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Home My WebLink About2558 DAVIS AVE; ; 82-398; PermitDECLARATIONS LEfDER WORKER'S COMPENSATION OWNER/BUILDER si f 11II 1 pcrB"p_s-°™oS«5||||^_ OJ r— " S"-< °" " jSS|i||I|t = »o5-aggg = !14! p!i* = |i 1 s^isaS 5i:iH5|lJ sis! mi iilii! !!!!i IS 1 MiSl-Hsi S=l* 333 „ i <° SB ~illI fill (a 3 ro = _ "^ 3 3s05-S|=g^ s^IisiSos Sfgiffiff STRUCTION. WHETHER SPECIFIED HEREIN OR NOT 1 ALSO AGREE TO SAVE INDEMNIFY ANDKEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS ANDEXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THEGRANTING OF THIS PERMITAPPLICANTS SIGNATURE * OWNER D CONTRACTOR dBY PHONE DTJTJ L m r yj O O ~"Cfl m m xc O ID >/E CAREFULLY EXAMINED THE COMPLETED APPLICATION AND PERMIT AND DO HEREBYiFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THEARATIONS ARE TRUE AND CORRECT AND 1 FURTHER CERTIFY AND AGREE IF A PERMIT ISED TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CONExpiration Every permit issued by the BuilcCode shall expire by limitation and becomeauthorized by such permit is not commencecpermit or if the building or work authonabandoned at any time after the work is coning Official under thenull and void If thei within 180 days fromzed by such permitnmenced for a period)rovisionsofthisjuddmg or workthe date of suchs suspended orof 180 davs* AN OSHA PERMIT5 0" DEEP AND DESTRUCTURES OVES REQUIRED FOR EXCAVATIONS OVEMOUTON OR CONSTRUCTION OFR 3 STORIES IN HEIGHTa — H m m 33 i- !TEMP OCCUPANCY (30 DAYS)-H O I — o 33 O r— Tlmmw TJ -< ODr~ | ( <& ^ / y yi K} ^a.\ O m 0o C/)TEMP POLE 200 AMPS"s v f REMODEL/ALTER PER CIRCUITi o IEmO Tl C/3CkJ 0o § COno ro Oen to -D -o X m X CO -H ro 0 m T) C^ — \ 03 33 1 -a cn 13 O CD <0 00 CO roCJ § CO ROCK STORAGEm o it OOo COro ro OCJl CO -a X CO X *STORAGE TANKSoQJ 1 OOO 10ro 0CJl CO NEW CONST EA AMP/SWT/BKR / J QLV? D ELECTRICAL PERMIT ISSUEt^1\t : §COLLECTORSSCHOOL FEE DISTRICTSOLARwCOcm BRIDGE FEEPUBLIC FAti —— i ES FEE 32 00 00 8923| TOTAl PLUMBING | t]^ ^(J1 "• i \TOTAL MECHANICAL".FIRE SPRINKLERS 01 00 00 8227N,STRONG MOTION 8092330519L* L, i^ o X oo-n u-> B \ \ •A S3O) \\ •» \WATER SOFTNERRELOCATIDN OF EA FURNACE/HEATERMOBILEHOME PARK INSPEACH VACUUM BREAKERMECH EXHAUST - HOOD/DUCTS5 CDCD 1 —m OSm 0 sg OOroroCJl *EACHINSTAI. ALTER REPAIR WATER PIPE [m Z -n Z CO r~m a -H MEGHANo i — 0 s 0o fSK ( Nj 1 EACH GASSYSTEM5 OR MOREMETAL FIREPLACEmi —m — l33 1 — 0 S oo OOroroCO •V| b fc^EACH GAS SYSTEM 1 TO 4 OUTLETSf BOILER/COMPRESSOR 3 15 HP— to i — i — SCD 0 o0g OOrororo £fr EACH WATER HEATER AND/OR VENTI ••EACH BUILDINGSEWERBOILER/COMPRESSOR UP TO 3 HPo mo 0 s 1 ^ft o m 3J CD0 CDCDO CO —\a SIGN PERM— t 0 00008221 '\ } •$EACH FIXTURE TRAP*J f> X^ ZV I—(— c:I a e- Cf c. c e^ 0^o0 cc c -f= \ CDC r—O 3 o 0 oo 00 ^ t ^\ D PLUMBING PERMIT ISSUEJ ^ O MECHANICAL PERMIT ISSUEt SUMMARY/ACCOUNT NUM• CDI m !*CENSUS TRACT0T) r ZO Ctftm ^^ TJ C**^^^V) nm XmC/l — ~- CZ Ht/1 0 O NG PERMIT ISYD N DwcmO REDEVELOPMENTAREA»|vD N[g^ cr 0 D < In % z w D 5 I j D ^ Zn Tlr TJ mrm o-z. men 71 m 1 DESCRIPTION OF WORKDESIGNER S ADDRESS1 DESIGNER S PHONE| ! 1 rOH BLOCKSUBDIVISIONASSESSOR PARCEL NODESIGNERLICENSE itSTANDARD PLAN «r- m 1 OWNER S MAILING ADDRESSCONTRACTOR S ADDRESSLICENSE NO•or Z D ODr CVI noom 1 OWNER S NAMEOWNERS PHONECONTRACTORCONTRACTORS PHONE ***1 O OD O ^•—•fc \yv DATE OF APPLICATIONBUSINESS LICENSE #ll ^ ^*V 3)CARLSBAD BUILD1200 Elm Carlsbad, CahfornUNG DEPARTMENT AP13920081989(714)4385525 MrPLICATION & PEF.Z M"* y ^^ m CD 0 —1 m O B" 3Omv> 0 TJ"0r H O :ILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONSWhite — Inspector Green — (1) Finance (2) Data Process, Yellow — Assessor Pink — Applicant Gold — Temporary File L CERT OF OCCUPANCY ISSUEDCO-omn r n 0 5 H oz/> 1 BUILDINGj 0 CO MECHANICALELECTRICALPLUMBINGc_ D 5 £m " •n i M? r; Qrtn i 3C«crrC 1 - %r-r- 53 H 5 i ^"b ^) r- il 1 0 1 Tl 1 ^ i r- 1 X > ts: 51 53 3 O ,Q^0s rn VENTILATING SYSTEMSHEAT — AIR COND — SOLARCO (/) CO ^ O q TJr~m ; " \-n i ^0 ' z iCD i * , ' , Sn•)r>z ^> •t-GFI- SMOKE DETECTOjG BONDINGi •• i -ELECTRIC SERVICE% - " } ~" .1 -ROUGH ELECTRICft - .t ELECTRIC UNDERGROUND> _ -• •n 131 3) Im3) mr-mr z c r- o in Hm 21 PILES-CAISSONSH CO zc; co Im•33 -o Z f PLUMBING TOP OUTSPECIAL MASONRYocvvcn /AINU DL/UUPLUMBING UNDERGROUNDHIGH STRENGTHBOLTS| 1] > 1 1 > • ilgo zo FIELD WELDING -INTERIOR LATH & DRYWALIPOST TENSIONEDCONCRETEEXTERIOR LATH INSULATIONPRESTRESSED| CONCRETEFRAMESTRUCTURAL CONOVER 2000 PSIn mHm CO tX rm c> C 1 *o rrr r 2 C </ a T ^. >< n KHIUH IUFOUNDATION INSPGUNITE OR GROUTi SOILS COMPLIANCm '' ' i > f MASONRYINSPECTIOZ o mm OO m -inD — •^ Z "D ^ §"b^ ~^ ?