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2062 CIMA CT; ; CB891462; Permit
BUILDING PERMIT11/28/89 13 22 Page 1 of 1 Job Address 2062 CIMA CT str Permit Type RESIDENTAL ADDITION/ALTERATION Parcel No 216-491-01-00 Valuation 64,118 Construction Type NEW Occupancy Group Class Code Description 930 SF 2S ADD + 90 SF DECK Permit No CB891462 Project No A8902533 Development No 01 C-PRHT 541 00 Status ISSUED Applied 09/28/89 Apr/Issue 11/27/89 Validated By DC OWNER ** * GARFINKEL, M 2062 CIMA CT CARLSBAD, CA 92009 Fees Required *** Lie 619 230-6026 *** ' Fees Collected & Credits *** Fees Adjustments Total Fees Fee description 846 00 00 846 00 Total Credits Total^Payments s Balance Due Units/ Fee/Unit Building Permit Plan Check Strong Motion Fee / * BUILDING TOTAL Enter Y for Plumbing Issue Fee Each Plumbing Fixture or Trap Each Building Sewer * PLUMBING TOTAL Enter Y for Electric Issue Fee Other * ELECTRICAL TOTAL ($10 Minimum) 7 00 2 50 1 00X 6 50 10 00 " 00 305 00 541 00 Ext fee Data 482 00 313 00 4 00 799 00 7 50 Y 17 50 6 50 32 00 5 00 Y 10 00 REMODEL 15 00 INSP. CLEARANCE JfPROVAL DATE CITY OF CARLSBAD 2075 Las Palmas Dr Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building 2075 Las Palmas Dr Carl 1 PERMIT TYPE A GCOMMERCIAL DNEW B G INDUSTRIAL GNEW c ^RESIDENTIAL GAPARTMENT GDUPLEX DDEMOUTION G MECHANICAL OfOOL i rh-|H Tft O^nOO mm nn Tin ^^r^^^Lr^*P^k ^T VAL (£*' f ^4 fj *•* TM*^\H/$Mf VALID BY fc><=~ ^&hfX& D»TE ^eT^f G TENANT IMPROVEMENT ^IQf^jjjr \ _J GTENANT IMPROVEMENT GCONDO -^^T^GLE FAMILY DWELLING (gTADDITION/ALTERATION 020? 09/°8/89 0001 01 02 ^RELOCATION GM°BILE HOME QELECTRICAL GpLUMBlNG C~PRMT 30? 00 flSPA DETAINING WALL FlSOLAR ri°IHE*_ 2 PROJECT INFORMATION PLAN CHECK No K Y-~ /*/&2— FOR OFFICE USE ONLY ^^ ss ^2->^9/Vl/^ f°* t 1A>I A fA* B Id g Su t N Ne st C Streets L-SX/AV'T'S LEGAL DESCRIPTION L t N Subd sio N m /N mbe U t No Ph Ni- CHECK BELOW IF SUBMITTED )02 E gy Calcs J32 St t al C Ics G2 S 1 Report Q 1 Add d E lope ASSESSOR S PARCEL *^/ 1 DESCRIPTION OF WORK BLDG SQ FTG *| OQ 3 CONTACT PERSONNAME Peuiui1^ T 499 *7 -^.^"""* f^^f^A.CITY ^Br &*£&^} *—*\s*v SIGNATURE ^>J^^1 4 APPLICANT _r NAME -Qff^f^fj <*?rfVR 5 PROPERTY OWNER^ NAME /W ^ p^~ C^TT 1 6 CONTRACTOR NAME CITY SIGNATURE DESIGNER NAME CITY /^-» *Jf¥/'~^'/ EXISTING USE PROPOSED USE Y , A-PP/TTojJ f^ Sl if* # OF STORIES l—~ ' Jf ~l \J& ADDRESS ] CONTRACTOR G AGENT FOR CONTRACTOR n°UNER RAGENT FOR OWNER , ADDRESS J Uj/i^fo STATE ZIP CODE DAY TELEPHONE /^SwNER^^ GLESSEE GTENflNT ") STATE ZIP COD f" bfTfjtZ* ft firf~) OAY TELEPHONE J ~^G ' &^^ b'sO " (f>O 2 ADDRESS STATE ZIP CODE DAY TELEPHONE STATE LIC # LICENSE CLASS CITY BUSINESS LIC # TITLE DATE ADDRESS STATE ZIP CODE DAY TELEPHONE STATE LIC # 7 WORKERS COMPENSATION Wo k s Compe ation D 1 no I h by aff m that I h rt f t f c se t t If s ed by th Dir cto f Ind str al R 1 t ons or a ce tif cate f Worke s Compe sat o I s ance by dmitted re o ct copy d pi c te th f e t f d by the D tor of the s re the f filed th the B Id g In pe t Dep tme t (S ct o 3800 L b C) INSURANCE COMPANY POLICY NO EXPIRATION DATE C tificate f E empt so t become bject t SIGNATURE I ce t fy th t l the pfmceofth kfrhhth pemt sedl hall t mpl y a y pe i y m th w ke s Compe sat L f Cal f DATE 8 OWNER-BUILDER DECLARATION 0 B Id D la t I h by ff m th t I m ptfmthctt L s L f th f II g G I s f th p p ty y ploy th ges sth sle pest Udth kdthtt ttndd ffdfsl (Sec 7044 B dPf sCdThctt LsLd t pply t f p p ty ho b Id o mp the nd h d s s h k h If th gh h s empl y s p d d that s h mp o m ts t t nd d ff d f I If h th bu Idl g mp o erne t s Id ith y f compl t th bu Ide U h th bu d f p g th t h d d n t b Id mp fo th pu pose of s I ) G I o ner f the p pe ty m e I ly co t t g th I d co t t s t t t th p oj t (Se 7044 B s a d P f sio s Cod The Cot trsL L ds t apply t fppetyhbuld mp th ndtctf hpjttht cto ( ) 1 sed pu ttthct t sLcsL) G I am ex mpt unde S ct o s s and P f ss o s Cod f th s e (Sec 7031 5 Bus s and P of ss o s C d A y c ty o C ty h ch eq es pe m t t st t Ite mpro e demol h or ep any st ctu e p to its s a ce Iso q th ppl t f ch pe m t to f I g d t t me t th t he I e dp t t th p s f th Co tracto s L ce L (Ch pt r 9 comm g th Se t o 7000 of D 3 of th B s nd P f ss C d ) o th t h s mpt th f om and th bas s f the U g d e empt Ay It f S t o 7031 5 by y ppl t f a pe t s bj cts th ppl t t I pe Ity f ot more th fi e h nd d doll [1500]) SIGNATURE DATE COMPLETE THIS SECTION FOR NON RESIDENTIAL BUILDING PERMITS ONLY I th appl a t or fut b i Id g p t eq ed t s bm t bu ss pi t ly h d s mat Is gistrat o f m or isk m nageme t and p entio p g m nd S t 25505 25533 25534 fthPlyT H d Sbt A t A t OYES DNO I th appl t ft bldg pteq dtbt pet from th poll t c t I d st t q I ty g me t d st ct QYES GNO I th f c I ty to be onst ucted ithm 1 000 f t of th o te bo nda y f hit QYES QNO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT i CONSTRUCTION LENDING AGENCY 1 h eby ff m th t th e s t tinlndgg yf the pe f ma ce of th o k f hich th pe m t s s d (Sec 3097( ) Ci I Code) LENDER S NAME 10 APPLICANT S SIGNATURE I e t fy th t I h ~ d th ppl f d st t th t th b f m~f t i g t ply fh II C ty d" tbldg t t Ih by th p ttesfthctyfclbdt t p th b t dpptyf AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT d St t I I t g p t p p I ALSO Ep to E yp tssdbythBldg Off c al nd th pro s ofthsCdshll pebyl tt db m U d dfthbldg o ork ath zdbyshpmt t mme d th 180 d y f om th d t f s ch pe t f the bldg k th d by h pe m t s s sp d d bnd dt yt ft th oks comm d for a pe od of 180 days (S t 303(d) U f B Id g C d ) ] OWNER Q CONTRACTOR BY PHONE APPROVED BY DATE WHITE File YELLOW Applicant PINK Finance PERMIT* CB891462 DESCRIPTION 930 SF 2S ADD + CITY OF CARLSBAD INSPECTION REQUEST FOR 05/10/90 90 SF DECK TYPE RAD JOB ADDRESS APPLICANT CONTRACTOR OWNER 2062 TUTTLE, CIMA CT DENNIS GARFINKEL, M PHONE PHONE PHONE INSPECTOR AREA TP PLANCK# CB891462 OCC GRP CONSTR TYPE NEW STR FL STE 619 465-4321 619 REMARKS Tl/RS/DICK/ SPECIAL INSTRUCT TOTAL TIME INSPECTOR CD LVL DESCRIPTION ACT COMMENTS 19 29 39 49 ST PL EL ME — Final Final Final Final Structural £-0 Plumbing Electrical Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION 030990 Exterior Lath/Drywall 030690 Interior Lath/Drywall 030190 Insulation 022890 Rough Combo 022690 Rough Combo 022090 Frame/Steel/Bolting/Welding 021590 Shear Panels/HD's 020790 Roof/Reroof 011990 Frame/Steel/Bolting/Welding 011690 Underground/Conduit-Wiring 011690 Underground/Under Floor 121589 Ftg/Foundation/Piers ACT AP AP AP AP AP AP CO AP AP CO CO CO INSP TP TP TP TP TP TP TP TP TP TP TP PD COMMENTS NEW TRUSS CALCS/2-26-90 SEE NOTE DATED 2-20-90 OK TO SHEET FLOOR (PART) I „ PERMIT* CB891462 DESCRIPTION 930 SF 