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Home My WebLink About2732 OBELISCO CT; ; 81-414; PermitC A DEPARTMENT BUILDING A00LItATION & PERMIT 1200 I ~El ~. California 92M (714) 438-5525 3 JOB ADDRESS, AV. ST. DATE OF APP CATION BUSINESS LICENSE # VALUATION PERMIT NUMBER I 000'. RD. JI hir - - —_ , - — ~7 C4- ZONE OWNER'S NAME OWNER'S PHONE PRIME CONTRACTOR CO T RS ( E# OWNER'S MAILING AD ESS CONTRACTO LICENSE NO. PLAN I.D. # BLOG'USE CODE 64 OCK fe~k _gN ASSESSOR PAOCEL UP. 5 - f )~-o Zlk DESIGNER :~,(C_ STATE LICENSE # STANDARD, PLAN # - BUILDING SO. FOOTAGE DESCKIPTI DESIGNER'S ADDRESS DESIGNER'S PHONE ~/P FLR ELEV. NO 'OCC GP EDU t STORIES I[] NO CENSUS TRACT GP LAND USE PARKING SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT tYPE OCC LOAD FIRE SPR Y 0 N AREA ~,CONST YO NO, YO NO Not Valid Unless Machine Certified QTY. PLUMBING~PERMIT ISSUE QTY. MECHANICAL. PERMIT ISSUE 4. SUMMARYIACCOUNT - - NUMBER EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT 01-600-4220 ?;KIP EACH BUILDING SEWER OVER 100,000 BTU. SIGN PERMIT 00 01-000-4221 :EACH WATER HEATER AND/OR,VENT - BOILER/COMPRIESSOR UP TO 3 HP:,- PLAN CHECK -369:~~-RLW1-000-4806 ',EACk GAS SYSTEM TO 4 OUTLETS BOILIER/COMPRESSOR 3-15 HP TOT ALPLUMBING 01-000-4222 EAC I H.GAS - SYSTEM 5 OR MORE METAL.FIREPLACE ELECTRICAL 01-000-4223 EACH INSTAL.. ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT MECHANICAL 61-000-4224 EACH VACUUM BREAKER MECH EXHAUST - HOOD/DUCTS MOBILEHOME .01-006-4225 WATER SOFTNER RELOCATION OF, EA FURNACE/HEATIER MOBILEHOME PARK INSR JJACH ROOF. DRAIN, (INSIDE) J7 S LAR 01-000-4226 MECHANICAL STRONG MOTION 65-640-0519 ~,TOTAL PLUMBING FIRE SPRIii!KLERS 61-000-4227 QTY. ELECTRICAL , PERMIT - ISSUE,*.-' QTY. __0o SOLAR - ISSUE o' PUBLIC FACI LITIES FEE 25-000-4933 . BRIDGE FEE NEW-CONST EA,AMPISWT/BKR COLLECTORS SCHOOL FEE. DISTRICT 1 PH TPH STORAGE TANKS Carlsbad 65-623-0519 EXIST BLDG EA'AM`P/SWT/BKR Mft §TORAGE Encinhas 65-624-0519 11 PH 3 PH, PUMP San Dleguito 65-625-05.19 REMODEL/kLTE_R*,4PER CIRCUIT PLAN CHECK FEE X San Marcos 65-626-0519 NIPS -TEMP 200 AMPS FOLE- OVER200AMPS TEMP OCCUPANCY (30 DAYS) TOTAL ELECTRICAL TOTAL SOLAR"' TOTAL ~EES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED %-APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued bytheBuilding Official under the provisions o(this AN OSHA PERMIT IS REQUIRED FOR FXCA~ATIONS OVER Code shall expire by limitation and become null and void. If the building or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by such permit is not commenced within 180days from the date of such -5'0" DEEP AND DEMOLFTION OR CONSTRUCTION OF DECLARATIONS,ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit or or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL- CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- ilband~ned felTneyliuri'di2ter for the wor is commenced a period 0 180 days. STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY ANLJ YED BY~:~- DATE JUDGMENTS, COSTS AND APPLIP*"S SIG NAI R OWNER Q/' CONTRACT APPRO 1 KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, -O ,EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE XU I BY PHONE #fr- , ir GRANTING OF THIS PERMIT. All ~~ ~14 !!~~ .. ............ . . 0 1 he—reby -a I am iicensa d-under -Sectlon.7000),.I.N)n -3 of the Business 0— provisions-of (commencing, with' 19 and Professions Code,' end my license Is Ini full force and effect.-. 1Z Lic. No. Class 0 I hereby affirm that I am exempt from the Con. "N'tractor's License Law for the following'reas6n~(Sec. 7031 1) Business and Professions Code:iAny c fly or t county which requires a permit to construct alter, improve, demolish, or repair any structure. prior to its-issuance also requires the applicant for suc h perm it to file a signed statement that he is . lice nsed pursuant to the provisions of the Con. License Law (Chapter 9 commencing with -tractor's Section 7000 of Division 3 of the Business and Pro- fessions Code) or that is exempt therefrom and the k basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit subjects me applicant to a civil penalty of not more than five hundred dollars ($500). -A 1, as owner of the property, or my employees with waiges as their sole compensation, will do the work and the structure is not intended or offered for '(Sec. sale 4044, Business.and Professions Code: The Contractor's License La~i does not apply to an "i A Z owner of property who buildsor improves thereon 3: and who does such work himseit or through his own 0 employees, provided that such improvements,are not intended or offered for.sale. If, however, the, -building or improvement is sold within one year of I completion, the owner-builder will have the burden I proving that he did not build or improve for the purpose of salef - U) 13 i,"as ownifr, of - the. property, a . m exclu - sively Z 2 contracting with licensed contri!ctors to construct 'Business the project (Sec.'7044. and.Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for each projects witha LU contractons) license pursuant to the Contractor's License Laiiw),, a rider Sec. B. & P.C. or thi~ reason 9 I hereby affirm that I have a certificate of cons-n! to self-insbre, or - a certificate of Workers Compionsation insurance. or a cerlified copy thereof (Sec. 3900.* Labor Code). Z POLICY 1 0 C M NY C /1 . Copy is ith In 'A r Z Copy is filed e city UJI t;e op s he y fi6nished. Cenified c y i bi 0 CERTIFICATE OF EXEMPTION FROM WORKERS'COMPENSATION INSURANCE (This section need not be completed if the permit us ~t is for one hundred dollais ($100) or less) cc Icertily tlZat in the performance of the work for 0 which this permit is issued. I shall not employ any, 3: person in any manner so as to become subi ect to the Workers' Compensation Laws of California. NOTICE TO APPLICANT: If. after makin2 this Cerfi- :icale of Exemption, you,should become subject to - he Workers' Compensation provisions of the Labor Code, forthwith comply will, such m1huistpermit provisioyiosuo'r shall be deemed,evoked. 