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Home My WebLink About1811 VALENCIA AVE; ; 83-8-102; PermitCl) z 0 ~ C a: C .., 0 .., 0 IC I[ 0 ~hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is In full forcj6nJ ~fJlfl_-~ / lie No z.:i_ Class -~~-~--- I hereby aN•m that I am exempt from the Contrac- tor's License Law !0< Ille lollowing reason (Sec. 7031.5 Business and Professions Code: Any city or county whkh re-quires a perm,1 to construct, alter, Improve, demolish, or repair any structure, P.rior to its Issuance also requires the ap- plicant !0< such penmt to !ile a signed statement that he is l,censed pursuant to the provisions of the Contractor's Lk:ense Law (Chapter 9 eommencinq with Section 7000 ol Otvtsfon 3 o1 the Business and Professions Code) or that is ex• empt therelrom and tho basis 10< the alleged exemption. Any violation of Section 7031,5 by an apphcant for a permit sub-jects the applicant to a civtl penalty ot not more than five hun· dred dollars ($500). ~-as owner ol the property. or my employees with wages IC f'{t'their sole compensation. will do the work, and the strut· ~ ture Is not Intended or ottered !or sale (Sec. 7044, Business .., and Professions Code: ·The Contractor's License Law does 5 not apply to an owner ot property who builds or Improves II thereon and who does such work hlmseH Of through his own ii. emptoyees, provided that such Improvements are not intend· w ed or ottered !or sale. II. however. the building or improw- Z ment is sold within one year of completion, the owner·builder 3 will have the burden o! proving that he did not build or im-0 prove !or the purpose ot sale). St~·1it:n:i~~~:~~rr.~c!Y,tr: :':.c1~~~~r 1~trf~~~ Business and Professions Code: The Contractor's License Law does not apply to an owner o! property who builds or im-proves thereon, and who contracts for each projects wtth a coolractor(s) license pursuant to the Contractor's License Law). □ As a homeowner I am Improving my home. and the tollow· Ing conditions exist: 1. The -k is being pe~ormed prior to sale. 2. I have lived in my home !or twel-;e months 3. r::eo :;'P~:i~of i'~i~ ::~plion during the last three years. 1-.. 0 I am exempt under Sec. ______ . B & P.C. for this reason z 0 ~ C "' z .., A. ~ 0 0 Cl) a:: ~ .., "' a: 0 3 1[ Whereby affirm 1hat I hat'e a cert1hca1e of consent ~ to self.insure. or -a certificate of Workers· Compensation Insurance. or a certified copy thereof (Sec 3800. Labo< Code) POLICY NO '° C ?6.] .KJ.Z_ COMPANY /?e,e_/ n12_enu21 ry .Jr'Copy ,s Ille<! with rhe c,ty ~ Jr;n, U~. 0 Certified copy 1s nereby furnished CERTIFICA Tl OF EXEMPTION FROM WORKERS" COMPENSATION INSURANCE (Tn1s section need not be compleled ,f lhe permit Is tor one hundred dollars ($100) o, less) D I certify tha1 1n the performance ol the wont to, which this permit Is issued. I shall not employ any person in any manner so as to become sub1ect 10 the Workers· Compensation Laws of Ca11tom1a NOTICE TO APPLICANT If. after mai,,.in~ tnIs Cen1 t,cale ot E•empt1on, you st'lould become sub1ect t? Ine Workers· Compensa11on provisions of the Labor Code. YOu musl tor1hwtlh comply wIIn such pr0YIs10ns Of th,s permit shall be oeemed revokect 0 I hereby att,rm that lhere •s a construc1,on lend•~ agency 10, the performance ot !he wont !or which this permit 1s ,ssued tSec 3097 CMI Codel Lenders Name ___________ _ Lender's AOdress __________ _ USE BALL POINT PEN ONLY & PRE~S HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 JOB ADDRESS AV.ST.,OATE OF APPLICATtONII BUSINESS LICENSE # qqUAZi.J~ PERMIT NUMBER J/4L tTn I?/ ll 1/J./,.::-RO. .J-37" 0-,/' /SIi 1-7-7:1 OWNER'S NAME I OWNER'S PHONE CONTRACTOR CONTRACTORS PHONE • ZONE ~'? ,l\,/ \ 1 I< /JA-A n, E~ S 1-/-1 ,,0 7~9'-791I ,K'.d,.,.,,4.A" /7,rv,sr ~.(') ),, ,. '7,J. 9-791/ OWNER'S MAILING AOORESS :2.07 :lsu t.,t:4-0V CONTRACTOR'S AOORESS , LICENSE NO. PLAN 1.0. # BLOG USE CODE .P. /) /1/)'f I I '1-!J-{!,.ax:,~<;" dAn I;/+_, ,/;,iv //"l~-/?.4J:J/.,!;/2A/) /J,_L_!l_9.~ LOT BLOCK ~UB°l<I SION' .,J,;SSESSOR PARCEL NO'.e:1:/.'J-ff DESIGNER r LICENSE# STANDARD PLAN# BUILDING SQ. FOOTAGE r l,t:U''l(_ IV IP". // • -K ;::}-hJ A-P &nsr ~ lr111 /h/9_9~ It/ (1-,__, OE~RIPTION OF WORI~ TJ f.A..) P"2 L In G. -/¾. ~ n 1c /n.n/P---11.. Y Jo:i f:j DESIGNER'S ADDRESS , OE°SIGNER'S PHONE L1J.,"_1nto liAE"/f-,, , \L)J.,-,e-,S'AmlT {4t~aee;,s;. 24'7.87 /.??~ -~. ·--_. ! .. ·-.s9 ----F/P FLR~EV. NO 1:~ EDU /) ~1aL? A ,,.. L:r -/,IJ'./ 7 ~c, I vO NO ~ sT,: I , ,. ,A;,1_,q-/) CENSUS TRACT GP LANO use PARf/-Z/7CE RES (ITS I GRADING ~ERMIT ISSUED I REDEVELOPMENT rvro OCC LOAO FIRE SPA AREA vO ~ YO N □ vO NO Not Valid Unwss Machine C#rtifilld QTY. PLUMBING PERMIT • ISSUE , 7[; QTY. M ECHANICAL PERMIT· ISSUE ~~ SUMMARY/ACCOUNT NUMBER .A I ---VJ EACH FIXTURE TRAP .,_-, . ...,f( INSTALL FURN. DUCTS UP TO 100,000 BTU '-1-. -BUILDING PERMIT 01 ·00·00·6220 -rJt:/' -1 EACH BUILDING SEWER t....rc OVER 100,000 BTU SIGN PERMIT 01 ·00·00·8221 -I EACH WATER HEATER AND/OR VENT .., __ (;: BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 01 ·00·00·8606 '2,X/,lJ-...{. I EACH GAS SYSTEM I TO 4 OUTLETS .,.J'. V' 80 I LE R /COMPRESSOR 3-15 HP TOTAL PLUMBING 01 ·00·00-8222 1./-.I s~ EACH GAS SYSTEM 5 OR MORE - METAL FIREPLACE ELECTRICAL 01 ·00·00·8223 ~ .. -EACH INSTAl .. ALTER, REPAIR WATER PIPE .. ' VENT FAN SINGLE DUCT MECHANICAL 01 ·00·00·8224 //') -EACH VACUUM BREAKER I MECH EXHAUST -HOOD/DUCTS ~--MOBILEHOME 01 ·00·00·8225 - WATER SOFTNER RELOCATION OF EA FURNACE/HEATER , MOBILEHOME PARK INSP -- 2 u.. ~ <IS 0 a. E ~ I -0 0 (!) jP t a. a. < I -" C a: 0 rt) rt) Q) rt) rt) < I 3 .Q ai >- ,,; rt) 1Dt~ EACH ROOF DRAIN (INSIDE) I .rz, SOLAR 01 ·00·00•R?7 I ~..A L./-1 :--TOT.C,L MECHANICAL :I-~ 0 TOTAL PLUMBING I 1&0 STRONG MOTION I{). .,,.. FIRE SPRINKLERS 80·92·33·0'1 ..... (~~ .011)0·00·822 U --I - Q T Y. ELECTRICAL PERMIT · ISSUE ~ QTY. SOLAR · ISSUE PUBLIC FACILITIES ~q~ -~-00·00·6923 J"ln 'A - BRIDGE FEE , , , ~ NEW CONST EA AMP/SWT1BKR J_nn -..,,,J c--COLLECTORS SCHOOL FEE • DISTRICT I PH 3 PH STORAGE TANKS Carlsbad 60·92· 21 ·0519 EXIST BLDG EA AMP/SWT/BKR ROCK STORAGE / \ Encinitas 60·92·22·0519 1 PH 3 PH PUMP / {\ ./ San Oieguilo 80·92·23·0519 REMODEL/ALTER PER CIRCUIT PLAN CHECK cEE / L San Marcos 80·92· 24-0519 TEMP POLE 200 AMPS I r ¥ I ~ \. I OVER 200 AMPS I \ l)/ C> I '-f< J_ )11"'1 -,., ., ::;. 