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Home My WebLink About2259 LEVANTE ST; ; 82-77; Permit"' z 0 : "' -' " "' C ~[ ~ z 8 0: :!: -' 3 ~ "' z 3 0 z 0 ~ z "' .. :,; 0 " "' ic "' "' 0: 0 3 i[ O 1 ht .tfflrm that I am licensed under provision,, _, Chapter 9 (commencing with Section 7000) ol Division 3 of the Business and Pfofessions Code, and my license is in full force and effect L,c No __ Class l hereby att,rm th,1,t I ;jfTl exampl from the Con-~~t~~~~::: ~: ~f~~,tg~1~c!1/Tn;;)~ county which requires a pemut to construc1 aller, improve, demolish, or repair ariy structure, prior to ,ts ,ssuance also requ,res the applicant for such pemut to tile a s,gned statement Iha! he ,s licensed pursuant lo the pr0Yis1ons of the Con- tr;1elor's L+cense Law (Chapter 9 commencmg with Section 700Cl of o,v,s100 3 of the Busmess and Pro, less,ons Code) or that ,s exempt lherelrom and lhe t,;as,s tor the alleged exemption Any v10latmn of Section 7031 5 by an applicant !or a permit &Jb,ects Ille applicant to a civil penalty of not more than five hundrl!d dollars ($500) □ I, as owner of the property, or my employees 111,1\h wages as their sole compensation, will do the work, and the structure +snot intended or offered for sale (Sec 70M. Business and Profess1ohs Code The Contractor's License Law does not apply to an owner of property who builds or 1mpl'owes thereon and who does such w()li( himself or througt: his own employees. provided that such ,mproveme;its are nol 1nleode1 or offered for sale II, however, !he bu,ld1ng or improvement 1s sold wllt:m one year ol completion, the owner-builder w,11 have the burden of proving that he d1d not bu1td or improve lor the purpose of sale) □ i, as owner of the property, am exclusively contractmg with licensed contractors to construct !he Pf01ect (Sec. 7044, Busmess and Proless,ons Code: The Contractor's License Law does not apply to an owner or property who builds or improves thereon, and who contracts !or each pro1ects w,th a contractot1s) hcense pursuant to the Contr;;,ctor's License Law) 0 I am exempt under Sec for this reason .B & PC D I hereby att.rm that Iha.ea cert1l1cateor consen! 10 self-insure, or a cert,f,cate of Workers Compensa1,on Insurance. or a cert,f1ed COVi thereo! (Sec 3800. Labor Code) POUCY NO COMPANY D Copy 1s hied w•th the city D Cert,hed copy ,s hereby turn.shed CERTIFICATl OF EXEMPTION FROM WORKERS-COMPENSATION INSURANCE (Th,s Sff.t1on need not be completed <I the.permit 1s !or one hundred dollars ($100) or !essJ 0 I cert1ty that m 1he performance of the work tor wh,ch this permit 1s ,ssued. ! shall no! employ any person 1n any manner so as to become sub1ecl to the Worllers· Compensat,on Laws of Calilorn,a NOTICE TO APPLICANT If. alter mal11n;i trus Cert, hcale of Exempt,on. you should become subj8Ct l'J the Workers· Compensation prov,s,ons ol the Labor Code. you must torthw,th comply with such prov,s,ons or th,s perm,! shall be deemed revoked O I hereby a!fmn that there ,s a constn,cl1or, ,ending agency for the per1orrnance o! !he worl< lor which this perrrn1 15 issued (Sec 3097 C,v1I Code1 Lende, s Name, ___________ _ Lenders Address __________ _ USE BALL POINT PEN ONLY & PRESS HAKU 1-\t"t"Ll\,MNI I. -L 11'\1 ll'\l~Ut'IMA.1 IUl'II ffl I nll'I ;:,n~•u.1cu "'"~ Ml'IU uc.v~n"'• 1un;:,. CARLSBAI UILDING DEPARTMENT AF-1200 Elm, Carlsbaa, valifornia 92008 (714) 438-5525 . OWrt~~:S#HO•.i~ ~-.s.1117 ~'2.colf ift.? ·=:: .",, -,, / 34i)s:·~ o.~:IGNe~: .. . \ "'., :"\ _,,.s.·\ .. ~. < ~,""':,~~.,.L, 00t~~~.-o'l)Rtss ', . ,.:s< .. '11t~i1~ ... 'tf•~,q:~~-· '-s\ "-•.. ·-···_m,_····-····· -·····---'--' F/P FLA ELEV. RES UNITS GRADING ~ERMIT ISSUED YO NO REDEVELOPMENT AREA .ICATION & PERMIT auS,INESS LlCENSE # 11\1)$ CONTRACTORS PHONE I \f t.-z. -"fl lo IJCEN¥NO. sc..c.J3.~<r S'fATE LIC!NSE # AJ I/\ OESJGNEA'S PHONE ~~ EDU FIRE SPR TION STANDARD PLAN# PERMIT NUMBER -,_,, -7 7 j '~ -BU31f°1°JTAGE ~ YO ND YO NO YO NO Not Valid Unless Machine Certified QTY. PLUMBING PERMIT -ISSUE MECHANICAL PERMIT· ISSUE 0 SUMMARY/ACCOUNT NUMBER 'EACH FIXTURE TRAP DUCTS UP TO 100.000 BTU ,..-..... , ........ , 01·000-4220 ~6,.i:2::':'.HWATERHEATERAND/DRVENT --1--'1(_. _..., BOILE_R_l~OM~~ESSORUPT03HP OVER 100,000 BTU ··-Ql..-000-4221 "'fi ___ --------------·-·--·---+-= _I, -B0JLER/COMPRESSOR3-15HP • TOTALPLUMBING EACH GAS SYSTEM 5 OR MORE 1 . . -[/ METAL FIREPLACE 7 -. --ELECTRICAL I I EACH 1-NslA1. .. ALTER. REPA1R wATER -P1PE--------------V VENT FAN SINGLE ouC_T_ ---------IL _ __.. MEC~ANICAL 1 MECH E~~AJ_ST -HODO/DUCTS • MOBILEHOME 01-000·4806 01-000·4222 01-000·4223 01·000·4224 01·000·4225 EACH VACUUM BREAKER WATER SOFTNER RELOCATION OF EA FURNACE/HEATER • MDBILEHOME PARK INSP J ,.~--• SOLAR -01·000·4226 .. TOTI\L MECHANICAL I ~TRONGMOTIQf,j 65·640·0519 ,~ If ..i TOTAL PLUMBING I ,--7o/· =1i .-1 T -2,/ . .,,,,,.. FIRESP~INKLERS 01·000·4227 .__ _ _j_c_EA-"C"-H ROOF DRAIN (INSIDE) PUBLIC rACILITIES FEE 25-000·4933 QTY. QTY. I SOLAR -ISSUE BRIDGE FEE 3 PH NEW CONST EA AMP/SWTiBKR /✓U tr t--~____:-=--4--I :~-L~E~~O-R·~---------..I----'--" SCHOOL FEE. DISTRICT -------1 ---------+1------jj~~~~~!a: STORAGE TANKS ----Jt----+----------I PH EXIST BLDG EA AMP/SWT/BKR ROCK STORAGE PUMP PLAN CHECK FEE San Oieguito 65-623-0519 65·624·0519 65·625·0519 65-626·0519 "' -;..--._.. I PH 3 PH REMODEL/ALTER PER CIRCUIT f---+------· -,,...--Jr-----------------l-San Marcos TEMPPOLE 200AMPS OVER 200 AMPS f-----+---------- TEMP OCCUPANCY no DAYS) TOTAL ELECTRICAL .,,.- I ~~Cll~l ~N£1)-"1Ne-<:Ot,!PLETED ''APl'Llcy.TI())< AND PERMR:"' ANO D<>HEREBY CE:itt1fT. UNDER' PE_NAt.-ry· OF PERJURY '(HAT ALL 1NFORMATION HEREON ~ THE ~TIQNS" AflE Tfl~E A'!':f[),-C<)f:IREyT ANO i FURTH EA CERTIFY ANO AGftEE JF A PERM.IT IS ~ tpiallilPlY ill!Tlf AJJ;Cll'f,'COIINTY AN!> STATE LAWS GOVERNING QffiLDl!ffl CON- -HEJ\ la>ECfRW1iERetN OfJ NOT. t AlSO A9REE TO SA.VE tNOEM'NtF't A.ND t«.lu'Y Qf~D AtiA~ ALL LIA.Bti..mes. JUDGMENTS-, COST$_ANO ~ V.~ R,ft<WA,V Accaue-AGAINST SAID CITY IN CONSEQQ,ENOE OF TflE ~~-l~? s·-"'; " -. : " -~ -. . " -" . ~ --· TOT Al SOLAR . 0,:f>c. ----+-~----Jt- TOTAL FEES PAYABLE * AN OSHA PEfWtT IS-REQUIRED FOR EXCAVATIONS - -5-' O" DEEP .AHO. DEM0UTION OR CONSTRUCTION Of: STRUCtUR!S OYER 3 STORtES tN HEIGHT ~ LL i:' ~ 0 C. E ~ "O_ 0 CJ C ~ .s' 0. C. « I "' C ii: 0 "' "' " "' "' « I ~ 2 " >- "" "' " u 0 a: ~ ;; Cl 8 " u C ~ C LL C " " 0 0 0 " C. "' C 2! INSPECTION TYPE DATE INSPECTOR BUILDING FOUNDATION 7 . - REINFORCED STEEL I '<.-XI ', -r MASONRY ' GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING ~-1/.IM_ V FRAME 4:'-7&{/2 (I EXTERIOR LATH lNSULATION ~-:t~Jl..i INTERIOR LATH & DRYWALL PLUMBING --. .r ,-,J SEWER AND BL/CO ' - PLUMBING UNDERGROUND .J -y PLUMBING TOP OUT ?24-0. 1.V --- TUB AND $HOWER PAN GAS TEST .,,. -:z.4--.ln .p ELECTRICAL I TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC ,;'.'"_~ , -{) ELECTRIC SERVICE BONDING G. F. I. -SMOKE DETECTOR MECHANICAL DUCT & PLEM., REF. PIPING /-• .. --1-f HEAT -AIR COND. -SOLAR SYSTEMS I VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. JOB SITE FINAL P,.UMBING '--., E:.ECTRICAL " . MECHANICAL " . . ,II GAS " 10-/-,f~ BUILDING " " SPECIAL CONDITIONS " CERT OF ocr• ~ANCY ISSUED - - - FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTION REQ IF INSPECTORS DATE ' CHECKED APPROVAL SOILS COMf'" IANr~E PRIOR TO FOUNDATION INSP ---STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSEO CONCRETE POST TENSIONED CONCRETE 1CJ1;-1 n wEL □1NG . I , , STRENGTH I BOL.TS ---- SPECIAL MASONP~Y - ~------------------- i PILES CAISSON:C'. I i---- i . : I ' r--------------------·- ~-- +-I ' ·--·--- i I . t== -----. ·-. INSPECTOR'S NOTES . ,, 3 J,.--2__7_ ·~ .Jt.£'AµE£U~'4 61<:. 7b wML . .£.~ :!; --'I()// /;::y~,,u 1 @A.Sr u,qyt!'_,(___}£ t7t2Me -7) £-:1..-r--e:L ('Rl~f/,(J,!~~ :Vv!T. ./M'f'wllt.C._Gp,1~ ur«?_ _(.,(]~ -"' ,JJ ,. --..,,_ ,,, P/P ,-It> T"" ~<!f_l!!-/2eh1,tJ/~I/.LJ EL/U}_ / -------- -------__ j -------- -----------... --__ _i -------~ ----------- ~ j -I -----·---- -. ------ ·-· ------------- --·-· - -j ,· ···-·----------- ---- -------· ------ -~~ --7 ------·------------------7 ~------------- ---- -~ --------1 --. ---· ·------1 ------·-·-- ----. ---------· ----. --------------------- ------~-J · ... ·.•Jl-.. / j' i1 J / ' .' ,··1' ,_ .' i/" !.• I h.••.·. 111.'ij ,'·_/fir'~ ;'"·:. ' ! ~~U~JA~/A/A/A/A/A/AA~~AAAIAX ~ t 1 Ql r rt if i r u t r n f ® r r tt µ u 11 r y · ?~~ • ·· i: ~ ► ~ CITY OF CARLSBAD ~ ~ ► j This Certificate issued pursuant to the requirements of Section 306 ~ j of the Uniform Building Code certifies that at the time of issuance ~ ~ this structure complies with applicable ordinances of the City ► 3 regulating building construction use. t 1~ u Cl ·1· . Duplex Bid O N 82-77 ~ ~ se ass1 1cat1on __ __c,...._____________ 9. , ermif o,_______ Y Group _____ Type Construdion _____ Fire Zone _____ Use Zone______ ~ ~ Occupant Load .,•:.·.. P ~ OwnerolBu;Jdin!J<••A4',.-R. Kaise.r;--:, 'Ac!dress 2430 Baaajoz'. Place P "' 8 'Id' Add ~i:b2-57/Z.259.-t.L. evante t Car sbad, CA. 92008 ►~ ~ u1 rng ress ~-.. , 1 -~ :c•J :a,· --•" , ~ t-!Ii' /4 · '-1-~ ~ r~ :_,~ __ J; .{~_-. ~:. : .. ~ • {r, ,: ~ ~ 1 NOTE, Altuation,, ,hongu, adfoion, or ~na::, of occ,panoy ,llifi,. ,hi, '"Z· • fi'-ut&. -t ~ (Post in ccuupicoous tibe:} ' ~ )l{'if',rif"t/WY/"</V/W~!Vi'lff"N/\Y/W'~--vro/"i'¥1W"(IYV''ef/W~~'W''f')f;"''f'V~~l'l$'WW)( I l t ! l t t .1 r t INTERDEPARTMENTAL INFORMATION SHEET DAT~~ECEIVED MAR 151982 Bulldlng Department CITY OF Ci\RfSSAD PLANNING DEPARTMENT zoNE_---L.:R ...... ,h ........ _-__,_M-=4---, __ LoT s I z E._""""1__.3<,.;o:::....,IN(,,,="---LoT wIDTH_~~-o-'_· ___ _ UNITS ALLOWED ___________ UNITS PROVIDED ___ .;;)-_________ _ PARKING SPACES REQUIRED c--1 PROVIDED __ ..., ________ _ .,,,, % COVERAGE ALLOWED _____ </L"2~0-.,,.-~~0;;.,_ _____ PROVIDED -~6A--,~,Z.