4 I hereby, affirm that there is a construction i.tending agency for the performance of the work for which this permit is issued JSec. 3097. Civil Code). & Z t4 Lender's Nam64% UJ Lender's Address 4- UL Z5 CL E a) 0 CL 0 O_ ,U) 0~ Ch of rn 0 1 L ~ cd V, to C, Lim XZ5.- USE BALL POINT PEN ONLY & PRESS HARD APPLICANT tO FILL IN INFORMATION WITHIN'SHADtD AREA AND DECLARATIONS.- _7 5;t- 4J/ Lp/ INSPECTION TYPE' DATE INSPECTOR N 1 BUILDING FOUNDATION REINFORCED STEEL MASONRY GU~ITE OR GR—O'U'-T FLOOR &.CEILING SUB F RAME SHEATHING -FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBi*NG-3 j SEWEh ~AND B L/CO PLUMBING UNDERGROUND PLUMBING TOP OUT* TUB AND SHOWER-PAN GAS TE~T' ELECTRICAL TEMPORARY POWER ELECTRIC UNDERGROU'ND ROUG,H ELECTRIC, :',ELECTRIC SERVICE v BONDING G.- F. 1. 2t SMOKE! DETECTOq' MECHANICAL DUCT.&'.PLEM." REF. PIPING HEAT'_ AIR'COND. ' SOLAR ~YSTEIMS," VENTILATING SYSTEMS FIELD INSPECTION'RECORD REQUIREDSPECIAL'INSPECTIONS INSPECTOR'S NOTES. NSPECTION .1 REO IF INSPECTOR'S E C' KED DATE. APPROVAL SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CON'6RET'E OVER 2000 PSI .,PRESTRESSED CONCRETE POST TENSIONED CONCRETE fF I'E-L'D W' E L D I N G' clo4z' -.HIGH STRENGTH BOLTS, SPECIAL MASONR_yt V\z PILES!CAISSONS V~ 7 _v C!S tr 4".— \,4-, _41 o c f 17 ........ ... A APPROPRlA T iINSPECTION WHEN A Lt C LL,.FOR- FINA.L,.. S 7. TEMS A BO VE, HA VE, BE~F D.V~ ~j IPPROVE _ ~~_ N <_ . __ "Q\ 1)~ -'JOBSITE FINAL P E~A ~t PLUMBING 'ELECTRICAL vc~r;~ MECHANICAL GA S 10, * - 2~_,~ v I- BUILDING .1 en" V W SPECIAL COND, S., . --d—ERT OF OCCUP SUED j. ~~4, &R) - A A o T'v -4 7 4~ ,7 THISIS TO CERTIFY THAT INSULATION HAS BEEN INSTP.LLED*IN CONFORMANCE WITH THE*CURRENT ENERGY REGULATIONS,, CALIFORNIA A.DkNISTRATIVE CODE, TITLE 25, STATE OF-CALIFO . RNIA, IN -THE.- BUILDING LOCATED AT: SITE ADDRESS: EXTERIOR-WALLS Manufac turer_~~~._Thick.ne a s /Type342R /Value CEILINGS A6 Ba-tts:,Manufacttjrer Thickness —L~L/Value 2J 6-~ GENERAL.CONTRACTOR: LIC.#' BY TITLE DATE INSULATION CONTRACTOR: WESTERN INSULATION LIC.#— 290497 TITLE.lg BY2Z=z-~ az&2u ~DATE San '=0 CALUMML11A. 9110 Phone (714) 56o-1468 S jurlailctlan Of '-C 14 it L A,. ME= DATA SeIr Job Address Me. starl. Owners Plan'Chock Mo. occupan*y--~ Typo ;Onatmctlon Firm zonq_ Rsiuirkms Date plans received complete In City_?/3 0 by C Date plans available to E:S:I:L_ by_ Date. Piano picked up/reagived by nGIL - /0 Z' by \Z;r~- Date.first Plan check series completed by ZSrrT_52) 0 1) . Dnte applicant notified of cut, ctiona n**ded_by_ Method used to notify applicant Date applicant-subEdued corrected Date recheck series completed by EsG Date substantially complete plm" delivered to City_by_ Additional chronology reamirkes 4 4D Iar_ylt~_ Corrections chocked below are to be made an plans b =7h :pproval of plans and specifications date not p ii.tion of the Building Code. or other City Ord, 7h. following Us% does not necessarily include all S06 See. 302(c) of the 197 rim 9 Uriifa Building Code 12: Indicated by circled a below before a buildL R turn this correction shoot with corrected plane. Ilifte Issued. 01olation of state LOW. 6 as"calonw. uire correction can be isauada B, ............. Indicate on piano the name of the legal owner and name of perigon esponsible for the preparation of the plans. (See- 301) - ubmit fully dimensioned plot plan drawn to scale &having location I 'a d use of all existing and proposed structures on the lot. Ide.;iany property lines and show lot dimensions-and all easemanta. Show location of,all.cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all lot Drn:rs. (See. 30lb7) ~ZI J indi ate distance from center-lins of street or alley to proporty line a and distance from curb to property line. 46. Make all corrections an original tracings before reaubaitting to the Ins ti on Department forrecheck. Return two sets of corrected piano andpeE set of criginal plans used for plan check. The owner or designer must sign -t-o copies of the attached mint-um construction specifications to evidence having received the Instructions and agreeing to equal or exceed the specifications. Provide fully dimensioned foundation plan drawn to scale. -Provide fully dimensioned floor plan drawn to scale. Provide fully dimensioned elevations drawn to scale. "9,~ Provide complete framing details to show how the proposed structu" will be framed and how elements will be connected. lk.-- Plans and specificatiors shall be signeiL& a Call~[Ornia.Stato licensed engineer or 1.11 lculatione signed b~j"OE CalllfoRia State licensed C.hall be provided F. % 4-, N~--Yz A. I vv-~ n!~_. ~ oirl fo Plans are-not~ legib~*- . Resubmit locibl* plans. Reverse plane may not'-tip used. Resufmit showing I E~Fl to be built. t C_ 21' Pared by a licensed archItect or eneincer --I' She- h.ight-.f all ft-daltln walls. - . : . . .- L '. .1 . ,,Z3. She- height of retained earth on all foundation walls. Show di tance of foundation to edge of cut or fill slopes and show steepne 9 and heights. of cuts and fills. ,ZIA: Note on plans that wood shall be 6" above finish grade. Note on plans that surface water will drm.1n away from building and show d.rainage pattern and key elevations. Dimension foundation per table 29-A. TABU No. 29-A - FOUNDATIONS FOR STUD BEARING VALLS MINIMUM REQUIR'LXZNTS Death Of - ---Jmc~ --.=- f..4stiols a" to be press=-* treated. or equal. . (See. 2JU foundation bolt 2190. spacing MA penetration. Specify miss. ICDO number and manufactaii r of power driven P11111- - show .460 Via " distances and spacing. 3~., .1". imbeemmat and 104=Uon of bal& 60,= amebare an femiIidation J:"t.'Oo plan that hold doogm scIabarg must be tied in pla prior to Lnopeatlaft. footi. 40 for .4op" &"*par than 1010. ad"usto foot' under all shear wells. = IS, clearance 1 Vmde, to bottom of floor joists A" Sh" Kinimme, lZa clearameo 10 botcom of girders. (See. 2517) Show : "ersis: n depacim, and depth Into und1suirbod DoU. Show or floor access of IS- x 24', (sea. 2517) Show alalmum under floor rent1latIon equal to It sq. ft. far each 25 lineal feet of extorter faimusation with op@nLngm as close to earm As Practi-bi- to provide cross; ventilation on at least Two apprazimis, OPPOLito_aides (So 2517) M 0.6 ~.c ~C.Twn - ~mwdrm x . 