1-r--(. -L-, ~ .l'J..f }' TEMP OCCUPANCY (30 DAYS) I r\ \V /] / \j V ' -. -..... I v5i / -In -,-µ__..., I lli. -t--"r ~ I J ,n . TOTAL ELECTRICAL 1-~---j\_AL SOLAR./ I C/ '1~// /j ( t TOTAL FEES PAYABLE --=:,-,,n I, l I I HAVE CAREFULL y EXAMINED THE COMPLETED ·APPLICATION AND PERM1r• ANO DO HEREBY Exptration. Every permit 1~•ued by the 8 lld,ng O!!oc,al under the provisions of this * AN OSHA PEIWIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by timJtation and 8 null and void II the building or work 5' o•· DEEP AHO DEMOLITION OR CONSTRUCTION OF authorized by such permit IS not ced w,th,n 180 days from the date of .such ~T~T\JA£., OVER 3 STORIES IN HEIGHT DECLARATIONS ARE TRUE AND CORRECT ANO I FURTHER CERTIFY ANO AGREE IF A PERMIT IS permit. or 1! the buildlJ or or uthonzed by auch permit 15 suspended or ISSUED· TO COMPLY WITH All CITY, COUNTY ANO STATE LAWS GOVERNING BUILDING CON• abandoned at any t1ma a e ork 1s commenced for a penod of 180 dan I STRUCTION. WHETHER SPECIFIED•HEREIN OR NOT , ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'Sz l NNT. ~____,,_ ,.. ,~ APPAi II/ED BY 1~/23 KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDG •~ -·~---NE_ CONTRACTO . . EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOUE THE--... -/ ~..._ BY PHONE 0 , GRA~TING OF THIS PERMIT. ~ '-, -,.. ·.~~~ -c--7 a: <IS ~ 0 ~ Q) 0 C <IS C ii: :s C Q) Q) C, 0 0 Q) a. rt) C ~ .c ~ INSPECTION TYPE FOUNDATION REINFORCED STEEL MAse-rffiY l GUNITE OR FLOOR & EXTERIOR LATH lNSULATION INTERIOR LATH & DRYWALL PLUMBING SEWER AND BL/CO PLUMBING UNDERGROUND PLUMBING TOP OUT TIJi3 AND ~HOWER PAN GAS TEST ,. ELECTRICAL TEMPORARY POWER ELECTRIC UNDERGROUND ~ ROUGH ELECTRIC ELECTRIC SERVICE BONDING G. F. I. -SMOKE DETECTOR MECHANICAL DUCT & PLEM., REF. PIPING HEAT -AIR COND. -SOLAR SYSTEMS VENTILATING SYSTEMS .. INSPECTOR CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. JOB SITE FINAL (" '-' PLUMBING Q.r ,.\: ELECTRICAL t) ... ·1 MECHANICAL ,. iV IX . ,u 'Y GAS V ln" , ( BUILDING " "' 'ti , SPECIAL CONDITIONS , CERT OF OCCUPANCY ISSUED I . . ... ""--~. ..-, .... . ' ~~ _,..,. FIELD INSPECTION RECORD . REQUIRED SPECIAL INSPECTIONS INSPECTION REQ IF INSPECTOR'S DATE CHECKED APPROVAL SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI . PRESTRESSED CONCRETE POST TENSIONED C9NCRETE FIELD WELDING HIGH STRENGTH ~ BOLTS SPECIAL MASONRY PILES CAISSONS i'" .. ,~t~ ,, ( ·-.;.,-, ., -,/ -j'\H,..... '""' H uN~~ l'I ... ::i .. --y-~· ~ ~ --' 1 .:::-. L • C < I ....__ ' -.. : ~ C . I • ,• , .. • .. '• .. .... .. ... -. -. ", 1f1_ -i t g-3 --2'-/0::)_ ' .... '· ~ .. ~ . ~ INSPECTOR'S NOTES ., ' '-" ,-.,... . -. -./ ::.-.~ ""::o,,,,,·~ '4 . --. . \. \ . . ~ ' ' -. . \ • 7 .. j ' . cc ·. - ~ ' .. . ' . , ' . . ; "{ \ ,, . . , ~ . . e . .. I • ' . . I t' ,. , .! '. r ·, ' • t ,, ~~~t f"X~~~l·E~ ~=~i.ii. ': . ~ -. ' ~-. ,- . .. '. -"' ,. ~ . . ~ . . -. ~ . '' -.. .. ~ .-.:-.. . . - " ~ ! -- T APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM CITY OF CARLSBAD SE a4 I ENGINEERING DEPARTMENT 438-5541 FOR APPLICANT TO FILL IN ISSUED BY "'I 1 DATE ISSUED BUILDING ' 1/AW:~(,A Jef//(~ ADDRESS ,A i VALIDATION OWNER I II MAILING ADDRESS LATERAL CHARGE COMPUTATION CONTRACTOR STANDARD 4" (Max. H. 30', v. 10') ~ OVER 30' H. @ FT. CONTRACTOR'S OVER 10' V. @ FT. ADDRESS STANDARD 6" (Max. H. 30', V. 10') ~ OVER 30' H. @ FT. NEW BUI LDING / I EXISTING BUILDING I OVER 10' V. @ FT. LEGAL DESCRIPTION TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE REMARKS: t ' LINE COST DATA ASSESSMENT DIST. NO. FRONTAGE COST PER FT. TOTAL OTHER LATERAL LOCATION CONNECTION FEE .,.: I I .,.: I C/l C/l NO. UNITS I COST PER UNIT TOTAL I r "\ r '\ PUMP STATION FEES '-.J '--,/ NO. UNITS COST PER UNIT TOTAL I I .J ST. ~ /CJV'ZJ TOTAL CHARGES (LATERAL ETC.) LATERAL NO. INSTALLATION DATE WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter ~~~!~ .. ~.~~K~~~!.~!~,,~ MJ'l' Ii( i-;AN n1H<;o. cA n212a Pll~v 8 3 _8 I' ·, , . ,, (1'H) GOO-HOH 1 Y , , -, 1s ?. 1 VA\_ GY\)c , A ~ ue • o-U I ' 1 ( 8 3 1LA-vv s \ 0 l E \ 0 z_ ~~y~J2~~ ~ {lvJ ~ I / .c \J &0uJ{\ -s x~e , 't\ \c..~ , Y\ ~ 'Y\ \-o r; Q \ UN\. \ D \ ( See 6\ (l~ev, ~~ lw. I o{. 10 1 ) , ~.Jf, iu"' 9-,Ji,Y\ ~l<-vvt s ~oJ'-0 't\ ~ l'N Q., ~ 1-l,, e. -yi " \-e c.>tz , '\ , vi c.. I \ \ 7 c:-\\dl. 0 ()\-IY\ c>U\'2. 1Y11 h t.<JL ~ ✓\" dv~,v {.A./'v,-<~ l i-BwJ ~ I '24 . w~vv~ ) No\-e /"~ walls a ~ ~~:c:e under on the encl f1r.?-resist d sof 1ts of the enclosed usable 1nte 1or stairs shall be protected sed side as required for one-hour ve construction. Sec:. 