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Home My WebLink About2604 OBELISCO PL; ; 81-480; Permitd Section 7000) of;D*lv f the Business 0 m El ltw,.retfy affir I 'licensed under L.- proV~slons.of Cha mencing with of and Professlons'Code, aniti'my 11 ense is in c 'full force and effect. 11W Z Lic. No. Class, I .1 hereby affirm that am exempt from the. C~n- tractor's License Law for the tollowing reason,(Sec. M31 5 Business end Professions Code:.Any city or county which requires,a permit to construct alter_ improve_ demolish, or repair anystructure. prior to its issuance also requires the applicant for such permit to file a signed statement that he 'a licensed pursuant to the provisions of the Cpn~ tractor's License Law (Chapter 9 commencing wr Pro Section 7000 of Division 3 of the Business and fessions Code) or that is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit subjects the applicant to a civil penalty of not more than fi~e. hundred dollars (S500). I,- as owner of the iiroperty, or my, mployees 5 with wages as their sole compensation. will do the 0 work. and the structure is not* intended or offered for sale (Sec. ~7044, Business and Professions Code: UJ The Contractor's License Law does not apply to an T Z owner of properly who builds or improves thereon 311; and who does such work himself or through his own 0 employees. provided that, such improvements are - not intende-J or offered for sale. If., however, the building or improvement is sold within one year of ~14 c i , -builder omfolat on the owner will have the burden of proving that ~e did not build or improve for,the purpose of sale). Z [3 1 as' owner of 'the, property, am exclusively 0 contracting with licensed contractors to construct the project (Sec.~ 7044, Business and Professions i Code: The Contractor's License Law does not apply cc to an owner of property who builds Or 'in proves thereon. and Who contracts for each projects with.a. ull contractdr(s) licenSe pursuant to the Contractors License Law), . I 01 6 1 am exempt under Sec. 8 & P . C for this reason 1 hereby affirm that I have ai certificate of co=n! -Ao sell-insure, or a certificate of Wo . Compensation Insurance, or a certified copy thereof (Sec. 38130. Labor Code). Z L PO ICY 0 0 15) L,C Y Rp".. filed with the cily~ Z W he 'Cenified copy is~_ ? reia y furnish 911. -0 L) CERTIFICATE Or EXEMPTION FROM WORKERS'COMPENSATION INSURANCE (This section need not be completed if the permit LU is for one hundred dollars (3100) or less) ~d W 0 1 certify that in the performance of the work for 0 Which this permit is issued, Ishall not employ any .31: person in any manner so as to become subject to the ~orkers' Compensation Laws of California. NOTICE TO APPLICANT: It. after ma kin g this Certi- "icate of Exemption, you should become subject to he Workers' Compensation provisions of the Labor Code. you must forthwith comply' with such pro sions or this permit shall be deemed revoked; c. T 0 1. her by "%'~Ihat there re ffl,m is'a-consilruclio, ay lending agen or the performance of the work for Which this permfil is issued (Sec. 3097. CiOl C ode). 0 WZ Le~nder'sNane"' Lender's Addie;~`~ ot USE BALL POINT PEN ONLY & PRESS HARD -APPLICANT TO FILL IN INFORMATION WITHIN SHADED ARF.IkJAND DECLARATIONS. CARL UILDING DEPARTMENT. APPLI ATION.A PERMIT' 1200E..Im,l—p~c!.IlforniagAgOg,,(714)438-5525 Fi.s. JOB ADDRESS AV T.JDAT~~OPPLICATIONI, IFLAut SS OICENSE # VALUATION PERMIT NUMBER 7 -t,4 s / . I 104 y ~// P 0 OWNER'S NAME OWNER'S PHONE PRIME CONTRACTOR 7CONTR;AICTORS PHONE # ZONE r7 ZU !.:753 J03-1lit 743-51% I'Lb 4 J46r OWNER'S MAILING ADDRESS COP~TFIACTOR'S ADDRESS d LICENSE NO. PLA # BLDG USE CODE -33,qb '1~_Prw oi C,6~~9. LOT SUBDIVISION ASSESSOR PARCEL NO. DESIGNER STATE LICENSE # STANDARD PLAN # BUILDINGjS(~ GE DESCRIPTION OF WORK DESIGNER'S ADDRESS DESIGNER'S PHONE ~_'R/05/828 199 F!P FLR ELEV. NO O"`AGP EDU + YO N OR, 19P ~` . 84!47'JT CENSUS'TRACT' bP LAND'USE- PARKING SPACE '700 RES UNITS DING ~ERMIT GRA ISSUED REDEVELOPMENT OCC LOAD FIRE SPR AREA , - - Y0 N TV C I . YO WO YO NW No' V11fid UnI.1 Machine Certified OTY. f . 1.. PLUMBING PERMIT - ISSUE OTY. MECHANICAL- PERIVIIT~,- ISSUE SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP. INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT OJ-000-4220 62 EACH BUILDING SEWER OVER 100,000 BTU SIGN PERMIT 01-000-4221 0e) EACHMkTEk HEATER AND/OR VENT . BOILER/COMPRESSOR UP TO 3 HP, PLAN CHECK 01 -000-4806 EACH GAS SYSTEM I TO 4 OU TLETS BOILER/COMPRESSOR 3-15 HP PLUMB(NG 01-000-4222 EACH GASSYSTEM50R MORE METAL FIREPLACE ELECTRICAL -,,01-000-4223 EACH INSTAL., ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT MECHANICAL 01-000-4224 EACH VACUUM BREAKER MECH EXHAUST --HOOO/DUCTS -MOBILEHOME`~'.~ '01-000-4225 .4~ WATERSOFTNER RELOCATION OF EA FURNACEMEATER MOBILEHOME PARK INSP EACH ROO DRAIN (INSIDE) SOLAR 01-000-4226, TOTAL MECHANICAL STRO NG MOTION 65-640-0519 77 TOTAOPIUMBING~ FIR'E'SPRINKLERS 01-000-4227 OTY. ELECTRICAL PERMIT -ISSUE SOLAR - ISSUE MLIC FACILITIES FEE 25-000-4933 BRIDGE FEE NEW.CONSTEA,AMP/SWT/BKR COLLECTORS SCHOOL FEE - DISTRICT 1 PH 3 PH' STORAGE TANKS a ad -62 - C ~IS~- 65 30519 EMST BLDG EA AMP/SWT/BKR F16ICK ~TORAGE . ... .. Encinitas 65-624-0519 1 PH .3PH PUMP San Dieguito 65-625:0519 REMODEL/ALTER PER CIRCUIT PLAN C _HEIJK FEE r~Marcos 65-626,0519 IQ ~ ~L TEMP POLEk i6O AMPS T `e') 'OVER 200 AMPS low, - W-K - v TE*MP OCCUPANCY (30 DAYS~ 46 TOTAL ELECTRICAL TOTAL SOLAR,,- 'k T&A~ ~EES P I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration., Every permit issued bythe Building Official underthe provisions o(this AN OSHA PERMIT IS REOUIRIED FOR EXCAVATIONS OVER Code hall expire by limitation and become null and void. If the building or work, s CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE 5' 0" DEEP AND DEMOLITION OR CONSTRUCTOON OF' tho ad by such permit Is not commenced within 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I F!URTHER CERTIFY AND AGREE IF A PERMIT-IS pourmil.'zSkif the buildinp or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT COUNTY AND STATE LAWS GOVERNING BUILDING CON- 1 01180 ISSUED: TO COMPLY WITH ALL CITY, abandoX"t any time a ter the work is commenced for a period davA. STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE IND t MNI PLAANtS SIGNATA RE OW RO CONTRACTO APPRIPVED BY., ITS KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY-IN CONSEOLIENCE OF THE BYPHONE GRANTING OF THIS PERMIT. 4, CL E 0 1~ 11 IKJ.qPFrTION TYPE DATE INSPECTOR BUILDING-- F6UNbATlON R.EINFORCED STEEL MASONRY OR GROUT-` FLOOR & CEILING SUB FRAME SHEATHING FRAME EXTERIOR LATH INSULATIOW INTERIOR LATH & DRYWALL -24- r4 -PLUMB,ING- SEWEIi 'AND BL/CO PLUMBIN~ UNDERGROUND PLUMBING TOP~OUT TUB AND SHOWER PAN GAS TEST ELECTRICAL TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC % I ELECTRIC SERVICE BONDING G',F. 1. ',smokEbETECTORIJ ---------------- M 'ECHANICAL D'66T & OLEM','REF.--~IPING HEAT,- AIR COND. —`SOLAR SYSTEMS- NENTILATING SY7STtM§.~'-, CALC.FdR FhVAL-- INSPECTION WHEN ALL- APPROPRIATE. 'I TEMS, ABO VE WA VE,, qEEN APPR V D., 6 E JOB SITE FINAL PLUMBING',' ELECTRICAL MECHANICAL lb GAS BUILDING SPECIAL CONDITIOU&--',,. CERT OF PCCUPAN~!IED nx, FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES INS'PECTI-" REO. IF INSPECTOR'S DATE CHECKED APPROVAL SOILS COMPLIANCE PRIOR To FOUNDATION INSP A 4, ........... STRUCTURAL CONCRETE OVER 2000 PSI -71 ow'o-A) SlEt- 047 olloc -PRESTRESSED 'CONCRETE POST TENSIONED CONCRETE Z) F I E L 15-VRIL D-I N G3 HIGH STRENGTH BOLTS !,:L SPECIAL MASONR'YN-~`,~ PILES!CAISSONS "N v y A T7;Z7 Alj L 7w, ~j i Es(;Il. CORPORAFIIION DR.. sl - I'll DIM;(). CIA 04bl-V 2 _: PLAN CHECK NO._ef/-4~~O 0 W N E R ' -/- /- 5 ~/,'O _ 6;f O-C1rzcZzr DATE REC'D A-101y. -al,lss DATE -CHECKEDA/d/V. -21,& CHECKED BY -7-2~ /~Z- Ro r- -S T-, -7-46cF 0 d2 ea-7 A191 /042,9 os 2 c" , 7"- co /71Q:2 /0-0 77-2?174 -7te-ld S/ -5 f~C-1- Sec. ~5-,907(4) —o -je~- op 0/2 H?6!~ )9,.17- 44(g, 12~ a Ile- International Conference of Building Officials Report No. 3451 RESEARCR COMMITTEE REPORT March, 1980 Filing Category: SKYLIGHTS AND SMOKE VENTS ACRYLIC PLASTIC SKYLIGHTS GORDON PLASTICS, INC. 2872 SOUTH SANTA FE VISTA, CALIFORNIA 92083 1. Subject: Acrylic Plastic Skylights. IdentificAtion:The skylights are identified by an attached decal specify- ing the name and address of the manufacturer and the research report number. Ill. Evidence Submitted: Load test results and descriptive literature have been submitted. 11. Description: General: The acrylic plastic skylights are fabricated in Findings the form of a vaulted arch or dome which is attached to an extruded IV. Findings: That the Acrylic Plastic Skylights as described in this aluminum frame. The acrylic plastic material is ofType -K- or "G " as described in Research Report No. 1084. The acrylic donics arc I/K or I/m inch report arernanufactured from an approved plastic as defined in Section 5202.of the, 1979 Uniform Building Code, subject to the following I/i(, thick. depending upon the size. The aluminum frarne is a minimum Inch conditions: thick and is rcinfor~ed at the corners with a zinc alloy angle attached with two self-tapping screws. See Figure No. I for further details. I . The skylights are installed in accordance with this report and The skylights are available in various sizes as indicated inTable No. I up . Section 5207 of the code. to a maximum width and.length of 6 feet 8 inches. 