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Home My WebLink About2288 PLAZUELA ST; ; 82-430; Permit., z 0 ~ ~ ... lrl 0 "' I[ 0 u "' .. 0 ... 5 ~ .. z ~ z 0 ~ z .. 0. " 0 u ., "' w "' "' i "[ O I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. L,c No __ Class I heretiy affirm that I am e~empt from the Contrac-tor's L,cense Law for the following reason {Sec. 7031.5 Business and Proless1ons Code: Any c,ty or county which re-Quires a perm,t to construct, alter, improve. demolish. or re_paIr any structure. prior to_ I1s issuance also requires the ap-plicant for such permit to file a signed statement that he 1s licensed pursuant 10 1he prov1s;ons of the Contractor's License Law !Chapter 9 comrnenc,ng w,th Sect10n 7000 of 01v1s1on 3 of the Bus,ness and Professions Code) or that is ex- empt therefrom and the basis lor the alleged exemption Any v1olat1on of Section 7031.5 by an applicant for a permit sub- jects the applicant to a e>v1I penalty ot not more than lrve hun- dred dollars ($500) U I. as owner of the property, or my employees with wages as their sole compensation. w,11 do the work, and the struc- ture 1s no\ intended or ottered for sale (Sec. 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or Impnwes thereon and who does such work himself or through his own employees. provided that such imprQ\lemenls are not intend- ed or ottered for sale. II, however. the building or improve-ment 1s sold within one year of completion. the owner-builder will have the burden ot proving that he did not build or im- prove lor the purpose of sale) 7 I, as owner of the property, am exclusively contracting with licensed contractors to construct the proJect (Sec. 7044, Business and Professions Code· TM Contrac1or's License Law does not apply to an owner of property who builds or im-proves thereon, and who contracts for each pro1ects with a contractor(s) license pursuant to the Contractor's License Law) n As a homeowner I am ImprovIng my home, and the follow· 1ng cond1!1ons exist 1 The work is being performed prior to sale 2 I _have lived 10 my home for twelve months prior 10 completion of th,s work I have not claimed this exemption during the last three years C lamexemptunderSec ______ ,B&P.C for this reason ____________ _ 0 I hereby affirm that I ha•e acen1!,cate of conser-.i to sell-insure, or a ceM1f1cate ot Won<.ers Compensa!1on Insurance. or a cert1l1ed cop,-thereof (Sec. 380CI. Labor Code POLICY NO COMPANY □ Copy 1S flied WI D CeM1f1ed copy Is hereby furnished CERTIFICATE:. OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need r>Ot be comple1ed ,f tl1e permit Is 1or one hundred dollars 1$100\ or less) O I cert,ty tha1 In the performance ot the wor!< tor wh,ch this permit 1s ,ssued. I shall not employ any person on ;my manner so as 10 become sub1ec1 to the Won<.ers· Compensation Laws of Caldom1a NOTICE TO APPLICANT 11, after mak,n~ !hos Cert, f1cate of Exempt,on. you should become subiect t') the Worl\ers' Gompensa11on prov1s,ons of the Labor Code. you must fonhw1th comply with such prov,s,ons or 1h,s perm,t shall t:,e deemed re,oked O I hereby aff,rm that there ,s a cons1ruct,on Iend1ng agency for the perlormance 01 lhe won<. for wn1ch this pe•m1t •S ,ssued (Sec 3097 C1v1I Godel lende• s Name ___________ _ Lende•s Address __________ _ USE BALL P_Q_INT PEN ONLY & PRESS HARO APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. C.ARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 1~00 Elm, Carlsbad, California 92008-1989 (619) 438-5525 J08 ADDRESS · AV.ST. DATE O "~ION ~~t f L'tt...ve.:I~ ~o ';:\~'" OWNER'S NAME OWNER'S PHONE,, COhlTftAC:TOR Pl~ 1N1_____fe_e.r.,er I.\ ?b-i L.3 D J..,h...._ 6; -4--iL_ U>.".l_..i..:.,_,__, ---'----' LICENSE NO. OWNER'S MAILING ADDRESS ~$ '\ V ,/\,, Pr f'l. LA Co.>.\-I\ CONTRACTOR'S ADDRESS ;;lL :.t 't lA-G-✓-r..: ~{ BLOCK /;"\ DESIGNER ~.r..:.;:::..:.,__:__:_:_-'!-.:,i__-""'LL...L=C...,..::.C....L/_O:....:::::..L-'_---1 ~"'-.. l---------'>,!.j:;..l""''----'""2-'-!Ll'-!ll'-.l;~---------------1 DESIGNER'S ADDRESS ·-c..-r .. ~-~ CENSUS TRACT l o, CANO use 1 "C,;G:;;,C RES UNITS GRADING f'.ERMIT ISSUED YO N 0 '" FLA ELEV. vD NO I REDEVELOPMENT AREA y D N'ti vi~,~~ , "1.l.o"l'f LICE:NSE # DEStGNER'S PHONE NO o, EDU STilES -~ I TYPE OCC LOAD FIRE SPA \]',:J vO Nif I /Y,ATi~.i: Q. 4-~ 0., -ZONE PERMIT NUMBER PLAN 1.0. # BLOG USE CODE STANDARD PLAN# BUILDING SO. Foorp ~~~ .... ; Not Valid Unless Machine Certified QTY.I PLUMBING PERMIT· ISSUE 1 >2'.-, QTY. MECHANICAL PERMIT· ISSUE 3__-SUMMARY/ACCOUNT NUMBER . -I EACH FIXTURE TRAP -------,--INSTALL FURN. DUCTS iJP TO 100.000 BTU 1-~-+-_E_A_C_HBUILDINGSEWER ______ jp...,"'IC----1--_____ OVER10□~ $4,J.4'; SIGN PERMIT 01-00-00-8221 -a:: -----r ,_ ___ --I-- BUILOlNG PERMIT 01-00-00-8220 ~ u: ~ ~ 0 Q. E "' f- I "C 0 Cl c ID .~ Q. Q. "' I ~ C a: 0 00 00 ID 00 00 "' I 1-~.--1---~EA~CH_WATER HEATER ANO/OR VENT r---~ BOILER/COMPRESSOR UP TO 3 HP EACH GAS SYSTEM 1 TO 4 OUTLETS ______ t____ ""-""-<-IL BOILER/COMPRESSOR 3-15 HP PLAN CHECK 0H0·00·8806 O?..-~ I ~-1-T-□-TA-LPLUMBING 01-00-00-8222 1 ,,.,(; ¥- . -JI A• - .. ~ EACH GAS SYSTEM 5 OR MORE 1==· _ METAL FIREPLACE 1---+--E_A_CH_IN_STA~ .. ALTER, REPAIR WATER PIPE ___ ___ . VENT FAN SING~E DUCT >--+-E_ACH VACUUM BREA_K_E_R ____ _____ _ . -+--MECH EXHAUST HOOO-'OUCTS RELOCATION OF EA FURNACl::IHl::All::H WATER SOFTNER -------·---·-·-'T() -E:LE:Cl RICAL 01-00-00-8223 MECHANICAL 01-00-00-8224 --+---- MOBILEHOME 01-00-00·8225 ----------. _-_-_ I I MOBILEHOME PARK INSP I(. - /_( -, 80-92-33-0519 01-00-00-8226 -. z-U l EACH ROOF DRAIN /INSIDE) -_J_____ ' I I SOLAR J I . ------' TOT.t..L MECHANICAL I / STRONG MOTION -_-_ TOTAL PLUMBING I :.=-·.c~~,,,,.,,, /J . ..,,,.... FIRE SPRINKLERS QTY. 01-00-00-8227 -- PUBLIC FACILITIES FEE 32-00-00-8923 ELECTRICAL PERMIT. ISSUE ~.,,,. QTY. SOLAR -ISSUE -BRIDGE FEE . I I ~Ewc □NSTEAAMP1sw1.BKR __ /00 -"'Y.:S :,:::~ COLLECTORS . scH□□Lm,01s_rs1c~11t1,1 l/1LL-- 1 PH 3 PH STORAGE TANKS Carlsbad 80-92-21-0519 ----. ---I--------------··-ROCK STORAGE . Encinitas EX1~H"BLDG EA AMl'iSWI .'1:iKK I PH REMODEL'ALTER ----3 PH PER CIRCUIT PUMP . San Dieguito 80-92-22-0519 ----___ ,_ __ _ 80-92-23-0519 80-92-24-0519 Zl""rEMPPO~E 200 AMPS ---.g. . f LAN CHECK cEE ---. San Marcos ::_r_---/ ~ ~ ---I -• i:7-g ~ELS. ;r: -._ I '--"~-z !!_)_ >--+-~0-'-VE R 200 AMPS 1------------ I I TEMPOCCUPANCY{300AYSI ------i----------- ' l-4or✓~ !