~------ BUILDING HEIGHT ALLOWED ✓J PROVIDED FRONT SETBACK: SIDE SETBACK: REAR SETBACK: ALLOWED lf-- PROVIDED ___ tf\l++F--- INTRUSIONS u •LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: --=~'--P-""'""""""'"----------------- ADDITIONAL COMMENTS: OK TO ISSUE: hNGINEERING DEPARTMENT I R.O.W. ______ INDUSTRIAL WASTE _______ IMPROVEMENTS _______ _ SEWER CONNECTION ________ DRIVEWAY LOCATIONS ___________ _ GRADING PERMIT EASEMENTS _________ DRAINAGE ______ ; LEGAL DESCRIPTION ____________________________ --7' ADDITIONAL COMMENTS __________________________ --4✓ 'FIRE DEPARTMENT SPRI!IKLING SYSTEM ___________ lp0IRE PROTECTION EQUIP. _______ _ ' FIRE ALARMS _____________ __,_/EXITS. _______________ _ FIRE HYDRANTS __________ LOCATION, _________________ _ ADDITIONAL COMMENTS ____________________________ _ OK TO ISSUE: _____ DATE _______ OK TO FINAL ______ DATE ____ _ WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET ________ DATE, ________ _ ESGIL CORPORATION 9R20 CHJ,;t,,;APEAKR DR., H1'1TR u::: HAN DIEGO, CA 9212:l (T14) B00·140H /jl/1/JJ · I I!.// 7 c5' c:_ (/rrY(/[ 1 ~ r ~~ ~·~ +> ~~- Citp of Carlsbab JURISDICTION, (]412,1.4'"8;Q DATE :S/.tLl1Bz. J. ,~ PROJECT ADDRESS, 2257('!? lcV,::JJ.J 1!:- TO: ____________________ _ PLAN CORREC'l'ION SHEET SINGLE FAMILY AND DUPLEX DWELLINGS P Ian Check No ., __ B,...__,2.,_-_7.,_7,.._ ________ _ Dc1te plans received by jurisdiction /lllo ,3/1:; !1ate plans received by plan checker /C,) aiJ '=z Oat initial plan check completed~y ~ fOREWORD, PLEASE READ ;( -9/.Z.O Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservdtion, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations. P~r Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the •1i.olation of any state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to, :?,,i,',co,)-l. :cros.v' ~~~ P To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. ~• on plans th.(_name of the legw, ownef. nd name of person responsible ¾r e preparation of the plans. Sec. 302(bl D APPLICANT COPY b CITY COPY ::::I D PLAN CHECKER COPY /submit fully dimensioned plot plan drawn to scale showing location size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all corners. Sec. 302(b)7. / Indicate distance from center-line of street or alley to property line and distance from curh to property line. See. 302(b)7 6. Plans, specifications and calculations shall be signed by a California State licensed engineer or architect. (California Business and Professions Code) n. fIR~ PROTECTION 1/ Walls closer than 3 feet to property lines r· shall be one-hour fire-rated construction, hav~ no openings, and shall have 30 inch parapets when the buitding floor area exceeds 1,000 square feet on any floor. (Table 5-A Sec. 1709(a) '~Projections, including eaves, may not extend r· ~ore than 12 inches into the 3 foot setback from the property line. See. 1710 and Sec. 504(b) 1/~rojections, including eaves.shall be one-7· hour fire-resistive construction, heavy timber or of non-combustible material if they project into the 3' setback area from the property line. Sec. 1710 '/how location of perm,1nently wir~d smoke r· ~c-t,~ctor. Sec. 1210 C'. ROOM SIZES r l,IGHT, VENTILATIONS AND GLAZING / One room must contain a minimum of 150 square feet of superficial floor area. see. 1207(bl "/.abitable rooms, oth~r than kitchens, shall ,. ~ontain at least 70 square feet of floor area. Sec. 1207(b) -~indow area must be at least 1/10 of the /· ;loor area and a minimum of 10 square feet per Sec. 1207(a). Appears to be deficient ,n ~/openable window area must be 1/20 of the /" f1oor area and a minimu~ of 5 square feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1.5 sq.ft. (Sec.1205(al One-half of all required window area must be openable in 'fCS:O-hli?-+1 1 ;'E: IJ\.IUC, 'Ftz.oVVI ~111111\JC,, \-11.e!~ 1 C.1..-1,1 f'':( • . /Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required windows / are not provided. Sec. 1205/a) No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Sec. 1207(c) /Show that ceiling height for habitable /L. rooms is a minimum of 7'6". Sec. 1207(a) -~how ceiling height for laundry rooms, r· ;allways, corridors, and bathrooms is a minimum ot 7'0". Sec. 1207(a) Provide 30" clear width for water closet compartments and 24" clearance · rent of water closet. Sec. 1711( '"'J:h'-\QM.~IO'fl ~o cooking room shall be used for seeping purpose,, unless complying as an efficiency living unit. Sec. 1208 Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Sec. 5406 ~Glazing in shower and tub enclosures r· ,(including windows) shall be tempered, laminated or approved plastic, Sec. 1711 (f)(g) \ ft{ ~ Sleeping rooms shall have a wi.i:idow or .1, ,,t,icterior door for emergency exit. Sill ('I\~,. ,11 fll"lleight shall not exceed 44" above the floor. l"l~ ~,~,,, he window must hav• an openable area of ';I -I <f"':.-Wq t least 5. 7 square feet with the minimum .;..,1, (! fl, I, penable width 20" and the minimum openable r1 a) .,, • eight 24". Sec. 1204 I ~~Eaves and cornice■ may not project into ')11'· ~ required yard more than 2 inches for each foot of yard width if required windows /4n int~ th~ yard. Sec. 12061d) mezzanine is an intermediate floor and y not have a floor area exceeding 33 1/3 percent of the total floor area in the room below, and the mezzanine floor must have a clear height of 7 feet, above and below,and must have 651 of the long side open to the room below. .• /The loft you show does not comply as a .Y· ~ezzanine floor and is, by Building Code definition, a story _____________ _ ITS STAIRWAYS AND RAILINGS above the second story shall have than 2 exits. Sac. 3302{al A/Required exit doorways shall be not less r· ~han 36" in width and not less than 6'-8" i~ height, and shall be capable of opening at least 90 degrees. Sec. 33031e) ~ovide 36"' high protective railing for porches, balconies, and open sides of landings. Maximum opening between railings shall be less than 9". Sec. 1716 ./how how guardrail connection details are r· :dequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B Handrails shall satisfy the following: a. Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, Sec. T25-22(bl b. Handrail shall be 30• to 34• above the nosing of treada. Sec. 3305(jl Handrail projecting from a wall shall ave a space not less than l 1/2" between he wall and the handrail. he hand grip portion of handrail shall e not less than l 1/4" nor more than 2" in cross-sectional ,dimension. Sec. 3305{j) (see attached) /Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Sec. 330S(g) =~ door may open over a stairway landing /" ;rovided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of the stairway. Sec. 3305(g) ~✓A door may open inward at the top step of 7· a stairway provided the top step is not more than 7 1/2" lower than the floor level. Sec. 3303(il2 ,Y'Provide details of winding stairway. a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. b. Maximum rise is 9 inches. c. Minimum width is JO inches. Sec. 3305(dl (see attached) ,0-ovide spiral stairway details: a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. b. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. Sec. 3305(f) (see attached) =~sprial stairways may not be used for required r· exits when the area served is greater than 400 sq. ft. sec. 3305(fl --"spiral stairways must have JI"· ~pace of 26 inches between handrail. Sec. 3305(f) a clear walking the column and ~Provide I.C.B.0. Reasearch Report and Number , for metal stai~ay, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Sec. 306(aJ4B and Sec. 306(fl _/In buildings over 2 stories in height, provide J"· 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within Provide stairway and landing details. 10 feet horizontally of an exterior stair- Sec. 3305(b) & (c) way. An exit balcony with 2 separated rise 8" arid minimwn ~ stairways is exempt. Sec. 3305 nimum head room is 6"-6--;;:-~S,~u) ~M '\ ·~Exterior stairways shall not project into ~~ ="--. .,....•w,('},Y· ~he 3 foot setback from the property lines. c. Minimum width is 30" \N~ ~"-) J sec. 3305(nl "'ff> lX~~::;;. ~ C. ,.,• . -nz1:A-O.S \ The walls and soffits of the enclosed useable pace under interior stairs shall be protected on ~he enclosed side as required for one-hour fire-resistive construction. Sec. 3305(ml Minimum construction specitications shall be made a part of the approved plans. . ~pecify roof material and application. 7-specify I.C.B.O. approval num.ber for roof materials not covered in uec. 7/specify roof slope for drainage or design ~~o support accumulated water. Sec. 3207(a) ~ Show roof drains and overflows. Sec. 3207(al 76 Provide skylight details show compliance --<'~'--] with Sections 3401 an 207 o provide ICBC approval number. Provide plastic roof panel details to show compliance with Section 5206 or provide rcao number. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attice area if at least SOI of the required vent is at least 3 feet above ceiling joists. Sec. 3205(cl B. MASONRY g/provide fireplace construction details or /" ~ote con■truetion to be per attached fireplace _/andard drawing. sec. 3707 ~-=~ow veneer support and connections comply with Sec. 3002, 4,5,6, and Sec. 2516(al regarding ties and t9 wire in horizontal joints or note construction to be perattached sheets 30-1 or 30-2. ~how height and construction details of A/u. : 1 masonry walls. Chapter 24 ate that cleanout openings shall be-provided t the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. . 2415 w floor and roof connections to masonry walls. Connection shall re•ist 200 pounds per lineal foot or the actual design load, A ichev•r is greater. Sec. 2310 ovide material specifications for mortar, grout, ma•onry and reinforcing steel. A 'c. 2403 ow how masonry house walls retaining earth to be waterproofed. Provide detail. e that special inspection of the masonry l be required for ____________ _ GE AND CARPORTS requires one-hour fire protection garage side of walls and ceilings common to the dwelling. Table s-e sec.S03(bl !J,r:'All elements supporting floor above garage / to have one-hour fire-resistive protection on the garage side. Sec. 503. Beams and posts, not within the wall or ceiling con- struction, must comply with use, Table 43-A, or be minimum 6'" dimension beam and minimum 8" by 8'" post. l~how 1 3/a• solid core self-closing door 7·· for openings between garage and dwelling. Sec. SOJ(dl 1✓. Garages are not permitted to open into / a room used for sleeping purposes. Sec. 1104 ~Openings between carport and residence require self-closing doors and stationary window■• Sec. 1214 Show garage framing s · size ov'i g•ri opening lateral brac1. (:: at laEe inpnd mee o c1.ng garage fro€. 