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Home My WebLink About2621 ROOSEVELT ST; ; 79-1603; Permit• MODEL NO. _________ _ 6/011797000 00017000-6/01/79 BUILD NG PERMIT APPLICATION 771,43 773.4 T City of CARLSBAD, CALIFORNIA 92008 Applicanttocompletenumberedspacesonly Phone 729-1181 Permit No 19-/6o3 JOB AOOR C!5 ASSESSOR'S ::;_ i :J.,/ "ff~cc:.Ev6.L'T s,r~ PARCEL NUMBER I LOT NO LoT :tLi seJ.i.•~TtPE ~tit>S a....,...,K PAGE I PAR L lGAL (,~-Z:£H[0 5H([TI l OC5C.. Pt:> R • MA? OWH[R MAIL 40ORC5S ... PMONC V1rr-o'R M o'R£No Po lo')/ ~<' 7 cs s P, q2_d oli' ?-Y 0, -e-J4J CON TIU,C TOIII MA tl. A.00 .. ESS PNOHJit/lf ff,., /5CJSTATE Lrt. NO, CITY LIC. NO.➔ VIA1-L~•Sl'l--,.-H ~t-t>'\Jlr~ ~f.of;/;R.1:eN.~t1:f.~1P£9'U$'"",. R ~7/m8' AIIICHITCCT 0111: 0£.SIC,..tlll MAIL AOORCSS " PHOM ~,-~z, LICtNSC NO. 4 M. w' ff p I G"-£D ,i.o 3" s •. N e-v A r,A ns I '71::-9m~4. £NCIN[.[III MAIL A.00111£55 PHONC LICCN~C NO, 5(! 11 -JI. r:f IC/: ~~ (SAA.NI} k~.f: ~,Ct:'!....~ CA rt.<' aA-o 'l'J..,:,,tr /4"'1/....., lirt:7 ~, 6AM~SNA INS. ;z~R-/ Q/41 (~Li/0MAI L) lllltANCl-f • USC Of BUILDING ~ 7.J)J'tNCc 371,,( 0/0 NO. BORMS NO. BATHS 8 Class of work: }(NEW 0 ADDITION 0 ALTERATION 0 REPAIR 0 MOVE 0 REMOVE 9 Describe work. A'/, ,,. ... n. ,n, 10 Change of use from o<JJ!r u, Change of use to !?(l l 1 Valuation of work: $ /7t.,,~39--3~··' PLAN CH ECK FEE S ~,~ !!/-I PERMIT FEE s 402~ SPECIAL CONDITIONS -Type of \. =any 0 ~ MICRO FILM FEE ~~ 1'{4:vl"",• 7/1~~ "-.:.,-.!,.,....~ -Const ·v-N P 3 B!!. /5- s,ze of Bldg~ N o of Max (Total) Sq ~ O Stories / Occ.Load 3'~ Fire use RF Fire Sprinklers ~o APPLICATION ACCFPTEO BY [1l~,:J0 ,1'f ~:~i:!iv Zone ......._:c' Zone Required 0Yes No of OFFSTREET PARKING SPACES· /.3 "~~ -Dwelling Units a No. Q 'No. DATE --_, ----..... Covered Sq. Ft. Opun -NOTICE SpP.cial Approvals Required Received Not Required SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB PLANNING DEPT. ING, HEATING VENTILATING OR AIR CONDITIONING. HEALTH DEPT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS.OR IF FIRE DEPT >----CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A SOIL REPORT PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM MENCED OTHER (Specify) I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS ENGINEERING DEPT. APPLICATION AND KNOW THE SAME TD BE TRUE AND CORRECT. --r---- ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS WATER DEPT. TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED ~H ~ J.lou~ 54 ~,. ""'"'"' HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CO~TION. ~~,( ~;Vv./~ ~£V . dJ ~/-,o -;,,, 51GNATUIIJt o, CONTlltACTOIII •1111 AIJTHOlltlZlD AGlNT (DA. Ttl - $1GNATUJU: 0" OWN[f' II,. OWN[llt ■UILOCIIJI IOATC) WHEN PROPERLY VALIDATED UN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH 4-l TOTAL FEES$ 77 / - I I 0/2j/7967 0 00tJl57t,U 10~9/ 79 PLUMBING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Phone 729-1181 Applicant to complete numbered spaces only Permit No 79-Lr 9'/(} JOI AOOII tSS 1 ·t, , 1 LOT NO. I IL• I TOACT LtOAL I 1 DUC~. OWNUt MAIL AODlllltSS ... PHONC 2541 ... ~;. -,_..~ .. .,., , . ' 2 -· -•--.. ~n t , __ , , • . -- CON TIIAC TO" . MAIL A0011tE.SS PHONE. STATE LIC. NO. CITY LIC. NO. 23 ~ . ! J._.).· 3 '~·-r. -.1'.JI .n§l"lft ,_.,, ~-1-s l ~ ·-. A,-CH I TCC T Olllt OCSI GNUt .. ""'AIL ADOlllltSS I PHONE LICtNSl NO. 4 -.1 tNGIN(l" MAIL ADD"lSS PH0Nt ...., LIClNSt NO. 5 I ,. ~lt'-- COMPENSATION INS. CARRIER ~ MAIL AODltC55 IJtANCH 6 l°W(. I• SU ttt.o!'.""-, ltT!tff't1-Atl, - U$l o, I UtLDING . 7 . _,. 8 Class of work: (J NEW 0 ADDITION 0 ALTERATION 0 REPAIR 9 Describe work: ~ -- . PERMIT FEES No, Type of Fixture or Item Fee SPECIAL CONDITIONS I WATER CLOSET (TOILET) $ :J BATljJ"UB ,::;: LAVATORY (WASH BASIN) ' "..) ~ SHOWER ,LJ, I KITCHEN SINK & OISP r ) DISHWASHER APPLICATION ACCEPTED BY PLANS CHECKED 8V :~:tE\o\;qj;,BY LAUNDRY TRAY CLOTHES WASHER J WATER HEATER _, oO ! URINAL - NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC ·~ DRINKING FOUNTAIN J t,t) TION AUTHORIZED IS NOT COMMENCED WITHIN l20 DAYS.OR IF / ./ FLOOR-SINK OR DRAIN H ((1') CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- , SLOP SINK . . ' MENCED J GASSYSTEMS NO.OUTLETS ~_; J, l ! HEREBY CERTIFY THAT I HAVE READ ANO EXAMINED THIS APPLICATION ANO KNOW THE SAME TO BE TRUE AND CORRECT WATER PIPING & TREATING EQUIP. ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED WASTE INTERCEPTOR HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE VACUUM BREAKERS PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. LAWN SPRINKLER SYSTEM I SEWER NUMBER CLEANOUTS :• ~.d'~~~ CESSPOOL -p}v4l,_.q SEPTIC TANK• PIT ROOF DRAINS 1 s,GNATIJ'IC or CONT .. NCTOfl 0" AUTHO"lltD AG[NT (OATEJ I ' ISSUANCE FEE $ SIG,-.ATUJll:C o, OWNf:111 1, OWHUI IUILDtfl OATCJ TOTAL FEES $ "I WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR 'x-(,, I APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM CITY OF CARLSBAD SE 1656 ' ENGINEERING DEPARTMENT SANITATION DEPT. 729-1181 EXT. 35 ~A ISSUED BY -. FOR APPLICANT TO FILL IN - -t:: I-:"" / DATE ISSUED BUI LDING , ADDRESS <'.I (Z 0 v =-r Av.._ VALIDATION OWNER ,, I Ui~ Vv (, L J I I, -l ,c. • rt-; '"i t\.J I . MAILING ADDRESS ,../\,;I• F.fi/J , • .d. LAT ERAL CHARGE COMPUTATION CONTRACTOR STANDARD 4" (Max. H. 30', V. 10') OVER 30' H. @ FT. CONT RACTOR'S O VER 10' V. @ FT. ADDRESS STANDA RD 6" (M ax. H. 30', V. 10') OVER 30' H. @ FT. NEW BUILDING I EXISTING BUILDING I OVER 10' V. @ FT. LEGAL DESCRIPTION TOTAL CON STRUCTION COST SERVICE CHARGE (REPAVING ETC.) TOT AL LATERA L CHA RGE REMARKS: LINE COST DATA ASSESSMENT DIST. NO. FRONTAGE COST PER FT. TOTAL OTHER LATERAL LOCATION CONNECTION FEE i-: I I i-: C/l C/l NO. UNITS -•J COST PER UNIT TOTAL I' I"\ I' '\ PUMP STATION FEES \.,I \. ,I NO. UNITS COST PER UNIT TOTAL I I ST. TOTAL CHARGES (LATERAL ETC.) I ;".i LATERAL NO. INSTALLATION DATE APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM CITY OF CARLSBAD SE 1610 ' BUILDING DEPT. ENGINEERING DEPARTMENT 729-1181 EXT. 35 ISSUED BY i FOR APPLICANT TO FILL IN I ,J DATE ISSUED BUILDING 'I-/ ADDRESS --~ .. . J • t" r ... VALIDATION OWNER ' ~ I 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 BUILDING I EXISTING BUILDING I OVER 10' V. @ FT. LEGAL DESCRIPTION TOTAL CONSTRUCTION COST I SERVICE CHARGE (REPAVING ETC.) L , TOTAL LATERAL CHARGE REMARKS: LINE COST DATA ASSESSMENT DIST. NO. FRONTAGE COST PER FT. TOTAL A OTHER LATERAL LOCATION CONNECTION FEE ..,: Cl) I I ..,: Cl) NO. UNITS COST PER UNIT TOTAL I' "\ I' "\ PUMP STATION FEES \....I \....I NO. UNITS COST PER UNIT TOTAL I I ST. TOTAL CHARGES (LATERAL ETC.) 2.1 s: -J'{) LATERAL NO. INSTALLATION DATE ' I I ' ' l i I :; -... ·,·,. _; .. ~•-· I I This _Cuti[!rnte iss1~d p:irs::m;t _to t/\e rei:uiremwt_s of Section JCS O·f ❖11~ !Jn1·r·orm r3u·11,-;;l"f"! C·od•,,,· c ci·'·i·!'1··~-c v'1"'{'·· ~-:" ·'t·h,-.. -i·1·1··"0 o: r-·1 -~"''"'1r-.r-. , t,. \.J , ~ • .....,;i It., "--' . t.,, ... _,.::> t. !<...:~ ... -t. S v ... «tv , . .,..;J• ... \.l.1,...,.._ ... _. t!iis· struc-cu re com piics with 2p;JliC6b!0 orc.l_in2ir1ces of th~ Cit11 2 r egu!sting building construction · use.· ' ; 4 ,000 ,q. ft. GROUNQ .FLOOR ONLY Use Clcssification Commercial {Dan e~~◊) lllc!~ . .Perm_it No. 79 -1G03,_ __ ,.. t·· Gro'ip _____ Typc,CMs!rv~tior. VN Fir e.Zen<> 3 u~c Zcne_E_P~----< Occu;:,ont, Locd ______________ ;__ _______________________ _ ' ,_;: Owiicr of Svi !ding _,_y_i_q_t_o_r_Iv_Io_:r_(;!n,O _____ · AdJro;; s _Y._._()_, __ 1;3_QY_3.5..2,_C.ru:.ls.b.ad __ ~~ 0uitdir'J AdJress . 26·21 ·Roosevelt ___ St. __ ~caii•~arlsba4r ~~~92008 ~j ___ . _· _·_, _ .. _. ___ ·_. --. l/;1/~9~ . . . .\• --~ef.(_~--6~~ ... ------_ _-:.