2.' The roof live load and snow load for the skylights does not exceed I The skylights are designed for mounting on noniinal 2-inch-wide wood 1 1 20 psf. - ~ i curbs supported on the roof framing. Prior to installation of the skylight, the The dimensions of the skylights comply with the values set forth roofine material. is applied and lapped up the sides of the curb. in Table No. 1. The skylight is set down over the opening and is fastened to the curb on all The wood curb detail is used only where wood roof construction four sides by means of 1/2-inch-diameter 11/2-inch-long wood screws spaced is permitted. a maximum of 24 inches on center around the perinicter.'A minimum of four screws are required for each unit. This report is subject to're-examination in two years. TABLE NO. I MANUFACTURER'S DESIGNATION OVERALL PERIMETER DIMENSION DOME THICKNESS DOME RISE 2020 19~.--x 19y", 2424 24" x 24" 5" 2828 27Y." x 27%" 3636 35Y." x 35Y." 6" 4242 42" x 42" 7" 4848 48" x 48" 7" 5252 51 Y, x 5 1 Z Y" 7" 6060 60 x 160 Y.. 8" 8080 80" x 80" YI 6 91, 2028 MV x 27Y." 51, 2052 .19% " x 51 X y a 6" 2840 27Y." x.40" Y" 6" 2852 27Y." x 51 Y." Y" 3652 35Y4" x 51 Y." Y" 3663 35Y." x 63" 7" 3676 35Y." x 74Y," YI 6 8" 4280 42" x 80" Y~11 8" 4364 43'; x 154" 8" 5276 51 X " x 74Y," Y, 8" 6476 62W' x 74Y," 10" DOUBLE CONTINUOUS NONMIGRATING VINYL SEALER STRIP LOUVERED DOME RISE WEEPAGE DRAIN F LOUVERED CONDENSATION DRAIN' B EXTRUDED INSIDECURB ALUMINUM FRAME DIMENSIONS fage I of I FIGURE NO. 1 'Sel %715 of Carlobab 1 A PLANS Show location of s . moks detector. Smoke detectors shall not be battery operated in new congtruction.Pez:manent P1 eks 9 make all corrections on the original tracings and electrical power supply required.(Sec. 1210). submit two new sets of prints. and any original plan sots . -(244VZ15 eR4 that may have been returned to you by the jurisdiction. too JURISDIC T I ON DATE C. ROOM SIZES LIGHT, VENTILATION AND GIA G Of lla~ One room must contain a minim 'f 150 square feet of TOo '00 superficial floor area. (Se . 1207(b)). eAPPVCA,'.T COPY CITY COPY .-d'.Habitable rooms. other kitchens. shall contain at 2. To facilitate rechecking. please identify. next tc each least 70 square feet ~f ~floor area~ (Sec'..1207(b)). iten, the the C3 PLAN CHECKER COPY circled sheet of plans upon which each co~rection or. this sheet has been made and return this 2 L must 27. Window area must at least 1/10 of the floor area and check sheet with the revised plans. 0 10 qua minimum of 10 quare feet per Sec. 1207(a). Appears / ci t in PLAN CORRECTION SHEET Indicate or. plans the name of the legal owner and n A be defici t in SINGLE FAMILY AND DUPLEX DWELLINGS a of person responsible for the preparation of the pl a. p No Q0 S~ Area (a) Plan Check tori es 's Sec. 302(b) 4" 2 Openable indow area must be 1/20 of the f . loor area. 1 1/2 feet in bathrooms. Submit-fully,dimensioned plot plan drawn to scale and a nimum of square laundry P Date plans received by jurisdiction by 'S showing location size, and use of all existing an- T' I N room , and similar rooms. (Sec. 1205(a)),;, /n Date received by A4 plans proposed structures or . . the lot. Identify prcper-1, N 9. On half of all required window area -must be openable in. ho lines and show lot dimensions and all easements. how - 0 rovide ventilation apable mechanical of providing Date initial plan check completed by 1ccation .1 all cut or fill slopes and approximate 'U finis floor elevations for all strucrures and show five air changes per hour I athroor-s, water cicaet ele tions at all lot corners. (Sec. 302(b)7). compartments, laundry roo and similar rooms if s f 7 icate distance from center- . line of street cr alley required windows are n provided. (Sec. 1205(a)). ---No eck is li mited.to . I c c a t 0 r e e t -s property line and distance from curb to prcperty >khabitable room. o, er than a kitchen. shall be less- 1 0 0 t 0 pro e I technical requirements contained in the Uniform Building Code. AITA line. (Sec. 302(b)7). C 1 if i than 7'0" in any ension. (Sec. 1207(c)). 1 ca e d 1. P rt' Plans. specifications and calculations shall be signed a or JC4 J 4 Show that ceil height for.habitable rooms is a Uniform Plumbing Code. Uniform Mechanical Code. National Elec- minimum of 71 (See. 1207 (a)) by a California State licensed engineer or architect. Code and state 'laws regulating-energy conservation, noise ,trical (California Business & Professions Code) ceill eigh Show ceill t for laundry rooms. hallways.'corri- )M5&~ 4,17V-rAQ'L- d a dors. and athrooms is a minimum of 7'-0'. (Sec. 1207(a)). attenuation.and --access for the handicapped.The plan check is P:rrov;idre clear width for watercloset compartments B. FIRE PROTECTION based an regulations enforced by the Building Inspection Depart- an', 24" clearance in front of water closet. (Sec.1711(b)). You have other corrections based on laws and ordin- ' ment. may lw-~ Walls closer than 3 feet to property lines shall be No co ing room shall be used for sleeping purposes, onehour fire rated construction. (Table-5-0- urtle a complying as an ef f iciency living unit. (Sec. 1208 ances-enforced by the Planning Department, Engineering Dep;irt- Walla closer than 3 feet to property lines shall have Sp ~fy eaf ety glazing for glazing* in hazardous locations ment'or other departments. no openings. (Tab le 5-A). a h as gla so doors, glazing adjacent to such doors.and . V#-._**'_Walls closer than'3 feet to property lines-shall hav azing adjacent to walking surfaces.* ( Sec. 5400. 30 inch ~arapets when the building floor area excee The items circled below need clarification. modification or 1,000 square feet per floor. Sleeping rooms must have a window cr ex-~erior door for change. All circled items-have to be satisfied before the >5----projections. including eaves. may not extend more than emergency exit. Sill height-shall not be over 44*' 12 inches Into the 3 foot setback from the property above the floor with-.5.7 sq. ft. minimum openable area %, plans will be in conformance with the cited codes and regu- line. (Sec. 1710 and Sec 504(b))- minimum. with net he~ight,of opening 24" and minimum lations. Per Sec- 303 (0- 2979 Uniform'Building Code. the >*,0' Projections. including eaves shall be one hour fire net width of opening 20".. Sec. 1204). does the violation of my resistive construction, heavy timber or of non-combustible P_-'Eaves and cornices may no,t project into a required Approval of the plans not Permit ~material if they project into the 3' setback area from yard more than 2 inches for each foot of ,yard width otate. counV or'~ilty law. the property line. Section 1710. if required windows open into the yard. Sec. 1206(d)~., At, Every stairway landing shall have a A mezzanine is an intermediate floor and may no:~,hpve a.floor area exceeding 33 1/3 percent of the total in the direction of traveli at 1 -,It floor area in the room below. and-~the mezzanine floor 8 M rway w UF.A. Sec. _7.;0.,)tg .must have a clear* height of 7 feet,i'above'and below,. ..Z--A door ' swinging over a lan " ng shall not reduce the and must have 65% of the long side open. to the room width of the landing to as than 1/2'the required below. width in any position or by more than 7 inches when The loft you show,does not comply as a'mezzanine-floor fully open. (Sec. 05 *(g) and is. by Building Code definition, a,story /(53D- Provide details o winding I stairway.' Minimumm tre is 6'inches at any-point and minimum um 9 inched a point 12 inches from the side of the sta Y. Maxim rise is*9 inches. C ., Min um width isJO-inches. D. - EXITS. STAIRWAYS, AND RAILINGS ($ec. 05 (d)). Imen9ion, measured equal to the .,~Specify ICBO approval number for roof materials not covered in UBC. 1740,- Specify roof slope for Orainage or design to support accumulated t:r.,,PS`ec- 3207(a)). Show roof n 0). drari —id overflows' (Sec. 3207(c Pr:vl :: ;:ylj~ details to show compliance'with Sections 34 or provide ICBO approval number. Provide astic roof panel details to show compliance. a with -ectioh 5206 or provide ICBO approval number. 78 ow attic ventilation. Minimum\lvent area is 11150 of attic area or 1/300 of attic area if. at least 50% of the required vent is at least 3 feet above ceiling joists. (Sec. 3205(c)). ors above the second story shall nave not less than Ov e 1i r rway 0 M so Ho 14ASONRY 2 exits. ( Sec. 3302(a)). a. inimum run is 7 1/2 inches.at a point 12 inch a S a, 8 Provide fireplace construction details. (Sec. 3707). W~R~equired exit doorways shall be not less than 36" rA from where th tread is the narrowest. 0) a I Show veneer sup , t and specify veneer connections. No do Maximum r s is 9 1/2 inches. in width and not less than 6'-8" in height. Sec. 6 and Sec. 2516(a). e c. Minimum adroom is 6 I L 3062, 4 5. leaf shall exceed 4' in width. Sec. 3303( ) and feet 6 inches. 