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HomeMy WebLinkAbout2624 MALLORCA PL; ; 83-107; Permit1/) z 0 ~ a: j (.) ... C a: ![ 0 (.) a: Ill 0 .A 3 • ii Ill z ~ z 0 ~ z Ill IL ~ 0 (.) 1/) ii: w "' a: 0 3: i[ D I tlereby affirm that I am llcensed under provisions of Chapter 9 (commencing wtth Section 7000) of Division 3 of the Business and Professions Code, and my llcense Is In full force and effect. I.Jc No _______ Class _____ _ I hereby affinn lhat I am exempt from lhe Conlrac· tors License Law tor the following reason (Sec. 7031.5 BuSiness and Professions Code: Any city or county wh~ re- quires a permit to construct. atter. improve, demOlish, or repair any structure. prk>r to Us issuance also requires the ap- plK:anl lo< such permit 10 file a signed s1atemen1 that he is licensed pursuant to the provisions of the Contractor's L""'nse Law (Chapter 9 commencl~ with Section 7000 ol Division 3 of the Business and Professions Code) o, that is ex• empt therefrom and the basis for the alleged exemplion. Any violation of Section 7031.5 by an appltcant for a permit sub- jects the applicant to a civil penalty of not more than five hun-dred dollars ($500). □ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the struc-ture is not intended °' offered for sale (Sec. 7044. Business and Professions Code: 1lte Contractor's License Law does not apply to an owner of property who builds Of Improves thereon and who does such -k himsett or through his own employees, provided that such improvemenls are not Intend· ed or ottered for sale. If, however, the building or improve-ment is sold within one year of completion. the owner·builder will have the burden of proving that he did not build or Im-prove for the purpose or safe). □ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contracto<' s license Law does not apply to an owner ot property who builds or im-proves thereon, and Who contracts 1« each projects with a contractor(s) license pursuant to the Contractor's License Law). □ As a homeOWner I am improving my ho<ne, and the follow-ing conditions exist: 1. The wo<k is being pe~ormed prior to sale. 2. I have lived In my home fo, twelve months 3. rtv~ ::1Pc1ra1:edof mi~ ::~ption during the last three years. □ f am exempt under Sec. ______ , B & P.C. tor this reason □ I nereby affirm that I have a cer11ticate ot consent to self-insure. or a cert1t1ccite ot Workers' Compensation Insurance. oW cen1fled copy thereof f$ec 3800, Labo< Coqe) POLICY NO ___ , COMPANY CERTIFICAH OF EXEMPTION FROM WORKERS" COMPENSATION INSURANCE (This section need not be completed 1t the permit 1s for one hundred OOllars ($100) or less) 0 I cen,ty that in the performance of the wOfk tor wtuch this permit ,s issued, I shall nol employ any petson ,n any manner so as to beeome sub1ec1 to the Wo111.ers· Compensa11on Uws of Callfo,n1a NOTICE TO APPLICANT 11. after makin1 lh1s Cen,. hcate of Exemphon. you should beeome sub1ec1 I".> Ille Workers' Compensation pro"1s1ons ot 1he Labof Code. you must tont1w1th comply w,th such pro"1s10ns or this permit shall be deemed revoked 0 I hereby affirm that there 15 a cons.truC11on 1en<1ng agency tOf the performance of the won.; for which this permit ,s issued (Sec 3097. c,..,11 Code) Lender's Name ___________ _ Lenders Address __________ _ USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS CARLSBAD BUILDING DEPARTMENT 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 ~~s )1Ai-t-lJ/Jlj,. ~eG" ~S'~l1l), <?A A~-i.T-Ds..iJ:11DN ;;;_;;ENS 7 7 PERMIT N UMBER --101 °lt);;~~~M /-/ /JND Rv'ff-lA, S'J)E'NCef<. 71'1-}}3:;;;i ~v;_~RA~Als7POCT/@a CONTRACTORS PHONE• 721-71.l? ZONE --~ [8;30:1~ADDDAMIG"IV' /Jf/t, 1.AVEIWG,) t,1111.s-o CONTRACTOR'S ADORESS o2,8S.J. Es uR. Io Al Jj;~-,t PLAN 1.0. # '?B-/t; 1 BLDG USE CODE BLOCK suB01v1s10N ASSE ORPA7~0 /h GNER -!l -a-Al J.1A/tllU€ ~ LICENSE II STANDARD PLAN# B~I~ ~-FOOTAGE J ~ .sr..D 7s~~Rsi~r~iLA!~~,.; ~ 07;.i:s;;h ~~u1a3~~ ooo.r:;.~* s~1 a:s 4e4 9;ee 4e49~e, F/P FLA ELEV.I' vO NO CENSUS TRACT I GP LAND USE I p~c SiACE RES rlTS 1 GRADING f'.ERMIT ISSUED YO ND REDEVELOPMENT AREA v0 Nbe QTY. QTY.I PLUMBING PERMIT· ISSUE EACH FIXTURE TRAP EACH BUILDING SEWER /~ .rn.- --a 7_. a QTY.I MECHANICAL PERMIT· ISSUE 7. I INSTALL FURN. DUCTS UP TO 100,000 BTU .. '/ I OVER 100,000 BTUA£_ -- EACH WATER HEATER ANO/OR VENT -, --~ BOILER/COMPRESSOR UP TO 3 HP EACH GAS SYSTEM 1 TO 4 OUTLETS -')_~rr. BOILER/COMPRESSOR 3-15 HP EACH GAS SYSTEM 5 0 R MO A E EACH INSTA~ .. ALTER. REPAIR WATER PIPE i . I g METAL FIREPLACE -----------4---------~c-VENT FAN SING LE DUCT EACH VACUUM BREAKER "" u"•n"•" I ~ 7 1 MECH EXHAUST -HOOD/DUCTS RELOCATION OF EA FURNACE/HEATER WATER SOFTNER EACH ROOF DRAIN (INSIDE) TOTAL PLUMBING I ELECTRICAL PERMIT· ISSUE NEW CONST EA AMP/SWT/BKR ~ It! 1 PH 3 PH EXIST 8 LOG EA AMP/SWT /BK R 1 PH 3 PH REMODEL/ALTER PER CIRCUIT TEMPPOLE 200AMPS OVER 200 AMPS TOTM MECHANICAL (5,q ___ ,J--II QTY. I SOLAR • ISSUE '"J° Q II I COLLECTORS STORAGE TAN KS ROCK STORAGE PUMP PLAN CHECK FEE ----------~~~' ztf T.) --;:m-- ST'1:,.S TYPE VN 3- ~ Q...- ~ ~ ~, " ~ :\ ~ EDU I eke LOAD FIRE SPA vO~ Not Valid Unlt!Ss Machine Certifi,d 7 SUMMARVACCOUNTNUMBER BUILDING PERMIT 01 ·00·00·8220 SIGN PERMIT 01·00·00·8221 PLAN CHECK 01 ·00·00·8806 TOTAL PLUMBING 01 ·00·00·8222 ELECTRICAL 01 ·00·00·8223 MECHANICAL 01 ·00·00·8224 MOBILEHOME 01·00·00·8225 MOBILEHOM E PARK INSP SOLAR 01 ·Q.Q·0Q·8226 STRONG MOTION 80·92·33-0519 FIRE SPRINKLERS 01 ·00·00·8227 PUBLIC FACILITIES FEE 32·00·00·8923 BRIDGE FEE SCHOOL FEE · DISTRICT Carlsbad 80--92·21-0519 Encinitas 80·92·22·0519 San Dieguito 80·92·23·0519 ~n Marcos \ 80·92·24·0519 t .IL X\~~,.,- -?'D~ -- lh.rt, ' qJ 7.,..q!..-..r:r-..,_~ - j.. -I it--. S....,..J /J.t?O -I WI,, -v _.J, ¥-"'II' i . _ .. 1 QPJ-i,,' l;;i) 1 ~--? -([' J I -~4)" 11 1 ~T:.:P•v•ace I I 4-viµz, d TEMP OCCUPANCY (30 DAYSI TOTAL ELECTRICAL f HAVE CAREFULLY EXAMINED THE COMPLETED ··APPUCATlON AND PERI.Afr AND DO HEREBY Expl on permoti-bythe ilingOlf1Ctlllundertheprov,11onsofthis * AH 06HA PERMIT IS 11EOU1AED FOR EXCAVATIONS OYEA CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code sh exp,re by hmitation an ome null aod void fl Ille building or worl< ~• O" DEEP .-NO OEM0UTION OR CONSTI!UCTION OF authonzec:I b ~"':I.J~=--·~ommenced w1th1n 180 days from the date ol auct, · ~ iI >, «i 0 a. E Q) 1-- I -0 18 c "' u 1 •. i1t· .:t:. C: a: 0 "' "' Ql "' "' < I :s: .2 Qi > ui "' Q) u 0 a: "' «i 0 §: (I) u C: "' C: iI :::. C: Q) Q) C, 0 0 Q) a. "' C: DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit. or if ttt. buo ding or worl< authorlZAICI by such permit 19 1 pended or STAUC1\lfl£S OYER ST SIN HEIGHT ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON-L.!a~ban~doned~=~•rt ~•n~b~m:!!!.