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Home My WebLink About2509 LUCIERNAGA ST; ; 83-557; Permit~K 1 IC O I hereby affirm lha1 I am licensed under o [ prOYlslons of Chapter 9 (commencing wl1h 1200 Elm, Carlsbad, California 92008·1989 (619) 438-5525 O Section 7000) of Division 3 of the Business AV. ST. RD. NEAREST CROSS ST. USE BALL POINT PEN ONLY & PRESS HARD CARLSBAD BUILDING DEPARTMENT APPLICANT TO FILL IN INFORMATION WIT.liN SHADED AREA ANDJlE~S. 7 -v_'1' ,_ APPLICATION & PERMIT ~ (UY\~~~ Cl) z 0 ;:: C II: j u "' 0 ◄ and Professions Code, and my license 1s In ~ l!!: full force and effect. U~\ ~-r. ,~ 0ii:ei0 NI BUSINESS LICENSE # VALUATION .______ U::: >- z ~~------~------~· 8 r I AiifS~.,i:t~o~-, , I h~reby amrm that I am exempl from lhe Contrac-'fl.jr-£,..4~i-J~ll~lfll-, .-1/_J fi,--l.)7 u• ~ I CONTRACTOR CONTRACTORS PHONE• !3~-557 l cs: .., 0 .,j 5 • ir .., z 3J 0 z 0 ;:: ~ z .., IL 2 0 u II) ic .., "' II: 0 3J II lor s Licenst Law lor lhe lollowmg reason (Sec 7031 5 I :~~~~es; ~~m7i0!~~:':itr~:-al~~ ~~~ovtCC:U~~:: r: I repair any struclure, priof 10 its issuance also requlfes !heap• l r.~::J'\~~:~a:r:11t~efil:r~~~i;:' ~~at1~~~~,!c:.1: 1 Ucens, law (Chapler 9 commeoc1ng w,1h Section 7000 of I ~~~•:e~e~:: ae.::is;:5~as~ /;,~~;s,~;.':l!P:~ is{;; I v1olat1on of Section 7031.5 by an apphcant tor a permit sub· 1ects the apphcant to a civll penalty of not more than hve hun- dred dollars 1$500). □ I. as owner ot I.he property, o, my employees with wages as lhe"ir sofe compensauon, will do the work, and the slruc-ture is not intended or offered for sale (Sec 7044, Busmess and Professions Code. The Contractor's License Law does not apply to an owner of property who builds or improves lhereon and who does such work himself 01' through his own employees, provided that such improvements are not intend• ed Of offered tor sale. 11, however, the buildtng or improve-ment fs sold within one year of comP'elion. the owner--builder will have the burden M proving that he did not bui~ Of im· p<OYe l0< the purpose ol sale). ~. as owner of the property, am exclusrvely contracting Ah. licensed contractors 10 consiruct the pro;ect (Sec. 7o.«. Business and Professions Code: The Contractor's License law does not apply to an owner ol property who builds or im-proves thereon. and who contracts I« each projects with a contractor{s) license pursuant to the Contractor's License law). D As a hO<neowner I am improving my home, and the lollow· Ing condttions exist: 1. The wo,k is being perlomied prior to sale. 2. I have lived in my home !Of twelve months prior to completion of this work. 3. I have not clatmed this exemption during the last three years. D lamexemptunderSec. ______ • B&P.C. fOf this reason ____________ _ □ I hereby afhrm tha.11 na..e a cert1l1cate of consent to self.insure. or a cert1f1cate ol Workers· Cornpensa1,on Insurance. or a cert1t1ed CoPY thereof (Sec 3800. l.abO< Code) POLICY NO COMPANY □ Copy IS hied Wllh the Cl1y □ Certified copy 1s hereby tum1 CERTIFICA Tl OF EXEM ION FROM WORKERS" COMPENSA TIO INSURANCE (This sechon need not be com leted 11 lhe perm11 1s for one hund1ed ~lars (S 1001 01 less) V, ~ert1ty that in tr.e pertor ance of !he wor11. lor ~~h lh1s pemut ,s issued. shall no! employ any person in any manner so 10 t>ecome sub1ect 10 the Wot11.e,s· Compensah Laws of Calilom1a -OWNER"S NAME. MAc.l~ hf -... ¥,.Aa,1-- OWNER'S PHONE -~-1/105 l"}llJ\...11=°0 CONTRACTOR'S AOORESS OWNER'S MAILINitAOOAESS , ltt!~oBtl'~~ sr. I DESIGNER DESIGNER'S ADDRESS ~ ~ ·LAL, _tx}fl.f)(. -F/P FLA ELEV. vO NO CENSUS TRACT I GP LANO USE 1,,§+'li I RE1,NITS I GRADING PERMIT ISSUED y D ND l A~OEVELOPMENT AREA . YO NO A. 1 jQTY. I I I I I I I I I I I I I I I PLUMBING PERMIT · ISSUE EACH FIXTURE TRAP EACH BUI LO ING SEWER EACH WATER HEATER ANO/OR VENT EACH GAS SYSTEM 1 TO 4 OUTLETS EACH GAS SYSTEM 5 OR MORE EACH INSTAl .. ALTER. REPAIR WATER PIPE EACH VACUUM BREAKER WATER SOFT NE R EACH R00f 0RAIN (INSIDE) TOTAL PLUMBING T ELECTRICAL PERMIT · ISSUE NEW CONST EA AMP/SWT IBKR /SO 7[ I PH 3 PH EXIST BL0G'EA AMP/SWT/BKR 1 PH 3 PH REM00EL'ALHR PER CIRCUIT TEMP POLE 200 AMPS 0VER'200 AMPS TEMP OCCUPANCY {30 0AYS) TOTAL ELECTRICAL .,e,, QTY. MECHANICAL PERMIT· ISSUE //;,,It'} . _....f ;If _I INSTALL FURN. DUCTS UP TO 100.000 BTU -z:;,; __ , -j 0VER100,000BTU ~--BOILER/COMPRESSOR UP TO 3 HP ~--BOILER/COMPRESSOR 315 HP . METAL FIREPLACE ~ VENT FAN SINGLE DUCT "T MECH EXHAUST -H000/0UCTS RELOCATION OF EA FURNACE/HEATER --TOTJ;L MECH-ANI CA[ '1,0 *::,c; y-QTY. SOLAR · ISSUE ~-? S'"__;..... COLLECTORS STORAGE TANKS ROCK STORAGE PUMP PLAN CHECK FEE NO STORIES TYPE cvi:l ~-~-- ~-- LICENSE NO. LICENSE" OESIGNE R'S PHONE OCC GP I EDU ~3 OCC LOAD FIRE SPR v0 N)§ PLAN 1.0. # STANDAAO PLAN II (~1011,-at~'• tjl';i_; I~·.,,.,. LJ .,.!.~""L: .... ,~SE;;;f'l.r,)C BUILDING so. FOOTAGE 5'3~U\/, 01}8 761-4.9 IS~?.9. Nor Valid Unlrss Machine Certifitd SUMMARY/ACCOUNT NUMBER /l, - BUILDING PERMIT 01·00·00·8220 •1 f !'lOO SIGN PERMIT 01·00·00·8221 PLAN CHECK 01 ·00·00·8806 TOTAL PLUMBING 01 ·00·00·8222 ELECTRICAL 01 ·00·00·8223 MECHANICAL 01 ·00·00-8224 M0BILEH0ME 01 ·00·00·8225 M081LEH0ME PARK INSP SOLAR Ol ·O!Hl!l·8226 11 00 STRONG MOTION uu-,c-J,ruv•~ . FIRE SPRINKLERS I '-tJ.tl-an~n..,_-,.,_ni::.1 a 01 ·00·00·8227 PUBLIC FACILITIES FEE 32·00·00·8933 BRIDGE FEE SCHOOL FEE · DISTRICT Carlsbad 80·92·21-0519 ', Encinitas 80·92·22-0519 San Oieguito 80·92· 23·0519 ... --. .....,_ San Marcos 80·92· 24·0519 C~MIIJn ~oo. t!IO LICENSE TAX 01-00-00-8162 &;~~~-~g _...., ~ ~ I • -\ CREDIT DEPOSIT ~ J£, £if• l:j~ (..ztt17. '1,0 J ~I 1 f-;-5P TOTAL SOLAR TOTAL FEES PAYABLE . I 181-4,'f~ I I iena1ng-aQe'ncy tor the pe rmance ot '"':jc°,t,. let I which this perm11 +s issued tSec 3097 Ci" Code) I Lender s Name I \ I Lender·$ Adaress \ I / -1, I \ l I -· E I HAVE CAREFULLY EXAMINED THE COMPLETED "'APPLICATION ANO PERMIT'' ANO 00 HEREBY ><PinltiOn. Ew,y perm,t --bylhelluilclingOftlcial under the prO'll910ftS of lh1a CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by Hmi-and llacoma nul1 aid void If the building or worli DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT 1$ autllorlff<I by suell permit la not commenced wiltlln 180 clays from the date ol sucn * AN 08HA P£flMIT IS REQUIIED FOR EXCAVATIONS OVER 5' O" DEEP ANO DEMOUTI0N OR CONSTIIUCTION OF STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED TO COMPLY WITH ALL CITY. coumY ANO STATE LAWS GOVERNING BUILDING CON-::;:;,.:,•~':::-~work author.-by suclt permit ,a suspendad or STRUCTION, WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INOEMNIFY AND '-:,.":,.;;...r, .. ~ .... "'!i.; ... ~:::-=~"3-""':c::::::..llle~..:wotll=~IS..!:COl~::;m.:!!m:=•~ICedmw'.l!0r~•!!..l::~Od!!!.,!O!!,l.!t!!l!..Ym~~=-►-~~~~-------------------- KEEP HARMLESS THE CITY OF CARl.SBAD AGAINST All LIABILITlES. JUDGMENTS, COSTS AND T' SIGNA~• OWNER O CONTRACTOR O ~P AO\IED BY DATE Bf EXPE,-ISES WHICH MAY IN ANY WAY ACCRUE AGAINST SAIO CITY IN CONSEQUENCE OF THE '/ A ' I ,_ GRANTING OF THIS PERMIT ........ --~ ~ BY PHONE O I '~' , 1: I E Q) I- I "O 0 C) c <1l u a. ~ I :x C a: 0 rJl rJl Q) rJl rJl <{ I 3: 0 ai >- ,Ji rJl Q) u 0 a: <1l <ii 0 §: Q) u C <1l C u::: ~ C Q) ~ C) 0 0 Q) a. rJl C ~ I:. ~ TYPE .. I . DATE INSPECTOR BUILDING I : FOUNDATION I REINFORCED STEEL I . MASONRY I - GUNITE OR GROUT I FLOOR & CEILING SUB FRAME I SHEATHING D ROOF □ SH~AR ' /1 FRAME I 7&/.J'-t -e__ EXTERIOR LA TH I "'\ /I ( INSULATION I ~ 7/$PJ,-, r/l_ INTERIOR LATH & DRYWALL I \.. 0/'J/~,f 7 I , ' I , PLUMBING I : t1 SEWER AND BUCO DIPUCO I 7/J//4 J /J UNDERGROUND □ WASTE □ WATER 4/g/,r4 :To TOP OUT □ WASTE D WATER -f/v./r4 tt:_ TUB AND SHOWER PAN I , . /J GAS TEST I 7/1~/1'4 It' I D WATER HEATER □ SOLAR W~TER . I ELECTRICAL ' I □ ELECTRIC UNDERGROUND □ lJFFER -11 ROUGH ELECTRIC I -7/20/,.,, T □ ELECTRIC SERVICE □ TEM POftARY D BONDING □ POOL I .I • . MECHANICAL ! /1 I D DUCT & PLEM., □ REF. PIPING 7/y//4 T HEAT -AIR COND. SYSTEMS I , - VENTILATING SYSTEMS I -.. :...-1 ,; . I -... _ -' I CALL FOR FINAL INSPECTl'ON WHEN A.LL APPROPRIATE- --ITEMS ABOVE HAVE BEEN A PPROVlfD. -. FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS -i t·• . -g3_557 . '\ FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS l=====:,:;,1;,,;N;;S~PE;;C;;T,;,;O;;R;,,;,',;:S~N;,:0;;;,T,;,;E;,;S====="""'~=--=============1 REQ IF INSPECTOR'S ./,& _/} , INSPECTION CHECKED APPROVAL DATE L-----#A,,( dd// 11'-"'/r~ rA . . . SOILS COMPLIANCE /O~.,(... ~A1K,//t' ,.,0-...K :f /1-3/y-, ·-f/• • }:-: • t . \. , ~~~!D:~10N 1NsP ~~ ACv,;,,,,6 ~l o,'t /J,J/ L!_ ;-.. ; -~~· ~-:: STRUCTURAL CONCRETE , _ _ A/ ,. , ~ I ,:/,,;~ I} , ~--. "" • '- OVER 2000 PSI 1-,,u .-~~~~~-~,,~••1.-'/l.. 1 _...!'3~r/'/_i;.;/.~,J~:f /,JL:_r~'.'.L"f:'".ft.-------;,--------------;----j PRESTRESSED . '/_ ✓, ,J/ ,. CONCRETE /,,u.J,_,, ~A~f' 31.24J/Y4 I_ . POST TENSIONED , I I I J; , CONCRETE I FIELD WELDING • ◄, • i HIGt: STRENGTH-, j ( , , , BOLTS -.. ~ -- ,. \ I ·, -.. I .. SPECIAL MA~ONRY •• -.. , \ -:',_ • ~ 1, • • -" PILES CAISSONS .\ , 1 , ' • _ • , ---' • I ' ~ ~-~ ,~ . ...... if i.. --' • I, \ .. --......... ... u ---. ..,, ~ -·;· , ··• , ;· --~ -. ' ' ':.:. ~-;, -,,..: : . ~ ~ .... ...~ i,i ' ...-., t -- 1 .. .. ... ~-~.-:-~. ... - --.. ---J .......... 1------1_i _, _____________________________ """". ~--'...... ... .. t_!.♦◄;'_ Ii, L\ ,. . -~-~~~~---------------~,~,~--~-~~-~----------7 -......... j ~; j~ • -~h~~ ~·--. . ; l of l , -• : ... , ., .. _ C. • "-• . . .,... ,rt, - ... --' -""'-·t~ .. -.,. ....... ,,·· -~ -•: \ '1ft. ...._ .. L t t • -~ -.a• .... ' -11 fttv.11'- ;~;, .. ., CENTURY INSULATION, INC. Jl~<; 1405 Descanso Avenue San Marcos, CA 92069 p/ZA4.e f<f -I/ 77 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: _&__,,__~_;:~:..,_r__,_,1/4,...,._.;m~e_.,.,,S ______ LOTI ____ TRACTI _____ _ STREET ~02 ~c){RW .!uci er1up1rv ____ /2 __ Jf-~r2~a,~ffi'r~_ - EXTERIOR WALLS:~ MANUFACTURER MQHICKNESS/TYPE,3 ~ ~ :~LUE_,_/_/ __ CEILINGS: BATTS: ('~ 9½ ~-~ MANUFACTURER D~u../4t? THICKNESS/TYPE 2 V~LUE ___ _ BLOWN IN; MINIMUM R- MANUFACTURER _________ THICKNESS ______ VALUE ___ _ SQUARE FOOTAGE COVERED NUMBER OF BAGS USED bags per FLOORS; 1000 square feet R- MANUFACTURER THICKNESS/TYPE VALUE SLAB ON GRADE: R- MANUFACTURER THICKNESS/TYPE VALUE WIDTH OF INSULATION INCHES FOUNDATION WALLS: R- MANUFACTURER THICKNESS/TYPE VALUE GENERALCONTRACTOR ___ __.R......a-1E__,C._._,_ ... E__._I_.V,_..E ...... D----- CALIFORNIA CONTRACTORS LICENSE I JAN 8 1985 DATE ___ _ ----s1G-N---=AT-=uR~E ---C-..ITY OF CARL$8AD Building Department INSULATION CONTRACTOR -CENTURY INSULATION, INCORPORATED CALIFORNIA CONTRACTORS LICENSE# 415647 ' ESGII" c<:1•RPOilATI<lN na20 CIIEHAPl·~AKE ])U •• Ht TJTI•~ 122 HA~ ])IE< .;o, CA n212a (619) »H0·1·1HM 83-5.57_:zr 2 :3:J7-o '1-/3-/S Luc/€7Z.NA4~ /7L.R~ U.