87- Provide ve er anchor ties for every two square feet 3303(f)) - (Sec. 305(f)). a*lco of vene and Noo 9 horizontal joint reinforcement >f Provide 36" high protective railing for porches, b \u I _>Ii. Spiral airways may not be used for required ex ts wire r all ancho,~~ veneer in seismic zones III and nies. and*open sides of landings. Maximum opening . when e area served is greater than 40o sq. ft. ry (UBC Stand ted" 30-1 between.railings is 9". (See. 1716)- 1 . . );/ Show how* guardrail connection details are adequate t I o S - 3305(f)-' ow height . d construction details of all masonry 5kK'6 56. iral stairwaysmust have.a clear walking space 26 walls.. (C pter'24V -support 20 pounds per lineal foot at a right angle to Inches between the column and handrail. (Sec- 3305(f)). 8 Note t cleano openings shall be provided at the-. the top rail. (Table 23-B In buildings over 2 stories in height. provide 3/4 bot: t of all ells to be grout filled over 4* in a 49. Provide stairway and landing details. (Sec. 3305(b) (c))- hour fire rated assemblies for all openings in the si e pou Cleanout shall be sealed before grouting, Maximum rise 8- and minimum run is 9% exterior wall below or within 10 feet horizontally of an ter'in ection. (Sec. 2415). Minimum head room is 6-6". exterior stairwayo An exit balcony with 2 separated 90 Provid engineering calculations for masonry wall design stairways is exempt. -(Sec. 3)05(L)). and onnections. (Sec. 2417,18.19,20). Minimum width is 30"- Exterior stairways shall, not project into the 3 foot 1 Sh. floor and roof connections to masonry walls. io Provide handrails for stairs more than 30" hiph setback from the property lines. (Sec- 3305(n)). nnection shall resist 200 pound per foot or the actual serving other than single dwelline(Sec. 420 & 3305(i))-o The walls 'and soffits of the enclosed useable space' design loads.whichever is greater. (Sec. 2310)- under interior stairs shall be-protected on the enclosed Provide material specifications for mortar. grout, Handrails shall-extend at least 6" beyond risers side as required for one hour fire-iesistive construc- masonry and.rejnfercing steel. (Sec. 2403). and shall be returned or shall terminate in newel tion. (Sec- 3)05(m))- p VTZ 93- 1 Show ow sonr*y house walls retaining earth are to be posts or . safety terminals. waterproofed. Hand rails projecting from a wall shall have a E. ROOFING ,9N' 'Note that special inspection of the maso=1 will be space not less than 1 1/2 inches between the wall required for Specify roof pitch. and the handrail. Roof pitch is not adequate for roof type specified. . d. The.hand grip portion of handralli shall be not less Specify minimum pitch of than'l 1/4 inches nor more~than 2 inches in cross- 2 .7o -C Specify roof material a nd application. sectional dimension. G. GARAGES AND CARPORTS W.~Garage requires one-hour fire protection on the garage side of waile and ceilings -common to the dwelling. (Table 5-B. See., 503(b)). All elements supporting floor above garage to have one-hour fire resistive protection on the gar'age.old 1__( Sec- 503)- Show 1 3/8' solid core self-closing door for.o, ing b 0 tween garage and dwelling. (Sec. 503(d)) D Garages are not-permitted to open into a r m used _ or sleeping purposes. (Sec. 1104). ,~t<__fopenings between car port and residen require self- 0 t 0 t .r e c c - d c I 0 a t 0 P 1 r b 0 0 S e en v n c 104 g 0 d 5 t 0 0 0 t 0 3 a h r a g 9 d f o r t r 0 r m a 0 g p u s h ga n in a e v e' n d d g es iden requ ire , elf- windo (S ec - 1214 ) . a i ze head over garage f r c g plate 1 e and method ( Cha er 23 ) . p gm rat 10 is 3 1/2 to 1 1) f/4 closing doors and.stationary windo (Sec. 1214). rlo~; Show garage framing section. size header over garage openingo lateral cross bracing plate line and method of bracing garage front. (Cha , er 23)- NOTEo Minimum plywo diap gm ratio is 3 1/2 to 1 or 21-4~. ( 41 e 2 1). Note on the foundation plan that,"Prior to the Contrac- ow foundation Bills to be pressure treated,.or tor requesting a Building D ' epartmeht foundation equal. (See. 2517 (03). nspection, the aoile'engineer shall advise the 133. Show foundation bolt size, 'spacing and penetration. Building Official in writing thatt .(Sec. 2907(e)). the building pad .was prepared in accordance with# Specify size, ICBO number and manufacturer of power the aoile reporte driven I pine. Show edge and end distances and spacing. the utility trenches have been properly backfilled (Sec- 306(f)). and compacted, andl 305 Show size, imbedment and location of hold down anchors 3- the.foundation , excavations. forming and reinforce- on foundation plan. (Sec. 2312(f)). ment comply with the .soils report and approved e36 Note on -plan that hold down anchors must be tied in plan." place prior to foundation inspection. (Sec. 2312(f)). Provide spread footings for concentrated loads designed V5f , Show adequate footings under all'shear walls.. (Sec. for 1000 PSF soil bearing or per bearing ' value as . 311(e)) , ' etermined by an engineer or architect. (Chapter '29). Show stepped footings for slopes 'steeper than IslO. 6. Show height of all foundation walls. (Chapter 23)- (Sec. 2907(c)). .~l ~.Show height of retained earth on all foundation walls. (Chapter 23 )- Y~ Show minimum 18" clearance from grade to bottom of floor .A~Show distance of foundation to edge of cut or fill joists and minimum 12" clearance to bottom of girders. (Sec. 2517). slopes and show steepness and heights of cuts and (Chapter 29 epod. Show pier size. spacing and depth into Undisturbed ,,11~Note on'plans'that wood shall be 6" above finish (Table 29-A) Show minimum under floor access of 18" x 24". (Sec. grade. (Sec. 2417(c)7 6QA01AXv PLAAD Note on plans that surface water will drain away from H. FOUNDATION REQUIREMENTS building and show drainage pattern and key elevations Sec. 2905(f). Note on plans that a soils engineer shall evaluate any unanticipated. uncompacted fill or expansive'soil Dimension foundation per Table 29A. 3vgm rrreo or other soil problems disclosed during construction. Submit a soil classification determination by a licensed TABLE NO. 29-A -,FOUNDATION FOR STUD BEARING engineer or architect based on observation, tests, WALLS MINIMUM REQUIREMENTS borings. or excavations. and containing comments'' on the degree of expansive es:,,-rdg`-P-ressib~~ I v,F`;nid bear,in yZelor F Vb TZ_ value. (Sec. 2905 Z> U _T_ _. 0 1 *3 %T- 4-. -DOIEZ Q6 -I 7%>P9-e---S -t~% IS Ld 7 )411. Note on the plan t soil classification. whet or an not the soil is expansive.an note the a owable Number' bearing value, or have the foundation conform to Of Table 29-A. (Sec. 2905)- Stories 1 The foundation plan does not comply with the soil repor t recommendations for this project 1 2 3 12,,000"" ~rovide ~notes ~onthe ~fotmd~ation ~plan listing the soil report recommendations for foundations. slab and building pad preparatlon. 2517) . elm, o__ Show minimum under floor ventilation equal to 1 1/2 sq. ft. for each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximately. opposite sides. '(Sec. 2517). 1. FRAMING I Show all joists, rafters, beams, and posts 2" to 4" '10-~S thick to be No. 2 Grade ,Douglas Fir-Larch'or better. All posts andbeams 5" and thicker shall be No. 1 Grade ,,;~ ouglas Fir-Larch or better. (Table 25-A-1). S h ow wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every-25 feet of length with 1 x 4 diagonal ..,,le -in brace or equivalent. (Sec. 2518(9)5))-t Note cross bridging or blocking.Floor joists and rafters more than 12" in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. (Sec. 2506(g,)-). Thickness Of Foundation Wall Width Uncheosl - Of n, t Footing Concrete Masonry (Inches) 6 6 12 8 8 15 10 10 18 Depth Of Foundation Below Natural Surfac e Thickness Of Ground Of And Finish Footing Grade (Inches) (Inches) 6 '12 7 18 8 24 X~Show blockirig at ends and at supports of f ' loor Joists. Specify nail size and'spicing for all'shear.walle, floor J. ME'CHANICAL and for rafters at exterior'valls. (Sec. 2506(g)). Show solid blocking' at ridge line and at exterior and roof diaphragms. Indicate-r6quIred blocking. Maintain maximum. diaphragm 'dimension ratios. (Tables All-heating, ventilating,"and.cooling systems and applian.ces walls on trussed roofs. .(Sec. 2506(g)). I. J. K.).- 8 comply with.the Uniform Mechanical'Code.' .. Show double joists. Floor ,joists'shall be doubled how 3" x 4" or 2" x 6" studs in first story*of three (229~/ Specify BTU rating of the he ating appliance. under b-earing partitions running parallel . wit,h*t . he story building. (Sec., 25i8(f).).'. IA&T_~7 Show the location and type of all heating and cooling joists. (Sec. 2518(d)5). .16 ~-Provide- truss.deta'ils and trus's 'c'alcul'ationS,-----k------~, appliances or systems. Show rafter purlin braces to be not less than Li75 degree 78 to the horizontal. (Sec. 2518(h)). Provide a rooi framing.plan Sec'.. 362(a) Every dwelling unit shall'be provided with heating* facilities 9. Provide framing sections through cipable of'maintaining a room temperature Show rafter ties. Rafter ties shall be spaced not more (Sec.'302(a)7). 0 of 7Q . F..at .3-feet above the floor in all habitable than 4 feet on center where rafters and.ceiling joists - Speci fy all header sizes for opening over 4'.wide. rooms. Show-badie for compliance. UBC Sec. 1211 are not parallel.( Sec. 2518(h)). Show 1/2" minimum clearance between top plate of k5go n18 Sec.'2518(9~7- Provide ca~5ulations for 71__7ZA7 L Cd '1VVV&n -7-7 a Show minimum 30" deep unobstructed working space in front 'of furnace. interior partitions and bottom chord of trusses. Sec - 302AL.