•.!•:!!!;lterc.:t~h!!e..!w!!o!!:rl<~1s!.cc:!O!!:m!!!m!!en!!!!!C:!!ec:l!!!.!I02rt:..;•!..1!~"~k:!!;L..1!.!80!!!..!Wll...'""""'.=---t-~"""!"'"""".,.'""!~--+H-~l+-,-----'""!.,._-, __ "'""1 STRUCTION. WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AND ~PPLlC SIGNATURE Jf. 0 AP~R VED BY W ~ C ~ KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND tr. ~OWNER CONTRACTOR EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE · BY PHONE O f ' GRANTING OF THIS PERMIT , 7 7 ' ~-,- .. . ' r "-, . . . \ .. ,. ..... "-""'''"''" ... --···-··--· --. -· ,/ . ,... ... BUILDING /_ " ' /1\J <Z3 ·l0 7 FOUNDA TION !.tNJV ,: ... , 1-1~~·{<;~ 11¥:;i,~ ,/)f) FIELD INSPECTION RECORD REINFORCED STEEr--~ y "' -/ REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES MASONRY .. O.U··le: yV(\ INSPECTION REO. IF INSPECTOR'S DATE CHECKED APPROVAL ~ GUNITE OR GROUT SOILS COMPLIANCE ·. r ---· 1; .. I .. FLOOR & CEILING SUB FRAME PRIOR TO FOUNDATION INSP '·' . ..... _ ,. ·•. SHEATHING I STRUCTURAL CONCRETE ' ,· ·' OVER 2000 PSI -FRAME I .. ~t. PRESTRESSED -EXTERIOR LATH lNSULATION ... ii l f/1.. CONCRETE ., .... .,., INTERIOR LATH & DRYWALL ) \\ \ D/ , .... -POST TENSIONED .. CONCRETE PLUMBING FIELD WELDING SEWER AND BL/CO I HIGH STRENGTH PLUMBING UNDERGROUND r7A~ -_.. BOLTS -' 1 ..l".'.-"-"' """~: .· .. -C . SPECIAL MASONRY .. ' ;·4t--.:--J ·: PLUMBING TOP OUT - TUB AND ~HOWER PAN I . "' GAS TEST PILES•CAISSONS . • . ELECTRICAL '. .•-,, ,, 't -. ,< ' ,-. .. ~--.. -. ·. , .. -~ TEMPORARY POWER oe,,A_. "'-"' -~ q.{q,~ r. i -. ~ \ --. :; i'-r .... ,_..,t:..,..-:....._. . -0 .. I .· ,; ..... ELECTRIC UNDERGROUND •. . . . -. I ' ' '~ .. ' \. ~ > • ~,: ROUGH ELECTRIC -. ' 'f.--.. I \ ----•·• ... -.. , ,.,.-. ' . ,, . ' '\1\••::-\. __ .. ELECTRIC SERVICE \ --' . " -..... - BONDING ·, -~ C .-r ,;:._ G. F. I. -SMOKE DETECTOR . -. ( . ~.,\·~ ;(" •' ' J ·. \ MECHANICAL [ ✓.--·' . [/J,'1·u ~, . . ' DUCT & PLEM., REF. PIPING . -._., ... , -·----,~ ... ,:_.~. -•<ftllt:... .. C"'':· Iii;. .. ,, .< . ,w,,,yL,t►~-.. -, ... ,_ .:: ....... ' --. -. ..... ... .... =~~,r.-:~.~~·1 HEAT -AIR COND. -SOLAR SYSTEMS \ l'L: • ! .. 1'. . -- _.r • ., . . . "' -. 1 -., I VENTILATING SYSTEMS •' (' .,... .. CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ,, ·, j ITEMS ABOVE HAVE BEEN APPROVED. -' , . ./ . , ... ':."' '. . JOB SITE FINAL ,_ ~ ~-. ' -' . ' \ ~~ .. i.---', ' '. ' ' u PLUMBING ' \ ('1'/_/__.--. ELECTRICAL _,t I~/ .. . . ~ ' -.. " \. >, , . ,,.,..L. .. ___ ., 1v...: "(: -' MECHANICAL vunl '-' GAS ,._,,.... /' Q:l 1 ~ -' \ ' ' • ' r .. -.-• ' j ----.w -~-'"' ,,. ~-I ~ ~ ' -... , BUILDING ,,,, . ' I J . . ., SPECIAL CONDITIONS p-, .. ~ . ' . CERT OF OCCUPANCY ISSUED I ' . ' . . ' ' I < Application for Grading Permit CITY OF CARLSBAD ENGINEERING DEPARTMENT 1200 Elm Avenue PENO, ____ _ vwro-4 zzro-1 Building Permit Plan Check No._<""--'-~· -~/~Q..._,7 __ FOR APPLICANT TO FILL IN Site Address Legal Description Map No, (, r:: Subdivision Name Owner 438-5541 Surety Company Surety Address Date Filed Cash deposit $ Validation by Finance Department Rec'd by Rec'd by Date f iled Owner's Address The following documents are required and shall become a part l------'-..i..l..:..\_......:...._.___4J\'-'-.!.f.!...1 ~!...__~:.....c~+==:....::..,z__:_!!...!..u:.J~~~~:r..u.~' of the grading permit when they are approved. Plans by Civil Enpjneer "oc... Address Soil Engineer) Grading Contractor "1...)...' - Address Party responsible for overall supervision "' \ Proposed use of grade site I '- Number of cubic yards Cut Fill Import Proposed Schedule of Operations (dates) Start Waste Finish I hereby acknowledge that I have read the application and state that the information I have provided is correct and agree to comply with all City ordinances and State laws regulating excavating and grading, and the provisions and conditions of any permit issued pursuant to Signature of Permittee ~ -~ Grading plans Soil report Drainage structures Compaction report Specifications Geologic Report Other SPECIAL CONDITIONS WHICH ARE MADE A PART OF THIS PERMIT 1. Authorized hours of operation: 7:00 AM to Sunset, Monday -Friday. 2. Haul routes are to be approved by City Engineer. 3. Adequate provisions shall be made for erosion and siltation control. 4. All slopes shall be planted per City Code. 5. All fills to be compacted to at least 90% of optimum density unless noted otherwise. Under City Code Sec. 11.06 170 this grading is: 0 REGULAR GRADING -City inspector will make inspections listed below. this application. f/ _/) l /~_b(~!A Owner or authorized agent /lJ;_l 1 ," ~I/ 1-------------------..,..:,."--=---J.---r----1 Initial -site prep. 0 CONTROLLED GRADING -Private grading engineer shall observe work, coordinate tests, make reports. INSPECTION DATE INSP. SIGNATURE I, ENVIRONMENTAL CLEARANCE - ~ EIA Log No. 0 r I By Grading permit fee $ I ' . 0c) Plan check fee $ ) - Permit lssueq Al \ V / by --------~----'-'--Date ::; • Permit Expiration Date / I I 1 ' Rough -prior to drains Final • slopes planted Compaction reports rec'd. Private engr. cert. rec'd. Copies: White-Office; Green-Building; Yellow-Inspector; Pink-Permittee; Goldenrod-Finance THIS FORM WHEN PROPERLY VALIDATED IS A PERMIT TO DO THE WORK DESCRIBED THIS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD ----------------,. .... • • COMPLETE IN DUPLICATE AND POST WITH THE INSPECTION RECORD CARD THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: SI TE ADDRESS o?(qdl( (JI/AU 01<.CA '/{. Number Street City EXTERIOR WALLS Manufacturer ----"O"'-W"-'E"'N"-'S"-"'C-"'O-"'R'-'-NI:.:.N:..,G,.__ Thickness/Type ---"3"-'½'--"-R Va I ue 11 CEILINGS Batts: Manufacturer __ o_;;_w ___ EN_S'-----'C-'-o_R_N.;c!N.c.G;:..__ Thickness/Type __ 6_'_' _ R Va I ue __ 19_ ~: Manufacturer _________ Thickness/Type ____ No. Bags __ Wt./Bag ________ Sq. Ft. Covered ______ R Value __ _ FLOORS I ,, Manufacturer __ __,,C~,~,S~f~):---___ Thickness/Type _ __,()........,~'---R Va 1 ue _--L-j _,_\ __ ~LIO 011 GRAB-E Manufacturer _________ Thickness/Type _____ R Value ___ _ Width of Insulation ____ Inches rouue: I I I I Iii :.: ILLS Manufacturer _________ Thickness/Type _____ R Value ___ _ GENERAL CONTRACTOR _______________ LICENSE NUMBER ____ _ BY ____________ TITLE __________ DATE _______ _ I NS~LAT N CONT~CTOR DANA JOHNSON INSULATION,INC. LICENSE NUMBER 306493 BY Q=:Bt-~Ae£) TITLE Authorized Representative DATE /0/7 /&3 r, Bl Form #121 22175 ~ ' I Mill SHEET ~ No. S2-Df-J21 INVOICE No. DAB54l I NAME OF ARTICLE :Jefonr.cd r.ar For Concrelo P_eintorcmn-?nt SPECIFICATION ,\SI":! A 615 CONTRACT No. ~~SPECTI" --· ·f ··: RTlflCfi u~ . -' SUPPLIER .»ngkuk: St(!el '-till CO. ,L't';). CUSTOMER ;)ae Won Sa LTD. -DESCRIPTION: Grado 40 DATE: 5c;;, ?, 12$2. _____ _ 1---,,.