--~-. · · · 4--29 -80 -----______________________ !:lo!e__ _ ____________ _ HOTC: Altc1101 ,ti,,, rh,mve ~, '.J<l.l,llit,•1-: 01 chon!Ja:. t>f, 'Jf<:mc: vlli!lo:. ild i. C°'c;llit ill,\111.1. (Po,t in,Cn":S?iC\JOU~ pb-:c) ' .... ,,,. / \. \". ·v :· I • •' j .. . . / ' ~ ·.' ' \: ':" " ·1 ,I .I ·, -·~(,,.., -~~.·· .... , ,, ,. : . ' r~:,,t"~,"?'1.n-,m ... ,,..,.~,,a-,~ .... ~,-:-;""":'T-r-.!;--rtTT,...,~.-:-:---,-·•1,.,....,,yr--TJ'l1T"•"'?'T':-;.t'~,,··,,,~"""···".,att?'~':ffll:!"''f~'('l"')ll"~TY.rrur,,'.....-..n,-'"'"""'~Fl-ffl'l'l"Jl! ... _~"'P""'-l""V'4t""J'·--,...,-~ ... "'-lVlt"1".l''fl":•~w11....,..,,,... ... __ . '/ , '. ,. ;, ,. I . r: ,. I I I l : ·. ~: , . : , ... ! I i •,. •' : : ; ,_. ' ••' • I "'· ' d{ ( ' •' £1L b ·i ,,,. .-;---r 1 ' ~ ·::11 • I I. . . . ' I I )!'y~~ ( ~, .,I _.,,. ',··) ) I } I ·-' l0 .. , : .. · ,z'.; .. r1,.;JI '•J ( .,, - ,. t • , ' \ \ )( ~A~AMAAM~/~.AAAAAl~AA/A~IA,MAAA~~ ~ -~ t 3 QJ:rrtifiratr nf ®r n q.1a11 ry ~ ~ ~ j CITY OF CA.RLSBAD ~ ~ ' ~ j This Certificate issued pursuant to the requirem ents of Section 306 ~ ~ of the Uniform Building Code certifies that at the time of issuance ~ ~ this structure complies with applicable ordinances of the City ~ 1 regulating building construction use. ~ ~ . . ( SECOND FLOOR ONLY) ~ j Use Classification Commercial Office Bldg. Permit No. 79 -1 60 3 ~ ~ Grovp _____ Type Construction VN Fire Zone 3 Use Zone R p i ~ Occupant Lood______________________________ ~ ~ OwnerofBu ild in.,-,..Victor Moreno Address P. o. Box 357, Carlsbad ~ ~ . j' . ~ ~ Building Address \: 2'621 ·Roo·sevelt St . .' Locality Carlsbad, CA. 92008 ~ 3 i -s. • ··". (. B ~ ' ~ ~ _________________ D~-~'-------.'---------'t> ~ NOTE: Alterations, changes, additions or changos of accupan y nullifies this ~ ~ ~ ~"" M M V M M M M M M M M M M M M ~~w y v.-•,rwVW'f/ f''t/WV{~v'v'WWWW;t.. I i f i I PETE CAHN CERTIFIED PUBLIC ACCOUNTANT 2541 State Street Suite 105 Carlsbad, California 92008 714 -729-2617 DL!cember 10, 1979 RECEIVED 'fony Ma ta, Building Building Department Ci ty of Carlsbad 1200 Elm Avenue Ca rlsbad, CA 92008 Inspector DE C 1 ~ 1979 CIT'( ~F CARLSBAD Bwld,ng Department RE: Building Permit #79-1603 2621 Roosevelt, Carlsbad, Dear Mr. Mata, .... J A_ 1-1< t( /JA t ✓(§v This letter serves to confirm our conversatiop/of December 4, 1979 r egarding queries from J. Michael Winfield, A.I.A/concerning the construction/ of our building at 2621 Roosevelt. Mr. Winfield, who was a partial designer of the building and who was not a certified Architect (nor Architect of record) at the time of our plan approval, was discharged by us in February of 1979. As the Building Department is aware; we have made and are making several fa cia changes to the exterior and interior of our building as follows: 1. 2. 3. 4 , Roof Trusses-which were engineered by and structural liability assumed by the Truss Company engineer have been changed in shape to eliminate an impractical (and perhaps dangerous and unbuildable) wrap-around glass c lerestory. Additional Windows-with the deletion of the glass clerestory, sixteen windows (8 of which will be covered by tongue and groove board at ground level to accommodate 8' ballet mirrors in Mr. Moreno's s tudio) have been added to the Studio area. These changes were discussed with Mr. Richard Osburn, Building Dir- ector, who concurred that the building need not be reengineer ed as the addition of bond-beam rows and vertical steel doubling would equate the sheer strength of the solid original design. Interior Partioning-minor changes in non-load bearing interior partioning in the s tudio, dressing and office areas have and will be made. Title 24 Cales-Revised title 24 calcs (required as a condition for issuance of building permit) were delivered to plan check on 6/22/79.' These calcs specified insulation type and gave flame spread information on the same. One should note that the deletion Building Permit #79-1603 December 10, 1979 Page 2 5. of the glass clerestory (approximately 1050 sq.ft. of glass area ) is mitigated by t he addition of 16 windows (approximately 130 sq.ft.) of glass area. Thus, in our opinion, with the concurrence of Mr. Osburn, t he building heat loss/gai n calcs have been enhanced by this change and no reengineering should be required. Minor c hanges in office and studio partioning due to moving of doorways (approx. 5 -8 sq.ft.) should not effect title 24 cal cs. Other Items-These facia changes are being redrawn weekly, on an as-built basis (the originals may be examined in my office; as you know Tony). The actual construction meets or exceed building code requirements. We expect to submit revised schematics for department approval shortly. Thank you for your consideration and we must appoligize for any unnecessary inconvenienceyou may have suffered as a result of this matter . S t nc E?rely, Pet e Ca hn --for Pete Cahn, Victor Moreno & J ohn Sathrum aka Roosevelt Building PC :do cc.: File Victor Moreno, owner John Sathrum, owner Howard Becker, Contractor City of Carlsbad, Building Dept. Mr. Richard Osburn, Director Mr. Ray Green, Plan Check Mr. Larry Smith, Systems Design Mr . H. Herries, Mechanical Engineer Mr. J. Michael Winfield, A.I.A. .. ' ..... ' ,♦, .;.. • • 1 : ,;r ' ~ , . ~,•., . ..... ,. .. ·r :~:.! -i1: ! .. ,•·t.·t • . , ..... · ..... ,.' • • w • •' . ,, .... , I cc : . ' '. t ..... 'l ..... ·. c~·:: Coastal c·.H • ..: Rice •, .• •t j : -~ '. ',;_ - Commission s •• ., ~ i , .. . ,: ·• ,•. ··-•.,,, .·•.:· . ; ,,~ .. '" ,., ·• . •, t,' . . .... ;, . .· .. :. , .. ~ ~;.• ,. ' l, • ;\;, .• ,' I ,. ... ., " . .• ~ ' t • ',: •• ·- •. •'' -'·-.··1· ··:· ·.'.} ., .. ··., . , .. ,j I :1 ;_ r_,-~, • .. : : ... I ' PETE CAHN CERTIFIED PUBL.IC ACCOUNTANT Mr. Tony Mata Building Inspector Building Department City of Carlsbad 2541 State Street Suite 105 Carlsbad, California 92008 Carlsbad, California 92008 RE: 2621 Roosevelt Carlsbad, California 92008 Dear Mr. Mata, April 25, 1980 This is to inform you that handicapped grab rails are on order and forthcoming for our new building. The Building Department will be notified when they are in- stalled to clear the last remaining item for final inspection. Sincerely, _,M2,Z Pete Cahn PC:dc cc: File \ .. -. -.. , .... ___ _ ., 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 April l O, 1980 Mr. Victor Moreno P. 0. Box 357 Carlsbad, California <tCitp of <tCarlsbab CORRECTION NOTICE FOR 2621 ROOSEVELT STREET 1. Corrected ~5-hujlj plans are required. a. Have sig1necf by C. Rice with ink, TELEPHONE: (714) 438-5621 Correct engineering calculations and have signed by 1.9-,(:. C. Rice due to added ooenings in walls. oK~ Revised energy calculations are required due to added windows and deleted insulation. Insulation certificate and Energy design certificate (attached) required. R°1) Occupancy of the second floor was not approved with the ~~issuing of the Building permit. The plans show the stairs • and use of the second floor as future due t,5sArequired sewer allocation. 1lr Build Ing perm4 ~f-¥>-e~red for construction of the second floor. 5. Electric floor receptacles as installed do not meet code reauirements and must be changed. 6, The plan shows and the code requires one handrail per stair- run extend six inches minimum beyond the top and bottom riser and terminate per code. See 1976 U.B.C., Section 3305. ~ }( A mechanical permit is required. 8. Sign permits are required prior to installation. 9. Approvals by the ci~re, Planning and Eng~g departments are reauired. . --'-••·-·-···-· --~--- • Page 2 CORRECTION NOTICE FOR 2621 ROOSEVELT STREET (Continued) 10. Landscaping to be complete along with striping of parking lot. 11. House numbers required. 12. A final inspection by Tony Mata is required. RAYE Acting REG/ql Attachment Director • . CITY OF CARI;SB/,D Inter-Office Correspondence dEr'T. FROM: e Nt:.. ,;vE.:E,e ,Nk MESSAG!':: -..S;/IIC..L v',c.7.o~ -~/e..E;v.o.S AL L,,::)C.../f-TELJ :;z, ;;. £. fJ. u.J a Cl <C_ co C: w Cf) 0 C) _,J -E > co 0:: "' (j") -~ <( ~ ..