-04,W) r 4 All L) 20 Show furnace-space minimum 12' wider than furnace'or' (To ensure loading will be I as I designed.) In areas subjec o an in exterior I tions oca per listing.~ (Sec.~ 704UMC). Show double top plate with minimum 48" lap spl ic wood ,columns"and posts s -be'supported by piers hall. S how m in imum 3' clear working space along the sides. Sec. 2518(g)4 projectifig a . t least 2" above the finished grade,and back and top of furnace or clearance per listing. Show nailing will be In compliance with table 25-P- shall bear on a metal base plate or treated.wood unless . Sec-.7o4umc Provide fire stops between stories, between top story t . he columns or posts are.foundation gradi redwood or Furnace shall not be installed under any stairway. and roof space. at ceilings and floor levels in interior cedar. (Sec. 2517(C)4). Sec. 7o4umc and exterior walls, in mansard roof or eyebrow . so no Show location,c~r'attic scuttle.with minimum size 22" x 0A,91. Furnace -shall riot be installed in any bedroom. bat~xoom, concealed or furred space is greater thar. 10' horizon- 30". (See. 3209- Closet. or-in confined space with access Only through tally or vertically. between stair stringers at - top and ?<~Show draft separation for attic areas in excess of such room. unless-specified as direct vent appliance, bottom and between etude along and In line with stair 3000 sq. ' ft. ( Sec. 3205) enclosed fu rnace orelectric heating appliance. run adjoining stud walls and partitions. at perimeter how draft separation for space between dropped ceilings Sec. , 7o4umc Attic of sliding door pockets, between chimney and wood and floor in excess of 1000 sq. ft. .(-Sec. 2517). ,Pe. furnace installed in a space less than 5 - high shall frame using metal or Incombustibles for the fire stop and at other places that could afford passage of flame . Specify plywood grade and Panel identification index. be listed for such installation. (Sec..-70-8UMC). Sec. 2517(f) (Table 25-J). When roof pitch Is less than 3sl2.*'design ridge as a .,~'Show ICBO approval for prefab fireplace and provide approved installation instructions. 'two-story 172 Show studs. In one or buildings. studs fori vertical load carrying member. ( Sec. 25-18(h)). Show access to the attic furnace to be large enough to .1 bearing walls shall be not less than 2x4@ 16"o.c. Wood. shear walls shall not be used to resist horizontal. pass the largest piece. of furnace and in no case less 3V Interior non-bearing partitions may be 2x3 @ 16" o.c. forces contributed by masonry in buildings~over one than 30 inches by 30 inches.( Sec. 708UMC). Maximum unsupported h x x 0. f story in height. (Sec. 2516(b)). Note that*passageway to the attic furnace shall be p ed 2 3 1 1 20.' for x.6 (all 16" o.c.).(S c. 2518(a)). Gypsum lath and plaster. gypsum sheathing board and gypsum unobstructed and have continuous' solid flooring not te no n b e a r in M ~ u r-i2A,- 2' J.i wallboard -shall not be used in vertical diaphragms to less than 24 inches wid (Sec. 708UMC). or m n sup 0 r t el X 4' for C C . Certificate 0 Compliance for glued resist.forces imposed by masonry or concrete construction. 2112. Show a permanent elec*tricial outlet -and. lighti'9 fixture n S4-j a N Lj IV Table 47-1. controlle.a.by a switch-for the atti~ furnace. 'Sec. If cripple wall studs are less than 14". framing shall 708UMC laminated woodmem.bers a all be given to the Building. be solid blocking. (Sec. 2518(g)6). _P,,.'Sho. detail, to comply with...Section 709 for 'furnace Inspector prior to erection.( Sec- 3A(f))- Cripple wall stu * do exceeding 4 feet In height.shall be Detail.all post to beam and post to footing connections. 3 inch by 4 Inch or 2 inches by .6 inches when supporting under the floor, Section 708 for attic furnacep or S ' ection 710 for roof.or' outside furnace. Sec. 2517(c)4 2 stor ies. (See. 2518(g)6)., lw~Note on plan, gas vents and non-combustible piping 192 -Show plywood sheathing over exposed eaves, or other. passing through.three~floors or less shall-be effectively weather. exposed areas. is exterior grade. (Sec. 2517(9)3)- draft stopped at each''floor or ceiling. (U.B.C.Sec. 1706(a)6). Provide-adequate barrier to protect'water heater from. ?~~Special glazing is required in 3500 HDD and-greater' K. ELECTRICAL'(NATIONAL ELECTRICAL 'CODE). o7-tkN vehicle damage. (Sec. 131.0)- U value 0.65, two areas. (Special glazings Maximum L241" Show T and P valve on water heaterand show route of. more pa;es). (T20-1402. def.).. All wiring shall comply with the National Electrical Code. __I) __ N discharge-line. (See.-1007 (e)j. tra window area for south-facing walls is permitted 4621.:~. Note on the plan the amperage.*of electrical service. 01;r, ' . e if justified by a-pasaive solar credit sknalyals. 22 If the electrical Installat . i.6n is more than 200 amperes, :;W,+ ~4 N . ote on plane that a water.pressure regulator is required if serving pressure is over 80 p.s.i (Sec. 1007). _T20-1403- show panel location and provide a'single- line diagram '0~ Provide dryer vent to outside. (U.Mech-Code, Sec. 190~). In cooled buIldings, provide tinted glazing for and -load calculations includings F, . I . Note on the'~lan that hose bibbs and lawn sprinkler glazing areas In excess of 16'% of the floor area. Wiring method.employed. WrA systems shall have approved backflow prevention The glazing area' on walls oriented within 22 1/2 Sizes of all conductors, 'switches, circuit breakers. fuses. andcohduits. devices. (Sec. 1003)- degrees of North need not-be Included in the total Approximate length ,of service and.f6eders. M. NOISE INSUIATION (DUPLEXES) alculated glazed area~ (T20-1403). Provide' plot plan showing services. all panel ~Z~Provide energy analysis to show that the bonnet capacity locations, circuit arrangement and load distribu- ~2<Show details of duplex common (party) walls and floor/. of the gas central-furnace does-not exceed the building tibn on panel buis'es. ceiling'assemblies-to achieve a Sound Transmission design heat loss by more than 30%- (Exceptionss .48.000 BTU/Hr. output-furnace.* See -'also California Provide typical panel scheduleW.' Class (STC) rating in walls of 50 decibelsand an. Seasonal Efficiency Adjustment.)(T24_i4o4). 223* Dwellings and condomi 100 amp service. Impact*Insulation Class (ITC) rating on floor/ceiling niums require of 50 decibels.(Title 25). No.te on plan that*all transverse ducts. plenums, and 224 Show location of all electrical receptacles. Show how penetrations of assemblies for piping, electrical fitting joints of HYAC system shall be sealed with eadl000 (N.E.C. Art. 210-25(b)). devices, recessed cabinets. bathtubs. softits,.or. pressure-sensitive tape or mastic to prevent air loss. 225- Electrical receptacle locations and/orspacing is not heating, ventilating, or exhaust ducts, shall be sealed.- T20-1404. adequate ins Note.on.plan that insulation of ducts.shall conform to lined, or insulated to maintain required sound trans- mission ratings...(Title 25).. IUMC Section 1005- (T20-1404). 20~6. At least one receptacle sha.11 be installed outdoors. in base- "D I ><' Provide insulation in walls 'and ceiling to achieve 281 Note on plan'that all doorsand windows to the exterior ments and attached garages other than laundry outiet's.(See.224). e fully weather STC of 50 between garage and living area if garage Ube or tounconditioned areas shall b 227 Show minimum dwelling lighting (N.E.C. Art.210-26(a) and is not controlled by th . e resident.(Title 25). - striped per ANSI Standard. (T20-1403)- GFI's in garage, baths and outdoors.(N.E.c. Art.210-8(a)). ~kT 28 Note on plan that back draft dampers are required on D2~2 8 Show kitchen electrical -receptacles are located in N.. ENERGY CONSERVATION all fan systems exhausting air from the building. 0 lianc_q_s:si-th_qa"_4t" T20-1403e .O~lAll additions to existing residential buildings must 7~e a 1jj Electrical resistance space heating shall not be used comply with Title 24 energy regulations. Additions . U~ unlesss. L. FLUMBING (UNIFORM PIUMBING CODE) exceeding 30% of the existing build'ing.requires the a.. 6o% of.~eating/cooling is supplied by a nondepletable existing and addition to have'R-19 ceiling insulation source. All plumbing shall comply with the Uniform Plumbing Code. if the existing ceiling area is accessible for insula- Pilots. burners, heating elements and.switches*of water tion installa . tion.(120-1401(c)). b. BUpplements a heat pump system.'. heaters shall be 18" above garage floor. (Sec. 1310). c. -less than 10% of total heating system. 72 Specify the insulation R values. for walls. roof. and d. life cycl'i cost analysis . j . ustifies. (T20-1404). 5,~Tj q23 Show.water heater type and location on plans. ceiling. (R-~ll'for wallsi R-19 for Ceilings,'or 237 Show method of providing combusti provide details and analysis for an alternate design.) Note on plan that.all heating and cooling.equipment' water heater. (Sec. 1307). 00 _" L7W 2-5 0 C4M-'LP ~T20-1403,Table A and (2)(B)). efficiencies shall-conform.to Title 20-Chapter 2, Show water heater clearance from combusti IS 273 Subchapter 4. Article 4 (75% for forced air furnaces). Specify the gross floor area of heated portions of the Sec. 1308 dwelling, and the area-of glazed-openings on the plan. 28' N6te on plan tha*t no . natural gas, central heating plant Fuel combustion water heater shall not be installed In (T20-1403)- may be installed without an Intermittent Ignition bath or bedroom,oi~' in closet opening into bath or 27 Provide an analysis justifying increasing the single ' Device.