC. SD-4 Minimize soil compaction: Restricted use of secondary structures on site. SD-5 Impervious area dispersion: All impervious areas will be surrounded by open areas to absorb rainfall. /AUTOMATIC FIRE SPRINKLER SY5TEM5 AND SHALL 6E DESIGNED AND ]INSTALLED IN ACCORDANCE WITH SECTION R313.5 OR NFPA 15D._ IA!..L FIRE ALARMS (WHEN REQUIRE[)) SHALL.SE INST~LLED·!N . ~OMPLIANCE W(TH CODES Na-FOLLOWS. C6C SEC. 907.2.2. . } .. 1. THE AP~UICABLE CODE FOR THIS PROJECT IS THE.2013 . EDITION}(Jf THE CALIFORNIA CODE OF REGULATIONS (CCR); TITLE 24'.(fALIFORNIA BUllDING STANDARDS CODE). SD-6 Runoff collection: Dispersion is over areas with soil types capable of sup- porting or being amended to support vegetation. SD-7 Landscaping with native/drought tolerant species: Landscaping to be done with native or drought-tolerant species of plants. Additional Comments 5. . 1ENERGY NOTE: ' .... ~COMPLIANCE WITH THE DOCUMENTATION Landscaping area to be less than 500 s.f. Building height (grade to roof peak) to be 25 ft. All additional hardscape areas will be permeable, except for curbs, driveways, and sidewalks. J{EQUIREMENT6 OF THE 2013 ENERGY EFFICE.t,JCY STANDARDS 15 NECESSARY FOR THIS PROJECT. REGISTERED, SIGNED. AND DATED COPIES OF .. Grading quantities will all be excavation and will be less than 56 cubic yards. All excavated material will be exported. THE APPROPRIATE CF1R, CF2R, AND CF3R FO~MS No tree currently exists at the northeast corner of the property. !SHALL BE·MADE AVAILABLE AT NECESSARY . 1NTERVAL5 FOR BUILDING INSPECTOR RF.VIEW •. iFINAL COMPLETED FORMS WILL 6E AVAILABLE . -~-. · ~OR THE BUILDING OWNER." 5TDRM WATER QUALITYNOT£5 (CON5TRUCTION 6MP'5) . I . -n:,s PROJECT" SHALL COMPLY WITH ALL REQUIREMENTS OF THE CALIFORNIA REGIONAL WATER au;...i;rrY CONTROL OOARD. 5AM DIEGO REGION:' . . • • . .. Ki:;t' MINIMUM REGlUIREfvlENTS MOTEO 6!:l.OW. ' . t ~UFFICIENT BMP'S MUST BE INSTALLED TO PREVENT SILT. MUD OR OTHER CONSTRUCTION DEBRIS . ~ROM BEING TRACTEO INTO ADJACENT.STREETS OR OTHE~ STORM WATER CONVEYANCE . · SYSTEMS DUE TO CONSTRUCTION VEHICLES OR OTHER ACl1VITIES. THE CONTMCTOR Sf!'°\LL 6E l:esPONS16LE FOR CLEANING l')NYSUCH DE6~S THAT MAY BE IN THE STREET -"TTHE END OF EACH WOR!r.DAY ORAFTERA STORM EVENT-THAT CAUSES BREACHING OF THE INSTALLED . . CONSTRUCTION 6MP'5. ,,; I . -. 2-l,,_LL STOCIU'ILES OF UN•COMPACTED SOIL ANO/OR BUILDING MATE_RlALS THAT ARE INTENDED TO '.BE LEFT UNPROTECTED TO A PERIOD GREATER THAN SEVEN (7) CALENDER DAYS ARE TQ 6E .. 'PROVIDED WITH EROSION AND SEDIMENT CONTROLS. SUCf-!.?OIL MUST BE PROT-ECTED EACH·DAY WHEN THE PROBABILITY OF RAIN 15 401. OR GREATER. ·• . . ! • l - . . • • • . .•. 5. iA CONCRETE 'WASHOUl" SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE :CONSTRUCTION OF ANY CONCRETE IMPIWVEMENTS THAT ARE TO 6E POURED IN PLACE ON THE SITE. ' ' 4. iALL EROSION/SEDIMENT CONTROL DEVICES SHALL 6E MAINT/'IINED IN WORKING ORDER AT ALL . - • > . /nMES. ~ 5. iALL SLO~ THAT ARE ~REATED OR DJSJ.UROED rlf CONSTRUCTION ACTMTY.MUST BE PR01ECTED AGAINSTEROSIONIIND SEDIMENT TRANSPORT AT ALL TIMES. l . i • 6. fTHE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST 6~ PR01ECTED. '.AGAINST ANY POTENTIAL RELEASE OF, POLLUTANTS INTOTliE ENVIIWMENT. .,. I ; . ' ..i hl 7! 4. ~' 2.:, I I 3C' - I 71 ' I ,,~ " . .., --,._ • .. -l . 2. PRESC~ff:f:]l~E WOOD CONVENTIONAL LIGHT~FRAME CONSTRl:fTION IS PROPOSED AND SHALL COMPLY .WITH THE 2013 CRG 1{¢~LIFORNIA RESIDENTIAL CODE}. ' i . ~bes1i DATA - I . l . t •.. SE1SMl¢·;~S1GN qATEGQRY (SOC) IS "Df' (2013 C~C). EQUIV~trr BASIC WIND SPEED= &!f MPH FOR CATEGORY 11 BUILDlfi[CllS; EXPOSURE B. . ' 1" -, i .. · · -.1, :~ · (li)C.11~ . . !,LVF=f '+/IEW Lr-! sfr«*) '· '-!." •· c.:f~~j~;{A-:~1·] -~~~~11tr·~----: . ·-.• 511ENOTES . 1. FINISH GRADING SHALL ~i~gfij~1~ WATER DRAINAGE AWAY FROM TH_E 6UILD1NG AT A SLOPE OF 5Z FOR 10 l'EEfJ,;jf" . : OUS·SURFACES WlTiilN 10 FEET OF lflE 6ulLDIN.~ .... ... FOUNDAT!ONSl:IALJ.6(~Ld , .l!iJMUtv,[Of.2~ AWAYfROM THE 6UILQING,. . .. ' /[;;:£:JjiJ·: . ~-: '-·· 2 THE CITIE'S ''MINIMUM CdNSi&\i~Q~Pl!CiFICATIONS;' ARE TO 6E MADE A PART OF THE _ • APPROVED PLANS. : ·'t!icNf:v.,<..· . . . . . -.... ---~----------------·-------···- 1: _j~ltE.DATA: --··-·---··-··------·· . _ ·-·-······ __ ··-· ·-·-· ... ___ . -· .A-PN: 206-120·39-00 iZONING: RD-M RESIDENTIAL DENSITY-MULTIPLE ADDRESS: 1075 CHINQUAPIN AV. UNIT"C" · 1~ FLOOR = 1024 6.F. :2na FLOOR = 794 6.F. <TOTAL LIVING = 1658 6.F. PPEN DECK = 126 ·6.F; !