//L-L 11--/G' C C, DB":;;. ./ //?/. .5 U. '.:l ..S 7""7'-l /'-J 77rl Ll-~ C.OYVI p L 'f /F.' Note on the toundat1on plan that "Prior to the Contractor reque■tinq a 1u1ldinq Oepart=•nt toundat1on 1n■pect1on, th• ■011■ enq1neer shall adviaa the luildinq Ottic1al in wntinq that, 1. the buildinq pad wa■ prepared i n accor- dance ~1th th• aoil■ report, 2. the ut1lity treoche■ have been properly b«ckti lled and co•pacted, and , l. the foundation excavation■, torainq and re1ntorce•ent comply with the ■oil report and approved plan.• <lCitp of <lCarL~bab JGRISOICTION: _________ _ PLAN CORRECTION SHEET SINGLE FAMILY P Ian ChP.ck No. ___ ...,6:::.......::8:::_-___::'5:.........:'5:::_LL-____ _ ~,cc plans received by ,~te plans received by natc i nitial plan check FO~EW0RO: PLEASE READ jurisdiction/t/~;y · tz_/;t:J plan checker 7'iJE /2 /zo ~/ by~ .:::J7 l_!1 completed Tel. (619) }60-~ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check i s based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the ?tanning Department, Engineering Department or other departments. ~he items circled below need clarification, mod1!1cat1on or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations. Pe r Sec. 303 (cl, 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. D APPLICANT COPY Q CITY COP t> r~ . D PLAN CHECKER COPY Subm it fully dimensioned plot plan drawn to scale showing loc3tion size, and use of all existing and proposed structures on che 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 e levations at all corners. Sec. 302Cbl7. Indicate distance from center -line of~tre or alley to property line and distance from curh to property line. Sec. 302(b)7 Plans, spP.cificati ons and ca lculations shall be signed by a California State licensed engineer or architect. (Ca lifornia Business and Professions Code)OIZ. {2~~~· F' rn•: PROTECTION '"t) l::"'S•~b----,-a_ Walls c loser than shall be one-hour havP. no openings, parapets when the 1,000 square feet Sec. 1709Cal feet to property l ines fire-rated construction, and s hall have 30 inch buil ding f loor area exceeds on any floor. (Table 5-A ,/Projections, including eaves, may not extend /'· more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and Sec. 504Cbl ,/ Projections, including eaves, shall be one-7· hour fire-resistive construction, heavy timber or of non-combustible material if they project into the 3' setback area from the property line. Sec. 1710 S t1ow 1 o~i o::-::-n--::o-;;f:-:p:-:c:-'.r:::n:--,,:-, n:-e::-:-n~t':" ,1-:-'l' --,w~i"':r:-oe-:d:;-...""sm=o=- rir• t ,.cto r. Sec. 121 Cl\Jl::iTl-~'"Tl"Y\ ~S C. _ ROOM SIZES, l.IGHT, VENTILATIONS AND GI./\ZING ./One-room must cont a ,n a minimum of 1 SO square /· ~eet of superficial floor area. Sec. 1207/b) ,/ ll,1bi t,.ble rooms , oth•~r than k1 tche ns, shal 1 /''• cnntain at least 70 square feet of floor 1·.r c a. Sec. l207ib) /~1ndow area must ~eat least 1/10 of t he /'• 'floor area and a minimum of IC square feet per Sec. 1207Ca). A~pears to be deficient in /Ope nable window area muse be 1/20 of the floor area and a minimu~ of 5 square feet. In bathrooms, laundry r ooms and simil ar ooms . Minimum is 1.5 sq.ft. (Se c.1205(a) ne-half of all required w,nriow area must be openable in ~ 3how ceil1ng neight for laundry rooms, ~allways, corridors, and bathrooms is a minimum of 7'0". Sec. l2071a) .,/ Provide 30" clear width for water /'' compartments and 24" clearance in of water closet. Sec. l7ll!b) closec fronc fi Handrails shall satisfy the following: ,,.,,,, a. Provide handrail for stain.rays over 30" ,,.;;:r--' high when serving a single dwelling . Title 24, Sec. T25-22(b) (.J_ Handrail shall be 30" to 34" above the / / ~o cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sec. l208 Specify safety glazing for glazi ng in hazardous locations such as glass doors, glazing adJacent to such doors and glazing adjacent :o walking surfaces. Sec. 5406 ,/ Glazing in shower ang tub enclosures /'' (including windows) shall be tempered, laminated or approved plastic. Sec. 1711 (f)!g) / Sleeping rooms shall have a window or /8· exterior door for emergency exit. Sill height shall not exceed 44" above che floor. The window must have an openable area of at l east S.7 square feet with the minimum openable width 20" and the minimum openable height 24", Sec, 1204 ./Eaves and cornices may not project into f · a required yard more than 2 inches for each foot of yard width if required windows /: pen into t he 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 i n the room below, and t he mezzanine floor must have a clear height ~f 7 feet, above and below.and must have 651 of the long side open to the room below. / The loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story _____________ _ D. EXITS 1 STAIRWAYS, AND RAILINGS /oloors above the second story shall have .7· not less than 2 exits. Sec. 33021a) ,/Required exit doorvays shall be not less /' than 36" i n width and not less than 6"-8" in height, and shall be capable o f opening A least 90 degree~. Sec. 3303(e) =~~~~ 36" high ~r~tecc~ve ra1l1ng for a r ches, ba lconie s , and open sides of landings. :~aximum opening between railings shal l 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 Y . a?r.ovide stairway and landing details. Sec. 33051b) & l c) Maximum rise 8" and minimum run is 9". b. Minimum head room is 6"-6". c. Minimwn width is 30". ~ nosing of treads. Sec. 3305(jJ e9 Ha ndrai l.-it!!!!1■•■~••11•11!1~~ sha 11 -, have a space not less than l 1/2" between ,,/'T the wal l and the handrail. The hand grip portion of handrail shall.JO' be not less than l 1/4" nor more thantJllfa 2" in cross-sectional .dimension.~~~/ ~I Sec. 33051j) (see attached) Every stain.ray landing shall have a dimension measured in the direction of travel, at least equal to the stain.ray width------ Sec. 3305(g) "~A door may open over a stain.ray landing 7~-provided the door, in any position, does not reduce the clear area of the landing, in che direction of stairway travel, to less than one-half the required width of the stairway. Sec. 3305(gJ ./ A door may open inward at the top step of /'' a stairway provided the top step is not more than 7 l/2" lower than the floor level . Sec. 3303(i)2 . Provide details of winding stairway. Minimum tread is 6 inches at any point and minimum 9 inches at a point l2 inches /"."'\ from the side of the stairway. \....9-' Maximum rise LS 9 inches. fi c. Minimum width is 30 i nches. Sec. 3305(d) (see attached) /· Provide spiral stain,,ay details: a. ,'llnimum run is 7 l /2 inches at a point from where the tread is the narrowest. b. Maximum rise is 9 l /2 inches. c. Minimum headroom is 6 feet 6 inches. Sec. 3305!f) (see attached) Sprial stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. )JOS(f) Spiral stain.rays must have a clear walking space ot 26 inches between the co_lumn and handrail. Sec. 3305(f) ./ Provide r.c.a.o. Reasearch Re port and Number r · for metal staicway, or submit plans and calculations and approved fabricator registered with the Building Department / or note that the stain.ray fabrication shall be done under special inspection per the approved fabri cation plans. Sec. 306 (a)48 and Sec. 306(f) In buildings over 2 stories in height, provide J/4 hour fire-rated assemblies for all openings in the exterior wall below o r within lO feet horizontally of an exterior stair- way . An exit balcony with 2 separated stairways is e xP.mpt. Sec. 3305 Exterior stairways shall not project into the ) foot setback from the property lines. Sec. 3305(n) , - 7'. The walls and soffits of the enclosed ~s eable s pac e under interior stairs shall be protected on :he enclosed s i de as required for one-hour tire-resistive construc t ion. Sec . 33051ml ~inimum construction specifi cations shall be made a part of the approved plans. ISee attac hed) /.how 1 3/8" solid cor.e self -closing door for openings between garage and dwelling. Sec. 50J(dl ,/, Garages are not permitted to open into /r-'"a room used for sleeping purposes. Sec. 1104 Openings between carport and residence require self-closing doors and stationary windows. Sec. 1214 E. ROOFING bspecify roof pitch. ........-,/Roof pitch is not adequate for roof type ,,-,,•· ~pecifi ed. Specify minimum pitch of ____ _ Specify roof material and application. pecify I.C.a.o. approval numb00.5 r99-(_: ~ materials not covered 1n uac.~~-=.,I y Specify roof slope for drainage or design to support accumulated water. Sec. )207 (a ) /show roof drains and overflows . Sec . 32071a) ~-Prov ide skylight details to show compliance with Sections 3401 and 5207 or provide ICBC approval number. /Provide pl astic roof panel details to show compliance with Section 5206 or provide A CBO number. how attic ventilation. Minimwn vent area is l /150 of attic area or l /300 of attice area if at least 501 of the required vent is at least 3 feet above ceiling joists. Sec. 3205(~---. ..,. ,,/ Show garage framing section, size of header 7·· over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 3 l /2 to l or 2·a•. Table 24-I Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed 7 l /2 inches and provided the door is not used as the primary means of egress from the building. If the difference i n floor elevation exceeds 7 l /2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, and the door must not swing over the depressed level. lsee 3303l i)2 and 3305 (g). Provide 18" raised platforms for any FAU, water heater, or any other device whi ch / may generate a flame or spark. Note that continuous fire wall protection shall be installed behind raised platform(s) prior to framing platform. POUNOATION REQUIREMENTS 8 . MASONRY k /c,Ja() ll, • IF ?.2.e • \-f¥3 J Pro~de fireplace con-;tructio ~;tail s o r ·. . ~ :~te construction to be per attached fireplaor'. - Note on plans that"A soils engineer shall eva·luate any unanticipated uncompacted fill ---.