`(T20-14O5)-- glazed area beyond 16% of the gross floor area. Show bedroom. (Sec. 1309). 28 Note on plan that the hot water,pipe recirculating systems method'to reduce heat lose to that which would occur in attics, garages or unheated.spaces shall be insulated with basic glating.(T20-1402, def.) to provide maximum loas of 50 BTU/hr-per linear foot. -T20~14o&_ ADDITIONAL REMARKS 30 Two 3/4" copper -pip es must be installed from water heater location to convenient location of future solar panels (City Ord. 8093)- Provide sleeves in roof for two future 3/4 copper pipes to ~ onvenient-location'o-f future". solar panels (City Ord. 8093).* 31 Note that solar water 15ipinp, is to be insulated in areas that are riot heated or cooled. (City Ord. 8093). 0 t-.A -, _VD a e/N !Dsp,~V-~ --to S. V*V 1.0 N <5 rJ . W I V J .0 6 `_SC,1*fDUU5 t+du,) W I OJMOLA-) 4A Ck TU \J FW PA A-T~_-~ \ Pt~ PVT YVJ 3~, o %.4j pt-"r- T~Jz -DUW\zW-P,\T1i~1z C6 ro L0 V q C-I.-I V\A V0 V-i sTt-=-m C-- L-t.) A- L_ L~' ~4t IAJ L_ S ~ -Sea=— (Z) 0, RZ'?bYz-r 'Q 0-~~ \oe,,) H-fts, %_-o\c~vZD S+&-ta_ Lo)ao,(2(C cofostvenzeo INNJ 'Ile El ectric resistants water heating,19-not permitted unless verified "as 'Cost effective by.a life cycle cost analysis. 20-1406. . , %~ IV. I.!, . _MW.___?0utdoor'poo2i with foes I I lulp 1,, heaters require, . po . ol covers: as well as other enirgy saving devi"s-such-as oc e-MITZOW. P C-4s. c?, 0. MISCELIANEOUS Show minimum 2" wide ai~_space and flashing between planter and building walls. (Sec. 2517(c)). Show a weep scr . eed at the foundation plate line on all exterior stud walls to be stuccoed. (Sec. 4706(e)). Shower stall shall be minimum width 30" with a minimum floor area of 900 eq. in. (U.P.C..909(d)). cx~ Spec*ify material to be used under the shower tile-(Sec. 1707(a)j.' 0 Specify lath and plaster to comply with Chapter 4;. UBC. Provide an approved waterproof building paper under wood siding. (Sec. 1707(a)). Specify an approved flashing for exterior openings and parapet walls.(Sec. 3208). NO'E: The plans were revi6wed based on the information shown on . the plans. If-,the plans are in error, or changed durin~, construction; . the permittee shall contact the'Build.inLr Department for. review and approval before proceeding with the work. Building plans are substantially correct and complete. Bys bate t— Buildinj plans+,would be su*bsta'ntiallg7 ccrrect and complete if -minor corrections are made. Bys Dates <~Uding pians require major 'corrections .,ani completl - Plan r1heck is required V_ - Date i If you have any questions rngarding this plan . 'check. please call at.(714) 560-2468. we would also be pleased to meet with you. a' t no charge. If additional assistance Is needed. of Carldab' DATE g-1/ PLANS Please make all corrections on the original tracings and submit two now sets of prints. and any original plan sets that may have been returned to you by the juri ediction, too Ct4 e6uluo,,64 zi~ Show location'of emoke detector. Smoke detectors shall not be battery operated In new conotruction.Perma-nent 10C electrical power supply required.(Sec. 1210). C. ROOM SIZES LIGHT, VENTIIATION AND GIAZTNG A CUP 0 TO& APPL-CANIT COPY CITY COPY PIAN CHECKER COPY PLAN CORRECTION SHEET SINGLE FAMILY AND DUPLEX DWELLINGS Plan Check No Stories C2 Area(s) Date plans received by jurisdiction _by (:Z-0 Date plans received by P4RAI CAZ&, Date initial plan check completed by eck is limited to technical requirements contained in -the Uniform Building Code. Uniform Plumbing Code, Uniform Mechanical Code, 14ational Elec- trical Code and state laws regulating energy conservation. noise attenuation and access for the handicapped.The plan check is based on regulations enforced by the Building Inspection~ Depart- ment. You may have other corrections based on laws and ordin- ances enforced by the Planning Department, Engineering Depart- ment or other departments.. The items circled below need clarification. modification or change. All circled items. have to be satisfied before the plans will be in"conformance with the cited codes and regu- lation's. Per See. 303 (c). 1979 Uniform Building Code. the approval of the plans does not pe mit the violation of any state. county or city law. 11-5-- One room must contain a minimum of 150 square feet of superficial floor area. (Sec. 1207(b)). MI.' other than kitchens. shall contain at Habitable rooms, least 70 square feet of floor area. (Sec. 1207(b)). indow area must be at least 1/10 of the floor area and minimum of 10 square feet per Sec. 1207(a). Appears tto be deficient in Openable window area must be 1/20 of the floor area. and a minimum of 1 1/2 square feet In bathrooms, laundry rooms, and similar rooms. (Sec. 1205(a)). One-half of all required window-area must be openable in Z 30 Provide.mechanical ventilation capable.of providing five a ir changes per hour in bathrooms. water cl-.;net compartments. laundry rooms and similar rooms if required windows are not provided. (Sec. 1205(a)). ,>k---No habitable room. other tha ri' a kitchen, shall be less- than'-7'0' in any dimension. (Sec. 1207(c)). Show that ceiling height for.habitable rooms-is a minimum of -71-6". (Sec. 1207 (a)). Show ceiling height for laundry rooms. hallways. corri- dors, and bathrooms is a minimum of V-0". (Sec. 1207(a)). ,J~Provide 30" clear width for water closet compartments and 24 clearance in front of water closet. t Sec.1711(b;). Walls closer than 3.feet to property lines shall be No cooking room shall be used for sleeping purposes. orehour fire rated construction. (Table 5-0- unless complying as an efficiency living unit. (Sec. 1208 Walls closer than 3.feet to property lines shall have Ile 36. Specify safety glazing for glazing in hazardous locations no openings. (Table 5-A). such as glass doors. glazing adjacent to such doors and Vi-.**,-Walls closer than'3 feet to property lines shall hav IV, glazing adjacent to walking surfaces. Sec. .5400. 30 inch parapets when the building floor area exceed 1.000 square feet per floor. I>r---s leeping rooms must have a window cr exterior door for X-011-projections. including eaves. may not extend more than emergency exit. Sill height shall not be over 44*1 12 inches into the 3 foot setback from the property above the floor with.!5;7 sq. ft. minimum openable area line. (Sec- 1710 and Sec 504(b))- minimum. with net hdight of opening 24" and minimum Projections-, including leaves shall be one hour fire net width of-opening 20% (Sec. 1204). resistive construction. heavy timber or of non-combustible Eaves and cornices may not project into a required .material if they project into the 30 setback area from yard more than 2 inches for each foot of yard width the property line. Section 1710. if required windows open into the yard. (Sec. 1206(d)). To facilitate rechecking. please identify, next tc each circled item. the sheet of the plans upon which each correction or~ thIs sheet has been made and return. this' check sheet with the revised plans. Indicate on plans the name of the legal owner and n of person responsible for the preparation of the pl s. Sec. 302(b) OoW. Submit fully dimensioned plot plan drawn to scale showing location size. and use of all existine an:! proposed structures on the lot. Identify prcpert-,- lin s and show lot dimensions and all easenents. how lcc:tion of all cut or fill slopes and apprcx:-:nate finish floor elevations for all struc-ires and show elevations at all lot corners. (Sec. 302(b)7 ). ,X,-' '-rndicate distance from center-line of street cr alley to propert-I line and distance from curb to prcperty line. (Sec. 302(b)7). 6. Plans. specifications and calculations shall be signed by a California State licensed engineer or architect-. (California Business & Professions Code) B. -FIRE PROTECTION 49. Provide stairway and landing details. (Sec. 3305(b) & (c))- Maximum rise 8" and minimum run is 9". Minimum head room is 61-6". Minimum width is 30.% 50 Provide handrails for stairs more than 30" hirh serving other than single dwelling(Sec. 420 & 33C)5(i))-- Handrails shall extend at least 6" beyond risers and shall be returned or shall terminate In newel posts or safety terminals. Hand.rails projecting from a,wall shall have a space not less than 1 1/2 inches between the wall and the handrail. The hand grip portion of handrails shall be not less than.1-1/4 inches nor more than 2 inches,in cross- sectional dimerfsion. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. (Sec- 3.305(g))- 1-~A door*awinging over a landing shall not reduce the width of the landing to leas than 1/2 the required width in any position nor by more than 7 Inches when fully open. (Sec. 3305 (9))- Provi.de details of winding stairvey.' Minimum tread is 6 Inches at any point and*minimum 9 inches at a point 12 inches from the aide of the stairway. Maximum rise is 9 inches. Minimum width is 30 inches. (Sec. 3305 (d)). 