4.p er 23 NOTE: Minimum plywood diaphragm ratio is 3 1/2 to l or 2•a•. Table 24-I ~ Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed 7 1/2 inches and provided the door is not used as the primary -means of egress from the building. If ~he difference in floor elevation exceeds 7 1/2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, and the door must not swing over the depressed level. (see 3303(il2 and 3305 (g). 1✓ Provide 18" raised platforms for any FAU, ,,,--· water heater, or any other device which may generate a flame or spark. R. ~ote that continuous fire wall protection shall be installed behind raised platform(sl prior to framing platform. FOUNDATION RE IREMEN'l'S Note on plans that'"A soils engineer shall ev&luate any unanticipated uncompacted fill or expansive soil or other soil problems disclosed during construction'". Sec.306(all2. l~ubmit soils classification determination ✓--by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing COfllfflents on the degree of expansiveness, compressibility and bearing value. Sec. 2905 1_,r:'"' Note on the plan the soils classification, / whether or not the soil is expansive, and A ote the allowable bearing value •. Sec. 2905 The foundation plan does not comply with the soil report recommendation for this project ___________________ _ '~rovide notes on the foundation plan listing /J. ~he soils report recommendations for foundations. A lab and building pad preparation. Note on the foundation plan that '"Prior to the Contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official. in writing that: 1. the building pad was prepared in accor- dance with the soils report: 2. the utility trenches have been properly backfilled and compacted, and: 3. the foundation excavations, forming and reinforcement comply with the soils report and approved plan." --~ovide spread footings for concentrated r• i~ads designed for 1,000 PSF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29 \ ~~ow height of all foundation walls. Chapter 23 J,,l!'f. Show height of retained earth on all foundation _/alls. Chapter 23 ~ :how distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29 '../ Note on plans that wood shall be 6" above /",finish grade. Sec. 2417fc) 7. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Sec. 2905{fl Dimension foundation per ~able 29A. TABLE NO. 29-A-FOUNDATIONS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS NUMIII OF STOIIH TNICKNEU Of HUNDATION WALL (lllldltll UNIT MASONIY WIDTH ., FGOTINI (llldlilll TNICXNlSS ., FOOTINI (l■dlll) DEPTH Of FOUNDATION ■now NATURAL SUIFICI OF lilOUND IND FINISH U:AH {IIICltlsl l 8 8 12 6 12 2 C'.§) 8 15 7 18 /'~ate cross bridging or blocking. Floor joists and rafters more than l2" in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 2~06(gl ,/show blocking at ends and at supports ,~· of floor joists, and for rafters at exterior walls. Sec. 2506(gJ 1.✓.'" Show solid blocking at ridge line and / at exterior walls on trussed roofs. sec. 2506(g) ,,:/Show double joists. Floor joists shall /" be doubled under bearing partitions running arallel with the joists. Sec. 25l8(dl 5 how ratter ties. Rafter ties shall be paced not more than 4 feet on center where ratters and ceiling joists are not /. parallel. Sec. 2518(hl Show rafter purlin braces to be not less than 45 degrees to the horizontal. c. 2518(hl ow 1/2" minimum clearance between top ate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) '/' Show double top plate with minimum 48" ~/lap splice. Sec. 2518(g)4 ?°• ~how nailing will be in compliance with Table 25-P. 3 10 IO 18 8 24 -,--o-T_E_S_,-----~-----~~--~----~r· Whett unusual conditioM or fro.st conditions are found, footin1s and foundations ~hall be as required in SH:tion 2907 (al. Provide fire stops between stories, between top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than lO' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with The KJQUnd under the floor may be-ncavatfli to the ele\·ntion of tht' top of the footinu. T~ow foundation sills to be pressure treated, ~---~; equal. Sec. 2S17lcl 3. -~Show foundation bolt size and spacing. ~ c. 2907(el ecity size, ICBC number and manufacturer of power driven pins. Show edge and end discance and spacing. Sec. 306(f) l/ Show size, imbedment and location of hold /J• down anchors on foundation plan. Sec. 2312(fl Note on plan that hold down anchors must be tied in place prior to foundation inspection. ✓Sec. 23121fl Show adequate footings under all shear walls. Sec. 2311 (el T vi' Show stepped footings for slopes steeper y.,,;,r-~ than 1:10. sec. 2907(el Show minimum is• clearance from grade to bottom of floor joists and minim.um 12" clearance to bottom of girders. sac. 2S17 TA/Show pier size, spacing and depth into ;;,"'' undisturbed soil. Table 29-A 14/. Show minimum under floor access of 18"x 24". / Sec. 2517 y.Show minimum under floor ventilation equal to l 1/2 sq. ft. for each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximate- ly opposite sides. Sec. 2517 I. FRAMING 1 ~how all joists, rafters, beams, and posts £" 2" to 4" thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams 5• and thicker shall be No. l Grade Douglas ir-Larch or better. (Table 25-A-l) how wall bracing. Every exterior wood tud wall and main cross partition shall be braced at each end and at least every 25 feet of length with lx4 diagonal let-in brace or equivalent. See. 2518(g)S stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage flame. Sec. 2517(f) how stud size and spacing. Maximum allow-able stud heights: 2"x4•@ l6" is 14'; _......-1'-"x4"&2"x6•@ 16"o.c. is 20'. Sec. 2Sl81g)2 ~· ~~ta an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior o erect.ion. Sec. 306(f) etail all post to beam and post to footing onnections. Sec. 2517(cl 4 Specify nail size and spacing for all shear walls, floor and roof diaphragms. Ma.1nta.1.n maximum d.1.aphragm dimension rat.1.0 • in first story Sec. 251Blfl Provide truss details and truss calculations. Provide roof framing plan. Sec. 302(a}7 Provide framing sections through. ______ _ Section 302(al 7 ,a/ Specify all header sizes for opening over T" 4' wide. Sec. 2518(g) ~---~ 18~. _ vide.., ealcutltions "i!SFl-_c._ ~"-===.fh..:..,.._ __ ~~ A:y,S&<-!'? ~1":Miiffi_~ Ca:x,-ne~Sj' ,~,i.,,. ~ ~M., ?13:e) 1" '<.I.so;,--- , In areas subject to water splash and in exterior locations, wood columns and posts shall be supported by piers projecting at least 2" above the finished grade and shall bear on a metal base plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar. Sec. 2517(c)4 --~ow location of attic access with minimun )r· =~~e 22" x 30". Sec. 3205 how draft separation for attic areas n. excess of 3,000 sq.ft. Sec. 3205 ow draft separation. for space between opped ceilings and floor above in excess ~ Show access to the attic or under floor furnace to be minimum 30 inches by JO inches. Sec. 708 & 709 UMC Note that passageway to the atcic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Sec 708 UMC A f 1,000 sq.ft. Sec. 2517 ~ Show permanent electrical outlet and pecify plywood grade and panel indenti-_,,,--· lighting fixture controlled by a switch ation index. Table 25-J for the attic furnace. Sec. 708 UMC n roof pitch is less than 3:t2, design .,~ Show details to comply with Section '709 ge as a beam. Sec. 2518 (hi r"· for furnace under the floor, Section 708 for attic furnace, or Section 710 for ad shear walls shall not be used to Aoof or outside furnace. resist horizontal forces contributed by ote on plan, gas vents and non-combustible masonry in buildings over one story in iping passing through three floors or eight. Sec. 2516(bl less shall be effectively draft stopped ypsum lath and plaster, gypswn sheathing at each floor or ceiling. CBC Sec. 1706(al6 oard and gypsum wallboard shall not be . . used in vertical diaphragms to resist K. ELECTRICAL (National Electr1cal Code) forces imposed by masonry or concrete All wiring shall comply with the National Electrical onstruction. Table 47-I ~•- f cripple wall studs are less than 14", 2 . Note on the plan the amperage of electrical aming shall be solid blocking. sec.2518(g)6 <lv.ice. ~pple wall studs_exceeding_4 feet in ,2 • ll he electrical installation is more ight shall be J inch by 4 1nc~ or 2 . n 200 amperes, show panel location 1nches by 6 inches when supporting 2 stories. and provide a single line diagram and fi Sec. 2Sl8(g)6 load calculations including: . a. Wiring method employed. Sho~ plywood sheathing over expo~ed eaves, b. Sizes of all conductors, switches, or other w•ather exposed areas, is exterior circuit breakers, fuses, and conduits. A rade. Sec. 2S17(gl 3 c. Approximate length of service feeders. how a weep screed at the foundation plate d. Provide plot pl~n show~ng ~ervices,. ine on all exteripr stud walls to be all panel locations, circuit arrangement stuccoed. Sec. 4706(el and load distribution on panel busses. f b 'ldi e. E'rovida typical panel schedule( s l. Provide an approved waterproo ui ng ~ paper under wood siding. Sec. l70l(al 22 • Dwellings require minimum 100 amp service. /.specify an approved flashing for exterior Show location of all electrical receptacles. openings an.d parapet walls. Sec. 3208 Electrical receptacle locations and/or ,.. ~ ,a/show corridor width to be minimum 36". spacing is not adequate in 09::M?QcJ li£.~ .;,,,· Sec. J 304 (bl Specify truss layout for JO" x JO" attic 6'u'- acce■s. ,.,- Ridges, hips, and valleys shall be at least one size larger than supported ~ ftars. Sec. 2518(hl -~· o · a str s across ridge beam ~~ ratters. 1 11 __ .• J......_ '9 22 IG\G\ '-'-A-IZ-1~ ''l>ll 2. ~~I.I • • MECHANICAL \ ./ All heating, ventilating,~'cooling systemr .. •·---and appliances shall comply with the Uniform Mechanical Code. b. At least one receptacle shall be installed outdoors, in basements and attached garages, other than laundry outlets. Art. 210-25(b) Show minimum dwelling lighting (NEC Art. 210-26(al and GF.,I'S ~in aqa_:, b4tbs- !29_,gutdoore-+,1iEC frc. iij-] ·~ Note "UFER" ground to be provided (NEC). Art. 2S0-81 PLUMBING (Uniform Plumbing Cod.el ~ Show the size, location and type of all .,,,,,,,.. .... · heating and cooling ap°pliances or systems. All plumbing shall comply with the Unifrom / Plumbing Coda. 