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HomeMy WebLinkAbout1547 CHESTNUT AVE; ; 86-666; PermitDECLARATIONSLENDERWORKER'S COMPENSATION OWNER/BUILDER CONTRACTORri :; i| j: °ii i= |o !II|i|l^ -^ DD°E|lnIII SiItHil!?iSi H Hi-SJm T3O(B~ CT^^Q^^m CT" J o Co&S" ?ocl -^»s^§3 S Sij||8 "|ll »5a"|-o » 8» =-f. 3lS3 SSo^Sm ?slII iiti in i HI for this reasonD ID S|1S|j3 miff aiff£ tijif|fti|p_! - -1§! KKfl S,3HHI fs=sill |3S||a igi^iliiglll slillfsilspli fsf F i listif IU-H8*2l£ ' ssil!f§ijiNf5 is f lip!Pi I iiii ilUiir*f I Ifiizi^tt HMfltitl; ii i ipit= =•=,!•« ,-"S^p2 = ;j.i-=r32 ?» = ra gff-'S"" "l-^g1; f 1 f HsiPIIoip(EXPENSES WHICHGRANTING OFTHT|m>33 -<•"* >SorcmOzUJHcr6 o- z rc mrr Ccn Om O-r — Irr yI ro Iozm a «""'' • > v >s KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COiji o O ~~c: o i >E CAREFULLY EXAMINED THE COMPLETED "APPLICAIFY UNDER PENALTY OF PERJURY THAT ALL INFOARATIONS ARE TRUE AND CORRECT AND I FURTHERED: TO COMPLY WITH ALL CITY. COUNTY AND STATETION AND PERMIT" AND DORMATiON HEREON INCLUECERTIFY AND AGREE IF A F. LAWS GOVERNING BUILD2! "Z. ™ ZC 03O O r cr rn -< f 03 cn O& m ?•" 0 z oo 1 n t3 D =^= T3 T3 3J O m o CD * O v$m \ExpiratlcCode shalauthorizedpermit, orAbandoneen Every permit issued by the Building Official under the provisions of this & AN OSHA PEF8WITexpire by limitation and become null and void It the building or worK «. n- ngcp fibjn'rtfiby such permit is not commenced within 180 days from the dale of such ' " o x cif the buitdmg Qf»-wQ£j( authorized by such permit is suspended or STRUCTURES OVEat any tjtpe afler the WOT&L is commeoced for a period of 180 davsS REQUIRED FOR EXCAVATIONS OVEMOLITION Ofl CONSTRUCTION OFB 3 STORIES IN HEIGHTX mm 0 TOTAL FEES PAYABLE. ?•CREDIT DEPOSIT\ ^\ \J ^TEMP OCCUPANCY (30 DAYS) • ;omf-oo0CO TEMPPOLE 200 AMPSx33EMOOEL/ALTER PER CIRCUITA -n-n CO CO CD t!n ip -XCOX LICENSE TAX 001-8W-OT-TOW&mKIST BLDG EA AMP/SWT/BKR . |GARAGE3; i "e ?"9 •»I ;^ j1 1 -XX 1 o oo ij^ ©"ft a I COi1& cn ^0en— (mCOcc7^3D O ^D S 33 — \ —\ <£ • \ ?! 0* CD cb CD CO CO CO CJi oELECTRICAL PERMIT - ISSUE^o MOBILE HOME SETUP« r- S> — Ci &10 Nrf CD 33 O CDm mm COcno CO 0 cb CD ocp CO 0 — jo— j13COcn TOTAL MECHANICAL- cz CD CD ~nl: i? ie it m to-o33i*3 ft 0X0o-nO-:oC/)om 33 m DD m — 1 •STRONG MOTIONCO CD cn UDro CO CO \WATER SOFTNERRELOCATION OF EA FURNACE/HEATERGO O 33 o CD CO CD CD 0 oo 00roroen i /EACH VACUUM BREAKER 1MECH EXHAUST - HOOD/DUCTSo CD I—m m o m CD CD CO CD 0 CD O CD CO «EACH INSTAI... ALTER, REPAIR WATER PIPEm —4 ti CO Z O m o •H MECHANICAL 001CO O CD O 0 O CO r>o S I mOXCOooCO—1mO33OIDm ~n m m m —i 3D CD O CO CD O CD 0 O CO IV) CO ^EACH GAS SYSTEM 1 TO 4 OUTLETSBOILER/COMPRESSOR 315 HP— io— ( r— i —c CD CD CD CO cp 0 O CO ro IEACHWATER HEATER AND/OR VENTBOILER/COMPRESSOR UPTO 3 HP0 ^mO CD CD m o o 0o CO CO ro &r* i-rEACH BUILOING SEWER^ 0 33 0 O 0oo CD cz > CO cn 33 8 CO CD Oo COno toEACH FIXTURE TRAPsi \< \INSTALL FURN. DUCTS UP TO 100,000 BTU^\ CDc: o m 33 CD O CO CD O O 0o CO o \ )§PLUMBING PERMIT - ISSUE1 §MECHANICAL PERMIT - ISSUEt SUMMARY/ACCOUNT NUMBERPARKING SPACE3) m 01 C Z -i (ft GRADING PERMIT ISYD N DC m O REDEVELOPMENTAREAvD NDTYPECONSTOno ro o 6 1 \f<t*•Xi1« v^ '" 4 1 < ^ Z Q r D m r~m NOSTORIESOno O TJ m OC 0021 01/27 0101 02gld?at 273='Not Valid Unless Machine Certified^Aife,i%«s^^ ^ 1 fe & ^ ffAafil•?DESIGNER'S ADDRESSSTATE LICENSE NO.Om01f-nJPTIONOFWORK f ^ , ,\T\ zr* m>f'» |ON. JC DESIGNER1 DESIGNER'S PHONE*$? Zr x>t ^(U zm.^~ .f"1 "IO Z m oo 2 H 3} > OH 0 03yi t S^ DC-v o^y. x *C f11 ^ wBX " (n Hrn OmZ m Zp 00c ^•5 VA n 8 >om ~~ £] 1 hereby atflrm that 1 am licensed underprovisions of Chapter 9 (commencing withSection 7000) of Division 3 of the Businessand Professions Code, and my license Is In_ full force and effect.rOHBLOCKSUBDIVISIONUmI^U^O1^\ JU Al CONTRACTORN o OzH H 0 3)tn 1ozm im 0TOJ>O0I\ m\ wN M><ISI_-l 31 O Z 500m3 o CO H 0 c^4-^ s H 6 BUSINESS LICENSE #VALUATION^r^Tj**^^ f^<v> i \ ^ ^*v Z R>. OD > 3)CARLSBAD BUILDING DEPARTMENT Appi irATIHN A PFF2075 Las Palmas Dr., Carlsbad, CA 92009-4859 (619) 438-1161 MrrLIUMI iwn « rcrH M 00mOBiz0z009Bml/>30O TJ •Dr- O Z o -ILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.White — Inspector Green — (1) Finance Yellow — Assessor Pink — Applicant Gold — Temporary File SPECIAL CONDITIONSr BUILDING-D^<fc0^N oCO,• !f MECHANICALELECTRICAL)PLUMBING3jzr~2r~-n^H^Drn^ no|IT| ^^ ^3>Omom2rn ^2m^Q^0 ^^3)i-slO^QJJs.S •VENTILATING SYSTEMSImH1550ozpcomCO<Tfr•>^noTJmn33mTlTlo^^MECHANICAI—D BONDING D POOLD ELECTRIC SERVICE D 1mT>OTl-<•*»X ROUGH ELECTRIC^^\D ELECTRIC UNDERGROUND<-TlTlm33N,^j ELECTRICALD WATER HEATER D SOL33«5>mTl OCOHm^~^A TUB AND SHOWER PAN—**\^\oTJOCn§com^Hm33V"^czom33o33OCZOCOHIy-j^Hm33 D SEWER AND BL/CODT|Co0 PLUMBINGINTERIOR LATH & DRYWALLINSULATIONEXTERIOR LATH^>FRAME$\^*>**»|s COIm^zooTlnCOm33V,^(X)•J^T SUB FRAME D FLOOR EOmr0^GUNITE OR GROUTs MASONRY,**"REINFORCED STEEL<r~<•<oifl-***N FOUNDATION?