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HomeMy WebLinkAboutCDP 2017-0062; DONAHUE ADDITION; Administrative DeterminationI I 1 PRINTED ON CLEARPRINT ·1QOOH· Donahue THIS IS A TRUSS PLACEMENT DIAGRAM ONLY The5e tr,me> are des\gn~ a• Individual building components to be lncorperated into the building design at the specifiCiltiOn of the building designer. See individual design sheets fer e~ch truss design iden!lfied on t),e pla~me:it drawing. The building desii:n~ris rasponsl~le fer temporary and permanent bradng of the r11ohnd floor system and fllrt~e DVl':rn!I stru~rure. The design ofthe ecrtire tri!SSSUpport structur;, [ncJud\ng, hu: Mtllmlted to headers, beams, w,ills, and :oiumns istherespcnsibnl'ty of the ~ulk!!n& designer. for general guidance resard]ng bracing, mnsult "Bracing of wood trusses" available from the Truss Plate Institute, http://wv.rw.ti,l115t.111'1l. I tt \~~&,' iz,tA\: ~1;,y .. t'I-w f H-!Glt a-ru WA-IA- 17-D-D -·--, l;-1 --~A~G --+..-'---"-___,I . -I~~-~~--~-~ --"·~----· 1--~ =~-;=i~=~~~-= ""'"'~ ---, . ..=:·--· --==--~~---.,---~~---~-----... ------· ------------·---· - APPROVAL FOR GENERAL COMPLIANCE WITH STRUCTURAL CONTRACT DOCUMENTS IZ[ APPROVED Fabrication may proceed as shown, D AF PROVED AS CORRECTED Fabrication may proceed based on correc\lons indicated. 0 APPROVED AS CORRECTED Fabrication may proceecl Cased on oorrections indicated. RESUBMIT FILE COPY Corra ct submia.sion to raa.ubmlt for record pur;:ioses ,o;Jy. D DISAPPROVED Resubmit tor approval. 0 REVIEWED FDR INi"ORMATION Appro1<al not required. Accepte:i 1orinfo. purposes only. AppraV?I is lor genl:!ral c:ompliaITce With lhe structural cootractdc~umenls only. This approval assumes no responsibif~y for dimenslon, quantities, and conditions Iha\ pertain to -fabrication and instc1llalion.cr tor precesses and techniques of cons\ructlon. Tha Contractor is responsible for coordination of the work oi all trades and tha parlormance of this work in a safa and satisfactory manr.er. av, __ E_va_n_c_o_le_s_,_P_.E_. _____ oArec 6/21/17 SIMPLY STRONG ENGINEERING INC. _I._~··-· -1-9655 Granful Ridge Dr. (Suite 200) San Diego CA 92123 ·-----~~~--~~:-'---- ~~-A-1--1---· --1 --··· -·· __ ,. ___ , -----·--···---·-i '· Existing Existing Con~1 Framing , B/0 NOTES • Refer to jr,d\llldual truss drawings for ;;dciltional !nfu1matlcn • OlmensiorI uerlfi<:iltion priortD instai\ation Is not foe responsibility of Aloha Truss " lnstnllalion of tru,ses is n11t the responslt:;lity of Alolla Truss -Drawing Is not to scale -LB represents lefthe~I oftrlJ5.