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1334 CYNTHIA LN; ; 87-60; Permit
DECLARATIONS LENDER WORKERS COMPENSATION OWNER/BUILDER 1 ! I 1 j ! \II :i lf|mo|lfr. _• L 3 s J^" C>S| fo«~ "1 = 1^1° f ??' ~ 1 8 9-f^l*tl5i ^ o^ * s.tor this reasonCONTRACTOR 1 1 I .:,ri| Illi fi^ii '1 S^l^jsl ^ssa^I ^fj^|s°||sl ^IslS- = s?l|st «So"| s 1st!? | I°Psl »"fl=f|a3sll lSIS"5^5|A?S Sjafiiytl !|:i Ssfl t 3"1=§3 S-sIlf:SS=3 =|™SSl5|"5 = S ^u7J«ii^i i -:|*fS i!-ilH=n iini:! nil i°i!r»| i |s|i|| =s|I|p;JI ll|sK|fl|i| =H i 1 1 1 i iMiii iilifliiii i!Ii!^i!ffl ilil •SIRUCTION WHETHER SPECIFIED HEREIN OR NOT i ALSO AGREE TO SAVE INDEMfKEEP HARMLESS THE CITY OF CAHLSBAD AGAINST ALL LIABILITIES JUDGMENTS CCEXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY !N CONSEQUENC!GRANTING OF THIS PERMITt/>O — < T -n w -< I Z zmoo fl m2Jn oom zi! TJ31 O mO m O CO ^ m m x F CARFFULLV EXAMINED THE COMPLETED APPLICATION AND PERMITIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREONARATIONS ARE TRUF.. AND CORRECT AND 1 FURTHER CERTIFY AND AGRED TO COMPLY WITH AIL CITY COUNTY AND STATE LAWS GOVEHNINn'^Z?C -n O D : £>co ° T3 O O o3z3: ° ~ H n Z ;? m < a> "o Q) n Pit!9 5 S.-S n Every permit issued by theBuilcexpire by limitation and becomeby such permit is not commencecif the building or work author!at any time after the work ts conmg Official under thenull and void M thewithin 180 days Ironeed by such permitimenced for a periodjrovisions of thisjui'dmg 01 workthe date of suchs suspended orof i 80 davs* AN OSHA PERM'TS 0 DEEP AND DESTRUCTURES OVE/IS REQUIREDMOLITION Olt 3 STORIESFOR EXCAVATIONS OVER CONSTRUCTION OFN HEIGHTI r— 00 0 o I TOTAL FEES PAYABLEj j\ 8-CREDIT DEPOSITA -L O •n cz CO O rr- X "C:-T. Tl ~D -^ m 0 3; D^ ~Um c: 70 •» COCOCD CJi ro io 8 X omz05m H X Z ••»•. ^ CD CD CO O O O m or CT 00 cc 3; CT3 m ~n T) | i — OCD — 1 —1 Tt ttJ CO O CD0 g CO CO CJI » 5 0 m -C CO 3C ID O 0 3 k) 0) 8 o "CoDTI —1 CO CO CD Oo oCD S,CO :> DO D ELECTRICAL PERMIT ISSUEVA \Q DH MOBILE HOME SETUP3D md 3D p CD3J Oc: rrm 2 *-»*.. COeno CO 0 oo cc o 1C 2 -C TOTML MECHANICALa "Ocz: CO1— 0 r? ^H CO -nmm Jr-o CD CD CDo CDCD CC CD 9JO § -n m CO-aJO DD CO CO CD OCD O CO J .C ~n DC; — ID mID m — H r 33C o—I c COOCCD COCO WATLR sof TNERRELOCATIo2 OTl Tl cz 33 Z m Xm m 33 COo DH CD CD CC CD CDCD g COro INDcn 1 K>EACH VACUUM BRFAKEH-0 MECH FXHAUSI HOOD OUUS•£.0CD rn310 m CDo CD CD CD0 OC ro SJ"EACH INSIAL ALTER REPAIR ftAI EH PIPE^_ m Z C/5 Zcr- m Jl rn0n: i — CDO OC CD CD CD CD0 CC •Vi -d. 1 . fj. rs EACH GAS SYSIEM b OR MORtu -o rn ^ 8 r—m0 33 O CDCD OC O CDO OCD CO r\DCO 0 8 __EACH (iASSYSTFM 1 10 -1 OUTLETSKJ k,_J BOILER/COMPRESSOR 3 15 HP—io— \ CD CDCD CO CD OCD 0 CD CO £ ^EACHWAIER HEATER AM) OR VENTM BOILER/COMPRESSOR UP TO 3 HPT31 — 0XmO oo CO CD OO CD0 SCD 03 V -Q B — ,EACH BUILDING SEWER*OVER HJOOOOBTUen cn rn DD CD CD CO CD CDCD OCD CO ro J X X c T] so "N «M CO -nc: cz CO c.-D O 0o CDO0 cc— H d .0 O CDcz en 3 0 CO CD 0CD CD CO r\.CD /i r> o PLUMBING PERMIT ISSUEM o MECHANICAL PERMIT ISSUEtv SUMMARY/ACCOUNT NUMBERWhite — Inspector Green — (1) Finance Yellow — Assessor Pink — Applies CENSUS TRACT•c JE\ CPIr. cz GRADING PERMIT 1y n N nSSUEDREDEVELOPMENTAREA•D N&•~— Z -Dzr I OCC LOAD< I 7 </>- " MI iii'j OVOfjuNot Valid Unless Machine CertifiediT"^ C , -p n mr•n '•J)— ) m 00 3? 1 c 'J\ i 1 0>1 DESIGNER S ADDRESS• 3 >-4m r~ 0m c/>m zO [DESCRIPTION OF WORK ^gyt O O f * L* .1 SCT^ >> 0 ? DNi § 7A 8 Ir* -<• 2i* iO Cfc oa | 0 I? {/ ^-*A Q*• f\ m ^ 5"7*- Z \ -°Vt "fit TJ Pi °C/l w k § r og . S - o 2 S 5 oa ro 2 g > 3 S?» C+-t- O-; Si oB *^\ 3X z ?* 1"IX % 3 tx S OWNER S PHONEniNTBACTOR S ADDRESS1892, J Zf&itLSo A/ 57H m r" OmzCOm zO 'BUILDING SO FOOTAGE1550rO 31 bn SUBDI VISION> i (P GCONTRACTOR> C C ,~*A o r TS o VXi 5 A >n ^ oGo s ***, T U | im oCD - — ' 0 •^ W Ui k 4- rj Ul CD 10 -\rj Ss BUSINESS LICENSE J*C (ft 00 . ~3 iH ' z^r\ ^D s 0 s CARLSBAD BUILDING DEPARTMENT ADDI irATION & PFF2075 Las Palmas Dr , Carlsbad, CA 92009 1915 (619) 438 1161 *»rri.i\**i • w w rtrH enm 09 -O0 •om OZ 00 3Dm</>c/> z 9OO •o-or— O Z o :ILL IN INFORMATION WITHIN SHADED AREA AND DECLARATKjold — Temporary File *• Iy t 36 <? tf -n I P2?s<^ *S£3motn 2: ^O m a m n n DD CO D_ m n m <* Q 8 BUILDING5 w-am O33 ! n \ CT Z ^ C' H I « c/; amZO|1 n -Dop < Hm 2 33 C 2§c;u> H n^ o o 2 !/)-y Cl m m00 m TID .0 00 VS^C3 > ..•: . „« »« M M 11* ». MM*. • «• i ADDRESS: D APPROVED PLANS SHALL BE ON JOB SITE BUILDING \J{) O KfcN&ATION -^ • Q REINFORCING STEEL D MASONRY , D GROUT-GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL PLUMBING D OWDiRGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING A 1 D SEWER AND PL/CO {( // D TUB OR SHOWER PAN / D GAS TEST D WATER HEATER ELECTRICAL a TEMPORARY SERVICE D £LECTRJC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UFER GROUND a GFI D SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR D GRADING D POOL D PATIO D SIGN D OTHER TIME DATE INSPECTOR CITY OF CARLSBAD BUILDING INSPJBQJjjQH DEPARTMENT tfOte ttMtfil D APPROVED PLANS SHALL BE ON JOB SITE BUILDING D D REINFORCING 8TEEL D MASOWfiY D GROUT-GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER ELECfWCAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND a ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UFER GROUND a GFI D SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR — D GRADING ^ D POOL D PATIO D SIGN D OTHER A / AA t --- ' ' /V// V f< TIME. DATE INSPECTOR CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT PHONE 438-3550 Wof» f to*] M»p«Cf/oft i '"T~ ~ ""*•.- Uf^P» "f ' f^™p*f^*rrfH,*f*f^ /gg</ ^/A/ QTJCE / D APPROVED PLANS SHALL BE ON JOB SITE BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT-GUNITE D FLOOR AND CEILING FR D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER ELECTRICAL D TEMPORARY D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UFER GROUND D GFI D SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR D GRADING D POOL D PATIO a SIGN D OTHER ,? /i\ / L I / & U I L [J '^ fi A/, TIME J DATE /. r-7 INSPECTOR CITY OF CARLSBAD BUILDING. INSPECTION DEPARTMENT PHONE 438-3550 ESGIJL CORPORATION 0320 CHESAPEAKE DR., Sl7fT*t 2O8 SAN DIEGO, CA 92123 } (619) 560-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: IE >PLICANTJURISDICTION: IAN (JHEcl FILE COPY UPS DESIGNER PROJECT NAME:mi^ir 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 katoo) are resolved and checked by building department staff. D 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. D The applicant's copy of the check list is enclosed for the 3urisdiction to return to the applicant contact person. I"") The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. r~~\ Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: rti^p—•©£.il ±* Ael ^ U&? jfu^gat.1 Telephone # m. f \ f f> ifttf ^ C e\ i C. *vn -f^n 6 -«< ® Qf" »*4 kx.J/n/tfei.1 r^l.^it ^j^^U U«»—LsJSJ__fLfcii_j£l *r\ ' . <t , & . i PS fuTft ftf FnnCir** famt. Lf I &'* M> -It lyMUHl flLw_>l G,aiLLcL By:\A^>J,«A*lS: ESGIL CORPORATION Enclosures: II c«va< Dt'1r ESGIL CORPORATION 932O CHESAPC VKE DR SUITE 2O8 SAN DIEGO. C V 92123 (619) 5f>O 14O8 DATE JURISDICTION _ PLAN CHECK NO PROJECT ADDRESS PROJECT NAME CITY OF CARLSBAD T C f \\ \ V v r V •'. D D D D D APPLICANT JURISDICTION PLAN CHECKER FILE COPY UPS DESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I 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. The check list transmitted herewith is the jurisdiction1 copy 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- (.•3 of Ac "• i"'' ? > g VT *v J & \ *V ..!{ <• n v. S 4. :-",-<• j' I- Esgil staff did not advise the applicant contact person plan check has been completed Esgil staff did advise applicant that the plan check has been completed Person contacted- - •• \ •. \ \ -;.. ^ p '^ v~ that Date contacted. REMARKS "7 //?7 Telephone # BY X -NKr. 4 VA ENCL © ESGIL CORPORATION PLAN CHECK NO. P 7- X f 7 JURISDICTION: CITY 0? CARLSBAD 10:'-"A -?*<)• TELEPHONE NO. */"?*/- ENCLOSURES: V A T « «' Date initial plan check completed /,.-- / g f By \ > \ ;A.-: Applicant contact person <-. ,> < A i P >' "t . f '- -Telephone -/1 V- U ~^f \ FOREWORD: PLEASK 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, inoise 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. PROJECT ADDRESS: V 9 1982 UBC (eff. 7/1/85) : 1985 UPC (eff. 11/12/86) '. 1984 NEC (eff. 10/1/85) 1985 UHC (eff. 11/12/86) I The above regulations apply to residential construction. PLAN CORRECTION SHEET SINGLE FAMILY AND DUPLEX DWELLINGS Date plans received by jurisdiction . ~> 1 tj I * 7 Date plans received by Esgil Corporation '7 I < It / The circled items 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), 1982 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 plan's HOIK PACK NDHBERS ARE NOT DC SEQUENCE AS PAGES BAYING NO HEMS NEEDING CORRECTIONS WERE DELETED. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 A. 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 j£ 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 jf 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 (0jy Plans, specifications and calculations shall | "/be signed by a California state licensed engineer or architect (California Business and Professions Code) jf 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) Sf Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1982 UBC, UMC, and UPC and 1984 NEC S 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 lot corners Section 302 (c) fi Indicate distance from center or alley to property line and property lines to proposed building Section 302 (c) line of street distance from B. MKK PROTECTION Walls closer than 3 feet to shall be one-hour rated construction openings, and shall have 30 inch the building floor area exceeds feet on any floor (Table 5 A Section 1709 (a)) property lines have no parapets when 1,000 square jj/f Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line Eaves over required windows shall be not less than 30 inches from the side and rear property lines Section 1710 and Section 504 (a) and (b)i y(. Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected ; Section 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 ' \±3), Show location of permanently wired smoke detector, centrally located in corridor leading to sleeping rooms or above stair if sleeping rooms are on upper level Section 1210 y£ A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area Section 1210 : 2 3/25/86 v^ Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area Section 1207 (b) j£ 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)) 18 At least 1/2 of the common wall must be open and have an opening not less than 25 sq ft 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 is at least 7 feet and the longer side is at least 65% open Section 1205 (a) yS Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water 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) j£ Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7I0" Section 1207 (a) Dimension on the plans, for water closet compartments in front of water closet Section 511 (a) the 30" clear width and 2V clearance glazing in doors, glazing (^5) Specify safety glazing for hazardous locations such as glass adjacent to such doors and glazing adjacent to walking surfaces Section 5406 Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded on faceted glass Section 5406 (d) 7 (3- l11"11^ f00^ * <&• ^ l Glazing in shower and tub enclosures shall e tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor) Section 5406 (d) 5 "2Sf 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" Section 1204 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 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 walls 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 3 3/25/86 D. BCCTS. STAIRWAYS. AMD RATT.THfg! yi Floors above the second story shall have not less than 2 exits 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 railings shall be less than 6" Section 1711 "yoV W^e^i' \i 34 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 J/£ Provide stairway and landing details Section 3306 (b) & (c) a Maximum rise 8" and minimum run is 9" b Minimum headroom is 6 "6" c Minimum width is 30" (£6) All handrails per Section 3306 (j), shall satisfy the following a Provide handrail for stairways with 4 or more risers b Handrail shall be 30" to 34" above the nosing of treads c The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension (See attached) Every stairway landing shall have a /dimension, measured in the direction of travel, at least equal to the stairway width Section 3306 (g) ; 3^ 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 Section 3306 (g) \ 6 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) | 4^ Provide details of winding' stairway complying with Section 3306 (d) a Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the1 treads are narrowest i b Maximum rise is 8 inches c Minimum width is 30 inches 41 Provide spiral stairway details, per Section 3306 (f) ' a Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowesti b Maximum rise is 9 I/2iinches c Minimum headroom is 6:feet 6 inches j*2 Spiral stairways may not be used for required exits when the area served is greater than 400 sq ft Section 3306 (f ) 4 3/25/86 Spiral stairways must have a clear walking space of 26 inches between the column and handrail, show dimension Section 3306 (f) 44 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 shall be done under special inspection per the approved fabrication plans Section 306 (a) 4B and Section 306 (f) yi In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway An exit balcony with 2 separated stairways is exempt Section 3306 (1) 46^ Exterior stairways shall not project into the "*> 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 (m) I/& Specify roof slope <*$ Roof slope is not adequate for roof type specified Table 32-B, Section 3203 (h) 5<f Specify roof material and application Chapter 32 y£ Specify I C B 0 or U L approval number for roof materials not covered in U B C , e g title, etc , Section 107 The maximum slope for a fire retardant ilt-up roof, with rock or gravel surfacing, is 3 inches in 12 inches, Section 3203 (e) 2 51^ 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 54/* Specify minimum 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 yf Show roof drains and overflows Section 3207 ; Srf Provide skylight details to; show compliance with Sections 3401 and 5207 or provide I C B 0 approval number Plastic skylight must be separated from each other by at least 4 feet Section 5207 (a) 6 %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 eave vents or cornice vents Show required area and area provided Section 3205 (c) ^ Provide fireplace construction details or note construction to be per attached fireplace standard drawing Chapter 37 p$ Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached 'sheets 30-1 or 30-2 5 3/25/86 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 over 4' in a single pour Cleanout shall be sealed before grouting, after inspection Section 2414 (a) 8 tfi 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 ledgers is not permitted Section 2312 (j) 3 A Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls Section 1707 (d) fi Show a minimum 2" air space and flashing between planter and building walls Section 2516 (c) 7 G. GARAGE AND CARPORTS 6^ Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling Table 5 B Section 503 (d) fl All elements supporting floor above garage, including walls supporting floor joists, to have one-hour fire-resistive protection on the garage side Section 503 (a) p& Show 1 3/8" solid core self-closing door for openings between garage and dwelling Section 503 (d) fyv Garages are not permitted to open into a room used for sleeping purposes Section 1104 70* Openings between carport and residence require self-closing doors and stationary windows Section 1214 71 Show garage framing section,, size of header over garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns if required Chapter 23 NOTE Maximum shear panel ratio of height to width is 3 1/2 to 1 Table 25-1 /72 Doors may open into the garage only if the floor or landing in the garage is not more than 1/2" lower than the door threshold Section 3304 (h) Ze Provide an 18" raised platform for any FAU, water heater, or other device in the garage, which may generate a flame or spark, UMC Section 508, UPC Section 1310 (a) H. FOGHDATION KECHmgMENIS 74 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) TO The foundation plan does not comply with the soil report recommendation for this project Please review the report and modify design, notes and details as required to show compliance ?"& Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation 6 3/25/86 The soils report recommends 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 1 the building pad was prepared in accordance with the soils report, 2 the utility trenches have been properly backfilled and compacted, and, 3 the foundation excavations, formings and reinforcements comply with the soils report and approved plan" yd Show height of all foundation walls Chapter 23 Show height of retained earth on all foundation walls Chapter 23 *\i° ie* ad" 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 Note on plans that wood shall be 6" minimum above finish grade Section 2516 (c) 7 Note on plans that surface water will drain away from building and show drainage pattern and key elevations Section 2905 (f) p£ Dimension foundation per U B C Table 29A Floors Supported* 1 2 3 Stemwall 6" 8" 10" Width 12" 15" 18" Depth 12" 18" 2V Stf" Show foundation sills to be pressure treated, or equal Section 2516 (c) 3 8^ Show foundation bolt size and spacing Section 2907 (e) Qff Specify size, I C B 0 number and manufacturer of power driven pins Show edge and end distance and spacing Section 306 (f) ^ff If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan Section 2312 (f) 88 If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection Section 305 (e) 2 S^T Show adequate footings under all bearing walls and shear walls Section 2907 (b) y& Show on the elevations, stepped footings for slopes steeper than 1 10 Section 2907 (c) $*{ Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders Section 2516 (c) ^2) Show pier size, spacing and depth into undisturbed soil Table 29-A f& Show minimum underf loor access of 18" x 24." Section 2516 (c) y( Show minimum underfloor ventilation equal to 1 sq ft for each 150 sq ft of underfloor area Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides Section 2516 (c) ^Foundations may support a roof in addition to the floors Where only a roof is supported, use foundation for one floor L\ o v*\\ 7 3/25/86 95" Specify that posts embedded in concrete shall be pressure treated per UBC Std No 25- 12 Section 2516 (c) I. FRAMCTG 96 Show wall bracing Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent Section 2517 (g) 3 9/ Note cross bridging or blocking Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Sec 2506 (g) jxf Show blocking at ends and at supports of floor joists, and for rafters at exterior walls Section 2517 (d) 3 y$ Show solid blocking at ridge