--Candard drawing. Sec. 3707 __ __ · · (; 7 Sh~:-vene-;;-suppor-; and connections comply ] with Sec. 3002, 4,5,6, and Sec. 2Sl6(a l regarding ties and f9 wire in horizontal joints or note construction to be perattached sheets 30-l or J0-2. ./Show height and construction details o f ?all masonry walls. Chapter 24 Note that cleanout openings s hall ~e· provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Sec. 2415 / Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, /: hichever is greater. Sec. 2310 rovide material specifi cations for mortar, ~ rout, masonry and reinforci ng steel . /Sec. 2401 /3 · Show how masonry hous e walls retaining e arth .fl / are to be waterproofed. Provide de t ail . ~ Note t hat speci al inspection of t he masonry ( r£ wi ll be required f or ______________ \i) ARAGE ANO CARPORTS requires one-hour fire prot ection garage side o f wa l l s and ceili ngs common to the dwel ling. Tab l e 5-B Sec .503(bl 1_g1.All elements supporti ng f l oor above ga rage / to have one-hour fire -resist ive protecti on on the g arage s ide. Sec. 503. Beams and (~ \~ or expansive soil or other soi! problems disclosed during construction•. Sec.306(all2. Submit soils classification determination by a licensed engineer or architect ~ased on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 21. Note on the plan the soils classifi cation, whether or not the soil 1s expansive, and note the allowable bearing value. Sec. 2905 22. The foundation plan does not comply with the soil report recommendation for this 23. 24. project ___________________ _ Provi de notes on the foundation plan l isting the soils report recommendations for foundations. slab and building pad preparation. Note on the foundation plan that "Prior to the Contractor requesting a Bui lding Department foundation inspecti on, the soils engineer shall advise the Building Offici al in writing that : l . the building pad was prepared i n accor- dance with the soils report: 2. the utility trenches have been pr operly backfilled and compacted, and: 3. t he foundation excavations, forming and reinforcement comply with the soils repo rt and approved p lan." 125. Provide spread footi ngs for concentrat ed l oads desi gned for l,000 ?SF s011 be ari ng or per bearing value as dete rmi ned by posts, not withi n t he wall or ceil1ng =on- struct 1on, must comply wi th UBC , Tabl ~ 43-A, or be minimum 6" dimension beam 3nd m1n1mum a· by a• post. (')·,: r::. , an eng ineer or architec t . Chapte r 29 -----( ~u,,10R(\-r/Y1 ~e~ A~ Sn\LS g.1c:PoQ.1 Vhshow height of all foundati on walls. Chapter 23 Show height of retained earth on all foundation walls. Chapter 23 l ~ Show distance of foundat ion to edge of / _ cut or fill slopes and show steepness and /heights of cuts and !ills. Chapter 29 1/'9· Note on plans that wood shall be 6" above finish grade. Sec. 2417(c) 7. 1 ../ Note on plans that surfa ce water will drain yv· away from building and show drainage patter~ and key elevat ions. Sec. 2905(f l / Dimension founda tion per Table 29A. TABLE NO. 29-A-FOUNDATIONS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS DlrTM OF fOUNDATION WIDTH THICIINlSS llLOW NUMIU THICIINlSS OF OF Of NATURAL OF FOUNDATION WALL FOOTING FOOTINC suar&cl STOallS (IKIMI) (IIICIIII) (lacllll) OF UOUND AND FINISH CDNCam UNIT UADl MASONH (locllft) -l 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 :-.OTES: \Vhet'f' unusual condition., or frost coo.ditions ~re founJ. foot1n1s And foundo.tions ,holl ~ as r,quirNI on Section 29()7 ca 1. Th~ t(1"0Uftd under the ftoor may be ••~vatt"d to thr l·lr,·auon of thr top of th< footon,r. ,/~ote cross bridging or blocking. Floor /"'· joists and rafters more than 12" in depth and spanning more than 8 feet shal l be supported laterally by bridging at rnter•,als A ot exceeding 8 feet. Sec. 2506 lg) how blocking at ends and at supports f floor joists, and for rafters at exterior walls. Sec. 2506(g) ,,./ Show solid blocking at ridge line and /~. at exterior wa lls on trussed roofs. Sec. 2506(g ) Show double joists . Floor joists shall be doubled unde r bear ing partiti ons running para lle l wit h the j o ists . Sec. 25l8(dl 5 Show rafter ties. Rafter ties shall be spaced not more than 4 !eet on center where rafters and ceiling joists are not parallel . Sec. 25l8(h) 7. Show rafter purlin braces to be not less than 45 degrees to the horizontal. ✓Sec . 2518(h l Show 1/2" minimum c learance between top plate of interior partitions and bottom chord of trusses. (To ensure loading wi ll be as designed.) Show double top pl ate with minimum 48" l ap splice. Sec. 2518(g )4 Show nailing will be in compliance with Table 25-P. Provide fire stops between stories, betwee n top story a nd roof space, at ceilings ''~how foundation sills to be pressure treated, ~) 7·_,~r equal. Sec. 2517(c l 3. Jt 1 1 '",/show foundation bolt size and spacing. ~ 1&.1., /J• Sec. 2907 (e) r-'.( iJI(' 1.><. Specify size, ICBO number and manufacturer (jl(-0', ,. / of power driven pins . Show edge and end Y ~ and floor levels 1n interior and exterior walls, i n mansard roof or eyebrow so no concea led or furred space i s greater than 10' hor izontally or vertically, between stair stringers at top and bottom a nd between studs along and in l ine with stair run adjoining stud walls and partitions, at perimeter of s l iding 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(f) 135. 136. 137. ~ ~~9. distance a nd spacing. Sec,. 306 (fl l 7 Show size, 1mbedment and location of hold down anchors on foundati on plan. Sec. 23l2(f No te o n plan t hat hold down anchors must be tied in place prior to foundation i nspection. Sec. 2J l2(fl 1_¢ Show minimwn under f l oor ventilation equal / t o l 1/2 sq . ft. for each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide Provide truss details and truss calculations. Provide roof framing plan. Sec. 302(a)7 Provide framing sectio ns through ______ _ c ross ventilation on at least two appro~i Section 302(a) 7 ly opposite sides. Sec. 2517 ;, yo.' Specify all header sizes for opening over FRAMING ~~t;ft 4' wide. Sec. 2518(q) 7 ?J,~ (I 181 Provide calculations for 0\.t;YZ-"lV'l3::'r\J 1'wtA';( Show all JOUts, rafters, beams, and post tJ/ 0 ~ !:_. t±t=,'A-1.2 '<'?¾\z~S. 2" to 4" t hick to be No . 2 Grade Douglas · ~-'--'-=c..:.._u,,....,...:...:...;:;._,-+-.--'--=....,.c..:..-'-..-------- F1r-Larch or better. All posts and beams Section 302(al 7 s• and thicker shall be No. l Grade Douglas / Fir-Larch or better. (Table 25_A_l >_ llJ .-. In areas subJect to water splash and 1n Show wall bracing. Every exterior wood stud wall and main c ross partition shall be braced at each end and a t least every 25 fee t of length with l x4 diagonal let-in brace or equivalent. Sec. 2518(g)S /, exterior locations, wood columns and posts s hall be supported by piers projecting at least 2" above the finished grade and s hal l bear on a metal base plate o r treated wood unless the columns or posts are foun- dation grade redwood or cedar. Sec. 2517(c)4 ,./how location of attic access with minimun 7· ;ize 22• x 30". Sec. 3205 lM. Show draft separation Eor attic areas 7 · in excess of 3,000 sq.ft. Sec. 3205 y'-Show draft seoaration for space bet11een dropped ceilings and floor above ln excess /of 1,000 sq.ft. Sec. 2517 1.,86. Specify plywood grade and panel indenti- / fication index. Table 25-J / When roof pitch is less than 3:12, design ridge as a ::,earn. Sec. 2518 (hi ,,./ Wood shear walls shall not be used to ),"'· resist horizontal forces contributed by masonry in buildings over one story in height. Sec. 2516(b) 1"-4".' Gypsum lath and plaster, gypsum sheathing 7•· board and gypsum wallboard shall not be Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches . Sec. 708 ~ 709 UMC Note that passageway to the attic fu:nace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Sec 708 UMC Show permanent electrical outlet and lighting :ixture controlled by a switch for the attic furnace. Sec. 708 UMC Show details to comply with Sec:ion ~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. 1706(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 onstruction. Table 47-r Code. l f cripple wall stud~ are less than 14" • 1";i,?. Note on the plan the amperage of electrical framing shall be solid blocking. Sec.2518(gl6 ,?'" •ervice. ,,./' Cripple wall studs exceeding 4 feet in /I 222. !f the electrical installation is more 7•· height shall be 3 inch by 4 inch or 2 1 than 200 amperes, show panel location inches by 6 inches when supporting 2 stories. Ir· and provide a single line diagram and Sec. 2518(gl6 load calculations including: .. / "? a . Wiring method employed . .)''· Show plywood sheathing over exposed eaves, b. Sizes of all conductors, switches, or other weather exposed areas, is exterior circuit breakers, fuses, and conduits. grade. Sec. 2517(g) 3 c. Approximate length of service feeders. ,o/ Show a weep screed at the foundation plate d. Provide plot plan showing services, ..7· line on all exterior stud walls to be all panel locations, circuit arrangement stuccoed. Sec. 4706(el and load distribution on panel busses. /- e. Provide typical panel schedule(sl. aper under wood siding. Sec. 170l(al Dwellings req~ire minimum 100 amp ser vice. Provide an approved waterproof building ~ pecify an approved flashing for exterior Show location of all electrical receptacles. penings and parapet walls. Sec. 3208 . Electrical receptacle locations and/or 196. Show corridor width to be mi nimum 36". spacing i s not .1dequate in ,1'llt>~l3bie 1'4: Coe . . _/c· 3304(b) .oF 1..111. ~M.-IVJ1¥>.r.,l2M L<JI\-L1.,~,-o~- .7"·~ !~ecify truss layout for 30" x 30" attic P'-At least one receptacle shall be installed r cess. outdoors, in basements and attached garages, Ridges, hips, and valleys shall be at other than laundry outlets. Art. 210-25(bl least one size larger than supported ~27. Show minimum dwelling lighting (NEC / rafters. Sec. 2518(hl 3 Art . 2l0-26(aJ and qrr·s in garage, b4tAS Provide metal straps across ridge beam and outdoors. NEC Art. 2I0-"9"taJ. and rafters• , ✓ Note "UF'ER" ground to be provided ( NEC J . .J. MECHANICAL /". Art. 250-81 All heating, ventilati ng, and cooling systems and appliances shall comply with the Uniform A ;~cha:~:: 1 t::d:~ze, location and type of all heating and cooling appliances or systems. 