>N>fa*— — *\BUILDING,— •*TJmo-xCO-n'ECTORoo^^"-T^ ••'.•' mC/)O en C/l O Z .>v 0 &i *~•=• i>t' rC J. c-tl tv r4 «J e 1 1 1 1 1 1 I . 1 -f'.,'SPECIAL MASONRYHIGH STRENGTH .BOLTS - ."•FIELD WEL-PINGPOST TENSIONEDCONCRETE/••«.. W -. 'C1* <! O t™. C , y •»» ^ S "3 •X- ., .,— ^'. ' ,„. C'-- '•'" fa »wa t^* J?; (''; *'• t i* IS £%PRESTRESSEDCONCRETESTRUCTURAL CONCROVER 2000 PSIm Hrn SOILS COMPLIANCEPRIOR TOFOUNDATION INSP;-- "• \ C*> ^ ?;:- <K O ?J 9s_..ft j i'-"O" ^INSPECTIONO 133mmoo m T! 0 _^JSPECTOR'SAPPROVALD Hm REQUIRm O SPECIALZ C/3 T3 ECTIONS2 w TJm O O 33 c/5 -r 0 rn C/5 FIELD INSPECTIOr£= 3 ECQRD FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86~666 & 86~591 PROJECT NAME: ADDRESS: DATE:9-10-87 1547 Chewtnut PROJECT NO.: TYPE OF UNIT: UNIT NUMBER: lUs TI NUMBER OF UNITS: PHASE NO.: CONTACT PERSON: CONTACT TELEPHONE:.729-5238 INSPECTED BY: INSPECTED BY: INSPECTED BY: fas DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: 'hi 1 APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: & 86-591 DATE: 9-10-87 1547 Cticataut PROJECT NO.: TYPE OF UNIT: .UNIT NUMBER: . NUMBER OF UNITS: . PHASE NO.: CONTACT PERSON: CONTACT TELEPHONE: all dept INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO. CA 92123 (619) 5GO-1468 JRISDICTION: PLAN CHECK NO :fob - Us fc G QFILE COPY QUPS nDESIGNER PROJECT ADDRESS: PROJECT NAME:OVEJ&- •0 D D D 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. The check list transmitted herewith is'for your-information. The plans are being held at Esgil Corp. until corrected ,. plans are submitted for recheck. V/., \'::', .',•,-•:;•• 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: D 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: 87 Telephone # nclosures: ESGIL CORPORATION ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE : J?J JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: *?- n, )cmG CITY OF CARLSBAD • Q(o- )-5M~7 b^k-L- JUT ?ig_(_. \fl-con <=>\)EJ#~ <: -rAj^-A-c^ Q PLAN CHECKER QFILE COPY . Q UPS DESIGNER .—i The plans transmitted herewith have been corrected where I I 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- I I 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 jurisdiction's £ffi copy 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. .^ The applicant's copy of the check list has been sent to: D 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 I _ ) been completed. Person contacted: . )/^.M E:^ L/^^JrF'/^T^ — /^ / 3- I 7 I fU- --"-Date contacted: - I 7 Telephone | ~j ~2-*l "^ ~2£> &r- -[-"- REMARKS : ENCL= ESGIL CORPORATION PLAH CHECK NO.Cg>Co Ca—L. JURISDICTION: GUY OF CARLSBAD TO: TELEPHONE NO. ENCLOSURES:L. V(g g TAI PROJECT ADDRESS: PLAH COKKBJT10N SttEKT SINGLE FAMILY AND DUPLEX DWKT.T.THGS Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: Applicant contact person: 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. Present California law mandates that residential construction comply with Title 2k and the following model codes: 1982 UBC (eff . 7/1/85) 1982 UPC (eff. 10/1/85) 1984 NEC (eff. 10/1/85) 1982 UMC (eff. 3/1/85) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. 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 plans. DOTE: PACK NUMBERS ARE NOT XH SEQUENCE AS PACES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 A. (l. )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. x 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. ir; Plans, specifications and calculations shall be signed by a California state licensed engineer or architect. (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 1982 UBC, UMC, and UPC and 1984 NEC. 7. ) Submit fully dimensioned plot plan drawn to cale 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. 3^**-*—^ Section 302 (c). •£=T?V|y2j~» ? ^}^S-^~~ O*—•* X<f- Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). B. TOPS PROTECTI08 Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5. A. Section 1709 (a)). itfT 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). 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 31 setback area from the property line. Section 1710. s~ 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. 