0F. f 150 sq. ft. Of fl.~r (See 1-;i!'~Kabitable roomo other than kitcheno &hall contain at least sq fi. f floor or*&- (Sec. 14-07b) 10____mLndow area must be az least IAO of the floor arrit (Minimum 10 sq. f In--- Soc.14054 floor arc& sq.-f ndow area must be at ~Ieaat ~20or the ~floor -area In bathroons. laundry rams and similar roo". * (See - 1405A) 14__~ Ono-half Of all required window area must be openablO irk_ _.&Jr $a habitable moo other than a tcb*M -11-11 be late than 7*-0' 1 dLm-i-. (Sec. 14070 158-"Show a 7*-6' mininum calling; height for habitable room. atIsroze racas and laundry rooms. (Sec. 1407a) -Yr.--Ihow a V-O' mini.. calling height far hAlIV00- cOrridcm VAII both- rooms. (See- 1407a) .--39'-Provide 30 inches clear width for water closet compartments amil 2b __ Inches clearance in front of water closet. (See. 173.1b) 1-50-1 EavQa shall not project within 30- of F.. rly line whore required light is being provided. AO~wOPI'Ovldo mwcharLLcnl ventilation capable of providing five air changes hour In bathrooms. water closet compartments lauiuft7 rams and sialL roomn without required windows. (See. 1405&5 E. EXX73. ATAIRWAYS AM) RAILIVO loom above tho second story shall have net logo than 2 exits. (See. Required exit doorways sholl be not less than 36' in width and not lei than 6'-S'. in height. No door leaf shall sicced 4' In width. (Sec. 33030) id' i:v (S:1C. elde 36* high protective railing for porches. balconies w of landings. Maximum opening between railings is 9". 73. Show how guardrail connection details are adequate to support 20 pou:u per lineal foot. at a right angle to the top rail. 74- Show stairways and lay-dinga. (sec. 3305) ax Ma Win rise 8' and mini um run is 9'. um headroom is V-6' at stairway. 77, us clear width of 30" in required for stairway. .78 drails must be 30* to 34" above treadc. 79: DO Double handralle are required. Be 801 Return handrails to all. Show structural details of staire. zw%A*-'-SpIral stairway shall not verve-mv a required exit for On area over sq. ft. .Al. Exterior stairways shall not Project into yards where protection of .,',B,,--..Openings is required. All openings in the exterior walls of a building below or within tan feet measured horizontally of an exterior exit stairway &hall be V' protected by a aclf closing or automatIcall closing fire aaamab,_4~tr have 3/4 hour fire resistive rating *unless stairway does not exceed 16 fact in vertical projection or there are two Separate exterior 6 teArways to serve an exterior exit balcony. 85. Protect wells and soffits under interior stairs with Ono-hour Construction when there is enclosed usable space. (See. 3305) -0 '-Sleeping rooms must have a window or extariar-door for emergency extt, Sill height not over 44' above floor. 5.7 sq. ft. of openable area minimum, with minimum net height of opening 24' and minimus not widthof Opening 20-.(See. 14o4) U 13C-- 7el _, W I VJo ~n st,;l 12 cx~ z. t, -A+X U 3 C. P. FRAIM0 loo. Show all JoisU. refiers. beam. and paste 2"to 4' thick to be go. 2 Grade Doual, Fir-Larch or better. Ali posts and boans 5' and thickC shall be No. I Grade Douglas Pir-Larch or better. Vj 101. Show all bracing. Every exUriar wood stud wall " mal crOsO partition shall be braced at each end and at leastevery 25 feet of leng-th with I x 4 diagonal let-Ln braces or equivalent. (Sec. 251895: lo2. Note cross bridging.* Floor joists and rafters more than 12' in dept! and spanning more than 8 feet shal I be supported latorally by bridgli at intervals not exceeding 8 feet. (See. 2506g) 103 - Show blocking at ends and at supports of floor joists. and for raftei 'zi ~J at exterior walls. (Sec. 25o6g) She- blockIng at ends and supports of rafters more than 8' in depth. Show solid blocking at ridge line and at exterior valla an tz cod roofs. Show double joists. Floor joists shall be doubled under bearing X partitions running parallel with the joists. (See. 2518d5) lo?. Show rafter Purlim braces to be not less -than 4.5 degrees to the bori! (See. 2518h) 108. Show rafter ties. Rafter ties shal I be spaced not more T1-n 4 fact I center -here rafters and ceiling joists are not parallel. (Sec- 25L log. Show i . minimum clearance between top plate of interior Partitions ftJ bottou chard of trusses. UO. Show double top pinto with minimum 48" lap spu a. (sec. 25180) LIJ. Show nailing will be in compliance with table 2c;P. Provide fire steps between stories. between top tory and rear space, at ceilings and floor levels in interior and exterior wells. in mans4 roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically. betwein stair stringers at top and bottal and between studs along and in line with stair run adjoining stud wa-and partitions. at perimeter of sliding door pcckets. between rhimna and wood frame using metal or incombustibles for the fixe stop and a other places that could afford passage of flame- She- studs. In one or two story buildings. atuds for exterior walls 113. interior bearing walls sholl be not lees than 2 x 4 at 16' O.c. Stu-for Interior nonbearing partitions may be 2 x 3 at 16 O,c- Studs 2* - 4' thick and 2' - 4' wide and not more than 8 feet long shall be IT, 'stud grade' Douglas Fir-Larch or better when supporting not mars tJ -;na floor and & ro 25189). to . C. C:f;Lf(See. o an A I.T r icate of Conformance for glued laminated -cad .1w. " members ah-11 be given to the Building Inspector prior to erection. I Detail all Post To bean and post to footing connections- Specify nail size and spacing for all shear wall-, floor and roof, e diaphragms. Indicate required blocking. Maintain maximum diaphrage dimension ratios. Show solid sleathing on 25%, of linear lenfth of first story exterior walls In Tw story building. (Sec. 2518f) Show 3' x 42 or 2- x 6* studs in first story of three story bulldina (See. 2318f) ; >~Spotify true* manufacturer and trums ind.n tifl cation ~L~ . Provide a roof framing