§ o m i - * ;REINFORCED STEEL- 33m0 -55m D C/) T3mO | — Z T3m0H 0 Zw z COT>mO 033 C/3 Z 0 mw -n- D Za- H 2 ec rC \C 1 FIELD INSPECTI0 33m O33 D INSPECTION TYPE*» DI 111 niKino m zCO•DZ o 1 DEVELOPMENTAL SERVICES BUILDING DEPARTMENT €itp of Cartebab February 17, 1984 Mr Andy Spagnola 776 King St San Gabriel, Calif 91776 PLAN CHECK 82-398 1200 ELM AVENUE CARLSBAD, CA 92008-1989 (619) 438-5525 Attached are copies of your recent letter and my letter to you dated December 7, 1983. If you will re-read that letter, you will see that no further extension of your plan check period is possible under the law. ^1 am sorry I am unable to help you extend this period. MARTIN ORENYAK DIRECTOR OF BUILDING AN -§*h— to PJ-ANNINC |/U^ / OF CARLSBAD "- Department , DEVELOPMENTAL SERVICES BUILDING DEPARTMENT 1200 ELM AVENUE CARLSBAD. CALIFORNIA 92008-1989 (619) 438-5525 May 9, 1983 fir. Andy Spagnola 776 King Street San Gabriel California (91776) Dear Mr. Spagnola: Re: Pc#82-398/ 2558 Davis Avenue In answer to your request of Hay 7th, 1983 , an extension of 180 days has been granted to November 8, 1983 . Section 304.(c) of the 1979 Uniform Building Code prohibits any further extention of time. Director Building and Planning MO/gl DEVELOPMENTAL SERVICES D Assistant City Manager (714) 438-5596 TV Building Department (714) 438-5525 D Engineering Department (714) 438-5541 D Housing & Redevelopment Department (714)438-5611 O Planning Department (714) 438-5591 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 Cttp of Cartebab Date: To: 12-7-83 Mr. Andy Spagnola 776 King St. San Gabriel, CA. 91776 PC#:33-398 Dated:11-12-82 Subject: Plan Check Expiration Dear Sir: The plan check for your project at: 2558 Davis Ave. has become null and void due to limitation of time on:November 8. 1983 The provisions of Section 304 (c) of the Unifomi Building Code states: Sec. 304 (c) Expiration of Plan Check. Applications for which no permit is issued within 180 days following the date of application shall expire by limitation and plans submitted for checking may thereafter be returned to the applicant or destroyed by the Building Official. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. In Border to renew action on an application a ft.pr^expi ration, the applicant shall "res ubmvE planT and pay a newplan check fee. " We will hold your plans for 10 days at our office for you to pick up, after which time they will be destroyed. «*• If you have any questions please contact the Carlsbad Building Department at438-5525. "Very truly yours, Martin Orenyak Building Official M0:hh DEVELOPMENTAL SERVICES D Assistant City Manager (714) 438-5596 fef Building Dsparfnent (714)4385525 Date: 5-4-83 T°: Andy Spagnola 776 King St. San Gabriel , CA. 911776 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92003 of Carte&ab PC# 82-398 Dated ^SFD 2558 Davis Ave. '""Plan check expires 5-12-83 Subject. PI, ui Check Expiration Dear Sir: Our records indicate that you have not obtained your building permit for which you filed an application on the date shown above. The provisions of Section 304 (c) of the Uniform Building Code state' Sec. 304 (.:) I^EilP-AP1!-?^ Plf!£LC]}?ck' Applications for which no permit is issued witl-'irf 180 clays following the date of application shall expire by lim- itation and plans submitted for checking may thereafter be returned to the applicant or destroyed by the Building Official. The Building Official may extend th; time for action by the applicant for a period not exceeding 180 days upon written i equest by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. In order to rone'-' action on an application after expiration, the applicant shall resubmit plans and pay a new plan check fee. For your convenience, please check the appropriate box below indicating your inten- tions and return this letter to the address above. Project abandoned. I will pick up plans in 10 days. _________ ___ Signature _________ Project abandoned, plans may be destroyed. Sinature Date Date ISO-dav time extension requested for. the following reason: > - //I ^r Date If you have aay questions,please contact the Carlsbad Building Department at 4.58-55?5. Very tr-ul> yivirs, Tlirtin OrenviK, Building 0'.r ioi &JLJ!! ./ , 120Q ELM, CARLSBAD, CA 92008 • TEL (714)438-5525 RECEIPT - ,. * - ^W **j ^\ **v y^1^ / J*^-*>$- \ / / /"* K^^ J y^owner /?/i/i? v VTM <?/f/ 'o /xf JK?. ^^'/V/T?