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Home My WebLink About2560 DAVIS AVE; ; 87-361; PermitDECLARATIONS LENDER WORKERS COMPENSATION OWNER/BUILDER CONTRACTORi i l ; I, ° f f ! Ifip sill- P ^ ': si-- lili ||s |l-1 29xj sts s.g H S S g s ||| | | o 1 S g I? g» 085 ££H ' 'tifl |i| =L_. .J l hereby affirm ihat l have a certificate of consent 10'.»eif insure or a certificate of Workers Compensation Insirance or acfirti'iedcaFiy the'eof (Sec 3800 Labo' GcoelPOLICY NOCOMPANYfor iriis reasonill1! Ipl | *i|jf i!![! !?;lSi:f!?j: "!|!? 1 5° Z ^'flfl I^ff Sis 2^1 S5sliff3jsisi f«5*. * *i i Wff illl slfli Ssl| • ^ ^ § ? £*25s§ 'Sill i*|i£ ^^^gn^fS-lgl 5 *' * | .KEEP HARMi ESS THE CITY OF CARLSBAD AGAINST ALL LEXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SGRANTING OF THIS PERMITABILITIES JUDGMENTS COAID CITY IN CONSEQUENCo^Tl W -< H > >X 2 2 rn O C »*! ^.0 zm 3C noon z< -i 2 ?5 2S Sn n Xo O«^1 HAVE CAREFULLY EXAMINED THE COMPLETEDCERTIFY UNDER PENALTY OF PERJURY THAT ADECLARATIONS ARE TRUE AND CORRECT AND 1 FISSUED TO COMPLY WITH ALL CITY COUNTY Al\APPLICATION AND PERMIT AND DOLL INFORMATION HEREON INCLUDURTHEH CERTIFY AND AGRF.fr IF A FD STATE LAWS GOVERNING BUILDz 5 z I ^ 1? m <Expiration Every permit issued by theButlcCode shall expire by limitation and becomeauthorized by such permit is not commencecpermit or if the building or work authonabandoned at any time after the work is conmg Official under thenull and void If thei within 180 days fromEed by such permitimenced tor a pejiodprovisions of thissuifding 01 workthe date oi suchs suspended orof 180 davs* AN OSHA PERM'TS 0 DEEP AND DESTRUCTURES OVES REQUIRED FOR EXCAVATIONS OVEMOLITION OR CONSTRUCTION OfR 3 STORIES IN HEIGHT/X J O\ O TOTAL FEES PAYABLE6f vj -«s3 CREDIT DEPOSITx> Ki r- -D C c 00 ^" m 1C CDC; Tl -Ds: \ 1 iI zrr* O X -c X C \ s 23 o § 1 tV). ro ' 1 "s -DX T!IE \ c O OI IB1 fcl 0 X CC m -c 1 CO CD \ i T)X \ f— 00CO -n laj» 3» 3 ioosCO — T1 o CO T i 1 ? o o \ CO CO oo 0 0o CO CJi K> 1 D-1 ELECTRICAL PERMIT ISSUEg OH MOBILE HOME SETUP3 ID r t * *J3 M* DD3D o m S j3 1inCD i ^\ ^^ ro f~3 O m CO Tlrn ~oO CC CD CDCD CD O CO CD C *.! 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Q 3! £ Drn C/l Zm % Ul01 -im USE NO0013 08/05 0101 02£:ldPmt 3577=11Hot Valid Unless Machine CertifiedOt00 v>Jn 1 [DESIGNEROtON3^R_O(71 V) 0 ttfri" m ^ m 4 IP> i0 .D e i 13 *" " r- Z O ^* AB»{/> 1-*P"' ^ "D HEJ? -4— off ^i |S A— — J^K? %/v~.= KJB %wi m I [CONTRACTOR S ADDRfcSS^yV1STATE LICENSE NOA/)*BUILDING SO FOOTAGEI3HHCONTRACTORovxwtP-- BULJU^eft!1 CONTRACTORS PHONE « if 94^-1(0^im 1 1 i a c <*" J c (j 0 c 0^.JOBAD^RESS /SVIjrAIU^EST RD THOMAS BROS NO*3.*rsr\ r^L\/ic ^haZ^— ixcr^?}§ . cM•vr CATIONOI~-Taccn z m 4 JuJ 5"\) OQIVALUATrik-«*t ^PERMIT NUMBERCARLSBAD BUILDING DEPARTMI2075 Jjas Palmas Dr , Carlsbad, CA 92009-1915 (619)EN8T1161 APPLICATION & PEFs H c/> i •oo z— < m 0 0> TJ30m X 3D O •o•o o z o :ILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONSWhite — Inspector Green — (1) Finance Yellow — Assessor Pink — Applicant Gold — Temporary File SPECIAL CONDITIONS/BUILDINGs > r CO C : I r ' / i 'ELECTRICAL^ /PLUMBING" P • Tl 1 CALL FOR FINAL INSPECTITEMS ABOVF HA\jTlQ 002-n«_•n< 33 r- 0"~ O 'H-O3t> 3Do-o 5 m , . .5 ^VENTILATING SYSTEMSr» < j<*ff1 HEAT - AIR COND SYSTEMS ;* • *• > 1^" a D BO TJr~m 5* "* a 33m"" TJ TJ Zo > •n ^ z r-D BONDING D POOL iJ l D ELECTRIC SERVICE D TEMPO33 33-<ROUGH ELECTRIC •~i C 5 *£.•*<*\ s- E m m S 3 0 Czam 33 O 33 O C Z O n cTlTm 33 > t ELECTRICAL !D WATER HEATER D SOLAR Wim33 CO Hm % •^ *si •J ^TUB AND SHOWER PAN Ih ' \i ( O"D 0C D § COHm D m 33 j«f^ 3 1*> <T ^H f i -onm(f. 0! > i '7 i O fr i ,1 fc ; i j .1 - ' !i i i • i ! 1 ' j ; i \f Tn i L.\ > 00 z13 ; ! Z n33 033 Z C7 | m ^ 71 13 ^ *^ W *v ^> u COm m 33 z D CD O ^ TJ feO S ^ ^PLUMBING•> \^> t » 1i Z Hm 33 O 33 > Jo D 33 >ri— • \ ^INSULATION !r vt*EXTERIOR LATH |i \r FRAME I•-. £ ^*^ «* *SHEATHING D ROOF D SHEARfcs ! ^s. COcCD T| 33 m n T| o 0 33 a om Zo •:• CD T 0 .- ^ i(.r> ;r\ _, '• mZ C; H. -n ' rn a 5m a zo O "Dop Z ^o ^D - H Zn '/> O Zm' .• --J 1 1[i ii ' I1 - •) • i .'. i ;: *t; i j , i '* , h ,, 1 ^ • t • . i , . ' - 1 ,"*' ,i>K-> ^'\ < ri» * ^* ^ *** •f f i • ' i O "C °S ^ 3 JJ i^1 m-< (^n"1 oom O t*9 ^i"f 1J#*.. f ' ^ ;; '' O en< - 33 C s" O ^i•c >•X r~ n ;n -D onOHO ~. 0 r-„ 33 cn >-ioHOC I ! =; t- O] fr> Z GUNITE OR GROUT !| 23 REINFORCED STEEL !1 (FOUNDATION I__. > 1f ^CO TlmO— i Z TJ 0 I Oo TlH m | z ! "K*l '.: v *^> n; *** r y ." * TA :\ ^ s . ' i_^ A •1 u>1 ^ r M ;• '), ^ ! O m m 00 m ^a _ t> ^~ "D 3^ ^ H > °I •^-' CO O Hm ,. " X . '>*.-" i !! ..-^'\^.,,i ? " C-/ L , •-, - x--" ^i ""• 0 L, \ / 33m pi 5m D 0j Tn 0 31 O >r~ Z CO TJmO-i OZ C/5 z CO TlmO o CO 0-Hm CO - -n ni O — CO TlmoH Oz 33m OO 33 O BUILDING JTJm o m z TJmQ 53D ' 00 tu>(^S>J ^» ! ! V j ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 7- 2-3-8 7 L)APPJJCANT_ iJURISDICTION: C./7Y &f L** L-S&, -Q [jPLAN CHECKER . . QFILE COPY PLAN CHECK NO: *§"' " ->^1 JJ- QUPS '7] DESIGNER PROJECT ADDRESS:, PROJECT NAME: D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ,ps The plans transmitted herewith will substantially comply HI with the jurisdiction's building codes when minor deficien- cies identified ~"C£ ££/"V\^K.S e?iSLOiO 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 jurisdiction to return to the applicant contact person. 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. II Esgil staff did advise applicant that the plan check has ^"-^ been completed. Person contacted: Date contacted: _ Telephone # REMARKS :fT) fJ°!C &*) /''-./v^ ""-/.op .'. f r, r-i'C F-L'TUf-F 5-fli. /s-. (. 0 /V f A--' By ; .5 V Cv D /A ( r r M _ Enclosures: ESGIL CORPORATION ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 2O8 SAN DIEGO. CA 92123 (619) 36O-1468 DATE:7- /S g"? JURISDICTION: CITY OF CARLSBAD QFILE COPY PLAN CHECK NO: £ '/ 36- / Q UPS QDESIGNER PROJECT ADDRESS: ~2~S& G P42fts -— PROJECT NAME: ^ov'-y^ - 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 Fl copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. • — j The applicant's copy of the check list is enclosed for the I _ I jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: CA 3 tO? 4- 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 . !H been completed. Person contacted: 6 A ? y *-/,„'£ /-'/ : r f-fV(^U ~) -lY\ AC M 1 Date contacted: ^l4olf^n Telephone $ 9<34- - 76 G4 REMARKS : BY: 5YCP AllLM ENCL: ESGIL CORPORATION PLAN CHECK NO. JURISDICTION:cm OF CARLSBAD TO:r TELEPHONE BO. ENCLOSURES: Date initial plan check completed: Applicant contact person: £/V/>y M^/V r Telephone: 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. PROJECT ADDRESS: CA 1982 UBC (eff. 7/1/85) 1985 UPC (eff. 11/12/86) 1984 NEC (eff. 10/1/85) 1985 UMC (eff. 11/12/86) The above regulations apply to residential construction. PLAH CORRECTION SHEET SIHGLE FAMILY AHD DUPLEX TTMT.T.THGS Date plans received by jurisdiction: Date plans received by Esgil Corporation: 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. WCTEK: PAGE NUMBERS ARE NOT IH SEQUENCE AS PAGES HAVING NO ITEMS SEEDING CORRECTIONS WERE DELETED. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 A. 1.) Please make all corrections on the original Tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 7. 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 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). Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). B. FUSE PKHIKCIiOH 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)) 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). 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. 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. 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 c.VHrcj-LATIOH AMD Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Section 1207 (b). IfrT 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 yf. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). )&•. At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. 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). 20) 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). THAT TV 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). 2-5". 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. 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. f 27.) 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. 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. JWl 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 Show height and construction details of all masonry walls. Chapter 2k. f(l.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. 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). /fA. 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 the garage side of walls and ceiling common to the dwelling. Table 5. B. Section 503 (d). 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). Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. X Openings between carport and residence require self-closing doors and stationary windows. Section 1214. Show garage framing section, size of header over garage opening, lateral cross bracing at plate linet 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. 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). 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. 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. ^\ >76y Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. c/rr 6 3/25/86 77 J 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: © © © the building pad was prepared in accordance with the soils report; the utility trenches have been properly backfilled and compacted, and; the foundation excavations, formings and reinforcements comply with the soils report and approved plan". ^78.) Show height of all foundation walls, apter 23. (f (79.) Show height of retained earth on all foundation walls. Chapter 23. >P 80J 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. IF APPilCfl-£>L£ 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). Dimension foundation per U.B.C. Table 29A: Floors Supported* Stemwall Width 1 6" 12" 2 8" 15" 3 10" 18" Depth 12" 18" 2V ^Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 8k. J Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 85J Show foundation bolt size and spacing. Section 2907 (e). 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). If hold downs are required by calculations, ote on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 2. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). 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 minunum 12" clearance to bottom of girders. Section 2516 (c). 2V Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minunum underfloor access of 18" x Section 2516 (c). 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). 7 3/25/86 *K. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). I. FRAMES 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. 99J Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 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. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). i 1051 Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. ^ Show nailing will be in compliance with Table 25-Q. © [107) Show or note fire stops at the following locations per Section 2516 (f): in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and in openings around vents, pipes, ducts, chunneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. lOtf. Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 x U and 2x6 max. 10'; Non-bearing: 2 x U max. 14", 2 x 6 max. 20'. Table 25-R-3. 109. Studs supporting two floors, a roof and ceiling must be 3 x U or 2 x 6 at 16" o.c. Table 25-R-3. © 8 3/25/86 Note am 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). Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). (ll2J Detail shear transfer connections, including roof and floor diaphragms, to shear walls . Section 2513. (ll3) Specify nail size and spacing for all snear 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 story of three story building. Table 25-R-3. Provide truss details and truss calculations for this project. Provide roof framing plan and floor framing plan. Section 302 (a) 7. Provide framing sections through Section 320 (a) 7. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 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. 121'. Show on the plans all structural requirements developed in the structural calculations . izf. 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. 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. 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). .jatfT 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. 3 x 4 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. \127) Specify plywood grade and panel identification index. Table 25-N. 12*fT When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h) . J29 If foundation cripple wall studs are less than 14" framing shall be solid blocking. Section 2517 (g) 4. 9 3/25/86 laO'T 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. latf; 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). L33T Show corridor width to be minimum 36". Section 3305 (b). Specify truss layout for 30" x 30" attic access . Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). 3. MECHANICAL 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. (140J Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. [141) 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. IWfT Show I.C.B.O. approval number for prefab fireplace. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. (l46) Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708, UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708, UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. (l49) 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. ELECTRICAL (HATIOHAL ELECTRICAL CODE) All wiring shall comply with the National Electrical Code. K 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. 152f. 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. Note convenience outlets in bathrooms, tdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC, Art. 210-8. Note electrical system ground to be provided per NEC, Art. 250-81. L. PUJHBDIG fOH-LKUKM PUDMKTHS COPE) (l56) Show water heater size, type and location on plans. UPC, Section 1310. ^J57. 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.e Provide adequate barrier to protect water :er from vehicle damage. UPC, Section 1310. [160) Show I and P Valve on water heater and How route of discharge line to exterior. UPC, Section 1007 (e). 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 1,024 sq. in. UPC, 909 (d). M. BOISE INSULATION fDDpfJfltlCS) 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. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. Provide insulation in walls and ceiling to 'achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 25. 11 3/25/86 H. HHKRGY OOKSEKVATIOH; PLEASK HEAD 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. (16?) 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. 1168] 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. Show on the plans the "R" value for the ils, floors, ceiling and related areas. LTtf. Show double glazing as per Energy Design, on Glazing Schedule. Show on the plan how shading requirements are satisfied. 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" (l74) 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. & DOPLEX SOPPLEHEHT Energy conservation design should be for 7 See attached energy packages.Zone Floor drains must have auto-prime (city policy). l7?) Note exhaust fans cannot be ductless type ity policy). 