(;OVERED DECK= 1.55 6.F. ;GARAGE = 441 6.F. :f"OTAL UNDER ROOF= 1465 6.F. ' : ' !EXl6TING UNIT "A" AND "&" )•t FLOOR = 832 6.F. ' ; ,GRAND TOTAL UNDER ROOF = 2297 S.F !LOT AREA= 15603 6.F. 1COVERAGE = 2297/15803 = 14.5% l 1 /OWNER'S: . DESIGNER: DR.ALAN & JOSEFA HOENIG tfEL. 760-689-2526 CAROTHERS DRAFTING iEL. 760-221-9803 'BUILDER: 6ETH HOENIG GENERAL CONTRACTOR 1"EL. 760-518.;9668 . !' !PARKING REQUIREMENTS i !2 COVERED AT NEW RESIDENCE \1 EXISTING COVERED AT DUPLEX= 5 COVERED j1 TANDEM AT EACH GARAGE = 6. TOTAL PARKING ... ! . I . -. SPECIAL IN6PEC110N REQUIREMENTS EPOX)'ANCHORE-0HALL HAVE SPECIAL IN5PECTION PROVIDED FOR ANCHORS INSTALLED IN HARDENED CONCRETE. TA6LE 17CJ1-.4· (C6C CHAF1Elt17 AND SECTION 107.2) """"""' V-6 CONSii(i.JCTION (SPRINKI:ERED) tTYPE R5 AND U OCCUPANCY FINAJ INSPECTION NOTE . y FINAL INSPECTION WILL NOT BE APPROVED UNTIL THE. INSPECTOR SEES THAT THE REQUIRED SMOKE DETECTORS AND CARBON · MONOXIDE ALARM(S) ARE INSTALLED WHERE REQUIRED, OR NOTE THAT r PROCEDURE 1-6 .SMOKE AND CARBON MONOXIDE ALARMS 2013 ctBC AND CRC "AFFIDAVIT FORM WILL BE USED, A COPY OF WHICfi IS A1TACHED. · · CIT¥ OF CARLSBAD PLANNING COMMISSION l I . ' I case Name:j·jr~dAjjUz!@.J~~ CsseNo.: CDP lh -oo ' Oate: 00/ 6/ /If "\ · fj It Exhllli! No.; A -,:::S . ~l<tla-1 C!'rfl!S . . I() 8 gi~ el ~ %,.., . ~ ig E ·I.!) 81 :e -~ ~,~i1 w ...... . :::e !() " ~ IQ :::e ~ -.s . % 8 ;; Oo 0 -" ~ ~ ~ ~ §,· Wl!!:c!2"i ,i!:·· i § -~ 6.. 0 s·w .., DZ ·aw< c.-l:::e <zi:i:: •· .. ·.U .<. I\. ·W' . . . . . . . : ~--Ill 0 © (.t) r-=-0) (..) • • Ill .<( L5 DL -\-0 z ~ ·o -. . (..) .,..J . LU --1 Q I- <( t() ~ . OL 0) o· ti C\I .W ©~ z ·< . w Ou . '~ z . .o U< ~ -~ -I {J') -_. z !l.! , w < 0 U· ~ J: tO 0) J: --~ t:i. ~ (.I) 0 •IL 1 BUILDING A66REVIATION$ ON PLAN FLOOR DRAIN FINISH FLOOR STEEL A6 A6V NC AFF AL ANNO . ANCHOR 60LT A60VE AIR. CONDITIONING ABOVE FINISH FLOOR ALUMINUM ANNODIZED FD Ff FFR FJ FN FR Fr. FTG Fl{ •• GL6 GI FACE FRAME . TRPL STAINLESS STEEL OR SERVICE SINK TRIPLE FLOOR JOIST rs TRIMMER-STUD FACE NAIL OR FIELD NAIL TEMP TEMPERED FRAME TN .TOENAIL • SOARD FOOTORFEE.T TOB TOP OF 6J:AM TOP OF WALL URINAL 6D 6JDEf FOOTING · TOW fllD 6WP flL flM 6N 6RZ. CL CLG CJ !:!RACED WALL PANEL BELOW 6EAM SOUNDARY"NAIL 6RONZE CENTERLINE CEILING , , GL FIXED GLU·LAM 6EAM GALVANIZED · GLASS GYPSUM 60ARD HEADER HEIGTH INrERIOR JANITOR SINK UR WI we WD WH • WP 'WWM X WITH WATER CLO~ WPOD WATER'HEATER WATER·PROOF WELDED WIRE MESH BYORTIMES I . Cf . COL CMU CONC D6L' CEIL1NG .JO!Sf COL~RTIE COLUMN CONCRETE MASONRY UNIT . ?6 'HDR HGTH INT JS· • KS LAV LT MTL (NJ NG 'OC • OH · PL PRfR REFR (R) • (R·R) KING STUD OR KITCHEN SINK LAVATOR.Y . !;16LR DF DH . DR -• DS • .• DW 'EL . LIGHT MErAL NEW • NATURAL GROUND ON CENTER , OVERHEAD PLATE PRESSURE TREATED REFRIGERATOR REMOVE (E) . EXT EN FAU FG . CONCRETE DOUBLE pOU6LER DOUGLAS FIR DOU6LEHUNG DOOR DOWNSPOUf DISHWASHER ELEVATION EXISTll:IG ,EXfERIOR. • · EDGE NAIL • FORCED AIR UNIT. · FINISHGMDE ··iw' . RDWD · REMOl/t AND REPLACE ROOF .DRAIN. REDWOOD .. s SH SW SD SINK , SINGLE HUNG. SLIDING WINDOW SLIDiNG DOO'R DESIGN CRITERIA 1. FOOTINGS DESIGNED FOR 1000 LBS. PER SQ. FT., A 12" FROST DEPTH. 2. 3. 4. 5. '6. 7. 8. 9. ' ' 10. 11. ALL FLOORS DESIGNED FOR 40 LBS. PER SQ. FT. (LL +DL} AT LIVING AREAS AND 30 LBS. PER SQ. FT. (LL +DL} AT SLEEPING AREAS. ROOF LOADS DESIGNED FOR30 LBS. PER SQ. FT. (LL+DL) UNLESS OTHERWISE NOTED. ALL EXTERIOR WALL~ TO BE 2X4 STUDS AT 16" O.C. U.O.N. ALL INTERIOR WALLS TO BE 2X4 STUDS AT 16" O.C. U.O.t,j. ALL PLUMBING WALLS TO BE 2X6 STUDS AT 16" O.C. ALL JOISTS, RAFTERS AND BEAMS TO BE DOUGLAS FIR LARCH NO. 2 OR BETTER, UNLESS OTHERWISE NOTED. ALL OTHER LUMBER TO BE DOUGLAS FIR LARCH CONSTRUCTION GRADE OR BETTER, U.O.N. ALL INTERIOR FINISHES TO BE%" MIN. DRYWALL AND NAILED WITH 5d COOLER NAILS AT 7" O.C. ON EDGES AND BOUNDARIES AND 12" O.C. IN THE FIELD. UNLESS OTHERWISE NOTED. ALL EXTERIOR WALLS TO BE SOLID SHEATHED WITH MIN. 3/8" STRUCT. fl PLYWOOD ABOVE AND BELOW ALL OPENINGS, ALSO GABLE END WALLS AND NAILED WITH #8d AT 6" OC EN AND 12" QC FN, U.O.N. . ALL EXTERIOR WALLS WITH WOOD SHEATHING SHALL HAVE 2 LAYERS OVER OF WATER-RESISTI_VE BARRIER. . MECHANICAL.NOTES: 1. • 'MECHANICAL SY61EM IS EXISTING AND-WILL NOf.6E ALTERED OTHER 11-IAN REWCATION OF oucrWORK. 2. MECHANICAL VENTILATION WILL BE PROVIDED CAPABLE OF SUPPL YJNG THE MINIMUM RAiE OF OUTSIDE AIR REQUIRED f'ER MINUTE PER OCCUPANT AS SHOWN IN TAB"E 4-1 OF 'THE UMC. (20 CFM PER PERSON-PEOPLE OUTDOOR RATE) (AREA . 01:JTDOORRATE =0,12CFM PER.SQ. Fr.). :3. MECHANICAL EXHAUST VENTILATION WILL 6E PROVIDED AS SHOWN IN TA6LE 4-4-0f 11-lE UMC.-(0.60 eFM PER.SQ. Fr.). 4. EXISTING TOILET ROOM EXHAUST VENTILATION RATE MEETS . TAeLE4-4UMC. (50•70CFM); • / , 8UILP/NG NOtlS6 1. GLAZIRG ~r:~li.£i.!EN1'5 fCf:.fill2AWOU5-L0CATIOlf: '-GLAZTNGlN ODORS: S!fAtl Bl! TEMP!!te:D GLASS OftEQUAt. tt6C 240e.SJ.U]. a. GU.ZINGltfffiED O!tOP-~LE f'AAEL.5 ADJACENT TOA ooog, WHEREllEN~'WGEOfnlE Gu.zJNG 15 wmil~ A 24'" JJ!.C OFEITH~ VERTlCM. EDGE ClF THE ODOR IU .~ Ct0$ED rcsmoH' AMI) WiiERE THE BOTTOM EDGE OF lHE GU,2JR515 LES5 TKm 6(J' heDVE 1Ht IVAllaNG Si:t?Yree SHAU. DE TEMf"'~ GU.SSOR EQW,J,., (Gne 2~.t•UJ. • C. ULAmW lH DOORS ANO, E:HCl.05tm£5 fCI! 6.hnm.lt'IS ANO SHO'Ne$ WILi ae T!Ml'EfED GV.SS OREQUIJ... (CBC 2406.3J•ll). t D. GLA21HG ('MNDOWS) IN ANY rDRnDN CIF THE flUlLDIM'G W..