20 Show source of combustion air for furnace 202 will comply with Chaper 6, U.M.C. Every dwellinq unit shall be provided with heating facilities capable of maintain- i ng a room temperature of 70° ,. at J f ~ec ~hove ~he flnn~ in ~ll habitable ' rooms. Show basis for compliance. UBC Sec. 1211 Show minimum 30" deep unobstructed working space in front of furnace. ~ote on plans,clearances to be turers listing. Sec. 704 UMC per manufac- furnace shall not be installed under any stairway. Sec. 704 UMC Furnace shall not be l nstalled ln any bedr oom, bathroom, closet, or in confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Sec . 704 UMC 207. Show ICSO approva l for prefab fireplace and provide approved installation instructions at Job site. b PLUMBING (Uniform Plumbing Code) All plumbing shall comply with the Unifrom Plumbing Code. ~-Show water heater size, type and location on plans. Show method of providing combustion to fuel burning water heater. Sec. a.ir 1307 Puel 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 /' · eater from vehicle damage. Sec. 13'10 how T and P valve on water heater and how route of discharge line to exterior A ec. l007(el rovide dryer vent to outside. UMC ec. 1903 y. Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices . Sec. 1003 Shower stall shall accomodate a )O"circle and have a minimum floor area of 900 sq.in. UPC 909(dl DIDCY C'OltSUVATION1 New StAte Mandated Requlatione (Calif. Adllin. Codel bee._ effective June 16, 1913 •nd require that the design satiafy one of the Alternative enerqy package■ I••• Attached paclulgea A, a, C, I , 2 , l , 4 And AB 16 3 I • The lAv •l•o require■ that uny 111■ndAtory co':'vrvat~oq,,1ta~• be ■atiafiad. C~llt~!!_ll£_u 1n Zone~. Cop1•• of t he Residential Energy Conservation M.llnual may be obtained fr_, Publication■ Unit, California Energy Ca-is■ion, 1111 Hove Ave, 115-50, 5Acramento, California 95125, (Tel. (9161 920-621611. California luildin9 OfficiAla Also uintAin A telephone "hotline• between 10 100 A.M, and~ And 1,00 P.M. to 4100 P.M. at (9161 456-3123. Shov on the title ■h-t of the plan■, the Alternative ener9y paclul9e that -• ■elected i.e. A, a, c, l, 2, 3, 4, or AB 163 to shov ~liance, and provide calculation■ and other data, appropriate to that selected paclul9e. The responsible deaigner should sign A stAt-nt, on the olan title sheet, "The design SUballtted sub■tAntiAlly conforms to the Energy RequlAtion■ for Ae■identiAl luildi nqa•. Shov the "R" value for the WAil■ and ceiling And relAted ar■Aa, Note thAt the in■ulAtion u■ad shall coaply with CaliforniA QuAlity StAndArd■, Note the 1nsulAtion inataller ahAll poat A signed c■rtificAte, in A conapici011a place in the building, s.teting the inaulAtion coapli•• with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 3. Note doors •nd w1ndova, including skyli9ht■, betwoen conditioned and non-conditioned sp•c• shall be fully weatherstripped. Note on the framing plan that -ather-stripping, caulking or sealants ■uat be used to l i mit filtration in the bu1 l dinq envelope •t the follovinq locationaa bter1or Joints around windows and door fr■-s : between w•II sol• pletes and floor■, •nd ~~twwen wxtwr1or wA11 pane1s; penetr•t1ons 1n walls, ceilings, and floors for plW11b1ng, electricity, and qas l 1n~s; op~n1ngs 1n attic floora1 and ~11 other openinqs in the building env~lop-.?. Note :n•t doo r s •nd window• to be certified and laoeled •s comply1nq with t he !ner9y Regul&t1on■. Note f•ns exh•usting a1r to have back draft d•apers. ,,;(_ Note at the exter1or wa 11 f 1replace ,,,,,-· •r1r-plaee t0hav• m1n1mum s1x square 1nches of outs ide air; t o have gla•• or metal door covering the entire opening of the firebox; to have tight-fitting damper with readily accessible control and should not have a continuous burning pilot light". Note ducts shall comply with Chapter 10, 1976 UMC and shall be tightly sealed with mAstic or tape. Note at the water h■■t■r l ocAtion •vat■r heater to have wrap of A-12 external insulation•. 2,<. Note, where veter heater is i n unconditioned / spec■, the first five feet of outlet ipe to have R-3 vrap. oto all ctrculAtin9 hot vat■r pipe• in uncondittoned apace■ shall be i nsulAted. ? Note that all gas fired heating and coolin9 appliance■, shover■ and faucets shall c0111ply vith the !n■rqy Efficiency StandArds. r 0. Shov, At bath and kitchen, that the general li9htin9 ahall have an efficiency of not l••• than 25 luaens per watt i.e. florescent. Note that heatin9 or coolin9 ay■t(excopt heat puapal shall hAve an aut-ti~ ther1110■tat with -chani•• which can be unually progra-ed to auto .. tically ••t back the thermostat set points tor at least tvo periods withi n 24 hours, Shov the size, type and location of the apace heating (or coolin9l ay■t- and provide energy calculAtiona if tlle ou:put BTU/Hr. exceeds 45,000 ITU/Hr, output. si----AN aodel for ,au AM •car lle■cer are°" State a~ liac. Outdoor pool■ .,.itll toaa1.1 tuel lle■c■r• r■q111.r■ pool covers•• -11 a• ocn■r enern 1avin9 d■v~c•• sucn •• t~ ciocxa, ecc. -:'20•1406 MIS~LLAN!!OUS _JJ><. Show• minimum 2· ••r spAc■ and flashinq between plantar and buildinq walls. Sec . 2517(el ,n✓ Specify material to be used under the _,;,;--· shower tile. Sec. l707(a l ,n/ Specify lath and plaster co comply with /" . Chapter 4 7, UBC. Two J/4" copper pipes must be installed from water heater location to convenient location ot future solar panels (City Ord.I Provide sleeves (:oot jacksl in root for t wo future J/4" copper pipes to evnvenient location of future solar panels (City Ord. I No te :~at solar ~ater 91p1ng LS to be i nsulated 1n area• that are ~ot ~eated or ~ooled. (City Ord. l 0 Bu1ld1ng pl ans are aub■tantial ly correct •nd complete. ay, __________________ _ Date1 _________________ _ 0 Buildi ng plan• would be substantially correct and complete 1• minor correc!iona are aude at counter. By : _________________ _ 0 B i lding pl•n• require ma jor corrections and mplat• plan recheck, by plan check enqineer, L■ required. By : ___ -::'J __ 1,,,,0.....,...~--.,......--,-..,,.,,~-- 0&te : ___ 'f-._~ ... ~ ........ •--l"L-1_-~_...,\....,d ... ~=--- I! you have any queation■ regarding thu plan check, plHH call C-1 "'.Y} I ac 0 1 C, -S-c..c 14(p'6 We would also be pleased to -•t vith you, at no charge, i t additi onal aeaistance u nHded. {_SI;:/:' /7DOIT. /l,19V/l'f1~~:$ ~ -/;;> '301) - ,3o~ r~ - PLAN CHECK NO. mvNER (itp of ~arlibab ------PLAN REC'D. ---- PLAN CHK'D. CHK'D. BY ----- C~\ f1:f 1Uoll:.i" o N Stt-r. o 2.G?;.. ~ V 1 n ~ · · f ~ 3, iff IZLJ " r..u 111J o c., 0 '° G,t}(2~6, WY\O\<? ~ ~L.'fhv z n rze (G ffTa'O ~ 'iit\P C.Gt\GU~(/y) S, :Se::.0n (IYJ '~ R28--t'YI JrlJ~ 0Lm_JS S~uLD Re R I:?} I 8.-<) b'Y...) to 12-, C1YY] SI ~ Tt::;--xJi-'1 l'beTLv~ 7'VleWJ,r Tu> ru oT ~ L-t...." 1..,,(.) ·-tt-i e Gc<../t-s. """.JO 'P(2.ftm IYU4 VL'fm.J ~. .. c ,_.,~,P't-1 'jt,,A b <2.C9...AAA s \35 Id\)~ L 'A-LG UL..-Pt--~7) (_ B-1, 13 -"2-,,eJ-c\ ~JJ ~ l'ia'-<..J '--t1A Q ~ 'AYY1<=: 1> ~, 6. r· J 1t-1-olc. c 1"3 -1. e~~ 4 .1 , tv -r/l e {, '41... c., u L-~ d\,1 \ ~ fnvn () 11) '-rife P(2. Hrr1 J YlJfu 2b ..=nus I 't-t, e & ft-,/Y)I,:: \'.=oQ. t==T-1. r-T-z eh. · C ::r-I. C. :r -2., P-1 H-1. eJe. ~, ,-LIJ r:h ) (2., ,:,., v · ./ ...J_ , # , ✓ c.hG?c:J~ c.u, \.....l-~~ ,-, , rl oca-~ • , t;;'" , ~ (2..~()'l'\)~15. ~ S MoU.J Yh.l Po 't>T""S (J V\) FQ_,l~ I (\)6r,-VLR-t) s. - VuAflJS mu~, ·-e, l5 C... U::.1"1'12-evt.JOUCYl-f-. - °Po-(2.. R~ I Y\J S VC3-C...T0YG 7U _g b'4-0 I LL.{ ~""Q.. W\ I V\J (;;T ,,-½-€= Ai7-P~v~ .. \ Vl 71:::-,vO 1:::D L0Vl STT2 (.) c.21 (/y) I G Y-h.-C lJ L.,,l'rft)l2._ --·~ Pe~ Std-ouLO ~eGk:: Cll,$.s Q.~)9-7tJ)C..--r pl,; fry$ \~\"2,. ~L r-ht.JD CL.A-(z....17"4 ' - ··--- ------ ·--··· . , DEVELOPMENTAL SERVICES BUILDING DEPARTMENT Citp of ~arl~bab 1200 ELM AVENUE CARLSBAD, CA 92008-1989 (619) 436-5525 , ,it lt,FORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address Lepl Oescription Assessor's Parcel Number Quantity of Grading in cubic yards (Jntact Person -Name and daytime Phone Number Circle any Planning Commission or City Council Action on this Property: Cor,:Jitional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Development Plan Specific Plan, Site PLAN CHECK NUMBER ________ _ 1979 EDITION UNIFORM BUILDING CODE 5.<c. 330S. (j) Handrails. Stairways shall have handrails on each side, and C\'er~ stair<Aay required to be more than 88 inches in width shall be provide.:! \\1th not iess than one intermediate handrail for each 88 inches of requircC \\1dth. Intermediate handrails shall be spaced approximately equal within the enure width of the stairway. F.XCEPno,s: I. Stairway'-44 inches or less in v.-id1h and stairv.-a\· ... "en- m~ one md1\1dual d""elhnt unit in Grc,up R. Di\·j<.1on I or 3 O.,;-cupancic" m.1\ ha,e one handrail. except that such stair,,.·ays orc-n on one or both side, shail ha,·e handrail<. pro\·ided on the Ofl('n <;jde or sidc1.. ! 1. Prha1c-._,a1r""ays '.\O mchc<. or le,;;,,;. m hei~ht ma~ ha,c handrails C'ln one l side onl~. Handrails shall be placed no1 less than 30 inches nor more than 34 inches abO\:e the nosing of treads. They shall be continuous the full length of the stairs and except for private staiN·ays at least one handrail shall ex- tend not less than 6 inches beyond the top and bottom risers. and ends shall be returned or shall terminate in nC1A·cl posts or safety terminals. Handrails projecting from a wall shall han a space of not less than l 1/: I inches between the wall and the handrail. The handgrip portion of hand- rails shall be 001 less than I ¼ inches nor more than 2 inches in cross-scc- lional dimension and shall have a smooth surface with no sharp comers. ~ 1\!i"UII,;. :...➔, ,, ~ .,._ ,.,..........=,____J -r-I '"'. 114"to2• MIN '"'" MIN. sv..• 111ax. NOT ACCEPTABLE J Date I l~/sJ,/f_j Jur isdiction C r:;-n L0 tJ /'JO Prepared bys 0 Bldg. Dept. v;n1 VALUATION AND PLAN CHECK FEE D Esgil PLAN CHECK NO. 83-557 (,J.3o7-,<J-l3-IS-.l1.,1c/t:7.?/TJ/1~4) BUILDING ADDRESS h r /9/ ~ /9r::? /.-1-16sh c-rr_,,,o s e,(• w ts) APPLICANT/CONTACT /3c,hM.u ll'J110;1/,-PHONE NO. '-13,?