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). 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). (iSOJ. 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 Show on the Title Sheet on the plans, the onnation required by the attached Developmental Services Sheet 102683. UDC Adopting Ordinance 8792 requires All new residential buildings, including Witions, 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). 3203 (e). cit/ Ordinance 9792 requires two park- ing spaces/unit with clear area of 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 619/560-1^68, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at tha City of Carlsbad, 2075 Las Palmas Dr., Telephone (619)438-1161 Xhank you. Enclosures: 2. 3. 13 10/6/86 IHE FOLLOWING NOTES SPECIFYING MANDATORY REQUIREMENTS SHOULD BE INCORPORATED ON PLAN SHEETS, OR CONTAINED WITHIN JOB SPECIFICATION DOCUMENTS. MANDATORY ENERGY CONSERVATION REQUIREMENTS 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 2k hours. (A.) 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, Ik, 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 builjling 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. (1*0 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 fireboxj 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 2k, Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter A., 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 DEVELOPMENTAL If ^^T M 1200 ELM AVENUE SERVICES WJjJm CARLSBAD. CA 92008-1989 BUILDING DEPARTMENT \Kj^& (819) 438-SS2S 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 Date Prepared byt Atf:£/ii CITY OF CARLSBAD VALUATION AND PLAN CHECK ^E Bldg. Dept. Esgil PLAN CHECK NO. ^7-3^^ BUILDING ADDRESS ZSC0& -£V \Jfl APPLICANT/CONTACT _ BUILDING OCCUPANCY r PHONE NO. DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION =D.xU££L//J6? &>hfLf\^t Air Conditionine Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA )34-4- ^-f- VALUATION MULTIPLIER £>6> n § @ e VALUE 007^ 12^ 35*1(03 Fee Adjusted To Reflect Building Permit Fee $ Plan Check Fee $ D Energy Regulations (Fee •*. 1.1) rj Handicapped Regulations (Fee x 1.065) £73 COMMENTS- 8/4/82 is 0) reO 00 •o0) 5 0) IV(£ — • X 5re0 00 0) o> 0)£ 0) reD X CO T30)5a; CDa: ENGINEERING Date. 7-I7-&7 Plan Check No. 87-3G / Proiect Address 25<od jCfovis <57 J\\)QMU Project Name MuRfWf l\BS)a&vc£ Field Check Date By LEGAL REQUIREMENTS Site Plan CHECKLIST LEGEND 1,2,3 Item Complete Item Incomplete Your Action - Needs Number in circle indicates plancheck number that deficiency was identified D D D D D D/D D D D 1. Provide a fully dimensioned site plan drawn to scale. Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. 3. Provide legal description of property. 4. Provide assessor's parcel number. a a PERMITS REQUIRED Grading 5 Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). nn *] ^b i*ife] ft ^ jfZ. nL - J D D n n n n ) n ni , i D D a a a a a 6. Grading plans in plan check PE 7. Need the following completed prior to building permit issuance A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector • * 8. Right-of^VYay — P-&cnu.t___recjLured for work in public right-of-way (e.g. , C^cjm/eway approach/^)sidewalk, connection to water main. D a 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED I I pi 10. Park-m-Lieu fees required. Quadrant - , Fee Per Unit , Total Fee r~j fn ^' Traffic impact fee required. Fee Per Unit $6>QO , Total Fee 1 I r~l ^' Bridge and Thoroughfare fee required. Fee Per Unit . Total Fee LJ I—I 13. Public facilities fee required. pifif Pj P) 14. Facilities management fee required. Fee D p-, 15. Additional EDU's required /.Q £pU • I—I Sewer connection fee ft/OOP Sewer permit no. Q Q 16. Sewer lateral required REMARKS O.K. to issue Date If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. <u+Jrtja CO •aa; <U <u <u+•>raQ CQ 73CU £0 0 (DQ CO 73 cu <0 r- <N| CO =«*==»==«= u u uQ. 0. 0- D D D nan ana ODD DQ a PLANNING CHECKLIST Address 256OPlan Check No. Q7~3(o\ Type of Project and Use Zone [<?- I Use Allowed7 YES Setback Front OK. Side OK Rear NO School District San Dieguito Carlsbad fr^ Encmitas Discretionary Action Required YES Environmental Required YES Landscape Plan Required YES Comments San Marcos NO y(^ Type NO X NO V Coastal Permit Required Additional Comments YES NO OK TO ISSU DATE * _, in iprii NotetO 7 c - f. \\ f. E ]l = 1 |^ _ ; | L E •s ;, | s a—• c ' ~ 5 £. ^ , £ r" -! "^ ^ f :-= : r" Cicc f 1 >- a; t c tl ^ c. | 1 3 S rc I O- 1 £r _^ C o I? cItu >1? U C£ °0 C«, o £ «JSS 'S lho responsibility ols trusses are 10 OP used i£ •* c ^shownmtiaiiiitioOesiqn a;1C "- Qj C1 If, =$r dry condition of use» lull hrarinq at all supporC c. T S mtni andDesign a:<c c s adequate drainage is pr£ 3i/: IH j, 1 1 OS f»y.1 I 1 located on bolh laces oflocle with |Oinl center line* S£ i= j Pialcs shcenter Imc "" "Sia 1£ a w 1 i?e ot plate m inchesvalues ot me CompviUus Iin C^ li•c u ;8 II — r\j I O 1Q. £ i Ire RR 4211r^f t Section Plate is indie0 «m 5 si u °f (^ ~ s. 5 All otherT3 1 indicates 1 B ga material r^. s designate0000°-m - c o s S " c isl5sg^? 1|^| II SS - o « t CO ••i ' : • .-. •_• ii £ C 1 •T. c f. - j ^ J ^ UM ; T. - r "C" M a = ? "= " *" ~ " s•- .. - £| r ^ 7 _ £, ' j; <* r. ~ * I | S £ c" i * £ r - 3 ? r ^ C ^<-1 r "* £ -J f of lift rpsnectivc rnniracto' I>• i? ca. i/i 3 " Ci!•5, £ c c c: £ co C' i c i | cO1 0 '" a.1 c £i/j £•' ^ ^ O ±±(5 1 1 t£ 6 3 O ? ~ E := 9 SIE c 1 nrovirtcd 1^f & | re i i.', Cif1 cr = C Ci 1 c g B 0; 5 c o r;u y t = j; ^c. c F —i ^I ~ cc. u 1 c c "c C: t (7 f u". c -•s Plate infiiralecJby i^epreiix 1r Q ueso1 Iho CcR 6211gff &o ^ .- »y iIs jT ^ -catcdDv Ihf-'prdi" CN the Iii'S used AM others arrl'O ga 1V CJ i Serlion Placatns iflqav I 3c. | U CJ,5 ^s re c S " *-* z 2, o C D O <c I < i-O O C z C G j P 5 o o? .. ccll sD 2 00 00 CM CN (M CN O O O O oo b co bi j ii o o o ow u u w p^ m -« m in -tf m -»K x K Km -» te\ -all IIu U u u K K K H z_ja:UJK ZUJO Dd LJJ 1 55O QtrO O Q.O co LJJ Q i UI P=! < _u- a tr u. O LU UJto • c ,-, «- I 4 O 0 O O O I U U U U XI UJ Z_jaIlu(J Qa: L O Qtro ua.O C c g az £L UJB 2 d.5a O X iZu il a o 5 i c wH •< - o1(1 5S « -3 C f-< (A ,S 5^ ^2 2 SB* !rf < iu u.u. o a: (n International Conference of Building Officials C TECHNICAL REPORT Report No. 1141 February. 1984 Filing Category. FIREPLACES C HEATILATOR MARK 123-3028, -3034, -3036, -3042, -3048, -3336R, -3336L, -3342R, -3342L, -3138EP, -3038OA, FP36, FP28, HF36, MF36 AND BF36 FIREPLACES AND MARK 700 AND IC800 LOW-HEAT APPLIANCE CHIMNEYS HEATILATOR INC DIVISION, HON INDUSTRIES 1915 WEST SAUNDERS ROAD MT PLEASANT, IOWA 52641 I Subject- Heatilator Mark 123-3028, -3034, -3036, -3042, -3048, -3336R, -3336L, -3342R, -3342L, -3138EP, -3038OA, FP36, FP28, HF36, MF36 and BF36 Fireplaces and Mark 700 and IC800 Low-heat Appliance Chimneys II Description A Mark 123-3028, -3034, -3036, -3042, -3048, -3336R, -3336L, -3342R, -3342L- These fireplaces are wood-burning factory-built units that differ only m size and location of the hearth opening Mark 123-3028, -3034, -3036, -3042, -3048 and -3138EP have a center opening and the Mark 123-3336R, -3336L, -3342R and -3342L have either a left-Side or nght-side opening in addition to a center opening Addi- tionally, the 3042 units have stainless steel backs Glass doors" are not permitted at fireplace openings for these units Each fireplace consists of a firebox and the firebox dome, on which rests the starter section of the chimney and as many intermediate chimney sections are as necessary to reach the desired height, a hearth extension, a flashing assembly to be attached to the roof sheathing, a roof assembly, and a fire-stop spacer for each joist penetrated by the chimney The fireplace proper may be installed with zero clearance to combustible wall and floor construction The chimney and starter sections are to be installed with not less than 2-inch