line and at exterior walls on trussed roofs Section 2506 (g), Section 2517 (h) ^09 Show double joists Floor joists shall be doubled under bearing partitions running parallel with the joists Section 2517 (d) 5 101 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 Show rafter purlin braces to be not less 'than 45 degrees to the horizontal Section 2517 (h) 5 JJBC Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses (To ensure loading will be as designed) 105 Show double top plate with minimum 48" lap splice Section 2517 (g) 2 Show nailing will be in compliance with Table 25-Q Show or note fire stops at the following locations per Section 2516 (f) a 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 b at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings, c in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished, and d in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials Show stud size and spacing Maximum allowable stud heights, Bearing wall 2x4 and 2x6 max 10', Non-bearing 2x4 max 14', 2 x 6 max 20' Table 25-R-3 Studs supporting two floors, a roof and celling must be 3 x 4 or 2 x 6 at 16" o c Table 25-R-3 8 3/25/86 Note an A I T C Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to erection Section 306 (f) (£Tl Detail all post to beam and post to footing connections and reference the detail to the plan Section 2516 (m) Detail shear transfer connections, including roof and floor diaphragms, to shear walls Section 2513 Ii3 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) Show 3" x 4" or 2" x 6" studs in first tory of three story building Table 25-R-3 Provide truss details and truss calculations for this project Ufb Provide roof framing plan and floor framing plan Section 302 (a) 7 \¥l Provide framing sections through Section 320 (a) 7 1^6 Specify all header sizes for opening over 4' wide Section 2517 (g) 5 1^9 Provide calculations for main vertical and horizontal framing members and post footings Section 302 (a) 7 12<5 Provide calculations for lateral loads, shear panels, shear transfer and related Section 302 (9) 7 Show on the plans all structural requirements developed in the structural calculations 122* 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 j£23 Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used Section 2516 (c) 4 124 Show location of attic access with minimum size 22" x 30" Section 3205 Show draft separation for attic areas 'between units in a duplex Section 2516 (f) Wood stud bearing walls, with studs at 24" o c , require 3 ea 2x4or2ea 2x6 or 2 ea 3x4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o c and do not bear within 5" of the supporting stud Section 2517 (g) 2 1.27 Specify plywood grade and panel identification index Table 25-N }£& When roof pitch is less than 3 12, design ridge as a beam Section 2517 (h) 12$ If foundation cripple wall studs are less than 14" framing shall be solid blocking Section 2517 (g) 4 9 3/25/86 Jr30 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) 4 131 Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade Section 2516 (g) 3 132 Show a weep screed at the foundation plate line on all exterior and stud walls to be stuccoed Section 4706 (e) Show corridor width to be minimum 36" Section 3305 (b) Specify truss layout for 30" x 30" attic access 131> Ridges, hips, and valleys shall be at least one size larger than supported rafters Section 2517 (h) 3 1366 In open beam construction, provide strap ties across the beams at the ridge support Section 2501 (b) J. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code Show the size, location and type of all heating and cooling appliances or systems Show source of combustion air to furnace, per Chapter 6, UMC ^39 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, Section 1211 Show minimum 30" deep unobstructed working space in front of furnace Section 505, UMC l#l Note on plans, clearances to be per 'manufacturer's listing Section 504, UMC Furnace shall not be installed under any stairway Section 704, UMC 1^4 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 approval number for prefabShow I C B 0 fireplace Show access to the attic or underf loor furnace to be minimum 30 inches by 30 inches Section 708 & 709 UMC Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide Section 708, UMC 1A7 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 noncombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling UBC, Section 1706 (a) 6 10 3/25/86 K. wurmnTAL (NATIONAL ELECTRICAL CODE) All wiring shall comply with the National Electrical Code 156 Show on the plan the amperage of the ''electrical service, the location of the service panel and the location of any sub-panels Show location of all electrical receptacles isl Electrical receptacle locations and/or spacing is not adequate in Show at least one convenience outlet other than outlets for laundry, etc , outdoors, in garages and basements NEC, Art 210-52 156 Note convenience outlets in bathrooms, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC, Art 210-8 185 Note electrical system ground to be 'provided per NEC, Art 250-81 L. HJOMBIMG (UNIFORM PLOMBIHG CODE) ^5^ Show water heater size, type and location on plans UPC, Section 1310 157 Show source for providing combustion air to fuel burning water heater. If wall opening 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 J-60 Show T and P Valve on water heater and show route of discharge line to exterior UPC, Section 1007 (e) l£fi Provide dryer vent to outside UMC, Section 1903 Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backf low prevention devices UPC, Section 1003 163 Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,024 sq in UPC, 909 (d) M. HOISK INSULATION (POPLEXES') 164 Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles Title 25 165 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 16<f 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 11 3/25/86 N. State regulations (California Admin Code) require that the design satisy one of the attached alternative energy packages or submit calculations The law also requires that many mandatory conservation items be satisfied \tif Show on the Title Sheet of the plans, the required elements of the alternative energy package that was selected, and next to each element show how you are complying with each element If calculations were used, provide similar data on the plans The plan sheet showing the required elements of the selected energy package, and listing the design elements showing compliance with that selected package, must be signed by either the owner or a licensed professional i e , architect, engineer or contractor A design professional must note his/her state license number Section 1403 of Title 20 16$ Show on the plans the "R" value for the walls, floors, ceiling and related areas Show double glazing as per Energy Design, on Glazing Schedule Show on the plan how shading requirements are satisfied 0 The plans are not in compliance with the energy conservation compliance package selected or design calculations provided Show on plans conformance as follows Specify on the building plans all of the 'mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements" 1^* Show the size, type, make, model and "location of the space heating (or cooling) system and provide heat loss calculations if the output BTU/Hr exceeds 45,000 0. CARLSBAD S.F.D. & DUPLEX SUPPLEMENT @ Energy conservation design should be for Zone 7 See attached energy packages i ISee attached energy packages >f\ O- CAOJ1" i'f »*1«.« S*» l?o Floor drains must have auto-prime (city policy) \Tn Note exhaust fans cannot be ductless type (city policy) ^7^ 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) 179 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) 18Q 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) 12 3/25/86 isi Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 102683 {|J3 All new residential buildings, including additions, require a soils report Please submit two copies 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) Please see additional corrections, or remarks, on the following page. The City of Carlsbad has contracted with Esgil Corporation located at 9310 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 \ vx c^-A \AA/s\ \R _ UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec 18 04 230) Show compliance with UBC Section 3203 (e) City Ordinance 9792 requires two park- Ing spaces/unit with clear area of 20'x20' 1 e no washing machines, etc Show compliance at Esgil Corporation If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., Telephone (619)438-1161 Thank you Enclosures: aU Z c, 13 10/6/86 THE FOLLOWED; NOTES SPSCIFYIIiG MANDATORY REQUIREMENTS SHOULD 3E INCOtPC<?AIED OH PLAN SHEETS, OR CONTAINED WITHIN JOB SPECIFICATION DOCUMCHTS. ' MANDATORY ENERGY CCNSSRVATIOH RECUUgMglTS 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) Thermostats shall be equipped with an automatic setback, which the building occupant can program to automatically set back the thermostat twice in 24 hours (4) Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information (5) All gas-fired fan type central furnaces, gas-fired fan type v,all furnaces, and cooking appliances shall be equipped with an intermittent ignition device (6) All fan systems exhausting air to the outside shall be provided with backdraft dampers (7) All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1982 Edition (8) A vapor barrier is required in climate zone 1, 14, and 16 (9) All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration standards