2S ADD + 90 TYPE RAD JOB ADDRESS APPLICANT CONTRACTOR OWNER 2062 TUTTLE, CIMA CT DENNIS GARFINKEL, M CITY OF CARLSBAD INSPECTION REQUEST FOR 03/11/91 SF DECK PHONE PHONE PHONE REMARKS MH/MARK/753-9030 BETWEEN 8-12 SPECIAL INSTRUCT INSPECTOR AREA TP PLANCK# CBS91462 OCC GRP CONSTR TYPE NEW STR FL STE 619 465-4321 619 INSPECTOR TOTAL TIME CD LVL DESCRIPTION 19 29 39 49 ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION 051090 Final Combo 050890 Final Combo 030990 Exterior Lath/Drywall 030690 Interior Lath/Drywall 030190 Insulation 022890 Rough Combo 022690 Rough Combo 022090 Frame/Steel/Bolting/Welding 021590 Shear Panels/HD's 020790 Roof/Reroof 011990 Frame/Steel/Bolting/Welding 011690 Underground/Conduit-Wiring 011690 Underground/Under Floor 121589 Ftg/Foundation/Piers ACT CO CO AP AP AP AP AP AP CO AP AP CO CO CO INSP TP TP TP TP TP TP TP TP TP TP TP TP TP PD COMMENTS NEW TRUSS CALCS/2-26-90 SEE NOTE DATED 2-20-90 OK TO SHEET FLOOR (PART) 2*4 CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department SCHOOL DISTRICT Carlsbad Unified 6350 Yarrow Drive Ste A Carlsbad CA 92009 (438-5710)/ Encinitas Union Elementary 189 Union Street Encinitas CA 92024 (944-4306) Project Applicant Project Address RESIDENTIAL SQ FT of living area _ SQ FT of covered area COMMERCIAL/ INDUSTRIAL SQ FT AREAr\ Prepared By San Marcos Unified 270 West San Marcos Blvd San Marcos CA 92069 (744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas CA 92024 (753-6491) APN / C) Number of dwelling units SQ FT of garage area Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1 1986 (other school fees paid) Other Residential Fee Levied $ Comm/Indust Fee Levied $ /? J /? ;/) based on based on sq ft @ sq ft @ Schools-strict Official/ / //~ Title AB 2926 and SB 201 fees are capped at $1 53 per square foot for residential AB 2926 is capped at $ 25 per square foot for commercial/industrial Date * ,* "-sj \ -j ESGIL CORPORATION 932O CHESAPEAKE DR , SUITE 208 SAN DIEGO CA 92123 (619)560-1468 DATE JURISDICTION <T7 &f U/hLSS/hC? _ QPLAN CHECKER QFILE COPY PLAN CHECK NO - /4&> 2- _ SET JJL _ (jUPS QDESIGNER PROJECT ADDRESS ^&> ^ C~{ fS)A -~ PROJECT NAME £*fi£f t/J££L £' C S- ; I>C /J C £ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck D The check list transmitted herewith is for your information The plans are being held at Esgil Corp until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The applicant's copy of the check list has been sent to I" j Esgil staff did not advise the applicant contact person that plan check has been completed H^ Esgil staff did advise applicant that the plan check_has \ "^ been completed Person contacted T^&iJAJ/^ TUTTU^ (£*-U*Jr&£- C&££. \ Date contacted Telephone f REMARKS By iyg^p L£-gr7H Enclosures ESGIL CORPORATION , 11(10 DGA DAA Dvw QDM u>c*>" $ ESGIL CORPORATION 9320 CHESAPEAKE DR SUITE 208 SAN DIEGO CA92123 (619) 56O-1468 DATE JURISDICTION _ PLAN CHECK NO PROJECT ADDRESS PROJECT NAME CITY OF CARLSBAD SET ]APPLICANT _ CHECKER" QFILE COPY QUPS nDESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the [jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck M The check list transmitted herewith is for your information The plans are being held at Esgil Corp until corrected plans are submitted for recheck D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person f§| The applicant's copy of the check list has been sent to D CM- | 1 — Esgil staff did not advise the applicant contact person that plan check has been completed Esgil staff did advise applicant that the plan check has been completed Person contacted _ Date contacted REMARKS Telephone ESGIL CORPORATION Enclosures BKR — Qw — Q DM PLAN CHECK HO cmr o? CARLSBAD TO ENCLOSURES PROJECT ADDRESS 2-) f\ FLOOR AREA STORIES HEIGHI 2, rr REMARKS PLAN COkktXTLIOH SHEET CUT OF CARLSBAD SINGLE VAMTT.Y AHD DUPLEX DWELLINGS FOREWORD PLEASE READ 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 by the Planning Department, Engineering Department or other departments Present California law mandates that residential construction comply with Title 24 and the following model codes 1985 UBC (eff 7/31/87) 1985 UPC (eff 3/30/87) 1987 NEC (eff 10/28/87) 1985 UMC (eff 8/28/87) The above regulations construction, regardless adopted by ordinance apply to residential of the code editions The circled items listed need clarification, modification or change All items have to be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed i e . plan sheet, specification, etc Be sure to enclose the marked up list when you submit the revised plans Date plans received by jurisdiction Date plans received by Esgil Corporation Date initial plan check completed _By Applicant contact person NOTE PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED List No 63, Carlsbad Single Family Dwelling and Duplex With All Supplements (1985 UBC) 0 PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468 Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to The jurisdiction's building department Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans Section 302(a)7 All sheets of plans must be signed by the person responsible for their preparation (California Business and Professions Code) Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction Specify expiration date of license (California Business and Professions Code) Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony Section 302(c) Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC Submit fully dimens.oned 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 Show finish floor elevations and show elevations of adjacent finish grade Show drainage patterns with minimum slopes Section 302(c) m Indicate distance from property lines to proposed building Section 302(c) D © 0 0 f Show on the title sheet all structures, pools, vails, etc included under this application Any portion of the project shown on plan that is not included permit application filed identified as 'not included the site with the building should be clearly Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420 Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination FIKE Exterior vails closer than 3 feet to property lines shall be one-hour rated construction and have no openings Such vails shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor (Table 5-A, Section 1709 (a)) Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line Section 1710 Eaves over required windows shall be not less than 30 inches from the side and rear property lines Section 504 Plastic skylights shall not be installed vithin 8' of an exterior vail located vhere openin&s in such exterior vail are prohibited or required to be protected Seotion 5207 (a) 7 Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line Section 1710 Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level Section 1210 A smoke detector shall be installed in the basement of dwelling units having a stairway vhich opens from the basement into the dwelling Such detector shall be connected to a sounding device or other detector to provide an alarm vhich will be audible in the sleeping area Section 1210 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above 5/10/89 20 22 2'3 •& P STCTS. LIGgT. VEHTILMIOM AMD GLAZIMG Habitable rooms, other than kitchens shall contain at least 70 square feet of floor area At least one room shall have not less than 120 square feet of floor area Section 1207 (b) Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a) Appears to be deficient in Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1 5 sq ft (Section 1205 (a)) At least 1/2 of the common wall must be open and have an opening not less than 25 sq ft nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room Section 1205 (a) Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or coort Section 1205 (a) Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, vater closet compartments, laundry rooms and similar rooms if required Openable windows are not provided Section 1205 (a) No habitable room, other than a kitchen, shall be less than 7'0" in any dimension Section 1207 (c) Show that ceiling height for habitable rooms is a minimum of 7 '6" Section 1207 (a) Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0" Section 1207 (a) Dimension on the plans the 30" clear width for water closet compartments and 2V clearance in front of water closet Section 511 (a) Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces Section 5406 Glazing, in the same wall plane as a door, roust be safety glazing if vithin 12 of the door and less than 60' above the talking surface unless the glazing is leaded or faceted glass Section 5406 (d) 6 /~\ ' 32 ] Glazing in shower and tub enclosures shall be tempered laminated or approved plastic 5 feet_of tub or r ( including \.indt»-.s shower flooj-) Section 5406 (d) 5 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 v>idth 20" and the minimum openable height 24" Section 1204 A mezzanine is an intermediate floor and may not ha\e a floor area exceeding 33 1/3 percent of the total floor area in the room below The mezzanine floor must have a clear height of 7 feet above and below, and must have the long side open to the room below except for posts and protective vails or railings not exceeding 42" in height Section 1716 The loft you show does not comply as a mezzanine floor and is by Uniform Building Code definition, a story Section 1716 EXITS. STAIRWAYS. AND RAILINGS Floors above the second story shall have not less than 2 exits Occupied roofs may have one exit if such occupied areas are less than 500 souare feet and located no higher than immediately above the second story Section 3303 (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 Section 3304 (e) Provide 36" high protective railing for porches, balconies, and open sides of stair landings Openings between railing shall be less than 6" Section 1711 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 5/10/89 Provide stairway and landing details 3306 (b) & (c) Section d / / Maximum rise is 7 ' and minimum run is 11 When the stairs serves less than 10 occupants, or serves an unoccupied roof rise may be 8 ' maximum and run 9' minimum Minimum headroom is 6'6" Minimum width is 36' All handrails per Section 3306 (j), shall satisfy the following Provide handrail for stairways with 4 or more risers Handrail shall be 30' to 34' above the nosing of treads The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width Such dimension need not exceed 36 inches Section 3306 (g), 3304 (i) 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 Section 3304 (h) Provide details of winding stairway complying with Section 3306 (d) Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest 1 Maximum rise is 8 inches c/ Minimum width is 36 inches Provide spiral stairway details, per Section 3306 (f) Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest Maximum rise is 9 1/2 inches Maximum clear opening between risers is 6 inches headroom is 6 feet 6 inches T The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail Spiral stairways may not be used for required exits when the area served is greater than 400 sq ft Section 3306 (f) Provide I C B 0 Research 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 plans shall be submitted to and approved by the building official prior to installation In buildings over 2 stories in height, provide 3/4 hour fire rated assemblies for all openings in the exterior vail below or within 10 feet horizontally of an exterior stairway An exit balcony with 2 separated stairways is exempt Section 3306 (1) Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three fourths hour fire protection rating when the stair serves a floor level having openings in two or more floors below it An exit balcony with two separated stairvays is exempt Section 3306 (1) Exterior stairways shall not project into the 3 foot setback from the property lines Section 3306 (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 fire-resistive construction Section 3306 (n.) Within units, show that minimum width of 36 inches ROOFING corridors have a Section 3305 (b) Specify roof slope Roof slope is not adequate for roof type specified Table 32 B, Section 3203 (h) 0 Specify roof Chapter 32 material and application Specify IC B 0 roof materials or U L tile, etc not covered in U B C Section 107 approval number for g , 5/10/89 62 63 The maximum slope for a fire retardant built up roof, with rock or gravel surfacing, is 3 inches in 12 inches Section 3203 (e) 2 The minimum slope for a fire retardant built up roof, with cap sheet surfacing is 1/2 inch in 12 inches Section 3203 (e) 3 Specify minuDum 1/4 inch per foot roof slope for drainage or design to support accumulated water Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6 Show roof drains and overflows Section 3207 Provide skylight details to show compliance with Sections 3401 and 5207 or provide I C B 0 approval number Plastic skylights must be separated from each other by at least 4 feet Section 5207 (a) 6 Show attic ventilation Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50?