/^ sfT^ <5M/ &^sfc/tL **3l7~%yi33&M? Contractor Address City ' Zip Tel State Lie City S Classif Lie No COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION ASSESSORS PARCEL NO /^ \J ""tT^J G7^ ~~ C? f* DESCRIPTION OF WORK S^^Tfr (te^\ J PLAN ID NO ,/ . & ,-Z "" 3 *^<T/x DESIGNER ADDRESS'" '^~^\ l PHONC 7 ^ 4/- £//¥<? ^ ^ i ^"^^" 1 _, — "* 1 CONTACT PERSON /%-/Vn / l\ Sl^ stflAtC^ &~A/t \ ' J "' . J ^\ Signature of Apphcant^X'"" '»x '' -/W>^-^ nats' / /X//7 /& L ' '^l^~3*~ / /' MISCELLANEOUS FEE RECEIPT ["1 " PLAN CHECK FEE <?/-£>&•' 0&~ /&-Ptff£ D VALUATION 0>lC?J~<'rt/ni pH DEMOLITION PI HOUSE MOVING n PARKS AND RECREATION FFF G PIIRI in FAHII ITIFS FEE 1 SCHOOL FEE D'STRICT ! 1 Carlshart 1 1 Fnnmitas 1 1 San Diegn 1 1 San Marrns n n n G n n G \ G - 1>L1 — 1 ±j ^^/liflrt r/O^^jV q?'^ /\J' TOTAL FEE O < O'- S?{ V /, « ") / Q 6 ^» csCf ; *<--- — - Lfc "WARNING PLAN CHECK FEES WHERE NO ACTION IS TAKEN BY THE W APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, FEE ARE I FORFEITED TO THE CITY COMMENTS J White — Applicant Yellow — File Pink — (1) Finance (2) Data Process Gold — Assessor ESGIL CORPORATION OSSJOCIIKSAI'KAKK I>R., KTJITK 12I£ SAX DIKCiO, CA OiJ12S* (TM) RdO-MOtt Subject ENERGY CONSERVATION REGULATIONS PolkvNuntbtf TB-T24-1 E'vKIIWDaw Revised4-1-81 •*«• 2 " 11 4 QUESTION Can the total window and skylight are* exceed 16% of the gross floor area without providing alternative design calculations ANSWER Yes If desired, a builder max use the below tables to adjust for excess glazing without performing alternative design calculations NOTE Applicable to areas having heating degree days (HDD) of 3500 or less (Dept ) A. V Air- Proposed Glazing space (% of Floor Area) double Required Double glazing Glazing in Total t B H" Air* Proposed Glazing space (I of Floor Area) double Required Double glazing Glazing in Total * 17 14 17 12 18 27 18 24 19 38 19 34 20 49 20 13 21 58 21 SI 22 67 22 58 23 74 23 SS 24 81 24 n 25 88 25 78 26 94 26 12 27 99 27 17 28 100 28 U 29 )6 30 10( EXAMPLE 1600 sq. ft House in Encinitas (HDD-1952). Builder wishes to have 22% glazing (352 sq ft ) and offset excess heat loss using V airspace douh1- glazing From Table A 22\ glazing requires 67% of the total glazing to be double paned Therefore 0 67 x 352 sqfT • 236 sq ft. to be doubled out of 352 sq. ft. total.av .-4 I I APPLICANT COPY CITY I I PLAN CHECKER COPY Citp of Cartebab o JURISDICTION DATE PROJECT ADDRESS TO PLAN CORRECTION SHEET SINGLE FAMILY AND DUPLEX DWELLINGS Plan Check No Date plans received by jurisdiction Date plans received by plan checker Date initial plan check completed J/7~J by FOREWORD PLEASE READ ' '' f / 0 Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The items circled below need clarification, modification or change All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulatio Per Sec 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law PLANS Please make all corrections on the origina tracings and submit two new sets of prints and any original plan sets that may have been returned to you by the jurisdiction, to To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans Indicate on plans the name of the .iega4- owfle-r—and—name_a£—person responsible for the preparation of the plans Sec y?02(b)- Submit fully dimensioned plot plan drawn to scale showing location size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all corners Sec. 302(b)7. 5r Indicate distance from center-line of street ' or alley to property line and distance from curb to property line Sec. 302(b)7 ^^ Plans, specifications and calculations shall ' be signed by a California State licensed engineer or architect. (California Business and Professions Code) B FIRE1 PROTECTION Walls closer than 3 feet to property lines shall be one-hour fire-rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor (Table S-A Sec 1709(a),-~ Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line Sec. 1710 and Sec. S04(b) 1Projections, including eaves,shall be one- 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 ''Show location of perrmnently wired smoke dotoctor Sec 1210 Sb° J5^O^J \T I3o — ROOM SIZES, LIGHT, VENTILATIONS AND GLAZIn ^s./ r\^^f^^> One room must contain a minimum of 150 square J \ feet of superficial floor area Sec 1207(b) / <=* V/T / 3$/ S^e "> ^/s ^3 X Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area Sec 1207(b) yi Window area must be at least 1/10 of the • floor area and a minimum of 10 square feet , J / per Sec 1207(a) Appears to be deficient mil f^/ ° £ £ •^^3^\ ^ F\5$>3$V in 28 Openable window area must be 1/20 of the ' floor area and a minimum of 5 square