and shall be certified and labeled (10) All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped (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, if outside conditioned space, shall be insulated with a minimum of R-3 Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20-1406(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 equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission (15) Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox, a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside of the building, and a tight fitting flue damper with a readily accessible control (16) Insulation used shall comply with California Quality Standards (17) The insulation installer shall post a signed certificate Section 276 Insulation Certificate (All Occupancies) After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title 24, Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter 4, Article 3 The certificate shall state the manufacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the minimum installed weight per square foot consistent with the manufacturer's labeled density for the desired "R" value (18) For infiltration control all openings and penetrations must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires Form ECH 3/5/86 CITY OF CARLSBAD Table 7. Alternative Component Packages, Climate Zone 7 , Building Measure INSULATION R-VALUE MINIMUM Ceiling Wall "Heavy" Wall "Light Mass Wall Slab Floor Perimeter Raised Floor ATTIC3 GLAZING Maximum U-Value Maximum Total Area Z Maximum Total Nonsouth Area Z Minimum Total South Area Z SHADING COEFFICIENT South-facing Glazing West-facing Glazing North-facing Glazing East-facing Glazing THERMAL MASS EQUIVALENT I Slab Floor Exposed7). 8 INFILTRATION CONTROL Continuous Barrier Electrical Outlet Plate Gaskets Air-To-Air Heat Exchanger SPACE HEATING SYSTEM Gas Furnace Seasonal Efficiency Z Heat Pump ACOP Electric Resistance11 SPACE COOLING SYSTEM A/C or Heat Pump SEER WATER HEATING SYSTEM Gas, Heat Pump or Solar with Any Backup I Package Designation A 19 11 2.5 4.C NR 11 NR 1.1 NR 9.6 6.4 NR NR NR NR 50 NR NR NR MIN 2.5 NO IEQ Solar with Gas Backup j B C 30 11 2.5 3.5 7 11 NR .65 14 NA NR NR NR NR NR NR NR NR NR MIN 2.5 NO *EQ 1 i 19 11 2.5 3.5 NR 11 NR 1. 14 NA NR NR NR NR NR NR NR NR NR MIN 2.5 NO IEQ D 30 11 MA NA NR NA REQ .65 20 NA NR NR NR NR NR 25 NR NR NR MIN 2.5 NO EQ 1 E 1 2 314 5 30 11 NA MA NA 19 REQ .65 20 NA NR TO .36 NR NR 5 NR NR NR MIN 2.5 NO *£Q 30 11 2.5 NA NR NR 1EQ .65 20 NR NR NR NR NR NR 25 NR NR NR MIN 2.5 NO REQ I 19 11 2.5 NA NR NR NR 1.1 24' NR NR NR NR NR NR 25 NR NR NR MIN 2.5 NO IEQ 30 11 2.5 NA NR 19 REQ .65 20 NR NR NR NR NR NR 20 NR NR NR MIN 2.5 NO *EQ 19 11 2.5 NA NR 19 NR 1.1 24 NR NR NR NR NR NR 15 NR NR NR MIN 2.5 NO IEQ j 30 11 2.5 NA 7 11 NR .65 NR 8.4 5.6 NR NR NR NR NR NR NR NR YES *EQ I 6 19 11 2.5 NA NR 11 NR .65 NR 9.6 6.4 NR NR NR NR 50 NR NR NR YES IEQ Appendix B B-9 C-70 AC? Table 17. Notes for Tables 1 chrough 16 LEGEND- MR - Not required, N/A - Not applicable, REQ - Required, MIN - Minimum efficiencies required by Section 2-5306 of the regulation. NO - Heating system type not allowed, YES - Heating system type allowed. 3. Whenever an attic is required, it oust cover at least three-quarters (3/4) of the ceiling area over conditioned space and be vented. 7. In alternative component packages which require thermal mass (other than Package A), the specified percentage of mass must be directly exposed to the conditioned space. To determine the floor area directly exposed to the conditioned space. To determine the floor area, count only the first floor in conditioned areas. Uncarpeted first floor areas, such as linoleum or tiled entry ways, kitchens, bathrooms, and utility closets may all be counted towards this requirement. 8. Thermal mass required for Packages E, 1,2,3 and 4 must be either equivalent to a. slab floor covering one-fourth (25 percent) of the floor area with a thickness of at least 2 inches and a volumetric heat capacity of 28 Btu/ft^ °F (see below for surface area of materials examples) or provide the minimum total mass capacity listed in Table 17 of Appendix A (use the Point System to calculate the mass for other materials). Climate Zone 7 Slab Floor Z 15 20 25 4" bride exposed one side 21 28 35 Concrete block 90 pcf block density, grouted 4" 18 24 30 6" 17 22 28 Concrete block 140 pcf block density, solid grouted 4" 14 18 23 6M 13 18 22 11. For Packages 5 and 6 electric resistance and radiant heating systems shall have two or more separately controlled zones in each dwelling unit. DEVELOPMENTAL M H^ H 1200 ELM AVENUE SERVICES WT^i^m CARLSBAD, CA 92008-1969 BUILDING DEPARTMENT ^S^9 <619> «8-5S25 Citp of Cartebab 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 D&tei ?li~\'7 ^) CITY OF CARLSBAD Prep a rfe"<r~Syi 7^ \\vv \\ VALUATION AND PLAN CHECK ^EE PLAN CHECK NO. #7- £o T \-T.^-J BUILDING ADDRESS CM* 4W,c. \i^^ n Bldg. Dept. O Esgil APPLICANT/CONTACT r,«,rJU»* fc . -? \<- Ft PHONE NO. ^^H- 4CCY BUILDING OCCUPANCY R^lv^^ DESIGNER PHONE TYPE OF CONSTRUCTION "£-VA BUILDING PORTION rv. \\ /^"_ f, /o-' <?. r^itov^ U^.W^Vxr^ S,^ri-• . — Air Conditionine Commercial Residential Res. or Conun. Fire Sprinklers Total Value BUILDING AREA - _L&«- /%B*« *^r6^//tf£ ** ?H? 9 r} {& CONTRACTOR VALUATION^MULTIPLIER' j'zxrLl) &f- <?&- *J*r ^^ @ 0 @ PHONE 7 VALUE iii' ^ JiM'"~'' *3tf-~ff*^& Jr-us&t—- &#*?ZC ±~ *uiaj# — / ^/i»*v- 7^" /"; /-j?^ ^^ ?^ ^TT^- Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1) ^&& n Handicapped Regulations (Fee x 1.065) ^j? //hfi^^Building PermitFee$ $ ^M^S^ .OF**-' siI^__^ Plan Check Fee $ $ 3-£-6/. -J&3i COMMENTS >^ IzlU f/ /, ll 8A/82 Who May Prepare Plans Provisions of Assemblyman Condit's bill AB 2313 were amended into SB 790, authored by Senator John Seymour, which has been signed into law and became effective January 1, 1986 (Chapter 1327, Statutes of 1985) This measure contains two important items First, it cleared up a long-standing conflict between the Architects Act and the Engi- neers Act in which one act allowed plans to be prepared by certain individuals, while the other act did not permit this The two acts are now the same The second important item from the bill limits the architectural or engineering services that an unlicensed person may perform The following excerpt from the bill addresses the exceptions to the requirement that a licensed civil engineer or architect must sign plans Section 6737 1 of the Business and Profession Code is amended to read as follows Section 6737 1 (a) This chapter does not prohibit any person from preparing plans, drawings or specifications for any of the following (1) Single-family dwellings of wood-frame construction not more than two stones and basement in height (2) Multiple dwellings containing not more than four dwelling units of wood-frame construction not more than two stories and basement in height However, this paragraph shall not be construed as allowing an unlicensed person to design multiple clusters of up to four dwelling units each to form apartment or condominium complexes where the total ex- ceeds four units on any lawfully divide lot (3) Garages or other structures appurtenant to buildings de- scribed under subdivision (a) of wood-frame construction not more than two stories and basement in height (4) Agricultural and ranch buildings of wood-frame construc- tion, unless the building official having jurisdiction deems that an undue risk to the public health, safety and welfare is involved (b) If any portion of any structure exempted by this section deviates from conventional framing requirements for wood-frame con- struction found in Chapter 25 of the 1985 edition of the Uni- form Building Code or tables of limitation for wood-frame construction as defined by the applicable building code duly adopted by the local jurisdiction or the state, the building official having jurisdiction shall require the preparation of plans, drawings, specifications or calculations for that portion by, or under, the direct supervision of a licensed architect or registered engineer The documents for that portion shall bear the stamp and signatures of the licensee who is responsible for their preparation tn Ulo s * » h ^- ».Vil u rr V NIM IIIooooZ Q 5ta Scc 2 Q Ul CMGOO> <OOnn o §&* U U0) U PLAN CHECK NO. ZONE: ADDRESS o; cu D to DATE PLANNI SCHOOL DISTRICT: SETBACKS: FRONT TYPE OF PROJECT AND USE: SAN DIEGUITO ENCINITAS Oil SIDE CARLSBAD SAN MARCOS REAR DISCRETIONARY ACTIONS: REDEVELOPMENT PERMIT REQUIRED: LANDSCAPE PLAN COMMENTS: Q_ ENVIRONMENTAL REQUIRED- COASTAL PERMIT REQUIRED^, YES ADDITIONAL COMMENTS: OK TO ISSUE: ENGINEERING LEGAL REQUIREMENTS LEGAL DESCRIPTION VERIFIED? EASEMENTS:_ EDU'ff | O APN RIGHT-OF-WAY: DRAINAGE: OK. &Q. d^iv*^ IMPROVEMENTS t M^lMiA F«ELD CHECK DATE & INITIALS: PERMITS REQUIRED GRADING OK. DRIVEWAY: GRADING COMPLETION CERTIFIED INDUSTRIAL WASTE: FEES REQUIRED PARK-IN-LIEU QUADRANT ,' FEE PER UNIT. TRAFFIC IMPACT FEE PER UNIT: TOTAL FEE:_ TOTAL FEE: FACILITIES MGMT. FEE: SEWER FEE (CONNECTION) . BRIDGE 4 THOROUGHFARE EEE: SEWER LATERAL:* ADDITIONAL COMMENTS yv\5 Itf ^^ ; c(0 DL OiC •5 5 QQ In Progress•D 0)+-i(U a EOU (U^raa /i/l^ /^r Itt^Ml M2.7/8Y ^^/ ' OK TO ISSUE: "5x^v__— DATE: J /Z/&7 DPD2:DPD6:10/24/86 058 08 RZ 3/28/84 VH/dr Att-acrraen rl. f .ci i.ate Zones DROUILHET RESIDENCE /25y CYNTHIA LANE CARLSBAD, CA 92008 COMPLIANCE CHECKLIST For Low-Rise Residential Buildings (excipt hotels and motels) Sttp I Enter on the fora the values for each measure from your buildtng plan and specifications sheet FO™ 2 (««ut<i 3/5453 9. 