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 C. ROCH SIZES. IIG Habitable rooms, other than kitchens, shall 'contain at least 70 square feet of floor area. Section 1207 (b). Vlfi 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)). l&i'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). JlQ, 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). ^23*7 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). /£3\ 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 24" clearance in front of water closet. Section 511 (a). (25.) 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. o«rr^ 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. X Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). 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. Th& window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 2V. 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. ^S\ 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. BGCIS. STAIRWAYS. AHD KAPJHGS Si. Floors above the second story shall.have not less than 2 exits. Section 3303 (a). ^L. 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 330^ (e). f. Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings 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. Provide stairway and landing details. Section 3306 (b) & (c). a^ Maximum rise 8" and minimum run is 9". Jf\ Minimum headroom is 6 "6". y( Minimum width is 30". i36.) All handrails per Section 3306 (j), shall satisfy the following: a< Provide handrail for stairways with ^ or more risers. Handrail shall be 30" to 3V above the nosing of treads. [ c.J The handgrip portion of handrail shall ^— be not less than 1 1/V 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). /2&\ 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). Jrt\ 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 330/f (h). -/*CTT 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 the treads are narrowest. b. Maximum rise is 8 inches. c. Minimum width is 30 inches. i*3T; 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 narrowest. b. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. XL. Spiral stairways may not be used for required exits when the area served is greater than WO sq. ft. Section 3306 (f). 3/25/86 Spiral stairways must have a clear walking space of 26 inches between the column and handrail, show dimension. Section 3306 (f). S+k. Provide I.C.B.O. 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). 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). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). Jtfl 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). E. ROOFCTG . Specify roof slope. >9"7 Roof slope is not adequate for roof type specified. Table 32-Bj Section 3203 (h). Specify roof material and application. Chapter 32. yf. Specify I.C.B.O. orU.L. approval number for roof materials not covered in U.B.C., e.g. title, etc., Section 107. 52^ 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. 5X^ 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 foo 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. se\ Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. Plastic skylight 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 eave vents or cornice vents. Show required area and area provided. Section 3205 (c). F. MASONRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. ^€tfT 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. J&. 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. &t\ 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). ,&. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. G. GARAGE AND CARPORTS Garage requires one-hour fire protection on garage side of walls and ceiling common to the dwelling. Tab,le.5. B. Section 5Q3 (d \67./ 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 /6&: Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Openings between carport and residence require self-closing doors and stationary windows. Section 1214. ^To.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. 32"; 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) . ^3\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. FOONDAHOH RBjUlKBffiHTS -y&z t, note o74. 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). >75. 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. 76. Provide notes on the foundation plan listing the soils report recommendations for \ foundations, slab and building pad preparation. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. WIL 6 3/25/86 77. 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". 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. 