-:J..-jcJS" BUILDING OCCUPANCY R -3{j_;utf 4' I) DESIGNER PHONE /J&L/ .?r;;J// . TYPE OF CONSTRUCTION V -11./ CONTRACTOR PHONE &Z c:.a;OY? BUILDING PORTION BUILDING AREA VALUATION VALUE l'I.ULTIPLIER 011/(3" J)Ulf?L~ )( J,n.,,f ·i P!,,t;N d '7/ia L11/1 U?r @ .,,5 Q . d f'J -I L/-1'2 .3 2 a11~ L&, cJ L/-G--r.h 7 @ /Q.,, 00 --7,?, !/?! I /z,17 Al :;l..t,2'7 L:-11/ I lrlr/ @ 52.00 -=-/.9'G 6oL/ l ~77 .?50 ~!n b7 @ 161,, cJV --~-{pocJ --- /~ 1,,q \ I (o~4' Air Conditionin.e: Commercial (<l 2.80 Residential (cl 2 -40 Res. or Comm. Fire Snrinklers @ 1.50 I Total Value 8-9 l}c/34 [II ~ q y l!1:q11 I a l I U'" (I,.,. H · I ) Ll ft<1nd i cu pp ed l!1•q11 I ;it t oi ,,;-( I .le---r:16-'71-- H"•IJ,,.,j ,• .. -.,.,J , .. $_ r:~-Ocl --------------. 7 //A_ /v P l anfhed.lce $ :_;'7::f ,l/5 _ $1 ,,- (' ll M MI ~ I•,_:---------------------------- 8/4/8..2 I . I , I ... yl ,. PLAN CHECK N!J•SS Als ~ oJ!,re,· TED ' PLANNING: TYPE OF STRUCTUREJ ~-</~ ZONE:......:.1 __ 3 __ _ SCHOOL FEES: SAN DIEGUITO ENCINITAS · , · r ......... ...,AD ------- CARLSBAD -------SAN MARCOS ~ % COVERAGE -------J-<----+------1-- BUILDING HEIGHT ----ff---+----+---+----FRONT ---tt----+--+r----- FENCES/WALLS ____ --t--+--+--___;;,_ S IDE --+--+-+------ TWO CAR GARAGE -----------RE AR --------- COMMENTS: ------------------------- ~ □ REDEVELOPP1ENT APPROVAL REQUIRED: /1./~ -o ---;-.--------------- 1-· Lu □ ~~ fr ~ ~ o LANDSCAPE PLAN COt.f-tr:NTS = ___ .....,L '/-€?Vt P 7 ~ V) z: c.:, 0:: i...J 3: L•,I :;.t, L'i (\J~ ~e st, ·--------- ENVIRONMENTAL REQUIREQ!. Fltt 1 ~ I O l( ___ __,_:;)_J--1_-:-k_B APOITIONAL COl'MENTS:_~ ~ w0tJ M.,3 .{) !.._'#. ___ _ r- OK TO rs<;~[:_~ -DATE:#/ti OK TO FINAL : . DATE: ___ --- :!!:~:!!.:!!.:!!i!.'!!.~**************** .. ***********.*******************************'"****·Jr_..,_ .. ~,'r*'!'~ ENGI~EERrnG LEGAL DESCRIPTION VERXFJ.F.O? ___ O,!..k ... Aol1 ol~o CHECKED?NIL P.F.F. ~(~ PARK IN LIEU I\) l Pr n.o.,~~~~GOl~D_. IMPROVEMENTS: R:6.Qut~.-----~ ~/I -l:p. -r DjvJ ~ c4:s. ~ _____________ E.D.U: _____________ _ SEWER: ::>HOW LE:TitE:g. Qf-AA'fucmo,;) t::0(2.. L..~L, w. D __ ._h_ ......_ LATERAL: _..N.(_A:_ ________ ·-----DRIVEWAY: ----,------·-- GRADING PERMIT: ?f:\:QU) Cog.~t)u~ lo 8:fi\_QD ts:[S -~· -··----· -- ~ DRAINAGE: Sfi:a PL.lc~----·----------~o t'Y~-' EASEMENTS: _Q~. ______ ADDITIONAL COMMENT~: GAp-21 (:{,)l)f.._. ~8 □ uo:: IJJ-~ go Ou.J u 0:: OK TO ISSUE: ~;_.._::,----D TE: * ENGINEERING INSPECTION REQUIRED: __ ~:J-J~~..--:~2~---·---------- PUBLIC ~ORKS INSPECTOR: \al;-'. f@Lf It,& _/ ~ DATE : _....L,l _-~2--;:;..t).!--.s..~'-,;:;') ______ _ FINAL OK: ___ '\~/,-.( * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARll'1ENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) ' '-•••• DC) NAl.D>nt., ... # ·I• 4 0AMi fll> ASSD4MJ WITH !'\.AT MD4IIEl'S . , ~ OfOAQ o,r TMJU llffl> . ovn,oot(ER5 c• • .. 011 I a I 0UT\D0QIII Ill Wo.c. 1 ' 1 1-tedJ I t"""l•IMAJ fN0o\ •. I. I ,i .. aanoM ~ '111ST 11001' TRUSS - 1CW ATro.c. I , I ,. -~ ... "'°' Pl.Aft : .. t_.,, V\i.,1'$<=1--) . tMY __,.lOM..,_r~ j. . . ~ , j ~ ·, . i ,1:· I Cl: .. IG •·:.·.'rot>~..,..-, .,. PlASTo °" Dfff'WALL CEI.ING OR OTHO MATERW.. ll'PfO,/Ul TO ~ . A HORIZONTAL DIAl'HIUGM ,I I I '• TYP SECTION A•A ICAl, GABL ASSEMBLY CQNNE EN> ECTIQH · I . , • t ,I I •• I "' "'te•o.c. . . . ~ CHON> I a 4 SINOLI: OF TltUSS . ~ fl'LATE a ... ~ 1 ' , , • 111 JYPICAL ~ :.,:~. i· OVTLOOKER • • 11 C~NECTIONS I ·• '• I ,. 1 j' TYPICAL GABLE ENO ASSEMBLY ~ C'_c NAM a11.1• ·~=! !J~ . . i:;. t · ~nl ~ ~ ~i! .• ~u ...... ~ 52-,life . ,.,,. ;iii~ .. ~~ ;'( ~ . , Ir i ~ ~ -~- . ? C J tell , ..... . te•-o.c. I 15ZID• . ; . --;:> DETAIL • ., .. 11111 .......... c,.__.._ .. , ..... .- •-'- r-• ___ ........ --~ ~ TO.,,_ --........ ,--~ 7". __ ...,_ IOY--,oNM'-0-....._ -■■4 ■-"'"'i ~ .. $C1$,'5('1!$ l!M$ NI) (;EILINO AT GABLE EICI SB:JIQN l•I ,..,. GABl.£ UC> ASSEMBlY NOf 10 BE usm ----·-· 1, ALL 1Nf£RIOR MEM6ERS E>GCEEDING ..-.o-It LENO'TM L AK> ALL 00\JNORY MEMBERS REOAROI..ESS OF L£NOTH 1 SHALL , 8£AR A GRADE STAMft NO UTILITY ORAOE: ' I WMBE" !IS TO 8E USED. , 2. 1"1& IS THE ONLY Al'f'AOIE0 itMP'aMCRID GA8L£ ENO! ~TR\.cl~ DRAWING. --•· LUMBEJI SIZE AND , SPECIE:$ lae' ...,, 30"' :,0 "' «) ,., )•-2• l• •1• 2"•9-2'•0- la .. S.S. .... ,. )•.a-3,.,. 2'-10" 2"-0• eP•L , ...... 3•.r 2•-,,-:z•.,o- IP•L , ...... , •• 3• ,._,. 2'·'IO" IP•L ~1.r 5•.0-"'•&• 4•.5• W•L IS'••• ~· _,. 41•.9• •·-e· IP•L 71-1• a· -e• , .. ,,. ,•.9• ff,L 1•.rr G' .,,-e·-e· a•.r tO CEI.IN(J AI GAQU £!C) $ECJO! c-c GABLE EtO ASSEMBU' HOT 10 H U5ID .... "' 2·-e• 2 ■4 1'•7· 1•-a· ,. -~- 2•.e• 2 •6 ,._.,. , •• 9" ,. • a• 2'·9" ...,. 11no ~ NPT. W PL.-1,_ I~--2'. 9" ........ ....... GABL'& END ,·-~ FRAMING MrrHOD6 ~••tr Do\ TE• JAN. 11!. 191<1 Iowa.HO 11'7 t '-1•'8111 PD N4UD n.~~ TC)f"~O,nur.11",u . OVT\.CX)l(Ell5 t a 4 QI ta I cun.00QJll ltl Wo.c. ,'I •·••::;> 'C r-t-tMAT~ ·h40AIM..EbD ♦S,..., WTTH ,UT M£MKM . .. I. I t,i4aonaM~ PlltSTIIOCI' TAUSI - 1M ATro.c. ,. ... klCK ,un I : . ! ,. t...._,.~...,j;+-<3--. ..,...,~TOM.l.-r~I•,. 'r , J ~ l"i.ASmt OR .I ,,•:•C~INO . . : . . . '. "'-""'..,.... .. ,. DftYWALL calNCI 0A OTHEII MATERW. ~ 10 r,o.,m . A HOAIZONlAl. OIAl'HIUIOM I I ,I I '. TYP SE.'CTION A• A !CAL GABL ASSEMBLY CONNi DP CTIQN. I • •. I ,I I •.• I ' WWlfZte•o.t: I•~ . ,. l114 IINCJl.1'. TOl'OC:.O ~Pl.ATE OF TRUSS . 2•4~ ,e•-o.c. • I I : ·' ' • 111 .MICAL . I' ~ , '•·r. OIJTLOOKER . II C°'."1NECTIONS I ~ ·: • . i ,. t i1 TYPICAL GABLE ENO ASSEMBLY ~ DETAIL •A" t5ZID' t, ♦LL INTERIOR MEMBERS DICEEOING "'•O" .. L£NCJn4 r• __.... ....... lllll , .. a&.-.. --~ C■L-At •'-r.,_ --_., '°- $CM'P'\ DMS NI> c;EILINO AT GA8LE EiC> 1 . -•OP-ao,,__ 1'0NW-O-MAII, -■■•• "' lllj~L HC'IION t •D ,.,,. .()ABU: EiC) ♦SSEMBlY NOf 10 BE USED .. TABLE IW'IER ..... LUMB£11 SIZE ANO , SPECIES -·-......... el'•L el'•L el'•L W•L H •L -... 1TH •A" :,o1...,, 30..., le ""' «> ""' )'•2• :,, -1• 2"•9-2'•9- )•.a-, .. ,. 2•.,0-2'-9• , ..... 3'•2" 2•-1r 2'-10" ,, .... , .. ,. :,•.,· 2'·10" 5-2" !I' -0-41•.1· ••-e· i,• ... -,. -1· 4•.g• 4•.a• 7•.,· o·-o• , .. ,,. ,•.9• 7•.0-ft'.,,. a•.e• a•.,- I • • C'_c N..., a~•• -;, J ·~=i !"'~ . . fit t . 1~1 ' ~ ~ii C ,J ·' ~u .•• lo.~ ~-, Id . 05if3 ac ,-~i;--~~, J I I I ■ • I &- !!2 CE!.11!! $ECIION ~~ ~I ~Mt;~ GABLE EiC> ASSEMBU' HOT 10 K U5II> TABLE .. B .. --06f0HLCW5 ITW .... ..., -26 ..... 30..., :,0"" «> .... 44N 2·-e• 2a ◄ 1'•7" 1·-e· , .. ,. , ..... ,._,. 2•-a• 211G ,,.,o-, •• 9" ,. -a• ,. • ?-..... 2'·9" IA,IIIISOCOIMT't' NP'T. w~,,. •~-2'·9'" ....... ....... GABLS END ,._,.. FRAMING Mrnt0D6 ~•-n-N.Ti:'t 1AM ~-,...... "" ,,n "·· r . \ I .. TOPCHO:u> ONS, No.1 DOUG,n~ No. 1 DOt:G,nR I •~ 'OouKtll Fir may be tubttltuted whue H•m·Flr IJ DNS, No. I I No. 2 I CONST. I sn.sn. DOUG,nR DOUG.FIR DOUG.nit Ho.l-nR ,ona.1 OiD. 1x,; 1 1 1 1:!41-0" _ _J~-1•-o" li:i•-10" •)J •-.o~• "'"r? MC~!:cr.s :,, ,: ,,n,~I' ,:R,n F. HF\1-FIR. 1,., •! ~IHI-FIR OR AS ~OTEn [)',1 r>FSIG_N scr;:s, I. I.II hact,g, tem;><>ruy and permanent, to ruin latrul fcrr,. t:> be deslg,aJ anJ flOTldcd by othut. 2. Design usomei latcu.l bracing at mnlmum 3"•0° o. c. Top Olcrd 1.::1~ 12'•0" llouom O,crd ""I"' othm<IJt tpecltled. :I. l.ll3 Gic!IJl:.oas Lateral l!raclllg II rbow11 *. ,ctned. No. 1 H!M·FIR _23 _1_-_5 ,, No. t CONST, H0.1-FlR . ~ ..• TO 24'-0" -SPACED 2'-0" o. c. 3621 l 2L, _:!3'-4" c-lcar span 2 LOADING DIAGRAM LL -t-DL/Roor • 32 ps! DL/Celllng • 10 pa! lS'fo Increase In allowable unit stresses used for short duration loading. <:,<:i,c a. 1~.!,r;lO•T1d] C ~ b ~ FORCE DIAGRAM 'a ~ 2x6 TC R-4. 0x4. 5 3_2110r 4112x4 T~ wR-3.2x4. 5 -,._, r 1 / 4," R-4. 8x6 (Spll i R-2, 4x6(No Sp\) I All. Splice R-2.4 x4. 5 1 / 411 HEM-FIR DOUG. FIR R-2. 4x4. 5 -24•-o11 R-2.4x4,5 -24'·0" Symmetrical About Centerline CAMBER TO I /4" F,l•No: T -2~ -5 -42 (4/2) :,aie: 12/1/H R,1: R-5·15-1 Dtt.8y: M Ck 8y: RONEL BARBGRIP CONPlECTORS, 5000 SeriH 11 (indicated by the prefix R) are of prime quellty galvanized aheel sleel (20 gauge unless otherwise noled). DIGITS INDICATE SIZE OF PLATE IN INCHES. POSITIONING: Platea shall be localed on both laces ol truss and shall be plac,d so lhal centerlines colnciC:e with Joint centerline, unless otherwise noted. 11For Basic Oe519n Valuos, SEE I.C.8.0.-R.R. _•1•69 RONEl BARBGRIP SYSTEM A ~ CO'.\Pl.':1 ,ro, CHO!U> "~~ (\ i' \ :R DNS, No.1 OOUG,n~ l•c..r ' ' Oou1!11 Fir may be tub1thuted "hue Hem· Fir !J tPOclned. No. 1 I DNS. No. 2 I No. 2 I CONST. OOCG,nR DOUG,FlR OOUG,nR OOUG.FlR ".t '-n.11 SEL.ST!t. HEM•nR •• •. < No. 1 H!M·FlR ,ona.lCHD. h..; '.!4'·0~' '.!.J'-0''_ _:n•-10" l!l'-10" :.!.J '-0"_ t~" \•,-~? ?,![~!~CF.S :,; ,1 ,,n \kl' GR \Of. HF\l,FIR. ~,)_ •~ Hf\1-FIR 011. AS '-OTED 0'1 OFSIGN ~TiS: I, }.U haclog, tcm;,oruy 10d pcimanent, to teilit h tual fctce• t> be de,1.-,eJ 111d povlded by others. 2. Ocslgti USTJntCJ h tcul bracing at maximum 3'•o• o. c. Top Q.crd a.:,:I U '•o• B<>aom O!crd u,le,s othm,!Jc rpeclftcd. S. u3 Cltdn:»m Latual llucll>g u tbowll *, 2x6 TC R-4.0x4,S 3•2"or4 .. 2x4 T~ "R-3.2x4. 5 1/4" R-4. 8x6 (Spl) i R-2, 4x6(No Sp\) I All. Splice R-2.4 x4. 5 1 / 411 CAMBER TO 1/4" HEM-FIR R-2.4x4.5 -241-0'" •· .. No. 2 CONST, I TO 24'-0" -SPACED 2'-0" o.c. 11\ HEM·FlR •-o'',-..:.~ i'J' 1_ II .... ~. _·_. __ ''-1 O" 111•~" LOADING DIAGRAM LL -+-D1../Roo! • 32 pa! DL/Ce111ng • 10 pa! 1 So/e Increase In allowable unit stresses used for short dur ation loading, DOUG, FIR R-2. 4x4. 5 -2.P-:-on 3621 ! :::,..i,c: ~ :::::,..... a 2L, 11 A :?3 '-4 clear s 2 .,c I,<:, '3 1 <'."1">,, .!J 1 0 • T I d C b FORCE DIAGRAM a ~ ;l E. l I I l Symmetrical About Centerline F le No· T _ 2 • _ 5 _ 42 (4 / 2) RONEL BARBGRIP CONNECTORS, 5000 Serlet 11 (indicated by the prefix A) are ol POSITIONING: Platea shall be located on both laces of truss RON El BARBGRIP SYSTEM (£~ j 9, !a: ' · I I 1, prime quality galvanized 1heet steel (20 gauge unlen olherwloe noted). and 1h411 be placed 10 lh•t centerlines coincide with Joint -------------r-... ,-......, · :>111· 12 I 7, centerlines union otherwise noted. ~s\'•• ; I ! I 1>,1 : TI -~-15-1 Du. By: \I C~ B,: DIGITS INDICATE SIZE OF PLATE IN INCHES. 11For Basie Design Voluos, SEE I.C.B.0.-R.R. •U&9 A Jf;'.Jd CO'.'P1,•;y [ ___) '---.; '· /l-.~.,.A'"_j . ,,--... /~:~;' .. ( ~t:M!t"\ SY.ALL,~ f:J! ~!!!-1•.i:.