54. Provide spiral stairway de~tailse Minimum run is 7 1/2 inches at a point 12 inch a from where the tread is the narrowest. imium rise is 9 1/2 ,inches., Maxi Minimum headroom is 6 feet 6 inches. (Sec. 3305(f)). Spiral stairways may not be used for required ex ts when the area served is greater than 46o sq. ft. Sec- 3305(f)' Spiral stairways must have a clear walking space of 26 inches between the column and handrail. (Sec- 3305(f)). In buildings,over 2 stories in height, provide 3/4 hour fire rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an .exterior stairway. An exit'balcony with 2 separated stairways is exempt. (See- 3305(L)). Exterior stairways shall, not project into the 3 foot setback from the property lines. (Sec- 3305(n)). ,JI-_ The walls and soffits of.the enclosed useable space under interior stairs shall be protected on the enclosed side as required.for one hour fire-re'sistive construc- tion. (Sec- 3305(m))- E. ROOFING 11-7 ~-_ Specify roof pitch. Roof pitch ' is not adequate for roof type specified. Specify minimum pitch-of -.7.2or Specify roof material and application. Specify ICBO approval number forroof matekais'not covered in UBC. Specify roof slope for drain-age or design to support ,,-accumulated water. (Sec. 3207(a)). 0 5. Show roof drains and overflows. (Sec. 3207(c)). ..,~frovide skylight details to show compliance with Sections 3401 or 520~ or provide ICBO approval number. Provide plastic roof panel details to show compliance witheection 5206 or provide ICBO approval number. Show attic ventilation. Minimum vent area is 11150 of attic area or 1/300 of attic area if at least 50% of the required vent Is at least 3 feet above ceiling joists. (Sec. 3205(c)). wire for all anchored veneer in seismic zones III and IV. (UBC Standard 30-1)- Show height and construction details of all masonry walls. (Chapter 24). 89 Note that cleanout openings shall be provided at the bottom of all cells to be grout filled ' over 4''in a single pour. Cleanout shall be sealed before grouting. 0 after inspection. (Sec. 2415). 90 Provide engineering calculations for masonry wall design 90 and,connections. (Sec. 2417,18,19.20). Show floor ,and roof connections to masonry walls. Connection shall resist 200 pound per foot or the actual design loads.whichaver is greater. (Sec. 2310)- Provide material specifications for mortar, grout, masonry andi~~rcing steel. (Sec. 2403)- 93- Show(~J~45`Rry house walls retaining'earth are to be waterproofed. ,.94~ Note that special inspection of the masonry will be required for ..~ ~.A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below.'&n&-~the mezzanine floor must have a clear height of 7 feet., above and below, and must have.65% 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. STAIRWAYS, AND RAILINGS lj,~ ~Floors above the second story shall have not less than 2 exits. ( Sec. 3302(a)). Required exit doorways shall be not less than 36" No do in width and not less than 6'-8" in height. No do leaf shall exceed 4' in width. (Sec. 3303(e) and 3303(f)) - >fo"-Provide 36" high protective railing for porches, balco nies, and.open sides of landings. Maximum opening between railings is 9% (Sec. 1716)-. >&----Show how guardrail connection details are adecjuate__~o support 20 pounds per lineal foot at a right angle to the top rail. (Table 23-B H. MASONRY 8 Provide fireplace construction details. (Sec. 3707). Show Veneer support and specify veneer connections. 3002 , 5, 6 and Sec. 2516(a) I~A Sec 4 87. Provide veneer anchor-ties for every two square feet - Vat of veneer and No. 9 horizontal joint reinforcement 0. GARAG E S AND CARPORTS requires one-hour fire p rotection on the garage side of walle and ceilings common*to the dwelling. W_._~ Table 5-B, Sec. 503(b)). All elements supporting floor above garage to have one-hour fire res st,VOL protection on the garagi.side. Sec- 503)- ,~4d.__,Zhow 1 3/8" solid core self- . closing door for opening D __between garage and dwelling. (Sec. 503(d)). G r arages are not permitted to'open into a room used or sleeping purposes. (Sec. lioO. 'idence require penings .between car port and res self- closing doors and stationary windows. (Sec. 1214). 10 Show garage framing section. size of header over garage opening, lateral cross bracing at plate line and method of bracing garage front. (Chapter 23). NOTEo Minimum plywood diaphragm ratio is 3 1/Z to. 1 or 21-4". (Table 24-1). so on the foundation plan that "Prior to the Contrac- ow foundation sills to be pressure treated, or, el-~Note torrequesting a Buildirig Department foundation the eoile engineer shall advise the 90 equal. (Sec. 251'7 (03)' inspection, 90p~ 133. Show foundation bolt size. spacing and penetration. Building Official in writing thate -(Sec.,2907(s)). the building pad use prepared in accordance with Specify size. ICBO number and manufacturer of power the soils reportl driven pins. Show edge and end distances and spacing. the utility trenches have been properly backfilled- (Sec 306(f)). and compacted, andl P35 , Show'size, Imbedment and location of hold down anchors the foundation excavations. forming and reinforce- on foundation plan. (Sec. 2312(f)). , ment comply with the soils report and approved 306 Note on plan that hold down 'anchors must be tied in plan.- 0'5_e Provide spread footings for concentrated loads designed place prior to foundation inspection. (Sec. 2312(f)). 11 Show adequate.footings under all shear walls. (Sec. Ikyr for 1000 PSF soil bearing.or per bearing value as 311(e)). determined by an engineer or architect. (Chapter 29). how stepped footings for slopes steeper than ltlO.1 6. Show height of all foundation -walls. (Chapter 23)- height of retained earth on all foundation walls. .~1~Show (Sec. 2907(c)). (Chapter'23 Show minimum 18" clearance from grade to bottom of floor .Ik~Show distance of foundation to edge of cut or fill joists and minimum 12" clearance to tottom of-girders. slopes and show steepness and heights of cuts and (Sec. 2517). lls. (Chapter 29 ). Show pier size. spacing and depth into undisturbed ,> ~Note on plans that wood shall be 6" above finish il. (Table 29-A) X.1"so grade. (Sec. 2417(c)7 Show minimum under floor access of 18" x 24". (Sec. , Note on plans that surface water will drain away from -~IJ30 H. FOUNDATION REQUIREME . NTS building and show drainage pattern and key elevations. Note on plans that a so ils engi . neer shall-evaluate c. 2905(f). any unanticipated uncompacted fill or expansive soil ,~~D=nsion foundation per Table 29A. or other soil problems disclosed during construction. Submit a soil classification determination by a licensed TABLE,NO. 29-A FOUNDATION FOR STUD BEARING engineer or architect based on observation, tests, WALLS MINIMUM REQUIREMENTS borings. or excavations, and containing comments on the degree of expansive b and b !2 1 ;!y Depth Of value. (Sec. 290~ T oat Foundation U*3 %-T- 4- -X*k~ 06-1 nVPee:S-S 'i ca -on . whe not the soil is expansCive.an note the a owable Below -KA Is Lcr%- Note on the plan t soil classification. whet or Natural Thickness Of Surface Foundation Wall Width Thickness Of Ground bearing value, or have'the foundation conform to Number (Inchefi,_ Of Of And Finish Of t Footing Footing Grade Table 29-A. (Sec. 2905)- Stories Concrete Masonry (Inches) (Inches) (inches) ly" 'the foundation plan does not comply with the soil report recommendations for this project 1 6 6 12 6 12 2 8 8 15 7 18 12r.""'Provide 3 10 10 18 8 24 'listing notes on the foundation plan the soil report recommendations for foundations, slab and building pad preparation. 2517) e_V4~ Show minimum under floor ventilation equal to 1 1/2 sq. ft. for each 25 lineal feet of exterior foundation with openings as close to corners as practicable,to provide cross ventilation on at least two approximately opposite sides. (Sec. 2517). 1. FRAMING how all joists, rafters, beams, and posts 2" to 4" ~S thick to be No. 2 Grade Douglas Fir-Larch or better. All posts andbeams 5" and thicker shall be No. 1 Grade ouglas Fir-Larch or better. (Table 25-A-1). S how wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1 x 4 diagonal., ,,let-in brace or equivalent. (Sec. 2518(9)5)), Note cross bridging or blocking.Floor joists and rafters more than 12" in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. (Sec. 2506(g)). ,A~S'how blocking at ends and at supports of floor joists, Specify nail size and spicing for all shear walls.floor J. MECHANICAL and for rafters at exterior.'"lls. (Sec. 2506(g)). and roof diaphragms. Indicate required blocking. Shd,;t solid blocking at ridge line and at exterior Maintain maximum diaphragm dimension ratios. (Tables All heating, ventilating, and cooling systems and appliances walls on trussed roofs. (Sec. 2506(g)). I. J, K.). comply with the Uniform Mechanical'Code. Show double joists. Floor joists shall-be doubled x 4" or 2" x 6" etude in first story of three' 0 Specify BTU rating of the heating appliance. ,~Show 3" dv Show the location and type of all heating and.cooling under bearing partitions running parallel with'the story building. (Sec. 2518(f))- joists. (See. 2518(d)5). -,~~rovide truss details and truss calculations____-~ appliances or systems. Show rafter purlin braces to be noi less than L~5 degree. 78 Provide a roof framing plan. (Sec- 302(a) ;W.— Every dwelling unit shall be provided with heating to the horizontal. (Sec. 2518(h) I -------- facilities capable of maintaining a room temperature 79. Provide framing sections through Show rafter ties. Rafter ties shall be spaced not more (Sec- 302(a)7). of 700 F. at 3 feet above the floor in all habitable than 4 feet on center where rafters and ceiling joists -11~ Specify all header sizes for opening over 4' wide. room , a. Show basis for compliance. UBC Sec. 1211 are not parallel.