* of the required vent is at least 3 feet above ea\e vents or cornice vents Show required area and area provided Section 3205 (c) MASOKR? Provide fireplace construction details or note construction to be per attached fireplace standard drawing Chapter 37 Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a) Show ties and #9 wire in horizontal joints Show height and construction details of all masonry walls Chapter 24 Note that cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 24-G Cleanouts shall be sealed before grouting, after inspection Show floor and roof connections to masonry walls Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater Cross grain tension or bending in wood ledge-s is not permitted Section 2310 & 2312 (j)3A Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls Section 1707 (d) '/ 7,4 '/ Show a minimum 2 ' air space and flashing between planter and building vails Section 2516 (c) 7 GARAGE AKD CARPORTS Garage requires one hour fire protection on the garage side of vails and ceiling common to the dwelling Table 5 B Section 503 (d) All elements supporting floor above garage, including walls supporting floor joists, must have one hour fire resistive protection on the garage side Section 503 (b) Show 1 3/8 ' solid core self closing door for openings between garage and dwelling Section 503 (d) Garages are not permitted to open into a room used for sleeping purposes Section 1104 An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above Section 503 (a) Exception 3 Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required Chapter 23 NOTE Maximum shear panel ratio is 3 1/2 to 1 for height-to-width Table 25-1 Doors may open into the garage onlj if the floor or landing in the garage is not more than one inch lover than the door threshold Section 3304 (h) Provide an 18" raised platform for any FAU, vater heater, or other device in the garage which may generate a flame or spark UMC Section 508, UPC Section 1310 (a) FOUNDATION REQUIREMENTS 79 J Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value Section 2905 (c) The foundation plan does not comply with the soils report recommendations for this project Please review the report and modify design, notes and details as required to show compliance 5/10/89 si s/ Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (vhen required by the soil report) The soils report recommendations excavations be reviewed by soils engineer 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 The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, formings and reinforcements comply with the soils report and approved plan " Show height of all foundation walls Chapter 23 Show height of retained earth on all foundation walls Chapter 23 If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills Chapter 29 87 88 89 Note on plans that above finish grade wood shall be 6" Section 2907 (a) minimum Note on plans that surface water will drain away from building and show drainage pattern and key elevations Section 2905 (f) For buildings adjacent to slopes steeper than 31, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 1 percent Dimension foundation per U B C Table 29A Floors Supported" 1 2 3 Footing Stemwall Width Depth Thickness 6" 81 10' 12" 15' 18' Foundations may support a roof in floors Where only a roof is foundation for one floor 6' 7" 8' addition to the supported, use 93 95 97 98 J, 100 Show foundation sills to be pressure treated, or equal Section 2516 (c) 3 Show foundation bolt size and spacing Section 2907 (f) Specify size, I C B 0 number and manufacturer of pover driven pins Show edge and end distances and spacing Section 302 (c) If required, show size, imbedment and location of hold down anchors on foundation plan Section 2312 (f), 302 (c) If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection Section 305 (e) 1 Show adequate footings under all bearing walls and shear vails Section 2907 (b) Show on the plans stepped footings for slopes steeper than 1 10 Section 2907 (c) Show minimum 18" clearance from grade to bottom of floor joists and minimum 12' clearance to bottom of girders Section 2516 (c) 2 Show pier size, undisturbed soil spacing and Table 29-A depth into Show minimum Section 2516 101* underfloor access (c) of 18" X 24" 101 Show minimum underfloor \entilation equal to 1 ' sq ft for each 150 sq ft of underfloor area Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides Section 2516 (c) 6 102 Specify that posts embedded in concrete shall be pressure treated per UBC Std No 25-12 Section 2516 (c) 1 10,Show wall bracing Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent Section 2517 (g) 3 In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design Section 2517(g)3 5/10/89 l(/5 Note cross bridging or blocking Floor joists / and rafters 12 or more in depth shall be 1 supported laterally by bridging at intervals not exceeding 8 feet unless both edges are held inline Sec 2506 (h), 2517 (d) 6 106 Show blocking at ends and at supports of floor / joists, rafters and trusses at exterior walls Section 2517 (d) 3 2517 (h) 6 107 Show double joists Floor joists shall be f doubled under bearing partitions running parallel with the joists Section 2517 (d) 5 10& Bearing partitions, perpendicular to joists, / shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist Section 2517 (d) 5 / Show rafter ties Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel Section 2517 (h) 4 1|0 Show rafter purlin braces to be not less than 7 45 degrees to the horizontal 1 Section 2517 (h) 5 ll'l Show double top plate vith minimum 48" lap ] splice Section 2517 (g) 2 112 Show nailing will be in compliance with Table / 25-Q 113 Show or note fire stops at 7 locations per Section 2516 (f) the following J In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall, at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings, In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished, and in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels vith noncombustible materials 11/4 Show stud size and spacing stud heights Bearing vail max 10 , Non bearing 2 x max 20' Table 25 R 3 Maximum allov-able 2 x4 and 2x6 4 max 14 , 2x6 11/6 Studs supporting two floors a roof and ceiling must be 3 x 4 or 2 x 6 at 16 o c Table 25 R 3 Note on A I T C Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation Section 306 (f) 11 Detail all post-to-beam connections and reference plan Section 2516 (m) and post-to footing the detail to the 118 [119 Detail shear transfer connections, including roof and floor diaphragms, to shear walls Section 2513 Specify nail size and spacing for all shear walls, floor and roof diaphragms Indicate required blocking Maintain maximum diaphragm dimension ratios [Tables 25 I, J, K and Section 4713 (d)] 120 Show 3" x 4" or 2" x 6" of three story building studs in first story Table 25 R 3 Provide truss details and truss calculations for this project Specify truss identification numbers on the