7 .„< ifi Step 2 Enter points on this page while working through the point system 0 ft , Deoth 0 Building Shell, •Total Floor Area 1. S1ab-on-Ground, Perimeter 2 Raised Floor R-Value 3 Celling Insulation or Construction Assemoly Attic, Percent of Roof Over Conditioned Space 0 4. Hall Insulation or Construction Assembly Meisurg Points 1 550 ft2 0 "Oft"HF Glazing, Total I Floor Area S. North-Facing 3 8I6 East-Facing jb Ut 7 South-Facing £.' Ol 8. West-Facing _b__ y_S 9. Skylight. "375"* -"#"ft 2 nole ~'t, -? 'ft2 10. Shading Coefficient (excluding overhang) a. East b South c. West d. Skylight 11 Horizontal South Overhang Length 12. Movable Insulation ". Floor Area 13 Infiltration (indicate Standard Medium or Tignt) 14 Thermal Mass Exterior Wall Thermal Mass Area, Heat Capacity, R-Value Interior Thermal Mass Area, Heat Capacity, R-Value . . HVAC System** 15 Has Furnace (Seasonal Efficiency) •Heat Pump (Energy Efficiency Ratio) •Refrigeration Cooling (Seasonal Energy Efficiency Ratio) 16 Active Solar (Net Solar fraction, '.} 17. Zonally Controlled Electric Resistance Space Heating Domestic Water Heating"* stcT -8-~0~"IT" -fl- HC, 3-0 ft2. _ 523ft2, 2 56ac, a- 007 +8 71 SE (Yes/No) 18. Solar With Gas 3acku-p (Net Solar Fraction, i) 19. Other Water Heating (Describe type) nac -FiroH -t-anl-1 OSQ NA Point System Compliance Total header _0 Jl -7 *Cn«clil ist items, not a point system measure ••Attach documentation for efficiencies and NSr Goal is - 9 The Power The New THER The Tankless Heater That Can Cut Hot Water Costs in Hail! ® New "DV" Model needs no chimney' © Savings up to 50% of hot water heating costs © Supplies continuous hot water ON DEMAND No limited tanks to "run out' © Eliminates the heating/cooling cycles normally associated with storage tank systems ® Solid copper water-carrying heat exchangers No rust No "glass" or epoxy coatings needed NO LEAKS' ® Easy service and installation ® AGA (American Gas Association) Design Certified © Full thermostatic modulation — constant temperature automatically maintained @ Comprehensive limited lifetime warranty/ owners rebuilding plan • Fast pay back (as little as 24 months) — after which HOMEMASTER goes on saving year after year after year' ® Exclusive "Variable Venturi" Thermostat maintains output temperature NOW — TWO MODELS TO CHOOSE FROM Traditionally Vented Or New, Direct Vent, Flueless Model' Hot Water heated in storage tanks can cost an average homeowner hundreds of dollars a year' Thermar Tankless units do NOT store heated water They create hot water ON DEMAND-as needed and for as long as needed Since they have no tank to leak or run out they will provide hot water continuously — shower after shower Storage tanks cycle on and off 24 hours a day - (even when there s no one home) - in order to keep the stored water hot waiting for use Thermar heaters do not use energy unless water is DEMANDED - and thus eliminate altogether the stand by losses inherent in all tank design Enjoy hot water economically, continuously — for your entire household The most Powerful Instant Tankless we make HOME- MASTER is designed to service the needs of an active household A magnificent engineering achievement this new model boasts stainless steel burner arrays and solid copper heat-transfer tubing In total the unit is capable of an incredible efficiency level of 78% A highly sophisticated monitoring package is incorporated into the burner mech- anism and constantly measures the output demand re quired of the heater As flow is increased (faucets opened) the system automatically feeds more gas to tne burners (within the rated range, of course) to increase the heat input as demand is increased Thermocouple safety module will shut down entire system if gas supply is cut off All this is built into a package hardly larger than an overnight luggage case (just 34 inches high') Design is so handsome and compact unit can be mounted with pride almost anywhere — even matches modern kitchen cabinets You owe it to yourself to realize the savings the THERMAR Tankless de mand system offers you NOW1 Available now in regular model using traditional chimney flue — or new Direct Vent System — that needs no chimney1 "DV" models can be mounted on almost any outside wall — are completely "room sealed" — draw combustion air from and exhaust directly to the outdoors using special vent kit we supply AGA Design Certified' >TM NEW AUTOMATIC THERMOSTATIC — For perfectly controllec output water tempera ture Allows unit to be used as a Booster for solar or other applications EXCLUSIVE FLAME MONITOR — actually adjusts flame size automatically as water de mand varies AUTOMATIC GAS SHUT OFF VALVE — Au lOrnaticaliy shuts of! gas flow if overheating occurs HEATING UNIT — Solid copper heat ex changer — only solid brass or copper comes into contact with moving water No rust — no leaks VENTUFil AUTOMATIC VALVE — Insures that gas will flow only when water is being drawn through unit Your Suarantee Of Long Life. WATER CONNECTIONS — ^ NPT male Minimum recommended pipe size is '-'2 I D NOMINAL HEAT OUTPUT — 22 7 KW (78 000 BTU/Hr) GAS SUPPLY — %" NPT female connection INSTALLATION — To be in accordance with relevant safety standards Clearances Above—13 Sides — 2' Below — 6' APPROVAL — Design certified by the Amer ican Gas Association Tested to A N S I 221 103(AB) FINISH — White acrylic enamel case Plastic control buttons WATER SUPPLY — % male connections — minimum pressure 5 PSI maximum pressure 150 PSI NOMINAL HEAT INPUT — 30 3 KW (100 000 BTU/Hr) GAS CONTROL AND BURNER ASSEMBLY — Incorporates fourteen powerful preci sion made stainless steel burners Control section is designed to be quickly and easily removed for fast efficient servicing FLAME FAILURE CONTROL/PIEZO IG NITER — Incorporates piezo spark systems to ignite pilot without need for matches bat tenes or electricity GAS PRESSURE REGULATOR — Built in pressure regulator maintains flow of gas at precisely right pressure FULL THERMOSTATIC MODULATION — Constant temperature automatically maintained HOMEMASTER DIRECT VENT Mode':-) C\ 200 and DV 200 !_P are room sealed to clow co nouition nic AND vent directly through outside wall : f L_ 1Q1/2 —| HOMEMASTER DELUXE Conventionally flued— models TL 200 and TL 200 LP Side View TT" 16'/2 5 DIA FLUE HOT OUTLET | 33Vs Siandarc vent kit aa/usts to wall thicknesses of 4 to i VENT KITS AVAILABLE UP TO 24 I 10'/i j - L J-j L J GAS INLET COLD INLET Tempe, 90 F 80 F 70 F 60 F ' i 50 F I 40 F I HOMEMASTER Automatic Burner Operating Range •alure Rise 8 GPM »-_• 19GPM Example if incoming water temp is 60°F — Heater will provide a constant 140°F outlet temperature from 8 GPM to 1 9 GPM 10 15 20 Water Flow/Gallons Per Minute 25 PERFORMANCE | SPECIFICATIONS BTU INPUT 100000 BTU/HR BTU OUTPUT 78 000 BTU/HR CONTROLS OPERATION Thermostatically Modulating MINIMUM BTU INPUT Less Than 10000 BTU/HR TEMP ADJUSTMENT RANGE 120°F to 140°F MINIMUM GAS SUPPLY PRESSURE 6 W C NG 10" WC LP IGNITION Standing Pilot 375 BTU/HR SAFETY HIGH LIMIT 197°F Nominal BURNERS Stainless Steel HEAT EXCHANGER Copper Fin Tube Type \ WATER CONTROL ASSEMBLY Solid BrassCONSTRUCTION DRAFT DIVERTER Aiumimzed steel } FRAME AND CASE ASSEMBLY Epoxy Enamel Coated Steel SPECIFICATIONS I OVERALL ASSEMBLY Modularized construction WATER FLOW REGULATION Adjustable Water Throttle VENTING CONVENTIONAL 5 'Connection to B1 Vent VENTING DIRECT Balanced Flue Through Side Wall SPECIFICATIONS . , MODEL HOMEMASTER DELUXE HOMEMASTER DELUXE DIRECT VENT TYPE GAS Natural Propane Natural Propane MODEL NO TL200 TL200LP DV200 DV200LP SHIP WT Lbs - 49 59 Kg 22 27 INPUT PER HOUR BTU 100000 100000 KWH 303 303 DIMENSIONS Height In 33% 29% MM 854 746 Width In 16'/2 16V2 M M 419 419 De In ,10'/2 10Vi pth M M 267 ' 267 Calculations shown are exarnoies only Your savings may be greater or less than those indicated Fuel costs are estimated national averages at time of publication ::-v:c:-.- DP :j^:cr, osis THERIKIAR J THOMAS WILSON Structural Engineer * 445 Eviration Date 9/30/88 J) roLS/ // j 2 a f 13 Uo £ 7 /. 7 2-, f / 7 / & /C /£ TT % L. :'* /.< •/•// '•- y?,.- n 11 r *W jot? J__J Vx/ 2 oo-* p- ™- z. 6 v 13 2 ..£^-D 10 .1. It. UJ ~ /* <- i-L /, i':-.;•' // if- i./ / •"/6 / J <? 3 o % f -40 S/at- 5 .&: 6' 5 -3~/f// M- tots3-- 7,r<>" _ _r Y -i. •* /1. f 2 -2r -- -?-£)/1 S1 - -^2^ lo // - "sT =; ^±2 "± cs _,- _C I*? > (, ^ V 70 -V-/a y ~j, a i-o . /z //o /g _ , J^ ^ re*S<? VJ.'e/f* -fir- f > / ; ^ //<? ^/.=> b /£ S f> \•* /o ' 058 08 R2 3/28/84 VH/dr Attachment C DROUILHET RESIDENCE Fora 2 CYNTHIA LANE r1J (Revised 3/84) CARLSBAD, CA 92008 CllMta Zones l' 3' 5> 7> 4nd 18 COMPLIANCE CHECKLIST For Low-Rise Residential Buildings (except hotels and motels) Step I Enter on the form the values for each measure from your building plan and specifications sheet Step 2 Enter points on this page while working through the point system Building Shell Measure •Total Floor Area • /. -. 1. Slab-on-Ground, Perimeter u ft , Depth _^ in 2 Raised Floor R-Value 3. Celling Insulation or Construction Assembly Attic, Percent of Roof Over Conditioned Space _0 t 4 Wall Insulation or Construction Assembly Points Glazing, Total J Floor Area 3 85. 6 7 8. 9. 10 11 12. 13. 14 North-Facing East-Facing South-Facing West-Facing Skylight X~5~TJl ~?