-·,; lal .-1 (_)Cl .., E.l!J.1./. 5 . ,,.,_ ' ,,., . 0 o:.: LI-.!: (L 0 ::'. <. Id .::J >-u . a: 4-. -,u Y.o,J H'Av.e AT Y.e,ute. -L. IJ. I.I. .S Attachments: ----Reply requested: __ _ REPLY: Patee -DATE: __ '7_-_/41,_-:Bo=------- 11 . ..SHovVELI FJruAe ,It.£ ~~,D~ . .s.F. - Signature:.·~ ~ . Signature: · .. -·--------' .. ~~--------. -· _ .. Jurisdiction GENERAL PLAN CORRECTION LIST Based on 1976 Edition of the Uniform Building Code Owner ..................... M .. Q . .@ .. ~.N..C.~~ Plan Check No. 7~~/1?.valuation .......................... . r) /' _ 21 >"X-.f.F. -C'~ ; I Job Address ~I.Jl. ........... : ........ ..:7..#. ........ 2.I..,........ Use ... P.i./j.C.£ ... S..T...?1 .. .0.A" .. O l3~····/~: Jk'&P. City ······················(J.._·A·.'R··~·.5..·'!]/!:..P................. Type of CR~) Occupancy 11 w f ,z,WAL.L.. State ............................................ C .. i.'1-....................... Constr ,r_li..-r ... .. .R. ... Classification :5 ... :"'.':'.~ .. . Total Allowable Floor Area .... 7 ... f .r?..~ .......... Sq. Ff,t<i~-.i. . . ...~tories ...... 2-. ................. ~ .. . · (A~ ort-e I'S RP N,111 A ~ Basis for Increase ~ , 7 &" Floor Area: ~ a r--E>-e ;w O, 1 / st\ )I z ..................................................................... 1._,:;:~-:.... Floor (Max.) ...................................................... Sq. Ft. Floor (Tota~ ·········,;-1t·····'#.~ .. !~ .. Os ........... Sq. Ft. ) ····················································································· Occupant ro1J .~ ............ C .o.t..6 ... 04.S ... Af..$'.l.f;N£D 8--1. cxf!if!!:EJ~#~~ 1'.r ~~~ ~::5!1 f#f:1:f(~ ~~ Corrections checked below are to be made on plans before permit is issued. The approval of plans and specifications doe$ not permit the violation of any section of the Building Code, or other City Ordinance or State Law. ,,. GENERAL 1. Valuation should be $ ....................................... . 2. Show job address on plans. 3. Give name of person responsible for plans. 4. Submit fully dimensioned plot plan. 5. Give all dimensions on plot plan. AREA LIMITATIONS AND GENERAL ..-OCC ANCY REQUIREMENTS 7. The total floor area is limited to ...................... .. square feet. Sections 505 and 506. 8. Unobstructed yards of .................... feet should 9. Form 200.3 be maintained on .................................... sides of the building for area purposes. Section 506. Provide details to show that ............................ .. •hour area separation walls should comply with Section 505 (c). (a) Extend vertically from the foundation to a point 30 inches above the roof. (b) Total width of all openings limited to 25 per• cent of the wall length in the story under consideration. (c) All openings protected with fire assemblies having a fire•resistive rating of one•and•one• half (three) hours. (d) Ducts through area separation walls should be avoided. If allowed, fire dampers on each side of the wall are required. 10. A fire:resistive occupancy separation in conform· ance with Table No. 5·8 and Section 503 is required between the ( ............ •hours) ( ............ •hours) ( ............ ·hours) 11. Horizontal occupancy separations should be sup• ported with a structural system having equiva• lent fire•resistive protection. Section 503 (b). 12. The building is limited to ........................ stories ( .................. feet in height) as a Type ............. . structure. Section 507 and Table No. 5·D. 13. A room in which a water closet is located should be separated from food preparation or storage rooms by a tight·fitting door. Section 510. TYPE OF CONSTRUCTION R , of coverings should be fire retardant. Section 603 (a) or 1704. Details or specifications mplying with Section 3203 (e) are required. ' ,• 16. 17. 18. 20. 21. 22. Exterior (court) walls within .................... feet of lines should be of ................ •hour construction. Section .................... 03 (a). Openings in exterior (court) walls within ........... . feet of property lines should be protected with three•fourths•hour fire assemblies. Section .................... 03 (b). Usable space under the first floor excep l'fn Group I (J) ccupancies should be s"1d as required i Section 1703. e struct~·on or r ral frame i exte all hould comply tn o. 1 able No. 17-A and . .. .. .. . ........ ... See Section 1702 for Oc.t.R (!_oft/Sr.Ab Building aper should be applied to exteriorNCN walls as specified in Section 1707 (a). <)f-; Enclosures for floor openings should comply with Table No. l 7·A, Section 1706. Details should clearly indicate this. Structural members carrying masonry or con• crete walls in buildings over one story in height should be protected with minimum one-hour fire protection. Section 1708. 23. Nonabsorbent finish and backing for toilet room walls and floor should conform with Section 1711 (a). 24. Shower stall walls should be finished with a hard, nonabsorbent surface to a height of 6 feet. Section 1711 (d). 25. D rs and panels of shower and bathtub osure should comply with Section 1711 0 g). rapet walls not less than ... . ..... inches in h ight are required. Section 17~9. Projecti s beyond the exterior wall should form with the least restrictive of the following: (a) A point one-third the distance to the proper• ty line from an exterior wall. Section 504 (b). (b) A point one•third the distance from an as• sumed vertical plane located where fire· resistive protection of openings is first re• quired due to location of property. Section 504 (b). 29. Envelope ceilings should satisfy the following conditions [Section 4303 {b) 6.): (a) Should not be used to provide fire protec• tion beam and girders supporting mor than one floor. (b) Columns should be pro• tected. (c) Duct and outlet ope square i ches i e ceiling ea an approv i d (d) E~ect I let a d n reate ar . Gypsum board ceilings in conjunction with fire• ~esistive assemblies should be supported at intervals not exceeding 16 inches. Item 25, Table No. 43·C. 31. Wood stripping or suspended wood systems for gypsum board ceilings should be not less than 2-inch nominal thickness. Section 4704 (b). [Section 4703 (b) for wall stripping.] 32. Final partition layouts and details should be sub· mitted prior to installation to justify compli· ance with occupancy, fire•resistive, structural, and exit requirements. ustifying test data in conformance with Section 106 or an ICBC research recommendation is required for ...................................................... . Rooms in which rubbish (linen) chutes terminate should be separated from the remainder of the building with a one•hour occupancy separation. Section 1706 (c). 35. Openings into rubbish and linen chutes should not be located in required exit corridors or stairways. Section 1706 (c). cupancies should be of one•hour fire· r I tive construction if located in a basement r above the first story. Section 702 (b). A·2.l Occupancies with an occupant load of 1000 or more should be in Type I, 11-F.R., II one•hour, Ill one·hour or IV one•hour build· ings. The assembly room should not be in a basement if it contains this high occupant load. Section 702 (b). 38. The main entrance should front directly upon or have a 20·foot wide access to a public way at least 20 feet in width. Section 703. , 39. Light and ventilation should comply with Section 705. 40. A One•Hour Fire·Resistive Occupancy Separation is required between the boiler or central heat• ing plant and the rest of the building. Section 708. 