\Lt EJlCL05mG iiETUBJ5WNER COMPAR1MENrS'MiERETHE5DiTO!.t EXF05ED ESGE OF THE GLAZING f5t.ES5 THAN 6a" J\OOVE A 5TANOING5URr.r\CE J.ff P D~ MEI' 5KALL 6E1EMr~ GLA65 Cl~ EWAL [C8C Z4063.1-11J. 2. eu!lGm'G CA'VlllE5,SUPtDfJ' l'lATfOJWS-fOR AIR fflJ.fDLERS, liND f.LENUMS DfFINWCOHS'rnUCTEOwmtMh~Dnts:1HAN5EALED·SHEErMS'AL. oucr JWn0 CR FI.EXW.Z.E SHALL NOT 13E USED FD1 CONVEYING CDHDJJlOtm AIR. Dlm.omGCAvm5 ANPSUProR:I' Ftli.TFORMS MAY CONTAIN DUCTS. PUCJ5 IHSTALLED rn CAvmES MP SUPFO~T Pl.ATFOJWS 5JW.t. NOT 6E COMPRESSED TO CM.1$E li:PuatOMS IH 1HE C:m55-5EcnDIML AAE't, Of THE D!JCT5. [CEC150(mp;. ' :3. GENWl.R:muJ~EHi'5 FOR U5Ulcl{Th\L ElECmCA1.5Y5TEMS; A RECOOChL CECEM'/.Ct.5 WfflE ADOmONIAREAOf RfMODELCOMf't.YWffiSPAaHGl::Em11REMe.lT5 a? NEC 210-52(A}(I) "SUCH lHAT ~D f'D!Nf MEi\SU&ED ALOHG nt~ WALL 91AU. BE ldORE1HAN e Fi f'~M A RECEPr'ACt.E", ("1"PUES TO M.L WA!.I.S~GUM::DiWt.SliND RXEO GASS rNIEtS 1Hi\T ARE MO~ THA!l 24.WIDTHTLEN'GTH.) a. Nfl'Wffa:EWALlS /IRE REMOVED', J:ElCIClt.nl' Oi!ADDED, lHSW..Ut• A.IOUN'TED RECE:f'TACLES WITHIN 6 FT OF 1HE AL'TfAA110N {AS MLL AS n£ NEWWOR~) MUST ne. SHovm 10 COMPLY MTH 21(),52, 1) ~lli'.:ED F~ ALL WALL fOl:nON5 2411-lCHES IN 'MOTH (OR MCIEI~ 2). m2UJRED WITHIK 6-FEET OF ooomv.s.YS (NlD otHa: ~aRE.AW" IN THE WALL). ltt .3) fl.Ea.WRED AT tZ Ft OH CEflTER Tii!WUGHOUTIBE ROOM. c. ELEC'OOCA?. c1gcurr5 5EJMRG THE ELECTRICAL ounm rn ALL R:OOMS $~CH J,s 6EDRMS. LMUG, FIIMILY. OIM!-ZG-AN'D DENS SHAtt. BE:noTECTI:D BY ... ""'•F/IULT actl'tT•tnmOO!PTEJ:" (Are) CJJ:ClJJT OR~~ f'ER NEC 210-1:?. D. MINIMUM DFlWO 2o-AMI' CJRCUn'& (HAVIUG NO OTHE~ Ofnt.ET5) 5H,l,!,L i3E nQYICIED' FOR SMALL Al'f'LWrC:E ~currs 11-1 THE maiet-t ccoumllram AUD i1:mG£~nou:. [Nee 210-52(&)) E. AT LEAST ONE'(l) 20-AMP c.mcons (HAWJG NO OffieR OUit.ErSSHl\tL-OEPM'i!DED TO SUPPLY THE PAn«OOM lECEf'TM:LE ODnET{S). • [2DQS "'" 210.11(CJ(3)J {EXCEPJTOth WHEH THE 20 AMP ~,r 5UPl'Ue5 .. sJUGLE f1An1ROOM. ; CJliti.E:f:i'W:. on.rm EQUIPMENT(lfl'Q.UDIN'Gl.lGHtmG) MllllN THE SAME JJiTHtOOM 5HAU..6E AU.O/.'EO·TO OE 5UPPUED DYIBE 2D AMP C!ru:ttrr.] F. A 20AMPQrruT Hh\llNG uoonr~OUTtETS IS TO BE E'ROVIDEO FOR THE L,UNl>f:Y l10aWAAE'I,. (llEC 210J1(C](2)J G. • f'R:CMD! $MO~ D£1'EGTOJ$ JMSIDE: EI\CH 5Em:DOM-MO HAU AND CARBfN MDNOXlllE Pmc;rm:s ltf1l1EHAU..5EJMHG'THE BEDROOM. SEC. f!514'3J cm:. . H. ALI. lJ:CEPTAtl.ES lN DWEUJNG UNITS SHAU eE. LISTED" T11Mf'ER•RE515Tl!.ft !N N£J,S A5 5PEQAED !tl se:tnau 210.52 , ALL 12.5 VOLT. 1!5 NW 2D /IMP lECE?TACtE5 MID stuJL 5E U51W A$ 5110t. GREEN 5UII.DING 5fANDA1W5 1HECALIFOl:NIA 5UILDING STN<Dh!:05 COMMISSION (f!SC) HAS APOmt> 1HE =N6UIU)ING STANDARDS CODE WHICH BECAMo EFFECTIVE JANUARY 1, 20U Al-ID MU5l' 5E'eNroRCED 5YIBE LtlCAI. f!UllDING OFFIQAL, I. 2. a. s. 7, . s. 1JIE srre SH/ILL BE PLANNED AND DEVELOPED TO i;EEP 5UR{'ACE WATER.J/NAY f'IWM 6U!lDINGS. ~~~=~===i:JN!~;Z,; ... ~!~~:~~a:=.G:~~TiiAT ARE CURRENTLY ENFORCED l>YlH!i Cl!YENGINEE!t MUST 6E IMPLEMEU!e] PRIOR TO /NllAl INSPEGTION 6YlllE llUlLDIIIG DEPM1MENT. CGC 4.106.3. •• A MlN. OF 507.0F CONSll:t!CllON WASTE TO llE RECYCLED. i:GC 4A08J. lliE BUILDING IS.TO i'ROYIDE AN OPERATION MANUAl(CONTAIN!llG !NJ'ORNAllON FllRMAINTAINING Af'PIJANCES, ETC.) FOR 1HE O/INE!tA11JIE llME OF FINALIN5PECllON. C~ 4.410.1. DU/aNG CONSTRUCTION ENOS OF tlUCTOPENING5 ARE TO 5E SEALED, ANl1 MECHANICAi. EQUIP¥1aNT IS TO 6E COVE!tED, CGC4.504,1. • VDC5 MUST COMf'I.Yl'IITH 11-IE LIMITATIONS LISTED IN SECTION 4.504.5 FIX: ADHESIVES.PAINTS AND COAllNGS, C'ARl'"1' AND COMPD5ITTON WOOD PRODUCTS, CGC4.504-.2 BATHROOM FANS SHAlL 6E ENERGY STAAMTED, VENTiaD DIRECll.YTO Tio OUTSIDE AND CONTROLLED l>'M HIJM!DISTAT. CGC 4.506.1. IF PIWl'lllED, WHOLE HOUSE EXHAUST FANS SHALL HAVE !N5ULATED = OR LOUVER5 WHICH CLOSE WHEN 1HE FAIIIS OFF, n!E WIERS OR LOUVERS SHALL HAVE A MNIMUM R4.2 IN5ULATION. CGC 5.50'1.l. HEA11NG /IND AC 5HALI.Ell llE SIZE!> AND SELECTED 5Y ACCA MANUAL J (RASH~ HANDOOOK • OREGUIYA!.ENT. 1HEDUCf SIZING SHALL BE SIZED IN ACCO!:l)ANCE Wini !NE OF1JIEACCA METHODS LISTED Ill CGC SECTION 4.507.2. PRIOR TO FJNALAf'P!WVAL OF1JIE 6U/UmG 1JIE UCENSED CONTRAGTOR,ll<CHITECTOR ENGINEER IN RE5P0NS15LECHARGE OF1liEOY'cMLL CON5TRIJC110N MUST COMPLEE AND SIGN 1HE GREeN 6UILDING STANDARDS CERllFICATlON l'ORM AND GIVENTO 1llE6ULDlNG DEP/\113MENT OFFIC!hl. TO 5E fl!.ED M1H 11-IE N'FRO'{ED PL'INS. • -------··------~~--------------·-· ---·-----------------·· ---··------ GENERAL NOTES ENERGY MANDATORY REQUIREMENTS 1. 2. :3. 4. 5. 6. IN BAiHROOMS ALL FIXfURES MUST flE HIGH EFFICACY S1YLE OR BE CONTROLLED BY A VACANCY SENSOR. ALL OTHER AREAS REQUIRE ANY INSTALLED FIXTURES TO BE HlGH EFFICACY OR BE CONTROLLED BY A VACANr::f SENSOR. OUTDOOR LIGHTING FIXTURES 11iAT ARE ATrACHED TO 11-lE 6UILDING ARE REQUIRED TO BE HIGH EFFICACY OR CONTIWLLED 6Y A COMBINATION PHOTO:CONTROUMOTION SENSOR. BATHROOMS REQUIRE EXHAUST FANS (MIN. 50 CFM} TO BE DUCTED TO THE EXTERIOR. A MECHANICAL EXHAUST SYSTEM, SUPPLY SYSTEM. OR COMBINATION THEREOF SHALL BE INSTALLED FOR EACH DWELLING UNIT TO PWIIDE WHOLE-BUILD!NGVENTILATION Wl11i OUTDOOR AIR COMPLYING Wl1H ASHRAE STANDARD 622.