'show source of combustion air for furnace r will comply with Chaper 6, U.M.C. Show water heater size, type and r location on plan■• Every dwelling unit shall be pro~ided_ with 7" air heating facilities capable of ma~ntain-Show method of providing combustion ing a room temperature of 70° F. at J to fuel burning water heater. Sec. 1307 feet above the floor in all habitable ~~Fuel combustion water heater shall not be rooms. Show basis for compliance. UBC .,,,,,,,.... installed in bath or bedroom or in a closet Sec. 1211 ....,,,,,:;Pening into bath or bedroom. Sec. 1309 ~ Show minunum JO" deep unobstructed working ~ !:ovide adequate barrier to protect water ~ space in front of furnace. heater from vehicle damage. Sac. 13'10 Note on plans.clearances to be per manufac-~ Show T and p valve on water heater and turers listing. Sec. 704 CMC ~-show route of discharge line to exterior ~ ~../Furnace shall not be installed under any Q Sec. 1007(e) --:: :~;~::Y: •• ~;c~o~o:. u~stalled '" •ny ~-~~~~if;o~r~~~•ide. UMC ,-bedroom, bathroom, closet, or in confined .R_· Note on the plan that hose bibbs and lawn space with access only through such 700m, sprinkler systems shall have approved. unless specified as direct vent appliance, r backflow prevention devices. Sec. 1003 e:~10;~: ~:~nace or electric heating appliance. 24 Shower seal! shall accomodate a Jo•cirel~ • and have a minimum floor area of 900 sq.in. ? how ICB? approval fo~ prefab ~ire~laca UPC 909Cdl ~~•..S. ~-l')(!I T\~J"lfl...,.,...r-', and provide approved installation 1nstructions ~~ at job site. • . ., •• NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls nd Cloer/ceiling assemblies to achieve b Sound Transmission Class (STCl rating ~ walls of 50 decibles and an Impact. µ_:.,a)V \\ I ulation Class ( IIC) rating on floor/ '6''_.,. ~ c ling of 50 decibles. Title 25 'I> t{l,.zJl. .ow how penetration of assemblies for 9~\A"f\'"';' p ing, electrical devices, recessed cabinets, ~\,\ .._-,., ba htubs, soffits, or heating vent1.lac1.ng, l:i~,t,"1"" orl ex!'\aust ducts shall be sealed, lined, ') ~\' o( insulated to maintain required sound I (I~ c,ansmbsJ.on rat:i.ng. Titre 25 ' ~ ~ 262. Px;ov1.de 1.nsulat1.on in walls and ceiling ! ri_i_.J_ td achieve STC of SO between garage and ; I)~,/ ytving area if garage use is not controlled ) t., ~:.ro-I by resident Title 25. -~•~1.. / ENERGY CONSERVA'l'ION . All additions to existinq residential buildings must comply with Title 24 energy regulations. Additions exceeding 30\ of the existing building requires the existing and addition to have R-19 ceiling insulation if the existing ceiling area is accessible for insulation installation T20-140l(c). pecify the insulation R valves ~or walls, root and ceiling. (R-11 for walls: R-19 for ceilings. or provide details and analysis for alternate design. T20-1403 Table A, 2B. 2.✓.---specify tile gross floor area or heated /-· Portions of the dwelling, and the area f glazed openings on the plan. (T20-l430l rcvide an analysis justifying. increasing he single glazed area beyond 161 of the gross floor area. Show method to reduce heat loss to that which WOuld occur with asic glazing. (T20-1402,def.l P ovid• energy analysis to show that the b nnet capacity of the gas central furnace d snot exceed the building design heat lo s by more than 301. (Exceptions: 4 ,000 BTU Hr. output furnace. See also C'lifor ia Efficiency Adjus'Cment.l T24-l404 eon plan that all tranverse ducts, Plenums, and fitting joints of HVAC system shall be sealed with pressure sensitive ta e or mastic to prevent air loss. T20-1404 :,:-:;;!\,,,,,,,~. plan that insulation of ducts shall conform to UMC Section 1005. (T20-14041 ~~ ......... Note on plan that all doors and windows _;;,,-• to the exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. (T20-1403l. ~Note on plan that back draft dampers are required on all fan systems exhausting air from the building. T20-1403 ~~Electrical resistance spa.ca heating shall ._.,;,,-· ~ot be uaed unless: a. 601 of heating/cooling is supplied by a nondepletable source. b. supplements a heat pump system. c. less than 101 of total heating system. d. life cycle cost analysis justifies. T20-l404 te on plan that all heating and cooling quipment efficiencies shall conform to Title 20-Chapter 2, Subchapter 4, Article 4. 751 for forced air furnaces). ote on plan that no natural gas, central eating plant may be installed without an Intermittent Ignition Device. T20-l40S '~Electric resistance water heating is not ~-permitted unless verfied as cost effective by a life cycle cost analysis. T20-1406 ~Outdoor pools with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks, etc. ~T20-l40fi_ • .J. ~ 516,41) RITS•'Oall.M"I~ ~'l'f ~-+,,,le"ll'iWf 0. MISCELLANEOUS Y,show a minimum 2" air space and flashing between planter and building walls. sec. 2517(e) A Specify material to be used under the shower tile. Sec. l707{al !!Q!!i JO Specify lath and plaster to comply with Chapter 47, UBC. Two 3/4" copper pipes must be installed from water heater location to convenient location of future solar panels (City Ord.) Provide sleeves (roof jacks) in roof for two future 3/4* copper pipes to c~nvenient location of future solar panels (City Ord.) ,~Note that solar water piping is to be insulated /u" in areas that are not heated or cooled. .,,,,,,,,;s=ity Ord.) T See attachment for roofing requirements. T~~ plans were r,vi•wed based on the information shown on the plans. If the plans are· in error, or changed during construction, the permittee shall contact the Building Department for review and prior approval before proceeding with the work: 0 Building plans are substantially correct and complete. By: ________________ _ Date: __________________ _ 0 Building plans would be substantially correct and complete if minor corrections are made _::,,• at counter. By: ________________ _ Date: __________________ _ Building plans require major corrections and complete plan recheck, by plan yheck engineer. is requir(d. l. " (\ , _ By, ~~Q:<;,,-..J!l!,.:?$. /~ Date, "l.\'21i\ 9 -Z.- If you have any questions call WV)/\ regarding this plan check, please at (~714)~ I~ We ~ould also be pleased to meet with you, at no charge, if additional assistance is needed. L\V\'r\ '1 2 "' \ 1 tt'Z-TP ~ 4'2 ~ ~~ e" 2 ~ '¼ '2 rp @ / / ~ = I lo::i \2..~ ) = I o 1 \ t..:,+- fl \i6 z,o I ~\9Gr-(QJ\ , G 36. ~o V\ OM. CJ,.--~ 4o9, ~-: ,,. LEUCADIA COUNTY WATER □[STRICT APPLICATION FOR SE\.JER SERV!CL Ovmc1-'s Name .8.lbert Kaiser/1'19r..Y..i.D_J 1n1haJ11 Phon e No. 439-2~g5~7 __ _ Mui l i n9 Addr ess ___ 3.5.1...1 Sea...1Udg_e_J1o.a.d. __________ _ __ ..O.cea.ns_i_de_CfL_920.5..4 ________ _ Se1-v ice Adclre s~~~s:,z/ 1 • --~"-~ ~-( ____ _ Tra ct Description: _ _Lo_L2l.1,_La_.Co5ct.a___So_u_th,.___ ____ _ As sessor's Parcel No. ~ '/, -? Typ e of Building ___ dupJ,~-----No . Units 2 Connection Fee $3 ,000 oo l.ateru l Size: 4" 6" 811 Saddle Easement Connection _{_µre-pd 400.00) Extra Footage: __ @$ ___ _ Extra Dept h: ___ @ $ ___ 2,600 011 Amount Rec'd $2..JiQD---.D.Q_ Ck. No/Cash #ill __ Date 8=.15-SQ Rec'd By S . ..Jtil.Jiamso l_a tera 1 Fee Prorated Sewer Service Fee Total $iiQ~ The application must be signed by the owner (or hi s authorized representative) of the property to be served. The total charges must be paid to the District at the time the application i s submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the ma in collection line in the street (or easement) to the poi nt in the st reet (at or nea r the applicant's property line) where the service lateral is connec ted to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense , of the sewer pipeline (bui lding sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection i s made to the service l ateral. The co r1nection of the applicant's building sewer to the service lateral shall be made by the applicant at hi s expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INS PEC TED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPL ICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT TH E TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRI CT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer servi ce fee i s based upon the date the District estimates that service will begin and covers the balance of the fi scal year. There will bend additional fee or refund if service actually corrmences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information to the conditions as· stated. Owner's Signature Date given is correct and agree~ r /u f: ;,~ 12940 J Account No. L M ·~ VJ ~ ~ \u ~ ~ -,, .""':~ ---• l .,.~Your Jot fiai fieen bulrf uSin, ffii: 6!st conttl'ilctran ' ,)ractlces prescnlly.tommon lo hillside deveJopmenL It l .ts built to drain i,roperly. Customari'.y, v,J-w.n homes ar~ construcled. many trades ,·1ork an the pro;ierly that cou!ct r,,;ssibly alter grades. It is sugge;/u,! .i1ai •.he ,m be c:·::.-::ic· ti}' you prior to award- Ing a lan.1sc,,•,,J cJ1:11.\c/, or ,I you contract for fencing. U COSTA ARCHITECTUfAL The abo•,e fr,_ cr.,11;~,ors arc g-~neraily gunty ot altering. coMMITTE drainage p~ll~rns. We will be happy to advise you prior ~ ~ lo enlerlna folO any '°l!'•ct ii you t-0/kil such intorm,llJo. ~ .,0,, a, APPROVED ' MAR 1 51982 hon, us." (Y~ • , Ii , ., .., I . • ~ . -I ". Jc. ":i-~.. "\_ -, J "" I l I f ,. I.ACOStA COSTA DEL MAR ROAD -:-CARLSBAD, CALIFORNIA 92008 -:-TELEPHONE 714/753-1181 or 438-9111 March 15, 1982 G.M. Brown Construction 7435 University Ave. Suite 102 La Mesa , Ca. 92041 Subject: Lot 213 -South # 3 Dear Mr. Brown: 'l'hank you for submiti.:ing c1.cchitectural plans for a proposed duplex res.idence on the aLJ1.)Ve lot. The La Costa Architectu.ral Committee has reviewed the plans .:ind finds them acceptable .:is D•.1b1:iittcd wi.th t:he follo~:ing r eqt!irempnts: 1 . Complete landscape plans must be submitted for our approval 1vi thin ( 30) days a±·ter start of construction. Plant list must include type and size of t rees and shrubs, ccmmon names, a nd maxirrium heig-J1t of' trees at maturity. 