·M GltA::>t & SPtCI! FOil TW~S Sl'Al'IS AS NOTtO BELOW, c0ov,1u Flr may be NbSlhuted \thtre Hem•Flz lJ eel~ 110?~1oss.sc..si S!l..Sn. 101:s. No.I I l'lo. 1 loss. No. 21 xo. 2 I cor1ST. 1sc..sn. No, 1 I )lo. 2 COl'IST, TO 38•-B" • SPACED 2'•0"o.c. ~!Z t m·:~. "' !'Y'l•r., nl m•_T_l!t_FJ:t __ JY)_~-~--1.J!~--OOt_t(:. t'IR_ DOUC:. fJP. OOUG. nit 110..!· nR llc.!·F!lt HIM·Fllt IIEM·F!lt ~PC!IOP.:> 1 x'>I I I I -I I 36'·8 2x~ I 3~•.4•~1 321-1111 I 331-011 I 31•-1• I 311 -1" I 291-0 26'-4 30'- 3li ·II 25'-4 ,!:f':l :>!TO,!Oi::>, Li~d: ~~-I 36'·8" I 361-8" I 361-111 I 351-3" I 31'·11" I 261-111 l 34'-8" I ~ .. ~II ·1 --· -II ti'-!)"' 22'-0 ~·rs Mt~!!tP..s ~•• STA;',:O.~RO GR.~OE HBl,flR. ll) '2 HE\l,flR OR AS NOTED O~ DESIGN :~:>tC:S; 1. J.U b:1cl::&, ttrr.?Ou.:y an~ P"m,uuu, 10 ruht h :<tal (:,:ces,:, ~• ~.,;.-,,~ &d pro,·!~cj ~y othcn. 2. Ocs!p w~:-:--c1 h:c.~al buc:ing at ,ruirr.u:n 3'•o• o. c. Top O::rd ud u•-o· 11<>:to:n O.or~ unless ot~endse 1pedllcd. 3. 1.13 C.,oc1.ouoa, u:ud !:a clog u ~wa •. LO/\ u1;-.;G IJl,\C,HA!'\t LL•LJl./noo( ~ 32 psf DL/Ccillng • 10 ps( Note: 15':'o Increase In allowable unit stresses used for short duration loading. :1641 d a 36' ·0'1 clear s_ean 2d TC R·-lxll 2x4 TC R-4x4, S ort Panel Point Splice 2x8 TC R-4x4, 5 FORCE DI.A'.GRAM :1 b ~1 a_.,.,.. R-3. 2.d. S Spans to 2111-0" 3,2" or 4.0" R-3. 2x4. 5 to 36'•8" R·2.4x-1. 5 to 28'·0" L/10 - R-2,4:'CS to 36'·8" R-2,4x4,5 to 28'·0" 1/'4" 2x4 TC R-2. 4x4. 5 R-4.8x6 Symmetrical about Centerline CAMBER TO Panel Point Detail Splice R-5. 6x6 -2x6 TC R•4x4. 5 -2x4 TC No Splice R-1. Gx3 -36'·8" L/3::_ 1/4" P.EM-FrR R•3, 2x7, 5:. 36'·811 R-3, 2x6 -32'·10" R-2. 4x7, 5 • 30'· I0" R-2. 4x6 • 24'• 10" DOL"G; FIR R-3, 2x7, 5 • 36'·8'' R-3, 2x6 -35'·6" R-2. 4x7. 5 • 33'·4" R-2.-.xS • 25"·10" F,,eNo: T • 36 • 5 • <2 (4/3) o~t•= 12 / 1 /74 RONEL BARBGRIP CONNECTORS, 5000 Series II (indlcattd by the prolix R) are ol prime quality galvanized sheet steel 120 gauge unless otherwise noted). POSITIONING: Plates shall b9 localed on Doth iJCt> ol truss and shall be placed so that cenlerlinu coinc,ce v.,th joint centerlines unless otherwise Mted. RONEL 8AR6GRIP SYSTEM ~,1.: R·S· 15-1 Ots. By: 'l\t Ck. By;J.:L :~ I DIGITS INDICATE SIZE OF PLATE IN INCHES. _ _t•_fc,r_Bas!c Otslg~ Values. SEE l.C BO -R.R. •1CC~ ~tr ... . Au:.Jti71.,,.~ CCt.-... ,v _.. I-\ r . l . . -, ( tCM!L". SHALL!~ f:1! Ml~11,!t.'I.I CAAO! & SP!Cl! FOR nt/U SPANS AS NOTtD BELOWr Cl>ou•tu Fir may be ,ubnhuted "hue Hem•FII IJ ipect!ted,) . bto:o DSS. sn..s-:-,.. S!l..STII, DNS, No.1 No. 1 DSS, No. 2 No. 2 COIIST, SO..STR. 1/o, 1 No. 2 CONST, .. TO 36•-s" • SPACED 2'•0"o,c, ~!Zt m·:,:: n, !Y'l'!: nR or,•1r.,r:R D'lt:G F:R OOUG,nR f PC!iOP.:> 2,c'i 2-:-l 3-l"·4" 32'•11 I 33'-0 31 '-7' 311• l l=>TTO.( O!:>. 2:--.! 36°-8" 36' -8 36°-111 35'·3" ,·!!I !.!!:~!!!P.S l t• STA:SD.UD GR.\DE HBl,flR, 2d ,? HE\I.FIR OR AS NOTED 0~ DESIGN 1 •.•••• 1. }.U b:ic~g. terr.poraty an~ ptrmancnt. ro ruln h:ttll f:,:c,s:.:, ~. (u:_.c~ ir.~ pro,·!(c~ by 01hen . 2. Oc,!~ Wl:!!"CI h !c~at bracing at rr.nirr.u:n 31•0• o. e. Top C!:rd ud 12•-o• 11,):to:,i O,or~ 1111lcu ot~cndse 1peclllcd. s. 1.J:I C..od.lluo,s uuul !:a clog u .:.Ow11 •, nou<:.rrR oouc.nR 361•8 '' 29"-0 26'·411 311-11" 261-1 IID!·n R 30'-3" 341-8" 11"-l•nR HIY.•nR 110.l•nR 3li -1r· ~11•-11 25'-4 .!J' ·I" . . .. 31°-J" 27'-6 ' 221-0 LOJ\UI;-.;G VL\GHA'.\\ LL+DL/nooC • 32 i,sC DL/Cciling = 10 psC Note: 15':'o Increase In allowable unit stresses used for shorl duration loading. !1641 d t ,. ....... 36' ·0" clear s_pan 2 uu a e ~ C §. I 2x5 TC R-us 2x4 TC fl-4x4, 5 Ort Panel Point Splice 2x6 TC R·4x4, 5 FORCE DIAGRAM b -1 -~ R-3,2"4.5 Spans to 25'·0" 2x4 TC R-2, 4x4. 5 R-3. 2x4. 5 to 35'•8" R-2.4x·\, 5 10 28'·0" Symmetrical about Centerline Fo!eNo: T -36 • 5 • 42 (4/3) 011t: 12 /1 / 74 "ti.: R·S-15-1 OH. By: l\t Ck. By:-'..£ ;, R-4.8x6 CAMBER TO Panel Polnt Detall Splice R-5. 6x6 -2x6 TC R-4x4. S -2x4 TC No Splice R-1. 6x3 -36' -8" L/3:!:, 1/4" HEM-FIR R·3. 2x7, 5 -36"•811 R-3. 2x6 • 32'-10" R·2.4x7.5 -30'-10" R-2.4lc6 ·24'·10" DOt:G;FIR R-3. 2xi. 5 -36'·8,, R-3. 2x6 • 35'·8'' R-2.4x7,5 -33'-4°' R-2 • .:xS • 25'-10" RONEL BARBGRIP CONNECTORS, 5000 Series 11 (indicated by the prolix R) ■re of prime quality oatvoniz~d sheet steel 120 o•uoe unleu olherwise noted). OIOITS INDICATE SIZE OF PLATE IN INCHES. POSITIONING: Plates 1hall b! localed on 00:n IJc,s of lruu and shall be placed so th~t centerlinfl coinc,oe .,,,h joint centerhnet unless olharwise r,oted, ufor Bos'c Design V3lu01. SEE 1.C BO -R.R. •1CC9 I :o;:;:::..::~: l Mt -. coNVVAY & Assoc1AT~s, 1Ncr;::::: 111 ~r~~~~==i -------· ---n \\~ Civil/Structural Engineering • Surveying • Land Planning 111"----.. 1• . , .~ ,, 3:,, ; Date: I 2/1~ /'i3 Job #: ,05 :i_ Cales bv: 1", L • Sheet l .. of ~b- ~1f lli@(:-~_;Cff llif W,£I1 ©£I1©@IL£1PJJ®~~ ur@IB -Rl J_ K~GlC.-~ LA-Gs +,1-C4\, \: ~ · DESIG N DAT A: .. GOVERNING COPE: --------------------------~------1979.fditioD, Un~fo;rm Building Code;, r ' \ . ... .. ' MATERil\L SPECIFICl\TIONS : -----------------~------Concrete -------F C = PSI Masonry--------FM= PSI N:> special inspection required Reinforcinq ---:-FY -PSI Struct. Sti. ---.FY = PSI Lumber ________ ,;,. !)jug. 'Fir SOT.L I3f.,'\R.TNG l\ND FNrm ll\IT.Rl\L PRESSURES: _____________________ :.__;__ For DL = LL -------,--PSF PCT PCF Eq. Act. Fluid Pres . E'.q. i:>as. Fli1id p'rcs. - DESI GN 1/)i\DS: -----------------------------------Seismic · (zone ) -- Wind Load ------------ Roo.f. I.oad ------- . ____ FlOQr_Li.v.c~l ------. X DL PSF PSF . __ PSF 224 Birmingham Dr. • Cardiff, CA 92007 • TEL.: (619) 753~1453 ·tT--;--· , :1 I~,.~. '1 i 'f l l I• I 1 \),),I• ~ I Ii' -1'1 ' I ! ",;: ii1 , t : ~ I.'. •!~ • 'I t:{i · ·1. INC. , .. ·CONWAY & ASSO<SIATES, ~--·· _· -·~.'. _· '· ----.i ~ ' .I I 14' j'j • ! ,,-•. ',. • Surveying ·• ·:Land.Planning Sheet 2 of~ :RE:FEREN:F:S 1) Uniform Building Code; • f lh ' ]•,: 1979 F.dition ' . ' ,,' 2) Timber Construction Manual; . . 2nd F..ditiqn -l\rrerican Institute of Timber.Construction 3) Reinforced .Maooncy Engineering Handb:x>k; 3rd F.dition -J .. E. Amrhein - 4) Sim;,son Strong Tie Connectorr 1981 F.dition -Sii:Pson Corrpany 5) Civil Engineering Review Course; Volurre 3 -Structural ~sign, t-a:xl Structures -John G. Shipp B} LUMBER 1) Species -Douglas Fir -Larch 2) t'b:>d Stresses -Ref. 1, Table 25-A-l. j Fb Grade Single Rep. Ft-_ Fv E .L Fc,r 2 ., -4" thick #2 1450 1650 850 95 385 1000 2 "-4" wide . ' 2 "-4" thick #1 1500 1750 1000 95 385 1250 6" & wider #2 1250 1450 650 95 385 1050 Beams/ Select 1600 --950 85 385 1100 stringers struct. #1 I 1300 --675 85 385 925 Glued- Laminated 2400 --1600 165 385 1500 Beams E 1, 700,000,,:' .. ' 1,800,000 1,700,000 1,600,000 1,600,000 1,soo·,000 . 224 Birmingham Dr. • Cardiff, CA 92007 • TEL.: (619) 753-1453 ..... .EET 3 OF ~~-- CONWAY & ASSOCIATES, INC_r.::======i , . . . f :~ .wt :.a,~ ', k1.'?t,f ~ ....... 1.~:~'•if .. ,,,, I I,' • ! !~1 ·.: .. \'~ · t.lt •~Civil/Stru~tural Engineering • Surveying • Land Planning _, ,,.,.. 1• J:-1;l~~ .. ·-~ l • • '.jf. 1.) ALL EXISTING LCX)SE OR m,m.,tpACTEI) FILLS SHALL.BE EXCAVATED, PIDPERLY TREATED, ;·. '\~ REPIACED AND PROPERLY-CCMPACTED. · . _ . . , , , .. 1: 2.) CCNSULTANI' MAKE:S NO REPRESENTATIONS CXN:ERNim SOIL CONDITICNS UNLESS SPEx::::IFICALLY ,,,.;.';'ij IlCLUDED IN WRITING AND HE IS NCJl' RESPONSIBLE ·FOR ANY· LIABILITY THAT MAY ARISE aJT i·,:·•.;:;f OF THE MAKING OR FAIWRE 'IO MAKE SOIL SURVEYS·, OR SUB:-SURFACE SOIL TESTS, OR GENERAL . ' q SOIL TESTTI,X; · • ;1 : 3.) SUBSURFACE DRAINAGE SHALL BE PRJVIDED BEHIND RErAIN~ WALLS BY MEANS OF WEEP HOLES ~. OR A DRAIN CONSTRUCTED IN ACCORDMCE WITH 'IllE·. UNIFORM BUIIDIN3 COOE. ~1 4.) CONTRACTOR 'IO ProvIDE FOR DE--wATERIN3 OF EXCAVAT~ FRCM EITHER SURFACE WATER, GROUND . ,1;i WATER OR SEEPAGE. . , I, ·1~ 5. ) CORNERS AND WALL INI'ERSEX:TIOOS OF TREtOi MUST BE HAND . EXCAVATED. . BCYrIU1 MUST BE "~~~ ;n J r r,: HAND EXCAVATED LEVEL WI'IH SHARP CORNERS. . ' · ,1 6.) CONTRAC'IDR SHALL PRCYrEX:r ALL UTILI'J.Y· LINES, E'It:. ·~ ENX)UN'I'ERED DURING EXCAVATICNS . 1 ., J AND BAO<FILLING. . : 7. ) THE RETAINING WALL SHALL NOi' BE BAO<FILLED UNTIL THE nJGINEER IS NCJI'IFIED OF DATES AND TIMES OF CONSTRlJCrION AND BAO<FILL. 1.) ~ USED IN THE IDRK SHALL HAVE THE ULTIMATE· CCMPRESSIVE STRENGTH OF 2000 PSI AT AGE OF 28 DAYS. . . · · · · 2. ) THE MAXIMUM SIZE AGGREGATE IN CCN:RETE SHALL BE THE FO:tLCWrnG: . l l / 2 ''. IN FaJNDATICN AND MASS COOCRETE. . . . 3. ) PORI'IAND CEMENT SHALL CONFORM 'IO AS'IM C•-150, TYJ?E l. ;" . 4.) AGGI®3ATE (STONE ~) SHALL CCNFORM 'IO AS'IM C-33. r•,.,~~ ~ ·, •. 5. ) UNLESS O'I'HERl'ITSE SHCWN OR NOIED, CCN.;RE!'E COVERAGE OF· REINFORCING BARS 'IO FACE OF ,. ~ ••·~ BAR SHALL BE AS FOLLCMS; , , •i A. ) CONCRETE IN CONTACT i-rrTH F.ARTH, UNFORMED (REX;lJIAR) 3" • B. ) CONCREI'E IN CONTACT WITH F.ARTH ·, FORMED. (ROOUIAR) 2" • . 6.) ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CCN:RETE INSERTS SHALL-BE WELL SEOJRED IN POSITIOO PRIOR 'ID PIACING COOCRETE . MASONRY 1.) BI..O:K MASONRY UNITS SHALL BE GRADE "A" HOLLCM CORE c::otiCRETE BUX:K CONFORMING 'IO AS1M C-90 I.ATEST REVISION, AND IN ADDITION, SHALL HAVE A MAXIMUM SHRINKAGE or .06% FfO.i THE SATURATED 'IO OVEN DRY CONDITICN. MINIMUM ULTIMATE STREN;TH OF BLO:K SHALL BE 2000 PSI. . . · 2.) M:>RTAR SHALL BE FRESHLY PREPARED .AND UNIFORMLY MIXED IN · THE FOLILWING RATIO BY VOUJME; ONE PART FORTI.AND CEMENT, THREE PARI.'S SAND, 1/4 PART 'IO 1/2 PART MAXIMUM LIME OR LIME PtJITY. 3 • ) GROUT SHALL BE DESIGNED BY THE TESTJN, IAB AND SUBMITI'ED 'IO ENGINEER FOR TESTING. GROUT SHALL TEST 2000 PSI. 4.) M::>Rl'AR SHALL HAVE A MINIMUM CCMPRESSIVE STRENGTH OF 2000 PSI. 224 Birmingham Dr. • Cardiff, CA 92007 • TEL.: (619) 753-1453 I• ,, Civil/Structural Engineering • Surveying • Land Planning Ml\SCNRY (CCNI''D) 5.) MINIMUM LAP REINFOOCJNG STEEL SHALL BE 40 ,BAR DIAMETERS M!NIM0M. PROVIDE 1/2" MINIMUM CLEARANCE FRCM BI.CCI< MASOORY _.CELLS. ' .. i \ I ' ' • ., 6.) MAXIMUM HEIGHT OF GRJUT POUR SHALL BE 4 '.-0"· 'UNLF,SS CI.,F.AOOUT OPENJNGS ARE PRO- VIDED AT THE BOITCM OF CELLS· TO BE FILLED.· . . 7.) 00, COID JOINTS ARE PE™I'ITED UNLF.SS SPEX::IFICALLY'. DETAILED. 8.) VERI'ICAL CELLS TO BE FILLED SHALL:lJAV.Er V.ERT!CAL .. 'lALJ:GHmEN'I';~ANY.