330S(ml Minimum construction specifications shall be made a part of the approved plans. (See attached) ROOFING ~ Specify roof pitch. £Roof pitch is not adeq te for roof type specified. Specify 'nimum pitch of __ _, __ root panel details to show Section 5206 or provide 1,a2·: Show 1 3/8" solid core sett-closing door / tor openings between garage and dwelling. Sec. SOJ(dl ,£ Garages are not permi tted to open into /""" a room used for sleeping purposes. Sec. 1104 1-04. Openings between carport and residence //require self-closing doors and stationary windows. Sec. 1214 /i~ Show garage framing section, size of header 7-· over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 3 1/2 to l or 2'8". Table 24-I Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed 1 1/2 inches and provided the door is not used as the primary means of egress from the building. It the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided / in accordance with stairway requirements, and the door must not swing over the depressed level. (see 3303( il2 and 3305 (g). Provide 18" raised platforms tor any FAU, Sow attic ventilation. Minimum vent water heater, or any other device which s 1/150 of attic area or 1/300 of at may generate a flame or spark. area if at least 50\ of the required Note that continuous fire wall protection is at least 3 feet above ;Cse_...,~·-,--,~~;.a..___ shall be installed behind raised platform(sl Sec. l205(c) prior to framing platform. 9 v~.Z.\ /s. MASONRY '-"""' Provide fireplace c note construction t standard drawing. Show veneer support Wlth Sec. 3002, 4,5, regarding ties and f joints or note const sheets 30-1 or 30-2. Show height and const uction details of all masonry walls. Ch pter 2 Note that cleanout oper1ngs at the bottom of all c,11s t over 4' in a single pol.If. be sealed before grouti,g, Sec. 2415 '-- hall be provided be grout filled eanout shall fter inspection. Show floor and roof connections to masonry walls. Connection shdll resist 200 pounds per lineal foot or the actual design lo~d, whichever is greater. Sec. 2Jl0 Provide material specifications for mortar, grout, masonry and reinforcing steel. sec. 2403 ;,. Show hvw masonry house walls retaining ear are to be waterproofed. Provide detail . J 4. Note that special inspection will be required for __________ +--- G. GARAGE ANO CARPORTS l .G.l rage requires one-hour fire protecti on the garage side of walls and ceiling common to the dwe lling. Table 5-B Sec.5 t»1.All elements supporting floor above gar 7· to have one-hour fire-resistive protecti on the garage side. Sec. 503. Beams and posts, not within the wall or cei ling c:on- strjc:tion, must comply with UBC, Tab!~ 4)-~. or be min1mum 6" dimension beam and minimum a· by a· post. ;Go. FOUNDATION RE UIRE>IBNTS Note on plans that"A soils engineer shall evaluate any unanticipated uncompacted fill or expansive soil or other soil problems disclosed during construction•. Sec.306(all2. Submit soils classification determination by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing confments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 The foundation plan does not comply w1th the soil report recommendation for this pro3ect ___________________ _ Provide notes on the foundation plan listing the soils report recommendations for foundations. slab and building pad preparation. Note on the foundation plan tha "Prior to the Contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that1 l. the building pad was prepared 1n accor- dance with the soils report: 2. the utility ~renches have been properly backfilled and compacted, and: l. the foundation excavat1ons, forming and reinforcement comply with the soils report nd approved lan .• Provide spread loads des1gned or per bearing an engineer or footings for concentrated fo r 1,000 PSF soil bearing value as determined by architect. Chapter 29 Qtitp of Qtarl.ubab G ,Zoo.c: '"<'\ . (9 <£.~,,2. \2.o-., l JURISDICTION: , DATE ih)&-3. PROJECT ADDRESS: /R/1/1(~/ 1/;J~ TO, IJt?IJ?1 cmzk: PLAN CORRECTION SHEET SINGLE PN41LY ANO Date plans received by nate plans received by plan checker~'-'~"-~'--'--- Date i n i tial plan check completed~by fJ;,y, POREWORD: PLEASE READ 1~ Plan check is limited to technical requirements contained i n the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The i tems circled below need clarification, modification or change. All circled items have t o be satisfied before the plans will be in conformance with the cited codes and regulations. Pe r Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the v1olat1on of any state, county or city law. Pl ease make all corrections on the original tracings and submit two new set s of prints, and any original plan sets that may have been re rned to ou b the jurisdiction, tc.: /~ ;Y To faci l itate r echecking, please identify, next to each c ircled item, the sheet of the plans upon which each corr ection on thi s sheet has been made and return t his / check sheet with the revised plans. Indicate on plans the name of the l egal cwnP.r and name of person responsible for the preparation of the plans. Sec. 302(b) 83--8 ~ 0 APPLICANT COPY [g--6Ty COPY D PLAN CHECKER COP~ /Submit full y dimensioned plot plan drawn /. to scale showing l ocation size, and use of all existing and proposed structure s on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all corners. Sec. 302(b)7. Indicate distance from center-line of street or alley to property line and distance from curh to property line. Sec. 302(b)7 Plans, specifications and calculations shall be signed by a California State licensed engineer or architect. (California Busi ness and Professions Code) D. PIR~ PROTECTION ,/ Walls closer than 3 feet to property lines /'· shall be one-hour fire-rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square f eet on any floor. (Table 5-A Sec. l 709(a) I Y. Projections, including eaves, may not extend ✓-more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and Sec. 504(b) 1/ Projections, including eaves,shall be one-7 ·· hour fire-resistive construction, heavy timber or of non-combustible material if they project into the 3' setback area from the property line. Sec. 1710 ,/show location of permanently wired smoke /'· detec t or. Sec. 1210 C,_ ROOM SIZES1 I.IGHT1 VENTILATIONS AND GLAZING ✓L One room must contain a minimum of 150 square / •• feet of superficial f l oor area. Sec. 1207(b) I · I llabitable rooms, other than kitchens, shall contain at l east 70 square feet of f loor area. Sec. 1207(b) Window area must ~eat l east 1/10 of the floor area and a minimum of 10 squar e feet per Sec. 1207(a). Appears to be deficient in Openable window area must be 1/20 of the floor area and a minimuM of 5 square feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1.5 s q.ft . (Sec.1205(a) One-half of all r equi red window area must be openable in Provide mechanical ventilation capable of pr oviding five air changes per hour in bathrooms, wate r closet compartments, laundry rooms and simil ar rooms if r equired windows a,·e not provided . Sec. 120S!a) No habitable room, other than a ki tchen, shall be l ess than 7 '0" in any dimension. Sec. l207(c) Show that ceili ng height for habitabl e rooms is a minimum of 7'6". Sec. 1207(a) /. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Sec. 1207(al _/ Provide 30" clear width for water closet / 4 • compartments and 24" clearance in front of water closet. Sec. 17ll(b) No cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sec. 1208 ,v"'specify safety glazing for glazing in hazardous .r· locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Sec. 5406 1 ✓Glazing in shower and tub enclosures ,,,r· (including windows) shall be tempered, laminated or approved plastic. Sec. 1711 (f)(g) ,a/steeping rooms shall have a window or / ;xterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Sec. 1204 Eaves and cornices may not project into a required yard more than 2 inches for each foot of yard width if required windows open into the yard. Sec. 1206(d) A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below, and the mezzanine floor must have a clear height of 7 feet, above and below,and must have 651 of the long side open to the room below. The loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story _____________ _ D. EXITS1 STAIRWAYS1 ANO RAILINGS / Floors above the second story shall have /"" not less than 2 exits. Sec. 3302(a) Required exit doorways shall be not less than 36" i n width and not less than 6'-8" 1n height, and shall be capable of opening at least 90 degrees. Sec. 3303(e) T-Provide 36" high protective railing for porches, balconies, and open sides of landings. Maximum opening between railings shall be less than 9". Sec. 1716 Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail- Table 23-B ~~<2<:..¼\ t1Y1S '? 49. Provide stairway and landing details. Sec. 3305(b) & (cl a. b. c. Maximum rise 8" and minimum run is 9". Minimum head room is 6'-6". Minimum width is 30". ✓Handrails shall satisfy the following, a. Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, Sec. T25-22(b) Handrail shall be 30" to 34" above the nosing of treads. Sec. 3305(j) Handrail projecting from a wall shall have a space not less than l 1/2" between the wall and the handrail. The hand grip portion of handrail shall be not less than l 1/4" nor more than 2" in cross-sectional .dimension . Sec. 3305(j) (see attached) Every stairway landing shall have a dimension, measured in the direction of travel, at l east equal to the stairway width. Sec. 3305(g) s/. A door may open over a stairway landing / provided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of the stairway. Sec. 3305(g) Is. 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. Sec. 3303(i)2 Provide details of winding stairway. a . Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. b. Maximum rise is 9 inches. c . Minimum width is 30 inches. Sec. 3305(d) (see attached) Provide spiral stairway details: a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. b. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. Sec. 3305(f) (see attached) sJ. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. 3305(f) s/ Spiral stairways must have a clear walking space of 26 inches between the column and handrail . Sec. 3305(f) Provide I.C.B.O. Reasearch Report and Number for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Sec. 306(a)4B and Sec. 306(f) • s~.( In buildings over 2 stories in height, prov id~ / 3/4 hour fire-rated assemblies for all openings in the exterior wall below or ~ithin 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated stairways is exP.mpt. Sec. 3305 Exterior stairways shall not project into the 3 foot setback from the property lines. Sec. 3305(n) No~e -n~\ ~el\~ 4u be ~ ._e \~' 0 ·' • ~e 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. Sec. 3305(m) ~ Show 1 3/8" solid core self-closing door / -• for openings between garage and dwelling. Sec. 503(d) ,/ Garages are not permitted to open into /"~: a room used for sleeping purposes. Sec. 1104 Minimum construction specifications shall be made a part of the approved plans. (See attached) ~-Openings between carport and residence /. • require self-closing doors and stationary windows. Sec. 1214 I!!. ROOFING ~ Specify roof pitch. X.Roof pitch is not adequate for roof type specified. Specify minimum pitch of ____ _ GL~\ (.4,1 ~( ....:, __ ......:..... ____ _;_ ___ ;:--.,. 1o-<" Show garage framing section, size of header 7-· over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 3 1/2 to l or 2'8". Table 24-I roof material and application. Pl,'leJ..<2. -~~,e.s. I.C.B.O. approval number for roof -;-o Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed materials not covered in uec. 5\\ ~c,l"s 14'. Specify roof slope for drainage or design / to support accumulated water. Sec. 3207(a) 7 1/2 inches and provided the door is not used as the primary means of egress from the building. e. /i. Show roof drains and overflows. Sec. 3207(a) If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as Provide skyl ight details to show compliance with Sections 3401 and 5207 or provi de ICBO approval number. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO number. the primary means of egress from the building, additional steps or landing must be provided I in accordance with stairway requirements, and the door must not swing over the depressed level. (see 3303(i)2 and 3305 (g). Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attice area if at least SOI of the required vent is at least 3 feet above ce· • Provide 18" raised platforms for any FAU, water heater, or any other device which may generate a flame or spark. Note that continuous fire wall protection shall be installed behind raised platform(s) Sec. 3205(c) L,,\~Z.\ '-4 \"",il.Q(I) (Clu;;> , \-::;k!o\2. prior to framing platform. q~uw,. <:.,"n-1 ~ (1!.~ h-\1::!. ', '.:.\'e<.S • •:,~ FOUNDATION RE UIREMENTS n"l1l'a.<>t4,w Provide fireplace constructio ils or I Note on plans that"A soils engineer shall note construction to be per attache eva-luate any unanticipated uncompacted fill standard drawing. Sec. 3707 or expansive soil or other soil problems disclosed during construction•. Sec.306(a)l2. Show veneer support and connections comply with Sec. 3002, 4,5,6, and Sec. 2516(a) regarding ties and f9 wire in horizontal joints or note construction to be perattached sheets 30-1 or 30-2. 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. Sec. 2415 Show floor and roof connections to masonry walls. Connection shdll resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sec. 2310 Provide material specifications for mor grout, masonry and reinforcing steel. Sec. 2403 Submit soils classification determination by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 The foundation plan does not comply with the soil report recommendation for this project. ___________________ _ 121"'.' Provide notes on the foundation plan listing 7,.:._· the soils report recommendations for fou dations. slab and building pad preparation. Note on the foundation plan th 9'). Show how masonry house walls retaining / are to be waterproofed. Provide detai~-....... ~-~ to the Contractor request a Building Department foundatio • spection, the ' ,. Note that special inspection of the masonry r/ will be required for ~ G. GARAGE AND CARPORTS ~ -• lM""-V l .Garage requires one-hour fire protection Jt! I on the garage side of walls and ceilings common to the dwelling. Table 5-B Sec.503( l soils engineer advise the Building Official • • ing that: 1. t ing pad was prepared in accor- with the soils report: utility ~ranches have been properly backfilled and compacted, and: the foundation excavations, forming 1a1".All elements supporting floor above garage 7· to have one-hour fire-resistive protection on the garage side. Sec. 503. Beams and and reinforcement comply with the soils report and approved plan.• ,,/ Provide spread footings for concentrated /J" loads designed for 1,000 PSF soil bearing posts, not within the wall or ceiling con-struction, must comply with UBC, Table 43-A, or be minimum 6" dimension beam and minimum 8" by a• post. or per bearing value as determined by an engineer or architect. Chapter 29 l~ Show height of all foundation walls. Chapter 23 lV. Show height of retained earth on all foundation / walls. Chapter 23 1~. Show distance of foundation to edge of / cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29 J,,29 . Note on plans that wood shall be 6" above / finish grade. Sec. 2417(c) 7. ll0. Note on plans that surface water will drain / away from building and show drainage pattern and key elevations. Sec. 2905(f) Dimension foundation per Table 29A. TABLE NO. 29-A-FOUNDATIONS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS DEPTH OF FOUNDATION WIDTH THICIINlSS IUOW NUMBER THICKNESS OF OF Of NATURAL Of FOUNDATION WALL FOOTINC: FOOTINC: SURflCl STORllS (lncbts) (lnchts) (lnchH) Of C:ROUND AND FINISH CONCHT[ UNIT C:HDE MASONRY (lnch11) 1 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 ~OTES: Whett unusual conditioM or frost conditions are found. footings and foundation• shall br as requirtd in Section 2907 (a). The Rft)und under the Boor may hr excavated to the l"ievat,on of the top of the footin~. • ../ Show foundation sills to be pressure treated, ./"• or equal. Sec. 2517(c) 3. /.":':\ Show foundation bolt size and spacing) o)\) \~Y\) 4\.:..:..;I Sec. 2907(e) / 1;.<." Specify size, ICBO number and manufacturer / of power driven pins. Show edge and end distance and spacing. Sec. 306(f) Show size, imbedment and location of hold down anchors on foundation plan. Sec. 23121f) Note on plan that hold down anchors must -- be tied in place prior to foundation inspection. Sec. 2312(fl Show adequate footings under all shear walls. Sec. 23ll(e) l~ Show stepped footings for slopes steeper _,;,-· than 1:10. Sec. 2907(c) ,../ Show minimWII 18" clearance from grade to 7'" bottom of floor joists and minimum 12" clea~ce !;_O b_ottom o!..Jird_ers. Sec. 25 l 7 Show pier size, spacing and~ undisturbed soil. Table 29-A~.:::> ' .__... ✓-Note cross bridging or blocking. Floor joists and rafters more than 12" in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 2506(9) 1 v<' Show blocking at ends and at supports 7~· of floor joists, and for rafters at exterior walls. Sec. 2506(g) 1c..-:'°show solid blocking at ridge line and 7· at exterior walls on trussed roofs. Sec. 2506(g) Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Sec. 2518(d) 5 Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center where rafters and ceiling joists are not parallel. Sec. 2518(h) Show rafter purlin braces to be not less than 45 degrees to the horizontal . Sec. 2518(1'1) Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) Show double top plate with minimum 48" lap splice. Sec. 2518(g)4 Show nailing will be in compliance with Table 25-P. Provide fire stops between stories, between top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in l ine with stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 251 7 ( f) fn' ~1.