2 . Existi.ng trees along the curb shall i:emain as is and cannot be moved i;,1ithout ,,n:it- ten per.mission fz·om t:he C.i ty ot' Carlsbad and t:lJe La Costa liYchi t ectural Cammi ttce. 3. Exterio.r color selec !::ions must be subm.i t:tcd for our approvt.1.l within ( 30) days after start of construction. Subm.it actual coloi: chips of paints/stains; indicate areas to receive paj_nts/stains: inr'licate color of roof material; roof vents must b e painted to blend 1-1.i.th r oo.f colors . I.t concrete patio and drive .is to be colored furnish chip. 4 . No mailbox o.r slot is indica teil. Mailboxes must be approved for size, shape 1 co.Iur , design and location prior. to installation . 5. If exterior wate1'.' softeners are to be installed, plans .for proper screen.ing must be approved by the Committee; hrine in no event is t:o be discharged into the sew2r. 6. TV c:wtennas I poles, 1.,rj res, etc . 1 a.Ce not pe.nn.i tted to b e expo.sed. There is an underg.round cable te]Qvj s.i0n system .in Rancho LD. Costa. For cons t.ruction ancl other information, please call I,/1 COST1l COMMUNITY ANTENNA SYSTE!1, .INC., 436-340.L. TV cab.le should be joined to your i:ouse prior to land::::cap.inq to protect your investr•1ent. 7. Sunday v1ork is prohibited unles5 ,m err:erge,r,cy cndanger.ing li.fe or property ex.is-1:s . 8 . Construction r:->'.1st comm,:mce i-1i tlun (].) :.'ear after approval of plans; should the one-year pe1 i.od exp.ire, it vli .. Il be n(,•cessar·y t:o resubmit: plans . Please iJ.dvise -this of.f.ice as to the exact date of start of const.rucb.on . llppr oval by the La Costa J~.rchi tec'tur-'!l Committee is not t..o he construed as supcJrsec!ing oth.":!L' governing ordin.:,nc:e s , nor does .it constitute a ny waiver o.f r equire- ments out.lined by the .recorded Co•/ena nt.<;;, Conc!i.t.ions & Re strictions (CCM~'s) for tlJ·i.s subdi .,·_i.s.io:i . J.LV /tc cc : n . Kr,n.e.r., I. noston, M. Zarro Ndncy :Little , CAT!/ ~ KENNETH BAKER, RC.E 1~"76 (/ ' " ~ 1488 Pioneer Way, Suit@ 6 f-1 Cajon, Ca. 92020 679-9333 I 12,. S = L 5 i: 53~~,-z. -z.. 14~ Ope~ 8e • ..-...s@ 3Z c, c, 10 p~(:.. L~~ e~C. 24 Pl.'- /~ ps./- 401 -p.s"- • ::; 47 0 ~ t-(..-ct. De.., -lo p.&, LG !e IJC+ .-z.. co p.S ./- • .. r'J't:r·· , • t use 4. '{...t Z. .=--(..,.. € 3a. ( co..::>\ t,v,-'50 pa~ -J z ~! -:: J'Z5p'-+- S = \" S i: I l.§ f I 00 :: I Z 1- 14 SO 2 •• t-LO ~i" + t ) 4 O • t,Jf0.t.<.-8 ~ l-,6 - -,L 1\44,-p<._.(_ 2°0{_ L,,....,.J o.,.. 11 L-e:,1 ~-:. :is -.c 644X:.~. ~s ~-= t.5,c f44..tj 'Z.. 130'0 = I 9o ::--~7 -;:.. 78 I ..,..,3 us~ 4'1' 14 µ~ .Sp(.+.s , :r::: ""i\!! ,r l O .- f3 c "-..-"\... ) tA /? /:i',r /,: J ~ / ,-{!? 5./. 1 .,-J ~I,-~ C> D,,.,, 11 tA.J -= ~ ~ so ':.. 4 Sop c...f:. ~-=--'f I j = /, "5 )( f ._o ¥9 "-= 4 z_ ,--. ~ 1300 t:::.. ..., :, S ~ 4 ~ox c=t =-3 S ; ~ -z.. ~~ ' 4-0 tJ \£4 4-~4 t:: t,c.{ J 4 ~If 1-1-/JJ}i . . lf-3~~ 20 '7 20 z zucl HI-28-/ r; ?.jl... / e't:1 z.. I U <..... z.....,O ~ \,... 2..e~ .i2+--:J '-x 3z.. x z'r z 7 c-+I& F/i-3G.i£lt.-tl0 wnaJ z[3u2<.)◄..,os _ f C:::.704 fu z.o-3'> F=lr- c... f ~c..4- v'~ = c,.,.7-z_q Y--1rt. • // <7"/5 d5acJ4 ,.-,~ yW~ -p-1.,1 ,-LJ ~=hf ~ %- 6 " t"' /C) 1-/t)l-83 'Z.. 3~ 0 14 .1. J /2-83L-4 --- Lif'~~ t..-)a 11., CJ / -A-= -z..c. sL~c...- V = 4 300 --V--:::: 4-:s oo)zG» :::. I ~s \ .:5 /4,,,a O I:::_ µ,.:/ P•.r. TpJ/~ 47:r ~ D \t...J <.(.... ... C3 la"~d ~ d ~ -N~ C: i' I I L_, Oc.....:) ~ r J:::::-I e;, e, 1z;_.. ~PL~([) ~ ~$' t-u-4-L 1..-,@ -C ~ 39/ 1 7 C. ..S/44!'ec:J t::7~ /✓-:/ /r~/--¢~ ~'/,oftBd ~ 4-; ,z_ ~ '~f4d.. e:, 41 /7- " .. • ... 1 u)/QL(__, 4-I ~/.~; /o-( 6',,~t'I :f C:.. ~-::.. / 7 -V--=-c-ova// :: 3 5...3 I • . A L K P\ \ ~ ~ 'R ,_ I ,, I • C.a.c:11 ~HA L BE OF MINIMUM GRADE I SPECIES FOA TAUSS SPANS AS NOTED BELOW: IDouolu Fit m1v be 1ub&hluled whe,e tt.m--Fir i1 I01cUied.t GlNIAAL MOTIi: ~...,........... ..... I • r ICHOSIZElSs OF ltt.1 OF ltt2 OF CON OF 55 HF tl.1 HF 112 HF CON HF 2400 F 2.100 F .1650 F .1450 F .1200 F 1. ___ ., ... ,_ .... , ____ ~ -ir- T9" CHOIID l?X 6 I I 124 ' 0 " 23'.1.1". 23' B" 2.1'.11" 24' 0 " 23'11" 22'10" 22' 3" t~~~:;'.::::..'!::-:.':°'.::..'!!.':-~ ,, l2X 4 1 (16' 6" I 16' 2 " 14.' 7" .15' 7" 15' 3" 13' 3" 17' 0• .16' 6 " .15 • 7" .14 • 10" 14' 6" Ul:::z::=~,!!'~:..!:."Z,..~i-=.:;.f I. C ........ ~IOL.1720........,~-BOTTOM CHO. I 12x 4 l 1 -124' 0• 2.1 1 .10" 24' 0" 22 1.1.1" 19' 1· 24' 0• 221 .11• ~~""':.~=---· WU MEMBERS 12-, STANOARO OR STUD GRAOE HEM-FIR, 2r3 12 HEM-FIR OR AS NOTEO ON DESIGN . ,l :::'.::::.: =~-• ~•• -----. . ----SPACED 24. 0" 0. C. r ,... r I i: I PEAK JOINT DETAIL A" 2X6 R4. 0X4. 5,T46 24' e• 1. 5 2X4 R3.2X4. 5,T34 17' OM 1.5 a• l 0. 4 l 2. 3 @ OIXIELINE LUMBER CO. TRUSS DEPARTMENT 3420 HIGHLAND AVE. NATIONAL CITY, CA 92050 263-6161 4. 0 :12 PITCH 2/2 CONFICURATION LL+DL ON TOP CHORD• 30. 0 PSF DL ON CEILINC • 10. 0 PSF • TOTAL OESICN LOAD• 40. 0 PSF • • 5 PSF CEILINC REDUCTION TAKEN, AXIAL STRESS ONLV LOAD DURATION INCREASE• 1.25 11AXIHUH TRUSS MEMBER FORCES REACTION• BU. T 1 -1291 8 1 1225 W 1 116 ..... ..... "' , ..... ,,,,, """"""""\''!-~~JS", •·,t·\•" ~--~ i ... : -... 1 :f: I,. : \ \~ nu,,.~/ ! ··-.sr--~-'-,'-··· ,,,,,,,,~.~--···· i ·I ¼" B1 8J2 PANEL POINT SPLICE (BJ2) r R4. 0X4.5,T44 TO 24' 0"(W1•2X3) HEH-FIR TO 24' 0" R2. 4X4.5 TO 24' t• r NO SPLICE R0. 8X3.0,T31 TO 24' 0"(W.1•2X3) r DOUC-FIR T2. :S/4 TO 24' 0" r T34 T2. :5/4 HEN-FIR TO 24' 0" TO 23'10" OFF PANEL POINT SPLICE (8.11 .R2. 4X4. S,T2.5/4 TO 24' 0" r Symmetncal Atiout Cenlertane fill NO.; DAJI; ,u:,.: T -24-4. 0--40• < 24 l 2/2 .1/2868.1 6-2:5-78 SC OH.IY: Cit IYI T l/1 Tl!UIWAI. COHNlCTORI I A·l."f'111 ti pm,o .... ty IO 11-.1 II go. 11 gol,oNed --Md••--M _, OKlln .. 01CATl llll CW l'UTI IOj -•• ~llnClc6!Nllfp,.&a-T}:IMiefh,-1111n.,,1r·,.•1"q r.-.,.~_,,. ....... tO''LH''o.c. ......... ,1n1n1. LUMIIIII: lhalNOIINIWrMffil".S.leipeoetM,....,I00141•'-IMf ~ (lfllkeled.., p,eta .,_,: 10 *Ill~ tq In., .10''1 )I'' long. T..t'I we~ 11i11110 pw hQle al .H "L71" O,t. HcNt Wt In 1n1. be wbMI\IIN --• Hein-Fir II e,peo'-1,1 f'H·Ptitt (W"Cllca\eel 11y P'* "fVrO. 61 I~ "·1000 OOMMi11Gr wW'I..,,.,., ... d NW OI ... lh and hGIM .,...._, tf.,_1 -Q" ~ II 9r1. MD~ M afltlll a,110 ... ,Olllt0ttf~:~11heibll0u~on&!Gltlf.c.1Gt~and ... 10lhMl'C.,.._nt~~•lh~~IM~~---•,.,..._ -.-t,OI balk 0.19' v..._.., ... I.C 1.0. AAttl07 11"111 Mt 1411, . -- .... d~i... TRUSWAL ~•'V.4.~ SYSTEMS 1 _s,gnode com_pari , Ql .. AM. MOHi: I"'"""'.._.._.,..,_, -. ,. ~ • .,. ...... ~----•~QWWXQ I. ,...,_,,..,.,..,e,'11111..,.,ID, __ ..__to,CN loM....,....,.,,.....,._, ). Dt191 ......,... • .,., ~-_, t.ie1 .-i ~ ...,Clftfflift t, 0tt9"........,.. IMerlf•:, Ill J' • "Z.,..c:NIM.11' • NfoOll'C,Wtl :. 8-.:t.-:=:~~=--.... ~ ;HAl l B_LQF MINIMUM GRADE & SPECIES FOR TRUSS SPANS AS NOTED BElOW: (Oou9l11 Fir ma ,o·s,zE( S • OF 111 OF 112 OF CON OF ss HF Ill HF 45' 11.. 46 ' 5 11 45 ' 4.i 2X 4 31' 7" I 30'11 " I 2B' 2" I I 29' 9" be 1ub1llhUld Whe11 Hem.fir ii IPIClllld ) 112 HF I CON HF 24~0 F 2100 40' b" I 4B' 27' b" I 25' 0 " 32 ' 8" 31' BOTTOM CHO. -..----,. Adil0,lt\e·~-~-2X 4 48' 8" 45 ' 6° 39 ' 9 11 32' l.11 43' 6" 38'J.111 34' 0 " 27 ' 3 "'T'!;I u "'T"'T -........ -i.,;;iat,~;-.. ~--.;-.. --;~.,_,.,._ .. " 4<1' u ~ --... ~ WEB MEMBERS :lw◄ STAHOARO OR STUO GRADE HEM-FIA, 2>3 12 HEM-FIA OR AS NOTED ON DESIGN 10. Lone -~ ... -•-•' _ • 1 LATERAL BRACINC REQUIRED FOR SPAN ) 31' <•> 2 LATERAL BRACINCS REQUIRED FOR SPAN) 42' <•> 2 LAT & 1 TRAN BRACINCS REQ'D FOR SPAN) 43' SPACED 24. 0" 0. C. 4. 0:12 PITCH 4/4 CONFICURATION LL+DL ON TOP CHORD• 30. 0 PSF QIM ENSION "C" r- ,.. PEAK JOINT DETAIL A" B" ,.. 2Xb R4. 8X7. S,TSB 48' 8" 3. S 4. 8, s 2Xb R4. 8Xb. 0,T5b 42' 0 " 2. 0 4. B, 5 2Xb R4. ex~ 0,T4b 36' B" 2 0 4. 0, 4 ,... 2X4 R4. 0X4. S,T44 32' 8" 1. S 4. 0, 4 2X4 R3.2X4.S,T34 24' 0" 1. S 3. 2, 3 V," B2 ("' PANEL POINT SPLICE (8J3) R4. BX7.S,TS10 TO 48' 8"<W3•2X4) R4. 8X1. S, TSB TO 42' O"IW3~2X3 ) r R4. 8X6. 0,TS6 TO 36' 8"(W3•2X3 ) NO SPLICE R3.,2X7. S, T2. 5/8 TO 48' 8 " IW3•2X3 > r R2 4X~ S,T25/8 TO 36' 8"(W3•2X3 ) r Sypnetncal . About ~nlerkoe OFF PANEL POINT SPLICE 182) R~ ex~ ~RN3. 2 X10 TO 48' 8~ R~ OX~~ T46 TO 42' 0" R12X~ ~T46 TO 36' B" OFF PANEL POINT SPLICE IT2) 2Xb R4. 0X6. O,T4b TO 48' 8" 2X6 R4. OX4. S,T44 TO 42' 0" 2X04 R2. 4X4. 5, T2. 5/4 TO 32' 8" PANEL POINT SPLICE (TJ2) 2Xb RS. 6X7.S,TS8 TO 48' 8" 2X6 R4.8Xb. 0,T56 TO 42' 0" 2X4 R4.8 X6. 0, TS4 TO 32' 8" NO SPLICE R2. 4X4. 5,T2. 5/6 TO 48' 8 " R2. 4X4. S, T2. 5 /4 TO 42' 0" !._2. 4X3. 0, T2. 5/4 TO 30 ' 0" TJ2 81 BJ2 PANEL POINT SPLICE IBJ2) R~ BX~ S,TS10 TO 4B ' 8" R4. 8X6. O,TSB TO 42' 0" R4. 8X6. 0,T56 TO 36' 8" NO SPLICE RO. 8X3. 0,T31 TO 48' 8" DL ON CEILINC • 10. 0 PSF • TOTAL DESICN LOAD• 40. 0 PSF • • 5 PSF CEILINC REDUCTION TAKEN, AXIAL STRESS ONLY LOAD DURATION INCREASE• 1. 25 HAXIHUH TRUSS HEMBER FORCES REACTION• 1680 120 W 2 -1306 W 3 988 T 1 -3963 8 1 T 2 -2666 8 2 R3.2X10S R3.2X9, 0 R3.2X7. 5 R2. 4X9. 0 R2. 4X7. S 3760 W 1 3760 HEH-FIR TO 48' S" R3. 2Xl05 TO TO 48' 4" R3. 2X9. 0 TO TO 40' s• R3. 2X7. 5 TO TO 38'10" R2. 4X9. 0 TO TO 36' 11" R2. 4X7. 5 TO DOUC-FIR HEH-FI R T310 TO 48' 8" T312 TO T38 TO 41' 10" T310 TO T2. S/8 TO 35' 0" T38 TO T2.5 /6 TO 26' 5'' T2. S/8 TO T2. S/4 TO 17'11" T2. S/6 TO 48' 8" 48' 4" 40 • s• 3B ' a• 34' 2" 48' a• 47' 4 • 38' 0". 31'10" 24' 1" SPAN <: <42'0" 42•0!' ~48'8" 48'8"<6010" ao10"<101011 ..._ --. . .:;, ..... . .., ...ad~ .... 2x4 2d 3. 25" 3. 25" 3, 25" 3. 5" 3. 511 •• 5" s.011 5.011 ,,,, .... ,,, ........ ,"~!~S '• .... .:'\t.··~•" .;· .. (.,,~ lff. ,,. i~\-i ~. uu •. : J t · .. _,. .,~t~ l '•,.~T i-~•·· ...... :~'!"•!'!'' . frLLIOO · T _49_4_ o-40• 124> 4/4 '".nwALCONNlCTOMt11-s.-., ... ., __ aon1191.11 eai,ano,ot1..,.......,_., • ., __ ,._, D1G1T1WOCATl11Z10,runw110CH1a. TRUSWAL .. ~(iroc.eae4by p, ... ·r,•IIN&flp-, 14ln., .t2''1.41" 1Dng. r .... .,. punc:hld lrllOpe, hot.et.10''■.15" o.c.Holiliearetn lne. LUMalllJ: St..-Nof~9"110tl apeoMMftCIIIN.(Orowal,uf•IMr OATl: 1/22/81 !U!!ill!I __ .,,. ... ""1 : ,o ............... \O",.:,Z-· ,.,., ,_., __ ....... -.. .Zl "L71" .... -... ,._ .. --· -··•--1 ~~--....... -.;.SYSTEMS . 8-2~-'?8 OM . ~ IVICIUl.0 by,,, .... '"AH7: ••• ~ "-toOO COMeClo' 'Mlh I Wtty ltwd ,0-GI_.,. 11'4 tldN o,riMO. ttSutla ·a-~ 11 91· MOC:11. \NO ,. --· .,. 20... • ~T..-.: iu:,.. 0€1. ■Y: · CIC. IY. ,011TtOM&HO:P11111"'610t1oc.&1edonlm4hfac"d """'l'ltP'acedt0inw,.,..,w,eonoc1tMlft,:afftetQt'We.