----------------~---,---------:----,---.------ He9t, SIZE (in inch) No. of Weight Test Chemical C.Omposition ¾ 'J Dia X Length C I S, Mn P l S I -~ -.r ~, ~Q. I 8/0 in Kgs. No. • ,M ;v ,no x 100 xl_Q_QQJ,_\_Q0_Q_ ' (' -' ,, --. 1: ! 2J i J4 I --i 0 ' b7-17'JO J/9" X 20 1 ,;,:, 5'J, lioO 8 52 '• J JJ I 41 I ?7_J.7')7 • 49 la3,510 9 14 66 j\l\.. 2, Gl1'ti~?in 16 I ! . 53 57.la'!)fJ 2'J 59 26 2-I V ' I .. ~ • ' 26 l .;,_ ~6 i -. •o J9,6oO 1~ I 19 I \ Tension Test Bend --y:;-Y.P Elon:-Test Remork.s , Psi Psi ¾ 180· I n,2J6 52,91J 22.2 I Good I Sil J2''-- I 76,241 I 51,J49 I 1 ~?!1 24.9 I " ----- Sl ,504 51,,752 19.2 I I " I ' ~ 2)2 52 629 20.4 • -- c\1'l Or,?· .. .. ~· ~ r,J• ~I l . ~ ,.. ..... ~ • I \ -l'l( l\'I eu\\d\n ,I""\ ' \:::)IU \ ,• ~ '---'-' I~ -. - r I':. • . . . 1/I.~\' L. :J 17-) . .J J\'\V' I I I I I I I I I !&:.-srr-_ <hl?Y_"'. I I I I I I -I l I -I ~ c:Jo9' I I -1---~~--l----+-:...+---J--1---1--J--'---+----J--,__-.;....-:,,~::;::_--+---'---c----l 207 D/D !204,9JO K.. I 1 I l~I ,# 5f" '-'.' I We hereby certify lhot the material herein hos been made and tested in ace• ~ ordance with the above specification and oiso with the requirements called for 1.,,J ' )l, [..e-e --Surveyor to the above order. \-11""\t ~ l~G- rc,=i _z i_._ --·'-- DS-H-01-F3-3 DONGKUK STEEL -Mill CO., l TD. B •(250 x 353 J • • eo ESC;JL CORP<lRATION HB:.?O CIIHi--APHAKJ~ na., M{TJTH t:.?:.? i--AN DIEGO, CA O:.?t:.?H 83-/0?' < 819 > r.no-t ,,nM 7Z, ,;;2c;::2(/ mHL-L-OIZCr-J Ji, .... ; . . .. ... .. ·--·· _,,.,.....,..,.,.,..,.,...-0 ';7-/e' J/(,,iJJV::, Sv8 S-rJ9'llJT/ IJ-1..,07 Com f?t-1 w, Tl-/ ·-d?e Copes. -~ -6-ltfR Cttk:.s, h/7-Vt:r --tl,e ,nl487J,1'o/ wa/l cl<?s/ '7 /Jn.,,o Pti?e rhr./ es.s~N~ /'~/2 -14 'f' I t1/rf-s . e!:itp of etarl.sbab e,.ic.(... •• © s,, t.E. 12<::"l'b<'-t- @ V""-''"""' '&o-I _p.e/: JURISDICTION,_______ DATE fj/f .3 PROJECT ADDRESS, ..::2,:;;:2'7' /tf,9j,.J..C) C~ PL- TO, ~,//J--1 Cfr/1)/ Date plan■ received by Date plans received by plan checker-'--'--'=i,_-..cc_ Date initial plan check completed~by ,::r;171 FOREWORD: PLEASE R!AD ~ 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 conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Oep.artment. 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 (cl, 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. ~ Please make all corrections on the original tracings and submit two new sets ot prints, and any original plan sets that may have been returned~~ the jurisdiction, to:~~/~ r To facilitate rechecking, please identify, nex~ 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. / Indicate on plans the name of the legal cwner and name of person responsible for the preparation of the plans. Sec, 302(b) ... _, D APPLICANT COPY C D CITY COPY :::> D PLAN CHECKER COPY fl 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 ot street or alley to property line and distance from curb to property line. Sec. 302(b)7 Plans, specifications and calculations shall be signed by a California State licensed ngineer or architect. (California"6~L-'?1. Business and Professions Code)"S~l'\ \SrShce,r ()\:. C ~I.L~ · 111 \lL-4,... ""'lvv~ \°k.L.A-"Tim '10 '!.TI?,...,c:...f,o F E / Walls closer than 3 feet to property lines · shall be one-hour fire-rated construction, hav~ no openings, and shall have 30 inch parapets when the building floor area exceed■ 1,000 ■quare feet on any floor. (Table 5-A See. 1709(a) ;.a-:'" Projections, including eaves, may not extend t' more than 12 inches into the 3 toot setback from the property line. Sec. 1710 and Sec. 504(b) / Projections, including eaves,shall be one-hour tire-resistive construction, heavy timber or of non-combustible material if they project into the 3 1 setback area from the property line. Sec. 1710 /show location of permanently wired smoke , deto.?ctor. Sec. 1210 C. ROOM SIZES f,IGHT VENTILATIONS AND GLAZING J. One room must contain a minimum of 150 square fa. I feet of superficial floor area. Sec. 1207(b) Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Sec. 1207(b) Window area must be at least 1/10 of the floor area and a minimum of to square feet per See, 1207(al. Appears to be deficient in Openable window area mus~ be 1/20 of the floor area and a minimuM 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 _____________ _ 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. See. 120Sfal No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Sec. 1207(el 32. Show that ceiling height for habitable rooms is a minimum of 7'6". Sec. 1207(al _/ Show ceiling height for laundry rooms, ./· hallways, corridors, and bathrooms is a minimum of 1•0•. Sec. 1207(al ~- Provide JO• clear width tor water closet compart:ments and 24" clearance in front of water closet. Sec. l7ll(b) No cooking room shall be used tor sleeping purposes, 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 L-o~;)· (including windows) shall be tempered,~~'-" lam.inatad or approved plaseic. l (!. \VO Sec. 1711 (f)(gl ~ y.steeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44• above the floor. The window must have an openable area of at leaat 5.7 square teet with th• minimum openable width 20• and the minimum openabl• height 24•. Sec. 1204 / Eaves and cornices may not project into ,,7'· a required yard more than 2 inches tor each toot ot yard width it required windows open into the yard. Sec. 12061d) _._/ A mezzanine ia an intermediate floor and T" may not have a floor area exceeding 33 1/3 percent ot 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 ot the long side open to the room below. Th• loft you show does not mezzanine floor and is, by comply as a Bui ldinq Code definition, a story _____________ _ 0. EXITS 1 STAIRWAYS1 AND RAILINGS ✓." Floors above the second story shall have / noc less than 2 exits. Sec. 33021al ✓.' ~equired exit_ doorways shall be not less / than J6• 1n width and not less than 6'-8• i~ height. and shall be capable of open1ng /t Least 90 deqrees. Sec. 3303(e) .,,,,,<1. !rovide 36• high protective railing for porches, balconies, and open sides of landings. Maximum opening between railing• shall be less than g•. Sec. 1716 /4 Show how guardrail connection details are adequate to support 20 pounds per lineal ~oot at a right angle to the top rail. / Table 23-B ,,A9, Provide stairway and landing details. Sec. JlOSfbl & fcl a. Maximum rises• and minimum run is g•. b. Minimum head room is 61-6•. c. Minimum width is 30". _,o. Handrails shall satisfy the following: a. Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, See. T25-22(b) b. Handrail shall be 30" to 34• above the noaing of treada. See. 3305(j) c. Handrail projecting from a wall shall have a space not less than l 112• between the wall and the handrail. The hand grip portion of handrail shall be not les1 than l l/4• nor more than 2• in er011-sectional ,dimension. Sec. 3305(j) (1ee attached) ,:,,("" Every stai;..,ay landing shall have a dimension, / •• measured in the direction of travel. at least equal to the stairway width. Sec. 3305(g) 52. A door may open over a stairway landing provided 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. l305(gl ~-A door may open inward at the top ■tep of a stairway provided the top step is not more than 7 112• lower than the floor level. l:ec. JJ0Jlil2 Provide details of winding stairway. • 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 30 inches. Sec. 33051d) (see attached) Provide 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. llOS(fl (see attached) Spiral stairways may not be used for required exits when the area served is greater than 400 sq. tt. Sec. JJ0Slfl Spiral stairways must have a clear walking space of 26 inches between the column and handrail. Sec. 330S(f) Provide I.c.s.o. Reasearch Report and Number for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Depart.ment or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. sec. 306(al48 and Sec. 306(f) sy In buildings over 2 stories in height, provide ,' 3/4 hour fire-rated assemblies for all openinqa in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated / stairways is ~~P.mpt. Sec. 130S fa. Exterior st&irways shall not project into the 3 foot setback from the property lines. Sec. 330S(nl •-·~------'. '" 6 l ', ,· /~2. The walls and sotfits of the enclosed usable space under interior stairs shall be protec~ed on !he encl9sed side as required for one-hour fire-resistive construction. Sec. 3305Cm) Min.1mum construction specifications shall be made a part of the approved plans. fSee attached) ~ Show l 3/BN solid core self-closing door -for openings between garage and dwelling. sec. 503(dl ,/ Garages are not permitted to open into /~' a room used for sleeping purposes. See. 1104 r: E. ROOFING ~ Specify roof pitch. I I Root pitch is not adequate for root type specified~ Specify minimum pitch of ____ _, Openings between carport and residence require self-closing doors and stationary windows. Sec. 1214 Show garage framing section, size of header over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 3 1/2 to 1 or 2•e•. Table 24-I a. Specify roof material and application. Specify I.c.a.o. approval number for root materials not covered in uac. Specify roof slope for drainage or design to support accumulated water. See. 3207(al Shov roof drains and overflows. Sec. 3207{al Provide skylight details to show compliance with Sections 3401 and 5207 or provide ICSO approval number. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO nWIICer. Show attic ventilation. Minimum vent area is l/150 of attic area or l/300 of attic area if at least SOI of the required vent is at least 3 feet above ceilino 1oists. See. 3205(0-1 MASONRY ~Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Sec. 3707 ,Show veneer support and connections comply with Sec. 3002, 4,5,6, and Sec. 2Sl6(al regarding ties and t9 wire in horizontal joints or note construction to be perattached sheets 30-1 or 30-2. ~ Show height and construction details of / all masonry walls. Chapter 24 ~Note that cleanout openings shall be·provided /' at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Sec. 2415 r-Show floor and roof connections to masonry walls. Connection shdll resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sec. 2310 .,rti. Provide material specifications for mortar, / grout, masonry and reinforcing steel. G. Sec:. 2403 Show hov masonry house wallS retaining earth are to be waterproofed. Provide detail·. Note that special inspection of the masonry will be required for _____________ _ GARA.GE AND CARPORTS l g.e(carage / on the common requires one-hour fire protection garage side of walls and ceiling to the dwelling. Table 5-B Sec,503(b) H. 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 l/2 inches and provided the door is not used as the primary means of egress from the building. It the difference in floor elevation exceeds 7 l/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(i)2 and 3305 (gl. Provide 1e• raised platforms for any FAU, water heater, or any other device which may generate a flame or spark. Note that continuous fire wall protection shall be installed behind raised platform(s) prior to framing platform. POUNOATION REQUIREMENTS Note on plans that•A soils engineer shall eva•luate any unanticipated uncompacted fill or expansive soil or other soil problems disclosed during construction•. Sec.306(a)l2. ~ Submit soils classification determination / by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. .Sec. 2905 Note on the plan the soils whether or not the soil is note the allowable bearing claSsification, expansive, and value. Sec. 2905 The foundation plan does not comply with the soil report recommendation for this project CL-&JZ..I ,-=1 Y1'Yi?-\:lh\J t>t;d:n:u .. ,, TI? Sho,-u u,~t,0:U<-e., Provide notes on the foundation plan the soils report recommendations for slab and building pad preparation. listing foundations. Note on the foundation plan that NPrior to the Contractor requesting a Building Department foundation in■peetion, the 9oils en9ineer shall advise the Building Official in writing that: l. 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.N lg..l.All element! supporting floor above garaqe ,rl / to have one-hour fire-resistive protection ./""" • Provide spread footings for concentrated on the garage side. Sec. 503. Beams and loads designed for l,000 PSF soil bearing posts, not within the wall or ceiling con-or per_bearing valu~ as determined by struction, must comply with use, Tablt! 43-A, an engineer or architect. Chapter 29 or be minimum 6" dimension beam and min.1.mum ~·--:--r ____ S___ • --·--· --· --. .----·---------r-- e• bye· post. ·,z.54 -L,,l.,..S '<::;.V'-4\l-Sl-wuLO frZ<:.,.I\De. ) __::::;r r+ I'.>"' s. , ,, Y\ v, \ ue ~ +t..t <c. • ----------, (_ ?-~¼\in, n.