~lll:;,~ OR 01'HER OBSTRlx::TION OR DEBRIS· SHALL BE REMJVED FRCM THE INSIDES OF SOCH CELL WALI.S. ALL VERI'ICAL CELLS CONTAINilKi GROl1I' TO BE VIBRATED WITH .A 3/4" MOCHANICAL VIBRATOR. 9.) ALL COOCRETE BLJXK MASONRY· WHERE SHCWN CN WALL DETAIL SHALL HAVE A CCNI'INOCUS INSPEX:TION BY A RffiISTERED INSPEC'IDR. REINFOOCJNG STEEL 1.) ALL REINFOOCJN:; BARS SHALL BE ,AS'IM A-615 GRADE 40 for . #3 BARS AND GRADE 60 FOR ;. 14 AND LARGER. ' DEFORMED BILLET STEEL BARS ·EXCEPT AS OOI'ED. . • 2.) FABRICATING DE'I7\IIS SHALL CONFORM TO THE ACI MANUAL OF STANDARD PRACTICE. : 3.) ALL REINFOOCING BAR BENDS TO BE MADE O)ID. 4.) SPLICF.s IN REINFORClNG STEEL SHALL BE 40 BAR DIAMETERS IN MASONRY. SPLICE.5 IN ~ SHALL DE A MINIMUM OF 40 BAR DIAMETERS. 5. ) BARS MAY BE IN CONI'ACT , WHEN FORMIN:3 A IAPPED SPLICE. . . , 1. ) ALL S'I'RU:'IURAL STEEL SHALL CCNFORM TO AS'lM A36 -UNLE.SS CY.rHERWISE NCYl'ED • . ' • 2.) ALL LIGHT-GAUGE STEEL SHALL HAVE· 33 KSI YlEID STREN'.;'I'H -UNLE.SS CY.rHERWISE NCYl'ED. 1~ , .~ 3:J, ALL :WEilllNG7..SH1IDiiJ:a:JNFUll,,f','.LU AWS ANR.".M~~. ·t:'l, . 4.) ALL MACHINE BOLTS SHALL BE A307 MINIMG1 . -UNLF.SS <J.l'HERWISE NOTED. 4~ . 5.) ALL ANCHOR BOLTS SHALL BE A36 STEEL MIN.IMlM. '" C,f l' ;, . ~ . TIMBER J, 1.) ALL STRUC'IURAL WMBER 'IO BE ootx;IASS FIR -GRADE MARKED PER CALL OtJl' IN EN:;INEERIN:; CAICUIATIONS. . 2.) ALL NAILING SHALL CONFORM TO U .B .C. TABLE 25-P UNLE.5S Ol'HERWISE NCYl'ED. 1.) THE CONI'RACTOR SHALL VERIFY ALL DlMENSICNS, ELE.VATIONS AND COODITIONS PRIOR TO STARl'ING CONSTRLCTION. ENGINEER':-:SHALL BE 001.'IFIED mmDIATELY OF ANY DISCREPAOCIES AND IN:ONSISTANCIES. 2.) CLIENT AGREES THAT CONSULTANT WILL NCYr PERFORM CN-SI'I'E CONSTROCTION REVIEW FOR THIS P.ROJEX:T. 224 Birmingham Dr. • Cardiff, CA 92007 • TEL.: (619) 753-1453 . ' •. &- CONWAY & ASSOCIATES, INC. Consultint Strui:tural and Civil £nginters 224 Birmingham Dr. Cardiff, CA 92007 TEL: (619) 753-1453 I =- By __ Date __ Sheet No. ~Of 3 r:;_;- Subject ______ Job No. __ _ -t \d_.-s-~sf_ i- i I .s-s-r ~i( . ' J Re ' :2 l7. ( ft 7 ,.b -- l 5i q • 1 ! ~-s ~~~ ;HJ-.. (1 e_o-~ S i;_~ . I 1 6 ~. R~{t~/1:>\~1~-~~e.-e--\~ ., ·' CONWAY & ASSOCIATES, INC. Project ,-. __________ _ Consultlni Structural and Civil Engineers 224 Birmingham Dr. '' Cardiff, CA 92007 By _• _ Date __ Sheet No. !!_ Of ? 5 Subj~t ------Job No. __ _ •j, I •-t-I ,l j. L ~ . -~-.! I • . I I I ~, , . I !---• : 'L; ·r .-"'r: ... J i -. t I . _ _ ,... . ,_ ,u_ . . , I , , ,... ··1· 'D" I ' , +--r e...~ , . . o -r c . 0 . .. ·------ f ~,-r----1 .-, ....u.-,'--,---------...-+-,,_,...., v-,_ · ·1··1· ► r --r -j i 4o. ~b\2$'~ ~ l) 7 I · I I t r I \ I I · .~ ~ == 8' ~ o~ ~ ) ·· = -:,\_ \ zs S-, ...........-5·,v' (2:; I I . l-I ' \? '.L 1 _ ., \ is-: ·col ~ ==-')o \·( -J. j ··t 1j •--l·r \ '\ ' ' r:--~~ t -•J 1' : . '• • I . 1 .:-f!f-, 1" ·-f I , .. , ! • ' 1 t ! ' . -~ I .. I ' ',I ' l ' • • t I '1) I I. yT_i:>· I /' I • I ' I c~w.~ J-'1 '; +1 i I ' lA ~ e__ :)__ -\ b c.. . ..) . I LJo. 'd-L\· 1 / . I ~. ( -s i VV\, :. 0 "' L q ~ ·· eA-c2r--;:;:. · · . .Q .;,_ ---l x lo I I I I' , l I ' ' R r,{1{~ ~I (C::,11 0 ,c . ---· ------1----.--1 -(~ \ I I/ c .-....:::i, ~ 'o 7-\6J. CONWAY & ASSOCIATES, INC. Consulting Structural and Civil Engineers 224 Birmingham Or. Cardiff, CA 92007 TEL: (619) 753-1453 s h,e.,::-l-C--~·-: r • ,/-1~->2------ 8 r9 ( /l ,"N /",efV° -(",;) I , I I' Project_..;._ _________ _ By -• --Date __ Sheet No. 1 Of 3 5° Subject------Job No. __ _ \ () // () ' ( . r ~ j i I ~ ! CONWAY & ASSOCIATES, INC. Consultlnr Structural and Civil Engineers 224 Birmingham Dr. Cardiff, CA 92007 TEL: (619) 753-1453 Q1 ~ .. : l\e~ Cs) 4 ~ CJ ~j + L\1-('L> i U1 ~-1---H--=~~----'~~- - Project __________ _ By __ Date _ Sheet No. f/ Of -=--- Subject Job No. ----': .. {z e ,Q z.. ~\. A! ~ jl ,,, CONWAY & ASSOCIATES, INC . Consulllnt Structural and Civil Enginurs 224 Birmingham Dr. Cardiff, CA 92007 \00 R L~ 1~($\~~ t6 ?;1 t/ I· 1. By __ Date __ Sheet No. i_ Of __ Subject Job No. __ _ I I , r ! l ', I ,=.,,.~---- CONWAY & ASSOCIATES, INC. Consulting S1ructural and Civil Engineers 224 Birmingham Dr. ----,--Date __ Sheet No.·112 Of __ Cardiff, CA 92007 , ~ Subject ______ Job No. __ _ TEL: (619) 753-1453 \)e. c..¼ -:::- L \ V\'-\ ::; <1 l>va l l -: Sxl l 4 (~\) ~ , I \~x&' :: \-i.2 7 \3 ( \-;, ( q ...,__ J I l.. ---:::-/ Q : ...... I .J \._: ~c, -,.so') b , ' • I l.S c-3 7-ob-/\":,).<-:;: 41 I --'6 t:i f ! ., I I LA)--::::, q ' . I ~Q ,cR b ,l 0 "°z. 0'1 82- ft 44 S--L ' I , l ~ .J •. ,-4- C) • ~• . I 4=\=, z::: A=- r :::. ' CONWAY & ASSOCIATES, INC. ConJu/tin8 Structural and Civil Engineers 224 Birmingham Dr.· Cardiff, CA 92007 TEL: (619) 753-1453 J.::... __ J. I i I I . ;,, . . )l . ,, CONWAY & ASSOCIATES, IN.c. Consulting Structural and Civil Enginurs 1 , • 224 Birmingham Dr. Cardiff, CA 92007 TEL: (619) 753-1453 . ' ' ' . I I; I• I • I I l . I CONWAY & ASS rES, INC. ' Con.rulllnf Struetural and Civil Engin,,rs 224 Birmingham Dr. Cardiff, CA 92007 TEL: (619) 753-1453 ' I ' 5 By --Date. __ Sheet No. \.!I Of :3? Subject · Job No. __ ...;..;; -~ \4 ~ ··It'· :-:_, 1-1 . -j ·~ I • ➔-·~-- :~ •, l .. ,: •. -< ' ,. •. CONWAY&ASS ffES, INC: Consulting S1ruc1ural and Civil Engineers 224 Birmingham Dr. Cardiff. CA 92007 TEL: (619) 753-1453 I • We..\\. Wo,_l\ A , ~ 1 : I . I I I ! ----~- ' I t 4 I l I Project _____ .___ _____ _ By __ Date. __ Sheet No. ~Of __ Subject Job No. __ _ I I • : H ' --~ r-~ . . ' i .. ' I • I ··1 ·---:--·r" A g C D E ~ CONWAY & ASS'--'-... - consutt1n1 Structural and Civil Enginttrs 224 Birmingham Dr. Cardiff, CA 92007 I ' ' ' By __ Date. __ Sheet No. th,, __ _ Subject Job No. __ _ • 1 i~ I . l I , CONWAY & ASS -trES, INC. Con1ultln1 Structural and Civil Engln~~rs 224 Birmingham Dr. Cardiff, CA 92007 TEL: (619) 753-1453 Project ~------------,,----, . By __ Date. __ Shfft No. LJ Of -a......aa...-. Subject ______ Job No. __ _ . CONWAY & ASSO J"ES, INC. Con:1ultln1 S1ruc1ural and Civil Engint!t!T:I 224 Birmingham Dr. Project -=------------ By __ Date. __ Sheet No.1 l Of ___ _ Cardiff, CA 92007 TEL: (619) 753-1453 Subject Job No. ---•. .,;..t, , . .. \>j c.... \ \ -. J ., ,, ' : w~\\ Wo \\ '• 1 .~ l.A.Jc;..(\ •, ! ': COY\ V\ e. C -\· l , , I : l . , I -l - (/1 I I .. ' CONWAY & ASSOCli\TES, INC .. Comultin8 Structural and C,ivil Engineers 224 Birmingham Dr. Cardiff. CA 92007 TEL: (619) 753-1453 S o" 0,(' I i : . I r· ~-, • j CONWAY &· ASSOCIATES, INC. Consultlnr S1ruc1ural and Civil Engineers , ' 224 Birmingham Dr• Cardiff, CA 92007 TEL: (619) 753-1453 • r I . ·---Date. __ Sheet No.~ Of _....; __ . . ______ Job No. ____ ,., •• I r-. L . Ir C\.S E ·. I ~ IT i-• . ........ ....... . . ,I 'ES, INC. Con1ultln1 Stru~tural and Civil Engineus 224 Birmingham Dr. Cardiff, CA 92007 l· 'lA 5 t: ! I ~'A.-= . ' ' ~ •' . .. CONWAY & ASSOOATt:.S, INC. ~ Con1ultln1 Struc-tural and Civil ·t:ngln~us 224 Birmingham Dr. Cardiff, CA 92007 I I I I . ,, ~ . CONWAY & ASSOCIATES, INC. . Cona,/tln, Stru~tural and Civil £n6inrrrs • · 224 Birmingham Dr. •i Cardiff, CA 92007 __ . Date. _· .~heet No. ~f _.;:;.._ ------:---Job No. -~=r.~ . ) . u.....-...,.,,.. CONWAY & ASSOCIATES, INC. f COIUUl1/n1 StrtKtural and Civil Enginurs •224 Birmingham Dr. Cardiff, CA 92007 l ' tl l . -l---· : I I I .. • I CONWAY & ASSOC fES, INC. Con1ultln1 Structural and Civil Engineers 224 Birmingham Dr. Project ___________ _ By --Date __ Sheet No~ Of 3 5' Cardiff, CA 92007 Subject Job No. __ _ TEL: (619) 753-1453 C 1 , i i ... , rt 1 -t·t r : · , . , -t-1 ,, ~ t ... LatJ_ A"""\ <;.; .'" 1 ; ~{t~;r i : , : ,t 1-1 ; n __ ~~ .. I 1 .-t -I l 1 •• }1 1 r . . ~ -;-. 'f [ "-·I -• l · l r!g+ 1 ' 1-· · · ~ · • • ·Ti , 1 . 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CONWAY&ASS Coruultln1 Structural and Civil Enginttrs 224 Birmingham Dr. Cardiff, CA 92007 TEL: (619) 753.1453 I\ - A ~ E · \)Jo,\\ 'l "3 / • . t l \ . If .. , ___ Date. __ Sheet No.~ Of __ _ Subject _______ Job No. ___ _ I ·, : ,. 1 I t , • . l. • . ~ I _[ . , I I _j ' · · 1-j r I I __ ( i . t I j ' I I ~ • 7 ·'-+ i-. -~------r ....... ·r-... ~ l ' . I j ., I ·-. . ;_ ···-~ ' t '. ' 1 · 7 j ~ I I ' ' J • 1" ~-1-• I , ··j-.. J. ; ,-' rt· , L ' ·J: J • I •• I -· • I I I ' I •. • . f . l r I I I -----~---.-- I ___ _J '-l i 1 • ' • I ' I I · 7-1 T ·· . 1· ~ -r-r ' . d· ! t • '. ·_J I ' I ..... +-t ' ' .. r. I I I ~--~-..J... . •·•. A ·B C G CONWAY & ASSQCt..-1rES, INC. Consultln1 S1ruc1ural and Civil Engln~~rs 224 Birmingham Dr. Cardiff, CA 92007 TEL: (619) 753-1453 C\_ S e ~ 0 ,J, I 1::> @ , • l ~74.)--;-~ 4 LVE, 4 A.A. s. e.. ~ 41,-~ Project-----------=~:,-- By __ Date __ Sheet No?? Of 3 ':) Subject ______ Job No. -...--- 6 • l , ... ' ♦ l f I l . • j I ' - • l•-f . - I '.1 I o •t- I I. . ,.. • I • I .. --r- t ! I ~ !~ •·J '.!! .,, ~-: ,, ~~ ;.; •' .. ,'' ,:,: ~: l " ., ,' :~·· ., .. , ., ·'• ' ., -~ CONWAY & ASSO Jr:S, INC. Consultln8 Structural and Civil Enginurs 224 Birmingham Dr. Cardiff, CA 92007 TEL: (619) 753-1453 \}. v0c..1\ Project~-------------,--~ .BY ___ Date __ Sheet No.~ Of __ _ Subject Job No. -----' I I- I ' • t .,. l , l .I . ' I . ! .. -i-r I • - . i I • ·.~ ,-:-~ ' ,, .~ ·' ....._.,__,.,.-___ ,___._,,_, ---•==-,~=,-•211me-rm ffflW!W( "!!! nmcwCztmmtmnrn-zmr emm1■mmrr:rzmnma11smrm m • CONWAY & ASSO J"ES, INC. Project ___________ _ Consulting Structural and Civil Engineers By ___ Date __ Sheet No.~ Of 3 5 224 Birmingham Dr. Cardiff. CA 92007 Subject _______ Job No. __ _ TEL: (619) 753-1453 ~ v-c-: r:/·~·· ~ (~6 X J.~) 'l-\5 -=:.. \ q (,.G 4. \ "I b ~ £\ (. l ~ ~J -=--~ 6 ~ 6 \.A.) c-. l \ A.::- I l~ w C\ I I D-:- u..., c..l l J '·· V t)BL : ,, ·--: \,\) (. 'i 7 G.£\: ~ 'd... ~ ~-~':}.;, . I 8 ·. ~ (D ~ 64 k ==-, ~i~ 11 ?) l.:, 4 b_,...-+ 1 ~~ ""=" J.. 5 i -4A .::= f "3 b rd-. '2-.,,,.....b I 6 • I I . . . ' . 1 V ~S-8 ~ (tt )=-.x.~) X'::.--:,<?1 & 11... V1 Q \ ~~_Q_ ' / '----J_.,,,.'\)\ \> '1 ,~ r ; J -~ I j • I I. ' I ·: i-I ' -.i I ! l I I --1 I I : I . r I . .. · CONWAY & ASSOCIATES, INC. :f~.J~';':;:".,,'.·-Consullln1 Structural and Civil Engfn~~~s .. ,.-.,,,.,,,.,,_,. . 224 Birmingham Dr. Cardiff, CA 92007 TEL: (619) 753-1453 ~1--I-~ -~~~-+-+-4---'-~ '1*• 7 r I • SHEAR -- ( . I .-,·•0 260 PLF @· 520 PLF 0 -~: 380 PLF ·0 630 PLF e 1260 PLF WALL SHFA'!HIN:; ** ~ 3/8" sTROC'IURAL II PLYW'.XD wrm 8d NAILS @ 6" O;C. AT E:r:x;ES AND 12" O.C. IN FIEID. _.,. ----;:.;;~.:Z.."'.;.