~__._ .. ,...._ ''°' o.11e °'9"'911 .,..,.. ..... 1.c.10. M•1101 en11 M •t411. a s1gnode compi ny T4/4 --------··-· -----------------------------~--·-·· • -·-• •• - l.: ,. !.' I, I ll ., ·! -.) FOR LUMBER REQUIREMENTS AND JOINT DETAILS NOT SHOWN SEE: T-48-4-42 (4/4) Dated 12/1/74 'STUBS TO L/2 -10" FROM SPANS TO 481-0" SPACED 21-0110. c. T-48-5-42 (4/4) Dated 12/ 1/74 I -48 -4 -40 (4/4) V v V V T-46-4,o-4o ... (ZA) -4/4 V v ~,0-....-....-,__,- R-3.2x12 -47'-611 . R-3. 2x10. 5 -361-011 R-2. 4x10. 5 -281-011 R-5. 6x9 -481-011 R-5.6x7.5-36'·011 R-5. 6x6 -281-011 ~- 5041 10101 (5321) (9241) (281) ~1.. (420#) 47'-811 ~.t~t --------- 1 i I I I ,· I I I 11 I I I I 1-1/211 For plate size see Detail above With Vertical Web-See Above Detail Without Vertical Web R-4.8x9.0 To I s•I 4/12 To+-its112 411 Stub with 2x4 •• (4/12) 011 Stub with 2x4 •• (5/12) J-_ ·;;, 11-10" Stub with 2x6 •• (4/12) 11-5" Stub with 2x6 •• (5/12) Bottom Chord panel ess ~ j ......__ Ellminl!_te Web where Wl"' ' ~ R·l,h3 than 101-0" ------------~+r-Ji-:::::,_ ....._ ---....._ ::::::---,, r.:rr~ ~ ' L--------., R-4. 8x7. s -461-011 _____ ..,. R-4. Bx6 · 361-011 I Stub L/4-tl" to L/2-1011 Stub to L/4'·8" 1-Add R-1.6x3 when Stub greater than L/6 Date: 12/1/74 Stub to L/2'-10" ~ prime quality galvanized aheet steel (20 gauge unleu oth~rwiae noted). ,...I F,le No: ST -48 -4 -42 (4/4) -< I RO~JEL BARBGRIP CONNECTORS, 5000 SP.ries tt (Indicated by the prolix R) are of ;\el.: R-S-15-1 Des. By: M ___ Ck. By:~~i,··· DIGITS INDICATE SIZE OF PLATE IN INCHES. 1•-10'.'.J!/_!2) 1•-s" (5/f~l POSITIONING: Plates ahall be localed on bOth laces ol truu and shall be placed ,o that centerline, coincide with Joint ccntetlines unless othe1wi1e noted. 11For Basic Des_ll!n Values, SEE 1.C.B.0 .-R.R. •1469 FORCE DIAGRAM l c::~ -0 .., e, 7 "' t .....:: , .. ~t.l ~d 0 1 RONEL BARllG,'UP SYSTEM A 4{@~~:ID.r COMPANY e. 7 ~ r __:::_ lU~~!:R SHALL !F ~ ~HS:~!:.'l-l_GMl>E & SP[C!E FOR TRllS~ SPANS AS NOTED BELOW: (Docglu Fir may be 1ub1tltuted where Htm•Flt h specllled,) :-'Of'CHORO uRD 11)"~-so.. STR so.. sn.. DNS. No. l No. l DNS. No. 2 No. 2 CONST. I so.. s-ra. No. l I No. 2 I co_ HST, I • S!Z.! DOvG f!R DOUG RR DOUG. RR OOUG. RR oouc;. flR DOUG. Ft'!. OOLJG.FlR HEM-RR HEM·RR HEM·f!R HEM·flR 24'-ll' -· . '.:'xG 2-1' • fl" . .. ~x-l 24' -811 H'·ll >.rr:"CMO!D, '2x-1 l ~j I I ?.:l•-0" :!xU 24'-8" ~4,;n• ~ 2a1 -0-11 !!IP SET TO 24'·8" HIP i1 SET BACK e•-o" FRO~! F.:--0 \\'Al.I. IIIP #2 SPACED 2'·0" o. c • i ·,•:rs ~!EM3ERS I ~•• STA:-:D.~RD GRADE HEM-FIR, hl '2 HEM-FIR OR AS NOTED ON DESIGN 718• I s:ns, l. Ail br1cb.g. tcmp)raty and purr.1aenr, ro resist I htt-11I forces "' be de.signed ind provided by othcn, 2. Oaig?l assi.::nc.s h rcral bu=i'1g .at m1ximum ,• .. o• o. c. Top Cord ..ad 12•-o· a.mom a ,ord unless othcn<!Je specU!ed, J 3, ~ Coo~uous u 1eul !!racing as lho"n * . LOADING DIAGRAM LL+DL/Roof = 32 psf DL/Ceillng = 10 psf • a • ' 15% increase in allowable unit stresses used for short duration loading. • (5 psf ceiling load reduction taken on Hip fl only) :!'-0'1 llip #2 R-4. 8xl2 Hip #1 '---::: I R-4.8x7.5 Hip #2 R-2. -tx7. 5 ' ___ ,r,---...____ ~ = ---~~ · -··· --2x6 · ~:.,l---R-1. 6x3 · ~--~i2 W': -· . -----12 --~----'. : ~ver 4/12-~ 8":' ~--.,._ -~-:::::-7 4 or higher ..,.......---::....-L/20+ I ··---=::::::----1 ::..----:::==J:.'"tch 0l: ~ _ _...--:C::: -~ i • j -----~ _ fop Ch<>,<l -~ i-., , .. ;,,;., 4 o.o~k , . . --..... J···---------'...:."-----··• . -' -~ ~ . .. '.:'.-:; : l :1.• -· 2;:i ;-~ 2~6-s·e--; Chart _______ r~- .....k.~, ---v -------R-3 2x7.5(NoSpl) l /4" ·--l,6x3 • Alt. Sphc,, R h6 BC R·7.2x9' i L .. 2x4 BC R-5. 6xl5 NS I •-... e•-011 _____________ _ 121-411 Max. . _____ _ L/2 = · :·: ·.: l \: • \'1 t l · ,•111 t• r·l 1 ~:, · CAI\JnBR TO 3 /811 R-4. 8x12 Hip HI R-3. 2x7. 5 Hip #2 } 2 / l ,' 7 'i ~lltld1U lfdt:yp,1fl11 'T1· 11etthMtaq.W1,,,1J"'a '1"'1ong. TNth 111punct.ldtwcperhott11t.10"'a.26 .. o.c HolNatt iflliM. 5420#T 4 2 51-I0#T ..J:::---.:::::---,___ l,j S4401~- ---,r- = FORCE DlAGRA.\1 C ----====::::h a --#- I00IJ• t---1 ,,..-~:---,__--_. . . . ~·-·.,,,,,c _,-.-:--~ --...,,-;_ -~ / .,,,-. . . . ---- POlmONINO: "--• ahal ~ toe.It<! on DOU': a.oN of NII #Id pl.ad ·"·~ oolrdde .... lo-1 ~i.-...... ~ .. ~ D!OITS IIIDICATI SIU 0, "-All INrr.c:Hft. ~ 11 · ~ 4 ·\ -4 '! ,, 1 -N 2 I 1111U5"'""'_ Cl>NNECTOIIS It n-s. T 111• of p111"n• qv"lt) iu .,,d ti u•. f g.r111■Ak-«1 ihNI .. ,.., end.,. tJi1tlng:.,!ahltd II to1&ow1: • I ~~ '"'°~ C,,, or•fl11 .,,..l," M<tlh P.-tq. lft.. .JS"' •Ar lont, T•olMlhp• hOle.)l"' o..c.wlthho:.~to"fro."fl~~. R-S-1;-t ---~ ~. l ( C, r. ... ~~hnd,cettdbyp,1fl.11"'ft''):10i..thp«w.lft,..10'"•.l100Loft9.THlttMt pontMdrwope,holeA.lt'"•·7S .. OLHolH•f•lnNM. °'!,f!}.~ :: .. ,._ •1• •PNill R,50IJO-=e""*'°'' wilh .w,y thud ,ow of t"lh ,nd hnl•• omkt■d. t ---·· f Suf!'" aG'" ir'OCll\ff 11 OL tlOck !Md Al 0tri.tt1art 200L •:f"cwM.:M.-or, ......... .,,,.. ,c no Hn,rno1a,w1 Art •HIN ANAHEIM DETROIT ATLANTA 1 · I ! M·filP B~AM FRAMING AND smZING DfEiA~lS r HIP BEAM SIZING CHART Noh:: Dutch Gable Shown Hip Framing Similar Hip Beam -See Chart !or Size _______ , ~ ; / L,dgor-s .. s;h,d,h i'. -j . •• • ~~r Required Nailing :::::> .......... TYPICAL BEAM SUPPORT DETAIL Note: Outc:h Gable Shown lllp Framing Similar Note:· Al\ Hip Beam material to be 1500. ! Induatrial oc Conatruction Grade, LEDGER NAILING SCHEDULE Number o! 16d Nall1 BEAM SIZE Required to .Secure Ledger to 'l'ruu 2 X 4 · . 3 2 X 8 . 5 . 2 X 8 . 7 2 X 10 11 2 X 12 13 3 X 4 4 9 X 6 8 3 X 8 11 3 X 10 13 3 X 12 17 4 X 6 8 4 X II IS 4 X 10 17 SETBACK FROM END WALL 61-011 or Leu 71-011 8'-.0'1 9'-011 101-0" 111-011 121-011 131-011 14'-0" R00°F LOADING 25 pat 2 X • 2 X • 3 X. 2xl 2 x I Sxl 2 X 8 ·4 X 8 3 X 8 2 X ll) 3 X 8 2 X 10 4 X 8 3 X 10 2 X 12 3 X 10 2 X 12 30 pit H plf 2 X 4 2x• S X • 2 XI 2 x I 2 x I 3 XI 2 X 8 3 x I Sxl 2 X 6 2 X 8 4 XI •x• 3 X 8 2 X 8 2 X 10 \,,, SxB 3 X 8 2 ~ ~o 2 ll 10 , 3 X 8 3 X 10 2 X 10 2 ll ll •xB 3 X 10 4 X 10 2 ll 12 3 X 12 4 X 10 4 ~ 10 3 X 12 3 X 12 ~ '('JH I -~Hi i-.. .... A -----~..+----- flLf NO : Ht,· flAMINC Of TAILS /4 EXTENDED JACK TOP CHORDS 0/ ' \ --. SECTION A·A 8 COMMON TRUSS ---' PORTION OF EXTENDED TOP CHORD ,---A---. •• I I A ~ :::> a: ~ "-0 w · 1~ q "-io 0 ~ ui 0 ... _., HIP TRUSSES SECTION B•B HIP RAFTER SHAPED BLOCK I SECTIONC-C ALTERNATE FRAMING WHERE HIP RAFTERS DO NOT MEET AT COMMON TRUSS TRUSWAL ROOFJACKS l I ~~ PLAN .A~~llai... HIP FRAMING SYSTEM 8 ·T.RUSffiT.AL I REF.: s DES.IY:JN CK.IY: I TYPICAL HIP FRAMING DETAILS ~~~°'~~ _J 0A If. 10/ ll / 79 '►IAX!MII~ RlFTFR HIO ~IOT~T ~PHIS SPAC !: Ll~ITING CRllEijf.ll l'l•L ·2 ---------·--··•·· •·• · · ··-· · · ·• •······· · ·-· • ·· ·-·--T-31,-· R· 1.-6x3 ·-··••·· · -----------c: 1.25 (FOR CEILING JOIST RF~l.O, CSia1 0 0) ----···•·--········· __ ll•F8tllF•S _____ ··-... . ·-.. -----·-··-· ------- OL>:1 0 S•LL ·-5 .... L •a _______ . _____ SLOPES<~! _I 2 ____ ,LQPES>~.4 tJ ~--•LL. ~LOl'E s ___ J:EtLING .. JI) IST ---------= OEF w=LL w=LL w=LL+K•DL W=LL 38Q•~•I OEF<:L/?.QO DEF<=L/180 OF.F<:L/180 DF.F<:L/240 l'AOJ'ERllF.St •·•· ;>111;· s=3·:oti-,-·1=-s:3·~ ... ·-····-------------------- ?i~, s:1.51,3, t=20.1q1 --~F: \ 0 _I 5 __ ···-' ___ K: I.• O _____ _ •••••••••••••••••••••••••••••••••••w••••••••••••••••••~•••••••••••••••••••••••••••••••••• ·-···· RAFTER IIAFTF.R SLOPE<lll12 SI.OPE>:4112 CEILING JOIST I I lri 1 -------·-·····. -----· -·-·-··· see chart !or maximum spans and respective lumber grades LIVF. LOAO ====> 2n.0PSF 2n.of'SF 20.oPSF 11,.nPSF 11,.of'SF 11,.0PSF I t.o.oPSF J...:::_ -2~4-st~d-~th-T--:ti, R~l.6x3 • DE.AD LOAD::::> ll.OPSF IS.Of'SF ?n.nf'SF 7.0PSF 14.0PSF 111._oPSF 5.0PSF (notrequirediltopchordsupported) TOTAL LU.lD ====> ?11 .0PSF 35.nPSF 110.(11-'SF 2J.OPSF ~!l,.~P~f:. ~-~--~t>..~f.. --'~--o~s~-------·--· ·-----·--·-···· ····· --······ · · · ·---·· ···-·······---·-···-··· ·--·--··-· --•platessizedlorhandllngonlyandmaybe SJ2E GRADE E F~ replaced with any equal fastener ~XQ ss OF I.A 2100 II' 1• 7i s• 7i 1• _____ qi e• -7i10• 7i s•· 2Yll. I I .. DF ___ j ,8-·i 7511·--il·•-(·•--7 ,---5•--7 ;-t • cj-;~.,--··=,·;·1·0;,·--,-; ·5• t O; 3 • ··10 , .. ]■--------· ···-----····--·-. ·-···· q; l I • 2XQ •? UF 1,7 11150 A' o• 7i 3• 7 1 n• qi 5• 7i 11• 7i 3• 2XQ t:ll~ llF 1.5 IO'il) 7' s• 1,i 11• 1,• 2• si 2• 7i 2• ,,; 8 1 ·2xu-o-iiF ···-1, 5-·· 1100--,, ,-";.---s r·ci•---s ;-s" 1 ;-2·•--·,,-,-3•--·s•-q•- i 2x4 STll{)OF l,5 11nn t,1 1,• 5'. q• 5i 5• 7~ 2• t,i 3• 5~ q• '2lCII STU-OF 1,5 t,nn 5' 7• 5' O" U' n• ,,, 2• 5' 5• 5' o• 1 c?x11 ss· t<F. ---, .5 ·11,sn--1-,-·ii•---.,.,· 0 11·--b,-A ■-----,q;-i .--p-~•--, ,·-·o•- 1 2x u 11 HF 1,5 1uon 1• s• 7i o• &i 8" qi 1• 7i q• 7i o• 1 i :--~ ~N ~~F-l : ~ ·1 ~ ~ ;--l,-:--; :--~-:-H :--~ ~~ :----~~ :--+:--i~--~ :---~ ~ ! ~ :-. 2 XII tt 3 ti F I , ~ f, 5 0 5 ' I O • 5 ; 3" 4 ' 11 • I, i 5 1 5 i 6 1 . 5 ' 3 1 ?XU STUOHF 1,2 ,,51) S'IO" 5; 31 11i1t• _____ -,.1,i 5 1 5i 8" 5i 3" 2X 11·5 ro··•ff-i . r· u 1-;--5 ,-·o .--ii ;-t,•--11··,-t,r 51-;;.-,---4·iTo•---II i-,,.-· II; 5• ·-7; 5•--- 7~ 5• ,, • 5. q; II•----···-----.. ·-··· --· -. - q; II• II; IO• -·,; · 1,• f, j 8. I,; 8. -5 ;-·11 .--------------- 2Xf> SS OF I.A 11\00 12' q• \Ii A" 11•· 2" 15; 21 12; 31 11; 81 l&; 1~ hi>-11 i-OF ___ I .11·-15~6--i2rq·•--iT;·B•--11'2• ,·is 0,-.--1·i•-j•--1 f•il•--. s•Tt'ii ;,xt, •l nF 1.1 1~5o 12• b" 11i 5" 1ni 8" 1ai o• 12i o•· 11i 5• 111;_ &• 2Xb 13 OF 1,5 72'; q• !I" 11i 6" 11i 1• _____ 10; 11• · qi q• ., · ai 8" 11i o• ?.·xt, -S Tiiooi:-1, 5·-·1 ?.5. --q ,-8 ,,--A·;-11·•--e·r,:·•-i(i7-8·•---q ,-ii•·-·•-:· ii ,-8 • ... --i fi-o•---- 2Xb ss HF i,5 1400 121 o• ll; o• 10 1 t,• 111i J" 11i 7• 11i o• 15; 2• 2 X b II I ti F I , 5 I 2 il O I 2 1 0 • I I ' fl • 1 0 ' 5 • _____ I ~ i q • 11 ; P · I I ; 0 1 I 4 i 2 • ;>x b -.,2· HF--i, Q -, 0011--(1 ,-5•--fO i-2•--·9·•-6 • i 2,-7"--I ·i-1-;,•·-t O ;··· 21 .. ·13 ;-o •··--·-- 21 b I] HF I,?. 575 ij' 6" 7i q• 7' ]1 qi 1,1 8; q• 7i q• qito• 2X_~_~T_1Jll~~--I-~?-~~ A; 11• 7i q• 7' ]• qi&" ll' 4•---~-'.._q_~ _q_~_IO• ______________ _ . I -···-·---··-------···---·····-··-~ t:J VAijfAil(E'·(11ti--···cst:l;25··---------------------------------TAUSWAL I l\l?.?./11 LL OEF=L/240,L/l110 I AONEL j I \. S•?'i•'i ;/ VVV IIAF~fl4"1,C1tllq77\,/)J I VARIA8LEGIR0£11~UISTOSU,PORTTIIUSSS,ANSASTA8U\.ATEOSELOW II U 4 31 (4/4) VI 8 1'5 t ll/!fl/17 BC I II HI' 1•1 o, H 4 QENlllALNOTU: . I ~ t~ ~ 1 Mulllple Memben: 111 TOP chord 1t1d ..