( Sec. 2518(h)). Sec. 2518(9)7. 1p~ Show minimum 30" deep unobstructed working space in u ,~~Show 1/2" minimum clearance between top plate of 18 Pro ide calAulati~on~sfZor front of furnace. 204 Show furnace space minimum 12- wider than furnace oi- interior partitions and bottom c l hord of trusses. '.9 Secv 302( ~7-,4 D Z per listing. (Sec. 104UMC). (To ensure loading will be as designed.) In areas subjec 0 in exterior loc ns, Show double top plate with minimum 48" lap splice. wood columns and posts shall be supported by piers Show minimum 3 * clear working space along the sides, Sec. 2518(g)4 projectifig at least 2" aVo,ve the finished grade-and back and top of furnace or clearance per listing. Show nailing will be in compliance with table 25-P. shall bear on a metal bas . e plate or treated wood unless Sec. 704UMC ljo< Provide fire a . tops between stories, between top story the columns or posts are foundation grade redwood or 2*~ Furnace shall not be. installed under any stairway. and roof space', at ceilings and floor.levels in interior cedar. (Sec. 251,7(c)4). Sec. 7o4umc and exterior walls, in mansard roof or eyebrow so no Show location of attic scuttle with minimum size 22" x O~W-_ Furnace shall not be installed in any bedroom, bathxoom, concealed or furred space is greater thar. 10' horizon- 30% (Sec- 3205). closet. or in confined space with access only through tally or vertica'lly'._between stair stringers at , top and el< Show draft separation for attic areas in excess of such room, unless specified a ' s direct vent appliance, bottom and between studs along and In line with stair 3000 sq. ft. (Sec. 3209- enclosed furnace or electric heating appliance. run adjoining stud walls and partitions, at perimet er ~ how draft separation for space between dropped ceilings Sec. 704UMC. of sliding door pockets. between chimney and wood and floor in excess o * f 1000 sq. ft. (Sec. 2517). ..~~Attic furnace installed in a space less than 5' high shall frame using metal or Incombustibles for the fire stop Specify plywood grade and panel identification index. be listed.for . such installation. (Sec. 708UMC). and at other places that could afford passage of flame. (Table 25-J). Show ICBO approval for prefab fireplace and provide Sec. 2517(f) When roof pitch is less than 3sl2. design ridge as a approved Installation instructions. 17 2 Show studs. In one or two story buildinas, studs for *' vertical load 'carrying member. ( !§ec. 2518(h)). 2 Show access to the attic furnace to be large enough to bearing walls shall be not less than 2x4@ 16"o.c. Wood shear walls shall not be used to resist horizontal, pass the largest piece of furnace and in no case less ."0 9;r Interior non-bearing partitions may be 2x3 @ 16" o.c. forces.contributed by -masonry in buildings "over one', than 30 inches by 30 inches.( Sec. 708UMC). Maximum unsupported h;ei 2x3: 14' for story in height. (Sec. 2516(b)). Note that passageway to the attic furnace shall be 0. ~ c.).(S 2 Gypsum lath and plaster. gypsum sheathing board and gypsum unobstructed and have continuous solid flooring not x t 20' for x6 (all 16" .. c.)JS c. 518(r)). 0A wallboard shall .not be used in vertical diaphragms to - less than 24 inches wide. (Sec. 708UMC). 212. Show a permanent electrical outlet and lighting fixture resist forces imposed by masonry or concrete construction. Table,47-1. controlled by a switch for the attic furnace. Sec Certificate o Compliance for glued If cripple wall studs are less than 14% framing shall laminated woodmembers a all be given to the Building be solid blocking. (Sec. 2518(g)6). Inspector prior to ere6tion.( Sec. 3C~6(f))- Cripple wall etude exce . eding 4 feet in height shall be 174 Detail all post to.beam and post .to footing connections. 3 inch by 4 inch or 2 Inches by 6 inches when supporting 'Sec. 2517(c)4 2 stories. (See. 2518(g)6). 9 :2) Show plywood sheathing over exposed savese or other weather exposed areas, is exterior grade. (Sec. 2517(9)3). 708UMC Show details to comply with Section 709 for furnace under the floor, Section 708 for attic furnace, or roof.or outside furnace. ,,,,,,,,Section 710 for Note on plan. gas vents and non-combustible piping passing through thre,e floors or less shall be effectively draft stopped at each floor or ceiling. (U.B.C.Sec. 1706(a)6). Provide adequate barrier to protect water heater from ecial glazing is required in 3500 HDD and &eater K. ELECTRICAL (NATIONAL ELECTRICAL CODE) I~S p vehicle damage. (Sec. 1310)- areas; (Special glazingi Maximum U value 0.65, two 241 Show T and P valve on water heater and show route of o . more pa;ee).' (T20-1402. def.). All wiring shall comply with the National Electrical Code. 2 Note on the plan the amperage of electrical service. discharge line. (Sec. 1007 (e)). 'Re. Extra window area for oouth-facing walls is permitted ~4 Note on plans that a water pressure regulator is required if justified by a passive solar credit analysis. /; h?22 It the electrical Installation is more than 200 amperes, show panel location and provide a single line diagram if serving pressure is over 80 p.s.i. (Sec. 1007). 20-1403- '00P I rovide dryer vent to outside. (U-Mech-Code. Sec *. 1903). n cooled buildings. provide tinted glazing for and load calculations includingi .1~ a. Wiring'*method.employed. Note on the plan that hose bibbs and lawn sprinkler glazing areas in excess of 16% of the floor area. systems shall.,have approved backflow prevention The glazing area on walls oriented within 22 1/2 b.* Sizes of all conductors. switches, circuit breakers. devices. (Sec. 1003). degrees of North need not be Included in the total fuses. and conduits. alculated glazed area. ( T20-1403). Approximate length of service and feeders. M. NOISE INSULATION (DUPLEXES) Provide plot plan showing services, all panel .02 ~-Provide energy analysis to show that the bonnet capacity locations. circuit arrangement and load distribu- ,.~Show'details of duplex common (party) walls'and floor/ of the gas central furnace does not exceed the build.ing tion on panel busses. ceiling assemblies to achieve a Sound Transmission design heat loss by ' more than 30%- (Exceptionst Provide typical panel schedule(s). Class (STC) rating in,walls of 50 decibels and an 48,000 BTU/Hr.. output furnace. S.ee also California 223' Dwell . ings and condominiums require 100 amp service. Impact.Insulation Class (ITC) rating on floor/ceiling . ,x -Seasonal Efficiency Adjustment.) (T24-1404). of 50.decibels.(Title 25)- Note on plan, that all transverse ducts. plenums, and 24 Show location of all electrical receptacles. (N.E.C. Art. 210-25(b)). -2~ Show how penetrations ofessemblies for piping, electrical fitting joints of HVAC system shall be sealed with devices. recessed cabinets. bathtubs. soffits, or pressure sensitive tape or mastic to prevent air loss. '225. Electrical receptacle locations and/or spacing is not T20-1404. adequate ini heating. ventilating, or exhaust ducts shall be sealed. Note on plan that insulation of ducts shall conform to lined, or insulated to maintain required sound trans- At e mission ratings. (Title 25)- UMC Section 1005- (T20-1404). 122~6. t le st one receptacle shall be installed outdoors, in base7 Note on plan that all doors and windows to the exterior ments and attached garages other than laundry outlets.(See 224)... Provide insulation in walls and ceiling to achieve E.C. Art.210-26(a) and STC of 50 between garage and living area if garage use or "to unconditioned areas shall be fully weather 227 Show minimum dwelling lighting (N is not controlled by the resident.(Title 25). striped per ANSI Standard. (T20-1403)- Gk's In garage, baths and outdoors.(N.E.C. Art.210-8(a)).. Note on plan that back draft dampers are required. on 2.28 'Show kitchen electrical receptacles are located in 'N. ENERGY ONSERVATION all fan systems exhausting air from the building. - co pl1anca_w1Ah-r,~-N.Z-Z---A~ ~-2b~))-. T20-1403— svau SW tA .11to-1. All additions to existing residential buildings must Electrical resistance space heating shall not-be used comply with Title 24 energy regulations. Additions unlesst L. PLUMBING (UNIFORM PLUMBING CODE) exceeding 30% of the existing building requires the a.., 60% of heating/cooling is sup . plied by a nondepletable existing and addition to have R-19 ceiling insulation source. All plumbing shall comply with the Uniform Plumbing Code. if the existing ceiling area is accessible for in'sula- Pilots, burners. heating elements and switch . es of . water b. supplements a heat pump system. tion installation.(T20.-1401(c)). ess than 10% of total heating system. heaters shall be 18" above garage floor. (Sec. 1310). 72 Specify the insulation R values for walls. roof. and c. .1 d' life cycli cost analysis justifies. (T20-14o4). Show water heater type.and location on plans. ceiling. .