-1-00V 7 Show stud size and spacing. Maximum allow- able stud heights: 2"x4"@ 16" is 14'; 3"x4"&2"x6•~ 16"o.c. is 20'. Sec. 2518(g)2 Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erection. Sec. 306Cfl Detail all post to beam and post to footing connections. Sec. 2517Ccl 4 Specify nail size and spacing for all shear walls, floor and roof diaphragms . Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables I,J,K). Show 3"x4" or 2"x6" studs in first story of three story building. Sec. 2518 (f) 11 Show minim!:!!) un e r access of 18"x 24". ,, l-v(. sec. 2517 10 r\l.l. i\J•l.-tiVY1S.'l;OOloc.~ l.-•lc..<Sl"2-"/'·_ Provide truss details and truss calculations. v>"H.leA l'f1J. '1J,,f'. Show minimum under tloor ventilat on equ 1,oC.170'1 Provide roof framing plan. Sec. 302(a)7 .T-to 1 1/2 sq. ft. for each 25 lineal feet -...... ---.......,.. 1~ of exterior foundation with openings as Provide framing sections through ______ _ I. close to corners as practicable to provide cross ventilation on at least two approximate- ly opposite sides. Sec. 2517 FRAMING Show all Joists, rafters, beams, and posts 2" t o 4" thick to be No. 2 Grade Douglas Fir-Larch or bette r. All posts and beams 5 " and thicker shall be No. 1 Grade Douglas FLr-Larch pr better. (Table 25-A-l) Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 f eet of length with lx4 diagonal let-in brace or equivalent. Sec. 2518(gl5 Section 302(al 7. Specify all header sizes for opening over 4' wide. Sec. 2518(g) 7 Provide calculations for __________ _ Section 302Ca) 7 18). In areas subject to water splash and in < exterior locations, wood columns and posts shall be supported by piers projecting at least 2" above the f i nished grade and shall bear on a metal base plate or treated wood unless the columns or posts are foun-dation grade ~edwood or cedar. Sec. 2517(c)4 HlLS YlcJ,iQ.. t1 le. 1lcc, ,..::-~ Z, IO \ lo'' o c. . \er .So\, r -IZA.~ s \ <\ • "'>\''-'M , (?\.,11,,V\ ~l~S 2,.."'--10@2,q-~~ '---._ \ O'Z-e, , Cl.,,~"::~ 1 ~ ...-... -------~- t."A"~) <=:P8 l~Y•~ o--::ow location of attic access with minimun Q.!.1/ size 22• x 30". Sec. 3205 41~ Show draft separation for attic areas /' ~ in excess of 3,000 sq.ft. Sec. 3205 ·,✓Show draft separation for space between .7-· dropped ceilings and floor above in excess of 1,000 sq.ft. Sec. 2517 .✓-'specify plywood grade and panel indenti- fication index. Table 25-J l,J-1. When root pitch is less than 3:12, design / ridge as a beam. Sec. 2518 (h) Wood shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in height. Sec. 2516(b) Gypsum lath and plaster, gypsum sheathing board and gypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete construction. Table 47-I If cripple wall studs are less than 14", framing shall be solid blocking. Sec.2518(gl6 l~ Cripple wall studs exceeding 4 feet in / height shall be 3 inch by 4 inch or 2 inches by 6 i nches when supporting 2 stories. Sec. 2518(gl6 ,/ Show plywood sheathing over exposed eaves, /''" or other weather exposed areas, is exterior grade. Sec. 2517(gl 3 Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Sec. 4706(e) Provide an approved waterproof building paper under wood siding. Sec. 170l(a) Specify an approved flashing for exterior openings and parapet walls. Sec. 3208 Show corridor width to be minimum 36". Sec. 3304(b) Specify truss layout for 30" x 30" attic access. 19.J. Ridges, hips, and valleys shall be at / least one size larger than supported fl rafte Sec. 2518(h) 3 99 rovide metal straps across ridge be~ and rafters_, O 12. oiv\0\ A \)l.3'Q.., IT'("\::; C<.ll\.l(\)~T\CJY'\ l)Q.,+-o.,., 'L. J. MECHANICAL.....___..._ _____ ....._ ___ _ All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 200. Show the size, location and type of all heating and cooling appliances or systems. _.2'01. Show source of combustion air for furnace will comply with Chaper 6, U.M.C. Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. Sec. 708 & 709 UMC Note that passageway to the attic furnace shall be unobstructed and have continuous sol id flooring not less than 24 inches wide. Sec 708 UMC 2~ Show permanent electrical outlet and / lighting fixture controlled by a switch for the attic furnace. Sec. 708 UMC 21~ Show details to comply with Section ~09 ;,r·· for furnace under the floor, Section 708 for attic furnace, or Section 710 for roof or outside furnace. ,/Note on plan, gas vents and non-combustible /"'" piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC Sec. 1706(a)6 K. ELECTRICAL (National Electrical Code) All wiring shall comply with the National Electrical Code :7 Note. on the plan the amperage of electrical / 1 • service. y. If the electrical installation is more than 200 amperes, show panel location and provide a single line diagram and load calculations including: a. Wiring method employed. b. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. c. Approximate length of service feeders. d. Provide plot plan showing services, all panel locations, circuit arrangement and load distribution on panel busses. Provide typical panel schedule(sl. Dwellings require minimum 100 amp service. Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate in "§':VD d\= ~'1'4-'GV\. c.,...,-n~ Y. At least o ne receptacle shall be installed outdoors, in basements and attached garages, other than laundry outlets. Art. 210-25(bl r Show minimum dwelling lighting (NEC Art. 210-26fal and GFI'S in garage, baths and outdoors. NEC Art. 210-B(al. Note "UFER" ground to be provided (NEC!. Art. 250-81 b, PLUMBING (Uniform Pl umbing Code) All plumbing shall comply with the Uniform Pl~g Code. .