feet In bathrooms, laundry rooms and similar rooms Minimum is 1 5 sq ft (Sec 120S(a) Vi One-half of all required window area must ' bo openable in 7 Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required windows are not provided Sec 1205(a) No habitable room, other than a kitchen, hall be less than 7'0" in any dimension 'Sec 1207(c) Show that ceiling height for habitable rooms is a minimum of 7'6" Sec 1207(a) Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Sec 1202 Provide 30" clear widtnfor water closet compartments and 24" clearance in front of water closet. Sec 1711(b'l No cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sec 1208 'Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent^ to walking surfaces. Sec 5406 Glazing ip_s hoyer and tub enclosures \- /Tn's Ui djngjw i n§pwj> shall be tempered, Ujoot— P iaminateaor approved plastic *— v*-\&2. Sec. 1711 Sleeping rooms shall have a window or exterior door for emergency exit Sill height shall not exceed 44" above the floor The window must have an openable area of at least 5 7 square feet with the minimum openable width 20" and the minimum openable height 24* Sec. 1204 Eaves and cornices may not project into a required yard more than 2 inches for each foot of yard width if required windows pen into the yard Sec 1206 (d) A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below, and the mezzanine floor must have a clear height of 7 feet, above and below, and must have 65% of the long side open to the oom below The loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story 0. EXITS, STAIRWAYS, AND RAILINGS ly Floors above the second story shall have / not less than 2 exits Sec 3302(a) / Required exit doorways shall be not less than 36" in width and not less than 6'-8" in height, and shall be capable of opening at least 90 degrees Sec 3303(e) Provide 36" high protective railing for porches, balconies, and open sides of landings Maximum opening between railings shall be less than 9" Sec 1716 Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail Table 23-B Provide stairway and landing details Sec 3305(b) & (c) a Maximum rise 8" and minimum run is 9" b Minimum head room is 6'-6" c Minimum width is 30" Handrails shall satisfy the following Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, Sec T25-22(b) Handrail shall be 30" to 34" above the nosing of treads. Sec. 3305(J) Handrail projecting from a wall shall have a space not less than 1 1/2" between the wall and the handrail. The hand grip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension Sec. 330S(j) (see attached) Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Sec. 3305(g) A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of the stairway. Sec 3305(g) A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level, ec 3303(1)2 Provide details of winding stairway a Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway Maximum rise is 9 inches Minimum width is 30 inches (see attached) Sec. 3305(d) Provide spiral stairway details: a Minimum run is 7 1/2 inches at a point from where the tread is the narrowest b Maximum rise is 9 1/2 inches. c Minimum headroom is 6 feet 6 inches Sec 3305(f) (see attached) Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft Sec 3305(f) Spiral stairways must have a clear walking space of 26 inches between the column and handrail Sec 33051f) Provide I C B 0 Reasearch Report and Number for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans Sec 306(a) 4B and Sec 306(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 stair- way An exit balcony with 2 separated tairways is exempt Sec 3305 Exterior stairways shall not project into the 3 foot setback from the property lines Sec 3305(n) The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour re-resistive construction. Sec 3305(m) Minimum construction specifications shall be made a part of the approved plans. (See attached) XIff- E. ROOFING /n Specify roof pitch. T^\ Roof pitch is not adequate for roof ' specified. Specify minimum pitch of pecify roof material and applicatio: Specify I C.B 0 approval number for r materials not covered in UBC Specify roof slope for drainage or desig to support accumulated water Sec 3207(a Show roof drains and overflows. Sec 3207 Provide skylight details to show compliance with Sections 3401 and 5207 or provide ICBO approval number. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO number Show attic ventilation Minimum vent area is 1/150 of attic area or 1/300 of attice area if at least 50% of the required vent is at least 3 feet above ceiling joists. Sec. 3205(c) MASONRY _^ Provide fireplace construction details or note construction to be per attached fireplace standard drawing Sec J707 o\£ ?