\ "'-'"~•I ec1u1\/. ) ~t..0 \"?ft@'S$u \Z..c.E -~ 3how height of all foundation walls. Chapter 23 Show heiaht of retained earth on all walls. C~apter 23 ~ote c~oss bridg1ng or blocking. Floor joists and rafters more than 12" in depth foundatio and spanning more than 8 feet shall be a(J, supported laterally by bridging at intervals Show distance .of foundation cut or fill slopes and show heights of cuts and fills. to edge of steepness and Chapter 29 ~ote on plans that wood shall be 6n above finish grade. Sec. 2417(cl 7. Note on plans that surface water will drain away from building and show drainage patter~ ? ~~6 -·. ;S~h:oww 9 :s 0 o 1 :l:i:d~~b:lo:etkfi:n:g: 5 a 0 t.:r:i 0 d•g· te 2 :~:~:~ts of floor joists, and for rafters at exterior walls. Sec. 2S06(g) line and at exterior walls on trussed roofs. Sec. 2S06(g) and key elev•~~ ~ndation per Table 29A 1 c..'hz_.-;:;.o~ \~t7,Hl.. \ O)'Z-~~. <.'.)\..,_~., ~~!:. ------~ _/ TABLE NO. 29-A-FOUNDATIONS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS Dl"N Of fOUNDlTION WIDTH THICKNlSS BELOW NUIIIII THICKNESS Of •• •• NATUHL •• FOUNDATION WlU FGGTINI FOOTINC SUl'1CE STOIIIS (IICMSI (IIUHI (lllCll:tl) OF HOUND AND FINISH CDNClffl UNIT IIIDl MlSDNIT (IIICHI) 1 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 !<OTES, \Vhen-unwual c:ooditioM or fro,t COllditionl are found. footinp and foundationt ~ho.II be as required in Section 2907 (aJ. n. IUOWld wuler lM 8oor may bt> e•cavaM'd to the l'le,·a.t10n of tht> top of the foo1tn11. ~ Show foundation sill ■ to be pressure treated, or equal. Sec. 2517(cl 3. Q Show foundation bolt size and spacing. r~ Sec. 2907(el I p<. Specify size, ICBO number and manufacturer of power driven pins. Show edge and end distance and spacing. Sec. 306(fl Show size. irnbedment and location of hoi"d down anchors on foundation plan. Sec. 2312(fl ~ote on plan that hold down anchors must be tied in place prior to foundation inspection. Sec. 2312ffl Show adequate footings under all shear walls. Sec. 23ll(el ))'-Show stepped footings for slopes steeper than 1:10. Sec. 2907fcl l.l~ Show minimum 19• clearance from grade to ~~ bottom of floor joists and m~nimum 12" clearance to bottom ot girders. See. 2S17 I4YShow p1er size, spacing and depth into 7· undisturbed soil. Table 29-A Y: Show minimum under floor access ot ta•x ~ Sec. 2517 141'.'." Shov minimum under floor ventilation equal 7-· to 1 1/2 sq. tt. for each 25 lineal feet I. of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximate- ly opposite sides. Sec. 2S17 FRAMING Show all joists, rafters, beams. and posts 2" to 4" thick to be No. 2 Grade Douglas F1r-Larch or better. All posts and beams S" and thicker shall be No. l Grade Douglas FLr-Larch or better. !Table 2S-A-ll Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 2S feet of length with lx4 diagonal let-1n ·brace or equivalent. See. 2518(gl5 1 ✓ Show double joists. Floor joists shall ,r~· be doubled under bearing partitions runn~ng parallel with the joists. Sec. 2S18(dJ S t L Show rafter ties. Rafter ties shall be r·· spaced not more than 4 feet on center where rafters and ceiling joists are not parallel. Sec. 2518(h) ,u'{"' Show rafter purlin braces to be not less /'• than 4S degrees to the horizontal. Sec. 2S18(1'\l , ✓ Show 1/2" minimum clearance between top 7~· plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) ·,./Show double top plate with minimum 48" y~-lap splice. Sec. 2518(gl4 ,/ Show nailing will be in compliance with /v._ Table 2S-P. y. pi- y{. 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 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with 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 of flame. Sec. 2S17(fl Show stud si%e and spacing, Maximum allow-able stud heights: 2•x4"@ 16• is 14'; 3"x4Q&2"x6"1 16"o.c. is 20'. Sec. 2518(g)2 Note an A.I.T.C. Certificate of ComplLance for glued laminated ·wood members shall be given to the Build1ng Inspector prior to erec~ion. Sec. J06(f) Detail all post to beam and post to footing connections. Sec. 2517(c) 4 175 specify na1l s1ze and spac1nq for all shear '"'alls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables I,J,Kl . . ,/Show 3nx4• or 2"x6" studs in first story /_;· of three story building. Sec. 2S18(fl L ✓. Specify all header sizes for opening over _,c;_· ,. ~).-.----::-~ Provide calculations forl1'\&HU ~ \-I\L k, o ',\'\(JMC.,,vn. <;½c;, CJ, e-S:, Section 302(a) l<e.r:v.d'\L.V ~S.;W1.1t..,+t.c!. __ ,,,.__ -......____----_;_.✓. In areas subjec~ 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 ?OSts are foun-dation grade redwood or cedar. Sec. 2S17(cl4 ·-.... ·-·---·-----~--- ---· --....-----..,._ ~'-'.J D() --.-,Z.,-sses. U..:.•~,< ._-,-11<<.es,s ~ ) , ~Show location of attic access with minimJ ~J-s1ze 22• x 30•. Sec. 3205 ~ Show access to the attic or under floor •-furnace to be minimum 30 inches by 30 Show draft separation for attic areas i~ ~xcess of 3,000 sq.ft. Sec. 3205 / inches. Sec. 708 i 709 UMC J/l'9· Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Sec 708 UMC Show draft 3ecaration. for space between dropped ceiliOgs and floor above in excess of 1,000 sq.ft. sec. 2517 1 / Specify plywood grade and panel indent.i-r· fication index. Table 25-J Show permanent electrical outlet and lighting fixture controlled by a switch for the attic fu~nace. See. 708 UMC ,a/when roof pitch is less than 3:12, design ./'· ridge as a beam. Sec. 2518 (hl Show details to comply with Section ·709 for furnace under the floor, Section 708 for attic furnace, or Section 710 for wood shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in height. Sec. 2S16(bl roof or outside furnace. · Note on plan, gas vents and non-combustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. use Sec. 1706(a)6 1..-:'_ Gypsum lath and plaster, gypsum sheathing ?'". board and gypsum wallboard shall not be used in vertical diaphragms to resist K. ELECTRICAL (National Electrical Code) forces 1mposed by masonry or concrete All wirtng shall comply w1th the National Electrical , /" It cripple wall studs are less than 14" • 2 . Note on the plan the amperage of electr1.c.1l construction. Table 47-I A"' y~· framing shall be solid blocking. Sec.2518(gl6 service. lU< Cripple wall studs exceeding 4 feet 1n Jff-2 . If the electrical installation is more / h•ight shall be 3 inch by 4 inc~ or 2. . than 200 ampere!!, show panel location inches by 6 inches when supporting 2 stories. ;;? and provide a single line diagram and Sec. 25l8(gl6 r · load calculations including: ,~ 1/4 a. Wiring method employed. y•· Show plywood sheathing over expo~ed eave~, ~ b. Sizes of all conductors, switches, or other weather expcsed areas, 1s exterior circuit breakers, fuses, and conduits. grade. Sec. 2517(9) 3 c. Approximate length of service feeders. 