plan. Provide framing sections thr-11111 ;Iftoelry all hm&dm~ &Isom for & n rVaViae calaulations for- Width Thickness Foundation Number Thickness Of Of Of Below Of Foundation Wall Footing Pouting flatural stories (inches) (Inches) (Inches) Sui~facv Of Ground Concrete -.."Lit AL"onry And Finish Grade (Inches) 1 6 6 12 12 2 a a 15 7 18 3 10 10 is 24 S 0 11- I-A-z. ,f C - C U ~ Z, -Irl~~, -e- " - -r- S "-I- a -TI'L -~-o C-U N, YL A 4 to water opleah -6 in exterior locations. columns and posts -k-11 be '"PPWWI by PLO" projecting ILS least 2- abo a the - fudabod grade and k.1i bear on a metal. base plate Or treated *ad the calmorus or posts are foundation grade redwood or CO&W. ~_ (San. Z_U7010 -Shes; Location of attic DGUWG with UW— also 22' x 30 (Ses. 3205) , Si4"W"dran separstLom for attic u-sax in excess of 3000 sq. fit. Mo. 3"0 271- Show draft separation for gpww bo— dropp-4 callings and flow in ozee, of Iwo eq. ft. (see. Z-U?) S " I Identification index. (table 25-J) P-Lry -PIYWQ" are" a" ye- :)0. Wbos,'romt pl. zab is 10.5 %-n 4&LZ. desiga ridge am a V., sea is" carrying member. (See. 2518h) 31. Wood shear won& %.ii not be used to resist borlsontal forsam coatributed by masonry in buildings over Osm story in height- (S*G. 2-U6b) )2. ~Cnsmwm lath and pl"tar, gnaws shoothLag board and gypsum wallboard: s~ not be ad in vertical disphragan to raclat forces; Imp—" by masonry or concreto Construction- Z. wam Lho. pacify roof pitch- ~a,rl Roof pitch is not adequate for roof type KPOCIfied, Specify ,,o-fn1-Ln pitch of L42_~ Specify roof sateri" and appLiGaNTO-4- Specify ICBO approval number for roof-materlau not cover in UBC. L Specify roof slopo for drainage cc doclam to support ACCUMI&LAU4 ,olvater. (sec. 3207a) L45 - Shaw roof drains and OTOrf1OvQ- L~V Fire Urd.,t fl.6 is required. Show roofina spoclfIcstion am pimm. (sec. 32030) X. 12L1X_11MQL= ;.3d,.- Shea, details of awplea common (pu tv) walls end now/vaLung; assemblies to achieve a Swund TransisissionCUes (SIC) rating In walls of 5a d"Ibels, end an Impact Insulation Clause (ITC) rating an floor/estit of 50 docibalc. If datLLX She.* S. 1twisdiAtlaft. circle appiluals" des"IM for sal, "Pl. cot. , . Submit V-0 copies or the Residential zosergy Low Statement an Flan Conformance plated and signed. Specify insulation R values for we' I . rear and cot I, provide calculations justifying Increasing sing' glased area tw7andl(T. of floarcoaoroa (0711ght &room should be mmIt1pUOd by 1-6 to 9" uIvalant single glaxed area). ,Zwf., *SP:.Lgy a- plane total grace floor "we of heated &once and total glazod areas (multiply slnglv waU a0114tt areas by 1.6). Show detailed dimensioned wall_ roof. &War C-111 alc4claXlY to pport alternate design calculations P6__"S; ecify that exterior vsingingdoers :;W windows will be wootharetrippod. ?a-cwtoc N:;~ ;,_uTuvU sauow. lu%-~PT%M wov"PA ids fireplace construction details. Shaw veneer support and specify veneer cannoctlanc.~;E~rAl _16~—Show height and construction details Of all masonry wails- a &hall be provided at the bottom of all, ..~~ncoelUlAthtaotbeelegarnoouut%foipl*lendino&vor 41 in a single pour. Cloonaut shall be alod before granting. after inspection. (See. 2415) .15e.-areovida, engineering calculations for masonry wall doeign slid connections. I Show floor and roof connections to masonry wells. Connectl6n shall resist 200 pound per foot or the actual design loads whicWrsr. is greater. (See. 2310) Xoe.'Prvvid. material specifications for mortar. grout. masonry mid reinforcing steel. r___31 howhow masonry house walls retaining earth are to be watar*oofed. J,J Note that special inspection will be required fo table 24-H. 1. CARAGE3 AM CARPORTS 160 Carage requires On*_hOur.occnpwc7 separation frm the rest of 'the - (Table 5-B) .... (Sec. 503b) .16 ltl=.nts supporting floor above garmc; to have one-bout fire protection on the garage side. (Sec. 503) ,6Vreoistive Show 1 3/8' solid wood self-clooLng: door. for Posing 9"I"o and dwe"'na. (See. 5034) 1,63,r-Carages are not permitted to open into &'we= used for sleeping (See. 1304) openings between carport and residence require aelf-cloeing doore wad and stationary win-4ows. (See. 1412) 516~1'hwo"wPoegoagra'go framing section. also of header aver garage- opening. lateral Cing Zte line and me thad of bracing garage front. SQDa~ . Iwo a - ? pp s-r e)" o e. TIA b~-e 41~ - A, U 3. MECHANICAL Ali heating. ventilating a" cooling s"teas and appliances shall COMVX y With the *M.( tion of the Uniform Mechanical Code. .,Wd- Show ocation and type of'all heating and cooling appliances or rate 8* how :' _r 30" deep unchs tx w ted working space in front of furnace. She_ furnace space minimum 1.2- wider than furnace or per listing. Sao _ 7.,: m: ;w 3' clear working spa a along the sides. back and top of furnace or Clearance per listing. (Sec. 704) Furnace shall not be installed under any stairway. (Sec. 704) Purnac:dmhjLU not be installed. In any bedroom. bathroom. closet orOLn confin space with access only through such room.uAlODS BPGCLficd as direct vent applAance.. anclosed furnace-or electric heating liance (Sec 704) f"ce !;~talled in a space less than 5' high abs.1.1 be listed g,f'r-.1% installation. (Sec. 708) ~177 =s CBO approvLL f r refab figeplace prawideapproved inatmlloti _J tructIonaCMTG0;1%-,t& =2=XCAL All wiring shall compay with the.. 19" ;Lotions ' I Electrical, Code. 0:7'vota o~ plan amperage of electrical service. lighting and. ground fault Protection Note on plan that minimum dwell' shall be provided per attachment- (EC-201) tr _11-2`.~ list. on plan that kitchen else ical r.ceptacl 9, sh U be installed Per attachment. (EC-202) .19T., Note an plan that dwelling receptacle spacin* shall comply 121th minimum , ,9,,~requiremento shown an attachment. (EC-203) location Electrical Installations of more than 200 amperes. show panel and provide a single line diagram and load calculAtiOnG includings Wiring method employed. Sizes of all conductors. gwitchoo. circuit breakers. fucon and conduits. C) Approximate length of service and feedars. d) Provide plot plan shoving services. all, panel Locationx. circuit tribution an panel busses. Arrangement and land Provide typical panel a Show location of all electrical receptacles. te in 19e Electrical receptacle locations arWor spacing is not &dcqun W7. Provide minimum 100 —ampgervice. Condominiums require 100 amp service. At least one receptacle shall be installed outdoors and in garages. Note on plan the, the electrical system shall be grounded by a Uffer Cround'. City of Carlsbad Section 18.1 2.240. 