--~--·-TOTAL ELECTRICAL TOTAL SOLAR t . -11 TOTAL FEES PAYABLE li1; ~...r::i--, • ~1 -,·· ---I c!t·t:::r..~~ryt,0,1!~:~~i:=~~'#~:: :1,~.)~'~0:-':,':" ~~ovat% authorized~ such permit is not co~ witffin-1ttrJ.1MYfl ~tnedtlfeot,aocti, , , ' ,-·~ OVER 3STORtES IN HEIGHT pennit, or if the .buildl1'19, qr-~~ :1¥,MJl,Ae(J®: !f'.~ ,-.,,,,'.,,,;,,',;",, abandoned al en tune after thfl Worit is • · ·1 :;..;~·~~~~--,,.,~:-------:::=:""l~--; .Q ;;; >- ,; 00 ., u 0 a: ID ;; 0 ~ "' u C ID C u: ~ I C "' ., i; 0 1:, ~ C ~ re ;;; l HAVE CAR€FUlLY-EXAMfNtDtHE COMPLETED "APPLICATIDNANO PERMIT'" AND DO HEREBY CEAT!FY UNDER PENALTY OF PERJURY THAT All INFORMATION HEREON INCLUDING THE OECLARATIONS ARE TRUE AND""COAAECT AND I FURTHEfl CERTIFY ANO AGREE ff A PERMlT fS ISSUED: TO COMPLY WITH AU CITY, COUNTY AND STATE LAWS GOVERNlNG BUILDING CON- SffiUCTIO~. WHETHER SPEC!f:IE[} HEREtN OR NOT. l ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE etTY OF CARLSBAD AGAINST AU UABlLITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GflANTlNG OF THIS PERMIT. ApPl.lCANT'SSIGNATUAE .• : '""'-~~R.i;l~-r~.-~,.., +.+:;, w .. ~: . . . -av'.~ -'-fl----"-'--r-.--<-J.Jo......--:!I ,,.'•' ,·1 eJ-... I INSPECTION TYPE DATE INSPECTOR BUILDING FIELD INSPECTION RECORD .FOUNDATION REINFORCED STEEL I REQ IF I " --. MASONRY • I I f I INSPECTION ~LJrMr~ ... REOI.JIRED SPECIAL INSPECTIONS -SPECTOR'S vnc~~cu1 APPROVAL .. • ' .; i ).-YoD· INSPECTOR'S NOTES 1-,, 4 ,f,.,_~ ,. ~~- GUN I TE oR GRouT soils coMPLIANCE u.f.r w1t;1A FLOOR & CEILING SUB FRAME ~~:7:o:~ION INSP .,/-~'T'Tht4 7~ 4e ,h~ .~~ SHEATHING STRUCTURAL CONCRETE ---J , FRAME i-::o.,:v,::.rn~,o::::o.::o.:..eccs1'---___ +-------,---,------t----:::-1 ,-. ~ PRESTRESSED EXTERIOR LATH lNSULA --,;:+-l----1-,IJ----i-::C.::0:_:NC.::_R_::E:..cT.::E ____ -+---+------+-----1 POST TENSIONED ~ ,. •. A --• INTERIOR LATH & DRYWALL CONCRETE ._, --PLUMBING FIELD WELDING 1:s,., «~AT' 7Zi.e ,,,,. .ae~~ .,,vJ'~ SEWER AND BL/CO HIGH STRENGTH ' BOLTS ,P~L~U~M!.!'B~IN~G':"_'U~N:".'D~E~R~G~R~O~U~N='.D ____ --j===4.VJ---~ ~ _ SPECIAL MASONRY PLUMBING TOP OUT ~ ' •~ TUB AND ~HOWER PAN GAS TEST PILES CAISSONS ELECTRICAL TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC ELECTRIC SERVICE BONDING G. F. I. -SMOKE DETECTOR MECHANICAL I I . .. • /'j DUCT _§I_ PLEM., REF. PIPING HEAT -AIR COND. -SOLAR SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. JOB SITE FINAL PLUMBING -ELECTRICAL ' n MECHANICAL ' l'T GAS "'-.,,✓f~ I BUILDING ' ·r .• SPECIAL CONDITIONS ' CERT OF OCCUPANCY ISSUED \ = ~~----------------- ' THIS IS TO CERTIFY THAT INSUJ -~TION EAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNI/., IN THE BUILDING LOCATED AT: SITE ADDRESS: Number EXTERIOR WALLS Manufacturer WrlJ CEILINGS Batts: Manufacturer J/rvJ Street City Thickness/Type Y% ''R/Value / / /1/11 IQ Thickness_c,,_l,J-__ R/Value_~L--' GENERAL CONTRACTOR: __________ __:LIC.# _______ _ BY ___________ TITLE _____ DATE _______ _ INStn..ATION CONTRACTOR: APOLLO INSULATION LIC.#t '..186015 _.=:e::._::..;:_;:..;:_ ___ _ BY Jw ✓ ~ Tn1.E ~ DATE S--f-83' ------· ·-·-...... -------... €itp of €arh,&ab PIAn Ch<'ck r ltf' r,tans r~cci•1ed by juri!ldiction _____ _ c:15 APPLICANT C~ D CITY COPY D PLAN CHECKER COPY ·1-ne plan• received by plan checker /J'1zAJ ~/1 Oatc 1n1 tial plan check completed~'% by ..::Jim ~-_....,. __________ -__ -_-__ --_-_-_-_-_--_·:_-_-_-__ [r•~Elo/('IRD: PLEASE READ rlan check is li~ited to technical requirement■ c~nta1ned 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 h~ndicapped. The plan cheek 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, ~odi!ieation or change. All circled items have tc be satisfied before the plans will be in conformance wi th the cited codes and regulations. Per See. 303 (cl, 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. ·,. ;:;.;u;s I . Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have 1----+---------- ------. ----------- ~--4-----------------------~ been ~urned ~cJ;u by the ;;~~".k.J t;:;i&J~7itf~--~~---------~ 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 aheet with the revised plans. 1----4------------------· PLAN CORRECTION SHEET Date plans nate plans received by plan checker_,_-L'---''-------'=,=....: q Cb D BC--4-30 APPLICANT COPY CITY coB:::::::-- PLAN CHECKER COPY / Submit fully dimensioned plot plan drawn to scale showing location size, and use of al l 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 curb to property line. Sec. 302(bl7 Plans, specifications and calculations shall be signed by a California State licensed engineer or architect. (Cal ifornia Business and Professions Code) D. FIRP. PROTECTION ,✓walls closer than 3 feet to property lines r· shall be one-hour fire-rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A Sec. l709(al µ-:' Projections, including eaves, may not extend /' more than 12 inches into the 3 foot setback 'tram the property line. Sec. 1710 and Sec. 504(b) Date initial plan check completed~by..::J;,/?J f'OREWORD: PLEASE READ /:;J./~ I/ 1/ Projections, including eaves,shall be one-r· 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 Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumb1ng Code, Uniform Mechanical Code, National Electrical Code and state laws regul ating energy conservation, 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 to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (cl, 1979 Uniform Building Code , the approval of the plans does not permit the violat1on of any s tate, county or city law. p Please make all corrections on the original tracings and submit two new sets of prints, and any original plan se ts that may have been p;rned to you by thn:::sdiction, t o : IWJJ./4 Oi-; • 9 To facilitate r echecking, pleasP. identify, next to each circled item , the sheet of the plans upon whic h each correction on th1s s heet has been made and r et urn thi s check sheet with the revised plans. / Ind1cate on plans the name of the l egal owne r and name of person r esponsible for t he preparation o( t he plans. Sec. )02(bl Show location of µerm~nently wired smoke de tector. Sec. 1210 C:._ ROOM SIZES1 I,IGHT1 VENTILATIONS AND GLAZING ~ One room must contain a minimum of 150 square feet of superficial floor area. Sec. 1207(b) 3/'11abitable rooms , other than kitchens, shall contain at l east 70 square feet of floor ,1rea. Sec. 1207(b) Window area must ~e at least 1/10 of the floor area and a minimum of 10 square feet per Sec. 1207(a). Appears to be deficient in ,./ Openabl e window area must be 1/20 of the ';I'· floor area and a minimu~ of S square feet. Y· In bathrooms, laundry r ooms and similar rooms. Minimum is 1.5 sq.ft. (Sec.120S(a) One-half of all required window area must be openable in / . Provide mechanical ventilation capable of • '1/ providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms i f required windows are not provided. Sec. 1205(a) :i,I . No habitable room, o ther than a kitchen, / shall be less than 7'0" in any dimension. Sec. 1207(cl 12/.' Show that ceiling he1ght for habitable ✓-rooms is a minimum o f 7'6". Sec. l207(al .../ Show ceiling height f~r laundry rooms, /~· hallways, corridors, and bathrooms is a minimum of 1•0•. Sec. 1207(al .