{20\jt r~'~ X H. 3707 r»iCs- 88 89 veneer support and connections comply regarding ties and *9 wire in horizontal joints or note construction to be per'attachedsheets 30-1 or 30-2 Show height and construction derails of all masonry walls Chapter 24 Note that cleanout openings shall be providedat the bottom of all ceL-l's to be grout filled over 4 ' in a single pour Cleanout shall be sealed before grouting, after inspection. Sec 2415 91. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is/greater Sec. 2310 92. Provide material specifications for mortar, y grout, masonry and reinforcing steel Sec. 24 93 Show/now masonry house walls retaining eathare/to be waterproofed Provide detail 94 Note that special inspection of the masopry 'Will be required for_ GARAGE AND CARPORTS^ .Garage requires one-hour fire protection on the garage side of walls and ceilings common to the dwelling Table 5-B Sea 503(b) 10* All elements supporting floor above garage X to have one-hour fire-resistive protection on the garage side Sec 503 Beams) and posts, not within the wall or ceiling con- struction, must comply with UBC, Tabae 43-A, or be minimum 6" dimension beam and itinimum 8" by 8" post Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Sec. S03(d) Garages are not permitted to open into a room used for sleeping purposes. Sec. 1104 Openings between carport and residence require self-closing doors and stationary windows Sec 1214 Show garage framing sejC,tion._si.ze_jDf header^ over garage opening,oa^tera^_j:rosjf^_^^'"'" at plate line and metfiooTof"Bracing garage ., front Chapter 23 . ..„ fVt ^ OTE" Minimum plywood diaphragm ratiois^ Cc*~ 3 1/2 to Ijor 2'8" Table 24-1 _,>\ fUSi Doors between dwellings and attached may swing in either direction provided he difference in floor elevation betweer he dwelling and garage does not exceed 1/2 inches and provided the door is not) as the primary means of egress from he building. If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used asthe primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, and the door must not swing over the depressed level (see 3303(i)2 and 3305 (g) Provide 18" raised platforms for any FAU, water heater, or any other device which may generate a flame or spark. Note that continuous fire wall protection shall be installed behind raised platform(s) prior to framing platform. *"* (•'ucy FOUNDATION REQUIREMENTS .on plans that"A soils engineer shall evaluate any unanticipated uncompacted fill or expensive soil or other soil problems disclosed during construction" Sec 306(a)12 Submitf soils classification determination by a licensed engineer or architect based on observation, tests, borings, or excavations, and/containing comments on the degree of exriansiveness, compressibility and bearing flue Sec 2905 Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value Sec 2905 The foundation plan does not comply with the soil report recommendation for this pro j ect Provide notes on the foundation plan listing the soils report recommendations for foundations.slab and building pad preparation. Note on the foundation plan that "Prior to the Contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that 1. the building pad was prepared in accor- dance with the soils report 2 the utility trenches have been properly backfilled and compacted, and 3 the foundation excavations, forming and reinforcement comply with the soils report and approved plan " Provide spread footings for concentrated loads designed for 1,000 PSF soil bearing or per bearing value as determined by an engineer or architect Chapter 29 S 126 127 X 128/ Show height of all foundation walls Chapter 23 Show height of retained earth on all foundation walls Chapter 23 Show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills Chapter 29 Note on plans that wood shall be 6" above finish grade. Sec 2417(c) 7 Note on plans that surface water will drain away from building and show drainage pattern and key elevations Sec 29051f) Dimension foundation per Table 29A. TABLE NO 29-A^FbUNOATIONS FOR STUD BEARING WALLS—MINIMUM REQUIREMENTS NUMBER OF STORIES 1 o 3 THICKNESS OFFOUNDATION WALL(Inches) CONCRETE 6 8 10 UNIT MASONRY 6 8 10 WIDTHOFFOOTING(Inehtt) 12 15 18 THICKNESSOFFOOTING(Inches) 6 7 8 DEPTH OFFOUNDATIONBELOWNATURALSURFACEOF GROUNDAND FINISH GRADE (Incite!) 12 18 24 lj>4 165. 168. . V67. 