1:99~ L PLUPO.BING All plumbing -bell comply.with th@A edition. a f the UrAform Flushing Code, .ZkOr.—Pilots. burners. heating elements and switches -of water heaters shall be "8above garage floor * (Sec. 1310) 11 type water close ta shall be State approved low flush types 3J GPM.. Show water heater type and location an piano. ?~Ly. Shaw method Of providing combustion air to fuel burning water heater. (sec. 1307) _ZW_ Sh ~ water he:ter earance from combustible wall. (Sec. 1308) 2A.15K Fu: I combusti n wact'!r heater shall not be infita.Ued in bath or bedroom or Ln.cloo* t opening into bath or bedroom. (sec. 1309) _at< Provide adequate barrier to protect water heater from vehicle V a. (Sec. 1310) 217 140"vgide flow control devices on showers. lavatory faucets and sink ~T~& faucets to It total flow to a -AXIMUM of three gallons par _Lnu-- (Title 24) -horgv line. ,how 7 " P vlave an water heater and 'show route of dier -219'. W:1k_ heater Mall not be located below stairway or landing. 14 n 0 On Plane that a water pressure re6U"tor Is required if serving 0asUle Is over 80 p.s.l. (Sec. loo7) 2PIevide dryer vent to outside. fJ . "11101tive 0. ,V0 Show minimum 2' wide air space and finehing be— plants- and building walls. (Sec. 25170 a*r--Shoo a weep scroQd at the foundation plate line an all-extarlar. s1wS .2. ~to be stuccoed. -Sho.v.r stall, shall be -1-1-um width 30, with a afainun floor arwa.af 900 sq. In. Specify material to be used under the abover,tils. Show walls closer than to property I to be fire rated CeRstruiWon. than to property line to be hour fire rated 2 Shaty atile ventilation. mini,we v;nt area is 2A50 of attic aras or 21300 of attic area if at least 505S of required vent is at 182M% 3 feet above coiling joists (save vents are not recommended). 12!.,~SpocifY lath and planter to comply with Chapter 47. UBC. n~ W Provide an approved waterproof building paper under wood siding. 259 Specify an approved flashing for exterior openings and parapet _ wells. f6_0 Shaw approved products of combusion detectors. other "- heat actuated. which will provide an alarm when actuated. (SGC- 14-13) 261 Specify safety glazing for glazing in hazardous locations such ~p~ an glass doors. glazing adjacent to ouch doors glaslog; adjacent to walking surfaces unless exempted by Sec. ADDITIOML R-7XARMS -Z v--,% <:)Urs % V& ME wric", —, G; L- rtyvv I f~,, C', I q, 1Z ~-Z O'kA, ae~ C, L_ V4-a I L-5pro . I YV X *_t4_Q!8P _t:bF:J,-5, cz 't VIA=— alt WIN MOTEs .The plans were reviewed based an the information shown on the plans. If the plans are in error. or changed during construction. the permit should contact the City of Carlsbad.for raw,.. and approval. -Uy correct and camplftts-Balding plans are substantia. (byg dates Bui lding plane would be substantially correct and complete If minor corrections are made~ (bys dates Y Building plans require major corrections and complete plan recheck is required. (by I ZjZA ....data.—% eh QM-- Whero plans would be substantially correct w1d Complete if minor currectiom or* made. the owner or the o-nor's authorized Agent shall sign holes to confirm the corrections gLro und ar tood and will be madst On all plans U906 for the project. C-nor or a-m*r's autnorised 11 ~ESGTL CORPORATION X -?BC!FTCAT!CN M.DMUM WNSTRUMC. S. (W. URC 979~ EditionY These are minimm spccificztiow established by the. Uniform Buz'Miag Code and. shall nor super-sede any =re restrictive spec"ications shown an the approvcd*plans. A. Foundation and Underfloor Uncrete i6i_i~ting_s shall have a mzuz=m compressive strangth-, of- 2000 psi at 29 days ard shall be composed of I part cement. 5 parts sand. parts of I".maximm size. rack-.-"d, not =-.a than 7-1/2 Sailans of water per sack of cement. Wood-and Earth Separation. - FowWations.r supporting wood shall extend az.Imsr-G" A.Sove';hp adjacent finish 9__2:ds~~ (Sec. 290,7(a)) Provide 1811 clearance under wood joists and 1V clearance under- wood -girders. (Sec;'2517(c)) 3'. Concrete Slabs. Slabs on. grada shall be ar. least 3-1/2" thaick... (Sec. 2623) ..4. Treated Wood. All foundation plates or sills arA sleapers: on, a concrete slab, which is in diL,--ct contact wiLh earth-, and sills which rest on ~cdncrete or masonry foundationss, and wood joists cl o s e r t h a n 18". or wood gLrders air supports closer. than 1211 to the ground shall be pressure, r-reated, wood, or foundation g-z-"e- ree=ood- S. Anchor Bolts and Footing Sills. All footing sills shall hava-fu-11. bearing an v1se footing I . sl d s .1 wal 0 ah M ~ hal be bolted to the foundation with 1/211 x 1V baits embedded ax- lcasz 71' -into the concrete or reirtiorced maso=-or IS" into unrainforced grouted masonry. golts shall be spa6ed. not to: exceed' 61 an center wits.t bolts not over. 1211 from cur 'erA of sills. (Sec. 2907 (e)) UrAerfloor Vents. Under'.1bor areas shall be ventilated by openings in foundation walls. Wall openings shall have a net area of not -less than 1-1/2 sq. ft. for. e=h 25 linear feet of exterior wall. Openings shall be arranged to provide cross ventilationand shall be covered with corrosion-resistant wire -mesh of not less than 1/411 nor more than 112" in any dimension. (Sec. '2517(c)) Underfloor Access. Underfloor areas shall be provided with a: cravi I hole not less than 18" x 24". (See. 2S17(c-J.*.1 S. Wood Framink Lumber. All joists, rafters, beams, and posts 21' to 4"'thick shall be 'So., 2 Grade Douglas 7#-Laai~ch or better. All. posts and bc=s S" and thicker shall be -No. I Grade Douglaus Fir-Lardi or botrer. (See itf--s BI4' for lumber grading requirements for studs) Wall Bracing.