> • Do not<:1<t; cril!, notch or alter any tr.iss without written consent from a registered engbeer PROJECT INFORMATION tOAOING: Z0/14/:,.0 PITOl: ~/12 HEEl.!Std. 2x4 OVERHANG:24" Top Chords: ~4 Spadng: 24" Aloha Lumber &Truss {750) 788-9450 DE5BY,MA!: Vl?l N lit NTS CITY OF CARLSBAD Administrative Permit Case No. ( OP Jio/l~ GD /pJ/ Date O .27 SITE INFORMATION ~- A.P.N. 214-410-08-00 .LAND USE DESIGNATION R4, itl a>,J.,"~ LOT AREA: 14,920 S.F~ ' CONSTRUCTION TYPE: VB NON-SPRINKLERED OCCUPANCY: R-3, U EXISTING LOT COVERAGE: 15% PROPOSED LOT COVERAGE: 18% PROJECT SERVICED BY: MUNICIPAL NATURAL GAS MUNICIPAL SEWER BUILDING INFORMATION BUILT IN 1975 EXISTING RESIDENCE (R-3 DCC): 1786 S.F. EXISTING GARAGE (U OCC): 450 S.F. PROPOSED MAIN RESIDENCE:2284 S.F. SCOPE OF WORK ADD 498 S.F.TO RESIDENCE SHEET INDEX Al SITE PLAN VICINITY MAP . PROJECT INFORMATION PROJECT DIRECTORY SHEET INDEX AZ EXISTING FLOOR PLAN DOOR SCHEDULE WINDOW SCHEDULE PROPOSED ELECTRICAL PLAN A3 PROPOSED FLOOR PLAN EXTERIOR ELEVATIONS SECTION ROOF PLAN ELECTRICAL PLAN A4 ARCHITECTURAL NOTES ELECTRICAL NOTES ELECTRICAL LEGEND ALARM NOTES MECHANICAL NOTES PLUMBING NOTES MF-lR NOTES T24 ENERGY CALCULATIONS· T24 ENERGY CALCULATIONS SlSTRUCTURALNOTES 52 FOUNDATION PLAN FRAMING PLAN S3 STRUCTURAL DETAILS SSl STRUCTURALDETAILS PROJECT DIRECTORY OWNERS: KEVIN AND KRYSTA DONAHUE 1014 DAISY CT CARLSBAD CA 92011 ARCHITECT: ANNE PARIZEAU LIC. NO. C19682 760-201-3347 5304 ONTARIO ST. OCEANSIDE CA 92056 STRUCTURAL ENGINEER: EVAN COLES UC. NO. C77258 SIMPLY STRONG ENG. INC. 858-376-7734 i ' ' I 9474 KEARNEY VILLA RD #215 SAN DIEGO CA 92126 TRUSS CALCULATIONS: ALOHA LUMBER ENERGY TECHNICIAN: CARSTAIRS COMPLIANCE PROJECT TO COMPLY WITH: 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA RESIDENTIAL CODE 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA ENERGY CODE 2016 CALIFORNIA FIRE CODE 2016 CALGREEN CODE SEP 18 2017 tr'IT\r n--...,. ' ' l..,f-CA Pi -, " pr {\ N"., _. ----::::i8A.u '-" i,lNG ,-·/v"·"o . LI 10J j\j ~ e REVIBICNS ~ ~ i 1 ~ .. '·-·-··-·· iz '0 1-1 I-I-I C C c( 1 1 ~ -<( I 1 ~ 1 -<( . ('( 00 '9 Q- 8 I:) z -~ -l 1 -~ ~ ~ 1 -<( r-- 'q- If) ~ I ~ C) ('( I Q '9 r-- r)'t?' JUT I f.