plans Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses (To ensure loading will be as designed) Provide roof framing plan and floor framing plan Section 302 (c) Provide framing sections through 123 l'24 Section 302 (c) 125 Specify all header sizes for opening over 4' ' wide Section 2517 (g) 5 12/6 Provide calculations for main vertical and /' horizontal framing members and post footings Section 302 (b) 5/10/89 \lh Provide calculations for lateral loads, shear / panels shear transfer and related Section ' 302 (b) 1/8 Show on the plans all structural requirements { developed in the structural calculations Section 302 (c) (See comments below or at end ) 129 Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used Section 2516 (c) 4 130 Individual concrete or masonry piers shall 7 project at least 8 inches above exposed ground unless the columns or posts vhich they support are of approved wood of natural resistance to decay or treated wood is used Section 2516 (c) 4 i 131 Show location of attic access with minimum size ' 22" x 30" Section 3205 132 Show draft separation for attic areas between units in a duplex Section 2516 (f) ,/i33J Specify plywood thickness, grade and ^panel \ s identification index Table 25rfl " 134 When roof pitch is less than 3 12, design ridge / as a beam Section 2517 (h) 136 If foundation cripple wall studs are less than / 14" high, framing shall be solid blocking 1 Section 2517 (g) 4 13'6 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 Section 2517 (g) 4 137 Show plywood sheathing over exposed eaves, or 7 other weather exposed areas, is "bonded with exterior glue " Plywood used for exterior wall covering shall be the exterior type Section 2516 (i), 2516(g)3 1S8 Detail truss layout for 30" x 30" attic access, / if required for equipment in the attic 139 Ridges, hips, and valleys shall be at least one ' size larger than supported rafters Section 2517 (h) 3 1WO In open beam construction, provide strap ties / across the beams at the ridge support Section / 2501 (b) MECHANICAL (UHIFORM HECHAKICAL CODE) All heating ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code 144 / Show the size, location and type of heating and cooling appliances or systems all Show source of combustion air to furnace, per Chapter 6, UMC Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F at 3 feet above the floor in all habitable rooms Show basis for compliance UBC, Sec 1211 Show minimum 30' deep unobstructed working space in front of furnace Section 505, UMC Note on plans, 'clearances to be per manufacturer's listing " Section 504, UMC Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance Section 704 UMC Show I C B 0 fireplace "7* approval number for prefab Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches Section 708 & 709 UMC 1 Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide Section 708 UMC Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace Section 708 UMC Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace Note on plan Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling UBC, Section 1706 (a) 6 153 Provide dryer vent to 1903 outside UMC, Section 5/10/89 ELECTRICAL (HAHOKAL ELECTRICAL CODE) All wiring shall comply vith the National Electrical Code Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub panels If service is over 200 amps, submit single line diagram panel schedule and load calculations 155) Show location of all electrical receptacles<~-^ 156 Electrical receptacle locations and/or spacing 1 is not adequate in Show at least one convenience outlet other than outlets for laundry, etc , outdoors, in garages and basements NEC, Art 210-52 Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors and in (other than for laundry shall be GFI protected garages and basements and similar equipment) NEC, Art 210-8 ISO Note electrical system ground to be provided per NEC, Art 250-81 PUMBING (UNIFORM FLDMBIMG CODE) Show water heater size, type and location on plans UPC, Section 1301 Show source for providing combustion air to fuel burning water heater If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches UPC, Section 1307 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom UPC, Section 1309 Provide adequate barrier to protect water heater from vehicle damage UPC, Section 1310 Show T and P valve on water heater route of discharge line to exterior UPC, Section 1007 (e) and show IBS Note on the plan that hose bibbs and lawn sprinkler system shall have approved backflow prevention devices UPC, Section 1003(h) & (i) Show shower stall can accommodate a 30" circle and has a minimum floor area of 1 02^ sq in UPC 909 (d) HOISK INSULATIOH (DUPLEXES) Show details of duplex common (party) v>alls and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in vails of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels Title 25 Show how penetrations 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 SIC of 50 between garage and living area if garage use is not controlled by resident Title 25 ENERGY CONSERVATION 170 Permit applications received after June 30, 1988 are regulated by the new Residential Energy Standards Provide plans, calculations and worksheets to show compliance The new regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design 172 Section 1403(a)1, Title 2k, states that Form / CF-1R shall be signed by the person I responsible for its preparation The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor, or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents Document signers are subject to the limitations in Division 3 of the Business and Professions Code Please provide the signature 173 All energy items shown on the plans must be in / agreement with the information shown on the properly completed Form CF-1R 5/10/89 174 Specify on the building plans all of the / mandatory energy conservation requirements as / listed on the enclosure titled, "Mandatory Energy Conservation Requirements" '5 Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition 17/7 Provide fluorescent general lighting kitchen(s) per CAC, Title 24, 2-5352(J) in 8 Please see additional corrections, or remarks, on the following page CARLSBAD S f D & DUPLEX SUFFUMHTT 9 Energy conservation design should be for Zone 7 See attached energy packages must have auto-prime (city190 Floor drains policy) 'O Note exhaust fans cannot be ductless type (city policy) 182 New residential units must be pre-plumbed for / future solar water heating Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No 8093) 1*3 Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof (City Ordinance No 8093) All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy) Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s) Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383 