~0"l ~5~TTS "375"» ft ft* ft; ft; ft* Triple ft ft Shading Coefficient (excluding overhang) a. East b South, c. West d Skylight Horizontal South Overhang Length Movable Insulation, *. Floor Area _ Infiltration (mdicate'Standard, Medium or Thermal Mass Exterior Wall Thermal Mass Area, Heat Capacity, R-Value Interior Thermal Mass Area, Heat Capacity, R-Value . . HVAC System** 15 Gas Furnace (Seasonal Efficiency) •Heat Pump (Energy Efficiency Ratio) •Refrigeration Cooling (Seasonal Energy Efficiency Ratio) 16 Active Solar (Net Solar Fraction, 5) 17 Zonally Controlled Electric Resistance Space Heating Domestic Water Heating** 18. Solar With Gas Backup (Net Solar Fraction, 19. Other Water Heating (Describe type) gas 0 ft2 HC, R- 71 S£ ~NF"E£R SEER (Yes/No)NO -8- 523 ft2, 2 56nc, R- 007 +8 Point System Compliance Total NA INSF 0 tanklsss instant -7 •Cneckl 1st items, not a point system measure ••Attach documentation for efficiencies and NSF Goal is - 9 0 ,•?•*** SITE PREPARATION AND FOUNDATION RECOMMENDATIONS RESIDENCE YNTHIA LANE CARLSBAD, CALIFORNIA 5JS me lft)|2p m\m ^ SITE PREPARATION AND FOUNDATION RECOMMENDATIONS CYNTHIA LANE RESIDENCE 1345 CYNTHIA LANE CARLSBAD, CALIFORNIA PREPARED FOR DCC 2892 Jefferson Street Carl sbad, California 92008 PREPARED BY. Southern California Soil 4 Testing, Inc, Post Office Box 20627 6280 River dale Street San Diego, California 92120 SOUTHERN CALIFORNIA SOIL i. 'J fl D a i V <: R D A L L 5 T SAN D I E H Q ^ A L I F 9 21 2 H T 1. L b" :' a G •; 3 2 1 6 7 a ENTERPRISE; sr ESCONDIDO CALIF AND TESTING INC ,P n E1OX 2DGZ7 SAN DIEGO CALIF 921ZO 92DZ5 TELE 746 4544 January 30, 1987 DCC 2892 Jefferson Street Carlsbad, California 92008 SCSST 8721003 Report No 1 ATTENTION Mr Joe Sandi SUBJECT Site Preparation and Foundation Recommendations, Cynthia Lane Residence, Adjacent and West to 1345 Cynthia Lane, Carlsbad, Cal iform a Gent! emen In accordance with your request, we are providing herein site preparation and foundation recommendations for the subject project PROJECT DESCRIPTION It is our understanding that the site will be developed to receive a two story residential structure of wood-frame construction Shallow foundations and conventional siab-on-grade floor systems are anticipated Grading will be minor and for drainage purposes. SOUTHERN CALIFORNIA S D I L AND TESTING I N C SCS&T 8721003 January 30, 1987 Page 2 SITE DESCRIPTION The subject site is located adjacent and west to 1345 Cynthia Lane in the City of Carlsbad, California. The near flat-lying site is presently vacant The rectangular shaped lot has approximately 60 feet of frontage to the south along Cynthia Lane and extends approximately 140 feet to the north The property is otherwise bounded to the west by a vacant lot and to the north and east by residential structures The western half of the area to be developed (south half of the lot) is depressed by up to 3 5 feet from the remainder of the site (see attached Plate Number 1) SOIL DESCRIPTION As exposed in two hand dug test pits (maximum depth three feet), the site is covered by a layer of loose to medium dense, humid moist, red-brown and brown, silty sandy topsoil/fill The layer ranges in depth from one foot to 1 5 feet This material is subsequently underlain by terrace deposits consisting of medium dense, humid moist, red-brown silty sand. Fill soils up to two feet deep comprise the western side of the existing cut slope previously described (see Plate Number 1) An expansion index test was performed on a representative sample of the foundation soils. The test results are presented on Plate Number 2 and indicate a nonexpansive foundation soil condition A single point consolidation test preformed on an undisturbed sample of terrace deposits The test results are presented on Plate Number 3 and indicate a moderately compressible condition upon saturation CONCLUSIONS AND RECOMMENDATIONS GENERAL No geotechnical conditions were found which will preclude site development as presently proposed. The site is underlain by a relatively thin mantle of compressible topsoil/fill deposits This material is considered unsuitable, in its present condition, for the support of settlement SCSAT 8721003 January 30, 1987 Page 3 sensitive improvements and will require removal and replacement as compacted fill If this material is not densified, special foundation consideration will be required Recommendations for both alternatives are provided herein The underlying terrace deposits were found to be moderately compressible upon saturation This condition will require increase foundation reinforcement The expansive characteristics of the prevailing foundation soils were found to be nonexpansive Provided herein are foundation recommendations reflecting this condition GRADING SITE PREPARATION If conventional foundations are preferred, site preparation should begin with the removal from the site of any deleterious matter and/or vegetation Existing topsoil/fill deposits underlying settlement sensitive improvements (driveways and exterior slabs included) should be removed to firm natural ground This is defined as soil having an in-place density of at least 85 percent as determined in accordance with ASTM D-1557-78 Method A or C The bottom of the excavation, should be scarified to a depth of 12 inches, watered thoroughly and recompacted to at least 90 percent The material removed should then be placed in thin compacted layers until desired elevations are reached Minimum horizontal distance of removal is five feet beyond the perimeter of the improvements or to property line, whichever is less. SURFACE DRAINAGE- It is recommended that all surface drainage be directed away from the proposed structures and the top of slopes. Ponding of water should not be allowed adjacent to foundations EARTHWORK. All earthwork and grading contemplated for site preparation should be accomplished in accordance with the attached Recommended Grading Specifications and Special Provisions All special site preparation recommendations presented in the sections above will supersede those in the Standard Recommended Grading Specifications. All embankments, structural fill and fill should be compacted to at least 90% relative compaction at or slightly over optimum moisture content Utility trench backfill within 5 SCSS1 8721003 January 30, 1987 Page 4 feet of the proposed structures and beneath asphalt pavements should be compacted to minimum of 90% of its maximum dry density. The maximum dry density of each soil type should be determined in accordance with A S T M Test Method D-1557-78, Method A or C FOUNDATIONS A) EXISTING LOOSE SURFICIAL TO REMAIN UNDISTURBED GENERAL: Shallow foundations may be utilized for the support of the proposed structure The footings should have a minimum depth of 18 inches below lowest adjacent finish grade and extend at least six inches into firm natural ground Based on our findings, maximum footing depth may be 3 5 feet A minimum width of 12 inches and 24 inches is recommended for continuous and isolated footings, respectively A bearing capacity of 1000 psf may be assumed for said footings This bearing capacity may be increased by one-third when considering wind and/or seismic forces. REINFORCEMENT: Both exterior and interior continuous footings should be reinforced with one #5 bars positioned near the bottom of the footing and one #5 bars positioned near the top of the footing This reinforcement is based on soil characteristics and is not intended to be in lieu of reinforcement necessary to satisfy structural considerations INTERIOR CONCRETE SLABS-ON-GRADE: Interior concrete slabs-on-grade should have a minimum, actual thickness of six inches and be underlain by a four-inch blanket of clean poorly graded coarse sand or crushed rock The slab should be reinforced with No 3 reinforcing bars placed at 12 inches on center each way The bars should be extended 12 inches into the footings Where moisture sensitive floor coverings are planned, a vi squeen barrier should be placed on top of the sand layer. A two-inch-thick layer of clean sand should be placed over the vi squeen to allow proper concrete curing. SCSAT 8721003 January 30, 1987 Page 5 EXTERIOR SLABS-ON-GRADE: Exterior slabs should have a minimum thick- ness of four inches Walks or slabs five feet in width should be reinforced with 6"x6"-Wl 4xWl 4 (6Mx6"-10/10) welded wire mesh and provided with weakened plane joints Any slabs between five and ten feet should be provided with longitudinal weakened plane joints at the center line Slabs exceeding ten feet in width should be provided with a weakened plane joint located three feet inside the exterior perimeter as indicated on attached Plate Number 4 Both traverse and longitudinal weakened plane joints should be constructed as detailed in Plate Number 4 Exterior slabs adjacent to doors and garage openings should be connected to the footings by dowels consisting of No 3 reinforcing bars placed at 18-inch intervals extending 18 inches into the footing and the slab POST-TENSIOHED FOUNDATIONS: Post-tensi oned foundations may be utilized for the support of the proposed structure Recommendations for this alternative should be provided by the project structural engineer B) EXISTING LOOSE SURFICIAL SOILS DENSIFIED GENERAL- Shallow foundations may be utilized for the support of the proposed structures The footings should have a minimum depth of 18 inches A minimum width of 12 inches and 24 inches is recommended for continuous and isolated footings, respectively A bearing capacity of 2000 psf may be assumed for said footings. This bearing capacity may be increased by one-third when considering wind and/or seismic forces. REINFORCEMENT: Both exterior and interior continuous footings should be reinforced with one #5 bar positioned near the bottom of the footing and one #5 bar positioned near the top of the footing. This reinforcement is based on