~ ~-.t ~ • .. -,. ~ - WALL SHFA'l'HIN:i APPLIED 'IO EOlH . .t . -. S~ OF WALL WITH SAME NAIL]N:; ~ -,-. 1)S -~ _. 3X 'roP PIATE_ ~ SILL 1/2" .STRI.C'IURAL II PLTha'D WI'IH 8d NAILS @ 2" O~'C. AT. E:r:x;ES AND : 12" O.C. IN F~: 3X 'IOI_> PIATE AND SILL. WALL SHEATHING APPLIED TO BOIH SID~ OF WALL WITH SAME NAILIN3 AS ~ • 3X TOl? PIATE AND SILL · * S'lU)S ARE A MINil-UM 2X4 @ 16" O .c. ALL E:r:x;ES OF PL~ SHEAR WALL ARE BLCCKED. w:x:o> i6d@ 6"""6.c. MA.SOORY AND cncREI'E) 1/2" A.B. @ 24" O.C. WXlD) -SEE CAICUIATICNS. · . MASCNRY AND CCN:RETE). ~/2" .A.B. @ 8" o.c~ t-o::o) SEE CAICUIATICNS ; "·=_-::- MA.SOORY AND ~) 1/2" A.B. @ l~" O.C. T ., _..,. ... ~_] ~ --.: ...:- @ 8" ~) -~ CAI.OJIATI<;:NS. ~ AND cx:N:RETE) 3/4" ~.B. @ 8" O.C. ~) SEE CAICUIATIONS. _ MASCNRY AND CCN:RETE) 3/4" A.B. @·8 11 O.C. LCX;. NO. 43 ---------- SAN 1-!ARCX:6 UNIFIED SOKX)L DIS'IRICT PROJELT SERVICE AVAIIABILITY LEITER (Applicant ~l. n -print e1i~ly • APPLicANr: file ~ A ~ o M Ac,,, A ~ Poone No.l/Jf-:Jy Ob Address: o2f .J 9 L'1C ;'i:(N f) 6-fJ S /,, CA~t514 0 1 ~'NIB: iJ«J..Al?O Mk,11QC,--Phone No. L/J?-~90.5 Address: :i.t 37 u4cif.e/v,4(,-..q 57, C,A_l('_L_~~/j_!=1_tJ~----,------------- POOJECT DE:LRIJYI'IOO Project Address;uxfa~:/'10...,. /9/t.4{osTA H~ KlO"<-'S ject Name:_________ c:2_507-.J 5o 7-J 513 -.J 51 5 {. l{Clt:IUv ,tJ ~ A S / , ject located on Assess.')r's Parcel Nur!bers i..A, cc,5 A Assessor's Parcel No. ( s): 1. qJz]3} ~ ffl 3. CII] [II] [I] ( Attach legal description 1 1 37 if necessary) 2. I I I ICIIJCO 4. ITLII I I I CIJ 200.03 No. of D.U. 's No. of Bed.roars ~ Minor Subdivision (TPI.!) 0 tJajor Subdivision (TI!) Housinir Type Single Family i1u1tiole Famih 4 12 Hobilehone Uni ts 1. Omer /applicant agrees to reconfirm this pro_iect with the issuing school district every 6 rronths unless such action i s not required by the district. District Phone_6_1_9-_7_44-4 __ 7_7_6 _____ _ 2. Omer/applicant underst and t hat the certification for school service contained in this Project Service Availability Letter is no longer effective if the pro,iect is disapproved or if the con- ditional project approval (subdivision, permit, or other conditional use processes) expires. 3. 'The infonnation I have provid ......._ APPLICANI'' s SIGNA'IURE. __ .,c::,.~.L..<eC..!_!!C:...-=;~~--"::__--=--+'---- Date: 'IO: SAN MARCm UNIFIED m CoI2J DAY OIT[J YR [8J3] City of Carlsbad Fro!: School District San Marcos Unified Grades Served: K -l 2 1. □ 2. []) 3. □ ------------- School services and facil ities are ccmnitted for this nro.iect. S<•n·icPs will be available concU1Tent with project need based on a secured a_irreelX'nt 1d th the developer 1mich has adequate financing and clear intent. 'Jbe termination date of the docunent is: ________________________ . Sc-e attaC'.hed copy. The undersigned school district hereby cert ifies that it will be able to orovicte adequate school services and facilities to the above described pro_iect concWTently with the need of such project . Omer/applicant has p.1.id t he requir<?d developer's f ee. 'The undersigned school district hereby certifies that it will not be able to provide adequate school services and facilities to the above described project concurrently with the need of such project because _____________________________ _ DIS'IRICT REPRESENrATIVE • s SIGNATURE _..,.L;"--_,_.c~--½_{...-,jJr.,....,"'"''-"~~..,,.__,"-,,-"----Date __ F_e_b_r_u_a_r-y_8~2_1_9_8_4 __ _ (/ j/ TITLE --=-Fa=c=-i'-'l'-'i-=t'-'-i-=-e=-s _T'--'e::...Cc'-'-'h ___ Phone __ 6c.,l.....c9_-_7_4_4_-4_7_7_6 ___ _ >WI 1.C•bPJs:;coTCT -'\ I •' Application for Grading Permit CITY OF CARLSBAD ENGINEERING DEPARTMENT 1200 Elm Avenue PE NO. 2. s 3, S-7 Validation by Finance Departmen t ~r--F~J Building Permit Plan Check No. ______ _ ;y~ .. ;: FOR APPLICANT TO FILL IN Site Address Lt1c1EtflNA6-A-s7: Surety Company · -· · BALt,oA H,\~ Legal Description loT-S 190 J q / Map No. ,BOC, Surety Address G~'5" g~() ., s .l). Subdivision Name Lil l?t,.5 Date Filed :"(' ~ N . u \3 , ,\ <t -8 £.l Rec'd by ~ t. Date filed O"'n;,'s Address • 5 _ The following documents are required and shall become a part ol ¥, {..t{C./ Fl'VA F-A /., C;1~.Je!A-LJ, of the7ading permit when they are approved. Plans by Civil Engineer / R.C.E. · ~~/4 . 1 JS •f· • Ld /VICJ ,4 ~ A-~..SQC Jl,C, __ 7_ .£, ing Pans __ pee, IcatIons 1--A"'-d-'-d-re_s_s _ __,_ __ , ___________ P_h_o_n_e--------1 oil report --Geologic Report ARO Ir::;:: -/ fl 5-3 ~rainage structures --Other Soil Engineer R.C.E. \J :5An DJE6ui7l:J So1L5 BIOZ. , Grading Contractor 1 ~ON JO/\f\/Sol\J Address Number of cubic yards Phone 7S38qqri Phone _--_ V_ r. Compaction report SPECIAL CONDITIONS WHICH ARE MADE A PART OF THIS PERMIT 1. Authorized hours of operation: 7:00 AM to Sunset, Monday -Friday. Haul routes are to be approved by City Engineer. 3. Adequate provisions shall be made for erosion and siltation control. Cut Fill Import Waste ~ 1-------.------.--------....----------1 4. All slopes shall be planted per City Code. Jooo I - Proposed Schedule of Operations (dates) I hereby acknowledge that I have read the application and state that the information I have provided is correct and agree to comply with all City ordinances and State laws regulating excavating and grading, and the provisions and conditions of any permit is;ued pursuant to this application. Signature of Permittee EIA Log No. q __ o_l __ By Grading permit fee $ 5. All fills to be compacted to at least 90% of optimum density unless noted otherwise. Under City Code Sec. 11 .06 170 this grading is: 0 REGULAR GRADING • City inspector will make inspections ~ed below. 0'°CONTROLLED GRADING • Private grading engineer shall observe work, coordinate tests, make reports. Rough • prior to drains Final • slopes planted Compaction reports rec'd. Permit Issued D l\¢ Private engr. cert. rec'd. by <J2· Date \ -\ 3 -'-f Copies: White-Office; Green-Building; Permit Expiration Date tt, A20'VtilC ~ M ,-\601/c 'Dfu-E' Yellow-Inspector; Pink-Permittee; Goldenrod-Finance THIS FORM WHEN PROPERLY VALIDATED IS A PERMIT TO DO THE WORK DESCRIBED THIS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD LCU~MLJlM Luun1r W~ICK LJl ~IK lLI APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served . The total charges must be paid to the District at the time the application i s submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS . FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRA- TIVE FEE WILL BE REFUNDED. A s ix-month construction period shall be provided and sewer service charges for the bal- ance of the fiscal year shall be collected at the time of application for sewer permits . Sewer service charges for subsequent fiscal years shall be collected on the tax roll in the same manner as property taxes . If the six-month construction period extends into the sub- sequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll in the same manner as property taxes. The full sewer service charges for all MACIAG, FOX, KAISER 2839 LUCIERNAGA STREET LA COST A, CA 92008 121 er as property taxes. ces -on a different date . e applications for sewer fy the District, on lperties within the :row and will be the ~ucadia County Water camw. ~ SA-✓INGS~~ MONEY MARKET CHECKING f extends from the main 1et (at or near the , the applicant's building 1plicant 's expense, of 1 the point in the s treet 1 lateral shall be made by the applicant at his expense. The connection muse oe maae i~ conformity with the District's specifications , rules and regulations; and IT MUST BE INSPECTED AND APPROVED .BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT . THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRI~ AT THE TIME INSPECTION IS DESIRED . ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The Inspection Deposit wi ll be refunded upon the completion of satisfactory inspection of the connection to the District's sewer system. The inspection deposit shall not apply in those cases in which the applicant has paid plan check and inspection fees for a subdivision. OWNER'S NAME: Richard Mac iag MAI LING ADDRESS: 28 39 Luciernaga St. Carlsbad PHONE NUMBER =-=-=---=-43=-=8=--~2-=--90,,..,5e--=-=:-,,.....,.-=-=---.-::--SERVICE ADDRESS : 2507,2509,2513,2515 Luciernaga LOT NUMBER : lots 190 & 191 TRACT DESCRIPTION : La Costa Meadows #1 ASSESSOR'S PARCEL NO: 215-250-33 & 37 TYPE OF BUILDING duple x NO. OF UNITS two CONNECTION ·FEE: LATERAL SIZE: ; EASEMENT : EXTRA FOOTAGE-: -@$ /Foot EXTRA DEPTH: @$ / Foot LATERAL FEE (two) - INSPECTION DEPOSIT PRORATED SEWER SERVICE FEE TOTAL PAID BY : CASH_CHECK NO ,..12.1 RECEIVED BY : B. Savill The undersigned hereby agrees that the above i nformation g iven is correct a nd the c;;-jtions as s t ated. 10~~ ?-Tb . owner's Signature'ef 2/8/84 Date $6,000.00 1,000.00 200 .00 -0- $7,200 .00 $7,200.00 agrees to 16204 16205 16206,16207 Account No . • . L.1~7 ---• . SERVICE~ · ·--CARLSBAD, CALIFORNIA 92C□a □ ;.:;siJtJnt City Mana:;~ (7 t .! l .¢38-559& □ · Building Oep..rtm,w,t (714) 4:!3-65U ~~~~~baa 0 Engln~ing 0~ (714) 4-33-5~1 [] Housing & Red~! O~attm;i,nt . ·. /5 0 ?---t) f .. ,~~~~-e-_. (~ _ (714) ~a11 .. □ Planning Cap~ (71-\) 433-5:r.H . AL VALUATiml CHART 7/1/83 X SFD DETACHED _____________ __; $52_00 -APARTMENT HOUSES & ATTJ-.CHED SFD_~_---..::..3_· -~9._-==1_3==---_......: X 41-00 "d--(f t?·?3 . . : GARAGE AREA __________ ~ iH//--=J;..._' ._---.;,__I _......: X 12_00 ·11--gyg . ~1 ... . . X CARPORT_· ____________ _;__ _ __:: 7.00 . X COVERED PORCH __ · --------------= 4.75 .COVERED.PATIO. ____ --'-_______ ___.: X 4.75 ..... .. . -· BAL CONI°ES/STAI RS/ DECKS _________ ___; X 8.00 ·x FIRE SPRIN!<'.LERS _______ .,.--___ __..c ·1_:sa X RETAINING WALLS _______ ~-----9.25 X . POOLS _______________ ~---= 20.00 X SPAS _ _:._ _______________ ......: ... $•'L200, 00 X AIR cmmrTIONH-!G. _________ -,--__ ___,; · 2.40 rr.OBILE OR r-:ODULAR ON S.F.LOT (l/2 of BLDG •. PER FT)_· __ x TOTAL VALUATI OM _______ --=;?-_· 3_ . .=_d-__,,__£_CZ_..!:.l__:J~_ PLJ':}I CHECK FEE (65% OF BUILDHIG PERMIT FEE) (~ -- ~ ~" _ I _ ~-"..,.~_,_,_:..,..,.,.~.----,. ~,._;--~-.--~~-+-ft-~------~~,.., _________ _._-='""° ___ . ••-~:.----'l'°"'""',.__...........,_,.,......~--•------T't-•_, .. ... --··· -----1---.... ~ ·~-,....-~--..... .;,_ ___ ------... --......... _ ....... -.... --........ ·-. ---· --_ .. ____ _