187,) All new residential buildings, including additions, require a j»flxls__rep_ort Please submit two copies 188 Heavy timber framing, minimum 6" x 10" beams / and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans (city policy) 189 UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec 18 04 230) Show compliance with UBC Section 3203(e) 190 City Ordinance 9792 requires two parking / spaces/unit with clear area of 20'x20' i e no washing machines, etc Show compliance 19li Please see additional corrections, or remarks, ^^s on the following page The City of Carlsbad has contracted Mth Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 619/560-1468, to perform the plan check for your project If you have any questions regarding these plan check items, please contact at Esgil Corporation If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161 Thank you Enclosures 1 y #4- 5/11/89 10 Certificate of Compliance Residential (Page 1 of 2)CF1R Project TIO«Dale Project A. ddr en Document! Uoe Author Compliance Method (P»ckije Teltpbooe Buddint Pcnni 1 Checked By/Diie Point Syitem or Computer) CUmaU Zone Enforcement Arency U»e Only GENERAL INFORMATION Total Conditioned Floor Area Building Type f __ (check one or mere) Front Entry Onentafcon Number of Dwelling Units Floor Construction Type Infiltration Control Single Family Mulu Family (less than 4 stones) Multi Family (4 cr more stones) Hotel/Motel Addition Existing Plus Addmon North / East / South / West / All Orientations (circle one or more) Slab / Raised Floor (circle one or both) Standard/Tight (circle one) BUILDING SHELL INSULATION Component Insulation Locaoon/Comments Type R Value (itae. to garage, typi&tl etc) Wall Wall Roof Roof Floor Floor Slab Edge GLAZING Shading Devices Glazing Orientation Area (sf) Glass Type (single, double) Interior (roller blind, etc ) Extenor (shadescrecn. etc ) Overhang (yes/no) Framing Type (meud/wood) Front ( Front ( Left Left Rear Rear Right ( Right ( Skylight Skylight THERMAL MASS Type/Covenng Area (slab/exposed. u]e. etc ) (sQ Thickness (inches) Locaoon/Descnption buh etc) Certificate of Compliance Residential (Page 2 of 2) CF 1R Project TIU« HVAC SYSTEMS Minimum Duct Type (furnace ur Efficiency Location Duct Output Manufacturer / Model # conditioner heat pump) (SE. SEER HSPR (UPC etc) R Value (Bmh) (or approved equal) Maximum Furnace Heating OutpuL Btuh HOT WATER SYSTEMS Tank Manufacturcr/Modd # System Type (storage gas etc) Capacity (or approved equal) SpecialFeature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the budding features and performance specifications needed to comply with Title 24, Chapter 2 53 and Title 20 Chapter 2 SubchapteM Article 1 of the California Administrative code This certificate has been signed by the individual with overall design responsibility and the building owner who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building When this certificate of compliance is submitted for a single building plan to be built in multiple onentanons all building conservation features which vary are indicated in the Special Features/Remarks section. Designer Building Owner Name. Name Title/Finn. TUe/Firm. Address Address Telephone. Telephone. Lie I (signature) (dale) (signature) (date) Documentation Author Enforcement Agency Name. Name Tiile/Firm Agency Address ^^_^ Telephone. Telephone. (signature) (date) (signature or jump) (date) Form Rev,i*d March 19U THE FOLLOWED NOTES SPECUTOIG MANDATORY REQUIREMENTS SHOULD RE IUCORPC1AIED ON PLAN :>m.hT5 OR CONTAINED WUH1N JOB SPECIFICATION DOCUMENTS MANDATORY ENERGY CONSERVATION KEQUIREMgfrS OF THE STATS OF CALIFORNIA (1) All heating ventilating air conditioning and water heating equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Commission (2) A two stage thermostat, which controls the supplementary heat on its second stage shall be provided for heat pumps (3) Thernostats shall be equipped with an automatic setback, whicn the building occupant can program to autonatically set back the thermostat twice in 24 hours (U) Equipment which requires preventive maintenance to maintain eff.c.ent operation shall be fu-nished with complete necessary maintenance information (5) All gas fired fan type central furnaces gas fi-ed fan type v.all furnaces, and cook-ng appliances shall be equipped with an -ntermittent ignition device (6) All fan systems exhausting air to the outside shall be provided with backdraft dacpers (7) All transverse duct, plenum and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be instated to coafo-ra to the provisions of Section 1005 of the UMC, 1982 Edition (8) A vapor bamer is required in clisate zone 1, Ifc, and 16 (9) All manufactured windows and sliding glass doors shall neet the 1972 ANSI air mf.ltration standards and shall be certified and labeled (10) All swinging doors and windows leading to unconditioned areas shall be fully weather strapped (11) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater (12) The five feet of pipe closest to the water heater, xf outside conditioned space, shall be insulated with a min mun of R-3 Steam and steam condensation return piping and recirculating hot wate^ piping outside the building envelope shall be insulated _n accordance with T20-lM)6(d) (13) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt (14) Showerheads and faucets shall be equipoed with flow restrictors as outlined in the appl.ance efficiency standards and shall be certified to the Inergy Conaissior (15) Masonry and factory-built fireplaces on exter_or walls, shall be eouipped with tight-fitting closeable metal or glass doors covering the ent_re opening of the f_rebox a conbust.on air intake equipped with a read_ly accessible operable, and tight Bitting damper to draw air from the outside of the building, and a tight fitting flue danper w.th a -eadiTy accessible control (16) Insulation used shall corply with California Quality Standards (17) The insulation installer shall post a signed certificate Section 276 Insulat on Certifieate (All Occupancies) After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed bv the installer and the builder stating that the installation conforms the requirements of Title ">«» Part 2 Chapter 2-53 and that the materials installed confora with the -equireiaents of Tife 20, Chapter 2, Subchapte-*- U, Article 3 The certificate shall state the manufacturer s name and -nater.al identification the installed R value and (in applicat.ons of loose fill insulation) the nin_mum installed weight per square eoot consistent with the manufacturer's labeled density cor the desi-ed R value (18) For infiltration control all openings and penetrations nust be caulked and sealed such as around windous at sole plates and openings eor utility pipes and wires Form ECH 3/5/86 DEVELOPMENTAL • ^^ • 1200 ELM AVENUE SERVICES m^WL/M CARLSBAD CA 92008-1809 BUILDING DEPARTMENT V^^^ (81B)-OS-5523 Citp of Carlsbab THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address Legal Description Assessor's Parcel Number Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number Circle any Planning Commission or City Council Action on this Property Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan PLAN CHECK NUMBER cd 112383 Date: ' Prepared byt 5 fCQ_fl_L I Cf PLAN CHICK NO CITY OF CARLSBAD VALUATION AND PLAN CHECK Bldg Dept Esgil BUILDING ADDRESS 1O(^ Z C/.