41. Exterior openings for rooms containing a boiler or central heating plant should be protected with three•fourths•hour fire·resistive assemblies that are fixed, automatic, or self·closing if lo· cated below openings in another story or if less than 10 feet from other doors or windows in the same building. Section 708. Group E Atmospheric separations should comply with Section 802 (b). 43. of rooms should be clarified. Note that roo in Divisions 1 and 2 Occupancies used for da care purposes and rooms used for kinderga , first, or second grade pupils and Division 3 ccupancies cannot be located above the first tory. Section 802 (c). 44. Special hazard room other portions of the ilding by not less than a One•Hour Fire•Resisti tion. Section 802 (d). 45. One required exit should front ctly upon, or have a 20.foot wide access to, a blic way at least 20 feet in width. Section 803. 46. Sanitary facilities should be provided in ance with Section 805. 47. 48. A One-Hour Fire-Resistive Occupancy Separation is required between the boiler or central heat- ing plant and the rest of the building. Section 808. roup I, Division 1 Occupancies should be of pe I or Type 11-F.R. construction unless com- p ·ng with the Exception in Section 902 (b). 50. Group I, Division 1 (2) Occupancies should be of on our fire-resistive construction. Table No. 5-C. 52. A One-Hour Fire-esistive Occupancy Separation is required betw n the boiler or central heat- ing plant and the st of the building. Section 908. 53. Exterior openings for roo s containing a boiler or central heating plant hould be protected with three-fourths-hour fire-sistive assemblies that are fixed, automatic, self-closing if located below openings in ano er story or if less than 10 feet from other doo or windows in the same building. Section 908. Group B Motor vehicle service stations should be of non- combustible fire-retardant treated wood or one- hour fire-resistive construction. Section 1102 55. areas in excess of 1000 square feet in conne ·on with wholesale or retail sales should be separ ed from the public areas by a One- Hour Fire· istive Occupancy Separation un- less the buil is equipped throughout with an automatic fire xtinguishing system. Section 1102 (b). 56. Light and ventilation sho d comply with Section 1105. 57. Exhaust ventilation at or nea quired by Section 1105. 58. A One-Hour Fire-Resistive Occupanc is required between a boiler room o central heating plant and the rest of the buildin Sec- tion 1108. Group R-1 A Group H Occupancy more than two stories in height or having more than 3000 square feet above the first story should be of one-hour fire-resistive construction throughout. Section 1302 (b). Th following rooms should have window areas as ecified in Section 1305 (a), one-half of whic is openable. 61. Mechanical ve ilating system in bathrooms should provide ·ve air changes per hour di- rectly to the outs e. Section 1305 (a). 62. 63. Windows from ......................................... should not be considered as nishing required light or ventilation since they not open to a yard, court, or street in accor nee with Section 1305 (a). Courts bounded on four sides wi walls should be at least 10 feet in length. For ourts more than two stories in height, the req · ed width should be increased by one foot an the re- quired length by 2 feet for each ad · ional story. Section 1306 (c). Every sleeping room below the fourth floor should have at least one window or exterior door approved for emergency exit or rescue. Section 1304. ..... .. ............................................... room should hav the minimum ceiling height required in Sectio 1307 (a). 66. .................... .. ................................ room should have a min um superficial floor area of .................... s are feet. Section 1307 (b). 68. A One-Hour Fire-Resistive cupancy Separation is required between a boil room or central heating plant and the rest the building. Section 1312. 69. Every dwelling unit and guest room sti Id have comfort heating facilities as specified in Sec- tion 1311. up M Division 1 Occupancies are limited ·to 1 3000) square feet in floor area and one story i eight. Section 1502. 71. Garages shoul t open directly into a room used for sleeping oses. Section 1504. 72. An approved noncombusti material or asphal• tic paving material is require surfaces. Section 1504. EXIT REQUIREMENTS An occuplVl!t load sign is required in classrooms, 11/ assembly areas, etc., having an occupant load ff',re, ()/J· ~;::~:~~~:~~~~:~~:::~:~~~~~:~~~~::~j:~::~;~::::::::::::: 0io Conforming exits are required from the areas i~~::f);~~~;;~~~?~-~~-i-o .. :!~)~:::::::. :: :1 :j Exits should have a minimum separation of one- half the maximum overall diagonal of the build· ing or area served. Section 3302 (c) ............. .. 76. No point in the building should be more than 150 (200) feet from an exterior exit, horizontal exit, enclosed stairway, or exit passageway, measured in the direction of travel. Section 302 (d) .......................................................... . it door should swing in the direction of ~~~-~~-c~i;J~_~Mff.' .. ~i>~:-~~o-~~--:::::::::::::::: Double acting doors are not allowed where serv- ing a tributary occupant load of more than 100. Section 3303 (b). Exit oors should be a minimum size of 3' x 6'8" with a minimum door swing of 90 degrees. Section 3303 (d) ............................................. .. - The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3302 (b). Section 3303 (d). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths haye not been furnish!!J!. See door Jr ..... 1'()7~;/. .... ·(9· .... _..,.f. .... ,-,-£-E--,r .... I ~I /)O d f?. S i?",_._ Sheet No. 3 of 6 Sheets 2 -g ~fr ·_v ex> a-r ,t_ ) A floor or landing not more than 1 inch below the threshold is required o'n each side of an L---- exit door. Section 3303 (h).fOW fll>J'l t;H '2,.,- Doors should not project more than 7 inches in· to the required corridor width when fully opened or more than one•half into the required corridor width when in any position. Section 3304 (d) .......................................................... . 103. 104. Exterior stairs should not project into an area (yards or courts) where wall openings must be protected. Section 3305 (n). One stairway should extend to the roof. Section 3305 (o). It must be in a smokeproof enclosure in buildings over 75 feet in height. Section 3309 (b). Revolving (sliding) (overhead) doors are not per• for stairways should be indicated on plans. ~ 5. Six•foot 6·inch minimum headroom clearance mitted as exit doors. Section 3303 (f). ' .,....J. '/ Section 3305 (p). Note that this is from a ~ plane tangent to the stairway tread nosings. Exit doors should provide immediate access to an I.~ril!~-+---------------=------=--- approved means of egress. Section 3303 (g). . ~fi ~f:l' g6. Ramp sll;zes{ should not exceed one foot i1)"ffe) Exiting through another room does not com• r/ 1, {,. .. L{... .. ... ~ ........ feet .• Sect~.~ ~ .. o.6.<c,> 'f> . J.•/1 Plj, e~pt_" i>ro~u~o.-1 fori'Jt ~ion liJl,2 __(~),,,. .,, • 11 r~-i~ n, ~r 1 , .. I: .YtJ ·Corrido'Fs slioula have a mini'1unf-wTd{h or 44 -$H~ 1 ~ c:>" 107. Surface of ramps should be ro!l"(fhened or of ct"\~ {) inches. Section 3304 (b). -V nonslip material. Section 3306 (f). -~ • • 87. 88. 89. 90. 91. Corridors serving nonambulatory persons should have an 8•foot minimum width. Section 3318 (c). Dead end of corridors and exit balconies are limited to 20 feet. Section 3304 (e). Walls and ceilings of corridors should be of one· hour fire•resistive construction. Section 3304 (g). An architectural section through the corri· dor is necessary to determine how this is accomplished. Exterior exit balconies cannot project into an area where protected openings are required due to location on property. Section 3304 (i). Interior openings into corridors ·should be pro- tected as specified in Section 3304 (h). 