clearance to enclosing walls and roof structure The fire-stop spacer is designed to establish a 2-inch clearance to the chimney at the floor, joist and ceiling construction The basic fireplace consists of a 018-inch-thick galvanized steel outer casing with 2-mch-thick mineral-fiber insulation, a 018-mch-thick aluminum-coated steel inter- mediate casing, and a firebox and dome of aluminum-coated steel not less than 030 inch thick The floor and rear wall of the firebox are covered respectively with l-Vs-inch- and 2-mch-thick cast refractory and the sides are provided1 with a liner of steel not less 048 inch thick The rear wall bricks are locked in place by 029-mch-thick aluminum-coated steel angles Radi- ation shields in the base of the fireplace are of aluminum-coated steel A damper is provided in the dome of the combustion chamber The chimney sections consist of a 9-mch-diameter stainless steel flue pipe, insulation and a 14-mch-diameter galvanized steel outer pipe centered one inside the other for the Models 123-3036, -3336R, -3336L, -3042, -3048, -3342R, and -3342L The 123-3028 and -3034 models are connected to a 7-mch-diame- ter chimney The starter section is identical to the chimney section except it includes four screws to secure it to the top of the fireplace The ends of each section are provided with lock joints for attachment to the next chimney section The fire-stop spacer is galvanized steel and incorporates 1-inch- high spacers designed to establish not less than a 2-inch spacing from the chimney sections to the joist construction The roof assemblies are round or rectangular in design The round assembly is made in two sizes, i e , 7 inch and 9~mch and three styles, i e , low, medium and high pitch, and the rectangular assemblies are made in four sizes having roof housings 18 inches~by 18 inches and 18 inches by 36 inches supplied in 36- and 60-inch heights The rectangular assemblies have galvanized steel flashing and housing sides, an alurmmzed steel top, an aluminum-coated steel rain cap, and a stainless steel slip section The 18-inch by 36-inch assembly is designed so that it may be used with one or two chimneys The round roof assembly is designed to connect directly to a chimney section and has a galvanized steel or aluminum flashing, drawband, outer shell and chimney bracket, an aluminum-coated steel ram cap and a stain- less steel flue pipe A minimum 36-inch clearance must be maintained between the fireplace opening and any adjoining combustible walls for the front opening model fireplaces For the front and side opening model fireplaces, i e , Models -3336R and L and -3342R and L, a minimum 48-inch clearance must be maintained between the fireplace opening and combustible walls at 90 degrees to either opening Additional details are given in Table No I B Mark 123-3138EP The Mark 123-3138EP wood-burning fireplace is similar in size, construction and design to the Mark 123-3036 unit except that it is designed to circulate heated air to the room in which installed or to other rooms Circulation is either by natural convection or an optional fan assembly The air outlet ducts are connected to the fireplace with listed Type B gas vent and fittings installed to provide not less than 1-inch clearance to combustible materials The maximum length of the Type B gas vent is 8 feet Outlet air grilles are to be located at least 6 inches away from the ceiling Combustible materials must not be installed closer than 18 inches to the grille A minimum 36-inch clearance must be maintained between the fireplace opening and adjoining combustible walls This unit incorporates provisions for outside combustion air The firebox consists of a heat exchanger chamber baffled to force the circulated air to the back, topped with a hood and transition section to direct the products of combustion into the flue connector damper assembly The entire firebox assembly is constructed of 030-and 018-mch-thickalumimzed steel The base of the firebox assembly is lined with P/s-mch-thick refractory brick made of haydite aggregate and calcium alummite cement The firebox is lined on the inside with replaceable 048-mch-thick alumimzed steel side panels and 020-mch-thick stainless steel back panel The firebox assembly is spaced from the outer casing sandwich to allow for the passage of cooling air The cooling air rises to a 2-inch opening between the firebox transition section and the damper assembly and enters the flue system below the damper The cooling air enters the fireplace between the firebox hearth and the supporting skid structure and, also, between the firebox hood front and the screen support assembly These air entries must not be altered or blocked in any way during installation fhe circulating air flow is independent of the cooling air flow and is restricted to the heat exchanger in the circulating mode of operation A means is provided, however, to terminate this flow external to the fireplace and in that event, the heated air is discharged into the cooling air passage and returned to the flue The circulating air enters the fireplace through two 6-inch-diameter openings on either side via ducting from the grilled inlet boxes provided This air is then forced to the rear of the firebox heat exchangers by baffles and exits the exchanger through two controlled openings at the top front sides Internal ducting carries this flow through the casing sandwich to the connector boxes on either side of the outer hood Outlet ducting in the form of 6-inch-diarneter Type B gas vent is supplied with each umt~sufficient to make the connection between the fireplace and the outlet air boxes In addition to the circulating feature, this unit is supplied with two 4-inch- diameter inlets for the purpose of supplying outside combustion air to the firebox This air flow is ducted to the lower forward portion of the heat exchanger chamber and the duct opening is controlled by two spring-load seals surfaced with a high-temperature insulating felt pad The damper mechanism located in the flue connector is designed to be nonadjustable so that the damper is in either completely open or in the fully closed position at all times This fireplace has available as an accessory a glass door package con- structed of prefintshed polished or antiqued brass or black painted cold- rolled steel frames supporting 7/i2-mch- to '/4-inch-thick tempered glass panes in a bifold configuration with wooden operating handles isolated from the glass or frame by ceramic spacers These doors are designed to prevent interference of the natural cooling air flows, to provide a path for the combustion air to enter directly into the firebox and to supply an access to the circulating and outside air control mechanisms No other doors are approved for use with this fireplace A 20-inch by 60-inch factory-built hearth extension is required for installation of this fireplace and a wall shield is necessary where a wall ICBO technical reports are issued solely to provide information to Class A members of the organization utilizing the code upon which the report is based Technical reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report This report is based upon independent tests or other technical data submitted by the applicant The ICBO technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification There is no warranty by ICBO, expressed or implied, as to any "Finding'' or other matter in the report or as to any product covered by the report This disclaime&Ofhle^frt^s not limited to^nerchantabihty Page 1 of 3 Page 3 of 3 Report No. 1141 TABLE NO I—(BUILT-IN FIREPLACES) c NO 1 2 3 4 5 6 7 8 9 10 11 12 13 MODEL 3028 3034 3036 3336 Right and Left 3342 Right and Left 3138EP 3038OA 3042 FP28 FP36 BF36 HF36 MF36 OVERALL SIZE(Inches) Width 36 36 46 41 41 46 46 52 382 462 43 4 434 43 4 Depth 22 22 24 24 24 24 24 24 245 245 245 245 24 5 Height 50 50 56V2 56 '/2 56V2 54 '/2 54'/2 56 ft 383 453 376 . 