- A / APPLICANT/CONTACT BUILDING OCCUPANCY &~ TY'2 OF CONSTRUCTION V x /.PHONE NO DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION E>T,->(_LL * 'J C~. P^^/^ Air Conditionine CoTimercial Residential Res or Comn Fire Sprinklers Total Value BUILDING AREA ^^O w VALUATION MULTIPLIER ^e> ^ f '* @ ia @ VALUE 6 > ?^0 z3 /^ &4-I t&j Building Permit Fee $_ Plan Check Tee $3/3 COMMENTS Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC SHEET OF 12/87 BUILDING PLANCHECK ENGINEERING CHECKLIST DATE • 77~~ PLAN CHECK NO PROJECT ADDRESS i •» io .LEGEND ITEM COMPLETE ITEM INCOMPLETE - NEEDS YOUR ACTION N/A - NOT APPLICABLE PROJECT NAME m n LEGAL REQUIREMENTS Site Plan I 1 1 Provide a fully dimensioned site plan drawn to scale Show north arrow property lines easements, existing and proposed structures streets, existing street improvements, right-of-way width and dimensioned setbacks [ I I I 2 Show on site plan Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines existing and proposed slopes driveway with percent (7) grade and drainage patterns [ ] I I 3 Provide legal description and Assessors Parcel Number /Discretionary Approval Compliance 4 No discretionary approvals were required Project complies with all Engineering Conditions of Approval for Project No Project does not comply with the following Engineering Conditions of Approval for Project No Conditions complied with by Field Review Date 7 Field review completed No issues raised 8 Field review completed The following issues or discrepancies with the site plan were found A Site lacks adequate public improvements B Existing drainage improvements not shown or in conflict with site plan C Site is served by overhead power lines (Future Improvement Agreement required) w D Grading is required to access site, create pad or provide for ultimate street improvement E Site access visibility problems exist Provide onsite turnaround or engineered solution to problem F Other Dedication Requirements S 9 No dedication required 10 Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8-1/2" x 11" plat map and submit with a title report and the required processing fee All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit The description of the dedication is as follows Dedication completed Date By Improvement Requirements 11 No public improvements required SPECIAL NOTE Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy 12 Public improvements required This project requires construction of public improvements pursuant to Section 18 40 of the City Code Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plan check process through the Engineering Department Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit The required improvements are Improvement plans signed Date By 13 Improvements are required Construction of the public improvements may be deferred in accordance with Section 18 40 of the City Code Please submit a recent title report on the property so we may prepare the necessary Future Improvement Agreement The Future Improvement Agreement must be signed notorized and approved by the City prior to issuance of a Building Permit Future Improvement Agreement completed Date By Grading Requirements 13a Inadequate information available on site plan to make a determination on grading requirements Please provide more detailed proposed and existing elevations and contours Include accurate estimates of Che grading quantities (cut, fill, import, export) 14 No grading required as determined by the information provided on the site plan 15 Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department NOTE The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits Grading Inspector sign off Date By Miscellaneous Permits Right-of-Way Permit not required 17 Right-of-Way Permit required A separate Right-of-Way Permit issued by the Engineering Department is required for the following Sewer Permit is not required 19 Sewer Permit is required A Sewer Permit is required concurrent with Building Permit issuance The fee required is noted below in the fees section 20 Industrial Waste Permit is not required 21 Industrial Waste Permit is required Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of Building Permits Permits must be issued prior to occupancy Industrial Waste Permit accepted - Date By Fees Required 22 Park-in-Lieu Fee Quadrant -—" Fee Per Unit • ~~~ Total Fee 23 Traffic Impact Fee Fee Per Unit ' Total Fee r 24 25 26 Bridge and Thoroughfare Fee Fee Per Unit "Total Fee Public Facilities Fee required Facilities Management Fee Zone Sewer Fees Permit No — Fee 28 Sewer Fee Lateral required REMARKS EDU' s '/ieswQ_ ENGINEERING AUTHORIZATION TO ISSUE PERMIT Date ESGIL CORPORATION 9320 CHESAPEAKE DR SUITE 2O8 SAN DIEGO CA 92123 (619) 56O-1468 DATE JURISDICTION PLAN CHECK NO SET Z.PROJECT ADDRESS PROJECT NAME & Srf- P I fj K.&U /n /) ?LICANT___ ^JJURlSDICTll "LJ'PLAN CHECKER QFILE COPY QUPS ("DESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and snould be corrected and resubmitted for a comolete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corp until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The applicant's copy of the check list has been senr to ^ TuT'nJc i Esgil staff did not advise the applicant contact person that plan check has been completed Esgil staff did advise applicant that the plan check has been completed Person contacted Date contacted REMARKS Telephone f By ESGIL CORPORATION //I DGA DAA Dvw QDM Enclosures URISDICTION Date /'//</- PROJECT ADDRESS 70 PLAN CORRECTION SHEET Plan Check No FOREWORD PLEASE READ 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 confcrmance with the cited codes and regulations Per Sec 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law * PLANS Please nake all cor-ect ons on the original tracings and _ubn t two new sets of prints and any orig nal plan sets that may have been cturred o vou ov the jurisdiction,to E^xz, it- CJS^PO/^/YT?OAJ To facilitate rcchccking please identify next to each circled ite-n the sheet of the plans upon «hich each correction on this sheet has been made and return this chccx sheet with the revised plans The following items have not been resolved from previous plan reviews The original correction number has been given for your reference Please contact me if you have any questions regarding these items Date plans received by plan checker 111'_ Date By. p i /plan check completed ////V (r?) L-t ' <L . A-/JO PK-O !' t'S <, /C-a 2. - AH (0 (0 O & $ $ .