92. Stairway .......................................... should have a minimum width of .................... inches. Trim and handrails should not project more than 3½ inches into the required width. Section 3305 (b). 93. Risers on stairways should not exceed 7½ inches and runs should not be less than 10 inches. Section 3305 (c). 94. Landings on stairways should have a dimension in the direction of travel equal to the width of the stairway but need not exceed 4 feet. Sec• tion 3305 (g). 95. Landings should not be reduced in width more than 3½ inches by a door when fully open. Section 3305 (g). 96. Basement portion of stairways should have an approved barrier where continuous to upper floors in an exit enclosure. Section 3305 (h). 97. Vertical distances between stairway landings 'are limited to 12 feet. Section 3305 (i). 98. Handrails should be placed not less than 30 inches nor more than 34 inches above the tread. Section 3305 (i). Two handrails are re• quired where stairways exceed 44 inches in width. 99. Guardrails for stairs, balconies, and landings should conform with Section 1716. Note that maximum clearance between intermediate rails is 9 inches. 100. Openings in exterior walls within 10 feet of exterior. stairways should be protected with self·closing three•fourths•hour fire·resistive as• semblies. Section 3305 (I). 101. Enclosed usable space under interior stairways shou.ld be protected on the enclosed side as r~qu1red Jor one•hour fire•resistive construe• tIon. Section 3305 (m). 102. Noncombustible exterior stairs are required. Section 3305 (n). 1--r;-iiR1~ili=:::~;;-:~-;:::--:-;;:;::::;-::--::::;;,::;;j-~~ .... ~-... ~-~'4J I 108. Stairways should be enclosed as specifiea ,n .. ; ~- Section 3308. (a) One (two)•hour fire·resistive walls are re• quired. {b) Only exit doors are allowed to open into exit enclosures. (c) Doors should be labeled one (one•and•one• half)·hour fire assemblies. (d) Exit enclosures should include a corridor on the ground floor extending to the exterior. Fire•resistive construction should be as re• quired for the exit enclosure, including pro• tected openings. Only exit door's are per- mitted to open into the corridor. (e) An approved barrier is required at the ground floor to prevent people from acci- dentally continuing to the lower level. (f) Usable space is not allowed under the stairs. 109. One exit from the building should be a smoke- proof enclosure complying with Section 3309. 110. Openings into exit courts less than 10 feet wide should be protected with labeled 45-minute fire assemblies. Section 3310 (d). Also see "exit • court" definition in Section 3301 (c). Openings more than 10 feet above the court floor are exempt. 115. No openings other than required exits are per- mitted in exit passageways. The passageways should be of ........................ -hour fire-resistive construction. Section 3311 (a). Panic hardware is required on exit doors serving ,Atll' / Group A Occupancies having an occupant load ,,1/--f X. of more than 100. Section 3316 (a). In lieu ~ of this, doors shall have no locks or latches. c.J '-" Main and side exits in conformance with Sec- tion 3315 are required for 8·2 (1) Occupancies. $t1T ~ Section 3316 (a). 116. Corridors of Group E Occupancies should have a width required by Section 3302 plus 2 feet, but not less than 6 feet. Section 3317 (e). 117. Each floor above or below the ground floor level of Group E Occupancies should have no less than two exit stairs. Section 3317 (g). 118. Exit stairs serving an occupant load of more than 100 in a Group E Occupancy should have a minimum clear width of 5 feet. Section 3317 (g).' 119. Every room with an occupant load exceeding 300 should have one of its exits into a separate exit system. Section 3317 (b). t Sheet No. 4 of 6 Sheets 120. 121. 122. 123. 124. 125. 126. When three or more exits are required, no more than two required exits should exit into the same exit system. Section 3317 (b). No point in a room in a building should be more than 75 feet to an exit corridor, enclosed stair- way or exterior of the building. Section 3317 (c). Exiting through adjoining rooms should comply with Section 3317 (d). Panic hardware is required on exit doors serving rooms containing more than 100 occupants and in corridors of Group E Occupancies. Sec- tion 3317 (j). All required exterior exit doors in a Group I Oc- cupancy shall open in direction of exit travel. Section 3318 (a). Doors from bedrooms and wards of Group I Occupancies and all exit openings where non- ambulatory patients are housed should have a minimum clear width of 44 inches. No pro-jections in this width are allowed. Section 3318 (b). Panic hardware is required on exit doors serving more than 50 occupants in Group I Occupan- cies unless there is no latch or lock. Section 3318 (f). FLOOR, ROOF CONSTRUCTION, COVERING, SKYLIGHTS, ROOF STRUCTURES 127. The space between wood floor construction and a suspended ceiling below should be divided into areas not exceeding 1000 square feet. ·Section 2517 (f). Attics of combustible material should be divided into areas not exceeding 3000 (9000) square. feet. Section 3205 (b). fie> M nl.- Roof drainage should be conducted under the public sidewalk. Section 3207 (e). Overflow drains having the same size as roof drains and on independent drain lines are re- quired. In lieu of this, overflow scuppers three. times the size of roof drains should be installed\ in parapet walls. Overflow system should have inlets located 2 inches above the low point~ of the roof. Section 3207 (c). S ~ 131. The aggregate area of penthouses an ot e roof structures cannot exceed 331/3 percent of the supporting roof area. Section 3601 (b). FIRE-EXTINGUISHING SYSTEM 132. An approved automatic fire-extinguishing system in the ............................................ is required. Section 3802 (b). This includes blind spaces enclosed wholly or partly by combustible con• struction. 133. Dry standpipes are required in buildings four or more stories in height. Section 3803. 134. Wet standpipes are required as specified in Sec· tion 3804. 135. Combination standpipes are required in build: ings exeeding 150 feet in height. Section 3805 (b). 136. Buildings six stories or more in height should be provided with not less than one standpipe dur- ing construction. Section 3806 (b). 137. Fire-extinguishing system plans should be sub- mitted to you to determine compliance with applicable building, plumbing, and fire codes. 138. 139. 140. 141. 142. 143. 144. 145. 146. 147. 148. 149. 150. 151. 152. 153. 154. 155. 156. Sheet No. 5 of 6 Sheets FIREPLACES AND CHIMNEYS Chimneys should comply with Sections 3703 and 3704. Fireplaces and barbecues should comply with Section 3707. FINISH WORK The interior wall and ceiling finishes should be specified and comply with Table No. 42-B and Section 4203. Gypsum wallboard (interior lath and plaster) cannot be installed on weather-exposed sur• faces. Sections 4705, 1711. See Section 424 for definition of weather exposed surface. Skylights should comply with Chapter 34. Plastic skylights are allowed only under the conditions specified in Section 5205. Glass and glazing should comply with Chapter 54. Type and thickness of glass should specified. be Glass and glazing subject to human should comply with Section 5406. impact STRUCTURAL Special inspection in conformance with Section 305 is required. Soil classification in conformance with Table No. 29-8 and ............................ pounds per square foot soil bearing value used in design should be specified on plans. Section 2905 (a). The foundation investigation report mentioned in plans was not included in data forwarded to us. It should be submitted for review. All masonry or concrete elements resisting seis- mic forces should qualify as reinforced ele• ments. Section 2312 (j) 28. Precast concrete wall panels are limited to an hit ratio of 36 (25). Section 2616 (c). Wood members may support loads from ma• sonry or concrete only under the conditions specified in Section 2516 (a). Structural calculations should be submitted to justify the adequacy of the structural system in resisting seismic and wind loads, and sup- porting dead and live loads. This includes foundations. Justifying calculations and details should be pro- vided for ............................................................ ······················································-········-·········· Roofs shall be designed for snow loads of ...................... pounds per square foot. Section 2305 (d). The roof should be designed for uplift wind pres· sures with due consideration for lateral support of compression flanges of flexural members. Floor load should consider a 20-pound per square foot partition load. Section 2304 (d). Marquees should be designed for a 60-pound per square foot live load. Table No. 23-A. , .. r 157. 158. 159. 160. 161. ,. Garages for the storage of private pleasure cars should be designed for a minimum 2000-pound wheel load. Sectio11 2304 (c). Live load reductions should comply with Sec• tion 2306. Glued-laminated lumber should be fabricated in accordance with Section 2511 (f). Allowable stress in glued-laminated members over 12 inches in depth should consider a depth reduction factor. Section 2511 (d) 6. Bolted connections exposed to the weather are limited to 75 percent of the allowable load under protected conditions. Where always wet, the allowable load shall be 67 percent of the allowable load under protected conditions. U.B.C. Standard No. 25·17. 162. Anchorage of concrete and masonry walls should comply with Section 2310. 163. Plywood grades should conform with Table No. 25-8. 164. Justification is required that sufficient slope or camber is available to assure adequate roof· r dr~inage after long tim.e deflections. In lieu of \ this, roofs must be designed for possible pond- ing of water. Section 2305 (f). 165. Details on stressing method and hardware along with justifying data are required on prestressed concrete work. This data should be submitted and approved prior to ordering of material. Note that all tendons should comply with Sec• tion 4303 (c) 3, for fire-resistive purposes. 166. Welding data or details for steel decking used as a diaphragm should be provided. Information should comply with a specific ICBO research recommendation or test data submitted in compliance with Section 106. Details should be provided on roof (floor) dia• phragm connections that indicate how the shears are transferred to vertical shear.resist•" Tr\g elements. Connecl:ions should be justified with structural calculations for compliance -tith allowable values. 168. Nailing for gypsum board (lath, sheathing board) used structurally on shear walls should be specified to comply with Table No. 47-1. 169. Shear walls utilizing gypsum board (lath, sheath- ing board) cannot be used to resist loads im- posed by masonry or concrete walls. Footnote 1, Table No. 47-1. 170. Railings should be designed to withstand a 20 (50) pound per foot horizontal force. Table No. 23·8. 171. Ceiling framing should be design(!d for total load of not less than 10 (20) pounds per square foot. Table No. 23-B. 172. Interior partitions should be Justified structurally for strength and deflection criteria specified in Section 2312 (b). 173. . ................................................... should comply with a specific ICBO research recommendation or justifying test data should be submitted in compliance with Section 106. 174. Plans should indicate that foundations extend below the frost line. 175. Provide complete specification in conformance with the design for ........................................... . Rechecked and Approved ........................................................................... (Sign Here) ............................................................................ . Chookod .&.&f ~••:: Date ............. 2: .... / .... '.3.~ .. 7.:R. ... ~~~ ~~,~~ ........ ------~.~ .. IIT rr .RA.fl~~ . ,.. /()~ II ... ADDENDUM TO COMMERCIAL PLAN CHECK SHEETS 1. Show electric ground as per City Code Section 18.12.240 Section 250-26(c) amended --Grounding Separately Derive d A 1 t er n a t in g -Curr e n t S y s t ems . S e c t ion. 2 5 0 -2 6 ( c ) i s amended by the addition of the following after the first sentence. "The primary grounding method shall be that which is refer- red to as the "Uffer Ground" consis ting of 20 feet or more of #4 reinforcing bar or larger placed 3 inches up from the bottom of the concrete footing ·and #4 or larger copper con- ductor wrapped a round the rebar to support the copper con- ductor. The conductor may be requi red to be larger than #4, depending on the conductor size per table 250-94. Aluminum conductor is prohibited." Water piping to be bonded to the grounded system. 2. Submit duly signed compliance certificate and California Energe design calculations. Q Show ALL hot water lines to be insulated. 4. · Automatic entry doors to be designed as "break-away" doors as per U.B.C. Standard #33-1. 5. Provide a profile detail of the entry door and ramps to comply with U.B.C. Sections 3303(h) and 3306. 6. Note on plans: A. Survey markers to be exposed. B. Job site to be identified with address. r ~~~~r ~ 1-;1-1-1 r INTERDEPARTMENTAL INFORMATION SHEET I NG IDEPARTMENT DAiAECEIVED ,'DING ADDRESS: S i:P 8 1978 I ~~ q(df,i PLANN£NG DEPARTMENT --I ZO 'NE ~ j(-~ LOT SIZE LOT WIDTH /).{,'Ji ----""--'--------~---------'-------- UNITS ALLOWED ~{~ UNITS PROVIDED __ N_/_~---------__ __._ _____ l _'r-Pt~ e,v.P1$( / PARK_ING PACES REQUIRED :) tic.A. PROVIDED _ __,/.....:;.)'--------- % CO VERAGB ALLOWED b(} ?o PROVIDED ~ J:::. _____ _;;.__..;.....c:. ___ _ ?~I o~ BUILDING HEIGHT ALLOWE D ~o PROVIDED " FRONT SETPACK :. --1n I ALLOWlD _ ~ • f"l/\' PROV I L r.v INTRUS LANDS<:; ... , .., & IRRIGATION \ ~ Af'ff,Nt:/;J ftl~.t.. 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"?..CiJX.I . ~ g11 µ c?C!I(__ -f,..s =-CS, 7 /. tJO £"!):J )( , 4-u', 7 4 =-z 7 C ~ p_d ~ 'UJ c.a:) )(/, '33 .:r/._rCZ, / ~,. /Z oc,;=--VZ I D FL.12-.-St!:JCJ (JJ4 t..L -/C :37 rT6 --~~O -2 7 ,47 / G CJO /.?c:.. -~S-78 ev t.U z:: /0 A// z:.. -z 7_ z. c aJ "'-x YB ~ 21 e 1 -¢. IL. z... '2. I 13 X / 2 /I 2.. (-!, . 8 ')'1·· -::=.. / 6 ,..0 8 r=-o/2 ,I-/' 4--~ ..-z..d-,P =-. -z. / it X :2..,~.::: , o OZ-I .j .....J-== • 8t65 ·7-/12.J-= ~--~ ~ -frn-~ ldrO...j)( ~-u,~z=. /Z) Q. --3 P r/ U ..= ff.. o._:;/, £5?(,P J; X , t?O Z/3 = 7 7 7 '2 P..I I (/, /6 // ~G P/7 = , 0 !!77 g 1111>L tJtl{ .)'}--_a,~"2.,4 -, CtJM, S..Lt::J , -· JO■~·----------------qHARLES H. RICE ,MA~aJ/2Y roF c;~ u/l)t:-L -£C/?Pcn.r. p -= 4 ~ "2.-¢ -= gcz::;> # ~µ' ?-/tV T8-J_.: Z:0 ·Cu ~ sx :,z ~ ..9£">( 0 .,t--)5'°t)t:) z::, 2/ 7c, .4 // M == ~2/ 70 (" 7tJJ 2 X~-=-,;j"·eoo 1-# -k' ...:=. 9t&:,8a::> '( /rL/ /'7.... ( "'-0) 2. z. !;-4-, -3. G -· #-? Ii' X J' lf<I. / 8 ;< J:,Z/ = l, C7 O tff -~ J ~ ., ?J 17__ 7 .z./12j c::. 4-, d-tJ -Pl},.; ~.,l{:.j't ._54-,3 =--'Zc/..3 P.t"I L'2..S'c> £ ::. S ·f, 3 /, oo ,!!I~ X , 8/ 77 z: 6CJOO, / PJ} rt}/2. Ct:JL... I p z::.. ?Ox e o;a z::. 4 0-2 ?-a~ e,o :=:::. 2 ox-/S.=:-soo #// M z:. · -Z t:JO r 2.t:J J t..X }& z 1Scf?tJ K, ~ /Jt>tJ XI Z:/;-z.. ('/t?J2-;:::::. IS' Joa No. __ -:3_7 _.S-__ _ 8H&ff~---- DAH .JAAJ, 70 ■y, _______ _ r~12. ,z -d _.£"" P ~ -2 X ,21 / 1-z__x IO -, ooS/ 7 ;0/J .::. / '2.CJ 7 J =-~ g 3-Z ..5 ,z/12.J c..... D~ ZJ..3 f' r?") 1£' x s, ~s z 7£ 4-.6 -f ..s 1..y, 83Z3 X . OC!i'l 7 .:=. fa, _ ctO:!C, ~//.LL ::z '280, :Z P .N · CHARLIES H. RICE . . . MA j: 0 1i112 y, A/z; z; ,-:ic::- JO■~-___ c:_~_1///-"--. _8_LO_. _______ _ Joe No. .3 7.L ■NUT C Of': ___ _ DATa_J-'--'4 ..... V....