* Every exterior wood stud wall and main~czoss partition shall be braced at each end and at least every .15 feet of length with I x 4 criagonal let-in braces or equivalent. (Sec. '6319(gl) Cross Bridging. Flo6r joists and rafters adre than 12" im~deptr and spanninst zo;e, than S Eeei shall be laterall y by bridging at intervals, not exceeding.& feet. (S:ae,..ZS06V)) 4., Provide blocking ~t ends and. at supports. of floor joists. an& for raftars~ at exterior S. Provide blocking at ends and supports of rafters more than B" in. deoth. 6.' Provide solid blocking at ridgo line and at.exterior walls aft %:rwsod -.-Jofs., 7*. Double Joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. (sec. 2smd). S. Rafter Purlin braces to be not less than 45* to the hori:~bntal. (Sec. ZS18(h Raiter Ties.* Rafter ties shall be spaced not move than.-, feet on center whore rafters and celiling.joists mre not parallel. Provide 1/2" =inim= clearance between top plate,of interidr parrLtions and bottom chord of Provide double too plate with miai=m 48" lap splice. (Sec; ZS18(g)) Iz. Nailing "ill be in with Table 2S-P. Fire blocking*shall be provided for walls over 101-0".4-n height.. (Sec. ZS17(1.)), also for horizor.tal sh afts 10'-: o.c.,,and fqr.concealed draft opening. Studs. In one- or two-story buildings. studs fo'r e'xte--;a-- walls a_nd interior bearing walls shall be not less . 7 2 x 4 at 16" o.c. Studs for interior nonbearing partitions may be 2 x 5 at 16 o.c. Studs V' thick and 2" wide and -tot more than 8 feet long shall be "stud'.arade" Douglas, Fir-Larch or berzer when su4porting net core th, - one floor and a roof. MINIMUM CCNSTRUCT'-FON SPECIFICATIONS (continued) is. An A.I.T.C. Certificate of Conformance fo r glued laminated wood members;.3hail be given to the 3uilding Inspector prior to erection. C. 'General Matex - al Soecifications . 1. mortar 11ix. Norfar to be used for construction at masonry walls,'-f6undat-; on walls, retaininj walls shall consist of L part porrland cement, .3-1/2 parts sand and 1/4 to I/Z part h --ated lime or Lime putty.. ~,\bL V mix with plastic cemear. shall be I part plastic ceme . nt.'to S parts sand. Grout Mix. The.mis for the grout shall be I part. portland comont. 2-3 parts sand, 1/10 part hydrated lirae f 2 6 t 8 days or lime putty. and 2 parts gravel. . Grout shall attain & minimu compressive strength a 00 psi a 2 The masonry units shall comply with.ASTM Spec. C90-70; Grado'N, for hallow unii blacks.., 3. Masonry. 4.' Reiniarcing Steel. The reiniorcing steel used in construction of reiafor~ed masonry 'or concrete st_-uet,=ts shall be deformed and comply with ASTM'Spec- A615-74a, Grads 40. S. Structural St I eel. Steel used as structural shaves such as wide flango sections, channels. plates, an'g I r, S Shall comply with: ASIN Spec. A-36. Pine columns shall comply with AST2.4 Spec. A-S3._ Roofing and Weatheroroofing ed over an ap 1. woed Siding. Ail ~ood siding shall be plac proved, weatherproofing bar-ner. (Sec. L707) Every opening in any exterior wallihall be flashed with sheet metal. or%warer- 2* Flashiag Around Openings., prooUbuilding paper. (Sec. 1707Cb)).,~ 3.*.. R0 of Covering. Wood sh=l gle, split shake, and asphoat shin . gLe rdofs shall nat,be installed an a roaf having in a pitch of less-than 4 inches to'12 inches. Tile oofs shall not be stalled an a roof having a pitch of less thm 3 inches -to - 12 inches. Mineral surfaced' built-up roofing shall not be installed an A roof 1% of more th= 3 inches to 12 inches.. (iable 32-8). ote: Sect-ion 3205(g) allows.reduced having a pizc. roof slopes under special application requirements.) 4. Weep screed. A weep screed shall, be - provided at or'below - the foundation pLatelin.e for all exterior s-.ud walls finished an the exterior with stucco. The~screed shall be placed a ainimum of 4 inches above i-,rade. (Sec. 4706(e)) E. 'General. Y-.At--ic Access. Attic ax'ead shall be accessible by an opening not less than. Z711 x So". with a furnace in. 30" X 30;1. (See 3205(a)). the attic, the opening shall not be less than 2. Shower Enclosures. Shower walls must be finished to a height of 70 inches above the drain inlet with a. smooth, hard, nonabsorbent surface. -(Sec. 1711(d)). Glazing used in walls doors and panels, of shower and bathtub enclosures shall be fully tempered, laminated safety glass or approved plas:.,ic. (Sec'. 1711(f)). 3.* Electr~c Meter Enclosure. Contact San Diego Gas 6 Electric Coavany, Customer Extension Planning Department, for meter loca~,ian. All wiring must co4ty'with the National Electrical Code. ry guest room in a hotel or lodging house used for Fi.e-warning.Systems. Every dtpiling unit and eve. sleeping purposes shall be provided with smake detectors c onforming cc U.B.C. Standard No. 43-6. In dwelling units,, detectors shall be mounted an the ceiling or wall at a point, centzally located in the ng access to rooms used for sleeping purposes. In an efficiency dwelling unit, hotel' corridor or area givi, -uor iha-11 be centraily Located on 'the ceiling.oi . the main Tooia sleeping room and in hotel suites, the detec or hotel sleeping room. Where sleeping rooms are an an upper level, the detector shall.be.placed at the center of the ceiling directly above the stairway. All detectors shall be located in accordance with approved manufacturer's instructions. ~hen -actUate-4, the detector shall provide an alarm in the dwelling unit or guest room. (Sec. 1210(a))., .5. Exit Facilities. Every sleeping room below the fourth story shall have at least one operable window or exterior door approved for em~rgency egress or rescue. The units shall be operable from the inside to provide a full clear opening without the use of separate tools. All egress or rescue windows from. sleeping rooms shall have a minimum not clear opening of S.7 square feet. The minimum net clear operiiiij height dimension shall be 24 inches. The minimum net clear opening width dimension shall be 20 inches. Where windows are provided as a means of egress or rescue they shall have a finished sil! height-not more e than 44 inches aboY the floor. 