-2007 AS ADOP'fED BY THE CALIFORNIA ENERGY COMMISSION." AN INTERMITIENTI.Y OR CONTINUOUSLY OPERATING MECHANICAL EXHAUST SYSTEM (WITH OUTDOOR AIR) SHALL BE INSTALLED IN EACH KITCHEN AND 6AlHROOM COMPLYING Wl1H ASHRAE STANDARD 62.2-2007 AS ADOPTED SY THE CALIFORNIA ENERGY COMMISSfON. INTERMITIENT LOCAL VENTILATION EXHAU51' AIRFLOW RATES SHALL BE 50 CFM IN BATHROOMS AND 100 CFM IN KITCHENS. CONTINUOUS LOCAL VENTILATION EXHAUSf AIRFLOW RATES SHALL BE 20 CFM !N 6ATHROOMS AND 5 ACH (AIR CHANGES/HOUR) IN KITCHENS BASED ON KITCHEN VOLUME." ENERGY NOTE: _··. :;:~~i,.;,{~tt~~~ff l<~., :• "COMPLIANCE WITH THE CiO,PU§IJ;lff1P$ffi~'HJ~ft/,~f5 OF THE 2015 ENERGY EFFICENCY · • -: . · _ _..,,,;,,,,;;;;s;,;;c,,s.;\r/: .. <.·:--.. . · STANDARDS IS NECES$ARri#itm ,,,, '"'':"1:t~r?, ·. ·. . REGISTERED, SIGNEDiAfliif~'ffi''.~',_ -~~i~ffififi~A1E CFiR, 'CF2R, AND CF3R Fl!RMS SHALL ~!tifi{ee,",41!.~0;;, ,,,;'.:~~Jk.Y:iNTI:RVALS FOR SUiLDING INSPECJ'OR·RE\i'tEWi-: 'c]./".;;,;,,r,b,;,';{' ·. ' : FINAL COMPLETED FOttMeiwiiiiiti!iVlileireiioi{,ffiE!l:tlJl~DING OWNER.. · · . '. • · ::.a~ ,, -.·; ,,..,..r,·:-~,.,1'.·c,,,,,.:..,;,;·;-~;:,,;:;: ··: ., -~ -.: ~ MISC. REQUIREMENTS 1. BUILDING CAVITIES, SUPPORT PLATFORMS FOR AIR HANDLERS, AND PLENUMS DEFINED CONSTRUCTED WITH MATERIAi.$ OTHER 1HAN SEALED SHEET MErAL, DUCT BOARD OR FLEXIBLE DUCT SHALL NOf BE USED FOR CONVEYING CONDITIONED AIR. BUILDING CAVITIES AND SUPPORT PLATFORMS MAY CONTAIN DUCTS. DUCTS INSTALLED IN CAVITIES AND SUPPORT PLA1FORMS SHALL NOT BE COMPRESSED TO CAUSE REDUCTIO~S IN 11-lE CROS5- 5ECflONAL AREA OF1HE DUCTS. [CEC 1EO(m)1) PLUMBING REQUIREMENTS 1. 2. :3. 4. SHOWERS AND TUB/SHOWER COMB1NA110N5 SHALL BE PROVIDED wrTH INDIVIDUAL CONTROL VALVES OF11iE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE 1YPE. [2015CPC 418.0J WATER CONSERVATION FEATURES: [2013 CPC SECT. 405 AND 408] A. B • C. D. WATER CLOSETS SHALL USE NO MORE THAN 1.28 GALLONS PER FLUSH (AVERAGE): BATHROOM LAVORATO~ FAUCETS SHALL NOT EXCEED A WATER FLOW RATE OF 1.5 GALLANS PER MINU1E; SHOWER HEADS SHALL NOT EXCEED A WATER FLOW RATE OF 2.0 GAL KITCHEN SINK FAUCETS SHALL NOT EXCEED A WATER Fla# RATE OF 1.8 GALLONS PER MINUTE. POTABLE WATER OUTLETS WITH HOSE ATTACHMENTS (OTHER THAN WATER HEATER DRAINS AND CLOTHES WASHER CONNECTIONS} SHALL BE PROTECTED BY A LISTED NON-REMOVABLE HOSE•Bl13 lYPE VACUUM 6REAKER, OR 6Y A LISTED ATMOSHPHERICVACUUM BREAKER INSTALLED AT LEAST 6 INCHES ABOVE THE HIGHEST POINT OF USAGE LOCATED ON 11-JE DISCHARGE SIDE OF THE LAST VALVE. [201:3 CPC 60:3.4.7] STRUCTURES SHALL NOT SE CONSTRUCTED OVER UNDERGROUND GAS PIPING (PROPOSED OR EXISTING} TO INCLUDE a.JCH STRUCTURES AS PATIO COVERS, DECKS, PORCHES AND STEPS, WHETHER COVERED OR UNCOVERED, BREEZEWAYS, CARPORTS, COVERED WALKS AND SIMILAR STRUCTURES [2015 CPC 1211.1.6] ADOPTED CODES (ADOPTED JAN. 1, 2014) CITY OF CARLSBAD, CALIFORNIA . · 2013 CALIFORNIA BUILDING STANDARDS AS FOLLOWS : THIS PROJECT SHALL COMPLY WITH THE 2013 CALIFORNIA RESIDENTIAL CODE, WHICH ADOPTS THE 2012 IRC, 2012 SECTION R106.2. INTERNATIONAL BUILDING CODE (2012 EDITION) UNIFORM PLUMBING CODE (2012 EDITION} UNIFORM MECHANICAL CODE (2012 EDITION) NATIONAL ELECTRICAL CODE (2011 EDITION) CA~IFORNIA ENERGY CODE (2011 EDITION) CALIFORNIA FIRE CODE (2013 EDITION) DESIGN DATA SEISMIC DESIGN CATEGORY IS "D" (2013 CRC). EQUIVALENT BASIC WIND SPEED = 85 MPH FOR ·CATEGORY II BUILDINGS; EXPOSURE B. RAIN FALL DESIGN VALUE = 3.3 INCHES PER HOUR CLIMATE ZONE: 7 ELECTRICAL NOTES aECTRJCAL REQUIREMENTS FOR KITCHENS: A MINIMUM OF lWO 20-AMP CIRCUITS { HAVING NO OTiiER OU11El'S) SHALL BE PROVIDED FOR SMALL APPLIANCE CIRCUITS IN THE KITCHEN (COUN'IERTOPS AND REFRIGERATION). (NEC 210-52(5)] ELECTRICAL REQUIREMENTS FOR 6AniROOMS: AT LEAST ONE (1) 20 AMP BRANCH CIRCUIT HAVING NO OTHER OUTLETS SHALL BE PROVIDED TO SUPPLY THE BATHROOM RECEPTACLE OUTI.E1'(S). [2008 NEC 210.11(3)] (EXCEPTION: WHEN THE 20 AMP CIRCUIT SUPPLIES A SINGLE 6A!HROOM, OUTI.ET6 FOR OTHER EQUIPMENT (INCLUDING UGH11NG) WllHIN THE SAME BATHROOM. SHALL BE ALLOWED TO SE SUPPLIED BY THE 20 AMP CURCUIT.J LGHTING REQUlru:MENTS . A ALL UGH11NG FIXTURES RECESSED INTO INSULATED CEILINGS SHALL 13E APPROVED FOR ZERO-CLEARANCE INSULATION COVER (IC) BY UNDERWRl1ER5 LABORATORIES (UL) OR OTHER TESTING/RATING LA60RATORIES RECOGNIZED BY THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (ICBO} AND SHALL SE CERTIFIED AND LABELED A5 AIRTIGHT {Al) TO LESS 11-IAl>I 2.0 CFM AT75 PASCALS. [CEC150 (K) 5,] 6 ALU ANY LOW EFFICACY (INCANDESCE~T) UGH11NG MUST AIJ'/AYS 13E SWlfCHEDSEPERATELY FROM HIGH EFFICACY (FLOUru:SCENl) UGHTING. C AT LEAST HALF THE INSTALLED WATTAGE OF LUMINARIES (EXCEPT LIGHTING INTERNAL TO CABINErS) IN KITCHENS SHALL 6E HfGH EFFICACY: LOW EFFICACY FIXTIJRES MUST6E SWITCHED SEPERATELY. LIGHTING INTERNAL m CABINETS SHALL USE NO MORE THAN '21JW OF POWER PER LINEAR FOOT OF ILLUMINATED CABINET. D LIGHTING FOR 6A1HROOMS. GARAGES. LAUNDRY ROOMS AND Ulll.fTY ROOMS· ALL_ LIGHTING MUST BE HIGH EFFICACY (FLOURESCENT) OR 5WITCHED WITH "MANUAL-ON