16« LS9 ^7 7 7 i. NOTES Where unusual condition* or frost conditions are found, footings and foundations shill be as required in Section 2907 (a) The ground under the floor may be eicavated to the detition of thetop of the footing Show foundation sills to be pressure treated, or equal. Sec 2S17(c) 3 Show foundation bolt size and spacing. Sec. 2907(e) Specify size, ICBO number and manufacturer of power driven pins Show edge and end distance and spacing Sec 306(f) Show size, imbedment and location of hold down anchors on foundation plan Sec 2312(f) Note on plan that hold down anchors must be tied in place prior to foundation inspection Sec. 2312(f) Show adequate footings under all shear walls. Sec 2311(e) Show stepped footings for slopes steeper than 1-10 Sec. 2907(c) Show minimum 18* clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Sec. 2517 Show pier size, spacing and depth into undisturbed soil Table 29-A Show minimum under floor access of 18"x 24" Sec 2517 Show minimum under floor ventilation equal to 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 approximate- ly opposite sides Sec 2517 FRAMING / I i*?. 1/79 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) Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Sec 2506(g) Show solid blocking at ridge line and at exterior walls on trussed roofs. Sec. 2506(g) Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Sec. 2S18(d) 5 Show rafter ties Rafter ties shall be spaced not more than 4 feet on center where rafters and ceiling joists are not parallel. Sec 2518(h) show rafter purlin braces to be not less than 45 degrees to the horizontal Sec 2518<h) Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed ) Show double top plate with minimum 48" lap splice. Sec 2518(g)4 Show nailing will be in compliance with Table 25-P. Provide fire stops between stories, between top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame Sec 2517(f) Show stud size and spacing Maximum allow- able stud heights 2"x4"@ 16" is 14', 3"x4"S2"x6"? 16"o c is 20' Sec 25l8(g)2 Note an A I T C Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erection Sec 306(f) Detail all post to beam and post to footing connections Sec 25l7(c) 4 Specify nail size and spacing for all shear walls, floor and roof diaphragms Indicate required blocking Maintain maximum diaphragm dimension ratios (Tables I,J,K) Show 3"x4" or 2"x6" studs in first story of three story building Sec 2518(f) Provide truss details and truss calculations Provide roof framing plan Sec 302 (a 17 Provide framing sections through _ ISO 7 Show all joists, rafters, beams, and posts 2" to 4" thick to be No 2 Grade Douglas Fir-Larch or better All posts and beams 5" and thicker shall be No 1 Grade Douglas Fir-Larch or better (Table 25-A-l) Show 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 1x4 diagonal let-in brace or equivalent Sec 2518(g)5 182 Section 302(a) 7 190 Specify all header sizes for opening over ' 4' wide Sec 2S18(g) 7 Provide calculations for Section 302(a) 7 In areas subject to water splash and in exterior locations, wood columns and posts shall be supported by piers projecting at least 2" above the finished grade and shall bear on a metal base plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar Sec 2517(c)4 184 185. 1/9 1/5 11 1/8 Show location of attic access with minimun size 22" x 30". Sec 3205 Show draft separation for attic areas in excess of 3,000 sq ft Sec 3205 Show draft separation for space between dropped ceilings and floor above in excess of l",000 sq ft Sec 2517 Specify plywood grade and panel indenti- fication index Table 25-J When roof pitch is less than 3 12, design ridge as a beam Sec 2518 (h) Wood shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in height Sec 2516(b) Gypsum lath and plaster, gypsum sheathing board and gypsum wall board shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete construction Table 47-1 If cripple wall studs are less than 14", framing shall be solid blocking Sec 2518(g)6 Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories Sec 2518(g)6 Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Sec. 2517(g) 3 Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Sec 4706(e) Provide an approved waterproof building paper under wood siding Sec 1701(a) Specify an approved flashing for exterior openings and parapet walls. Sec 3208 Show corridor width to be minimum 36" Sec 3304(b) Specify truss layout for 30" x 30" attic access. Ridges, hips, and valleys shall be at least one size larger than supported rafters Sec. 2518(h) 3 Provide metal straps across ridge beam and rafters 2jB^ K. 