>"· )•· Provide Jo• clear width for water compartments and 24" clearance in of water closet. Sec. 17ll(bl closet front No cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sec. 1208 Specify safety glazing for glazing in hazardous locatiens such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Sec. S406 Glazing in shower and tub enclosures (including windows) shall be tempered, laminated or approved plastic. Sec. 1711 (f)(gl Sleeping 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 least 5.7 square feet with the minimum openable width 20• and the minimum openable height 24•. Sec. 1204 Eaves and cornices may not project into a required yard more than 2 inches for each foot of yard width if required windows open into the yard. Sec. 1206(d) /A mezzanine is an intermediate floor and may 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. 4Y. The loft you show does not comply as a / mezzanine floor and is, by Building Code D. .r· definition, a story ______________ _ EXITS, STAIRWAYS, AND RAILINGS Floors above the second story shall have not less than 2 exits. Sec. 3302(a) Required exit doorways shall be not less than 36" in width and not less than 6"-8" i~ height, and shall be capable of opening at least 90 degrees. Sec. 3303fe) Provide 36" high protective railing for porches, balconies, and open sides of landings. Maximum opening between railings shall be less than 9". Sec. 1716 Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B Provide stairway and landing details. sec. 3305(b) , (cl a. Maximum rise 8" arid minimum run is 9". b. c. Minimum head room is 6'-6". Minimum width is 30". _)k"· Handrails shall satisfy the tollowing1 Y· 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 ot treads. Sec. 330S(jl c. Handrail projecting from a wall shall have a space not less than l l/2" between the wall and the handrail. The hand grip portion of handrail shall be not less than l l/4" nor more than 2" in cross-sectional .dimension. Sec. J305Cjl (see attached) Every stairway landing shall have a dimension, measured in the direction ot travel, at least equal to the stairway width. Sec. 3JOS(gl Y,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. 3305(g) A door may open inward at the top step of a stairway provided the top step is not more than 7 112• lower than the floor level. Sec. 3303(1)2 Provide details ot 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 30 inches. Sec. 330S(d) (see attached) ..>""· Provide spiral stairway details: )-8"- 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) Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. 3305(tl Spiral stairways must have a clear walking space ot 26 inches between the column and handrail. Sec. 3305(f) Provide I.C.8.0. Reasearch Report and Number for metal stairway, 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. )06(al4B and Sec. 306(fl In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated stairways is exP.mpt. Sec. 3305 Exterior st~irways shall not project into the 3 foot setback from the property lines. Sec. 3305(nl ' 61. / ?· •• The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Sec, 3305(m) Minimum construction specifications shall be made a part of the approved plans. (See attached) ROOFING Specify roof pitch. Roof pitch is not adequate for roof type specified. Specify minimum pitch of _____ _ J)· Specify roof material and application. 7.,l. Specify I.C.S.O. approval number for roof < materials not covered in use. / Specify roof slope for drainage or design _/ to support accumulated water. Sec. 3207(a) 1'5· Show roof drains and overflows. Sec. 3207(a) J6· Provide skylight details to show compliance with Sections 3401 and 5207 or provide ICBO approval number. P· Provide plastic roof panel details to show compliance with Section 5206 or provide yshow 1 3/8• solid core self-closing door for openings between garage and dwelling. Sec. 503(dl .>M· 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 windows, Sec. 1214 ,✓ Show garage framing section, size of header r~• 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 1s•. Table 24-I y.-· Coors between dwellings and attached gar~ges 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 the 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(i)2 and 3305 (g), ? ICBO number. Show attic ventilation. Min mum vent area is 1/150 of attic area or 1/300 of attice area if at least 501 of the required vent is at least 3 feet above ceiling~oists. see. 320Slel St-k>W Q'l219., o-\ l'JTfT(. 1 ✓.' Provide 18• raised platforms for any FA.U, 7-· water heater. or any other device which may generate a flame or spark. Y. Note that continuous fire wall protection shall be installed behind raised platform(s) prior to framing platform. R. y: _y(. c. MASONRY d:, 1-ttZe>¼ Cl F Uet. 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, 2516(a) regarding ties and t9 wire in horizontal joints or note construction to be perattached sheets 30-1 or 30-2. ;.lo. FOUNDATION REQUIREMENTS Note on plans that•A soils engineer shall eva1uate 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 observ~tion, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value, Sec. 2905 Show height and construction details of ,✓• all masonry walls. Chapter 24 y~l. Note on the plan the soils classification. . . . whether or not the soil is expansive, and Note that cleanout openings shall be pro~ided ~. note the.allowable bearing value. s . 