(.f<" 1 ~IS$ l.-A't t'Lli BY VI e-l 1'1l1'r r·-1AP DRAWN ,AP CHECKED CATE (,,-17 . SHEET CF SHEETS I .· --------------- ,' > 1~ • )D I t ' C t. 0,, -L l ( ~ \ 0 I o'--------, ·Ji I 0 ' ' • o---- \ ' t L T1,___\ . ~ . ·--.. :.= , I fjZtJ ro0fv ~,~, &,.b-_ L-p kA!"' PRINTED ON CLEARPRINT 1000H· . \ . \ \ \ \® \ \"· \ \ \ ', / / ,(/ ,J/ ·•·'~ 7 f J .·oo 00 7 I I \r?-i ~·--T---'. --\v· ·.& "·.!_--,, __ -·-_ _.____, ® I' ~/. ,, ·\ \ \ \ \; \ \ ® ~"J ':-,, ~>-: /,,- ® t> © EJ· EJ --~ D I ·, ' I I I I ® I I / ·+---' ·~~,~----r--®-~LIJ:I================== © CD 0 · ~~~. -j6;,( if O ~ r'.A'i 4A5 w/H: tCi . ~O,&ao ~I lf-lPUT ® @r . ..,. :t ~l:C/~· --_, J .~ ' OPENING SCHEDULES ALL NEW GLAZING TO BE_DUAL GLAZED . U FACTOR 0.32 SHGC FACTOR 0.2S DOOR SCHEDULE NOTES 1 EX 3068 SC , 2 EX 8068 SLIDER 1 [ 3 EX 5068 SLIDER 1 4 EX 6068 SLIDER 1 , 5 EX 2068 POCKET 1 · 6 NEW 5068 FRENCH DOORS 1,2 ' 7 NE'I'/ 2868 HC W/ LOCK ] 8 NEW 2668 POCKET : 9 NEW 2068 POCKET W/ LOCK j 10 EX 2868 SC 3 WINDOW SCHEDULE NOTES A EX 1060 FIXED B EX 4646 SL C EX 4646 SL D EX 4-10 X 1-5 SL E EX 2-10 X 4-10 SH F EX 2-10 CIRCULAR FIXED G EX 2-10 X 4-10 SL H EX 5033 SL I EX 1-10 X 3-10 J EX 1-10 X 1-10 SL K EX 2-0 (6") GLASS BLOCKS L EX 1-10 X 4-10 F M EX 1-10 X 4-10 F N EX 3-10 X 4-10 SL p EX 3-10 X 4-10 SL Q NEW 2-10 X 4-10 SH R NEW 3030 SH BOT. 12" SLIDES UP s NEW 2030 F T NEW 2-10 X 4-10 SH 2 NOTE KEY 1. EACH TEMPERED PANE IS TO BEAR THE MANUFACTURER'S MARK DESIGNATING THE TYPE AND THICKNESS OFTHE GLASS, THE IDENTIFICATION MARK SHALL BE PERMANENT: ACID ETCHED, SAND BLASTED, CERAMIC FIRED, LASER ETCHED, EMBOSSED OR OF A TYPE THAT, ONCE APPLIED, CANNOT BE REMOVED WITHOUT BEING DESTROYED, 2. OPENING SATISFIES FIRE ESCAPE MINIMUM WHICH IS 20 INCHES WIDE,, 24 INCHES HIGH, SILL 44 INCHES ABOVE FINISHED FLOOR. 1 3. SC SELF CLOSING 20 MIN. FIRE RATED OR 1-3/8" THICK SOLID WOOD LEGEND FOR DOOR AND WINDOW SCHEDULES 3040 INDICATES 3'-0" WIDE X 4'-0" HIGH :·,5-10 X 2-10 INDICATES 5'-10" WIDE X 2'-10" HIGH '-------- EX = EXISTING REMO = REMOVE SC = SOLID CORE HC = HOLLOW CORE F = FIXED SL= SLIDER SH = SINGLE HUNG LOWER SASH MOVES UP X = OPENING SIDE 0 = STATIONARY SIDE ', ' ' ' ' REVISIONS av ' I i-. ' .. ··.z. , -o 1-1 I-i-1 1-1' 0\ C ~ C : i<C . co i I ' lW ~· :, r 1 -.... "· !Z 'l""IW IW Oi C N ct . ~I-en~. w u <( c: , D::>u~ .wU>Cg! ! ::::, ~ <C ~· , i"'"' m =-:: j::CCu,i:.: r<C-.Ju iZ;:!i0::~· 'oc:o <( z :a .... u8 I , ~x, Pl,,/cN ' DRAWN hf' CHECKED zt'~'i7 v 1 ,t ;r~i, U,1-{v. . Joe NC. 17""4 SHEET A2- ' .OF " SHEETS ' ' ' -~ _, ~ .,. ' ,_ • -\° - 'pmNTEo'··ON _CLEARPR1ITT ioooH, ; . :,---·. F~,;6,<'.,,,. ... """"/!Ji',,,'it.