8*: Note on plans that wood shall be 6" minimum above finish grade. Section 2516 (c) 7. f 82 J Note on plans that surface water will drain ' atfay from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundation per U.B.C. Table 29A: Floors Supported* 1 2 3 Stemwall 6" 8" 10" Width 12" 15" 18" 12" 18" 24" ^Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. JW; Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. &5\ Show foundation bolt size and spacing. Section 2907 (e). S6\ Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). JS&. 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. \89J Show adequate footings under all bearing walls and shear walls. Section 2907 (b). 90; Show on the elevations, stepped footings for slopes steeper than 1:10. Section 2907 (c). 9^ Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c). /92. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underf loor access of 18" x 2V. Section 2516 (c). /*£. Show minimum underfloor ventilation equal to 1 sqi 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). 7 3/25/86 Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). FRAMHG 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. 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) . Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). 100\ Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. iOl. 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. X102T 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. 103^ Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 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. 36. Show nailing will be in compliance with 'Table 25-Q. i07. 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. 108"7 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. ^109. 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. of- 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). \>lf. Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). li^T Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. U.13J Specify nail size and spacing for all sn"ear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). ' . ~ i U4<" Show 3" x 4" or 2" x 6" studs in first *story of three story building. Table 25-R-3. J3S- Provide truss details and truss calculations for this project. ;_.... U.16J Provide roof framing plan and floor framing plan. Section 302 (a) 7. ^117^Provide framing sections through Section 320 (a) 7. 118 J Specify all header sizes for opening over - Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. 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 . 12^7 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. \L23.) 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. \124y Show location of attic access with minimum size 22" x 30". Section 3205. ^125*7 Show draft separation for attic areas between units in a duplex. Section 2516 (f). j£b. Wood stud bearing walls, with studs at 24" o.c., require 3 ea. 2 x 4 or 2 ea. 2 x 6 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. 27 Specify plywood grade and panel ientification index. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 1237 If foundation cripple wall studs are less than 14" framing shall be solid blocking. Section 2517 (g) 4. latfT 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. Jl. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. \. Show a weep screed at the foundation plate line on all exterior and stud walls to be stuccoed. Section 4706 (e). 133% Show corridor width to be minimum 36". Section 3305 (b). T Specify truss layout for 30" x 30" attic access. 135; Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. LJff; In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). J. MECHAHICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. '137. Show the size, location and type of all heating and cooling appliances or systems. 138. 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, Section 1211. Show minimum 30" deep unobstructed working 'space in front of furnace. Section 505, UMC. /XM.. Note on plans, clearances to be per manufacturer's listing. Section 504, UMC. Furnace shall not be installed under any 'stairway. Section 704, 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. 14A^ Show I.C.B.O. approval number for prefab 'fireplace. -iis.Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. }ke\ 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. 1>S7 Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 149-r'' Note on plan: Gas vents and xnoncombustible 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. Er.