38 38 FIREBOX OPENING SIZE (Inches) Width x Height 28X2I'/! 28 x 2I'/2 36x28 Front = 36 x 28 Side = 19 x 28 Front = 36 x 28 Side =19x28 38x26 38x26 42 x 28 25 9 x 15 4 33 9 x 20 9 36 x 20 9 36 x 20 9 36 x 20 9 HEARTH EXTENSION SIZE1 (Inches) Width x Depth 44 X 16 44 x 16 60x20 Front = 46 x 22 Side = 46 x 22 Front = 46 x 22 Side = 46x22 60x20 60 x 20 66x20 42 x 16 50 x 16 50 x 16 50 x 16 50 x 16 CHIMNEY SIZE— 1 D (Inches) 72 r- 9' 9> 9> 93 93 93 8 8 8 8 8 INSTALLEDHEIGHT-FIREPLACE AND CHIMNEY (Feet) Mln 16 16 12 12 12 12 14 12 14 14 12 13 13 Mex 55 55 50 50 50 50 50 50 41 41 41 41 41 ^ REMARKS See Footnote 4 See Footnote 4 C 'Hearth extension shall be of materials specified in Section 3707 (I) of (he Uniform Building Code 2When chimney offset No 3715 or 3730 is used the maximum installed height may be 60 feet 'When chimney offset No 3915 or 3930 is used the maximum installed height shall be limited to 47 feet 4Model FP28 has a bifold, four-panel glass door designated as GD28 Model FP36 has a bifold four panel glass door (GD36) or a hinged two-panel door (HE36) The minimum height for AT500 Series is 12 feet \r\TERMINAL CAP STORM COLLAR ROOF CLASHING FLUE OUTLET WIN HEIGHTS 14 0-ICSOO 12 0 AC500 MAX HEIGHTS41 0 IC800 AND AC5OO HEAHTH EXTENSION FP28 AND FP36 FIREPLACES FIGURE NO 1 ZERO CLEARANCE TOCOMBUSTIBLES AT SIDESBACK AND BOTTOM FIRE STOP SPACER CHIMNEY SECTIONS 2 00 CLEARANCE TO COMBUSTIBLES HOT AIR OUTLET 18 MINFROM CEILING—MAXIMUMLENGTH 8 -0" 2 0-MIN SIDEWALL TO FIREPLACE-- COMBUSTION AIR VENTZERO CLEARANCETO COMBUSTIBLES 4 INCH WIDE METAL STRIP2 INCHES UNDER EDGE OF FIREPLACE AND HEARTH EXTENSION c International Conference of Building Officials EVALUATION REPORT SUPPLEMENT NO. 1 Report No. 1141 February, 1984 Fling Category. FIREPLACES HEATILATOR MARK 123-3028, -3034, -3036, -3042, -3048, -3336R, -3336L, -3342R, -3342L, -3138EP, -3038OA, FP36, FP28, HF36, MF36, BF36 AND RF36AOO nREPLACES AND MARK 700 AND IC800 LOW-HEAT APPLIANCE CHIMNEYS HEATILATOR INC. DIVISION, HON INDUSTRIES 1915 WEST SAUNDERS ROAD MT. PLEASANT, IOWA 52641 I Subject Heatilator Mark 123-3028, -3034, -3036 -3042 -3048, - 3336R.-3336L.-3342R.-3342L.-3138EP-3038OA FP36 FP28.HF36, MFVi, BF36 and RF36AOO Fireolaces and Mark 700 and IC800 Low-heat Appliance Chimneys (issued February, 1985) n Description. Add a new paragraph G Model RF36AOO Fireplace: The RF36AOO is a factory-built wood- burning fireplace consisting of a refractory-lined alumimzed steel firebox surrounded by a galvanized steel outer shell The fireplace is intended for installation with the manufacturer's listed Senes 500 air-cooled fireplace chimney system The Senes 500 chimney consists of an 8-mch-diameter stainless steel flue liner and a concentric 13-mch-diameter galvanized steel outer casing Model AKIOAOO Outside Air Kit, Model GD36AOO Glass Door Kit and Model FK30 Fan Kit are offered as optional accessories and may be either factory attached or field installed This fireplace is intended for single- and multiple-story residential build- ings where the overall height of the fireplace assembly is not less than 12 feet with a straight chimney, 14 feet with two 30-degree elbows, 24 feet with four 30-degree elbows, nor more than 90 feet maximum height These fireplaces may be installed directly upon combustible construc- tion, and the chimney is intended to be installed with a 2-inch air space clearance to combustible construction Fire-stop spacers establish a 1-inch clearance to the chimney at floor joists and at ceiling penetrations The back and sides of each fireplace is marked with the following " '/2-INCH MINI- MUM AIR SPACE TO COMBUSTIBLE CONSTRUCTION ' III Evidence Submitted- No change Findings IV Findings No change. This report expires concurrently with the master report dated Feb- ruary, 1984 TABLE NO I (BUILT-IN FIREPLACES) NO 14 MODEL RF36AOO OVER ALL SIZE(Inches) Width 36 Depth 22 '/I Height 38 '/2 FIREBOXOPENING SIZE(Inches) Width x Height 36 X 21 HEARTHEXTENSION SIZE1 (Inches) Width x Depth 50 X 16 CHIMNEYSIZE— 10(Inches) 8 INSTALLEDHEIGHT-FIREPLACE ANDCHIMNEY (Peel) Mln 12s Max 90 REMARKS 'Minimum height to be 14 feet with two 30-degree elbows and 24 feet with four 30 degree elbows MODEL RF36AOO FIGURE NO 2 1*0* HIM SlDCI TOflKFLMX c ICBO evaluation reports are issued solely to provide information to Class A members of the organization utilizing the code upon which the report is based Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant The ICBO technical staff has reviewed the test results and/or other data, but does not possess testfacilities to make an independent verification There is no warranty by ICBO, expressed or implied, as to any t'Findmg" or other matter in the report or as to any product co vered by the report This disclaimer includes, but is not limited to, merchantability Page 1 of 1 ^ I '$$ International Conference of Building Officialsul >*rv j •• ' & EVALUATION REPORT SUPPLEMENT NO. 2 Report No. 1141 February. 1985 Filing Category: FIREPLACES i , VI MODELS BH42A, TD36A, CL36A AND CR36A FACTORY-BUILT FIREPLACES ' , HEATILATOR INC. - -,- * " ( ' 1915WESTSAUNDERSROAD »,f ' , P. PLEASANT, IOWA 52641 ',"".' t ,''' ' , f' .- I Subject. Models BH42A, TD36A, CL36A and CR36A Factory-built ^r'j Fireplaces (issued October, 1985) • t _•,,;,.,,' " r ;-)$"$" H Description: Add new Paragraphs H through J and redesignate Para- ' , ;w graph Oof the master report as Paragraph K , _j, , ,t , ,( , ^ < **' H Model BH42A Fireplace- The BH42A is a factory-built, wood-: burning fireplace consisting of a refractory-lined alummized-steel firebox •'. / ."./surrounded by a galvanized steel outer shell The fireplace is intended for ,"' installation with the manufacturer's Listed Series 500 chimney system The •f&iw chimney consists of an 8-inch I D stainless-steel flue liner and a 13-inch ; . -,OD galvanized-steel outer casing Model AK42-A Outside Air Kit, Model |"-/$?GD42 Glass Door Kit and FK25A Fan Kit are offered as optional accesso-1 nes and may be either factory attached or field installed .' ,.,.<<, > •{ . . The fireplace is intended for single- and multiple-story residential build- ings where the overall height of the fireplace assembly is not less than 13 ]i,' feet with a straight chimney, 17 feet with two 30-degree elbows, 24 feet with '»T four 30 degree elbows, nor more than 90 feet maximum height • <- t \ 11 i "{<'>• The fireplaces may be installed directly upon combustible construction, , ,%and the chimney is intended to be installed with a 2-inch air-space clearance < to combustible construction Fire-stop spacers establish a 2-inch clearance l^rto the chimney at floorjoists and at ceiling penetrations A 1/2-inch mim- ^'jLfmum air space to combustible construction is required from the back and,Asides of the fireplace ,, , » , . ,. i , ," •i r.Vl Model TD36A Fireplace: This wood-burning factory-built fireplace consists of a refractory-lined alummized-steel firebox surrounded by a galvanized-steel outer shell The fireplace is intended for installation with1 the previously described listed Series 500 chimney system Model AK13 ' Outside Air Kit and Model GD36TD Glass Door Kit are offered as optional accessories and may be either factory attached or field installed ' •; - The fireplace is intended for single- and multiple-story residential build-J'T ings where the overall height of the fireplace assembly is not less than 14 t.v-f. feet with a straight chimney, 18 feet with two 30-degree elbows, 24 feet with r vc \vi£f The fireplace may be installed directly upon combustible construction, and the chunney is intended to be installed with a 2-inch air space clearance ' to combustible construction Fire-stop spacers establish a 2-inch clearance • to die chimney at floorjoists