soil characteristics and is not intended to be in lieu of reinforcement necessary to satisfy structural considerations SCS&T 8721003 January 30, 1987 Page 6 CONCRETE SLABS-ON-GRADE: Concrete si abs-on-grade should have a thickness of four Inches and be underlain by a four-inch blanket of clean poorly graded coarse sand or crushed rock The slab should be reinforced with No 3 reinforcing bars placed at 36 inches on center each way A 6"x6"-Wl 4xWl 4 welded wire mesh may be used in lieu of the rebars However, it is imperative that the mesh be placed approximately at the middle of the slab Where moisture sensitive floor coverings are planned, a visqueen barrier should be placed in the middle of the sand layer, LIMITATIONS The recommendations and opinions expressed in this report reflect our best estimate of the project requirements based on an evaluation of the subsurface soil conditions encountered at the subsurface exploration locations and the assumption that the soil conditions do not deviate appreciably from those encountered It should be recognized that the performance of the foundations and/ or cut and fill slopes may be influenced by undisclosed or unforeseen variations in the soil conditions that may occur in the intermediate and unexplored areas Any unususal conditions not covered in this report that may be encountered during construction should be brought to the attention of tne soils engineer so that he may make modifications if necessary In addition, this office should be advised of any changes in the project scope or proposed site grading so that it may be determined if the recommendations contained herein are appropriate This should be verified in writing or modified by a written addendum If you have any questions regarding this report please contact our office Respectfully submitted, SOI/fijERN CALIFOCNIA/40 STING,, INC Daniel B Adler, R C E. #36QS7 DBA mw cc (4) Submitted (1) SCS&T, Escondido APPROXIMATE LIMITS OF FILL LEGEND O PIT TEST LOCATION PROPOSED LIMITS OF FILL P1 CYNTHIA LANE 0 10 20 30 SOUTHERN CALIFORNIA SOIL ft TESTING,INC. Cynthia Lane Residence BY DBA JOB NUMBER 8721003 DATE 1-30-87 Plate No 1 -flarjK-^^ V EXPANSION INDEX TEST Initial Moisture Content 7 0 % Initial Dry Density 121 1 pcf Final Moisture Content 11 7 % Normal Stress 144.7 psf Expansion Index 0 CLASSIFICATION OF EXPANSIVE SOIL EXPANSION INDEX POTENTIAL EXPANSION 1-20 very low 21-50 low 51-90 medium 91-130 high Above 131 very high SCSST 8721003 January 30, 1987 Plate Number 2 SINGLE POINT CONSOLIDATION TEST RESULT SAMPLE NUMBER - INITIAL MOISTURE, % - INITIAL DENSITY, PCF - % CONSOLIDATION AFTER WATER ADDED - % CONSOLIDATION BEFORE WATER ADDED - FINAL MOISTURE, % - AXIAL LOAD, KSF P2@2' 5 0 109 7 2 5 4 2 14 4 2 58 SOUTHERN CALIFORNIA SOIL 4 T13TINQ,INC. Cvnthia Lane Reside • Y DBA JOB NUMBER 8721003 nee DATE 1-30-87 Plate No 3 3' ^^*\^ WEAKENED PLANb JOINTS ^ \ \ 10' -**. ^TRANSVERSE WEAKENED PLANE JOINTS 6' ON CENTER (nAX.) 3' W W/2 ^ iW/2 \ S'-IO' SLALS EXCESS OF 10 FEET IN MDTH SLABS 5 TO 10 FEET IN WIDTH PLAN h . T , S , \ U/4 \ V 0 0 WMMH-HBW ' ' \ 1 — p o _ J./ 8 IU 1/4 JOINT SEALER \ V-T„ ^ A O i \ O U O \\ i \ \\ \ \6"x6"-10/10 WWM 18" „ STRIP IN ADDITION 6"x6"-10/10 WWM CONTINUOUS DETAIL-WEAKENED PLANE JOINT N.T.S, SOUTHERN CALIFORNIA BOIL & TESTING , INC. • ••O RIVKRDALK «TBB«T • AN oimaa CALIFOOMIA •Biao Cynthia Lane Residence BY DBA JOB NO 8721003 DATE 1-30-87 Plate No 4 i^^^^ I APPENDIX A SOUTHERN CALIFORNIA SOIL Si TESTING, INC. CYNTHIA LANE RESIDENCE, 1345 CYNTHIA LANE, CARLSBAD RECOWENDED GRADING SPECIFICATIONS - GENERAL PROVISIONS GENERAL INTENT The intent of these specifications is to establish procedures for clearing, compacting natural ground, preparing areas to be filled, and placing and compacting fill soils to the lines and grades shown on the accepted plans The recommendations contained in the preliminary geotechmcal investigation report and/or the attached Special Provisions are a part of the Recommended Grading Specifications and shall supersede the provisions contained hereinafter in the case of conflict These specifications shall only be used in conjunction with the geotechmcal report for which they are a part No deviation from these specifications will be allowed, except where specified in the geotechmcal soil report or in other written communication signed by the Soil Engineer OBSERVATION AND TESTING Southern California Soil and Testing, Inc , shall be retained as the Soil Engineer to observe and test the earthwork in accordance with these specifications It will be necessary that the Soil Engineer or his representative provide adequate observation so that he may provide an opinion that the work was or was not accomplished as specified It shall be the responsibility of the contractor to assist the soil engineer and to keep him appraised of work schedules, changes and new information and data so that he may provide these opinions In the event that any unusual conditions not covered by the special provisions or preliminary soil report are encountered during the grading operations, the Soil Engineer shall be contacted for further recommendations If, in the opinion of the Soil Engineer, substandard conditions are encountered, such as, questionable or unsuitable soil, unacceptable (R-10/85) SCSAT 8721003 January 30, 1987 Appendix, Page 2 j I moisture content, inadequate compaction, adverse weather, etc , ; construction should be stopped until the conditions are remedied or t corrected or he shall recommend rejection of this work ! (R-10/85) Test methods used to determine the degree of compaction should be performed f in accordance with the following American Society for Testing and Materials i test methods | Maximum Density & Optimum Moisture Content - A S.T M D-1557-78 [ Density of Soil In-Place - A S T M D-1556-64 or A S T M D-2922. \ All densities shall be expressed in terms of Relative Compaction as j determined by the foregoing A. S T.M testing procedures. ; i f PREPARATION OF AREAS TO RECEIVE FILL jt-t: All vegetation, brush and debris derived from clearing operations I shall be removed, and legally disposed of All areas disturbed by site [. grading should be left in a neat and finished appearance, free from ffunsightly debris ; After clearing or benching, the natural ground in areas to be filled shall r be scarified to a depth of 6 inches, brought to the proper moisture f; content, compacted and tested for the minimum degree of compaction in the |, Special Provisions or the recommendation contained in the preliminary 1; geotechnical investigation report All loose soils in excess of 6 inches [ thick should be removed to firm natural ground which is defined as natural | soils which possesses an in-situ density of at least 90% of its maximum dry | density [ :f When the slope of the natural ground receiving fill exceeds 20% (5 I horizontal units to 1 vertical unit), the original ground shall be stepped I iit-i.,.. SCS&T 8721003 January 30, 1987 Appendix, Page 3 or benched Benches shall be cut to a firm competent soil condition. The lower bench shall be at least 10 feet wide or 1 1/2 times the the equipment width which ever is greater and shall be sloped back into the hillside at a gradient of not less than two (2) percent All other benches should be at least 6 feet wide The horizontal portion of each bench shall be compacted prior to receiving fill as specified herein for compacted natural ground Ground slopes flatter than 20% shall be bencned when considered necessary by the Soil Engineer. Any abandoned buried structures encountered during grading operations must be totally removed All underground utilities to be abandoned beneath any proposed structure should be removed from within 10 feet of the structure and properly capped off. The resulting depressions from the above described procedures should be backfilled with acceptable soil that is compacted to the requirements of the Soil Engineer. This includes, but is not limited to, septic tanks, fuel tanks, sewer lines or leach lines, storm drains and water lines Any buried structures or utilities not to be abandoned should be brought to the attention of the Soil Engineer so that he may determine if any special recommendation will be necessary. All water wells which will be abandoned should be backfilled and capped in accordance to the requirements set forth by the Soil Engineer. The top of the cap should be at least 4 feet below finish grade or 3 feet below the bottom of footing whichever is greater The type of cap will depend on the diameter of the well and should be determined by the Soil Engineer and/or a qualified Structural Engineer FILL MATERIAL Materials to be placed in the fill shall be approved by the Soil Engineer and shall be free of vegetable matter and other deleterious substances Granular soil shall contain sufficient fine material to fill the voids (R-10/85) ':.",...