2905 over 4' in a single pour. Cleanout shall 11..Z.. -The founda ion pla does no com y wit be sealed before grouting, after inspection. -the soil report re~ommendation for thi,p at the bottom of all cells to be grout filled; _ Sec. 2415 project f\)0:CC::4 15l31?: 01\.) E:Qn-l"' Show floor and roof connections to masonry ~'"DL,=::m:\L.~ --t1:J ~ ~• A Jle IZ11 wal.ls: Connection shc:t.11 resist 2~0 pounds v\\nv. )\:\)TO c.Ci? :i,::, SO)k per lineal foot or the actual design load, It' whichever is greater. Sec. 2310 11 • ~t.es on--c.ti§!! foundat-i:- . . . . . ,.✓ the soils report recommendations for foundations. Provide material spec~f1cat~ons for mortar slab and building pad preparation. grout, masonry and re1nforc1ng steel. Sec. 2403 Show how masonry h~use walls retaining earth are to be waterproofed, Provide detail. Note that special inspection of the masonry will be required for _____________ _ GARAGE AND CARPORTS 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: 10-0 .Garage / on the common requires one-hour fire protection garage side of walls and ceilings to the dwelling. Table s-e Sec.503(bl 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.• l,O'l.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 UBC, Table 43-A, or be minimum 6" dimension beam and minimum 8" by 8" post. Provide spread footings for eoncenerated loads designed for 1,000 PSF soil bearing · or per bearing value as determined by an engineer or architect. Chapter 29 #-eek o..i s,le ?I°"" Show height of"':1!1:%1 €01 1~"~4 walls/\ Chap::.:.,_;J Show height of rel~ined earth on all foundation walls. Chapter 23 ,,,.(' Show distance of foundation to edge of r~· cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29 Note on plans that wood shall be 6ff above finish grade. Sec. 2417(cl 7, Note on plans that surface water will drain away from building and show drainage pattern and key elevations. sec. 2905(fl Oimension foundation per Table 29A. TABLE NO. 29·A-FOUNDATIONS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS DlPTM or FOUNDATION WIDTH TNICKNlSS BELOW NUNIH THICKNESS or ., ., NATURAL ., FOUNDATION WILL FOOTING FOOTING SURFACE STOIIH (IIICIIH) (lnclltsl {Inches) or liAOUNO IND FINISH CONCRETE UNIT GHDE MASONIY (Inches) I 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 SOTES: \'lhe~ unusual conditioM or frost conditions a.re found, footings and found4tions ~hall be as requirfd in Section 2907 (a). The ~und under the floor may be e1cavated. to the l'levahun of tht' top of the footin~. 1'1A"""'"'show foundation sills to be pressure treated, T ... or equal. Sec. 2517(cl 3. l~. i.,a'6. ].)'l · )'19. ro. )-41. Yo· Show foundation bolt size and spacing. Sec. 2907(el Specify size, ICBC number and manufacturer of power driven pins. Show edge and end distance and spacing, Sec. 306(fl Show size, imbedment and location of hold down anchors on foundation plan. Sec. 2312/fl Note on plan that hold down anchors must be tied in place prior to foundation i~spection. Sec, 2312(f) Show adequate footings under all shear walls. Sec. 23ll(el Show stepped footings for slopes steeper than 1:10. Sec. 2907(cl Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Sec. 2517 Show pier size, spacing and depth into undisturbed soil. Table 29-A Show minimum under floor access of 18"x 24", Sec. 2517 Show minimum under floor ventilation equal to l 1/2 sq. !t. 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 ?show all joists, rafters, beams, and posts /' 2" to 4" thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams S" and thicker shall be No. 1 Grade Douglas Fir-Larch or better. (Table 25-A-l) 1 ~/ Show wal 1 bracing. Every exterior wood 7· stud 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. Sec. 2518(gl5 .\,' 2 • / Note cross bridging or blocking. Floor joists and rafters more than 12N in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 2506(g) Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Sec. 2506(9) Show solid blocking at ridge line and at exterior walls on trussed roofs. See. 2506(g) Show double joists. Floor joists shall be doubled under bearing partitions run,,n,...,..---.. parallel with the joists. Sec. 2518( Show rafter ties. Rafter ties shall spaced not more than 4 feet on cent where rafters and ceiling joists are parallel. Sec. 2518(h) Show rafter purlin braces to be not less than 45 degrees to the horizontal. See. 2518('1) Show l/2N minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) Show double top plate with minimum 48N lap splice. Sec. 2518(g)4 Show nailing will be in compliance with Table 25-P. 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. 2517(fl Show stud size and spacing. Maximum allow-able stud heights: 2Nx4"@ 16N is 14': J"x4"&2•x6•@ 16"o.c. is 20'. Sec. 2518(g)2 Note an A,I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erection. Sec. 306(f) Detail all post to beam and post to footing connections. Sec, 2517(c) 4 Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables l,J,I<). ' 1~JC". Show J•x4• or 2"x6" studs in first story '/-of three story building. Sec. 2518(f) Provide,, dett!_ls and truss calculations. Pr ide roof fram~lan. See. 302( Provide framing~~~~~hrough\)a \'2,\QV:"> MuL.J".l•Mm Cux,n✓1n:z.TJ<,Y:M>tLlef. Section 302 (a) 7 L-0 ~~~~ @\ S~ ~,e 180. Specify all header slzes tor opening ver f}IJ4,Ll: "1 4' wide. Sec. 2518(gl 7 --------- l8l Provide calculat,ons f<lrl,\ft) /V l'\X!flle 6-A-IZ... \2.00F f'n\,0 ~,1,, 'Z/4-i-+i4 t:: al 7 to wa spas nd 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 /'~~access with minimun ~ !~~~ Sec. 3205 1,-(': Show-draft separation for attic areas in excess of 3,000 sq.ft. Sec. 3205 v(. 