«TTRTCAI. (RATIONAL KLECTRICAL CODE) All wiring shall comply with 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. Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate in LA. 183. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. \154J 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. 155\ Note electrical system ground to be provided per NEC, Art. 250-81. L. PLDMBIHG (UNIFORM HJMBIHG CODE) Show water heater size, type and location on plans. UPC, Section 1310. \Sf1 '. 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. Jr5*8. 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. yt&.Show T and P Valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). l<jfi. 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. Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,02** sq. in. UPC, 909 (d). M. HDISE INSOLATION (DUPLEXES') ^6<T 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. IKJST 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. \^ff^ 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. KNKRG? COHSKRVAHOH; PLEASE READ 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. 167. 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. 168. 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. 169. Show on the plans the "R" value for the walls, floors, ceiling and related areas. 170. Show double glazing as per Energy Design, on Glazing Schedule. 171. Show on the plan how shading requirements are satisfied. 172. The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: 173. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 174. 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. O. CARLSBAD S.F.D. & POPLBC SOPPLEMEHI 175. Zone Energy conservation design should be for 7 See attached energy packages. 174^ Floor drains must have auto-prime (city policy). Note exhaust fans cannot be ductless type (city policy). 78. 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). 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). ;#u :Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 0*0 Tri-g- TD h-oi+J TT^E, 12 3/25/86 Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 102683. fa.83.) All new residential buildings, including acRJitions, require a soils report. Please submit two copies. yirf*. 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' i.e. no washing machines, etc. Show compliance. 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). U.85J Please see additional corrections, or remarks, on the" following page. The City of Carlsbad has contracted with 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 "TT^M Kg-Js,. F-l'tX— H"f -' 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 619/438-5525. Thank you. Enclosures : 1. 2. 3. 13 10/6/86 THE FOLLOWING HOIKS SPECIFYING MANDATORY REQUIREMENTS SHOULD BE INCORPORATED OH PLAN SHEETS, OR CONTAINED WITHIN JOB SPECIFICATION DOCUMENTS. MANDATORY ENERGY CONSERVATION REOUlKHUgfrS 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 wall 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 Z Slab Floor Exposed7). 8 INFILTRATION CONTROL Continuous Barrier Electrical Outlet Plate Gaskets . Alr-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 Solar with Gas Backup Package Designation A 19 11 2.5 4.0 NR 11 NR 1.1 NR 9.6 6.4 NR NR NR NR 50 NR- NR NR MIN 2.5 MO IEQ J B 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 IEQ C 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 REQ D 30 11 NA NA NR NA REQ i .65 20 NA NR NR NR NR NR 25 NR NR NR MIN 2.5 NO EQ 1 E 30 LI NA NA NA 19 REQ .65 20 NA NR NR .36 NR NR 5 NR NR NR MIN 2.5 NO *EQ I I 30 11 2.5 NA NR NR REQ .65 20 NR NR NR NR NR NR 25 NR NR NR MIN 2.5 NO IEQ 2345 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 1 REQ 30 11 2.5 NA NR 19 REQ .65 20 NR NR NR NR NR NR 20 NR NR NR MIN 2.5 NO IEQ 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 1 30 11 2.5 NA 7 11 NR .65 NR 8.4 5.6 NR NR NR NR NR NR NR NR YES *EQ 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 REQ Appendix B B-9 C-70 AC? Table 17. Notes for Tables 1 through 16 LEGEND: NR - 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. 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 nay all be counted • towards this requirement. Thermal mass required for Packages E,l,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" brick 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 6" 13 18 22 11. For Packages 5 and shall have two or unit. 6 electric resistance and radiant heating systems more separately controlled zones in each dwelling CO § CO 8O) (O 03 K) mD H O Z Czs30s ac g 2:o .ooom r/4- rM ri , 1V4- f ^ y ^ 1 ^o' O Om m o i 3 >wz°s0>g «=:> tor 6o CO m \_x / XD' Datej JZ- Prepared byt r. PLAN CHECK NO. BUILDING ADDRESS __ APPLICANT/CONTACT . BUILDING OCCUPANCY CITY OF CARLSBAD VALUATION AND PLAN CHECK FEE 3T Bldg. Dept. Esgil NO. TYPE OF CONSTRUCTION K-3/Mi DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION L-\\J\+->(*r f^\L.