and at ceiling penetrations A minimum 1 -inch , air space to combustible construction is required from the back and sides of the fireplace < ••' • , * - I ••' '.IT' l' J Models CL36A and CR36A Fireplace: The CL36A and CR36A are corner-type, wood-burning factory-built fireplaces that consist of a refractory-lined alummized-steel firebox surrounded by a galvanized-steel ' outer shell Model AK50 Outside Air Kit and Models GD36L and GD36R .Glass Door Kits are offered as optional accessories and may be either factory attached or field installed • . - ,-— ' ' The fireplaces are intended for installation with the previously described listed Series 500 air-cooled chimney system ,'j '"<',•"•'.,''•', ' ' These fireplaces are intended for single- and multiple-story residential ^ buildings where the overall height of the fireplace assembly is not less than 14 feet with a straight flue installation, 17 feet 10 inches with two 30-degree elbows, 24 feet with four 30-degree elbows, nor more than 90 feet maxi- mum height t'. <\ \ ' " ;/, ',',. ") ,, i ', > ' | '' )' I/ ' •' The fireplaces may be installed directly upon combustible construction, < and the chimney is intended td be installed with a 2-inch air clearance to combustible construction Fire-stop spacers. Models Nos FS541 and FS543, establish a 2-inch clearance to the chimney at floorjoists and at • ceiling penetrations A i/2-inch minimum air space to combustible con- ' struction is required from the back and sides and the outside air metal collar of the fireplace .^i,- ,, ,,..^1-. ., ' K Identification: No change _'"•.•+/' 1 ID Evidence Submitted: No change ' %^-**•*>•*[,'-+-\ ,'?'• •X , i l\ - " • ' ' ' " ,* , ' Rndings * >'• , ,' ' -- .." IV Findings: No change. Unless specifically noted in this evaluation report supplement, the master report remains valid and unchanged. This report expires concurrently with the master report dated Feb- ruary, 1984. f ,, jjvil if ,,, ..,,-,'.-, w." -> ,';;,. ,- • TABLE NO MBUILT-IN FIREPLACES)i-V!.>f"•~i<ti\'"l «^' NO IS 16 17 MODEL TD36A BH42A . CL36A/ ' CR36A OVERALL SIZE(Inclm) Width 44 465 3675 Depth 21 I 24 22 13 Height 41 3 398 41 5 FIREBOXOPENING SIZE(Inches) Width x Height ,'36 x 21 9 • 42 x 19,7 * 34 x 21 9 27 x 21 9 HEARTHEXTENSION SIZE*(Inches) Width x Depth < 52 x 16 f, 16 x 58 •' ' Front— 44 x 16 Side— 44 x 16 CHIMNEYSIZE— ID(Inches) **.V* •<«•"8 8 INSTALLEDHEIGHT-FIREPLACE AND CHIMNEY (Feet) Mln. 14 13 14 MM 90 90 90 '•>r • - ?~~i ;' •"''.'-, I '^'-..: ' REMARKS *' Minimum chimney heights noted are for installation without elbows • J v e ICBO evaluation reports are issued solely to provide information to Class A members of the organization utilizing the code upon which the report is based Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report i4-;-(,'• • * , :<•&?&••< -» - This report is based upon independent tests or other technical data submitted by the applicant The ICBO technical staff has reviewed the test results andl or other data, but does not possess test facilities to make an independent verification There is no warranty by ICBO, expressed or implied, as to any "Finding" or other matter in the'report or as to any product covered by the report This disclaimer includes, but is not limited to, merchantability '» .• ,-. - H- I t * :! t * T1TLE--24 C I- * * t-H tt I ttt f t t I M. * -I I * t tt 1 M M M M t * t N f 1 1 1 1 t + ALCULATIONS t M: t m- M * i * 1 1 M -I -1= -I BY: i t t 1= 1 1 * t * 1 H t 1 i- 1 1 t ENERGY CONSULTANTS* P.O. BOX 1CJU9 SGI ..ANA BEACH, CA 9^073 F'h on e :: f & 1 9 > 94 -.:•• 734 3 481 ...... -1775 + iMMHt+m t I- 1 1 1 •!• t =1 1 1 I t H -t 4. - 1 H - 1 -t t * ! •! * 1- * t 1 t * -M J I' \ 't \- \ I -I • TITLE 24 CONSULTING • NEWS EXISTING STRUCTURES • RESIDENTIAL S COMMERCIAL ENERGY ANALYSIS James 0 Courier Pamela A Templm General Contractor Energy Analyst Lie. # 409943 735 Cornish Encmitas, CA 92024 (619) 942 7343 nMethod 1 compliance irjp-ludes. (1) Completion of one of the package options and (2) the mandatory ***features/devices listed on Page 1 Including sizing computations for heating and cooling equipment. SIGNATURE.OATE. D METHOD 2- "POINT SYSTEM" CALCULATION (TRAOE-OFF TECHNIQUES ALLOWED FOR ALL COMPONENTS) The Point System Computation Form (OPL No.4<38A) shall be included in the carnal lance documentation as as pi ins shewing the mandatory features/devices listed on Page 1 including siring computations fnr heating and coo 11ng aquipment. SIGNATURE OATE. D n METUQD 3. PUBLIC DOMAIN COMPUTER PROGRAM DESIGN ANALYSIS (ANNUAL ENERGY BUDGET) The computer calculation printout, including input ("Control") data, shall be provided in the canal lance documentation as *ell as plans showing thef mandatory f»aturesZd«v"75es listed on Page 1 :omojtations for heating and cooling equ/pment. (CALPAS or>ffc30PAJS .i^ogp^s--4Pe--a(rpToved.J COITION- COMPLIANCE SHALL 3E AChlEV SHOWING ALL OF THE FOLLOWING CRITERIA. (1) Compliance *ith the ceil ing/wall /floor insulation, glazing U-value, and shading requirements of Component 3ackage A of Metnod 1; (2) all mandatory features/devices as listen on Page 1, and (3) glazing area limited to L6X of the addition's r1ocr area plus the axterior glazing area that *as removed is a result of the addition ALTERNATE. May use "°nint System" analysis for entiro nouse With the new addition included,- OPL :«J. 409A (6/16/83) SIGNATURE DATE. 2 -OF Page t MICPOF'AS 2.0 File-MUPPHY2 Weal her-CZ 7 Pr ogr anr-SUMrlAPY Pun™'..; INGLE GLAZING Project-MURPHY RESIDENCE Date~OG,/23/87 M I C P 0 P A S 2.0 CP/M - t0/22/85 C a 1 r u |. a 11.1 > n s B y:: ENERGY CONSULTANTS P.O. Dc.v 1321 S o !i ana R t- a c h C a 1i f o r 111. a 9 2 f > 7 5 (619) -4 R1 --1775 nr 74 9-7'-;..JO PPHJEi" T DATA Pun T.i tit? . . . . . . „ . . . „ B INGLE. GLAZING Pro .je.-.t T-i. t 1 P .. ...................... MURPHY RESIDENCE Ownet ' s Name MUPPHY Site Location ................. . . . . . COAST BU.I lei t ng Type . . . . . . . . „ . . . . „ RINGI f-. DESIGN DATA E3 >--1,-,r area < sqft ) ........ 134-1 Gl az i ng area f sq 1" b > ., ,. . 1.7-1 „ 03 G1 az .1 ng p**r c en fc <age ( 7,, > .„„.,...„„ „ „ „ 1 2 „ '~-)7« 61 az i ng DA ( Ptu/hr -F ) . . . 191 i 3.T/. i Opaqi.u« UA < btu/hr -F ) ........... .. 27-1 t -15. 9"/. > I n f i 11 r T b i on DA < B b u/hv -F ' . 132 f 2 2. 1.7. > Total UA f Btu/hi- - F > . . . . . ., 597 < 10O7, s NEC HAMIC AL SYSTEMS H^at-i. ng System „ . . . . . . . „ EUPNAC br Cool i nq System „»„»..„,,.„„. AC Vt-nt i .I a 1:3 on SysttTn „ . . . „ NATUPAL C1.1 MATE DATA Weather Data Location ....... ........ SAM DIEGO TA 62 ES(JL/RED Average Temperature (F > ................. 61 Mi mnuini Temperature ( F ) . ,, „ . » .,.„„„„,... 45 Max] ilium Teniper atur e t E ) „„..,„„.„ „...„. 88 Pag* 2 M I C POP AS :• „ 0 F j. 1f - MUPPH Y :• Wea b her -C Z 7 Pr on r ain-SLIMM AP Y Pun -51NGL E RL A 7 I NG Pr .. j ec t -MUPPHY PFBIDENC F Dat e-OC /1:3 / 87 PEPFDPMAMC E SUMMAPY BUILDING Heat i ng f'oi '1 ing Vent i ng Total s l-Uf ANNUAL < 1- Btu> 305 er/- n "itJt/C) ».. •1 J ^ O '" " PEAI- ( 1- Btu/hr > 3.B -21. -1 i... uiNaurir I .iui FUEL ELECT PIC (1 B b u ) ( I Wh ) 4 / 1 0 710 0 471 7.1.0 M ~ ~ CHST <t») i>:- f>SO •to *H2 EMFPGY L-iUDGET COMPAPISOM souprr ( I- Btu ) FiaupCE ( \ Btu/sf ) CONSUMPTION -- - FUEL ELECTPIC TOTAL ( f> > < $ > < $ ) BUILDING:1344 s f o f C on d 111 on ed F1 oor Ar €?a Heat ing Cooling Vt-nt J. ng Totals 0.4 5 „ 4 0.0 7738 (- £nr&. $80 *0 *SO CALIF. STANDAPDS BUDGETS Single Family Home in C lama be Zon*« 7 Heating Cooling Total <=> H70 GG86 8064 *80 1,0 $72 Fuel Cost ™ *0.1530 pi-r Therm M Thei- ni - 100 I- Bt u) Electricity Cost = *0.11? per I Wh 1 l-Wh x 3 x 3.41 I source- I- Btu * 1-t Peal season t s > nob simulated - Cherl- peal- loads •I'-I I Energy Budgets valid BUILDING DESIGN AMD EQUIPMENT QUMMAPY Pro jei-t Ti L1. e Pun T.i. t ] e . . . . Owners Name .. LI ii.: at i (~if\ „ „ Bui 1ding Type C f i mate Zone „ MUPPHY RESIDENCE SINGLE fit. A ZING MUPPHY COAST SINGLE 7 MICPOPAS FOPM? Dates f>&/23/87 Cover Page f I _„._„„. ™. „. _ _„ „. ______ i (checf ed by > l I .