0· Show draft separation. for space between dropped ceilings and floor above in excess of 1,000 sq.ft. Sec. 2517 Specify plywood grade and panel indenti- fication index. Table 25-J When roof pitch is less than 3:12, design ridge as a beam. Sec, 2518 (h) Wood shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in height. Sec. 25161b) Gypsum lath and plaster, gypsum sheathing board and gypsum wallboard shall not be ~n✓ Show access to the attic or under floor .T" furnace to be minimum 30 inches by 30 inches, Sec. 708 & 709 UMC ,n.w""'"'"Note that passageway to the attic furnace T' shall be unobstructed and have continuous solid flooring not less than 24 inches wide. sec 708 UMC ~Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Sec. 708 UMC Show details to comply with Section ~09 for furnace under the floor, Section 708 for attic furnace, or Section 710 for 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. UBC Sec. l706(a)6 used in vertical diaphragms to resist K. ELECTRICAL (National Electrical Code) forces imposed by masonry or concrete All wiring shall comply with the National Electrical construction. Table 47-I Code. ;)". ~- If cripple wall stud~ are le~s than 14", /.:,2 • framing shall be solid bl~cking. Se~.2518(gl6 Cripple wall studs_exceeding_4 feet in 222 height shall be 3 inch by 4 inch or 2 199. inches by 6 inches when supporting 2 stories, Sec. 2518(9)6 Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade, Sec. 2517(gl 3 Show a weep screed at the line on all exterior stud stuccoed. sec. 4706(e) foundation plate walls to be Provide an approved waterproof building paper under wood siding. Sec. 170l{a) Specify an approved flashing for exterior openings and parapet walls. Sec. 3208 Show corridor width to be minimum 36". Sec. 3304(bl Specify truss layout for 30" x 30" attic access. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Sec. 2518(hl 3 Provide metal straps across ridge beam and rafters. J. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform ~Jncal Code h Note on the plan the amperage of electrical he electrical installation is more t n 200 amperes, show panel location and provide a single line diagram and load calculations including: a. Wiring method employed. b. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. Approximate length of service feeders. Provide plot plan showing services, c. d. all panel locations, circuit arrangement and load distribution on panel busses. Provide typical panel schedule(s). Dwellings req~ire minimum 100 amp service. Show location of all electrical receptacle,. Electrical receptacle lo~at.ioEs and/or .. 1 1., spacing is not adequate in L&fT \.,(..,(.\I\ D1rv,1C.M. i3c,pM 1.u,.U B 12 • z. I At least one receptacle shall be installed outdoors, in basements and attached garages, other than laundry outlets. Art. 210-2 Show minimum dwelling lighti~(NEC CoHV~=l Art. 2l0-26(a) and GFI'S in arage baths Of,,)•~T and outdoors. NEC Art. 210-• Note "UFER" ground to be provided (NEC). Art. 250-81 PLUMBING (Uniform Plumbing Code) 70 Show. thfll ,nze, 1 a...,ation and type of all r ::::L::u::-:;e;:~!u::~::a:::sf:: :::::::· All plumbing shall comply with the Uniform Plumbing Code. will comply with Chaper 6, U.M.C, Every dwelling unit shall be provided with heating facilities capable of maintain- i~g a room temperature of 70~ F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. USC Sec. 1211 Show minimum 30" deep unobstructed working space in front of furnace. per manufac- r- y{. r· .(;J Furnace shall not be installed under any 'P:/:.., stairway. Sec. 70·4 UMC 4 Furnace shall not be installed Ln any bedroom, bathroom, closet, or in confLned ~43 Note on plans,clearances to be turers listing. Sec. 704 UMC space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. z;,,,,<': 51:!c. 704 UMC / • Show ICBO approval for prefab fireplace and prov1de approved installation instructions at Job site. Show water heater size, type and location on plans. Show method of providing combustion to fuel burning water heater. Sec. air 1307 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. 1309 Provide adequate barrier to protect water heater from vehicle damage. Sec. 13~0 Show show sec. Sec. exterior UMC Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. Sec. 1003 Shower stall shall accomodate a 30"circle and have a minimum floor area of 900 sq.in. UPC 909(dl . ' y.NOISE INSULATION (DUPLEXES) Show deta~ls of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and an Impact Insulation Class (IIC) rating on floor/ ceiling of 50 decibles. Title 25 Show how penetration of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust duets shall be sealed, lined, or insulated to maintain required sound transmission rating. Titre 2S Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident Title 25. ENERGY CONSERVATION All additions to existing residential buildings must comply with Title 24 energy regulations. Additions exceeding 30\ of the existing building requires the existing and addition to have R-l9 ceiling insulation if the existing ceiling area is accessible for insulation installation (T20-140l{c). Specify the insulation R values for walls, roof and ceiling. {R-ll for walls: R-19 for ceilings, or provide details and analysis for alternate design. T20-1403 Table A, 2B. / Specify the gross floor area or heated portions of the dwelling, and the area of glazed openings on the plan. (T20-14301 ?-Provide an analysis justifying increasing the single glazed area beyond 161 of the gross flOClr area. Show method to reduce heat loss to that which would occur with basic glazing. (T20-1402,def.) .,/' Provide energy analysis to show that the r~-bonnet capacity of the gas central furnace does not exceed the building design heat loss by more than 301. {Exceptions: 48,000 BTU Hr. output furnace. See also California Efficiency Adjustment.I T24-l404 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 ducts shall conform to UMC Section 1005. (T20-1404l Note on plan that all doors and windows to the exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. (T20-1403). Note on plan that back draft dampers are required on all fan systems exhausting air from the building. T20-1403 Electrical resistance space heating shall n~t be used unless: a. 60e of neating/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. ? T20-1404 Note on plan that all heating and cooling equipment efficiencies shall conform to Title 20-Chapter 2. Subchapter 4, Article 4. (75l for forced air furnaces). ~o/ ~ote on plan that no natural gas'. central /'· h ting plant may be installed without Intermittent Ignition Device. T20-1405 c~ric resistance water heating is not mitted unless verfied as cost effective by a life cycle cost analysis. T20-1406 !!Q'!!.:. __ /Outdoor pools with fossil fuel heaters r· ~equire pool covers as well as other energy saving devices such as time clocks, etc. T20-1406 0. MISCELLANEOUS ;id(. Show a minimum 2" air space and !lashing between planter and building walls. / Sec. 2Sl7(el ,...)1l2. Specify material to be used under the / shower tile. See. 1707(a) ,....X,3. Specify lath and plaster to comply with / Chapter 4 7, OBC. ...)d'4. 