6. Glass and Glazing. Glassand glazing shall satisfy the provisions of Chapter S4- Federal spec;ficatio" shall take precedence. See your glazing contractor. NOTICE Th, e3e minimum soecifications become part of the approved plans,when included with the approval of the constru=4 on plans. Constru~tion shall comply to these ipeciilcazilons Pr .any more restrictive speci~ications shown on the approved plans. )w IV D at e i 1/0 Prepared.. by!. cl e p t; M A.LU A T 10 ~.l Ul Esgil P LA N C HE c K NO. -BUILDING ADDRZSS 1566 C0 APFLICANT/CONTACT PHONE NO. BUILDING OCCUPANCY G N E R D.'~S' P,1iONF TYPE OF,CONSTRUC.-TION, C TOR, - PHO Buildinp Permit '~'oo b b tl b Plan Che,c k Fe c c oY_ lair AV _4aYL , rv,. 2g A 9- TOO IA- -7 7, 32- 0.,L) L) 2.j L) /732- 'JUNE 1'9'dl ubu ,,age , Cd) -Winding Stairways. In Group R 'Division 3 occupancies. and in private stairways in Group R, Division 1 Occup ancies, winders'may be used if -the required width of. run is provided at a point not more than 12 inches from~ the side of the stairway where the treads are the narrower, but in no case shall any~width of run be less than 6 inches at any point required width of run shall be provided, in this location as ct required width of run shall be pro- per Section 3305(c) vided in this 1pcation as.per Section 3305(c) 12 inches 6 inche min. 12 6 1 nches minimum + stairway width as per Section 3305(b) stairway width as per Section 3305(b) Plan View -Of Winding Stairs (e I Circular -Stairways. -Circular stairs may be used as ar., exit, provided the minimum width of run is not less than 10 inches and the smaller radius is.not less than twice~ the width of the stairway. The * largest tread width or riser height within any flight o,f,stairs shall,n'ot exceed the smallest by more than 3/8 inch,. inches ninirrim as per Section 3305(c) inimum radius twice stairway width stairway width as per Section 3305(b)~ Plan View Of Circular Stairway INTERDEPARTMENTAL INFORMATION SHEET ~TI-LDING DEPARTMENT BUIL DJN G ADDRESS: -I.ECEIVED. DATE: SEP 3 0 ~ =7 CITY OF,CARLSBAD Building'Departme t I PLANNING DEPARTMENT Z'ONE. LOT SIZE LOT WIDTH UNITS ALLOWED UNITS PROVIDED PARKING SPACES-REQUIRED I Awoo- PROVIDED— % COVERAGE ALLOWED PROVIDED BUILDING HEIG.HT ALLOWED PROVIDED. FRONT SETBACK:' SIDE SETBACK: REAR SETBACK:- ALLOWED PRO VIDED n V; LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COMMENTS: SAO fg"ao~ —rl I 1-8b wo, OK ~TO ISSUEAV~. DATE OK TO 'FINAL DATE 1 77- ENGINEERING DEPARTMENT \41 R.O.W. INDUSTRIAL WASTE IMPROVEMENTS SEWER CONNECTION DRIVEWAY LOCATIONS GRADING PERMIT -EASEME%Ts DRAINAGE— LEGAL DESCRIPTION leg ADDITIONAL C 0 MM E N T S r,)r, OK TO ISSUE: ~Al 4 PW'i OK, TO FI* DATE --- mr- 1. 1 - Q^fi- I I . G&L 4,:~3-SVM. 24 MRS. N EN. 'REQUESTE10 PRIOPHO INSPECTIONS FIRE PROTECTION EQUIP. EXITS LOCATION OK TO FINAL DATE FIRE DEPARTMENT :SPRINKLING SYSTEM FIRE ALARMS 'IRE HYDkANTS ADDITIONAL COMMENTS OK TO ISSUE: DATE WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS.MET DATE r L- t-- -~ N U. (-Ld 4, -IF -13W LP M 4YLL40W PT NAI r4" f w 4LL~ ------------ IZ 3 -Z W+LL WALL c ~K~ W41-L to., K 0 to LL FS-4 DA FILE NO. ROBERT L.; FEFFERMAN NGINEER STRUCTURAL E SAN 01900. CALI IA PAGS NO TITLK LoXD I m dr., Aph- av (,- W ci TILE z 13 p 15. Z USE r- 71. -n7 0,00 [Z~,q T V L I V) P ~l - w" z b FM F,+" 1, Y, -IZOV.." 7, -5 P&O Z Z, Z03 Y, 3 s5s 6 es- q'44 us t= -0 x Z Lo —1 zvr-: S YPPOP' f5 F&~-j o v F jz~ L.1 v 1. sif, P-evti - 221 05E 3,ev.. Soo G, zltlloo Ir 't (2 F-E Popy W41-(-) 4491~ use so9v (PE 77) 6?6 -FILE NO DATN ROBERT L. FEFFERMAN. STRUCTURAL ENGINEER SAN DIEGO. CALIFORNIA PA49 NO- TITLE z Pa 10 31 WALL, Lox 3 6, /so Z_ 30)m -v,z 4-5 .Vlz vi I upl f3jz JU'= S 0 - (m) -- Z_ _Z,,PVe40 lga3r KP05FIP S Fh"5 rd 231 ; 4 x lo 45 FILE No 6 Z— CATIC ---r ROBERT L.. FEF FERMAN SMUCTURAL. ENGINEER.- SAIM 01960. CALIPCMINOW PAGE no TI. 0 V vis (T TI, u F-) 17: 1-7~0) (10) Oc65- 05&' 4-x lo PF U19dul., tf"P r-ff- ."el t2& r Z,070 7e, I tav SOO)e 17 4 vs~-3 I )c 7 1, 9 /* Fri LIE No— ROBERT L. FEFFERMAN STRUCTURAL ENG44EIIER SAN 01960. CALIFORNIA 1Z VS 7-f If t FN t V>e ZY 6 yp 50hut? jkl -5 c PL /0. P5 F' Lt" PLoolz 1, ST-s use-.- Pf 60 p- lisr- 0 vc 140 p e017, r'-oz. le o 77' all .0 64'. W4u- 10-4yeo, z -5-0- -PsF 70 PS r- 6LSOLeavy) r 3, 'Z U .5 vlel z PP FILE P40 TMV R . OBERT L. FEFFER . MAN STRUCTURAL ENGINEER SAN 06960. CALIFORP41A DATIR PAGC NO PFc ttL r- L. 7&IST 0 V F-,F- A 9-tf C- F- 't-Z 0 Ff P 5-1 '97 1~12 ,q ,03 1 ~9 4 !9'V F;,L~M- w SZ/ 'WALL 1-0 Z, -70,' gs-a w 2, '7 V /V5-3 .3 z za /a/ov Zve./.Z L7F, 7-- Fa Z-P-1 -,P) FL P I's rs Ar fzp.-.4z. e." P2. 5-4 2,) 66,9) -Z 0 + U/ ou~ c 13 0 wo , 14 2-4.4 Wt' q~7 5- -7 - o ............... .7 z 040 Z 0 71 lvF ej k FILE NO ROBERT L.* FEFFERMAN; STOUCTURAL'ENGINEER" SAN 01960, CALIliORMIA CAVU PA69 NO FILUNO. 116 Z DAT6 RODERT,L. FEFFERMAN STRUCTUOAL ENGIN EER SAN 01900. CALIFORNIA PAG6 NO-!2 #9 p- t- ca 70 PSF S. FIA-V it 4e' el . zl)c, Vv= + F--4m too &5-E 4-)d-1'Z:'17F' FILK NO ROBERT L. FEFFERMAN STRUCTURAL. ENIZINKER IVAN 01900. CALIFORNIA TV PA" 160 17 P5 #r r 6-96 .1,5, F07' -5, V-~ I # TOP e-sar7701Y ROBERT L. FEFFERMAN SrRUCrUMAL ENGINCER 8 AN" 019W. CAUFC"IA PA" no 1"T1 IATEFjLL ANkLY8IS The. follo.wing -Shear'Panel designatio I ns* ed in are us ' -this anAlysi ;3 Designation Item- 1/2:"G". Board,.unblocked 5d~'Cooler nails @,7" w t/2" Gyp. BbArd., unblocked... '5d Coole'r nails,'(9 4t' 3 1/2" Gyp., -Board'. blocked 5d Cooler '411 nails @ - 4 5/8n Gyp.' Board., ,unblocked 6d. Cooler: nails @ 7", 5 5/8 Gyp. Board, unblocked 4d Cooler- nails @ 411: 6 Board . blocked 9 10. N CLL) P) A 1)?4F'E Z WIND-tOADING— 15- TSF .6d,Xboleir-nails 9;4" -w .1 3/8ff'CDX'Plywood,.(24/0) EJ.-I 8d-' Cannon. @ 6n 4, FO'K.Ad Cannon @ 12" 31811 CDX.Plywood (24/0) E.N. ad- Common. @ 4n F.N*',-8d Cannon 1'2 3/§n. CI)X. Plyirood' (24/0). S. 8d Cc mmon @:.f F:N:,8d Conz on._ .9 2". 