1...93. Show a weep screed at the foundation plate d. Provide plot plan shovinq services, ,,r-line on all exterior stud walls to be all panel location■, circuit arrangement stuccoed. Sec. 4706(el and load distribution on panel busses. U--C-. Provide an approved waterproof building / paper under wood siding. Sec. 1701(&) e. Provide typical panel sehedule(sl. _9. Dwellings require mlnimum 100 amp service. ~Show location of all electrical receptacles. ~ Specify an approved flashing for exterior openings and parapet walls. Sec. 3208 ~-@. Electrical receptacle locations and/or .. t~Show corridor width to be minimum 36". _,.,;r-· Sec. 3304(~~b~l-~-~ ((;;} Specif russ iayout r JO• x 30" attic ~ acees 'See \ g 3 ~ spacing is not adequate in Bila;;. aP:Btl~~j Y . Ridges, ~ , valley shall be at least one size larger than supported afters. Sec. 2Sl8(hl «_ L-~c'"'":-.~ Provide metal straps across ridge beam 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 l~EC Art. 210-26(al and GF,.I'S in 3arage, bachs and outdg_2r~ NEC Art. 210-la). and rafters. J. MECHANICAL Not.e "UFER" ground to be provided (NEC). Art. 250•81 All heating, ventilating, and cooling systems and appliances shall comply with the Uniform anieal Code. h PLUMBING (Uniform Plumbing Code) Show the size, location and type of all heating and cooling appliances or systems. ~11 plumbing sh•ll comply with the Uniform Plwnbing Coda. Show source of co · · or _1.unia.c.c__ ~ , will Chaper 6, g.M. ; l .,,..-... u. Show water heater size, type and ~M-::4'-"' 0~ :} .location on plans • .. I . S< ••. dwclti..g nit nlla-HJe• p•• i.-ad-wi~ft ~~ ~vJ~~ heating facilities,ieapable of maintain-_,,,r.,1. Show method of providing combustion air 't-JO~ ing a room temperature of 10° F. at J · to fuel burning water heater. Sec. 1307 feet above th• floor in all ·habitable ~ Fuel combustion wat.ar heater shall not be rooms. Show basis for compliance. UB · /4 -· installed in bath or bedroom or in a closet Sec. 1211 4pening into bath or bedroom. Sec. 1309 ~ Show minimum JO• deep unobst.ructed working ~✓ Provide adequate barrier to protect water space in front of furnace. /,. heater from vehicle damage. See. 1310 ~Note on plans.clearances to be per manufac-~ Show T and p valve on water heater and turers listing. Sec. 704 UMC show route of discharge l1ne to exterior / Furnace shall not be installed under any Sec. 1007(el stairway. Sec. 704 UMC , _{i;j). Provide dryer vent to outside. UMC ~urnaee shall not be installed in any ~.) Sec. 1903 . bedroom~ bathroom, closet, or in conf-ined '?4 . Note on the plan that hose bibbs and lawn space w1th access only through such room. sprinkler systems shall have 3pproved unless speei!ied as direct vent applunce, _.. _,.,., backflow prevention devices. Sec. 1003 enclosed furnace or electric heating appliance. /' see. 704 UMC Shower 3tall shall accomodate a JO"circle Show IC90 approval for prefab fireplace and provide approved installation instructions at job site. and have a minimum floor area of 900 sq.in. UPC 909(d) M. NOISE INSULATION (DUPLEXES) :~show details of duplex common (par~y) walls / and floor/ceiling assemblies to achieve a Sound Transmissio_n Class (STC) rating 1n walls of 50 deciblas and an Impae~ Insulation Class (IICl rating on floor/ ceiling of SO decibl&s. Tit.le 25 Show how oenetration of assemblies !or piping, eiectrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmi•sion rating. Titl'e 25 2 ✓ Provide insulation in walls and c:eiling ,,7•· ~o achieve STC of 50 between garage and living area if garage use is not controlled by resident Title 25. N. !N2RGY CONSERVATION :=/All !.ddit.ions to existing residential _},)'1· bu~ldings 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(cl • .. / Specify the inaulation R. values" for walls, /~. roof &nd ceiling. CR-11 for walls: R-19 for ceiling•, or provide details and analysis / for alcern&te design. T20-l403 Ta_Ol• A , 28. Specify th• gross floor area or heated · portions of the dwelling. and the area /Of glazed openings on th• plan. (T20-l430) 2,<. Provide an analysis justifying increasing / the single glazed area beyond 161 of the gross floor area. Show method to reduce h t los■ to that which would occur with asic glazing. (T20-1402,def.l 2 y P~ovide energy analysis to show that the bonnet capacity of the gas central furnace does not exceed the building design heat loss by more than 301. (Exception■: 48,000 BTU Hr. output furnace. See also Cali.fornia Efficiency Adjustment.) T24-1404 Note on plan that all tranverse ducts, plenums, and fitting joints of HVAC system shall be sealed with pressure sensitive tape or mastic to prevent air loss. T20-1404 Note on plan that insulation of duets shall conform to UMC Section 1005. (T20-l404) Note on plan that all doors and windows to the exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. (T20-l403). / Note on plan that back draft dampers are • ~equired on all fan systems exhausting i~ from the building. T20-l403 Eleetr~cal resistance space heating shall not be used•unless: a. 60\ of heating/cooling is supplied by a nondepletable source. b. supplements a heat pump system. c. less than 10, of total heating system. d. life cycle cost analysis justifies. T20-l404 ~a/ Note on plan that all heating and cooling /•· equipment efficiencies shall conform to Title 20-Chapter 2, Subchapter 4, Article 4. (751 for forced air furnaces). ✓-Note_on plan that no natural gas, central heae1ng plant may be installed without an Intermittent Ignition Oev1ce. T20-1405 Electric ~esistance water heating is not permitted unless verfied as cost effective by a life cycle cost analysis. T20-l406 ~ Outdoor pools with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks, etc. T20-l406 MISCELLANEOUS Show a minimum 2• air space and flashing between planter and building walls. ___.sec. 2517(e) ~ill. Specify material to be used under the · shower tile. Sec. l707(a) / Specify lath and plaster to comply with Chapter 47, oac. ~ fi Two 3/4" copper pipes must be installed from water heater location to convenient location of future solar panels (City Ord.J Provide sleeves (roof jacks) in two future 3/4• copper pipes to location of future solar panels roof for c"'nvenient (City Ord. l 3(l.k';-Note that solar water piping is to be insulated .,,,.,--in areas that are not heated or cooled. __ /ity Ord.l /· see attachment for roofing requirements. C ~)~n) a Sn2.uc.,\o,w..Q. ·-.""\.