-1e w jolM GIRDER . CONO f 1 lolllll GtROl!R TRUSS 'CONO ti 1 M8R GIRDER TRUSI! . '. 'CO!iO IU 1 HU GtRD!R TltUU ,_;Ith lfd nello oCogge,ed II IZ" o.c. lbl lonom ohordo IIEOUIRED ' • ' i?X 8 AOD•ON TO IIOTTOM CHORD ' !•!X II AOO•ONI TO lie CHORD odd-ono,obe)olMd-h 1BdNll1111gge,edl1.C.uo1llr,g1.en UCT,4-A lfC.A·A ATTACHED AS SHOWN SfC.A·A ATTACH!O A~ SHOWN . du11ered11Cpenelpoln111"l111hownonchert. TOP 2. ltaclnt: TemPo•erv lftd per .... nlNII br•dne IO bo CS.ol~n CHORO .:::::, end provlCMd by Olh0t1. ,10.algn HlllfflH IOp thord llllrl 0 ~ ,..r ,, 1 ur "A1ur'fu ~1,c. 0~ ,..,. -,; 1 ur .,""'''-'"'\J o• ~,,c. :li!:li "r • \ Ur' .-..""1L1Au o• SIZE brtdng et maximum l'-0' o.c.), ' lZ 0• i!I' 3• i!I! 4• ••• i!XI ll 311 0• ]Q' 70 _,. 10 £~11 -,11 'ID g• -'11" 1 • ♦♦ 8 2X• "" 3. H1no-: A,1 lo be 11J1d 111 eccordellca wilh ,..,..alw 11' 01 19' t,• 1!0 ' f,• ••• 2X4 ]3 ]i! !1 1 ]I' 2" 4" 10 i?Xf, '!!I 36 1 j!• 34' '!I" l" I ZXII 12 diolgnload11nd1<1PPo'1ldlNelaplllt.+ ♦llldlcoHobolHI I 14' o• Ill' o• !&'II" ••• 2X4 311 29 5° 211' 4' 4' 10 2X6 !19 32'11' 31' !I" ]• 7 l!U 78 ~';!'.:'~u~~~lrd1t1MmblroohillbeofrNnlmu,0QraC l'!1 o• Ill' II" 11' 71 ••• i!X4 3'1 i!fl 10" 2~'10' 4• 10 2X& 63 30' l" 211• ·• 3• f 2XII 83 a~d ,po:~ 11110114 In ropectlve Supported lrue1 Span 1 l•. o• 15 b" lb 4" .... tX4 41 2• 7• 23' 'I" 5• 'J 2Xb !,8 27'10• ZI>' &" ]• 7 U6 8' colum11 1unllNOlhetwi111h-n). , 17 ' 0 • I II ' b • l'!I J" • • • IX• 4 G 2 2 8 • l 1 ' I I " !I" 'J i! X b 1 l l 5 .' 'I• 2 4 • f " l • 7 i! X f, • '!I DESIGN LOA.DINO: -,. •• ..., ...... -. .. -■ ""A•.,. '"·• a ........ •• ,., .... •-i.-•-.• .,. • •w1. •nn. JL'pef.LL _11_~.11.L " , 11 • < •" ' " l_.1.!.!_ C.I.L • • Whell C.S.I. • 1.21 LL redu"d per U.I.C. 1878 Sac. 2>0I ........ a, 1,,i IS 7 !~~ !!:.. (101ddutlll!O«tiiaorl BOTTOM CHORD AND 100•0" SPLIC! JOINTS TO BE STAGGERED ON ADJACENT MEMBERS, LATERALLY BRACE TO ROOF OJAPHRAGM "~!RE INOICA~!O ♦ R-5. 6~9, T-58 R-7. ~xl2, T-71,2 RN-9. 8xl2 • Cond, 2x8 1/4" I R•3. 2x7. 5, T-38 J 1.,20,. L • 2 ••qua! parw\:< A S\'"1Ml-:THIC'!\I. A BOI T CT:-.TI 'lll.1:>il-' 4 MAIIIHUM CONO t It. 2'1] ,.. 7'111 ,Z■ ll:51 P3• 101' Ut• •!1'12• U2■ •llll6 Ll• 562!! Li!• !IU5 WI■ 13'7 WI!■ •211l W!■ Hl3 R•7,2x9, T-710 COND 11 & III T•SB Girder SJJ.an -See Schedule ,oRcts CONO lH 11 ■ on Pt■ 150 Pl■ llt • P3■ 1437 UI■ •'l!IU uz■ •5935 LI■ '9105 1.2■ 910!1 HI• 1316 WZ• •lH2 Wl■· :U5• ...--Ul ~1 ~i i i T Pl P2 'UNO.; G .. 24 -4 -37 (4/4) VI ::":o~=~:ac~c::.::~~J':.~-;;:::~~;.v.2_:.~~~:.~.~:=~=;:::::-.:';:';;:t_v::!n".,-:':-'.!. ==-~:.:::::=.-==== TRUSWAL ANAHEIM OATI: 8/9/77 ~P'Lll•tlAd<ct1Nt,,,pr•••-o-f "'"°',,., .. 11111.. n -•.Alrkl"f r •• 1 .. 1P1pe,l'IDI• 11··0.,.•"""°'",.. .... 4~htftON.,.._ o:osr1•oecAtll:UO#P1..An•1NCJ«t. · RONE L DETRCMT lt[f,: S-15-1 OIS.IY: RS Cit.IV: J R-~1,nd,otedDtp,•l'i•·· .. ··1·10.._,hp•IMI lft,,.I0-1.ll .. 10n9T•htttP..l"ICNllfwO"'l'lote•.Jl'"•.ll .. oc.HolM11el11Mne. 154.lfl.l'"G~llldlUltttlg• MOOIIIIM4A:ION'IN2011 II•--------~ ATLANTA • R:4 $1f+".tftt9«:lM .. ,M)000011rwc10,1•.Cl'lt¥9f"tl~df..,OIINll'le,tcf l'lllle1om.NII, ttfotOHICdiN9'¥MA, ... lC8.0 Nl•II07.,._.IUllt◄et V"l':"'1{"',,/'J 1 1 :._: .-.lt-T.-. r R•2, 4x4, 5 . - Not•1 Vei:it hlock■·may be omitted where no vent 111 required i n-2. 4;c:4. s V;,rk~ L ~ C'u1,,u1 l11r :l~~ luul n111 I x·I add-on "·ilh U-d 11uil-' u l 0110. r.1 (Ii,· h111l 1h•r) 111 I(( Sl11t1" ( '11t1111IH ll1•1w,1,. For 2i.:~ OutlookPra ALL LUMBER TO BE: STANDARD GRADE IIEM-FIR OR BETTER C'ulout for 2x~ la i<I rial ''On S111ol" C'u111u111 Flle No. GE • I Date: 12/ 1/74 Hcl: R·S-2 5· 1 Du. By:M Ck. By: I . lllUIWM. COHHICT<Mt ti "-1. .,,.,, -' ,,.,.,_, .,.u,y 20 tni11111 t•• f tll'tl'tnlrM lh.c •Ml M4I .,, ._ltwa\MIM411 N toao.,: ~(Mic11M.,,-1a."T1:IIHUl,..,111,""-.,1r"tA1•-. T .. 1Alrt(llllfMM411twe,,_MMIM,1ra.H••·•· ...... .,•IAh. ~tlftelk •INlilotP,tAa .. 0,:41ie .. h,-1111,W.,..lt"1.Mr .. ne, l••M-e1h,,,.,~1.Jl'"t,&.wklMNt,_.1t411IO"lttfflonttf'IIOCNt, A ,C,00j"'4lo ttd ., ,, ..... , ..... : 10 .... ~,-... lft,..10"' 1 .»·•ne-'""' .,, p!i,U\CNd ... ,., NM ... , ... ■,JI ...... He&Nttl , .... 'AN-s ,,1n .,, 1p111:;l1I ll·IOJO GCU'IMdtU ··" •wwt 1Mt411 ,.._ ., , .. , .. 1M helu t l'nlUtC. ..... DESIGN t'OR TYPIC'/\1. GAnt.1•: END TRUSS UAIU.1-: t:ND THUSS 1)' ~-18d no1l11 (iwb\e t:ud llr111•l11i: ,OIITJO_,,,_,_.,.....,.,. .. _,._.,_..,._ NM~~_,.jwlc__,...,..._ ....... ,...._ l»OITI .. OICAfl NI 0, "-ATI Nil INCHll. ·-"Q· ........ , .... --.. -... 10~ "'• lo• llo191 •-L NO IC 1.0. NIIII01 ... 1111114• ., Plate I.Inc ~ TAUSWAL AONEL V\ZVSZSl ANAHEIM DETROIT ATLANTA .: I .. ' 0 I 6'·011 maximum ·t brace Se!S_!!)g 2x4 No, 2Ooug. Fir or Nol Hem•Flr ~ continuous etrongback braced to roar structure at 61-0110, c, maxlmu, rr"''"" 2,< C~,t. D~,. •u1' 2,~0., or No, 2 Hem•Flr at 32110, C, 'I I 1~k l~t==l=·1===1 I ,, l"l~,--=tt--, f < 11 vn,r a( cun~ectlon 2x4 etrongback braced at every 8'·011 max, IT-34, R-~.~x4, 5 __J A For Gable t,:nd Frame Greater than 6'·8" In height, URACING O1::TAILS Minimum Grade BEARING WALL 0 ... ,. I "' R·2, 4114, S GABLE END FRAMING CONNECTION DETAILS (Min, nail requirements shown) ...:==---=,.-.;:-•· ··•• • ..:· 7-11 -· ··-------: .. 1:-1..:~~-su,1• .·,•.1;•.--1·~---•-.1r-••---·•&..--&..a.w- Sheathing to Gable trues, 8d at 6110, c, I 5/8" Ni•l·h ,t 32"•· < I I I 2x4 Solid block with 3· 16d nalla ea ch end Bd at 8110. c, I / 1h==+•.. < l!1-l6d j I / 112-l&d 2-18 with 2-1611 too each end 2x4 con(lnuou11 back ,rg with 16d nal tH 11 24110, c. ~o w;all pl.1te, SECTION A Gaplc Stud " 2•,llld 116d lu1 -l ''oc 16d 111 24110, C c ll za:r _ _____,,,_ •. ~=--ma. I ~ --• ~=-• == ,,u IOQ.: C I::· I) 0ATI: 8(17(78 ""·' n-25-1 (l?-1 ) on."' SC CK. n , TAUSWAL AONEL VVSZS7\I ANAHEIM DETROIT ATLANTA ' ~AXTMIJ~ RAFTER OVl:RHANGS SPACF.O ?.tJ 00" OC • _I LIMITING CRITERIA: ------~----<= (3•LL+3•DL)•L"4 ----0 -0 ---= DEF 24•E•I PROPERTIES: 2Xi.1, 5=3.0b , I= 5.359 1.25 • • .. • -•• •. .. •• j, , • ...-••• :•. ......... • • -· .. -· .··_ ... ;._: . .-:1.·:·.: ....... · •.. ·oL>=.S•!J SLOPfS<4 :t2 w LL DEF<=L/240 SLOPES>=4:t2 ALL SLOPI W • · · W=LC. +K •OL LLDEF <=L/ 240 · DEF <=L/ 2..!!_' --2Xb, 5=7.5&3, !=20.797 ... RF=t.15 , K=t.O LIVE LOAD====> DEAO LOAD====> TOTAL LOAD====> 20.0PSF 8.0PSF 28.0PSF SLOPE<il:12 20.0PSF 15.0PSF 35.0PSF .20.0PSF 20.0PSF 40.0PSF . ,. ,:. .. , , · · SLOPE>=4: 12 16.0PSF 7.0PSF 23.0PSF t6·.op5f 14.0PSf -~ ..... , ... .-·-.·. ' . . ., .. ·•.· ~·.. , ... 16.0P 19.0P 35.0P -· SIZE GR AO E E F !3 .. , ·. · .. , :-:· ~: .. :.< :' '•. . •·:. , .... ~-:', ·:i 2 X 4 S S OF 1 • 8 2 \ 0 0 3 ' 1 0 " 3 ~ 2 11 3 ~ 0 " 4 ~. ·1 " 3 ~ ·4 " 3 ~ 2 ,-:) v 4 tt l O F 1 • A 1 7 S O 3 • 1 0 " 3 ~ 2 " 3 ' 0 n 4 ~ • 1 " 3 ~-'4 " 3 ~ 2 tt 2 o F t • 1 t 4 so J ' 9 " 3 ' t 11 3 ' o " a • · ··o " 3 •· ·3 " 3 , 1 2 X 4 CON OF 1 • 5 1 0 5 0 · -3 ' 7 ". 3 ~ 'O " 2 ' 1 0 " 3 ~ '1 '0 " 3 ~-'2 " 3 ~ 0 2 X 4 # 3 D F 1 • S 8 0 0 · · _ 3 ' 3 " 2 ~ l 1 " 2 ~ 6 " · • ·3 '. · 7 11 ·3, ~-'2 " . 2 ~ l 1 2XQ STUDOF 1.5 . 800 3' 3" 2'11" 2 .' 8" 3•· 7" "3' 2 " 2'11 _ 2=-,-:'X_4_S_T=--oc--~o-=F=---1-.-=s,---&c-=-0-0-'"---=--2 ' 1 0 " 2 ~ f> .. ---2-!'~-Q-,-, ------3-,-. -1 -.. ·---2-~--8 .. ---2~~-6 2 X q S 5 HF 1 • 5 1 6 5 0 3 ' 7 " 3 ~ 0 " 2 '. 1 0 " 3 ~ 1 0 " ·3 ~ 2 " 3 ~ 0 2X4 #1 HF 1.5 1400 3' 7 11 3' O" 2'10" 3 '10" 3' 2" 3' ~ --------------~----~-~----~------~------------2 X 4 ti 2 HF 1 • Q 11 5 0 3 ~ 6" 2 ~ t t "· 2 ~ q" · 3 '-9" ·3 ~-1 " 2 ~ 11 ~ 2X4 CON Hf 1 .2 82'5 3' .3" . 2~ 9" . 2~ B" o .. ; ... :· •• 3~··7", ,2'·11" 2~ ~ 2 X 4 # 3 HF 1 • 2 6 5 0 2 ' 1 1 " 2 ' 7 " 2 ' S" ... · 3 ' · 3" .. · 2 r-ru" 2 ' i =2.,...X...,,4--:S=--=-l .,..,U-=0-:-H-=F=----:-1...::.-=2,---&-=-==s--==o,----=2'""'"1~1· ... ---2--±~ 7,=,---2-~------=3~~--=3""'nc=---2...,~!-.l-0~"---2-'~ 2 X q ST O HF l • 2 4 7 5 2 ' 6 " 2 ' 3" 2 ' 1 • 2 ' g" ·2 '· 5" 2 ' 2 X & S S OF 1 • A 1 8 0 0 6 ' . 0 " 5 ' 0 " I.I ' q " 6 ~ & " ·5 ~-. 3 " 5 ~ 2Xb '11 OF 1.8 1500 6~ O" 5~ 0" 4~ 9" 6~· 'F>" S' 3" 5~ I 2 X 6 # 2 0 f 1 • 7 1 2 S O 5 ' l 1 " 4 ' 1 · 1 " 4 ' 8 " 6 ' ·4 " ··5 ;. 2 " 4 ' 1 : 2_x_&_#_3 __ o_F ___ 1-'.-5--7-2_s ___ 4 ' 1 o ",----a-!' "... " ' 1..,.",---------,5~~-.-"-=" --. -a-,~, _8_" ___ 4--::,-1 2 X b. S T ll O OF 1 • 5 7 2 5 4 ' 1 0 " 4 ' 4 " 4 ' 1 " 5 ~ • "Q " • • 4 ,..; "'8 " 4 ' ' 2 X b S S H F 1 • 5 1 4 0 0 5 ' 8 " 4 ' 8 " 4 • 6 " f> ' 1 " 4 •-1 l " 4 ' l 2=--x-:-&-11_,1,--H~F,----1 • s 1 2_0_0 ___ 5_,-,p, 4 ~ 8 "---4-, &-.,------~ ~ 1 " 4 ~ ·1 1 " 4 ' 1 2x& "2 HF 1.a 1000 ·s~ ·&11 4' 7" a• S" ·s~n" 4~10": "' 2Xb #3 HF 1.2 ·57'5 ·4• 4" 3'1011 3' 7" ·4 1"''9" ·1r• ·2n 3'1 1 2_X_b_S_T_U_D __ H_F __ l;;_.;. 2~ Ts 4 ' 4" 3 ' 1 0" 3 ',.,------4-,-_-9__,.11---ll--~, -2-.. -. --3 ;-~ ~ :~ RAFTER OVERHA"JGS cs·1 = 1. 2s I --:TAUSWAL 112cu11 LL OEF=L/240,L/240 AONEL S-?5--t ----17V~~ . RAFOVE~H.CT73077 • B ···---~- ... ,. ,,.. . • Trussea @ 21 •0" o, c, r t;plcal A I 1 ~ Spacer Block ' Bottom Chord ' Plate Plate "O I~ "O ;! ., 1.J " Exterior Wall SECTION 1 • I TRUSS CONNECTION TO EXTERIOR WALL e Sequence: . , A · Nail spacer block to truss B Set 'next truss.agalnst:block and toe nail to plate C Drive· nail through trusa into blonk: •· D Back nail trusses to plate after all trusaea erected FRAMING AT INTERIOR DOORWAYS 2 X 3 studs Sln~le 2 x 3 Plate Sin~le 2 x 3 Header 2 X 3 s tuds NON-BEARING PARTITION PERPENDICULAR TO TRUSSES Bottom Chord ~ \: ~ 0Ctrus1 /\°", ¾ ,~ : 2 X 3 ,Pl~te r,"" 1 1 ~ -• -----1 ' 2.-, 2 ..-i • Partition Stabilizer may be aubatituted for 16d nail at 4811 o. c. U double wall plate used. NON-BEARING PARTITION PARALLEL TO TRUSSES 21 •O"(typ.) 3 ~ . ,s-Bottom Chord SECTION 2·2 t ~ TRIMMERS NOT REQUIRED, BUT MAY BE USED.AS CONVENIENCE IN PLUMUING DOOR JAMB, r "T", .ate r~, '1'" oC truu --..-;: l .;:k._~ _ K J 3 ~ ;! ., SECTION 3 • 3 Fiit No: CD·! TIIUIWALCOHHICTOun11-1...-... e1,..., • ..,.....,,.,_. ••••. , •"-~•••-• .. .,,. ....... -...-., _,,._,_,."'•• .. ....,•-•-.,..-l TRUSWAL I I Wodet201~•1M.,,,,,a.""T1: , ..... ,._.._l,\.,.1ra.4t ....... TMUlt,11~,_.,_...,.._..tra.JS-e.c...,._.,,._.,.._ .. NI~ CDfldllll Wllll~c..,.,,.,w.