__ __ 7-.....,'-,!L---__ ■Y-------- 'ZZ))( 1 2-/ l'l-,::= ,Z.'t> [ PJ/ _J 2:. ,57 ,. ~ /...ra?X , 87z=. 2.t,. I /,'37 ~ /,33 /Z-✓1 ..!: ~ 13/L d:,.-1:l a Jo■~· _C..=o~tVJ----<-~-~'°-L~b~.--------- CHARLES H. RICE · 8TftUCTU,.AL 11:NOINKllft _,c=-c::>rz. TyP. WAL-L-( CXT. _)' /2.t:JOr--~ /t) F L/2. -e tJO W II t-L -I .C ..J 7 r/7P '2. O?) "Z 7---<f. 7 / ~a:Jt:J ~ /2t?c?r-l,,1.7:J FL/2., -Boo I,{/ ,1 t. l, -=-.s 7e,, FT~,.. -"'ZOC> ------"'----- 2 116 /' uOC:::O c:::.. , .3S I I NT, w A LL r~/2, -l u,CD vv4t-L 7 3 t, FTG, -zoo :ZS-:se::,/·0 00~ ..__ ~z:£2 1 Joa No. 87c -~UT~---- DATS __ J~A~U~, _:Z~~------ ■Y------....,..,....- ~HARLES H. RICE I • aTflUCTUfllAL 1:NCIIHl:UI I LAT,ETZ AL r ~ IZ-~ r J I "; 0 0;1(, /ZW JO■~•----------------JOii No. _g7...:} aHUT---7-oP. ___ _ DAT& .JAV, 7..:J ■v ______ _ -~-= .,/f!w (10Xs1 r-14-72.Jc.4/r;;""lt C.U ,u .:=:; / ~J(, I c;-=-,z '2 €:" It: h L-----~~ -~ I P, · z::. 4 I ~ X "4 C), S-t:::: / G f¾" I -:;,:. tr,= I tpeSI/ o~ =-"28 ( +I; tr,,= 1u-,es 1y/o = lb es 1::-1/ /\11 A-XI MA-\(., M Asa.)1Z.Y ~= kJ .. ( =" , I?" C' ( I.S-Y' (.p (J +-14-7 Z.) == 4 tJ I 'IF // Ww -= 'Z26 #/; ~ = 4t:1-I X --z. ~ = /I d. G~ ~-= 1!<1r:;.e,_ I ,9CJ.:z ld-3 CG'-/14e,.t::,/4t> .=. -z_fy r;,-Ji:/, .s,I-/P:-A/2 er..-2 BI V-. -I fL, ,! .S-'l:-/2 v'l ½IJ-= 1 7X /,33 x 1 'L.1X IJ-= 2 1 7 1 #ll> 1t; .. 13r W...s z::: ,/8~ ('/t:::>X bt'P +; 828) = .3/d-#/ 1 0 IV -ISX, ..9 ;::_ /.3S #// P,t. = EI t£ :X ,z o :::= -, '2 T ..;l ~ V'4, -c;z7'2)Jcfe-z: /:3( #/I tr;{. I .;::. c;,,z 7=1/ 48 =. J .3 / ..#/, . CHARLES H. RICE ,., ,,,I'll B ,•r,-Jo■~· ___ '-<--' __ • ___ ....,..,, ________ _ fl-:=.-6,Z.7~ #= LJ;r-==-/ 3 I I o:;;-a z 7o/-=iS":z-;7..5#-/1 Joa No._:3___,_7-_'S ___ _ ■MUT___&__or. ____ _ DAT& -JIJI..J. 73 .y _______ _ G,R,, Cvs-::= ,/$~ (" /?JXcJ.0--1-.FZ-tf!)..::= --zz._8J:r¼ W w ';!':. /3C rt-/, -t;.:=.'z 7/!;.J< -z. 4-,C -+;"{;" gr;, /I ~ z:: ttt:-..3 Vc,1 =-oC 8~/ 3 5 -z-/ 4-.,3 #/; , TRI CITY ENGINEERS A CALIFORNIA CORPORATION 335 OLIVE AVENUE• VISTA, CALIFORNIA 92083 (714) 758-2220 Mr. Victor Moreno 2541 State St. Carlsbad, CA 92008 December 2 2, WP-1449 Subject: Report of Soil Investigation for future two story block building located at 2621 Roosevelt St, Carls bad. Dear Mr. Moreno; In accordance with your request our firm has pertormed a soil investigation of the subject parcel located on Roosevelt St, in the City of Carlsbad. A brief l egal description of the property is APN 203-101-23. The proposed building site is a rectangular shaped lot with 124 feet fronting on Roosevelt Street. The lot is 157 f t . deep running pe rpendicular to Roosevelt Street. The surface profile is essentially level. Paved highways, singl e and t wo story homes and apartments surround the vacant lot. The soil investigation was undertaken to determine the expansive characteristics and supporting capacities of t he soils and to provide information for site preparation and foundation design. A review of availabl e literature concerning the soil conditions in the vicinity of the site indicate a general soil profile consisting of excessively drained, very deep loamy coarse san d s derived from weakly consolidated to non coherent ferruginous eolian sand. These sands are of ma~~~vet s~~u~t~re~~Nery fr1 able non sticky, non plastic with smooth boundary. It is our understanding tha t a fairly rigid, lightly loaded concrete block type structure is planned for the site. The soil investigation consisted of advancing several boring , excavations on the site in order to visually classify the under- lying bearing soils. Their approximate locations are shown on the attached sketch and their logs are contained in this r eport. ' ., . Victor More no WP-1449 Dec. 22, 197 8 Page 2 FI ELD TESTS , \ ·- Penetration t ests were made at repre s e ntative locations to de termine an allowable bearing value for the existing bearing soils . The values for allowable bearing pressures we re obtained using a representative blow count obtained during the penetration tests, c orrelated with a description of the bearing soils. BORI NG INTERPRETATION In general the soil profil e shows 12 11 -2411 of loose loamy sand (topsoil) over a dense non-expansive friable medium sand. Small amounts of uncompacted fill soils we re found in t he South- e ast corner of the property. These soils ar e 1211 -3611 in depth. LABORATORY TEST S A moisture-density curve prepared in accordance with ASTM D1557- 70 for the bearing soils in contact with the proposed foundation provi ded the following r e sults: SOIL TY PE Dark Brown SAND OPTIMUM MOISTURE MAX.DRY DENSITY 8.5% 130.0 lbs/cu .ft. The bearing soils at th e site were determined to be non-expansive. SUMMARY OF FINDINGS AND RECOMMENDATIONS The following Summarized Findings and Recommendations are based on the analysis of all the data and information o btained from oavl soil investigation conducted on this site. This includes our visual inspections of the s ite ; field investigations in- cluding the boring excavations advanced t hroughout this site ; 1. The soils were found to be relatively uniform over the s ite . The surface soils we r e loose topsoils to a depth of approximately on e and one-half feet (1 1/2' ). This top soil is under lain with deep de ns e marine sands. l D Victor Mroeno WP-1449 Dec. 22, 1978 Page 3 JAN 5 ,J 1979 CITY OF C" LSBAD r ,, . ,J .tment SUMMARY OF FINDINGS AND RECOMMENDATIONS CONTINUE D ........ . 2. We recommend th e surficial topsoils and any loose fill soils be compacted to 90 % ASTM 1557-70.to receive fill or s hallow foundations. 3. All bearin g s o ils encountered are non-expansive. 4. No ground water was encountered and it is not expected to be a factor in the development of the site. 5. The recommended value of allowable bearing pressure for spread foundation in the natural occ~ring dense marine sands or compacted top soil is three (3) tons/ft . For footings small er than three feet (3') in least lateral dimension the allowable bearing pre ss ure should be one third (1/3) of the recommen ded bearing pressure multiplied by the l east lateral dimension. In accordance with the a bove findin gs the following r ecomme ndations are mad e. 1. Building foundations should be founded not less than 12" below finished exterior grade for single story structures and 18" be low finis hed exterior grade for two story structures. Footings should be a minimum of 12" wide. Adequate measures should be undertaken to properly fin1s h grade e ach building pad after the structures and other improvements are in place, such that the drainage wate~ from the improved site and the adjacent properties are dlrected away from the foundations, footings and floor slabs v ia surface swales and/or suo a~ ce~arains towards the lower level of the site or to the natural drainage direction for this area. Proper drainage will insure that no waters will seek the ~evel of the bearing soils under foun dations, footings and floor slabs which could re s ult in undermining and differential settlement or uplift to the structures and other i mprovements. LIMITATIO NS The conclusions and recommen dations made in this report are based on the a s sumption that soil conditions do not vary appreciably from those disclosed in the test borings. If variations are en- countered during construction, we s houl d be notifi ed so that we can make supplementary r e commendations if this s hould be req uired . If the re are any questions or probl ems rega rding t he a bov e , pl ea se f ee l free to consult with us in t he f uture. We appreciate this opportunity to be of service to you. 