}X· ~~ow water heater size, type and location on plans. Show method of providing combustion air to fuel burning water heater. Sec. 1307 2,./. Every dwelling unit shall be provided with ?' heating facilities capable of maintain- 1~9 ~ room temperature of 70° F. at 3 feet above the floor in all habitable 21«"." Fuel combustion water heater shall not be rooms. Show basis for compliance. UBC 7.:.._· installed in bath or bedroom or in a closet Sec. 1211 ~ opening into bath or bedroom. Sec. 1309 2,.P'1. Show minimum 30" deep unobstructed working 239 Provide adequate barrier to protect water space in front Of furnace. heater from vehicle. damage. Sec. 13'10 )A4. Note on plans.clearances to be per manufac-~ Show T and p valve on water heater and turers listing. Sec. 704 UMC • show route of discharge line to exterior 205. Furnace shall not be installed under any ~-l007(e) stairway. Sec. 70 4 UMC vide dryer vent to outside. UMC 206. Furnace sha 11 not be installed i n any • 1903 bedroom, bathroom, closet, or in confined ~Note on the plan that hose bibbs and lawn space with access only through such room, sprinkler systems shall have approved unless specified as direct vent appliance, backflow prevention devices. Sec. 1003 enclosed furnace o r electric heating appliance. ~ . ./ ;P, Sec. 704 UMC ~-Shower stall shall accomodate a 30"circle and have a minimum floor area of 900 sq.in. approval for prefab fireplace UPC 909(dl and provide approved installation instructions at Job site. C,~~\\:::.'1. ~~ y\ca.-...v '----WAQ.~ ~ ..... 1·~~<=u,b".fia~I~ NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating 1n walls of SO decibles and an Impact Insulation Class (IIC) rating on floor/ ceiling of SO decibles. Title 25 Show how penetration of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Titre 25 Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident Title 25. N. ENERGY CONSERVATION :'"../ All additions to existing residential ./''" buildings must comply with Title 24 307 . Outdoor pools with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks, etc. T20-l406 MISCELLANEOUS Show a minimum 2" air space and flashing between planter and building walls. Sec. 2517(e) Specify material to be used under the shower tile. Sec. 1707(a) Specify lath and plaster to comply with Chapter 47, UBC. Two 3/4" copper pipes must be installed from water heater location to convenient location of future solar panels (City Ord.) Provide sleeves (roof jacks) in roof for two future 3/4" copper pipes to cvnvenient location of future solar panels (City Ord.) Note that solar water piping is to be insulated in areas that are not heated or cooled. (City Ord. l See attachment for roofing requirements. energy regulations . Additions exceeding 30\ of the existing building requires the existing and addition to have R-19 ceiling insulation if the existing ceil ing area is accessible for insulation installation ®' Cj ~ I J .... L jli n • -✓-!T20-140l<c>. ..>'O M1 W\ C\ GI.M,c, -,V\4.X no 0'61..U<.()\,t,.O ~"TO . I '{ 1 n ~fl Specify the i nsulation R values for walls, be a_:t-ea.~ ~ C! '-e.c:Lc.i, OOvV\e) , ~kou)LC' roof and ceiling. (R-11 for walls: R-19 1 Q for ceilings, or provide details and analysis $~ C'v\ ~-~. or alternate design. T20-1403 Table A , 2B. ~-;;:"'\s.t,_ e1 i~-.C.,._,. c "-(:.~ ~ Specify the gross floor area or heated ~ Qil,I., ~ \)-• ~ portions of the dwelling, and the area '3/C:.'S"'rtl.-lI. v,.,1¼ <;c-&@4-''l:-VC>-\r4ilu...,..-,~.,..,, •• ___ q_ f glazed openings on the plan. (T20-1430) o ,,_,.......,,v.iu 1 ---;.> 1~- rovide an analysis justifying increasing 0 ~~'\ ~ ~ • 3/9, 's,n-tr e G,'' l= ~ S • C.lcu, • !"\e single glazed area beyond 161 of the ·310 CL~~ 1\='1. \,Z.<L••v l', ''i. HT" 1 tt-1HS,C.C.0~e..t-S 1 gross floor area. S~ow method to reduce \Li+...l,-o .-_ Uo"t'\2 u.JQv\..:O acr ~Oeqv~ e ..1 r heat loss to that which would occur with NOTE: ...-v, 0 .., 1 ,.I\ w llS.t>ll~Q-4,,12 oo~o asic glazing. (T20-l402,def.) --S<:>c..-t\m T 1'-eT~~• a, c The plan • rovide energy analysis to show that the onnet capacity of the gas central furnace the plans. If the plans are in error, or changed during does not exceed the building design heat construction, the permittee shall contact the Building loss by more than 301. (Exceptions: 48,000 BTU Hr. output furnace. See also California Efficiency Adjustment.) T24-1404 Note on plan that all tranverse ducts, plenums, and fitting joints of HVAC system shall be sealed with pressure sensitive tape or mastic to prevent air loss. T20-1404 Note on plan that insulation of ducts shall conform to UMC Section 1005. (TZ0-1404) Note on plan that all doors and windows to the exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. (TZ 0-1403). Note on plan that back draft dampers are r equired on all fan systems exhausting air f rom the building. T20-l403 Electrical resistance space heating shall not be used unless: a. 60t of heating/cooling is supplied by a nondepletable source. b. supplements a heat pump system. c. less than 10\ of t otal heating system. d. life cycle cost analysis justifies. T20-l404 Note on plan that all heating and cool i ng equipment efficiencies shall conform to Title 20-Chapter 2, Subchapter 4, Article 4. (75\ for forced a~r furnaces). Note on plan that no natural gas, central heating plant may be installed without an Intermittent Ignition Device. T20-l405 Electric res istance water heating is not permitted unless verfied as cost effective by a l ife cycle cost analysis. T20-l406 Department for review and prior approval before proceeding with the work: □ □ Building plans are substantially correct and complete. By: _________________ _ Date: _________________ _ Building plans would be substantially correct and complete i f minor corrections are made at counter. By: ________________ _ ilding plans require major corrections and plan recheck, by plan check required. G~, L..