OCCUPANCY"5EN50R" , DEVICES. (A "BATHROOM" 15 DEFINED (BYTHE CEC) A5 A ROOM CONTAINING ASHOWE!i!, 1U5, . TOILET' Qg A SINK THAT 15 _USED FOR PERSO~AL HYGIENE.] E HIGH·EFFICACY LUMINARIES OR MANUALLY.SWITCHED, LOW EFFICACY.LUMINARIES CONTROUED 6Y MOTION SENSOR AND PHOfOCONTROL. ASlRONOMICAL TIME CLOCK, OR ENERGY F ::::~~~:~i;~!:i::::s ~~~Jl~~R;:~i~ii:N~::i;~:::~y MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER 6UILDING5 ON THE SAME LOT SHALL BEH!GH EFFfCACY LUMINARIES. EXCEPTION# 1 -OUTDOOR LIGHTING CONTROLLED 6Y A MOTION SENSOR(S) WITH !NTRGAL PHOTOCONTROL DEVICES COMPLYING WITH CEC SECTION 119 (DJ. ii EXCEPTION# 2 -PERMANENTLY INSTALLED LIGHTING IN OR AROUND SWIMMING POOLS OR OTHER SIMILAR WATERFEA1URE6. G ANY EXISTING SMOKE ALARMS THAT ARE MORE THAN 10 YEARS OLD • WILL BE REPLACED SECTION R314.3.2. 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EXTERIOR 3 COAT STUCCO PER CRC SEC. R't03.,~i} ff--. . . : ~~~~~~~~iDP!~~ !7~;~~·~09F P~~~i·,i{ £_EA_fs __ E,L,E,_'lAI[Q~ __ { ..... ----.. ----------------------------------. ---------. --- CLASS A ASPHALT SHINGLE ROOFING OVER 1 ~·l.ii4.~t OF 15L6.FELT PER CRC CHAP. 9, R905.1 5. 6. 7. 8. 9. 10. 11, . 12. 13. 14, 15. 16. 17. 18, THRU R905.2.85 SEE ROOF PLAN. ,o:;c 2X FASCIA SEE DETAIL. 2X SARGE SEE DETAIL. · ,.• , c,, . -··-=-:-.-~- DUAL PANE WINDOWS PER ENERGY COMPLIANCE.fORMS. EXTERIOR DOORS PER OWNER SPECS. . .· ·• C'F/ EXPOSED WOOD SEAM SEE DETAIL, EXPOSED WOOD POST SEE DETAIL . /, )) 6X6 6RACE SEE DETAIL · , >. . 1X12 CEDAR SIDING OVE~ WEATHER~ResisTiVE~tifRiER PER CRC SEC. R703.2. 1X4CEDAR CORNER TRIM SEE DETAIL, .·.··· . / ,?_; 2X6 CEDAR WINDOW AND DOOR TRIM SEE DEfAtd /'. 2Xl2 CEDAR TRIM $EE DETAIL 2Xf0 CEDAR TRIM SEE DETAIL. 42" HIGH CEDAR GUARD RAIL SEE DETAIL., GI METAL FLASH WALL TO ROOF. -: -···--· ·.;• ··•·· .-·.'.· ··- ··:-·;·. ;, ,, .. .. . :_;,·.-~ ,.-..-:,· I ...... • _,· ··., :·.~· -··:.' ~ ,· -' --------··-- I • '· ---~--.. _.....f4l 1--::::::::::::_, ·.. ,£. ~ . t]. D [W ~ 1 ::/,1 -; 7.17 I -, I . --, -r I ; ' I I \ I = -' 2....--..., I • -~ • I . ~ • r . . -. -. _ fJ~Q_NT .. ELE.VATl.QN~: .TYP. '76AJ£;;J(411-c1L-oll_ .. • F<e!~a-.t !::,'re .. ;;, :~ -···· ' ~. -G) et ii5 . . z~ . infR E . . .· ...J 0 ~ !':I < ~ ~ . !°'~" Z 0,: IL _g f :g ~--g. ·~ J; t<) ' i""l:l · z8 = :o O Q I .R : ml:izije.; · Ill ::, < " " lJJ~ .... ~~-· <2e· 'i!: U) r= ' ! zz!S.<>-, -8 .., . 10 I!: ILi < • ,ni: o -e J; • "t'.) ~ ! iE UJ -i.c-1:;,f.,.i,;i,.i,\ii;·; "'""'"'"'•· . • . -. -LU --uw < _z· => -· LU:Z z aw nl ·-. :>,. C) U) < u. ~--~ --1 < (,!) Q.. u-.-< z :::) a -LU <3 < C) z tO :c -U)· (< :c -1 (.,) nl u. le < -UJ (.,) ~ C) lL -, ..-C) \-ca < ~ z a -<..) <w ·-' \-w <"< :c • (.,) \-nl 0 z a·-1 - 4 --··--· • •. ' I .:-i .] Ji_ j ' '. ' . ; . I . I . i ! ! ' ' i I ' 1 ! ; - -~·-· -_, . I : f .. . ... l-~EC_Tf_QN --~-c ____ _ ~- -' \f FF 1·.:t li:r-= ~ . - -. .. . . . ,at;Cl.LO~__::~A _ tr--(P, ~JELl/4111::l~oll . ----~---------- _: .·· ' ... -,;- J.ti'o'' --•. · . .O . ~I .. •J"' -~ _I r- W •. --. -------- ·-. ·--...... . -'() -' ~ ·····----r--····--· ..... -.... -.. ---- , 1· ------ I I ---------------+---l ·S I . l . I 1 241., F-~!Vil:< va,.lT -~ .J dJ F FF ' . t' ····-······--.----.•... ~ . - • ;~QQfJ?LA~_ l ______ ---------· _ ... ~,?.,fi,cELVt>!1= 1 ':-,-;?jl_ ..... --_ . -.,... _J \t --J \f FRA~lNG LEGEND [R) 1. 5/8H EXTERIOR PLYWOOD ROOF SHEATHING. I 2. !ROOF TRUSSES AT 24" OC I 3. ,R-30 INSULATION 4. ~-19 INSULATION ! . 5. :R·19 INSULATION ( 3112" FOAM INSULATION) 6. [D6L 2XTOP PLATE 7. 2X STUDS AT 16" OC ' 8. 2X PRESSURE TREATED Sill. ·s. fy!IN. 5/8 .. T & G PLYWOOD FLOOR SHEATHING 10. tJl FLOOR JOISTS SEE FRAMING PLAN 11. 2X FLOOR JOISTS RIP TO DRAIN SEE FRAMING PLAN 12. 2X FLOOR JOISfS SEE FRAMING PLAN I . 13. 2X ROOF RAFTERS SEE FRAMING PLAN 14. 2X CEILING JOI-STS SEE FRAMING PLAN ' . 15. ~ SOLE PLATE 16. 2)( SOLID BLOCKING • 17. 2)( OVERFRAMING SEE FRAMING PLAN • 18. 2X CRIPPU:S AT 16 .. OC 19. ~ FURRl~G AT 24" OC 20. WOOD HEADER SEE FRAMING PLAN 21. WOOD 6EAM SEE FRAMING PLAN 22. ~ LEDGER SEE FRAMING PLAN 23. 2X4JACKS AT 48 .. OC 24. toNCRETE SLAB ' 25. FINISH GRADE (EXISTING) .I . , ' . ' 26. WEATHER-PROOF DECKING OVER 5/8" PLYWOOD SHT'G · ...... --bEi{1cc ESR-1757. . , .( .. , .. -------·---------- F,eJl~a-.t PM"e ' . ' I~ . -d, ef -. z lCl -~ Ill ~ E <!)1t-~ 0 0 z R'l~_g Ii: ~-:i: -" ~ Ill :l: ~ -.; Cl~8a.,:i 01~ mfi~~~ "' ::, ~ w~:c!~ ~<ni::ll z z "-8 w w _, Ill C>z< c,-:l: :~~~~w· -...:.::, ·, ' ·~ co .. ~ IQ : . © . 0) (._) I co . < ... IO ~ .-. ~ 0 z te 0 ..... (._) _j l.!J _J 0 I-< t<) ~ . ~ ~a W 0~ z ©., .... w OG \:) z . . a U< (!) :::i ro -ti) z ·iiZ w < 0 ~ :c lB :c ~ X \-0 w ro tn 0 ll... ....... UJ Zu w < ::) --~ z ~ J..J LL! -ij)::i,.O ~ <( ~ z <(: , (.,') ii: u . .z s Q WC!f<C Oz tO J::r:~- <( t' ... ~ . u. . "-,J """ LL! LO <C N t-,. U o a u. ""')· ..... 