„ SCS4T 8721003 January 30, 1987 Appendix, Page 4 The definition and disposition of oversized rocks, expansive and/or detrimental soils are covered in the geotechnical report or Special Provisions Expansive soils, soils of poor gradation, or soils with low strength characteristics may be thoroughly mixed with other soils to provide satisfactory fill material, but only with the explicit consent of the soil engineer Any import material shall be approved by the Soil Engineer before being brought to the site PLACING AND COMPACTION OF FILL Approved fill material shall be placed in areas prepared to receive fill in layers not to exceed 6 inches in compacted thickness Each layer shall have a uniform moisture content in the range that will allow the compaction effort to be efficiently applied to achieve the specified degree of compaction Each layer shall be uniformly compacted to a minimum specified degree of compaction with equipment of adequate size to economically compact the layer Compaction equipment should either be specifically designed for soil compaction or of proven reliability. The minimum degree of compaction to be achieved is specified in either the Special Provisions or the recommendations contained in the preliminary geotechnical investigation report When the structural fill material includes rocks, no rocks will be allowed to nest and all voids must be carefully filled with soil such that the mini mum degree of compaction recommended in the Special Provisions is achieved The maximum size and spacing of rock permitted 1n structural fills and in non-structural fills is discussed in the geotechnical report, when applicable Field observation and compaction tests to estimate the degree of compaction of the fill will be taken by the Soil Engineer or his representative. The location and frequency of the tests shall be at the Soil Engineer's (R-10/85) SCSST 8721003 January 30, 1987 typendix, Page 5 discretion When the compaction test indicates that a particular layer is less than the required degree of compaction, the layer shall be reworked to the satisfaction of the Soil Engineer and until the desired relative compaction has been obtained Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compaction by sheepsfoot rollers shall be at vertical intervals of not greater than four feet. In addition, fill slopes at ratios of two horizontal to one vertical or flatter, should be trackrolled Steeper fill slopes shall be over-built and cut-back to finish contours after the slope has been constructed Slope compaction operations shall result in all fill material six or more inches inward from the finished face of the slope having a relative compaction of at least 90% of maximum dry density or that specified in the Special Provisions section of this specification The compaction operation on the slopes shall be continued until the Soil Engineer is of the opinion that the slopes will be stable in regards to surficial stability Slope tests will be made by the Soils Engineer during construction of the slopes to determine if the required compaction is being achieved. Where falling tests occur or other field problems arise, the Contractor will be notified that day of such conditions by written communication from the Soil Engineer or his representative in the form of a daily field report If the method of achieving the required slope compaction selected by the Contractor fails to produce the necessary results, the Contractor shall rework or rebuild such slopes until the required degree of compaction is obtained, at no cost to the Owner or Soils Engineer. (R-10/85) SCS4T 8721003 January 30, 1987 Appendix, Page 6 CUT SLOPES The Engineering Geologist shall inspect cut slopes excavated in rock or 1 Unified formational material during the grading operations at intervals determined at his discretion If any conditions not anticipated in the preliminary report such as perched water, seepage, lenticular or confined strata of a potentially adverse nature, unfavorably inclined bedding, joints or fault planes are encountered during grading, these conditions shall be analyzed by the Engineering Geologist and Soil Engineer to determine if mitigating measures are necessary. Unless otherwise specified in the geotechnical report, no cut slopes shall be excavated higher or steeper than that allowed by the ordinances of the controlling governmental agency. ENGINEERING OBSERVATION Field observation by the Soil Engineer or his representative shall be made during the filling and compacting operations so that he can express his opinion regarding the conformance of the grading with acceptable standards of practice The presence of the Soil Engineer or his representative or the observation and testing shall not release the Grading Contractor from his duty to compact all fill material to the specified degree of compacti on SEASON LIMITS Fill shall not be placed during unfavorable weather conditions. When work is interrupted by heavy rain, filling operations shall not be resumed until the proper moisture content and density of the fill materials can be achieved Damaged site conditions resulting from weather or acts of God shall be repaired before acceptance of work. (R-10/85) ^uB^M^yv^^ SCS4T 8721003 January 30, 1987 typendix, Page 7 RECOMMENDED GRADING SPECIFICATIOHS - SPECIAL PROVISIONS The minimum degree of compaction to be obtained in compacting natural ground, in the compacted fill, and in the compacted backfill shall be at least 90 percent Detrimentally expansive son is defined as soil which will swell more than 3 percent against a pressure of 150 pounds per square foot from a condition of 90 percent of maximum dry density and air dried moisture content to saturation, or by a soil having an expansion index greater than 30 Oversized fill material is defined as rocks or lumps over 6 inches in diameter At least 40 percent of the fill soils shall pass through a No. 4 IJ S Standard Sieve TRANSITION LOTS' Where transitions between cut and fill occur within the proposed building pad, the cut portion should be undercut a minimum of one foot below the base of the proposed footings and recompacted as structural backfill In certain cases that would be addressed in the geotechmcal report, special footing reinforcement or a combination of special footing reinforcement and undercutting may be required. (R-10/85) GORDON M. BIZIEFF PLANNING/DESIGN/DEVELOPMENT November 9, 1987 City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009-4859 ATTN BUILDING DEPT RE 1334 CYNTHIA LANE/DROUILHET RESIDENCE Interior continuous footing and retaining wall is approved in lieu of oier footings as requested by the contractor Si nee rely, Cordon M RMB cr 2892 Jefferson St P 0 Box 2143 • Carlsbad CA 92008 • (619) 434-4554 2075 LAS PALMAS DRIVE CARLSBAD CA 92009 4859 TELEPHONE (619) 4381161 City of Cartebab DEVELOPMENT PROCESSING SERVICES DIVISION February 19, 1987 NEW SCHOOL FEES To Whom It May Concern School districts in Carlsbad began collecting fees on residential, commercial and industrial projects in Carlsbad effective January 2, 1987 This was due to a change in State law Please fill out the enclosed form and take it to the appropriate school district Once you have paid the school fee, a school official has signed the school fee form, and all other plan check requirements have been met, a building permit can be issued The City of Carlsbad will not issue any building permit without a completed school fee form RAYMOND A MILLEF Manager RAM cj Enclosures 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 Citv of Carlsbad Building Department SCHOOL DISTRICT Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92008 (457-4985) Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944-4306) c c San Marcos Unified 270 West San Marcos Blvd San Marcos, CA 92069 (744-4776) San Dieguito Union High School 625 North Vulcan Encinitas, CA 92024 (753-6491) APN .330 _Project Applicant Project Address / RESIDENTIAL SQ FT of living area /<£~i$~~C> Number of dwelling units SQ FT of covered area COMMERCIAL/ INDUSTRIAL SQ FT AREA -ji^* n / / Prepared By G_^A V^L _ SQ FT of garage area Date / FEE CERTIFICATION (To be completed by the School District) iiX Applicant has complied with f eePrequiremejnt under Governnent Code 53080 -c^- (a\a^|^'5 C^JiSL tvXhcvjWjoJ ^ecfii ^V j 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 $ based on based on sq ft @ sq ft @ istrict Official itle Date AB 2926 and SB 201 fees are capped at $1 50 per square foot for residential AB 2926 is capped at $ 25 per square foot for commercial/industrial ^CARLSBAD UNIFIED SCHOOL DISTRICT D CARLSBAD HIGH SCHOOL D VALLEY JUNIOR HIGH SCHOOL RECEIVE£kFR< RECEIPT NO FOR r- USE OF S< USE OF SCHOOL BUS DAMAGE TO SCHO DAMAGED OR LOS SALE OF SURPLUS INCOME Off ABATEMENT G CHARGE TO ACCOUNT NO _i - Q ^ ' ' - & I^SJ S~~ la-O ^ \-Oox^£i5>< -'AGILITIES/RENTALS BUS DOL PROPERTY 3T BOOKS 3d black V S S S s i^o"^" \ 4- A. RFIrtjJRIIRfcFMPNT.^ S'CV(S0\ ^2J2_5" TELFPHONF COMMISSIONS INSHRANCF Cl AIMS RFIMRURSFMFNTS t " ' =• <s 3-. ^\"^i 0 $ $ S (EMPLOYEES) TOTAL RECEIVED CASH I I CHECK RECEIVED BY RECOR WHEN CITY 1200 Carls CAROL A RUSHING LIC P0062987 1205 MAGNOLIA PH 729-0058 CARLSBAD CA 92008, > IFFfCECARl-SBAO OFFICE &, : 77O ELM AVENUE7" CARLSBAD CALIFORNIA 92OO8 C/Mano. 2595 _Z_/#J±1-ZL 90-3296/1222 I $'23 <</^£B ^ Signature cf declarant deteminirg tax-firm name Cicy of Carlsbad Parcel No. AGREEMENT AGREEMENT TO PAY FEES FOR FACILITIES AND IMPROVEMENTS AS REQUIRED BY GROWTH MANAGEMENT SYSTEM This Agreement is made and entered into this _day of ~f\P$-\ L— 198/f, by and between the City of Carlsbad, California, a Municipal Corporation of the State of California, hereinafter referred to as "City" and /A I Ct\-f\^rL . $$t3l(\U+^T a h //VDI l} (1$ 'A A L- hereinafter referred to as "Developer" RECITALS A. Developer has reauested that the City issue building or other development permits pursuant to the provisions of the Carlsbad Municipal Code for a develooment located at CVH~TH \/\ m the City of Carlsbad, and referred to as B. On Developer entered into an agreement with the City to pay Public Facilities fees of 2.5 percent of the building permit valuation. A copy of the agreement is on file with the City Clerk and is incorporated by this reference.