(J\-d,<2c..1,<~ ·· ·· ~ i) 1 ~ \2E>C.Q, \' -r o-f-=t 12-C.<:: ... ks. !!Q!!.! The plans were reviewed baaed 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: __________________ _ :::ing plans roquiro major oorrooeions and mplete plan recheck, by plan check _ ~---gi.neer, is required. By: ::c•Y)O (9:i\s;.)o I q,_,v1 oaeo: 4:\ 1[9 5 If you have any questions regarding call ·=:r,~ this plan check, please a(61'i) ~00 l:'tb e,_, We would also be pleased to meet with you, at no charge, if add1tional assistance is needed. , Date,#> Prep~by, /i,i Jurisdiction c_)~ VALUATION AND PLAN CHECK FEE CJ Bldg, Dept, D Esgil PLAN CHECK NO. 8 3-/0 7 BUILDING ADDRESS .;;).G,-;;2.. Lf /JJ/.l-LLOJZC4 ,,_::t.. APPLICANT/CONTACT IVf?1<? c:;,;v0f/1 PHONE NO. BUILDING OCCUPANCY ,R0>-7 '.S /_,b,:;;.;_;p>/a,...s '? D_E...:.S...:.I...:G:....N.:...E...:.R...:.P:=H==O::N:::~::--:----7.:-2:-4--¥--:--/-s-'7 ,/4?-'3, ?7 TYPE OF CONSTRUCTION p,;_, tJ CONTRACTOR PHONE ____ _ BUILDING PORTION l-1 II In 1 . ~ '7)// Res. Baths (over 3) Res. Fireplaces ( m2er Air Conditionin£ Commercial Residential Res. or Comm. Fire Surinklers Total Value Bu1ld1nq Permit f'ce $ BUILDING AREA VALUATION MULTIPLIER ~R83 (i & 47~ ' BG/ (i I,) /~ <-:9- UtJ4, (• Ii "JS~ I e, 338'~ , @ 2,200 @ 1,760 @ 2.AO (<l 2.40 @ 1.50 AdjlJStment for Stale Mandated ll;uul i 1·apped Access Requlationn X I.Oti', = VALUE /'6~ 501 I CJ ,3 3 ::i... 30¥-S- f ;;i.._ ,;,... 0 C) . 9219' ' ~~:P11 Plan Chet'k t t'P $ .1tJJ ;;-- tf-5&? .. J.--. _____ ... X_l.11(,', C . _$. C UM M f N I 5,_: ----------------------------- 8/4/82 ' ► , 5fD INTERDEPARTMEN I AL_LNEURMATJON SHEEI lECEIVED MAR 18 1983 B.U.l.LD..lN.G__llEf:.8fil[:1E]l DATE : i;,,. ') I 1 ~ ""7,,_ ,. /J..? CITY oF CARLSBAv BUILDING ADDRESS: 0 ~.<7'-/(/~~ B11lldlna, Department A.P.N: c2_j(,,-,_{f?:F--/&z C.T: ___________ _ EL£.Nftitili__]f:£1illltlEfil f ' ZONE: __ ~--SCHOOL l'EES: SAN DIEGUI jS/t.>l---SAN MARCOS __ _ ENCINITArb f?OO CARLSBAD______ / ·UNITS Rl!f;-n: ------+f-/---,,. I PROVIDED: e!C,- % COVERAGE ALLOWED: 4v PROVIDED: ~~ PARKH!G SPACES REQ'JJ: _ __,.µ~,-;<-L-----PROVIDED: _________ _ BUILDING HEJ,3HT REQ'D:________ PROVIDED: ________ _ FRONT SETBACK ALLOWED: PROVIDED: INTRUSIONS: / ------ RE-DEVELOPMENT APPROVAL REQ'D: SIDE SETllACX ' REAR SETBACK ot'C,, oz ------ LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTIO:-.J REQ: JJPc.o '}@tJ ~ ~,t':<, ADDITio;\/AL coMMENTs: ONL y ONE KJTGHEN _/::€12. 1::, wcLL;,.vtr 111111 OK TO ISSUE:~ DATE: ~m OK TO FINAL: ____ DATE: ___ _ PUBLIC FACILITIES FEE: SEWER CONNCCTION:tV~~~~~d _tJ.~ CQl'1~¾----,~.--f</-=--p,.J;,-,,J-::-b---;:-~7 ._.J~ DRIVEWAY LOCATIOUfS~ ___ -=-(t-:,FP--- GRADJNG PERMIT:~ l'Wc.tl ~-r~IZ4'---\ EASEMENTS: ____ ~~---DRAJNAGE:SN'-ovJ ~ 7o..., LEGAL D5SCRIPTION: ~-=ff: 7 9' A ADDITIONAL COMMEt.TS: 1 K\t§) 4e¢O * IF Tll1 S JTE~f rs Nor C:IIECKED, lllJ[l..!lING 1)1'.l'Af\'nlENT WTLL MAKE l'INAI.. INSPECTION. ,. 33-101 .. C(?NWAY & ASSOCIATES, INC. 111=1= -nil~ Civil Engineering • Land Surveying • A rchitectur<1l Design Date: Lj-:'1.-~ -~~ Job #: . Cales bv: 1 D L Sheet 1· of -~ ·y ~1rIBW©1rW IB£~ ©£~©1JVJ1£1I'D® E:::J ~ I§@ffi -. . .. , ... -------···--------. ------- D E S I G N DAT A: GOVERNING CODE : --~------------------------------1979 Edition , Uniform Building-Code MATERIAL SPEX:IFICATIONS: ------------------------Concrete-------F C = 2000 PSI SOIL BFARING AND Masonry--------FM = 1500 PSI N'.:l special inspection required Reinforcing ----FY , .' =4 0, 000 PSI Struct. Stl . ---FY ---PSI Lumber---------I:bug. Fir FARTH IJ\TER.7\L PRESSURES: ------------------------ror DL -J ,T., ----------PS[-' E,q. /\ct. fl.uid Pres. -PCf r:.q. Pas. FJ.11.id Pres. -r-cr DESIGN 107\DS: -----------------------------------Seismic (zone 4 ) --.186Z< DL Wind Load ------------15 PSP Ibof Load -------16 & 20:,SF ________________________ ..!.,F.,!,.'loo~r~ilie_LQp._g ------40 PSf 396 N. Highway 101 • Encini tas, CA 92024 TEL : (714) 753-1453 .. ,-------·------ / J OS E I' M f'. D /-, /,-\ !: I~ 0 M O t. ' Allf'.>111,r.T l 75~2 r,,:..~_1!.: Jou 11, c,-.1 1r01~r,1,, " 9. 31 ····--. ·····----···---·· ... -_,. / /I ,10 ,,-·-• 'I t,, /·t c:· · a I , ,·· /~1--·i(.f"",.}/;f,;) '," I & r ~ .. _ _, ,.:r t • - Br::NTON El-!GINLEHIMG. INC. fOlll',OATloNS PHU.I_. l'I•. ~~ , "l,lU10N ... ,.,.,,... . .............. .. Rancho L::: Costa, Inc. Roule 1, ~oJ< 2550 Encinit!:,, California 92024 (,)41 II (AH>N 1,,,1:tV,,ldl bAN [JI: t.11. C" Al 11 <•l'tOA !1211!>' June: 23, 1?69 Subject: Proj.-ct No. 6S-11-23D Fin.ii R~port on Gcntl~rr,t'u; Compact:-.:! HI lc•J Groun.J lo Costa South -l:ni r No. 1 lton:ho lo Co,to, Cali i<,rni,; !;A,.. Ou r.o !19~-SG~• LA Mt.._,., 4GP-5~54 lhis is to rcp.;,rl liw results of test, awJ ole(r·,ulior,1 mode in o,der tu i,.,,,:•cl 11.c c.c;npaction of fillcJ groun.J pluced on ccrtoin urcm of L,,11 1, J lu 7, iror.lu,ivc, l•: to :l5, inclu,ivc, 34 to 31, lnclu .. ive, 43 to •i5, in~lusiv,•, 51 tu 58, inclu:i . ..,, 62 lo 7'l, inclu·.i·:c, C2, B:i, (M, 8q, B7, 89, 90, 110 to 120, inclu;ivc,, 122, 123, l:ll, l'l2, l~l tu 1~1, inclu~ivc:, l{,6 to Ii'/, inclt•~ivc, 181 to U-1, in.:L,~ivc, or.J 1'0rli0n1 of lo Cu,i.1 /\vc·nur, tf,rvc,rro lJiiv..:, Vir jo Co.:tillo V/rr•/, NJcvo Co~tillJ \'toy, S1•villc1 Woy, lc:v,mt:· ~t,cd, G1ili,iu V/:iy, 01::l lu C,,,.,;; .. Plue(:, laCo~la South Unit N.>. I, koncho Lu Cos to, C11lii<>r11iu. lhc fi lb ,,ere plo~cd JurinJ ::,, ,pLrio:l.; bet=cn February 4, 1'169 01tf May 2, 1'/,W. Th:i approximate orccs and dc,pths of fillc:d (jrounl placed under our i11~p.:,clion in accordance wilh Inc approved speciflcotions ore shown on 1hc uttod,cd l>rawin:i No. 1, entitled "Location of Comp:icted fille:d prour,.l." TT,c 9r0Ji"J pion u1cd for the placc1111,nt of fi lied ground wos prcporeJ by N.clntire t, Quiros, Inc. clotcJ Jcinuory, lt68. n,c '"i>P'.:l"in.olc k,c.;.tiuns ot wl,id, t/,c '"·•> ,·.~"· L1kc,n and 1:w fincil ,.,st rc,ulr, me presented on p:;;c N.:is. I. I<> 1-7, inclusi-lr,, u11.J,., ,:,c "le.LI, uf lul l:,,,.,lts." ·11,c 1-,1.c,rutory dcturmin-1-. tion~ vf thr. rr,~~)".if'1u111 Jry 1..lr·n-itit·S uJJd 01,:i:11uiri 11.<,i:,fdl( content!. 0f tLc rnojur fill n,ut.;rials ore r,rc 1 t'•nti....J en p.:i:,c N:"J. 2(), l.111:l .1 t11l' "lcil ,,iut.,,y l .. !.1 f!,:::.ulh.11 ~;,,;11~• c,f the• rnoximum dry dcn·,iiiC'~ sl,~,,·.11 iii ,;I(" 11 1"u!.lv ,A l(•'.tt b ·.ull:.'' ._,,·1c-u,;11Li11-:1liun:; of tl (:,••. il,c h•!.t~ Wi.!f<.: tukt:n durir:i tl,,, w-,d,I;-1,~rioJ, in fic .. ltJ ldu"; Tt·,I N,111,l,,,r I t,, I!, 111 l,,,iv" 9 '" 7~, iwlu,iv,• 30 tu 37, in, 111 .. ivc: ~~~ Iv [i',', inc Ill .L·ti 90 lo l'.l'/, i,,,.111,iv,: 1-'.0 t,1 1') I, in: l.01iv,• lv7. to2'.i/, ir..lu,iv,, f,·l,ruorr ll, 1',\','l lcl,r11rny 1'., 1'/!,'I lcl,,u:11y :1?, l'Jt,'J /Ju11d1 ::, h-1(,'/ Mwd, I',, l'lf.',' Mc,rd, '/'/, l','6'} /1.ud, ','/, I?