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 furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide Sec 708 UMC Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Sec 708 UMC Show details to comply with Section <709 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 ELECTRICAL (National Electrical Code) All wiring shall comply with the National ElectricalCflde Note on the plan the amperage of electrical service. If the electrical installation is more than 200 amperes, show panel location and provide a single line diagram and load calculations including a Wiring method employed b. Sizes of all conductors, switches, circuit breakers, fuses, and conduits c Approximate length of service feeders d Provide plot plan showing services,all panel locations, circuit arrangement and load distribution on panel busses, e. Provide typical panel schedule(s) Dwellings reqjire minimum 100 amp service 224 Show location of all electrical receptacles 225 Electrical receptacle locations and/or _ spacing is not adequate in y3fr • o•€• Show minimum dwelli J.MECHANICAL All heating, ventilating, and cooling systems and appliances sha/Tl comply with the Uniform /•.Mechanical Code _'^,O«. luoTTJ "«oor -TO c?i.ce?ecV Show the Wze,) location and type of alU heating anff^Cooling appliances or systems Show source of combustion air for furnace will comply with Chaper 6, U M C Every dwelling unit shall be provided with heating facilities capable of maintain- ing a room temperature of 70° F at 3 feet above the floor in all habitable rooms Show basis for compliance UBC Sec. 1211 IOon?Rg>'^i>C(7'_^-<J > t-»- (? M u' PC - -^_ Show minimum 30" deep unobstructed working space in front of furnace Note on plans,clearances to be per manufac- turers listing Sec 704 UMC Furnace shall not be installed under any tairway Sec 704 UMC Furnace shall not be installed in any bedroom, bathroom, closet, or in confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance xSec 704 UMC 187 Show ICBO approval for prefab fireplace ' and provide approved installation instructionsat ]ob site At least one receptacle shall be installed in basements and attached£garag_es eT'than laundry outlets Art 210??5TB) ( NECting baths_ NEC Art ground to be provided (NEC) L_ PLUMBING (Uniform Plumbing Code) All plumbing shall comply with the Uniform Plumbing Code. 2-3lf^ Show water heater size, type and ' location on plans 217^ Show method of providing combustion air •^ to fuel burning water heater Sec 1307 2>8 Fuel combustion water heater shall not be installed in bath or bedroom or in a closetopening into bath or bedroom Sec 1309 Provide adequate barrier to protect water heater from vehicle damage Sec 1310 Show T and P valve on water heater and show route of discharge line to exterior Sec 1007(e) _______ Provide dryer vent to outside Sec. 1903 —-—__——^—-——Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices Sec 1003 Shower stall shall accomodate a 30"circle and have a minimum floor area of 900 sq in UPC 909(d) NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and an Impact Insulation Class (IIC) rating on floor/ ceiling of 50 decibles Title 25 Show how penetration of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25 Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident Title 25. H^ / ENERGY CONSERVATION 2/1 All additions to existing residential buildings must comply with Title 24 energy regulations Additions exceeding' 30% of the existing building requires the existing and addition to have R-19 ceiling insulation if the existing ceiling area is accessible for insulation installation (T20-140KO . Specify the insulation R values for walls, roof and ceiling (R-ll for walls R-19 for ceilings, or provide details and analysi for alternate design. T20-1403 Table A & 2B Specify the gross floor area or heated portions of the dwelling, and the area of glazed openings on the plan. (T20-1430 Q. 3/<U. Outdoor pools with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks, etc. T20-1406 MISCELLANEOUS Show a minimum 2" air space and flashing between planter and building walls. Sec 2517(e) Specify material to be used under the shower tile Sec. 1707(a) Specify lath and plaster to comply with Chapter 47, UBC. Two 3/4" copper pipes must be installed from water heater location to convenient location of future solar panels (City Ord ) Provide sleeves (roof jacks) in roof for two future 3/4* copper pipes to convenient location of future solar panels (City Ord ) Note