0 \- ~. ·<C ~ z .. o t5 <Cw. ...l \-LL! <(· <( J: . u \-~ g ~ 5 . • ,_ ~-f,,ll~~ .?O~~e-__ _ -_r~le?Lv.fH f't.118> LAN, F1,. •-------- . ' j r-t I f1 1U _ J:---l I V-411 - . . .. , . . ,_ (FEPIPEJ l · ' 144 W:: --~ ~JJ.t-&----__;_..;.....;. ___________ , _26AS __ rlP..ING,.DIAGRAMt. Nr-57 F • ~JI wi-+ -._ ra:? o=i-f . I ' ' . ' . 0 -~ ~TBO ()t.-! .0(f9/1Nb ~[l,(!il-Jh ~fJ~,(~¥114 .. -·-··· ..... ! ~El::-~il-' ---~~J ~I F: . I I ~_j I 0La11 •• ?7 -'?IC! 1}.H:-l'W . ' ~~Q_WS, ----~ J;,f~ Gif<'..ND, --(/ _____________ . -. -·· .. J -, I >--~ ----_-_'--_,_. __ -_. . --~:_-_--. . .. . . . . .. , .-. ~ .· :· , ,' .,. .: -· . #2. > ~ ----------------------------------- ) ! ' I I ' ' I ' ! ! ; ' ! ! - \ --~ ._.........._ I - ' ' ,.----: -.. . .... . ' ' · SINGLE FAMILY DWELLING ELECTRICAL SERVICE LOAD CALCULATIO'N OPTIONAL METHOD .NEC 220-30 • As an allernatf .. methalf, the STANDARD ME'l'HOD, Jauml In ARTICl.B 220 af lM National Electric Cade, muy be used ·!. GENERALUq~GLOADS -" · , ; Dwelling~ sq.ft.xJ-VA= _,ss7.., VA S~applianceloads-220-16(a) ISOOVAx.l:_cm:uits= ~ VA Laundiyload-2:Z0--16(b) ISOOVA x-Lcin:uits= ,SW-}A ~l.f . General Lighting Total OU! VA ; '. . i ; • 2. COOKING EQUIPMENT LOADS· Nameplate Value Range VA= VA ,Cooktop VA= VA . ---· Ovcn(s) VA= VA Cooking Equipment Total VA - : 3. ELECTRIC fflR 220-18 (Nameplate, 5000 VA minimum) , Otyc:r 7 VA= _ ' · 4. FIXED APPLIANCE LOADS 230-30(b3) . Disliwasher = Disposal= Compactor= Water Heater= Hydromassagc Bathtub = _ . Microwave Oven= Built-in Vacuum= DryerTotal ,Sex:t:) VA I~ VA ~~~ -VA -VA !!XO VA -VA ----, -~ Fix~ Appliance Tola! VA ! S. OPTIONALSUBTOTAL (AddalloftMabovetoral~) Z-107<.fvA - 6. APPLYING DEMAND FACTORS. TABLE 220-30 . • alS b ··'( • ) { FIISt 10,000VAx 100%= Opuon u •0 ~ ftomline5 RcmainingilQJY VAx40%= 7. HEATINGORACLOAD· TABLE220-30 Larger of the Heating or AC Load= 8 .. OPTIONAL LOADS TOT AL (Add totals from lines 6 and 7) = ~--9. MINIMUMSERVICESIZE= 0p,;a~~.~Tob1 =· ....:..._ ..... . . ·F,6+.j /0 L,1 /.· . . @) l . .., /~vJP I (-------- ~F,4!-1 , L,''!"" '=FGi / WP /02-00VA "1.f./E,~VA . IOZ,& Ampere . .... -............. . -1------------t-t--. -- ------J---------1- ------------------------~ f:ls,/!;,I lN. ~ f .. - -__ <; -~ ~ ·• -~c-~ - i d> ~ iii . ~~ U) lR E I!)~ ;t -·& zj~~_g t w .. :~ t1i I§.( c.~8qi.R . cnl3~gji. "':::,,< g, W-~ _, ~"N '5 ~ ~~ ~ , 8 w-l!l .., 'Ill:: C. z < '< C. ! 0 :::;;· :u ~-it ti! r • • • - Ol'.-co o· .. (S) (S) \-0) u t co < ..... Ol'. ID ,..... \-0 z ~ 0 -u __j llJ .....1 0 I-< I,() cl:) Ol'. ~@ w O 0) z IS) • w o c5 -(.:) z . .o U< (,!) :I a:, -l.l) z iii Ul "< - 0 u cl:) :c LO 0) :c ~ ~ \-LU a:, en a 0... . ---... - ·6 ' ",,;, ----0 . (\ I •\ ---JJ) _. __ -N /0 . l(l = . . J .I --\) I FOdTING SCHEDULE 2500 PSI CONC. @> 1000 PSF SOIL BEARING VAL. ITEM NO. FOOTING SIZE REINFORCEMENT @ f6 .. WIDE X 18" DEEP 4 -#4 CONT. BARS 2 AT TOP, 2 AT BOITOM B f2" WIDE X 18 .. DEEP 4 -#4 CONT. BARS 2 AT TOP, 2 AT BOITOM C 56" SQ. X 18" DEEP 5-#4 BARS EQ. SP. EACH WAY D j24" SQ, X 18" DEEP .2-#4 BARS EQ. SP. EACH WAY E 12" WIDE X 18" DEEP 2-# 4 CONT. Bf.RS 1 AT TOP, 1 AT BOITOM F \2" W X 18" DP W/ 6" CURB 2-# 4 CONT. BARS 1 AT TOP, 1 AT BOITOM I , • -- - G 6" WIDE X fl' DEEP 1-# 4 BAR ( TURN DOWN ) . . ANCHORAGE NOTES: © ANCHOR BOLTS AT 2-STORY BUILDINGS SHALL BE 5/f?" DIA. SPACE!!) AT 48" O.C. WITH MINIMUM r EMBEDMENT SUPPLIED WITH 5"XB"X0.229 THICK METAL WASHER. · 2, ANCHOR BOLTS AT1-STORY BUILDINGS SHALL BE~" DIA. SPACED AT 72" O.C. WITH MINIMUM r EMBEDMENT SUPPLIED WITH 3"X3"X0.229 THICK . . METAL WASHER. · 3. HTT4 HOLDOWNS TO BE ANCHORED WITH 1-5/8" DIA. ANCHOR BOLT WITH MINIMUM r EMBEDMENT. : 4. Lrr20 HOLDOWN TO BE ANCHORED WITH 1-Va" DIA. ANCHOR BOLT WITH ;_ · .. ·M1N1MuM r EMBEDMENT. --· ; 5. l..\LL 54" BWP'S SHALL HAVE MINIMUM 2-5/8" DIA. ANCHOR BOLTS 1 AT EACH )=ND OF WALL • . . , ____ --· .;: . -·----~----------·-·---'--·•-.. ,-------· -------- 12 \_ 411 . i •·d.) ... -: • . , IJ.ll -'Q I -, ~ ' =. ~ -' .:-('I' · · e,t.--oll _ -i,;1-.otl · .J . I. , .... .,.,;; __ _EQ_UNDA1JON PLAN __ ---~ Lt:__;__~11;: 11.-0 u ; ----------- 17L...ht1 "2-1 '-a II - -\) . : _j _. -~ -- -· ---< ---····-1211-- . . ·:-:'{· ~'. : _ .. -_\1 - "' 1j i!:;0-~~~I '="""1.'---'I<-. ~>{" '4. .. :, : . .. . ''-.. ,:" . -= 'i) _I -. ..__ - 0 _, N ,. {'(\ lz!I -" ® -r.==-===~=r=====;!;, . . --- L ' -2 ~i = --tO q) . . ' II LI . -. Ii' - 1Q - ' .. . I P, .. = i -··o:) ~. = ~o ~--'-. -- ,[1:G,'I{ ' f -~ -() - --ll() -- -co - ! ' •• ' .. ~ Fa.l!JO, FVN. . ® ® ' -. ----@--4B·-- __________ _ _ _ .. 1YP. F001LbJ.G ___ l2_ETAJ.LS___ ______ _ _ ____ ____ _ ---N-'t?-- -------------,~- ~e./1~ !:¥-re - . i§ -in ' ~~ in~ E ~!lit!& z!O?c!8 ' f;: ' ffi 11.: -" ~ ..... ~ ~ :g ::E t<) ' Cl~8mz . GO , c z -"' -~ :::, < ~ " ·w ~ .... ~" gtO~~~ zz-D... 8 w .... 12 0 Qig~ ~ z; ~. - < ll..W ;;;-:;y;_ :, {.