„„„_„ „.„„ __—. -..-. ! t d at e > MICPOPAS 0 F11 e-MUPPHY;:: Pr oq r am-FOPM 2 M I C P 0 P A S 2.0 CP/M - 10/22/8S r" a I c L 11 a t i o n s B y s FNrPGY CONSULTANTS P.O., Box 13,.:9 Bolana Bearh California 92<)75 (619) 401-4775 ov 7-^9-7920 ENERGY BUDijFT COMPAP1SON I. C -14 ^.3 q f t L o n (j j. t .i. o n e d f 1 o o r a r t • a Heating Ci-'ol :i ng Vent .1 ng Tntals PROPOSED BUILDING CONSUMPTION ---- BUDG FUEL. ( !• Btu ) 471 ELECTRIC ( t Wh i O 7 1 0 0 SOURCE ' 1- Btu) 471 7266 0 r- yc* __.t_ t t-1 SOURCE (I- Btu/sf ) 0 „ 4 5., 4 0 „ 0 STANDARD BUDGE T SOURCE ( 1- Btu/sf J 1. 1 4 ,, 9 CUSTOM BUDGET SOURL E t 1- BLyg/sf ~T 47 I. 1 1- Wh elec 710 773R ,41 = L source I- Bbu, 1 I-Btu fuel :! source I hereby certify that the computer program used in this analysis, MH POF'AS 2.of is a '..al cul at i on method approved by the Call Forma Energy Commission, that the input values used are those values required by Section 2-530-1 <d >4.B. of Chapter 2-50 Title 24 of the California Administrative Code, and bhat bhe proposed building modeled i <=> cons 3 it ant with bhe proposed buiJding p'lans ancL>erfn>>cn fn-abions, i"er b L f yi ng Si gnatur ei BUILDING DESIGN AND EQUIPMENT SUMMARY Project Tit PUD Title „ Signature . MUPPHY RESIDENCE GINGUEJ3L.AZING M I il POP1 AS FOPM2 Pag« 1 Ot,/23/G7 F11. e-MUPPI IY ? Pr og r am-FOPM 2 BLIILDI IMG ENVELOPE DESIGN ~ZONE » HOUSE' Tobal Floor Area „ „ 1344 sq F b S LI P F A C F S s D * • s • r ] p 11 o t \ a. Wai 1 __ b. Door _ c „ C e i ] j n g d „ S1 a b P e Y t n i e b e r 4. GLAZINGS: a. Soufch__ b. Wesb ' c„ Norbh_ d. East SHADINGSs a. South b. Wo<5t__. c. North_ d., Ea*3t__. 6, OVERHANGS: Desi.. r L pt :L on Total .1 p t a 2,, Volume Area LOG! sqft 37 sqft 1403 sqft 152 Ft Ar ea 14 sqft; 37 sqfb 21 sqfb 1 OP sqft 174 sqft Area 14 sqft 37 sqft 21 aqft 102 sqfb U-val. ue o.O90 0.390 On 033 0.720 1 209G cuft R-value 7. F.A.U-value Type 2. 7X I. . f,X 7 .6'/. 1. 2 n 9°/. Cool ing Shad,. Coef, O.QO 0=80 O . BO 0 . BO 1. 10 1. „ .10 J.,. 1 0 1. 10 S L n g 1 ** S i n y 1 e Si nri'l e Sing I. e C> 10] i ng Shad., Fact, O.fK) o. no f)., BU o., no Glaring Overhang Overhang D e s c r i p t 3. on A r e a H e j g h t I _ *•• n y t h H e i g h t a. West . 37 sqft 3.5 ft 2.O ft 1,,O ft b,, Ea-_,t_I_I_~ H._I 1_ to!1 sqft 3.5 ft 2.O ft 1. „ o ft 7. MOVEABLE INSULATION: NONE 8 „ INFI I....T PAT' I ON C ONTPOL s f C on s t r uc b :i on Ty p «- _W£&/£>_Sn o „ 10 ac / h r 9., THERMAL MASS:: T o t a 1 T h i c I- - C o n d u c •••• H e a t A .1. r F n .! n i D «• s c r i p b i o n A r e a n e s «=> b i v i b y C a p „ C o n d u <: t a i i c e a. SLAB 200 sqft 4.0 in O_90 28 1.30 bo HOUSE b. CSLAK 1034 sq Ft 4.0 in O.SO 2B 0.36 to HOUSE HEATING, VENTILATING, AND AIP CONDITIONING SYSTEMS—ZONE "HOUSE" 10. HEATING SYSTEMS ft. Typt- . . „ FURNACE b. Model -A^T_t:^^-.._ .- . EFF/rOP-' ...... 0.71 cL Capacity 3%~£fct-J (Btu/hr)._ _^ «™.. BUILDING DESIGN AMD EDLII FOMENT SUMMARY Pr o joc b Title . . MUPPI Ms PESIDENC E PHI i T i b 1 e . . . SI NGL/ff Jal. AZ I IMG Si gnature MIC POP AS FORM;:: Paq<- 2 Dat«s 06/23/87 1 1. II('DOLING SYSTEMS a,, Type „ « „ « AC c ., STEP . . B, 00 12,, VENTILATION SYSTEM:; a. Type . . . . „ „ MATUI-'AL b. Mudel d „ Capai~ 'i by <Btu/hr MIr POPAS ASGUMPTIDNS-Bu11d111q Tuta1 Ml. I-Jmldmg Labi budt? ,. 32 ,,6 deg M2. Wind Cor r ect \ on Factor ,. u . <>„ 25 MICPOPAS ASSUMPTIONS-ZONE 'HOUSP' Z1., Zontf Heat Cap „„„ ZC5. Vx-nt Tnl«-t Area ,. Z5. Vent Heiqht ..... ]01G Btu/F 17 sqfb 2.0 ft 1C,., THERMOSTAT SETTINGS;: a „ Hea b .1 n g Temp t r at ur e s b „ C oo ling Temp t*r at ur e s c,, Vwnting Temperatures d. Set bad- s: Z2,. Internal Gain . .... 86991. Btu/day 2 A ., Vent on bleb Ar ea „ . 17 sq ft Z£,,, Vent Az i muth „...„., (") 00 80 No f.ui-,11 ng Season L5 no 65 No Page? 1 MIC POP AS 2. 0 F11 e-MUPPH Y2 Wea b her -C Z 7 Pr og r am-FOPM AT Pun--SINGLE GLAZING Project-MURPHY RESIDENCE Date-06/23/87 Input file 'MUPPHY2' last edited .-n 06/23/87 CONTPOL DATA PUN DATA J PUN TITLE (25 char ) .............................. SINGLE GLAZING 2 PROJECT TITLE c25 char i ......................... MURPHY PESTDENCE 3 OWNEP' G NAME < 25 char ) ............ MUPPHY 4 SITE LOCATION < 25 char > ......................... COAST 5 BUILDING TYPE < SINGL E, CLUSTF.P, DESIGN, NONE > ...... SINGLE SITE AND WEATHEP DATA J BUILDING LAT ITLIDE ( decimal deg > 32. & 2 BUILDING POTATION < deg,0=S,90-W,-90=E,1BO=N> .... 0 3 NUMBER OF" WAPMUP DAYS (10 max 3 muni) 3 4 WEATHEP DATA FILE NAME cCZ12,etc > ............... r27 5 WIND i" OPPECTTON F AC TOP < fract j on > . 25 G HEATING MODE GROUND REFLECTIVITY (fraction) . .... 0.2 7 COOLING MODE GROUND REFLECTIVITY (fraction) . .... O.2 8 GROUND TEMP DAILY FACTOP (fraction) ............. O 9 GROUND TEMP MONTHLY FACTOP <frac b ion > ........... 1 10 GROUND TEMP ANNUAL FACTOR < frac bion> ........... 0 1 I HVAC SIZING:; LQi AT I ON < 25 . har ) SAN DIEGO SIMULATION CONTPOL DATA 11 NUMBER OF SIMULATION SEASONS < 8 only > ........... 8 SEASON SIMULATE NAME SEASON 1 WINTER YES WINTER/SPRING YES 3 SPRING/SUMMER YES 4 SUMMER YES 5 SUMMER/FALL YES G FALL/WINTER YES 7 PITA* HEATING NO 8 PlrlAI COOLING NO GENEPAL OUTPUT SPECIFICATIONS 1 COPY OF INPUT DATA c YES, NO, FORMAT > .............. I'OPMAT 2 SUMMARY < YES, NO > .......... . . . . . YES 3 FORM 2 (YES,NO > ................................. YES 4 HVAC SIZING: CALCULATIONS (YES,NO) .............. NO ZONE DATA NUMBER OF ZONES 13 maxi muni > .......... 1. Pa CM MICPOPAB Pun-BTNGLF. ;:: „ o i-1i * -MURPHY :• w*-a fc h «r -r z 7 FT ogr am -FORMAT GL A 7 T NG Pr o j e-: b - MURPHY PESIDENC E Da b e -0& / ::3 787 ZONE 'HOUSE' I. 3 4 5 C 7" 8 9" 10 1 I 1. 2 1C) .1.4 Lfc 17 10, NAME. ( HOUSE, GLINSPACE, wbe ' . . . . HOUSE FLOOR APEA ( sq f fc > „ . . .1.344 VOI .Ulir-I < •-11F b > . . . „ . . . „ 1 ?09G HFAT CAPACITY < Btu/F » 30.1.6 INTERNAL HAIN <Btu/day> ............. 06991 INTERNAL GAIN SCHEDULE t INTERNAL , NONE, etc > ., „ IMFTL.-I RATION PAGE ACH < a..::/ht- ) .,„.,„ „..„,.,,„ INFILTRATION TEMPERATURE ACH <ac/hr-F> .„„... INFILTRATION WIND ACH < ac/hi mph > ..,„.,,, „ ., „ HEAT E X C H ANLiEP SYSTEM NAME c HEA TE X,NOME„eIc > HEATING SYSTEM NAME. < FURNACE, NONE, et. > ...... i::OOI....TNCi SYSTEM NAME f HEATPUMP, NONC, etc > . ... VFNTTLATTOM SYSTEM NAME HEATING MODE THERMOSTAT CnOLTMG MODE HVAC SIZTNGs HVAC SIZINGs HVAC SIZING! „ INTERNAL „ . 10 „ . 009 . . 022 ., NOME „ FURNACE . AC ( NATURAL., NOME, etc ) . . . . . NATURAL NAME <HEATCNSTyetc) .... HEATCNST THERMOSTAT NAME <roOLilNST,etr ) .... COOLfMST NUMBER OF PEOPLE . 4 APPLIANCE GAIN (Btu) „. 1200 IMF11 -TRATION < FIGUT ,MFD T DM fLOOSE > . MED1 DM OPAQUE SURFACE DATA 41 J. -1 •• 4—/"I 4 5 6 7 NUMBER OF NAME r SMALL WWALL NWALL EWAI..I POOF SI ABEDGE DOOR SURFACES APEA ( sq Ft > —2 26G 310.4 2O3 ;::B 2 1403 is.:: 37 max] inuiii' U--VALUE (Pbu/hr - s F -F ) . 090 „ ()90 » O90 . 039 „ 7I1 .39 AZIMUTH <deg> .._ .„ l „__. 0 90 180 -90 0 O -90 TILT < deg » 5 90 9u 90 90 0 (..) 90 „ 7 ABSORP- TIVITY < frac J — " (5™ "" ™ 0.5 O „ 5 O „ 5 0. 5 0. '5 o ZONE NAME "7/ HOUSE HOI ISF HOUGE HOUSE HOUSE HOUSE HOUSE SUPFAfF DATA GLAZING BLIPFACFS NLIMHEP OF SURFACES < 20 m<v/, unum ) . . . ...... 4 NAME _ m>_ .1 MGLASS SI.LASS1 E GLASS WijLASS APEA ( sq F b 'J 2 - Z1 L 1.4 1O2. Z'8 ?,(",, 75 U- VALUE f Pbi.i/hr -sf-F> 3 — 1. 1 t. 1 I. 1 1 „ 1 AZIMUTH ( deg J -4 1 00 O -90 90 TIL. T < deg ) „ r- 90 90 •30 90 NUMBER or PANES F, -- 1 1 1. 1 ZONF NAME 7 — HOUSE HOI JSE HOUSE HOUSE TPFAT- MEM r NAME .- .. —QO CURTAl M CURTAIN OH OH Page MIC POP AS :•. 