'i?cr--}M~ Ron al d L. Ho fioway RCE#29271 Clo 0 Q l'\l er 0 ~ • 2 V .J w ( a! w u ot O +-W 1: J. {l ~ ~ ~ ~ () 0 IA +---' \.l t <!. . -~ '-7 N \J M N 0 M 0 N 2 ~ +-'-I) 0 -' _.,,__, 3 1'3 s 00'8 a:.L 9 N.t+~ s !'~ =--------z~ k. ' ' ,... ' ' ' ' ' "'' ' ,... ' ' ' '' _..,, N ' M -I ro + '/ +,,,.?I . ,. \D "> 2 J. u.. w :J w '--., tJ I ,, +-.J ... o l \.I +--~ \11 t ~ :;, ,, t L. .. "'r--------------------------------------,- 0 I - 2. - '3· r 4 l i 3:: z 0 ~ ~o c:, u LO G OF BORING Bor-:NG r--.o ___ I...._4-__,,3~-----l EL E11 Ar :o~ 1 _____________ _ I SAM ?Ltr~G IAE.f HCO }:::> R ,v c _B'_1.:; l , .. \Ar '- ,, -· -' ~ ~ ! .,, ._J I I I 1 sn --/11 f I I I I I I I ( I I ' : / I' I / ' i I I ' -· ~ 7. 6 l I I /a::>.~ 77. ~ ! I I ! I I -------,_ -----I -\ E.:i TTol "\ c"I r 7 I i I I I I I -I I ! - I I I i ' I ' I I I I -! : I I ! I I I ; -I I I I I I i I I I I I i ! ! I I I I I I I I I -I I I I I I i -I I I I I I I I I I i ! I I Dore: I 2 -Z. I -7 8 I z~z 1 R OC> s E.'\J E l.."t :;, : Jo o No 1+4-C, - By: l::>. J-1 . I __ C A.R..L s~ A.D _ .c..AL . \ :'lb re t ~ I TRI CITY ENGINEERS I I . . . ~r l ~ . I ~ I .., "' ~ z ... .., J: = :.. = ~ ~ 0::, C: =: . ·( ::, ... 0 0 .II z ., u I I I 12./n: I -fu '2 -11 / F~ ~ :J 2"// r-I . I 4 I .. 20/1-" I ' s- (,. -I I ! I ~ 7 8 • C, --- Doie: I 2-2 I -7 & By: --r::>, L OG O F BORI NG BOP.11\JG t'IQ __ ~------- ElcVATl(',N ___________ _ SAMPL:1-JG ME.THO G _-1.;;>~!;;:_-~.Lu.lr,., c R., ------------------ r;; ... ·....--+ " '\ F 1-1 -Lc--....__,,,~ ,._., (t i ,/ ('.') " .... 2 '-2 I R o o s. ~'-l E L t" ~1a:..L S l3A.D __ C. it>sL : f . TRI CITY ENGINEERS / I I I I I I I i I Jco No I •· ~ - ,_ I .,, ;; ~ z > ~ -~ ► = < ::.. C. ~ 0 ~ ~ r:· DR. JOHN A. SLAWSON CHIROPRACTOR 2621 Roosevelt Street. Suite 100 Carlsbad. California 92008 ( 619) 729-4448 February 25, 1983 I , David W. Reedy , lessor and landlord to • I John A. Slawson, D.C. at the Roosevelt Buil- ding, 2621 Roosevelt Str eet , Suite 100, Carls-• bad , Cal. 92008 do declare that all leasehold improvements to Suite 100, including parti t io- ning, ducting and e l ectric work have been done with my consent , approval and permissi on in a~cordance with his lease. Landlord and Lessor. 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 May 16, 1980 Victor Moreno 1005A Elm Avenue Carlsbad, CA 92008 <ttitp of <ttarl.sbab SUBJECT : ALLOCATION NO. X-6 (1.1 EDUs) TELEPHONE. (714) 438-5621 ENr,1; :ft td ,t, 438 -~)· 41 Your request for additional sewer allocation from the Second Phase Sewer Allocation Program was approved by the Carlsbad City Council on May 6, 1980 , by Agenda Bill No. 6241 . If your project requires a discretionary p ermit (i .e ., tentative tract map, p l anned unit development, condominium permit , variance , conditional use permit , etc .), application for such permit shall be fil ed on or before 4 P.M., Monday , July 14, 1980. Applicant is required to d iligentl y pursue his permit to a final decision. Please note that Coastal Permits are not City discretionary p e rmits as referred to in the Second r~~se se~er Allocation. Application for Building Permitl•must be filed on or before 4 P .M., Monday June 20, 1980, for those projects not requiring discretion- ary permits ; or within sixty days after final Cit y action on the discretionary permit. The applicant is required to diligently pursue his permits to a final decision and to comply with othe r time frames specified for the allocation system. If I can be of assistance, please contact me . For the City Engineer: /"1 ,,,,.,,,., / ~ I ~,:,._~_ /;.r~--- J eph N. Egglesto A ministrative Assistant II JNE :mmt C : City Planning Department City Building Department City Engineering Department City Clerk 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 April 10, 1980 etitp of erarl.~bab Mr. Victor Moreno 2621 Roosevelt Street Carlsbad California (92008) Re: 2621 Roosevelt, Carlsbad, Calif. This letter is to certify that Item #2 of letter dated December 10, 1979, concurs with the dis- cussion of Mr. Richard Osburn and Mr. Pete Cahn as to deletion of glass clerestory and adding reinforcing steel accordingly. Reengineered waived by Richard S. Osburn. TELEPHONE: (714) 438-5821 Victor Moreno 1005 A Elm St. Carlsbad, California 92008 flfa, April 17, 1980 RE: New Construction at 2621 Roosevelt, Carlsbad, California 92008 TO: Mayor & Council Membe rs City Hall 1200 Elm St. Carlsbad, Caljf?rnia 92008 Dear Mayor Packard & Council Members, At the request of Mr. Ray Green, ~cting Building Director, City of Carlsbad, I am writing you to r equest an additional 1.1 E.D.U.s of sewage capacity of my and the communitys ne w building at 2621 Roosevelt, Carlsbad, California. Thank you for your p ast help and curre nt consideration. Sincerely, _7 . C .-··-< -/?✓ .· ·.~ .. (j~·./··· l >~l07 (, '-.,· J ~ ::V I.,,-,./ Victor Moreno / Artistic Director North County Ballet Academy VM:dc cc: Ray Green Acting Building Director City of Carl sbad, CA RECEIVED APR 1 7 1980 CITY OF CARLS BAD Cuilding Departmen t MF.MORAND UM ·ro: Ron Beckman April 15, 1980 FROM : Building Department SUBJECT : DANCE STUDI0-2621 Roosevelt Street Plans were submitted 9/8/78 for plan check by Mr . Winfield , who, at t h at time was not a licensed designer . Mr. Winfield was relieved of any job supervision during the con- struction phase . Mr . Rice , who designed the plans structurally , h ad his licenses revoked during the construction phase . The owners h ave been advised that an as-built set of plans dully signed would· be required before final occupancy would be granted. •rhe first plan subrni tted was voided and a new design submitted. The project only had EDU 'S for 4000 square feet . The Building Department allowed the shell of the second floor to be built, but t h e interior completion and the stairs were to be f u ture Phase II as shown on the plans . The owners com2leted the interior of the second floor and -installed the stairs i gnoring the approved set of plans. · The Owners were advised to apbl y for I.I EDU 'S for the 2000 square feet of second story area . Without the required Sewer Permit , the ·Bu ilding Department has no a u thority to permit occupancy of that area. (%~ ATTACHMENTS: 1. Letter from Mr. Winfield. 2 . Letter from Mr . Rice. 3. Correction notice dated April 10 , 1980 . 4. Portion of sheet 5 of building p l ans CHARLES H . RICE CONSULTING ENGINEER 800 GRANO AVENUE ecARLSBAO, CALIFORNIA 92008. (714) 729-2667 December 6 , 1979 Mr . Ray Greene Building Department City of Carlsbad 1200 El m Avenue Carlsbad , CA . 92008 Dear Mr. Gr eene : R .. CE ~D C nEC 7 1979 CARLSBAD 1" 11artment I hereby revoke all design, structural, and professional liability as engin~er of record of the North County Ballet School, located at 2621 Roos evelt Street, Carlsbad, Cal iforni a (Plan Check 78-143). Substantial ch anges by o ne of t h e owners , without amendment to t he permit documents , has affected exteri or elevations, roof trusses, Title 24 calculations , coastal permit (F-7389), a nd zoning approvals (CUP -155). Sincerel y , ~#~ Charles H. Rice Consulting Engineer CHR:vl December 3, 1979 Building Official Building Department City Of Carlsbad 1200 Elm Avenue Carlsbad, CA. 92008 To Whom It May Concern: I hereby revoke all design, structural, and professional liability as architect of record of the North County Ballet School, located at 2621 Roosevelt St., Carlsbad, California (Plan Check 78-143). Substantial changes by one of the owners, without ammendment to the permit documents, has affected exterior elevations, roof trusses, Title 24 calculations, coastal permit (F-7389), and zoning approvals (CUP-155). Sincerely, J. Michael Winfield A.I.A. Calif. Architect C-10569 cc: Ca. Coastal Commission C.H. Rice R C IV DE~6 1979 CITY OF CARLSBAD Cuilding Department