<: . .. .. UL ..... ~ © -© G) u • . cO < -IO . Ol ,... \-0 z ~ 0 -u --' -1 0 I:! < tf) ~ Ol g? 0 Ul O &l z (.0 • ' UJ ci t3 ~z-• Cl . u <( \!) :::i IQ -~ z O.! UJ <( 0 u J: ~ cr:, J: -~ \-UJ !!) U) l2 - . ' w UJ u <( z::) - 'UJ z z a UJ °' -::>-0 m < u.. w -°' z ....1 ~ ti: ~ z~a UJ ·C?f <( 0 z tn :c -m :t: ....1 ~ u °' lO <( UJ t-,. u NO u.. 0 ..... -:, \-0 ~ <( ~-za -< UJ u ....1 \-UJ <( <( ::c . u \-°' 0 z a ....1 - -7- ....., ... . . . -· .. ,NAILING SCHEDULE @ i ! ~-ROOF SHEATHING: 6/8" CDX SOLID PLYWOOD SHEATHING, STAGGERED AND NAILED WITH 8el SPACED AT 6" O.C. EDGE NAIL AND 12" O.C. FIELD NAIL I . 2. FLOOR SHEATHING: ' 5/8" STRUCTURAL II PLYWOOD SOLID SHEATHING, STAGGERED AND ' ~AILED WITH 10d SPACED AT 6" O.C. EDGE NAIL AND 10" O.C. FIELD NAIL ' . ; ; I • ~. EXTERIOR WALLS (U.N.O.) "(;18" CDX SOLID PLYWOOD SHEATHING A60VE AND 6ELOW ALL OPENINGS. )'\ND NAILED WITH 6d SPACED AT 6" O.C. EDGE NAIL AND 12." O.C. FIELD NAIL ' l . ~ ... ' 6AACED WALL PANEL TYPES (6WP) -zx MJ}RK SHEATHING · EN FN ;'K SILL OR SOI.E PLATE ATTACHMENT 8d 8d 3/8" STRUCT. PLYWOOD s·oc 3·oe 8d 8d 3/8" STRUCT. PLYWOOD 4"0e 12"0e 8d 8d 3/8" STRUCT. PLYWOOD 6"0e 12."0e 5d 5d !,l," GYPSUM f!iOARD roe roe 6d 6d ~-5/8" OYPSUM-60ARD 7"0C roe NOTES: A •. i SHEAR WALL LENGTHS NOTED ON PLAN • 1-5/8" DIA. A. 6. W/2-HD5 HOLD0WN5 OR.16d AT 4" O.C. 2-5/8" DIA A.6.'S WI 2STHD10HD'S OR. 16d AT 6" O.C. 2~5/8"DIA A,6.'S Mtli. OR 48" o.e. OR. 16d AT12" O.e. RAMSET FASTENERS AT 16" o.e. OR. 16d AT 12".0.e. RAMSET FASTENERS AT 16" O.e. OR 16d AT 12" O.e •. 6. : . ANCHOR 60LT5 TO 6E MIN 10" LONG AND EMBED MIN r INTO CONCRETE, PLACE MINIMUM 12" FROM SILL ENDS ( MIN 2 A6'S PER SILL PIECE). C. j PROVIDE FULL HEIGHT DOU6LE STUDS OR 4X POST AT END OF SHEAR WALL. --ll~/e, T.J 1 /210 I l i :: ,• 511~ ·:< . -~-"2. l( ~_rae...PL., . . __ p.lC4' !<AIL~ ~ll:i!77 ,· . '2.,l(_ft&~tA-- .. __ "-.. ~:~~~~_...;:.,__ ______ .......1 -~e.J_~,--" /'/ -• ~-r I '11ldv > ii-~-,~ • I I I ~I .., / _f~uo eu<!b-' ·---_ 12>< ~ 10P FL, . --~ ,<_ -f _"-IJJC2e:?.Et' ,J yll4::i .. .:pETAlL_..; :1!:"J . . ~fllr~ ....... ----. f I :_]_- · 4,.."' .• 4ll'Git b-:-&;t;~:::;:;-~_:1:-_ rtI'F-~ "~~ ... ~q tfl~:; . .... hi~· ~1,1-~ • --·. i;;.41 . ' .,../-___ \.~ ···-.•.... /--.·:~ --· ·· .... ' --'-···-·-·--·· . .-· HU41o eM TO e,M. _ UP.PER __ f __ LQOR _f R.AMJ NG..J?_LAl\J: -····· _ . _ ........ --_ ........ -·-... . -~~t-_{..,E_; 1/4 1!::: 1t..0J1 t,0\L\LER F LQ OJ~ ___ F R.A.M I NG l?_L_t\Ll ________ _ ~l..6_;_1/4~==tt...011,,. ·· ·----~---- ~~ldN ~re . ·····--" -.. ., ~~ ~- -in ~~ . ~ ;::- • <lliE :~ f::I ~ ~ ~-z~G~g ·Ii: ~ •~ IL .<: . -::E ...... ~ :~ ~~§ ! Q O G) ... :en G i .J-~ ·a.i: ::,. < ~ 'ii. ~ ........... .., UJ• <lil"· :~ <I) !J;" . ~ : z tt, Q., ·o 8 ~ LIi =' ,ll<( C> -z ~ < II) 0 : z II.! :i:: . ' . . I ,U;.·<. · 11.. 111 .. , ... ,· ,. __ ... ·. -. -·· --- I oL (Q 0 © © \-G) u I (Q <( .... -~ IO -C z ~ 0 -u .....J w -1 0 I- <( ti) ~ oL 0) 0 ti (\J w ©~ z ·< w 0 (.,) G z . ·.-. .D U<( ~ -£Q ...l (!)-··· -z .....I ' tll. 11.l t5 0 'a:) :c tO a) J: ~ i:§ \-. 11.l tD tD ~ 8 oF 16 . ,. . ' .. ' - I i · 0 TABU:R602'.3(1)FAS1ENERSCHEDIILEFORSTRUCTURALMEMBERS --. , ' . .1 . . F<:vSI: 1 lnct: • 25..f mm. 1 klolc.30f.8mm, 1 milsperhotlr• a.,ur mtr. 11i=t-:6.M6NP11-_ • \ .---l---------_:_--,---;r.;NUMEIER;;;.;;.;;,.ANDwi\'lYPEiviii:iOF;;;T"-------, J FASTENER°' o.• SPACING OF FASTENERS a. All nak an, .ta1.00U,..W.oo.oo, bOZ or d9bm&d ltf'larikl emi::,r WMIII ~ stsfad. Mli4 rind W hazilV Mr!" stwil/nLr.v ! ecw»c:Ciclm ,na, Mv.mi\inall'I ~ becfrll1 yfufi~ u,SftOl,ffl: 80/qifrrsltri: !21melllr"a/D. fi2h:fl f20d i:ommoi, na;p, i fTEM DESCRIPTION OF BUILDING _a.eMBITS W1bllbtlll'lark~IIIVOthndU2ilchbutnoiatetD1511D:m1tm. 81d 1®blibtsbank~r;1a.1.ni>Chor~ \ I Roof b.StapJosnf5~1Wl9-NdtJaw•~7/tfHrr:hm~.!!JtCIDWIJwld01. , . 1 . 1 ~ ; ·. e.~shdWl;IIICl!d""· no2~1ha110-h:PIH0'1Cllffmt'4tt.f~...,.·~--<flill::huorgvemr. l Blocklng between joists or rafters tompplale, toe nail. 3-&I (2 fl• o.11~, 4 5 6 7 BulH-ui> earner studs 10d (3" ,,o.128') 24• D.C. 8 Bw1t-<1p header; two pieces with '1,• spai:er 16d (31"-" • 0.1351 15" o.e. along each ed!Je:. ·. 9 Continued header. two pieces 16d (3112" • 0.135"') 10 Continuous header Ill stud, toe nail 4-!ld (21/2" • 0.1131 · Doublestuds,lacena[ · · 1D<l(3"•0.128'} 12 Double !oP plafsS, face na,l 1Qd (3" X 0.128") 24" o.c. 13 . Double!Dpj>latss; mfnimu111. 48-inch offset of end joints, · :S-l6d(3't,• x O.l35") faee nan ln I · · area . . 14 15 16 17 18 19 20 21 22 23 24 ·Sore plate to joist cir bloctcing, face nail . 16d (3 't,• • 0.135") Sole plate to Joist or blocking at braced wall panels 3-16d (3 'i,• • 0.135"') Stud to sole plate, toe riail · Top or sole plate to stud;end nail TO() plales, taps at comers and inte,sections, face nell 1· brace to-each stud. and plate. face nan 1· x S-sheathing to each bearing, face nail 1• • s• sf\ea1hin9to each bearing, face nail Wtder than 1 • ,c s• sheaU,1119' to each bearing. face nail floor- Joist to sill ~r girder. toe nai1 1• x S-subflaor or less to each joist. fa~ nail 3-8d (21ft • o.113") or 2-16d (3'1," X 0.135"') 2-16d 1,112· • 0.135") 2-10d(3" x0.128") 2-&I (211," X 0.113") . 2 steple,, ,•i.· 2-lld (21/," X 0.113") 2 staples ,., •• 2-8d (21/z" • 0.113") ' 3 s1aptes 131,.