* -^ I Io u (0 ID E/D elbn PLANNING CHECKLIST Plan Check No Pf^/v£^ Address APN tiy~ti*ll*<?l ^ PI anner /W/fej C^rf/ft (Name) At] I Type of Project and Use f^r /ffzUn Zone Phone 438 1161 Facilities Management Zone Legend Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified Environmental Review Required YES DATE OF COMPLETION NO TYPE Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required YES APPROVAL/RESO NO PROJECT NO NO TYPE DATE OTHER RELATED CASES Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Coastal YES NO DATE OF APPROVAL Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval D nan ana ana ana ana olbo ana Landscape Plan Required YES NO x: See attached submittal requirements for landscape plans Site Plan 1 Provide a fully dimensioned site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right of way width and dimensioned setbacks 2 Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway 3 Provide legal description of property 4 Provide assessor's parcel number Zoning 1 2 3 4 Setbacks Front Int Side Street Side Rear Lot coverage Height Parking Guest Required Required _% Required Required Required Required _t Spaces Requ Spaces Requ Shown &&' Shown Shown Shown Shown ^ Shown ired ired tf'-/- "2£> f i Shown Shown DDD Additional comments and remarks have been made on the building plans These marked-up plans may be picked up at the Building Department These marked- up plans must be resubmitted with the revised plans for this project Have plans been marked up? YES Additional Comments NO X/ N OK TO ISSUE DATE PLNCK FRM STRUCTURAL CALCULATIONS 4 HI 11 5 I BY DATE PROJECT SHEET NO "2- OF JOB NO tr—£ BY DATE PROJECT SHEET N0 OF JOB NO - .344^ •7^21 __ L *.i*~f BY DATE PROJECT SHEET NO 4- JOB NO I <? Vx" - •"Too 72 s' I ' ] BY DATE PROJECT SHEET N° JOB NO -I/ A/ 6 BY DATE PROJECT SHEET NO OF JOB NO -z BY DATE PROJECT SHEET NO OF JOB NO r^v U?/\p£> BY DATE PROJECT SHEET NO _2_OF JOB NO Z;-l «L v,-7 - 55 f \D1 Jl. j J" VWrS' M 4 T DATE PROJECT SHEET NO \Q OF JOB NO I i /// n' A; / ,^/e/ 7 * x' ' J • n A 1A/AUL ?>J ^r'< / • 2 +* JX X /// / x--/ ^ V <g' /X k'// ' /7/-7/ '/ / 7 /<:-^/ i /-z7' ' ' r t Vo BY DATE PROJECT <^e.pi|J)a5n^ SHEET ) ?^ OF ) 2- SHEAR WALL SCHEDULE ALLOW SILL CONNECTION SYM SHEAR SHEATHING plf CONCRETE ABs MASONRY ABs WOOD A-l** 100 1/2" gypbd w/ 5d coolers 1/2" @ 72" 1/2" @ 72" 16d @ 16" A-2* 200 @ 7" o/c en & fn 1/2" @ 32" 1/2" @ 32" 16d @ 8" B-l** 100 5/8" gypbd w/ 6d coolers 1/2" @ 72" 1/2" @ 72" 16d @ 16" B-2* 200 @ 7" o/c en & fn 1/2" @ 32" 1/2" @ 32" 16d @ 8" C-l 125 1/2" gypbd w/ 5d coolers 1/2" @ 48" 1/2" § 48" 16d @ 12" C-2* 250 @ 4" o/c en & fn 1/2" @ 24" 1/2" § 24" 16d § 6" D-l 125 5/8" gypbd w/ 6d coolers 1/2" @ 48" 1/2" @ 48" 16d @ 12" D-25" 250 @ 4" o/c en & fn 1/2" § 24" 1/2" @ 24" 16d @ 6" E-l 150 1/2" gypbd blocked w/ 5d 1/2" @ 48" 1/2" @ 48" 16d @ 8" E-2* 300 coolers @ 4"o/c en & fn 1/2" @ 24" 1/2" @ 24" 16d @ 4" F-l 175 5/8" gypbd blocked w/ 6d 1/2" @ 32" 1/2" @ 32" 16d @ 8" F-2* 350 coolers @ 4"o/c en & fn 1/2" @ 16" 1/2" @ 16" 16d @ 4" G-l 180 7/8" stucco o/paperbacked 1/2" @ 32" 1/2" @ 32" 16d @ 8" w/ 16 ga staples @ 6"o/c top & bottom plates en & fn H-l 260 V-'TnTflw \ i1 1/2" @ 24" 1/2" @ 24" 16d @ 6" H-2* 520 w/ 8d @ 6"en, 12" fn 1/2" @ 12" 1/2 @ 12" 16d @ 3" Pd purei* svyT/c J-l 380 3/8" ffirrHrVlnmid blkd 1/2" @ 16" 1/2" @ 16" 16d @ 4" J-2* 760 w/ 8d @ 4" en, 12" fn 5/8" @ 16" 5/8" @ 12" 16d @ 2"# nK-l 490 3/8" Pfiri" IV- k.ucd blkd 5/8" § 32" 5/8" @ 16" 16d @ 3" K-2* 980 w/ 8d @ 3" en, i2" fn 5/8" @ 16" 5/8" @ 8" 2-16d@ 3"# L-l# 6£0 3/8" ??# d 5/8" @ 24" 3/4" § 16" 16d@2 l/2"# L-2-# 12ZO w/ 8d @ 2" en, 12" fn 5/8" @ 12" 3/4" § 8" 16d@l l/4"# Note Wood stud framing members shall be placed at 16" o c max LEGEND # All framing with nail spacing less than 3" o/c shall be minimum 3X nominal * sheathing is to be placed on both sides of shear wall ** 1/4" shotpins at 32" o/c may be used in lieu of anchor bolts at interior walls on concrete foundations only en edge nailing blkd blocked w/ with fn field nailing shtg sheathing o/ over o/c on center ga guage gypbd gypsum board d penny(common unless noted) plf pounds per foot ABs anchor bolts (A JD E ci.o V) Q.U.Q.li-U.Cl.U.ti.lj.tnxtniacna.00 1 I II h 4 Rth DM FUh f Af f- [Ml !~L AD5H I ION t AHIMF I- I d l-f\OJLU HFSIGNf-K LIMv1 IKONMC.N fAl Dt «- ] MMb/UfcNN I ^ HI I ILL 4 6_ (HMMI-KCfAl A;L, NO 9 LA iirc 0, f (- <V <>41 UUIMF_f- bAF\l INh LL I FOFFAFF P t Y fol NH UUI-S( MFC I b\ t \ AD( I I f- F f DFs SAN nil-bU LA V21 < M 9 > ^) -( > 9( > J ib Numhr r ( //1B/ The CUMM V T4 i.ompultr proqr am h^3 bpe^n u^od id pc1! form 1 hp c Hl<nl3iio ummari_ed in ihi*" cnnipliancp r f prrt Ih3 fn oqi e»m has iritfrim tfjprov and i= nuthofi^rd by ihp L iJ i 101-ni •* I-m rgy (csmmi^^jon for n^c with i hp cc'oiuJ (-ic n*-r at i on Nonr t-<• i rlpni. i al PtuJdinq Fnn gy tf-farient-V Stt-m •< ui rJoni-<= idenhi^il (Jrc up inr L p •» IPC and be nt i-3! L on Upt>i<i<--nlr i il On hr un to rrmp) y with I his pr otir run con-fofiii to Lhp rpcult prorinctd h/ the Put;] i< Uimain Foinl jv >i ym d(?vp] nped hv the r^iifornx i t-fit'rqv (nrnmi-->inn Thi rntram cl< rltfed h/ hb ( h u 1 f« xbc»] A so<_3c»Lf (41 j> 4 iJ-oq CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department SCHOOL DISTRICT Carlsbad Unified 6350 Yarrow Drive Ste A Carlsbad CA 92009 (438-5710) Encinitas Union Elementary 189 Union Street Encinitas CA 92024 (944-4306) t ^Project Applicant Project Address RESIDENTIAL SQ FT of living area G SQ FT of covered area COMMERCIAL/ INDUSTRIAL SQ FT AREA x\ ( \ Prepared By x\ ( \ /V^-*-*-^ San Marcos Unified 270 West San Marcos Blvd San Marcos CA 92069 (744-4776) ^San Dieguito Union High School 710 Encinitas Boulevard Encinitas CA 92024 (753-6491) APN *?/(£ - I Q Number of dwelling units SQ FT of garage area Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1 1986 (other school fees paid) Other Residential Fee Levied $ / /5 Comm/Indust Fee Levifed $ e&based on based on sq ft @ sq ft @ School District Offic Title Date AB 2926 and SB 201 fees are capped at $1 53 per square foot for residential AB 2926 is capped at $ 25 per square foot for commercial/industrial