that solar water piping is to be insulated in areas that are not heated or cooled (City Ord ) See attachment for roofing requirements _'Provide an analysis justifying increasing the single glazed area beyond 16% of the <-. gross floor area. Show method to reduce (g heat loss to that which would occur with 2^6. yf 28fl "/ basic glazing. (T20-1402,def.) 0(1. Provide energy analysis to snow ~trtat the bonnet capacity of the gas central furnace does not exceed the building design heat loss by more than 30%. (Exceptions 48,000 BTU Hr output furnace See also California Efficiency Adjustment ) T24-1404 Note on plan that all tranverse ducts, plenums, and fitting joints of HVAC system shall be sealed with pressure sensitive tape or mastic to prevent air loss T20-1404 Note on plan that insulation of ducts shall conform to UMC Section 1005 (T20-1404) Note on plan that all doors and windows to the exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. (T20-1403). Note on plan that back draft dampers are required on all fan systems exhausting air from the building T20-1403 Electrical resistance space heating shall not be asea unless a 60% of heating/cooling is supplied by a nondepletable source b supplements a heat pump system c. less than 10% of total heating system d. life cycle cost analysis justifies T20-1404 Note on plan that all heating and cooling equipment efficiencies shall conform to Title 20-Chapter 2, Subchapter 4, Article 4 (75% for forced air furnaces) Note on plan that no natural gas, central heating plant may be installed without an Intermittent Ignition Device T20-1405 Electric resistance water heating is not permitted unless verfied as cost effective by a life cycle cost analysis T20-1406 <r NOTE-I V The plans were reviewed based on the information shown on the plans. If the plans are in error, or changed during construction, the permittee shall contact the Building Department for review and prior approval before proceeding with the work D D Building plans are substantially correct and complete By Date Building plans would be substantially correct and complete if minor corrections are made at counter. By Date Building plans require major corrections and complete plan recheck, by plan check engineer Date If you have any questions regarding this plan check, please call -DT^ at 114--0*0-1*4 I We would also be pleased to meet with you, at no charge, if additional assistance is needed 5 SL nOo mOL H-*•O •a o10000 *vv i>£>0 >t >»CO +>es I" >-^o o0 C O 3O Ot. oo go. •o ot- !-o c: c01•o 3cr •u m o >,o •!-> (H-( *."C L.CO <1> ^&d 01 •H t£C C ILIaoo C3z5 eOu. a UJ O) Date Jurisdiction VALUATION AND PLAN CHECK FEE Q Bldg. Dept, D Esgil CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT<^^ BUILDING OCCUPANCY TYPE OF CONSTRUCTION DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION /~-/ts;/vi£/ / &r&ue**S2*^ Res. Baths (over 3) Res. Fireplaces (°^2er: Air Conditioning Commercial Residential Res. or Conun. Fire Sprinklers Total Value BUILDING AREA J ~~3_#)s££} /%& ^ F 44^^ a^ VALUATION MULTIPLIER ^2£^rzF~o ^f^~Z) @ 2,200 @ 1,760 @ 2.80 @ 2.40 @ 1.50 VALUE 4?oo/ -fc (^^**T^S fe? •**"" ' ^? c^ / (^•' •7^?-2^f ' -" - •• : •/-••• • Building Permit Fee Plan Check Fee $ »__3_37 /O/*? Mandated Handicapped Acp^ssRegulations X 1.065 ^ / COI1 ME N TS- 8/4/82 INTERDEPARTMENTAL INFORMATION SHEET MILD1NG_UEPARIM10: * U&CI EIV E D BUILDING ADDRESS A.P.N:C.T: 4£ 'A~A~A A x,;: A A A A A A «.A A A *. -A A ?> A A ;: A A A A A A A A A ;. A A_*.A A A~A a, A A ?.- A"irft"TOrjnn6^?EF: fe :'MfejST55fe>^«AJ-£ * ^Building Department aM_N)JiGJlEPAETl!.EMI ZONE: ' / SCHOOL FEES- SAN DIEGUITO SAN MARCOS liNC IN ITAS CARLSBAD UNITS REQ'D PROVIDED % COVERAGE ALLOWED PROVtDED PARKING SPACES REQ'D BUILDING HEIGHT REQ'D FRONT SETBACK ALLOWED. PROVIDED n^ PROVIDED.^ PROVIDED: SIDE, SETBACK \f REAR SETBACK INTRUSIONS:\J ' \ U 'VJ RE-DEVELOPMENT APPROVAL REQ'D LANDSCAPE § IRRIGATION PLAN COMMENTS ENVIRONMENTAL PROTECTION REQ ADDITIONAL COMMENTS OK TO ISSUE:DATE OK TO FINAL DATE A -j: A ?: A A ?. •': A A A.A A ?'. -A A ;•: x :•- .\ ^: -.-. A :: :'C .•: K ft :>; :•: ft A A J: A V. A Ajs •••' •'- -»_A ,'t .-: A x A A A :!. A « x A :'. ft « r: A ^. ?. A A /;_«./ R . 0 . W IMPROVEMENTS PUBLIC FACILITIES FEE SEWER CONNECT ION . \) DRIVEWAY LOGAT ION(S). GRADING PERMIT EASEMENTS DRAINAGE LEGAL DESCRIPTION ADDIT10NAL C OMME NT S 1 *CHECK IF E OK TO ISSUE. DATL: J-TTS3. INSPECTION REQ'D. ON FINAL. "ATE . \2/\£> 'VL PW1 . OK TO FINAL- ^^ * IP THIS ITEM IS NOT CHECKED, BUILDING DIPARI'MLNF WILL MAKE FINAL INSPECTION.