£-&r PEtxHrKH2j=s Air Conditioning Commercial Residential Res. or Conun. Fire Sprinklers Total Value BUILDING AREA k-Z-4? •Z3/^ VALUATION MULTIPLIER 4^*i t q <§ @ @ VALUE ^^t,e>/^ # Q. , 07 ^ ^3Sy 6^^> Fee Adjusted To Reflect Q Energy Regulations (Fee x 1.1) D Handicapped Regulations (Fee x 1.065) Building Permit Fee $ / Plan Check Fee $$ is/,77 C 0 H ME NTS: 8/4/82 Datei /Z- Prepared byt PLAN CHECK NO. CITY OF CARLSBAD VALUATION AND PLAN CHECK FEE ~ UC? Q Bldg. Dept, Q Esgil BUILDING ADDRESS APPLICANT/CONTACT _ BUILDING OCCUPANCY __ K-3/M1 TYPE OF CONSTRUCTION NO. DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION L-ivyito^ Avl^-f=-A^ PBC^-fST^-H^JS • Air Conditioning Commercial Residential Res. or Comm. Fire Snrinklers Total Value BUILDING AREA UlU*.-L-$\y VALUATION MULTIPLIER ^S^* <? '@ ? @ VALUE ^^>t,e>/ ^ ^ ^ , 0-7 ^ ^3&y 6^^ Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1) QHandicapped Regulations (Fee x 1.065) Building Permit Fee $ .; $ Plan Check Fee $$ |5/.77 COM HC N TS: 3/4/82 y-^..<V y J>/<-.L. P.T.V.f. /&' fil, Vft •v. U-o kj<£ 5 NJ •s, 0 ft Vn M. S \n V? 8 0 *t* V-§3u? a 0 Vn u O 4: 0p "/ .:>f-" I'D A I.. SI.. \Al \ t z> 5*4. II or-' /5~ «-/• D - A/ _8 < ,' •- < r The following notes specifying mandatory requirements should be incor- porated on plan sheets, or contained within job specification documents. MANDATORY ENERGY CONSERVATION REQUIREMENTS OF THi: STATE OF CALIFORNIA '(1) All heating, ventilating, air conditioning, and water heating equipment shall meet all oc tlie 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 bo provided-for heat pumps. (3) Thermostats shall bo 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 fnn type wall furnaces, and cooking appliances shall be equipped with an intermittent ignition device. (6) All fan systems exhausting air to the outside shall be pro- vided with backdraft dampers. (7) All transverse duct, plenu.-n, 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. 18) A vapcr 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 certi- fied and labeled. (10) All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. (ID 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 voter piping outside the building envelope shall be insulated in accordance with T20-I406(d). (13) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of noe less than 25 luaens 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 with 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 con- sistent 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 12/11/85 •» •* H1N1HUH CONSTRUCTION SPECIFICATIONS (Rof: tBC - 1982 Edition) Those ara nininu* specifications established by the Uniform Ouilding Coda and shall not supersede any more restrictive specifications shorn on the approved plans. /. rpundation and Underfloor 1. Concrete for footings shall have a minimum compresslva strength of 2000 psi at 28 days and shall ba composed of 1 part cement, 3 parts sand, 4 parts of 1" maximum size rock, and not more than 7-1/2 gallons of water per sack of cement. 2. Wood and Earth Separation. Foundations supporting wood shall extend at least 5" above the adjacent finish grade. (Sec. 2907 (a)) Provida 18" clearance under wood joists and 12" clearance under wood girdert. (Sec. 2516(c)). 3. Concrete Slabs. Slabs on grade shall ba at least 7-1/2" thick. (Sec. 2623) 4. Treated Wood. All foundation plates or sills and sleepers on a concrete slab, which is in direct contact with earth, and sills which rest on concrete or masonry foundations, and wood joists closer than 18", or wood girders or supports closer than 12" to the ground, shall be pressure treated wood or foundation grade redwood. (Sec. 2516 (c)3). 5. Anchor Bolts and Tooting Sills. All footing sills shall have full bearing on the footing wall or slab and shall be bolted to the foundation with 1/2" x 10" bolts embeded at least 7" into the concrete or reinforced masonry or 15" into unreinforced grouted masonry. Bolta shall be spaced not to exceed 6' on center with bolts not over 12" from cut end of sills, and a minimum oT 2 bolts per piece. (Sec. 2907(e)). 