/,? ,. _________________ _ I ,•,,.•j: ~-t l~o. ltl-11-'.'30 lo· Cu~ h:J Sou ::1 U,1i t l--Jv. Test NJmbcr 25S to 352, inclusive 353 lo 433, inclu1ive 434 to ~61, inclu,ive .i',6:? to 485, inclu,ive 48!> lo 506, inclusive --~,~·•-·-----,_,..,_ - -2·· Wed: Endiru April 5, 1?6? April 12, 1969 Aprl I 19., 1?69 April 26, 1969 May 3, 1?69 h,,,., 2 J, l'H.'/ The fir.-: ,~suits of tuts or.J observations inJkCJt-, 1:.01 the compacted filled ground hos been placed ... r ;:; p<!rccnt of 11-.c maximum dry dcr,1ity <A grco!cr. It hos Leen detcrmin~d that th,: fill mot:.i.Jls, cornpo~lcd ta 90 percent of the rne1,ir,1ur<1 dry density, hove o sofo Lcorir.i ,,ah1c of al lcc,t 1510 pounJ; p.:,r square foot for one foot wide continuous Footir-cs Founded ol 0° minimur.~ c!~pth ond placed five Feel or more in1ide the top of compacted Filled ground slopes. IF footirus ere plou-d clo,er lo the expc,s•,d slor,~1 than 5 feet ir~ide the top of compnclcd filled gro-Jn:l dop~s, th.,,c should be deepenc,d on:, foot l·clow o 1 1/2 horizontal to I vertical lin<;! projected outwurd one! downwurd Frorn a point 5 fol'! horizontally i~idc the top of compacted filled urounJ slop.;L fosls indicotc that 1he comp·,cteJ filled ground is oJcquote lo sofofactorily support the propo;..:J one onJ two story woo:l ftumLJ Jwcllirus witl,oul dclrimcntul settlements. In our rc·p.:irt of thl' ari[Jin.11 i1wl',liuotio11 Lll<' !u"lcJ al this suLJivision, (r>r.,jcct 1--lo. 60-2-2C doted M.ud, 8, 1Yc.i8), ,,·c s!Cltc.:l 1hut scmc silty clny onJ sur.Jy clay suih ho:l been found on the site thal w:,rc cxpcu\.,iv", onJ v1<, rt c.o:ur;,~rd,,J 1:.u1 cud, lot be i11,p~ctcd clurir;J or ofter gradif'IJ to J~hmnin~ tho,c lot; in w!.id, sud, l!1.p.,mivc soib c,;hl within tl,c uppc•r 3.0 foet. This h,is l, ... ,n Jun,, c:ri-1 ti"' l,,llm,ir J lut; I."'°'' L,c,n r,,un I '" c:ont-,iri puh:,11tic,lly c>:ponsive ,oils witl,in rlu, ur,r'''' J. 0 kd. Lot f'!. IJ • 1 l,1 !: I , II' lu.ivu Lot t-l," . 97 t,1 ?U, ir,,,111.,i JC Lot l•J0s . li'U J,, l ..;:j' i 11 .lu,i IC It is tcc,-;,,1o.~nJl•J thJt 11,cc ft,lluvir,J •F'ciol J.:,iun precautions lie token for the houses lo bo construc.t.:d on tlic c.bo,•c-li,te<l lots: 1. holut-J ira:c·r ior 1,ic1; d, ,<1l,I 11,,t Le· u~~J. Conlinuou, foJli"JS slwulc.1 be used tl11ou)1.:i.Jt, ,,,,J the,o sl" .. uld I,,, 1,lu~.:J ut a mi11irr.unt dcplh of two f(·<:I Lclow thl lo,,'t'SI uJjuu,nt l'Xi~rir,, fir, d !J'""nJ surfucu. ·--·----~~ 2. 1:t i,,ft.:.;1 .... ~· l11,J i11I.J1tui111 :Lt, ,,,.li1.·1·n1:,I) 1,•,itL !)fccJ Lai~ ull intc:,ior uir1 c:x.tt.?1ior f,1,___1tir,.;~ ,.i1!1 t,.,., l_.1 l•,11'.. ut :~ i1. i, ·. ~1Lo•.•...: tlit~ L(Jttoru uf ,di fo~itir...,_J!. und f-.,...o f4 l,11, 1,l.h,.J I 1/2 i,,J,,.·, I. '"·' 11.,, 1«1> of tl.o ,h,11,~ "' ti.,, fo.,tit\;L J. ll:.:' ,.,,,. ·,I , .. 11,.I tlu1 1=, 1l1,it ~,ji 111 I .·t...· .. c·n c.ontln1Ju:J~ fo{lli1 ,~., <i1 rc·i11furc.c! all t,,1, ll·f,_• ">lui: ..,.;,:. /1 ,-/1 • !11 1l11.",u1·11 "·,i1v folirh:, 011d 1•1u~ld,! u r,1i11imwn of 4 i11.l1, ~, \•f, I, ,11\ 1.o11; I I. ·1i ·-i1:1 oll, 1,1,.:1t:k sluL!.. P1,1Yi,l~• u 1r1(ii!dtHf' l1orri0r 2 i.h·L. '· l I,,',, :.I.,!'., tq, Ii I II. i1 I (Ill ,~. "1 I, , , I 1 •; , , I • d . t -'·· ,,v,"'·C'"'i ;·:-~:-· Lo Co,1,, S,)Utl, Unit N,,, 4. Scpmnt,, ()Clr'".J" ,1.:1,·, fr•:111 pcrirndcr footlr41s hy _ 1/') _iw.1,_ :!_,i_,ckr)<HS of ;on,trudion kit or ,,,,ui,nl,•nt, t0 allow ind•,p~,..1~nt rnov,,mcnt of oorO!JO slol.s rt•lolivo tor~• ii:,dcr footi,~JS. 5. Provide positive dr<1i11:1:ic ov,uy from oil p~rinielr!r fo0tirgs to a horizontal distanc<! of ot lt"mt 6 foci ouhidr. the house wnlls. In adJition to the filled orour,l pluced ur.<l inspected within Lo Costa South Unit No. 1, the, was an ar.10 of fill approximul,,ly HIO f,.et cmt of the cost i,nd of Novarrn Orivc. This area Ii shown on Drowir.a No. 1, orJ tha t•:Sh tui<.:?,1 within the arcu ori! Test Nos. 257, 258, 264 or 270. Resp::ictfully submith.d, Bl:NfON ENGINEERING, ltlC. ) B; y) It -; ~---c/2z:-(...":: -----· /,\. V. Polhi,'r, Civil ~r.:..1inc.Jr Oi,t,: (•I) Add.-c;1cn (2) ~.lclntiic & ()uir,,',, lnr.. /\tt.:ntio11: Mr. ( "" y C,11,,k:y ( 1) l,ic k b,J i n::111 i r.J (2) S,,11 Dk:io C,uril; Lt,il.lin.1 111,pc,.tion VLkr, Culil,,,11i<1 -11,ailc,l 1-<J-70 , .,, , , I I,,. L ' ,, • LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRA- TIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the bal- ance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years shall be collected on the tax roll in the same manner as property taxes. If the six-month construction period extends into the sub- se~uent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll in the same manner as property taxes. The full sewer service charges for all 560Sequent years shall be collected on the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually commences on a different date. The prorated sewer service charge shall not be required in those applications for sewer permits for subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closings on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer •. If a service lateral is required, it will be installed by the Leucadia County Water I ·,· District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the applicant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRiq:' AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The Inspection Deposit will be refunded upon the completion of satisfactory inspection of the connection to the District's sewer system. The inspection deposit shall not apply in those cases in which the applicant has paid plan check and inspection fees for a subdivision. OWNER'S.NAME: William & Ruth Spencer MAILING ADDRESS: 3530-256 Damien Avenue La Verne, CA 91750 PHONE NUMBER =~-1.Z..1..J4~-::..51.a9~3::.-2:a;Bw8.i..1 ____ _ SERVICE ADDRESS: Mallorca LOT NUMBER: TRACT DESCR~I p=T=IO,,./N;.2: ________ _ ASSESSOR'S PARCEL NO :_.,_2.;.;16s,_;-:.,,l_s,.80¥.:-;.1.;,,6~~-TYPE OF BUILDING_,>.Jsf'--_.NO. OF UNITS_L CONNECTION FEE: LATERAL SIZE:~; EASEMENT: EXTRA FOOTAGE: 15..,..@$8..5!ll Foot EXTRA DEPTH: @$ / Foot LATERAL FEE ---- INSPECTION DEPOSIT PRORATED SEWER SERVICE FEE TOTAL PAID BY: CASH CHECK N0.1!13.. RECEIVED BY: B.Savill $ 1,500,QQ 12Z 50 500 DD 50 DD $ 2 ' 177 5( that the above information given is correct and agrees to I <Le/1 .. / 3/16/83 J 6049 Date Account N