-......... ,..._ __ _ 0 111: • 12 1 ?A 0..0....,.11..,ic.. .. ..,,. ... -v,,,_,.,. ...,_,. .• _..,.._ 1_ ... .,,...., •. 11-...__.. __ ... _..____ -••01C•T11111 °'"-•T11111NC,.L R c NE L Rel: R·S 011.By: M Ck.By:~· ~hN1u1ec1'°',nA•°11 .. l:10'--•"••--.1111 ... ,r,.n·i.ne.t .. u,.,,"'"""-•._.,_,_, .... H .. ,.1r • .a....,. .. ••'-'..,., ,.,.."'O"nac.. .. ,11 .. .-.wtM,.._,., • .,,10,._ j .._ __________________ ,._-111 ~s.,1 • .,.,ptcl~flli-l00000N"MC10tewll\t..,.,INtd,....,.,, .... "MW1holuolNl'ltC. ,,, ................ ,c,o MIIIClrwM,.... V;\L~/'1 ~ ANAHEIM DETROIT ATLANTA BENTON ENGINEERING, INC. APl'LICO 601L MLCH,.NICS -· FOUND4Tl0Ntl .7,U CL CAJON BOULCVAAD 8AN 011:CO. CALIP'OANIA •z115 ]: ~ PHILIP HUUCINC B[NTON H&laOC."1 • C.IWl1,. 1.NC.f,-IC.• ~. • Joroory 16, 1970 8AN DICGO. 59J-5S5• LA Mc•"• •c.it-!Ul5• ' I I I .. ~ l . • Rancho la Costa, Inc. Route 1, Box 2550 Enc:initcs, California. 92024 Subject: Project No. 69-10-25D Final Report on · ~ Compacted Filled Ground ..- lots 207 to 237, inclusive, Lots 239, 243, 246 to 248, inclusive Lots 250 and 251, or-1,2,~.!.;'~ .Jo, ~~~!&~..2~!~-~ Y~':.tl: ~b. 1.L::: San Diego County, California Gentlemen: This Is to report the results of tests and observations mode in order to inspect the co.":'l;-::::::~ion of filled ground placed on certain oreo5 of lots 207 to 237, inclusive, 239, 243, 246 to ?.~-8, lnclu~ive, 250 ord 251, ard 255 to 257, inclusive, of la Costa South Unit No. 3, Son Di~o County, California. The fills were placed durirg the period between October 20 and DecEmber 5, 1969 • ' lhc approximate crccs and depths of fi lled ground placed under our ir6pccti'on in cn:co:-dancc r with the approved specifications ore shown on the attached Drawi rYJ No. 1, enti tied "Location ,i! ol.:kompactcd Filled Grourd. 11 The grodiro pion u~cd for the placement of filled grovnd we.:. Ii -:~:::::.:mR~:.k ,::it:::i: :i::o: ~=~d::,: S~::~::~ :~ f::~ :.,t resul~ ~• pre<entod l . on pcucs 4 to 10, inclusive, under the "TaLlc of Test R~sults." The laLoratory determinations , of the rnoxir.ium dry dcnsi tics and optimum moisture contents of the mo jor fi 11 materials ore ,, presented on pcgc 10, unrlcr the "Lab oratory lest r..•csults." Some of tho moximL•m dry densities 1hown in the "ToGlc of Test Results" were co111l.iinotions of these. lhc tests were token duriro the weekly periods indicated below: ... Test Number .Week E ndi ro 1 ord 2 October 25, 1969 3 to 59, inclusivo November 1, 1969 60 to 123, inclusive November 8, 1969 124 to 168, lnclus:vc '· November 15, 1969 169 to 1_97, inclusive November 22, 1969 198 to~ inclusive November 29, 1969 214 to 21.4, inclusive December 6, 1969 La (0$to South Unit No . 3 · The finol results of tcsh ard observa tion, indicate that the compacted filled groond hos baon placed at 90 percent of tho maximum c.Jry der6ity or greater. It has been dotormincd that tho fill ma terials, cooipactcd to 90 percent of the max imum dry density, have a safo beadrg value of ot lecet 2000 pounds per ~uaro foot for on-0 foot wide continuous footi,us founded at a minimum depth ard placed fi ve feet or mcxe inside Ilic top of compacted filled gro.ind slopes. If footiros are placed ~loser to the oxp<½ed slope, than 5 feet insi.~e the top of compac ted filled grouoo slopes, these shoold be deepened ono foot belo_w a I 1/.2 horizontol to J vertical line projected out~~rd and downward from a point 5 feet horizontally Inside the top of compacted filled ground slopes. Tesh i ndi cote that the compacted filled ground Is adequate to satisfac- torily support ono or two story wood frame dw1:illiros design~d for tho recommended borlrg value, without detrimental settlements. r/ •· ~/ /J/J b. · J..5« ~c .-:!, /-i_,1.~wf ·& Cf -3 -/7/~~ /'1·1<1'A/CA.d:? ad{::f' µfl# ./AYf. 3 In our report of the °'iginol invcs'tigotlon conducted at this subdivision, (Project No. 69-3-246C . dated May_ 2l+ .!?69), we stated that some "expansive" soils existed on the sl tc an:i if ·th~y··...;;;-e ollo~d to.remain in the upper 3 feet be low finhhcd grade some of ihe lots would require specially designed footings and slabs. Wo further stated that those lots would be listed upon tho completion of grodiru. The lo~ where Zf P~~ivc soils were o~served ~o remain within the 't.P~ 3feet,orotab-Jlatedosfollo-ws. ~ NOT )tSTED ARE N_gN ~ Type A: Lots 219, 220, 250 and 25T."" \ ~ Type 8: Lois 221 to 224, incluslvje 229, 231 ond 2 , an and 2<9. It Is reco:nn·,erdcd that tho followiro special design precautions be taken for the houses to be construc:t:?d on the above-listed lots: I • 3. '. 4. 5. Type A lots Isolated interior piers shculd not bo used. Cont1ruous footin:3s should be used thro.ighout, and these should be placed at a minimum depth of.two fc~t below the lov.est adjacent exterior ft nal ground surface. Reinforce end intcrconn~ct continuously with steel bars oil interior end oxt~rlor footl~s with two ll4 bo~ at 3 inchc>s above the bottom of all footif"GS and two D4 bars placed 1 1~ inches below the top of the stams of the footi "3S. ·Use raised wood floo~ that span between continuous footings, or reinforce all ' concrete slabs with 6 x 6 -10/10 woven wire fabric and prividP. a minimum of 4 inches of clean sand bcn~ath all concrete slabs. Provide a moisture barrier 2 inches below slobs under livirG areas. Separate garage slabs from perimeter footings Ly 1/2 Inch thickness of construc- tion felt or cqu lvalont, to allow inJepondcnt movement of goroao slobs relative to perlmotcr footlros. Provldo positive drainage away from all perimeter footlros to a horlz:ontal distance of at least 6 foot outside the hoo$e walls. llfNTON CNGIN(CRINQ, INC, I f i f I • ~, e •·«••<» ,...,., .••. ,_......._...-.,.". ___ :: __ ==---------~----------~ ,oject Ne . 69-10-25D -3-Jo..--.,ory 16, 1970 .a Co;ta South Unit No . 3 . . Type B lots ('hose lots listed on poge 2 os Type B lots should follow ofl the obove-lhted recommendations w{th the two followlr(J exceptions: 1. The continuous footirgs may be placed at a minimum depth of 18 Inches below the lowest adjacent exterior final ground surface rather than the two feet recommended for Type A lots. 2. Slf'8le 14 bars placed as directed (above) near tops and bottoms of all f nterior and exterior footirus may be substituted for the two 14 bars recommended for Type A lots. Recommendations 3 to 5, Inclusive, os lrsted for Type A lots, are applicable to the Type B lots also. Respectfully submitted, BENTON ENGINEERING, INC. (--·-:, .-·, ~') • I ~ / / .· / ( r ,-✓---'\ -_ _:!----- By . , -Ii,: . , '-. ·. I c-:---z..-~ .. - Phllip H. Benton, Civil En3inccr Dis tr: • rat ?-: (4) Addressee (J) fuck Eruineerirg Company (2) Son Diego County Buildirg Inspection - Vista Office ·•-. I . . .. ' ~ 1200 ELM AVENUE :AALSBAD, CALIFORNIA 92008 . Building Department <ttitp of <ttarlibab RESIDENTIAL ENERGY DESIGN CERTIFICATION Permit No. TELEPHONE: (714) 729-1181 -------- Issue Date. f' /4·'8,z CERTIFICATE OF COMPLIANCE WITH ENERGY CONSERVATION DESIGN REQUIREMENTS CONTAINED IN ARTICLE 1, PART 6, TITLE 24, CALIFORNIA ADM. CODE I, --l/~•M-·~""f-4~'kJ.~~~/---' hereby certify that I am familiar with the state energy conservation standards mandated in CAC Title 24 Section T20-1401 through T20-1406, and that the plans and other documents submitted in support of the application for a building permit a t __ __,g __ ~=---'"'47/__,&.........,4'f __ k __ e_½_~ __ i:c_e _________ _ i Address ______ ,t...._lb_· ...... t __ 1o_•_d~----'---1"-· l1: ___ · g ___ .z. _________ _ Assessor's Parcel No. Dated Comply with all current requirements of these regulations. Signature_~~.,__-=.:::::::-__________________ • Title Arcf/J.~c~tf.!lneer, d~N1f.A~1~~ Contractor, Other) State License or Certificate No. ___ ?;~bf__.~~-----'~1_.__(2 ___ _ Da te __ 4-_,___· ....... /1:..,____,· 8...-......'2 _____ • Submit to the Building Department with permit application. \ ---. Form 295-78 LEUCADIA COUNTY WATER DISTRICT APPl.!CJ\T ION FOR SE\iJER SERV IC( Ovmer 's Name ____ lUbcr_t _ ___Kpis.er/Marvi n Grat@JlJ.~. __ _ Phone No. 439 -2=9-=-5..,_7 __ Mui ling Address __ __35AJ Sea...Ridg.e-80.ad. _ _Qc.e.aii.s.ide_CLL 92054 Service Address : 2 .:is:: 2 ,dt~~/4, ~;, ___ _ Trac t Des c r i pt ion : _ _Lo_L213._LLCils.ta_So.utb._ ___ _ Assessor's Purce 1 t~o. ,;; / & ..i y C2 -L/ p Type of Building _dupJex No. Units 2 Connection Fee $3.000 oo Lateral Size: 4" __ 6" _ 8" _Saddle _ Easement Connection Lp.re-pd 400.00) Extra Footage : @ $ ____ Extra Depth: ___ @ $ ___ 2.600 oo Amount Rec'd $2 600 OQ Ck. No/Cash #4~6-•5~-- Date 8=.15-80 Rec'd By S. Williamso Lateral Fee Prorated Sewer Service Fee Total $3,000.00 The application must be signea by the owner (or hi s authorized representative ) of the property to be served. The total charges must be paid to the Di s trict at t he time the appl ication is submitted. If a service l ateral is required, it will be installed by the Leucadia County Water District. The service l at eral is that part of the sewer system that ext ends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's pro perty line ) wh ere the service lateral is connected to the app licant 's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the stree~ (or easement) where a connection i s made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be mad e by the app licant at his expense. The connection must be made in conformity with the District's specifications, rules and r egulations; and IT MUST BE INSPECTE D AND APPROVED BY THE DISTRICT BEFORE TH E SEWER SYSTEM MAY BE USED BY THE APPLICANT . TH E APPLICANT, OR HIS AUTHORI ZED REPRESENTATIVE, MUST NOTIFY THE DI STRI CT AT THE TIM E INSPECTION rs DESIR ED. ANY CONNECTION MADE TO THE SERV IC E LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDE RED INVAL ID AND WILL NOT BE ACKNOWLEDGED . The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fi scal year. Ther e will be no additional fee or refund if service actually conmences on a different date. For succeedi ng fiscal years, the sewer service fee will be collected on the tax roll in the same manne~ as property taxes . Th e und ersigned hereby agrees that the above information given i s correct and agrees to the conditi ons as stated. Owner's Signature Dat e /'l..._/,-12940 v Acco unt No.