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 e~nvenient location of future solar panels (City Ord.) Note that solar water piping is to be insulated in areas that are not heated or cooled. ~--/ity Ord.) 7· ~ee attachment for roofing requirements. The plans were reviewed 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, _______________ _ Cate: __________________ _ 0 Building plans would be substantially correct and complete if minor corrections are made at counter. By, _______________ _ plans require major corrections and plan recheck, by plan check If you have any questions regarding this plan cheek, please call <:::::;::r:-["\f\/'\ .(114],isw 1<k>A . We ""ould also be pleased to meet with you, at no charge, if additional assistance is needed. i: Af!PLIC:A.'IJT PLI\N WOl?l5]HEET P[RMIT NI :Mf\[R.~----------- JOI'\ AnORE\S CITY C&:: l).bf\J tA, ' J C~TIMATED VALUATI0/,1 OF WORK ________________ _ Th<-valut> shall mcludt-all construction work for wh1C'h the pc-rrmt 1\ ,s~ut>d as Wt>U as al! fin:sh work, p.:iinting, roofing, elcc:triC"il.l, plumbing, heating, air conditioning, elevators, fire•extingui~hing systems and any other permanent equipment, indudlng contractors o,,erhead and profit. BRIEF DESCRIPTION Of WORK \.CM,.\...c\-, h ol-.s,;·..,'Jlt. .(!¾, 17 f?.s'='s, h ... <e. w.ti.__ 4-\:111~<J ,,...rrf1 ( BUILDING OUILOING OCCUPANCY OR USE _____________ _ TYi'( OF CONSTRUCTION _______________ _ AREA LA (' 0_;,1" I'\- f2LUMf\!NG Pluri;bing Fnnurc Tr.:,ps Number Lav./)ink .............................................. _ ............................................... 'J, ....... . 3 To1k·t ............. , .................................... , ...................... , •• , ............................... .. T ub/Sho...,·e-r .........................................................................................~ ..... . fJQor Dr.iin/<:..ink................................................................................., ......... . Clothes Washer .Standpipe-......................................................... -..................... . Bu1l~::g.l:ee::;p ............................................................... • ............ -......... 1 ........ . \Later Heater/Storage Tilnl<s ........................................................................ .f ........ .. Ca$ Piping Outlets ....................................................... , ............... , ........................ .. \l'ater Piping Inst.ill or Repair ................................................................................. . Or<Jm/Yer:t Install or Repair .................................................... , .............................. . La'4n Sprinkler System ................................................................................ ! .......... . V .1ci.:um Breakers 3 ~~$ 5:w~~~:::•:.:•.:•.:·.:•.:•,:•.::·.-.::::::•.::•.:•.:::•:.::•.:•.:•.:•.:·.:·.:·,:•.::•.::•.:•.:::::::::•.:::•,:=:::::: ::::c:::::::: Other Fixturc-s or Equipment ............................................................. ! ............. ,. Ram \I. '1t".'r Ora;ns (ln!erior),, ..... : ............ t?.~~~ .......................................... ~:•••••• ... ., McCHANICAL Numb(or Ht'at1nr. Unit,; Fo,ced A,, Unit .............. ':\.~?......................................................... / 100,000 nru or Less ......................................................... _ .................... . Ovrr J00,000 BTU ........................ , ........................................................... . Wall li('Uter ................................................................ ,.,, ... , •••••••...••••. i")O ···•·••• ~U~l)("lldt•d H('.Jter ...................................................... , .• , ........................ ~.~ ..•••.•• Floor Mounted H('at('r ........... ~ ................................................... -........ )1J ...... . Floor Furnace fl i) ........................................................................... -.................. .. Compressors, Heat Pump,;, Industrial Boilers 3 H.P. or Less/100,000 BTU or lC'ss .................................................. l .. h'R ..... . Ov<-r 3 li.P .• J} H.P./100,001•500/JOO BTU ............................................ :1.9. ..... . Ov.er IS H.P,-30 H.P./}00,00I-J,000,000 BTU ........................................ .".1'R ...... . Over 30 H.P ... }0 H.P./l,000,001-1,750,000 BTU ...................................... ~~ ..... .. n, Over .SO H.P./ over 1,750,000 BTU ................................................................. .. Air Handling Unit 10,000 CFt\1 or Less .......................................................................... .. over JO,OOOCF.\'I ................................................................................ . V<-nt Fan to a Sing!C' Duct .................................................................................... . Hood W/Vent Fan·, Jennaire, etc ................................................................. J ....... .. OthN \'cntda. tion System Not Part ol HNtmg or AC S}' stem ................................. . G;:1s P1p1ng Outlets .................................................... ,., ............ , ••••••.•..•.••..••• } ..... .. HI.' Jr 1g<:r.i t lO!l I H.P-: i T0n.:: 12,000 BTU's. ............................................................ , ........... .. Miscellaneous !nstilll or Replace Appli,mce Vent Not Included in Appliance Per1n1t Above ...................................................................................... t···""·•···• Repair, Alter, or Add to Heating Applaince, RefregerJtion Unit, Comfort Cooling Unit,-Absorption Unit, or Evapor.itive Cooling Sustem, l.ncluding Installation ol Controls ................................ ~ ........... t ............ . Evaporative Cooler ~ Non•Portable Type ........................................ , ..... 1 ........... .. ~t~:rrw~~p~li:~~~f~:d::.~~~pt.t .. ~.~~~l.~.1.~.~ .. ~:..:.~'.~ .. =~.:'. .. ~~.~.::.~.t·······•·•·••············· ELECTRICAL New Service Size in AMPS ...................................................................... ,., •• !,9.9. ... Increase in Service Size in AMPS ............................................................. . New Size ________ _ Old Size ________ _ Add or Revise Circuits (No Service Change) .............................................. 