0 F11 e-MUPPH Y2 Weat h er -C Z 7 Pr oq i- am-FOPMA T Pun--SINGLE GLAZING Pr o ject-MURPHY RESIDENCE Date-06/23/87 GLAZING TREATMENTS tt NUMBER OF TREATMENTS (20 maximum) NAME GL..AZ OVER- OVER-- HEAT HEI- HANG HANG SHAD GHT LENG HIGH FACT —•- 1 2-- 3 1- — 5— 1 CURTAIN O 0 0 t 2 OH 3.5 2 1 t COOL SHADING SHUTTER SHUT SHUTTER SHAD SCHEDULE U-VALUE TRAN SCHEDULE FACT NAME FACT NAME " '"" &"" "' "*" ~ / "*" *™ '" ~" ™" ""* O""" "" *"" "'" J J. I.) " "**" .00 NOME 0 0 NONE ,. 80 NONE 0 0 NONE MASS DATA #- NUMBER OF MASSES (5 maximum) MASS 'SLAB' 1 ~t 3 4 5 & 7 8 9 10 1.1 12 MASH 1" — i 3 4 5 6 7 0 9 1.0 1 1 1 2 NAME ( SLAB, MASSWALL, WATER, ft... > . . . TYPE < NODAL, ISOTHERM, ENEPRHASE > ................. SUPFAC E AREA < sq f t > THICI- NESS ( t nche=, ) VOLUMETRIC HEAT CAPAC ITY ( Btu/cu Ft-F > ........... CONDUCTIVITY ( Btu--f b /hr-sq f t-F > ................. SIDF ttl MASS SURFAi"E NAME < SL ABTOP, ebc ) ......... SIDE ttl AIP FILM CONDUCTANCE c Btu/hr -sq f t-F ) .... SIDE ttl ZONE NAME ( HOUSE, AMBIENT, et>.- > .. SIDE tt2 MASS SURFACE NAME ( SL ABBOT, NONE, elc ) . „ . SIDE #2 AIP FILM CONDUCTANCE ( Btu/hr -sq f t-F > . .. SIDE tt2 ZOMC" NAME < AMBIENT, GROUND, NONE, etc ) . ... TSLAB' NAME, t SLAB, MASSWALL, WATER, etc 1 .......... TYPE ( NODAL , ISOTHERM, EMERPHASE > ................. SURFACE APE1A ( sq ft > .................. THICI- NESS ( 3 nches > .............................. VOLUMETRIC HFAT CAPAC ITY ( Rlu/cu ft -F ) CONDUCTIVITY ( Btu-f t /hi- -sq f t-F > ................. SIDE +1 1. MASS SURFACE NAMF < SL ABTOP, etc > . . . . S I DE tt 1 AT P F I LM C ONDlJf TAMC E < B b u / h r -sq f t -F > . S I DE tt 1 Z ONE NAME c HOUSE , AMB I EN T , et c 1 ............. SIDE tt2 MASS SURFACE NAME ( SLABBOT, NONE, etc > ... S J DE ft!1 A I P F [ L M \~ ONDIJH T ANf E ( Bt u / h v -sq f t ••••[" > SIDE tt2 ZONE NAME ( AMBIENT, GROUND, NONE, etc > .... SI AB NODAL 20O A 28 .98 SLABTOP 1 *"»n Cl HOUSE IMONI: o NONE CSLAB NODAL 1034 4 28 ., 98 C SLABTOP '"V" n ,..M / HOUSE NONE O NONE <SYSTEMS DATA ENERGY COSTS 1 FUt L C OST ( do H av <,>/ t h er n.) 2 ELEC TPIC IT Y COST < d o 11 ar s /1- Wh > 5<~1*./ Ill Pag*? -1 MICPOPAS 2.0 File-MUPPHY2 Weabher-CZ7 Program-FOPMAT Pun - SI MOLE GL A Z INQ Pr o j *r b --Ml JPPHY PESIDEIMC F Dat e-O& /23/B7 HEATING HYSTFMS tt" NUMBEP OF HEATING SYSTEMS <3 maximum* . . I NAME HEATING SEASONAL HEATING DUCT SIZING; FUFL EFF OP CAPACITY LOSS DUCT NAME COP (Btu/hr) FPACT ION LOCATION __. -| ~i -3. — i.± — ^J C FUPNACE FUEL COfJI.. IMH SYSTEMS 7J UNLIMITED 0 CONDITION I ID IT 1 *l I./ 1 f A, ' k.» t \. NAME ... ii 1 AC ,Jl *.. t../ U./ I — J. i *i "_l v SEASONAL FEP (Btu/Wh > -ij~ S „ (") ../ i \..t i i .. i i * J * i..J COOLING CAPACITY (Bbu/hr ) l~\""""" """ v,tl UNLIMITED LATENT LOAD FP ACT I ON — — — —0 DUCT GA I N FPACTION ir_-^j — _ -„_.„ O SIZING:: LATENT 1. OAD t 0. 2 SIZING: DUCT LOi'A'l TON __. .. - „. ATTIC VENTILATION SYSTEMS tt- NUMBEP OF VENTILATION SYSTEMS <6 maximum) ....... 1 NAME FAN FAN TEMP INLET OUTLET HIGH INLET STAC I WIND FLOW POWER DIFF APEA APEA DIFF AZIMUTH EFF1C- EFF1C- ( c f in ) ( W / c f m )d'~) ( =,q F b ) ( sq f b ) (ft) ( d t*g ) IENC Y IFNC Y 1 -i «-i _. J._ . =: C "7 Q Ci 1 i"ii *- i_j *"r *j LJ / o ../ i LJ J NATURAL 0 O O 17.4 17.4 ? 0 1 1 THERMOSTAT SYSTEMS •It NUMBEP OF THERMOSTAT SYSTEMS (6 maximum) ........ 2 NAME HEATING COOLING VENTING HEATING COOLING VENTING HOUPLY TEMP TEMP TEMP SETBACh SETBAO SETBAO SCHEDULE (F) CF) (F) TEMPID TEMP(F) TEMP<F> NAME -j __ _ .„. -i „ „ __ o -j _cr „ c __ "7 _ Oi j_ 1..J H' vJ C* / • — — - •- —o— ••-•—•- 1 HEATCNST 65 SO 8O 0 0 0 NONE 2 C(]OL.n\IST 65 80 f,5 0 O o NONE SCHEDULE DATA ft MUMPER OF HOURLY SCHEDULES <5 maximum) HOURLY SCHEDULE "INTERNAL" 1 NAME ( INTERNAL , SETBAH- , otc > ........ . „ INTERNAL 2 HE ATING MODE f ON,OFF,AUTO,OPEN,C LOSED,UP,BACI , frac 11on) 5. 9. 13. 17. Z'J . 0. 024 O. O 21 0. 056 0. 045 0. 057 0. 050 6. 10. 14. 1.8. 0., 022 0. 026 O.O6O 0.030 O.Ofc-1 0.055 7. II. i. LJ , 19. O. 021 0.038 O., 059 0. 028 0., 064 0 „ 044 0.021 0.059 0.046 4. 8. 12, 1.6., o.iXJl 20,, 0.052 24. 0.027 MICPOPAS 2.0 File-MUPPHY2 Weather-C17 Program-FOPMAT Pun-- E3 T NGLF GLAZ I NG Pr o je..r b -MUPPHY PESIDFIMC E Da b e - 06/ ::3/F37 Page 5 3 COOLING MODE < t. 5. 9. 10. 17. 2 .1. „ 0. 0. 0. 0. 0. 0. 024 02:1 056 045 057 050 DM , OFF „ AUTO , OPEN , C LOSED , UP „ BAG 1- , f r ac b j. I' ., W » 10. !-!„ 18. .i». a... n 0. 0. 0. {)„ 0. 0. O 22 026 OGO 030 064 055 3. 7. 11. 15. 19. 23. 0. 0. 0. 0. 0 . 0. 021 ()38 059 020 064 0-14 on ) 4. Q. 12. JG. 20 . 2-1 ., 0. <")„ 0. 0. 0. 0. <)21 059 046 031 ()52 027 HEAT LOGS CALCULATIONS MUPPHY RESIDENCE Tow = 39 Dey. F. Delba T -™ 70--30 - 31 Dt-g. F. mittm + *ttM*l*Htt**ttH -t t I" * I + * -I- 111 I't -I" 1t H"l 111 t m ELEMENT APLA U-VALUE Delta--!" PbuH WALL 1061 .090 31 2960 C TILING 14 03 .,039 3.1 3606 SLAB 152 .72 31 33^3 WINDOWS 174 I. „I 31 5933 INFIL . 9x 12096 .018 31 6075 TOTAL 20504 FAU SIZE MUST BE LESS THAN 45,000 BtuH OUTPUT TYPICAL. UNITs DAY and MITE 394J024030, 32,OOO BtuH CALIFOPNIA SEASONAL EFFICIENCY 7JS.7 7. HORIZONTAL GAS FURNACES WITH INTERMITTENT PILOT IGNITION SYSTEMS \ r SPACE-AGE CONTROLS REDUNDANT GAS VALVE Two main operators provide doubleprotection in event of failures 'We % MAIN GAS VALVE CONTROLLER If loss of pilot flame occurs the con- troller will close the valve within 8 second Pilot flame is ignited by a spark Pilot operates only when heat is required saves fuel! PILOT GAS IGNITOR THE ABOVE PICTURE IS FOR ILLUSTRATION ONLY DRAFT DIVERTER, GAS VALVE AND CONTROLS MAY BE REVERSED IN THE FIELD FOR DETAILED INSTRUCTIONS REFER TO THE INSTALLATION MANUAL FURNISHED WITH EACH FURNACE. ^'» STANDARD EQUIPMENT^ • Robot MIG welded heat exchanger • Die-formed ribbed reinforced cabinet parts • Foil-faced fiberglass insulated cabinet • Die-formed double slotted alummized steel burners • 446 stainless steel flame carryover • Baked acrylic enamel paint finish • Brass burner orifices* Intermittent Pilot Ignition System • 100% shut-off redundant gas valve » Combination fan & limit con- trol • 40VA transformers for all models • Fan relay for standard and high air models • Auxiliary limit control • Door interlock switch • Four point rubber mounted suspended blower • Multi- speed direct drive motors • Single speed motor for heating models • Knock-out holes in top and bottom for hanging rods • Draft diverter • A ten-year limited part warranty on the heat exchanger PTIONAL EQUIPMENT • Standing pilot systems • Filter racks (less filters) • Natural to propane conversion kits f Before purchasing this furnace, read important energy and efficiency information available from your dealer ? PREMIER FURNACE COMPANY • BOX 7800 • LAFAYETTE. INDIANA 47903 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 Co determine the amount of school fees for a project and to verifv that the project applicant has complied with the school fee requirements No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: ^Carlsbad Unified _ S?n Marcos Unified 801 Pine Avenue 270 West San Marcos Blvd Carlsbad, CA 92008 (457-4985) San Marcos, CA 92069 (744-4776) Encinitas Union Elementary _ San Dieguito Union High School 189 Union Street 625 North Vulcan Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant. LS<X.\-iA \vvjf pT\ u Project Address. <SLj5 (g Q L^q V)'. <? APN- RESIDENTIAL: SQ. FT. of living area /SJ- Number of dwelling units ^ SQ. FT. of covered area _ SQ FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA _ Prepared By &J&+-S <2e9^>£' _ Date *? /-, J ' f FEE CERTIFICATION (To be completed by the School District) / Applicant has complied with fee requirement under Governrient Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $ «X ( Comm/Indust Fee Levied: $ '. \ «*-?U. 1 f*\ L/A/-""I v^ l'*sr\j!Ms***** fl5S- based on 1VT?Q sq. ft.@ ^ based on sq. ft @ &U3 Kqr- b LSO nUnl^ Scft^olJDistrict Official Title 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. KlG«-T~ 9^083 B^S^^C" /77S6-