· 3-8d(21t," X 0.113") 4 staples 131<" 3-8d (21/>" X 0.113") . 2-&l (21/2" X 0.113") · 2 staples 13/," · 1~o.c. ' 25 • 'r' sublloor ID Joist or girder, blind and face nail 27 28 30 31 -32. 33 34 35 .• 36 38 . 39 40 Rim joist to top P.ta11i, 1oe naU (rcof applications a(so) . · 8d (21/2 • 0.113"} Bi.lilt-up gilder.rand beams, 2..fnch lumber layers ,; : 10d (3" X 0.128") 3--16d (3'1:,"x0.135"') 6'" o.c.. at each beanng Nail each layer as foflows: 32" o.c. at top and boltom and staggered. Two nails at ends · · and at each ice •. · At each Joist or railer .. ---··--·· -··---·--··· "······· •;·•········-·-·· ..... . .. -..... ·---.. ·-• SPACING OF FASTENERS common (2"• 0.113") nail(IIUb(laorwanl' · wnn, ... 1(211," "0.1311.nail(taal) · 6 common (2" • 0.113") naff (sublioar, waD) common (2112" "o.1a11 nai1 (roollf ciimmon tuu1 (21t,• • 0.1311 Dd common is··• 0.1'43") nail or (21/2." X 0, 1311 defomled naJl t,"galiraniiedn>olfng nell,7/,.•camnor . ·~ sfaple 16ga., 1'1,•1ong 11,• g'!lvanlzecl rcofing nail;staple galvanf2ed, 11/," long; 11,, , TypeWorS . . 6 6 6 3 3 c; 1 . t ' 7 · Wood alructurol panai.; com-SllbllaorunderfaymllAtto liamlng deformed t2• • o.12o•i-mn1or common (21/2.• x 0.13_1; nail commoR(21t2• JC: 0..1311nmlar . d~ (2'/2~ X 0'.120") nail . 10d common~ •. 0.148") nail or . de.~ (~_1t2• x 0.12tr) n~H . ----··-··· ... r-·-... 6 6 6 ··-----· .. 12' 6 6 7 7 . 12 12 12 . i r I I ' I ... .., ... .. ..... -------- 11?} 3-ed · €f4·: &C,.f( .---··-~ . ' I c :\~ · .\ f ?iI ~,WP ;",:;::'./\ .'t'l -···Bw· P -,..._.,.. 7 e1 ttrr::1~1~~ -·~ -.. .. . . ..... : --~-'---~-.. _·_.··· -l\1-:-:-.,,,~r::~~t . ./~_, ,,_, __ f....;,,J_ .... -·. ·.:-;. : .. ·.)].,/:~: .. ;.·;: .. ' ~- ' . ,. FJ . ' - I I 1 ·i<:34 .-~ i'O T"OP 1 ·PL-, I . I I I I I I 1 I l~e,wp I I I -~-e ........ . 20 ·. . . I -~p·.· .-·~··~1Wt ·f ··~· .• . ·' . . . -. ,• . . . 0 0 kra......+-.1----i,;-1--~---· -----lr:=""1t:-;.!---{s::::::=s::;;::;s::=:.:=:::s~~;s:::;::~~:;::s:::::::;.;::::j . W.0--·-···--~ ' ~ri'L. F~Mt;. H::u:.i::::-oa..MJ ~-~-~-R(RO,Z:, ID,"' 2 i t----J::Zx_ ~'-.. 't"t>P PL, --~) ..:m,: ""..&.I . _r::_,.;,1__ ~-.l.~r."J • . ----------------- --,. ___ ,_; _______ . --------,-·. air·· · ··~·.·~ ~ LU Z Z a ~ '-" --o © <( u. LU -. Qi! z .-_J -<( (.!) l\.. u -<( z ::J a LU nt <( O' "' in :::c --~-© <(. :c. _J ' u '"" u. . . LUIO·.<(. ·N· r,.. U _· o·u.. .~ ...... 0 'cc$~~· za-<LUo . -l \-'· LU <( <( :c . u .\-' fs <:f z -·. -.::.·:~;. - .. .. . . . ·. _;-· ..... · ... · • ' . -·. ,. . ' ' . ! ~ 0 - -·-·-- . • • . • • • . . . • . ..j. f ' I~C©. I (' 1 - ' a~ ' ( ,' ~ : 11;)0 t I lo,t dlO\ ~1? . . --4=" • . • ·~ ~() "' '-: . ttM . -1-\---· ~-~~O.J i4Y8 wie; ; . MW/, •-.. • • . .. . • ..... LO.WE.R .HVAC PL.A t\l _ ~1..£r14t1lEJl-t11I . TAANSMISS!OI LOSSES: LOCATION 5Q. FT. UFACTOR DEi.TAT WINDONS. 412 , i,S ~:Z.. ·. ,07 32. WALLS '2-432. -----t-'lq4 ,05 32. . FI.OOR /0.2..4 ,2.3' 3-z IWLF 5? -5!..A6 SUl'-TOTAL = 2'91 :z.z.s !!TUH INFU.11':ATIClN ORVENTILA110N: ··cc.F.XAIR CHAIIGE / 60) 3eD CFMXDELTATXU-. 1~?>10 BTUH BTUH e,510 5446 12.'10 "!S77 b4-<XJ HUMIDIFICATION LOAD: 31:D CFM/100X GALPEl1.DAY= 3,2. ~1;11.,H.) I Z. IO !lTUH = 4S4 G,:, IITUH X ?,l!O CFM /100 = 12, 2-G.P.D. ----·--------------------------------- .. -::-, : .. :.~ :. ,,.-..... , ... -' } ; ·~: MECHANICAL ABBREVIATIONS Si'.D $Mi. .!:AG SD \ID ZD. 1.J;P. FD . EA EF sA RA ·.·· ... DN ; SUPPLY AIR DIFFU5El1. SIDEWALL 11.EG151'ER 11ETURN AIR GRILLE SPLITTER DAMPE11. YOWME DAMl'El1. ZONE DAMPER. ZONE CONT11.0L PANEL FIRE DAMPER EXHAUST AIR El<HAUSTFAN. 5UPPLYNR RETURN AIR DOWN MOYE BELOW ,·., AW .• ifli.w· ·. .,··-· \it,~·-iHERMOSTAT CU61C FEET PE11. MiNUTE: J'U~CE AlRCONDmONER COQLINGCOIL HEAT PUMP •' ., •... ;.'AC .. c -; fip . ~u< AIR HANDLER UNIT . • C00l.fNG LO~ (BASED ON ACCA MANUAL "J"} DESIGN CONDITIONS: Til,\E.DF DAY 3 PM !>AILY RANGE __ _ · INSIDEbRYBULS 12. R.H. -50 OUTSIOEORYBULB E!,!, WET,BULB 1#8 - :~:: DRTt''J'LB 8 ;lo MINUS INSIDE ORY BULB 12. = .. ROOF 4~/b lNTERNAL HEAT GAIN O.CCUPANTS NUM3!:R SENSIBLE 1..ATENT 10 250 z.~ ZS•) z~ LIGHTS INCANDESCENT -WATTS X 3.14:: .....,-,.,,,.,,.,....- . Fi.6iJRESCEN1' /44/j WATTSX4.1 = ?'304- LAi'E~GAH-I = f#i? Bi'UH , 1Nfl.Ll~ON ANO VENTILATION 4. "''j8 . -t;M:> XOELTAT !I X1.1• _.;_ . . CFM/100XBTUH=--...... :::OTALL.AiEHT}+TOTALSENSIBLE..i TO°\ALCOOUNGLOAD= 4fz.~ · BTU~,::,141Z!-J t)Se .5\ZJKI J A-C-f : 1L.ENNOX .It-'/'C 2.!-~'%, 1-:be,(2?,CJ_ 1 1,P 13SA_~~/~~,"l7 • ' 0 . I, . • ' ' . I ' ' t<a/!$ION. Di6-TE. -... I ij ~~ z ll) ii~ E '<.!) 81 ~ l & z ! G~ g [i: .. ;M ~ "i ~'9li~ . in 8 ~ z -0. 0 Q Cl) .ii: m Ei~~ i llt: :::, .. w ~ ~ 2°] ~ i.~ t:. D. . 8 w ... ·Dt: Q ~ < o-2 < z Ill~ . . o <"' 11...,w .. . ' ~-~-, ,._._ .. t\L cQ 0' © © ~ CS) (._) I . cQ <( ..... t\L IO - . • \-C z ~ a -! (._) ..l 0~ -I <( tC) ~ ' t\L ~a LU 0 C\l z ©~ ·< ; w 0 I.) ~ 2: D ·, O< (!) :::i en -m z ·...J Ill UJ < 0 CJ c(I ::r: lO C5) - ::r: -a tu en U) a II.. -.. -... : . -- -t I ' -- . -I I + . I --I Ul I .. I I I l 10 ----------------·-----------