'Davis Walker Prefurred-Stuc6o' 16 GAO Staples- @ 611- nett2419 F, 09 U I VAL 64T Lo Wtz' FtA-ru S SEISMIC.,FACTOR — alto Z- FILE NO. ROBERT L. kFFERMAN DA STRUCTURAL ENGINEER SAN 01900. CALIFORNIA PAM NO -At I-A-7n I~W&L.Y:515 —!5 06T0171A J= -V-J T2117FeTtop L ov F. + ~VALL 104 Z) PS P Fbaolz Zt) -76 :a 70, v Fs r-. F660 t7 too. el 7 P 5 P WALL Ar -017FM 44 U, 0 el 7ld .5 i-F VU/ML Lalove-jr-- A. F '?,-K C 7 Z~ Lie 6tu VE 4L 6 (It9sr (~T A TEE) 4- 103 U5E a-T' PL <9> ZF h e.T 5 UP10f7le P-ov F 1~-OAP. 6-VE-le 4:;,A?h6E vil 1 (4,7) o S) 1-7 1 1, 2 07 Z- F7A- PSt,5 5 /0 -.11 3 jjj r C, T OTH TZ F I L3 7--(q) - to t? 6 5- 690 7 Np~ 72- 212-7 S 7g -St X-S% Q1 6144 (A -V I rn ol 95?2 1/4 22 +~S q -7 -4 H Is c -Z .1. iml/50 -2p9mol: O-L.. 40 v ~b) (ZA) Z WIS-W (v tq (n n'--m -9rc 21 evo FM W. . 3.d~ n nWA R ON 194bO 1- ls~ 01 Y747.1 9411' 4-W, P&T: 1167 o ig I 4,rlo;n--Y .2 ~917 -2!,Ig m o-7 rA a* DOW VINW041-1yo 1CM210 Nve ON 3,11A "16 Z CA FILE NO ~-' S 4' ROBERT L. FEFFERMAN'' STRU~ZTURAL ENGINEER ... SAM. 01900. CALIFORNIA PAGE, TITL 19 ;,7 16f - zs' lZiln:~1 let USE, P,4 3 Z, J. L IPA- Z*-3~ AT 171"14(l 7' LF. r PA, M rE, L P-L.': v 14 P. L> &.4 RoLr Twau FLxmr- P Lj A-r Frv-TY Per 3ZZv'( z 6. z 4LY 0 -7 4t .11SE' 1+ FILE NO. DATZ ROk3ERT L. FEFFERMAN -STRUCTURAL ENGINEER SAN 01900. CALIFORNIA PAGIL NO Lo U) 5. P-) cour lco r Utz -4 e. mo PA-P 9 L go. rf-- P~L,. Fa, (vv I NO) Zoe I I-PW 5El5)llc- Cue r 't F I T I e-'A - Vvh-LL' P. L,~O W IF14 ±92 & Nag A-15ave -t7 010 Z/ AS 11,9 X 40 )-"/E \".';rH W#ZL PO I?. 3Z 1/5 r- 10 5' Lo ,FILE NO. ROBERT L. - FEFFERMAN STRUCTURAL ENGINEER SAN 01900. CALIOCRINiIA TMW 1,ft Y5; I 5T Trt* T100 LOA-P'06, 0)4 Lo WF W)N 9 1-64P T& 2-4 WFIZ IUD F TM/ S 2z- PO'APLP T-e 0 Fo'e W -1-LL 'Z Hj e- 12 W (xio Lo" TV p Pf 12., J_ j-, I 7j. ,p5mle, I 9XA7x ? 1.9 KJOI 7 70 P L.I~v ME HO~ to DA ROBERT L. -FEFFERMAN irptucTuRAL ENGINEER SAM. 01900. CALJPCftNIA. PAIMU P60 Tln 4-7- FaVz Z- ?.Vl ve6tce-7 IJ4 71 E rF6!P T14 )ZAA.-C r S ZAS -Z OeO (1:1 Z 9Z., o W P NO Fedii Moler-*). 10 . ........... 4-1 /0 -17-, 4,K 10 Y"t F.- -vo y I keos r Zooz rino Teir-*,-L 14#v TH Z,711 15y, W, -h-L 124VEL s 4-.tJbFPFlf--, TO Te W&LL F-A ~Cr 1 -70 r3Vr Plf7 WALL 7, r ov 0 Al ROBERT L. FEFFERMAN STRUCTURAL ENGINEZR SAN 00960. CALMMMIA PA46 WO-L TIT& IP W AIL IL C-7 ."Iry 133 USE V. it 10 Tn PlAlf-67- -M 33 L va P-L. z W ImL /0& (7+ Sr 6, Z~ rl V. A-L FF /,u L~~A-LL U?PM -.7o)S7 Rogo O.WLY Ile; U,5E Sipes VV4 7 VPP F-f- /S) 17S--t Ojjur 17-S SE 2 FILE NO. DATZ ROBERT L. FEFFERMAN, STRUCTURAL ENGINEER IIIAN DIKSO. CALIFORNIA PAGIE No TITLE A-L L PIP rl?- r) - 1090 5 Z_ C7_~ 9 U5 I 1 V-,) A L.1- L"o W FM to/3 P",F/Ll 0,56 i .. ?1_1 s IP OTfl lz Fv6c)-,: 79 09~ 60 z Liu X I O.)d 14tg PAAd L 0Y TZ FLCXrZ- V 15e, Lte-7- W)VLL LOWE:F- 0-M y Wimp 7 -o Lcv V, -r-_Z_ (7w L v) z 2~ zs- Fuv rL FILE "a f ROBERT., L. FEFFERMAN STRUCTURAL ENCPINIEER' SAN 01900. CALIPCHIINIA JV A -LL L. 0 W 6 P- 7= T-0 pi'a P-A-NFLS Z. 5 4 .3 5,15, -all 5T Q, 7 E.'. T-a H-r4p r 'U5E 21 Op). EA- co V:" Elt: 0 - X 7a ti- Ore 6. ov*qa p- 4y. iq- vr- .4,4 -z(. j4) jo rcv F C ff- *fT' 1573 PPILl NO ROBERT-L. FIEFFERMAN: STRUCTURAL ENGINEER- "N 01960. CALIFORNIA TITI. FILF 040. 10. z i4i R66ERT L.TEFFERMAN STRUCTURAL ENGINEER SAN 01900; CALIFORNIA, TITLW DAT6 -PAGM NO v9 aZ X e&l Z ZOE 70 P~4jt )e -ZO6740 )e 2 --44610 70 r zz lge-7 1,7, 414 Y "30 17 UP PCO, T I W'6 TItY 4,U W .Z~t- 0~ r Zro K 7,77 FILE NO:— ROBERT. L. FEFFERMAN STRUCTURAL ENGINEER GAN 609 60. CALIP10 0041A PA4K NO TM" 00F SY57F-H Fc7, CoFA 9 E L O'A,, V I Mdr E -q d co X40 A) 49 of TI LE Fxt 1z, USE om F rEz 5 OvErz, IZ,-o ti Sfj~- N 13. g S, r: ZK8 PF- z (:2.zv~ 5P, air i-Y 1J z, Y, Z 7a 3 19 r IZ 0-1 P6, 07 F 5 11PPLIET F.* Pf V 5 o7- LIVIIJ4 Fev Pl w x -J, -05E 300 71 Z, Fl- za t V Zn.L7(7;a.L-~ 14 -2 D 21 S TJ ?J -Z -.rw,-A ..L-jo,-,49-2 - 2): 9 A 17 w .7Z 3 C-) 10:2 9 152 (1 9 kj 3:)rqqdl~;.n J--Zr)07 LEUCADLA COUNTY*WATER DISTRICT. APPLICATION FOR SEWER SERVICE Oviner's N.ame. Dr Joseph Kwint, Trustee- Phone No. .942-2435 Mailing Address c/o Robert Kwint 4159 West Sanna Drive Olendale, Arizona.,,..85302 51,E V E R P E M. I T I S S U E D UPON Service Address- -7 -1PT C u rt OF B U!! 0: PER ___Q_ M pr Tract Description: I ot Mpa C*J1.L-,1!NG CRIkAT MUST BE Assessor.'s Parcel No. 215-420-2f, "APPLiED FOR BY 9L,~~ Type of BLIJ 1 ding -single fi "Lk' un its 1 Connection Fee $ 600.00 Lateral Si.ze: 4" 611 81.1 Saddle Easement Connection .(pre7pd, .200.00) Extra Footage:... @ $ Extra Depth: Ca $ 400..00 Lateral Fee Amount Rec'd $ 400 0 Prorated Sewer Ck. No/Cash Service Fee. Date -9,L? 4 17 9 jotal Rec'd BY S. Wil I iam o $_fio. 00— The application must be signed'by- the owner-(or his auifiortzed representative).'of the property.to be served. The total charges must be paid to the District at the time the appl.ication is submitted* If a service lateral is required, it will be installed by the Leucadia County Water. District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at lateral is connected to or nearthe applicant's property line) where the service the applicant'.s buildin'g sewer. The applicant is responsible for the construction, at the applicant's expe * nse, of the sewer pipeline (build-ing sewer) from the 'appli- (or easement) where a connection is made cant's pl'umbing to the point in the streelL. 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 APPL ICANT, THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE-DISTRICT At -THE ECTI I TIM.E INSPr ON IS DESIRED. ANY CONNECTION 14ADE TO THE SERVICE LATERAL Of! COLLEC- TiON LINLEWITHOUT PRIOR APPROVAL AND INSPECTION'BY-THE DISTRICT WILL BEL. CONSIDERff INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer serVicefee is based upon the date the District estimates that service will begin and-covers the balance of the fiscal year. There will be no-. additional fee or refund if service actually commences on a different date. For succeeding fisca/l years, the sewer service.fee will be collected on the tax roll,* in the same manner as property taxes. The undersigned hereby a r-ees that the above information gi'ven is correct and agrees: to the condi;qons as qlted"\