(R-~ll for wallet R-19 for Ceilings, or Show method of providing combusti e bu ote on, plan that all heating and cooling equipment L? provide details and analysis for an alternate design.) ?.W ~-N water heater. (Sec. 1307). ftzA-Mat~ (T20-1403,Ta . ble A and (2)(B)). efficiencies shall conform to Title 20-Chapter 2, Poll, Show water heater I clearance from combusti 273 Specify the gross floor area of heated portions of the Subchapter 4, Article 4 (75% for forced air furnaces). Sec. 1308 dwelling, and the area-of glazed openings -on the plan. ~28 Ndte on plan that, no natural gas, central heating plani may be installed without an Intermittent Ignition ga< Fuel combustion water heater shall not be installed in (T20-1403)- bath or bedroom or in closei opening into bath or Device. (T20-1405). /& 27 Provide an analysis justifying.increasing the single bedroom. (Sec. 1309)- Show 28 Note on plan that the hot water pipe recirculating- systems glazed area beyond 16% of the gross floor area. method to reduce heat loss to that which would occur in attics, garages or unheated -spaces shall be insulated with basic glazing.(T20-1402. def.) to provide maximum lose.of 50-BTU/hr per linear foot. TM- 1406. 4 If you have any questions rogarding this plan check. please call - -- Z1 M - — . at- (724) 560-2468. We would also be pleased to meet with you. at no charge. If additional assistance Is needed. tire c~ i Ha.,%A& I - ADDITIONAL-REMARKS 30 Two 3/4" copper pipes must be installed from water heater location to convenient.location of future solar panels (City Ord. 8093). Provide sleeves in roof for two future 3/4 copper pipes to convenient location of future solar panels (City Ord. 809j). Note that solar water pipine, is to be insulated* in areas that are not heated or cooled. (City Ord. 8093). Tt~K-=--S~tQ-OH 0 rJ . UJ I YJ A:) 6tA.) QA) \J)ZV S U - Z siac - -,DU YV\ Z U-)-ft mayz co rQ I W 'A-1- Co M ?X- A -n-l"i CAZ~- V3 crnt+ 4~5 kaz- 6 (4 V )I VA YL) SLI ,-rem 7 5t~c 01Z e12-ovkv(~!- 2(c ISI-Vchi-4 So -DES I,,- W 2 4- se tili-rial stance-water'bes t Ing -is not permitted unless verified as cost effective by a life cycle cost analysis. 20-1406. ,,MI-.--20utdoor pool@ with. fossil heaters require pool covers as will as other energy saving devi"s-sueh-as -Vt 0. MISCELIANEOUS ftl\) Li Show minimum 2" wide air— apace and flashing between planter and building walls. (See. 2517(c)). 'Show a weep acreed at the foundation plate line on all exterior stud walls to be stuccoed. (Sec. 47o6(e)). Shower stall shall be minimum width 30' with a minimum floor area-of 900 sq. in. (U.P.C. 909(d)), Specify material to be used under the shower tile.(Sec. 1707(a)). Specify lath and pla ster to comply with Chapter 47. UBC. Provide an approved wiierproof building paper under wood siding. (Sec. 1707(a)). Specify an approved flashing for exterior openings and parapet walls.(Sec. 3208). NO'E: The plans were reviewed based on the information shown on the plans. lf' the plans are in error. or changed I during construction. the permittee shall contact the Building Department for review and approval before proceeding with the work. Building plans are substantially correct and complete. By Date i E) Building plans would be substantially ccrrect and complete if minor corrections are made. By~ Date Building plans require major corrections ani compi Tf p an recq eck is-re u7, r let I I ad.,. Date. 14 iz DateiZ Jur*sdictionZ~6640 Prepared by.t Bldg. Dept. VALUATION AND PLAN CHECK FEE Ll PLAN 'CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT CVIILjAj~111 PHONE NO. 1"11-19 BUILDING OCCUPANCY DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE -70 c) lq7\ (Le CL ces Air Conditioning Commercial Residential Fire Sprinklers Total Value Building Permit Fee Plan Check Fee C OWM EWIS 7 1, , k I .., INTERDEPARTMENTAL INFORMATION SHEET F 'ECEIVED BUIl.-PING DEPARTMENT DATE: BUI1~.~ING *ADDRESS: Novi CITY, OF CARLSBAD Liull"llow— ljfoll;4rTmaf%w L NNING DEPARTMENT. E LOT SIZE LOT WIDTH 4ITS ALLOWED UNITS. PROVIDE -1 D PARKING'SPACES REQUIRED PROVIDED_ % COVERAGE ALLOWED PROVIDED u 1, -BUILDING HEIGHT ALLOWED* PROVIDED FRONT SETBACK:- SIDE SETBACK: REAR SETBACK: ALLOWED PROVIDED wl JNTRUSIONS LANDSCAPE &,IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: ,IMF "m j 3 ADDITIONAL COMMENTS: ~AN lip ..OK TO ISSUE.: DATE OK TO FINAL DATE ENGINEERING DEPARTMENT 5 INDUSTRIAL WASTE'- IMPROVEMENTS S EWE R CONNECTION 1p,4 IVEWAY LOCATIONS GRADING PERMIT- EASEMENTS.. DRAINAGE LEGAL DESCRIPTION ADDITIONAL COMMEN S lhl~ A;KdA N OK TO ISSUE DZATE PWI OK TO FINAL el I ~HRE DiPARTMENT isP-RI7NKtINb SYSTEM'' FIRE ALARMS FIRE HYDRANTS ADDITIONAL COMMENTS —FIRE PROTECTION EQUIP. EXITS LOCATION ISSUE: DATE OK TO FINAL DATE APPROPRIATE DISTRICTS MET DATE I Cl~ Mo A,4r~c-g s Py 0' C P P *19"fAD rRhT 7?f Syr P:LO(L7- POP- L4 16 44, 16,o c I N ' ql CN L3 vv -e 102, L3 3, 5 6r, X/L 5 15 --Hips .OvflL 9ft'f- tf -0 ill 5'oplmk vv 4 j L /D. I KO) Lt Fig* 71-11 r'l A"-gf- i I Imp O'l r7AJC'. le)9~4 1q7- 7-DWt7Z-- 'e;PO-sJ ==n C300 02, coo .VM ,4"N AV 4 q fff 2- r4l 2.7, 3 000 _P V at owe a , Ar 77 39 09. Z' # ~Z_ Allj(,- fQjr n' alo?o p 9-ealr _41'r /7' T (k)(4 k.~- toi r. C/i~ (0, S' ON ziA74 Ldret= 1q7 cw~ 6-F 3-i~ /267n/ Aj t C, P &A I~J Z: a 12 11 6~ 0 c A -PC 'Oet jj TOO B~Tto- 40 S) or ITS 07y 14 L 6 qt, 14 P5 Li 6 .0 4401 17- iN- 44 1, A 011 A;O .......... 7. -ce co ~ib -JAIJ6 16—tv L 9cMa T pcArr POP )~'r- go P; b(O' /JG: W~y H jo - 1,9 LA ev PL P4~ q 171 V/ 0"~ q/z < '0 le-16 if *9-- Olb'. 77 r-. C2 44 ZQ. e 2 72 A 'As 69. le6 OZ ILI ~c HA4 e p~q 14, -j )P:r/ - ~5 ~,)A A -',P&Y ~7cf 6 40LW 6d 16 el -MOP e 17 i ~q cl .7 ):27 60#/ L6 ir - %Ozj-j r~oo-?-J+ ot/ og -;Prvll In zz o5 XXI:L A-1 -.Oro -7-7 Al 4.6 _s: Z- 4.47 5, 6* i-Loo lact 000 7 . .14 A eo,' r m,l IL) A) '09T. 4?W . t-I LO 0 ........... Coo A'- V-v r, I I 1 4, t-;-M z C6, 10 rl 1LlevG V No rrA. ?VrL x 56r IL 571 C4,U7-/ r7 C.~l /V u AAA, ,G COL. &L IF 5 7-L/ li 4 ....... . A-L C-460A (.o%- 41 Ar 1-1 -J Ir &LO Zo, AX ol v -A- Aj VO 61 61-4 16.d /6J ago 080 rO Idd All ?,-ATe -SA t-J) A f- r OOIL ~#j 4i; 110 re,4701? 7-0 .5~,4r7q r-r~ ij 'j 7 CHRIS C-HRI.STAKOSENGINEERING- LZESI.GN 6Y, outl) ~Qfan t, Es Qnd Cali(. 92025 1139. -, f I! , C St 9 HEAR SCHE V :300 # /1 Ah, ew.4 '(as-p.e;q-;: UBC:... 2 5 14.. ~,Q -1/2" -dry%4al S, coo '0 c , e g & 100#/l "47,"X Y .1aryw", 11. L 6 f1i "-0* 7":i'd.c'.,..ed4e & a W t -6d' c r na Q w, A7.1 ~U#c 100#/l V~ -4/2" oo or nill' 6:c. edge I witji 5j "6~ "'i - a I 47-1 -,U-RP .125 Ol tj, di~will' with' 6d cooler nails @ e-4","o.c..edge .9 -X.,U 7 125#/1 bl 47 Pc- oi~ked-di~*611-Wth 5d cooler nails @-41 o c. edge field (Table'47-1, UBC) 150#/l 5~8" blocked drywall ? with 6d cooler'.nails 40 o.c. idge' field. .(Tabla 47-1. Uj3C) 0/1 7/8"'Stucco, over papor,bac)~ed lath w/16 gauge st'aples at,6"-o,c at top,& bottom plates,,-edca of shear wall and on I i;ld, (1C13b,R4qii'No. .1823' Feb. 1977) 1973) or (ICBO - Report Noil3l8p Feb. --7/80 stucco over.papeT,backed lath v/16 gauge,staples 31* o.c. 'at, toT 43 & botto'zh- plates, edg~eof shear.wall at 'and-6" o.c.' on'f ld-'(XCBO Rep'"ort No. 1823t Feb.'. 1977)— 325#/1 or.(ICB,O Report No. lilde''Feb. 1973) A--i/en -stiucturalir Plywood~with Gd-nails 0 60, o.c. at edges &42",o.c. field''(Tiable 25K USC)I: 260#/1 %A -3/81 Structural Xl,~Pl:ywood.with.Sd naLla.@'4."-o,.c- )c a~;edqes,.&.12" o;c~ field (Tableit25k Unc)" 380#/1 3/8 Structitiral IrYlywood -with Od nailif 2k" oc. at,edgemik & 12!. Oc. field (Table 2SX .UBC)' ~,570#/l 'Vaw structural It Plywo'od-'wAth''-.8d malls' e 20-~ .~O' ce :,at edgen,&.12", a.c. field (Tablo'25K UBW 640#/-1 structiixal, Plywood'with d.nails A~-ed as & 12 C. *-Structural, Plywood with' d nails o.c. 120-'o.c. field' C,!e~ A)VO Ao 7-770 OY (1,~. 7-1,,v.ov-j alp/ PO47'-S OA TI /V Cr- Ell Ir 3z 4 p A74 r-007',M-1 Zip 71~JO 72 e- fc~~ paj r Cop 4r. P dan e With'the structural ier footing reinforcement should be in accor c W..design, but in no case less than th~t.required by the.U.B.C.' P.C.C. SLABS -ON -GRADE rj Al.thouqh'- the, soil exhi bi tied: only slightly expansive characteristics, _...we recommend reinforciing'the slab with 6 " x.6" x 10 gA. . x 10 ga.. welded wire mesh a't.mid-slab, as a minimum reinforcement.. Additionally we -4 ..~'s,uggest. -the use *of-a 4" washed.sand cushion' beneath the slab.' A - moisture barrier of 6~~i visqueen "should also be placed beneath the oor.,,.just above the-~ fl -d ffd RETAINING.WALL DESIGN The ading,and'residente utilize retaining walls.* Standard. propcised',gr' cantilever wall design (Regional.Sta'ndard Drawi-ngs C-3, C-4) may.be used for patio and perimeter wallt.- Restrained walls used interior to the be designed to -withstand an active effective. fluid .~tructure,shoul.d .'pressure of 60#/cf. Maximum allowable-bearing pressures.of-3500#/sf may be Used for'design and may be -increased by 1/3 for seismic loading. A friction'c'oefficient of 0.34 may be'used between the soil and -footing. A passive effective fluid pressure of.350#/cf may be used to p'revent sliding. GRADING Because of the proximity,of the bedrock to the.-surface, the'excavated material will be verycoarse.--The existing cut slop's.ap'pear to have e been shaped with *a bulldozer to a depth-of more than 12'. so blasting probably will'not -be required. Cut slopes and pad areas in cut should be cover'e-d:wlth'topsoil for landscaping. All-grading shall conform to -the approved Grading Plan,'the Grading Ordi'n of the City.of.Carlsbad ance and the a'tt ~ed ..Standard Specifications for Placement of.Compa'ted' C Filled Gro C. R.C.E. 21719 cc: Roger -Duguid, Ar chitect ..Mac Wi I s'o*n.Construction