1 ............ . Temporary Con~1rvctien Power ............... , ................................................. ,';i_tj ..... , Da,,,~2 Juriadir<ion~ Prepa l:iy1 □ Bldg, Dept, VALUATION AND PLAN CHECK FEE □ Esgil PLAN CHECK NO, 82-43(} BUILDING ADDRESS ?:qL t.::;"7-/(),IJG ~ APPLICANT/CONTACT-;::::1},.t./Af J3/IJ}l);;,/ PHONE NO, ft-:,3~ -r;6 77.,1 BUILDING OCCUPANCY g-;;,; DESIGNER PHONE ,r ------TYPE OF CONSTRUCTION V-Al CONTRACTOR PHONE , f ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER / /t,l//1J4--~::2.3~ rt·), L/-7 ~ /{)50.t.?S I r Gµ-12Ht'r& r-... 3;;}_. 5 "f'-1 /:2 ~ 7:§°C-/O , - Res. Baths (over 3) @ 2,200 Res. Fireplaces ( 0 '2er @ 1,760 Air Conditioninv Commercial @ 2.80 Residential @ 2 40 Res. or Comm. Fire S'Drinklers @ 1.50 Total Value /l~G3~- Adjustment f -. r .. _._e--. ------I I' ll M MI N I.(;;_: ______________ ...:::::::..--=::::::::_ _______ _ D /lo In"' \ . ' . !ECEIVED BUILDING DEPARTME!il m-,.. ~* * ** * * r~ * ** 4~ * * * * * ** * * ** *** * * ** * ,, *.,. ~ * * * * * t;-J::F* * * * * * -k.:iiii-.¾ *tt:.Yt' J/.S,4/J PlANNING DEPARTMENT · L · . 1 ~t - ZONE: ----SCHOOL FEES: SAN DIEGUITO ~SA~-M~tcos __ _ ENCINITAS _____ CARLSBAD ______ _ ·UNITS REQ'D: PROVIDED: % COVERAGE A-L-L0-1-VE--D-:________ .PROVID_E_D_:~~~~~~~~~~r-'}:_~➔c:~---~------~---_-_-_-_- PARKING SPACES REQ'D: PROVIDED: ____ ___J)._d E BUILDING HEIGHT REQ'D: PROVIDED: --------- FRONT SETBACK ALLOWED: ('~\\~ PROVIDED: J __ _ INTRUSION_S_:====:::i :===- SIDE SETBACK REAR SETBACK( RE-DEVELOPMENT APPROVAL REQ' D: ~ ~ LANDSCAPE & IRRIGATION PLAN COM-~-lE_N_T_S_:~~~~:'~~ 4:~i-:v+\~~~-=---------- ENV I RONMENTAL PROTECT I ON REQ : ---'F..___,_f-::...C::...!...!I\,.'-\ .,__{J_l ____________ _ OK TO ISSUE:~ ' I 1 DATE: J,;/,¥)/t:>-OK TO FINAL: ____ DATE: ___ _ * ** * ~ * i· * * * -~ * * * *** :~;k * * ·;: * * ;¼ i· * **** * *"ti.'k* * * t * .i. ;!; **i; *·ii****;\;******:~*❖***:&. Elliil.NEER I NG DEPARTMENT S11) R. 0. W: ______ IMPROVEMENTS..:..: ________________ _ PUBLIC FACILITIES FEE:_· __________ SEWER CONNECTION: ___ _ DRIVEWAY LOCATION (S): _______________ _ GRADING PERMIT: _________________________ _ EASEMENTS: __________ DRAINAGE: _____________ _ LEGAL D!::SCRIPTION : ________________________ _ ADDITIONAL COMMENTS: ------------------------ * JF TIIIS ITCM IS NOT CIICCKED, l3UJLDING DEPARTMENT WTLL MAKE FINAL INSPECTION. PHILIP HENKING BENTON Plll:91Dl:NT • CIVIL •NGIN.I:■ La Costa Land Company BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS --P'OUNDATIONS 6717 CONVOY COURT SAN DIEGO, CALIFORNIA 92111 January 8, 1975 TELEPHONE t 714) !56!5•18-!5$ '4t· Costa Del Mor Road Carlsbad, Callfomia 92008 • • • l 41, Subject: Gentlemen: Project No. 73-11-12D Final Report on Compacted Filled Ground Spanish Village Unit No. 1 Carlsbad Tract No. 72-24 Carlsbad, California RECEIVED CITY OF CARLSBAD Building Department This is to report the results of tests and observations mode in order to inspect the compaction of Filled ground placed on certain areas of Spanish Village Unit No. 1 in Carlsbad, Calrfomia. Compacted filled ground was also placed on Levante Street and on certain other areas westerly of Spanish Village Unit No. 1. The fills were placed during the period between April 11 and December 9, 197 4. The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications are shown on the attached Drawing No. 1, entitled "Location of Compacted Filled Ground." The grading plan used for the placement of filled ground, dated March 18, 1974, was prepared by Rick Engineering Company • The approximate locations at which the tests were taken and the final test results ore presented on pages 5 to 26, Inclusive, under the "Table of Test Results." The laboratory determinations of the maximum dry densities and optimum moisture contents of the major fill materials ore pre- sented on page 27, under the "Laboratory Test Results." Some of the maximum dry densities shown in the "Tobie of Test Results" were combinations of these. The tests were taken during the weekly periods indicated below: Test Number Week Ending 1 to 6, inclusive April 13, 1974 7 to 36, inclusive April 20, 1974 37to 110, inclusive April 27, 1974 111 to 158, inclusive May 4, 1974 159 to 209, inclusive May 11, 1974 210 to 258, inclusive May 18, 1974 259 to 289, Inclusive May 25, 1974 Protect No. 73-11-12D La Costa Land Company Test Number 290 to 324, Inclusive 325 to 370, inclusive 371 to 416, Inclusive 417 to 460, inclusive 461 to 512, Inclusive 513 to 536, Inclusive 537 to 581, inclusive 582 to 592, Inclusive 593 to 596, Inclusive 597 and 598 -2-January 8, 1975 Week Ending June 1, 1974 June 8, 1974 June 15, 1974 June 22, 1974 June 29, 1974 July 6, 1974 July 13, 1974 October 12, 1974 October 19, 1974 oc"tober 26, 1974 November 16, 1974 November 23, 1974 November 30, 1974 December 7, 1974 ---- 599 to 603, inclusive 604 to 610, inclusive 611 to 625, inclusive 626 to 654, Inclusive 655 to 659 1 inclusive December 9, 1974 (Date of last test) Existing loose or porous upper soils were removed and recompacted to at least 90 percent of maximum dry density In shallow cut areas and in certain previously specified alluvial areas prior to placing compacted filled ground. · Compacted fillecl ground was placed on an area between Levante Street and Lots 31 and 32 of Spanish Village Unit No. 1 and on three other areas adjacent to Levante Street designated as Fills "A", "B" and "C". The approximate locations of these off-site fill areas are shown on Drawing No. 1. · The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or-greater. It has been determined that the fill m · compacted to 90 percent of the maximum dry density, hove o safe bearing value 1658 pounds r square foot for one foot wide continuous footings founded at least one foot ow·t e mal compacted ground surface and placed five feet or more inside the top of com- pacted filled ground slopes. If footings are placed closer to the exposed slopes than 5 feet in- side the top of compacted filled ground slopes, these should be deepened one foot below o 1 1/2 horizontal to 1 vertical line projected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes. Tests indicate thot the compacted filled ground is adequate to satisfactorily support the proposed one and two story wood frame dwellings without detrimental