<St:+ l A ti: engineer, is By: •-;r;:V\/f Date: ___ ,_\+-,2:__o~\.,..8'-~-=------ If you have any questions regarding this plan check, please a(ll,lq}57-i) 14<a f> call ~VV) We wou ld also be pleased to meet with you, at no charge, if additional assistance is needed. Crdinary roof coverin#'S may be used only on buildings of ';.-oup M occupancies. (City Ord, 809)) fi re-retardant roofing is required on all residential d,,ellinrs per City Ord. 809), 1979 EDITION UNIFORM BUILDING CODE 3203 (cl .-ire-rrtardanl Roof Co'l'erings. A fire-retardant roof covering shall he any one of 1hc following roofings: I .\m Cla~, A or B huilt-up roofing assembly. 2. Any mineral aggregate surfaced built-up roof for application 10 rooh ha\lng a slope not more 1han 3 inches IO 12 inches applied as spe.:ified in Section 3203 (d) I consis1ing of not less than 1he tolloY.mg: Roof Deel. Sohd surtacc on noncombustible ma1erials or minimum of 1 >inch ply"' ood or I-inch nominal boards or other material approved by 1he building official. 8:ise Shttl and Plies four layers of Type 15 perforated organic fiber felt, or Three layers of Type 15 organic or inorganic fiber felt, and ~urfadnJ! !'thtl'rial 400 rounds per roofing square of gra,el, crushed rock. ceramic o r appr0,ed similar surfacing material. or 300 pounds per roofing square of crushed slag. l~ee Li . B.C. S1andard No. 32-5 lor mineral roofing aggregate Y.eigh- ing less I han 60 pounds per cubic fool. l 3. An~ buih-up roof for application to roofs having a slope nor less 1han ': inch to 12 inches applied as specified in Section 3:!03 (d) I, rnnsisting of nor less 1han 1he following: Roof Deck Sohd surface on noncombus1ible materials or minimum of ½-inch plywood or I -inch nominal boards or oiher ma1erial approved by 1he building official. B:ise Sheet and Plies T" o layer~ of Type I 5 organic fiber fell, or One layer of 14-pound glass fiber felt base shee1, or combination shee1, or One layer of Type 30 organic fiber felt. or One layer of Type 45 asbestos fiber felt base sheel, and CapSheeb One layer of 90-pound mineral surfaced organic fiber felt cap sheet (requires not less than two layers of organic fiber felt), or TY.o layers of 55-pound mineral surfaced organic fiber felt split sheer, or One layer of 80-pound mineral surfaced asbestos fiber felt cap sheet, or One la\C'r 111 72-p,,und mmrral ,urfaced j,!la" fillrr fl-It rap ,hl'L't, 01 ·1 wo la~·e" of Type 15 a,hr,w, f1her fin1,h111g felt,. 4 Any Cla\\ A or D prepared roofinj,! 5. Any Clas, ( mineral surlan:d a~phalt shin11le~ laid ,o thal there arl' nor le~, 1han IY.o thil"kne,ws at any poinr and 1hc lotal wei11ht per roofinj,! ,quare •~ 001 les, than 235 pound,. 6. Asbes1m-ccment shingles or sheer,. 7. Concrete slab roof. 8. Metal roof covering. 9. Slate shingles. 10. Clay or concrete roof tile. 11. Any roof covering systems of Y.OOd shingles or shakes having a Class B rating. '> Date, f #d P~by, Jurisdiction~ VALUATION AND PLAN CHECK FEE a Bldg. Dept. □ Esgil PLAN CHECK NO. 83-8 BUILDING ADDRESS _,./c"-~----/._/_0_/2_/,_._.cf;'--''Q.;.;..../_~_,1.,_~~..:...=C,,_.;l/...-;,7.____::..He~;.__· __ _ APPLICANT/CONTACT ________ PHONE NO. _______ _ BUILDING OCCUPANCY DESIGNER PHONE ------TtPE OF CONSTRUCTION CONTRACTOR PHONE ~'/6') rJPA '$ L 1~, n c, ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER ?--/ l)I I 1 C:-1 IC/9~ {fJ~ L/, 7qfl 9.3,CbZL.£ I , G -4--12-?~c llt./7 ~ /;;l. o_g. 5 3 CoLf-, /~o /rc:e// V.s / L/to Vl!~ (,? s -v -G,57 Res. Baths (over 3) @ 2,200 Res. Fireplaces ( 0 '2er @ 1,760 Air Conditionin~ Co:nmercial @ 2.80 Residential @ 2 40 Res. or Comm. Fire Snrinklers @ 1.50 To t.al Viilue C/Cf &1/-5 ,, 8/4/82 SHEET EIVE * * * * * * t; * * * * -J· * * * * ;\; * * * * * * -i; *ff~***** * * t...:Ji]i); * * * *"lili.£:ts.Js.]0i; * ~-i'i * lS * * * * t * * *Ju;.. £.LA.NNJNG DEPARTMENT ZONE: SCHOOL FEES:!N D:YfGUITO _____ SAN MARCOS __ _ ENCINITAS ____ CARLSBAD A tJ tt UNITS REQ'D: PROVIDED: % COVERAGE AL LOWED : ________ . PROV I D-E-D -: ~~~~~~-+'-(-=~)~(~/-+r;::======= PARKING SPACES REQ'D: PROVIDED: ------- BUILDING HEIGHT REQ'D: PROVIDED: ------·------------ FRONT SETBACK ALLOWED: PROVIDED-=--A~i~.c~~- INTRUSIONS: 0 SIDE SETBACK REAR SETBACK RE-DEVELOPMENT APPROVAL REQ'D: ___ p.J,.__ft~---- LANDSCAPE & IRRIGATION PLAN COMMENTS :~,/-'-t}~------------- -E-NV--IR_O_N_M_E_N-T.-/\L_P_R_O_T_E_CT_I_O_N_R_E_Q_: ====================================~-1-rt- -ADDITIONAL COMMENTS: µ.; t: f-[M,,_) =/k,~ ~!)oln ' .OK TO ISSUE:~ ii I vf{'f.:> OK TO FINAL: ___ DATE: ___ _ ~t "iJ:ds..is..;;;._,"';. * * * i; * i'* * :•· ·t * * * * * i'i * * * * * * * ;1; * * * * * * i; * ;d * f,, .. td * * * * * :I; * * * ,., * ,, * ~: id; * * * * * * * * :7i EtfulliE.EJliNG DEPARTMENT • ~ S';-b ~ R.d.W: IMPROVEMENTS: ------------------ GRADING PERMIT: -------------------------- EASEMENTS: DRAINAGE: ----------------------- LEGAL DESCRIPTION: • ADDlTIONAL COMMENTS: .r *CHECK IF ENGINEERING INSPECTION REQ'D. ON FINAL: OK TO ISSUE ,.;Jl.JL-DATE: 1-( 'f-'\i 1-Plfl : ~ -OK_T_O_l_~ I-N-AL-:~~-=--=--=--=--=--=-- DAT E: ___ · -,~;o(V} * Jr, TIIIS ITEM IS NOT CIIECKED, I3U1LD1NG DEPJ\lrfMENT WJLL MAKE PINAL lNSPECTION. • .. u ... ,c,,:.L fl,,i(j, ... f ftlNC VALU ATI~$ SU2VfY$ 0UIC,.. S,UPflVISIC)l,I r r-· I RAYMOND R. RIBAL CIVIL ANO SANITARY ENGINEER 770 SO. BREA BLVD . SUITE 203 BREA. CALIFORNIA 92621 519-4991 A'£VIS£C P'-"i ,'~-~i N.! ,I, ~A ~IJ/IUA //Nii N.! II ~~~o CAi..lP: VALENCIA AVENUE \ ---P -~--:-. ~ ~--. _~.,....- 1!5.~ i.C. . . ... .-. , t:'. \ • "<.:.' .. :ij/_L MtM&U AMUICAM soc1m CIVll fNGINIHS