6. Underfloor Vents. Underfloor Areas shall be ventilated by openings in foundation walls. Vail openings shall have a net area of not less than 1 aq. ft. for each ISO sq. ft. of Underfloor area. The openings shall be arranged to provide cross ventilation and shall be approximately equally distributed along at least two opposite sides of the building. The first opening to be located as close as practical to building corners. Opening shall ba covered with Corrosion-Resistant wiro mesh of 1/4" in dimension. (Sec. 2516(c)). 7. Underfloor Access. Underfloor areas shall be provided with a crawl hole not less than 18" x 24". (Sec. 2516(c) 2). 8* Wood Framing 1. Lumber. All joists, rafters, beams, and posts 2" to 4" thick shall be No. 2 Grade Douglas Fir-Larch or better. All posts and beams 5" and thicker shall be No. 1 Grade Douglas Fir-Larch or better (see item 813 for lumber grading requirements for studs). . • 2. Vail Bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and . •t least every 25 feet of length with 1x4 diagonal let-in braces or equivalent. (Sec. 2517(g)) '. 3. Cross Bridging. Floor Joists and rafters more than 12" in depth and spanning more than 3 feet shall be supported laterally by bridging or full-depth blocking at intervals not exceeding 3 feet. (Sec. 4. Provide blocking at ends and at supports of floor joists and rafters. (Sec. 2517(d)) 5. Provide solid blocking at ridge line and at exterior walls on trussed roofs. 6. Double Joists. Floor joists shall be doubled under bearing partitions running parallel with the Joists. (Sec. 2517(d)(5)). 7. Rafter Purlin braces to be not lea» than 45* to th« horizontal. (S«c. 2517(h)) 8. Rafter Ties. Rafter ties shall be spaced not "ore than 4 feet on center where rafters and calling joists ire not parallel. Rafter ties shall bo not more than 24" on center with tile roofing. (Sec. 2517(h)). 9. Provide 1/2" minimum clearance between top plata of interior partitions and bottom chord of trusses. 10. Provide double top plate with minimum 48" lap splice. (Sec. 2517(g)) 11. Nailing will ba in compliance with Table 25-0. 12. Fire blocking shall be provided for walls over lO'-O" in height (Sec. 251«(f)). also for horizontal shafts 1CP-0' o.c., and for concealed draft openings. 13. Studs. In one - or two-story buildings, studs for exterior walla and interior bearing walla shall ba not leaa than 2 « 4 at 16" o.c. Stud* for interior nonbeiring partitions may be 2 x 3 at 16 o.c. Studs 2" -4" thick and 2" - 4" wide and not more than J feet long shall be "atud grade" Douglia Fir- larch or better when supporting not more than on floor and a roof. 14. An A.I. T.C. Certificate of Conformanca -for glued laminated wood members shall be given to tNj Build- ing Inspector prior to erection. Same as DPL-81 C. General Material Specifications 1. Mortar Mix. Mortar to ba used for construction of masonry walls, foundation walls, retaining walla shall consist of 1 part port land cement, 3-1/2 parts sand and I/A to 1/2 part hydratod lino or line putty. Mortar nix with plastic cement shall ba 1 part plastic cement to 3 parts sand. 2. Grout Mix. Tha mix for thu grout shall ba 1 part Portland cement, 2-3 parts sand, 1/10 part hydrated lira or lime putty, and 2 parts gravel. Grout shall attain a minimum compresslve strength of 2000 psl at 28 days. 3. Masonry. The masonry units shall comply with ASTM Spec. C90, Grade N, for hollow unit concrete blocks. 4. Reinforcing Steel. Tha reinforcing steel used In construction of reinforced masonry or concrete structures shall ba deformed and comply with ASIM Spec. A615, Grade 40. 5. Structural Steel. Steel used as structural shapes such as widr flange sections, channels, plates, anglts shall comply with ASTM Spec. A36. Pipe columns shall comply with ASTM Spec. A53. 0. Roofing and Veatherprooflno. 1. Wood Siding. All wood siding shall be placed over an approved, weatherproofing barrier. (Sec.1707). 2. Flashing Around Openings. Every opening in any exterior wall shall be flashed with sheet metal or wster proof building paper. (Sec. 1707(b)). 3. Roof Covering. Wood shingle, split shake, and asphalt shingle roofs shall not ba installed on a roof having a pitch of less than 4 inches to 12 inches. Tile roofs shall not be installed on a roof having a pitch of leas than 3 inches to 12 inches. Mineral surfaced, built-up roofing shall not be Installed on a roof have a pitch of more than 3 inches to 12 inches. (Table 32-8). (Note: Section 3203(g) allows reduced roof slopes under special application requirements.) 