settlements, h was stated In our report of the preliminary sails Investigation conducted on this subdivision, (Profect No. 73-3:..16BC dated May 10, 1973), expansive soils may exist in the upper three feet below finished grade ofter the completion of grading, Expansive sail conditions were observed to exist on the following lots: · Type A (Critically expansive) Type B (Marginally expansive) Lots 7, 95, and 107 Lots Mi, 66, 67, 80, 87, 92, 96, and 100 ______ ..;_ ____ ---------. l . •' . -----~---~ Project No. 73-11-12D La Costa Land Company -3-January 8, 1975 In order to minimize possible detrimental effects caused by these potentially expansive solls, the following special design and precautions ar11 recommended, TYPE A LOTS (Critically Expansive) 1. Avoid the use of Isolated interior pien. Use continuous interconnected reinforced concrete footings throvghout, and place these at a minimum depth of 24 inches below the lowest adjacent exterior final ground surface. · 2, Reinforce and inte-rconnect continuously with steel bars all interior and exterior footings with one #5 bar at 3 inches above the bottom af the footings and one # 5 bar placed 1 1/2 inches below the top of the stems of the footings. 3. Raised wooden floors that span between continuous footings are best, or use concrete slabs reinforced with at least 6 x 6--10/10 welded wire fabric. A minimum of 4 inches of crushed rock 3/ 4 to 1 inch in size should be placed beneath all concrete slabs and covered with a moisture barrier. Two inches of clean sand should then be placed over the moisture barrier and be low the bottom of the slab. 4. Separate garage slabs from perimeter footings by a 1/2 inch thickness of construction felt or equivalent, to allow Independent movement of garage slabs relative to perimeter footing$. Assure complete separation by ex- tending the felt over the full depth of the front thickened edge of the garage slab. Also, cut off the garage door stops at least 1/2 inch above the slab. 5. Exercise every effort to assure that the soil under the concrete slabs has· a uniform moisture content at least 1 to 3 percent greater than optimum throughout the top 1.5 feet below finished grade at the time of placing the foundations and slobs. 6. Provide positive drainage away from all perimeter footings with a vertical fall of at least 5 •inches to a horizontal distance of 5 feet outside the house wolls. TYPE BLOTS (Marginally Expansive) 1, Use the same design as recommended for Type A lots except for the fol lowing changes: a) Footings may be placed at a minimum depth of 1 .5 feet below the final ground surface, BENTON ENGINEERING. INC, • .· .. Pro(ect No. 73-11-12D La Costa Land Company -4-January 8, 1975 · b) 14 steel bars may be U$ed In lieu of the #5 bars described in the above paragraph 2. All other lots in this unit were classified as nonexpansive and therefore no special design for expansive soil conditions will be required on these remaining lots. · Loose fill soils, approximately three feet In thickness, were placed on the slope areas on the north side of Levante Street between Sta. 75+50 and Sta. 77+00. It is understood that these loose soils will be removed and recompacted to at least 90 percent of maximum dry density during the future grading of the adjacent area on the north side of Levante Street. All buried exterior utility lines should be Ci.ty af Carlsbad approved plastic lines due to the corroslve characteristics of the soils, uni ess sufficient field tests ere taken to establish that noncorrosive soils exist in the utility trench areas. Respectfully submitted, BENTON ENGINEERING, INC. By~C~ .: Remer Reviewed by ~·~~~ ilpH.enton, CiviJEngir(eer RCR/PHB/pk Distr: (4) Addressee (1) Addressee Attention: Mr. Burton C. Kramer (2) City of Calrsbad Building Department (1) Rick Engineering Company, Carlsbad (2) Title Insurance and Trust Company Attention:. Ms, Ruth J. Rodger · BENTON ENGINEERING, INC, • DEVELOPMENTAL SERVICES D Assistant City Manager (714) 438-5596 D Building Department (714) 438-5525 D Engineering Department • (714) 436-5541 D Housing & Redevelopment Department (714) 436-5611 D Planning Department (714) 438-5591 Qeitp of QL:arl~bab 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 RESIDENTIAL VALUATION CHART EFF: 7/1/82 SFD OR DUPLEX LIVING AREA 22-2> 5 X 47.00 /os-: 6'f'y ATTACHED UNITS-3 OR MORE X 40.00 GARAGE AREA "3 '2_ X 12.00 7£tt/ COVERED PORCH """L X 4.50 COVERED PATIO (\O~{. X 4.50 -.• , .... BALCONIES/STAIRS nol"C. X 7.50 EACH BATHROOM OVER 3 __?k X 2200.00 EACH FIREPLACE OVER 2 ,.~ X 1760.00 RETAINING WALLS ~(?tff' Id-() X 9.00 52-,,e:'11 POOLS X 19.00 SPAS ,::-e---T'@ :::> AIR CONDITIONING X 2.40 MOBILE OR MODULAR ON S.F. LOT(½ OF BLDG. PER FT) X TOTAL VALUATION_~/2~1/-~~1 _6<_~~1 __ 7 l $ PLAN CHECK FEE( 651 OF BUILDING PERMIT FEE) $ ___________ _ \ o.,,mer ' s Name LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SHJER SERVICE 7 S~':iic-1lr (i\r..' 0 Phone No. 7 !•':. !;:2:::.. '(,_,."r.:·:::i') R;.1 pb T. Peck/Ricllil.nLL_E.-an~d=a~l J~-- Mailing Address_ 333 )]th Stre.e.L Del Marc, CA 92014 Service Address: __ , j Palenque.-5.tree.L ____ _ Tract Description: I-Jot 51, Spanish Vil1age 7 Assessor 's Parcel No. 2J6-35L-=-~-------- Type of Building ___________ No. Units 1 Connection Fee $ 600 an Lateral Size: 4" 611 811 Saddle Easement Connection (pre-pd 200 .00 ) Extra Footage: __ @ $ Extra Depth : ___ @ $ ___ ..L.fCO .CO Amount Rec'd $..1..fCO .cD I Ck . No/Cash ~Q\~~ 5~\o Date Q-QO Rec'd By 3°0\ Q Lateral Fee Prorated Sewer Service Fee Total ~a(X)-CO The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service l ateral is required, it will be installed by the Leucadia County Water District. The service lateral is that ·part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction , at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MWST NOTIFY THE DISTRICT AT THE TIME INSPECTI0~1 IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and cover~ the balance of the fiscal year. There will be no additional fee or refund if service actually cornnences on a different date. Fo ;· succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner a$ property taxes. The undersigned hereby agrees that the above inf°ormation given is correct and agrees to the conditions as stated. cl '?-£e-7''( Date (!) I lo -\_07=1 lo Account No. ~(w(1i