~;;,;,,,~s,-~w#'~'?.""-_"":"_ -~ ~:_:::···~: ,;, ffOP65~-P J?ONUS l<M, &I d,i,,?i . i-e,.L,:)lt 1:71/c/l ® r:, I I 1; I. -,_;• ---; f '' : ___ ji;. ?: ' ,. -----. .: t ' vr ltEIO l.====t 1,~ / -.r./ I ? , _,,..f,,"' i'-- /J I'· rr ' f'"' . . . , ... &,-V . ' ·. . . . .. 1,8 i z. ' . _1_, - r "' ~eo ' . . .. , . I-n ··. I " ' BB ' ' g~ {t~AC ~J ~-l-,f \1Aft t? f-{ ll 117I . D I ------·· -1~· ' ...... ~ ..... --~-.. ·-·· ' -~-· ~~ 1"11--_,, ·l@ ,_---fil_U::O VI /'Sc.f-Sl; P . 2--" t-t '3TUDS I b>11 f lc--/ /12-13 f.::il'tJv'N . . . --·· .. ' .. . . ' .. . . . . : .. -~ nr- 1 I I . . I -~ . "-----...._ ----,_ .. --------- >~ 0 ~ ~ . . . -r---....... . --------------- ' . D D D ! ' • : . ... . ' ' . ii l i is: 12.c'rrP)I ~I ,-· I -!--7 11 I I ---------__ ,.,. r:; -- T'7 .i.. ..1 7 I r;; \_( f--~ I 1~1 I I I -; ~~e----- H -J ' I P'i X 11 l ~++ --------- STEP:!. -DETERMINE-SQUAIU: FEET OF CODE-REQUIRED VENTILATION 15 + C9mp_nance Meth~d :I 1so y ·I ·rc~i·;~~i~t;"'J-= k"76f3~6666~?6667 Enter7otal Square Feet of Attic Space to be Ver.tilated S_e!ect Required Method Tota! Squ.:ire :Ceet ofCode- Required Ventilation STEP 2 -CONVERT SQUARE FEET ·of COO.E-REQUiiiED VENTILATION TO SQUARE INCHES !2]6666666666667 X 144 = 139.8~ Total Square i"eet of Code- _Required Ventilat;on T_ota_l Square lnc:hes of Code-Required Ventilation STEP 3 -DETERMINE THE ADEQUATE NUMBER OF O.'HAGIN VENTS ·REQUIRED 1398.4 Total Square Inches of Code-Required Ventilation 3 Vents High 2. Vents Low , • Net Free Venti!ation Area 7 Value for-O'Hcgin Vents Shown B·elow 3 Vents Hig'i1 3 Vents low = TOTAL VENTS REQUIRED -Totals Shown Below for Each O 'Hagin Vent Style (rounded to next even number ,•ihere necessary for balanced ventilation system**) 3 Vents High 3 Vents Low 3 Vents High 3-Vents Low Tapered-Low-Profile High .. Profi_le Model S Low/_Medi_tim·Profile Mode M Low-P:rOfile· Model Flat 72.0 sq. iri NPI/A 97.5 sq. in NFVA 86.25-sq. irl"NFV_A 9-8.'75'.s{l: in °r\iFVA REVISIONS .. SY . ' .. ,: I . --- I . . .'<C ------- ------· ·--- . . DR.AWN· AP C·HECKEIO . CATE tf-17 HCAL.c p "'if;-- • Joa NC. ~ lt'1"'f SHEET . A3 . . CF SHEETS : 'C