4. Weep Screed. A weep screed shall be provided at or below the foundation plateline for all exterior stud walls finished on the exterior with stucco. The screen shall be placed a minimum of 4 inches above qrade. (Sec. 4706(e)). E. General 1. Attic Access. Attic areas shall ba accessible by an opening not lesa than 22" x 30". With a furnace in the attic, the opening shall not be less than 30" x 30". (Sec. 3205fe)}, (WC 708). 2. Shower Enclosures. Shower walla must be finished to a height of 70 inches above the drain inlet with * smooth, hard, nonabaorbent surface. (Sec. 510). Glazing used in walls, doors and panels of shower and bathtub enclosures shall be fully tempered, laminated safety gloss or approved plastic. (Sec.5406(d). 3. Electric Meter Enclosure. Contact your local Gas & Electric Company, Customer Extension Planning De- . ' partnent, for meter location. All wiring must comply with the National Electric Code. 4. Fire-warning Systems. Every dwelling unit and every guest room in a hotel or lodging house used for sleeping purposes shall be provided with smoke detectors conforming to U.B.C. Standard Mo. 43-6. In dwelling units, detectors shall be mounted on the celling or wall at a point centrally located in the area giving access to rooms used for sleeping purposes. Where sleeping rooms are on a upper level, the detector shall be placed at the center of the ceiling directly above the stairway. All detectors shall ba located in accordance with approved manufacturer's instructions. When actuated, the detector shall provide an alarm in the dwelling unit or guest roon. In new construction, smoke detectors shall receive there power from an unswitched.source. When alterations, repairs or additions have a value of $1000 or more occur or if sleeping rooms are added to a dwelling, The entire dwelling shall be provided with Smoke detectors as required above. (Sec. 1210(a}). 5. Exit Facilities. Every sleeping room below the fourth story shall have at least one operable window • or exterior door approved for emergency egress or rescue. The units shall be operable from the inside to provide a full clear opening without, the use of separate tools. All egress or rescue windows from sleeping rooms shall have a minimum net clear opening of 5.7 square feet. The minimum net clear open- Ing height dimension shall be 24 inches. The minimum net clear opening width dimension shall be 20 Inches. Where windows are provided as a means of egress or rescue they shall have a finished sill height not Bore than 44 inches above the floor. <. Class and Glazing. Class and glazing shall satisfy the provision of Chapter 54. Federal speclfl- cationa may take precedence. See your glazing contractor. NOTICE These minimum specifications become part of the approved plans when included with the approval of the construc- tion plans. Construction shall comply to these sped flcatlona'shown on the approved plans. SCHOOL FEE COMPLIANCE CERTIFICATION (Government Code Section 53080(b)) 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 School District and returned to the Building Department of the City of Carlsbad. PROJECT INFORMATION (To be completed by the applicant) Project Address: Project Applicant: Project Type: ^Residential/No. of Dwellings ' _ Commercial _ Industrial Phased Project: _ Yes X No. Building Permits are for entire project _ Yes _ No. Square feet of covered or enclosed space Plan check or Building Permit No. Official checking form /(2^z^ <£L^A^ Date- -— INFORMATION VERIFICATION (To be completed by the project applicant) I, OyfioKJiSS O» ^-AtfcSglQ-T » declare under penalty of perjury under the Laws of the State of California that I am the project applicant for the project listed above and that the foregoing information is true and correct. Executed this J.U day of .4-^OOP-^ 198J_, at C&(LlSG>^3D _ » California. FEE CERTIFICATION (To be completed by the School District) r Applicant has complied with fee requirement under Government Code 53080. _ Project is subject to an existing fee agreement. _ Project exempt from Government Code 53080. Final Map approval and construction started before September 1, 1986. (other school fees paid) Other . School District Official: -5» t/a-1 SIGNATURE DATE \\nVvv %.la\^ A:V^ o(s( o NAME (PRINT) PHONE NO. TITLE CARLSBAD UNIFIED SCHOOL DISTRICT CARLSBAD HIGH SCHOOL VALLEY JUNIOR HIGH SCHOOL RECEIPT NO. 12119 RECEIVED FROM FOR: ^<H USE OF SCHOOL FACILITIES/RENTALS USE OF SCHOOL BUS DAMAGE TO SCHOOL PROPERTY DAMAGED OR LOST BOOKS SALE OF SURPLUS INCOME [j ABATEMENT G °\ * * ^"lACCOUNT NO. —1- - Q ° * 1 - — ACCOUNT NO. - - _ ACCOUNT NO. - — DATE REIMBURSEMENTSeoV JULC-* . INSURANCE $ - TELEPHONE COMMISSIONS $ TOTAL $ RECEIVED CASH f RECEIVED BY CHECK Clty of ltDlNG n^H 7;«:;- •'O'-^v,// •/ -n