Loading...
HomeMy WebLinkAbout2320 HOSP WAY; REC BLDG; 73-1575; PermitE 4 1 - BUILDING PERMIT APPLICATION Permit No 73-ic j— City of CARLSBAD, CALIFORNIA 92008 Z' Applicant tocomjiIete numbered spaces only. Phone 729-1181 JOB ADDRESS - 1~2,0 /-/,pp i4'iIV .. . . . -' .Z L al LEGAL 1 DESCR. LOT NO. RLK TRACT " r (JSEE ATTACHED SHEET) 0 0 Rorti Center Qrcvo rtcnts, CarIDd ?'aet 7242 rn OWNER - . MAIL ADDRESS ZIP pPHONE -i 2 Grave M taentw 1tt co. P.O. !155 ritindt, Ca. 147MA - 7?QU r. CONTRACTOR . MAIL ADDRESS PHONE - LICENSE NO. 3n, Cc*tatructi Co4,, P.O. B= 11551 Car1b4, Co. 729.11 143M '.'., ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. 4 errwrn/Diiro10 })zca&iay. AlA. 1503. Vintat,Ca, 726Q12A5 ENGINEER ,- MAIL ADDRESS PHONE LICENSE NO. Rat L. lagtri,, &wlneoro. Xn. hi }11e A1. &ctmdifo, Ca. 715.3222 . LENDER . MAIL ADDRESS. BRANCH . . OF USE BUILDING Shor 7ecilitt ;2t.parfttM SW 10 8 . Class of work: (Wfl ADDITION 0 ALTERATION El REPAIR El MOVE El REMOVE 9 Describe work: - . 10 Change of use from . . Change of useto. .00 11 Valuation of work: $' PLAN CHECK FEE FEE SPECIAL CONDITIONS: Type of / Coost. "T/ I177 Occupancy . Group. Division - * Size of Bldg. . (Total) Sq. Ft. 27(() No. of Stories /,, Max. 0cc. Load Fire Zone .._2.i Use , . Zone Fire Sprinklers Required Elves £IN ' APPLICAT.ION ACCEPTED BY: PLANS CHECKED BY: APPROVED FOR ISSUANCE BY: It AF / / No. of OFFSTREET PARKING $PACES: /t/2 7/ fl Dwelling ing Units Covered Uncovered NOTICE Special Approvals — Required Received Not lequired ZONING SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB. ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- HEALTH DEPT FIRE DEPT. TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF SOIL REPORT CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- OTHER (Specify) MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATEOR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMNCEOF CONSTRUCTION. SIGNAIURE'OFCONTRACTOR OR AUTHORIZED AGENT (DATE) .,* SIGNATURE _OF_ OWNER _(IF _OWNER _BUILDER) - (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMITVALIDATION CK M.O. . CASH ................................- .---..-.. -.-- - IN SPECTOR - V V •- - - -' INSPECTION RECORD V V DATE REMARKS INSPECTOR FOUNDATIONS: V SETBACK V _______ / ____________ - V TRENCH REINFORCING WEATHER PROOFING FOUNDATION WALL& CONCRETE SLAB FRAMING - - •V V V V INT. LATHING OR DRYWALL V - EXT. LATHING MASONRY V V V FINAL,— - I USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. V12_28_73. Footings on Rec. Building qnA La undry Bui l ding ILK. T Mate 4-16-74'Fireplace Chimney: -All O.K.-to cover. 'T'. Mata V 4-16-74 Vent shaft all;O.K. goes to outside onestory type L vent. T. Mata 4_18_74V: Drywall: All O.K. T. Mata - - V - V V _V .. - -. - .. -.. 2t 9 PLUMBING PERMIT APPLICATION Permit No 73 3'27 City of CARLSBAD, CALIFORNIA Applicant to complete numbered spices only. •, - - '- . ':. JOB ADDR ESS . - . .- . 232O.iospway L .ES.7 LOT NO. . .,., BLK . I TRACT I Car1eba6 7212a ATTACHED SHEET) ,, o in OWNER .' MAIL ADDRESS ZIP PHONE 2.Grové Apartment Iv., Sec.Pac.plaza. 1200 3rd. St. Sara Diego, Ca. (fl CONTRACTOR . - MAIL ADDRESS PHONE LICENSE NO. 3 Safeway. P1mb.&Htn., Inc. 1912 W. Mission. Escondido, Ca. #142934 ARCHITECT OR DESIGNER - MAIL ADDRESS - 4 . PHONE LICENSE NO. ENGINEER — - .. MAIL ADDRESS PHONE LICENSE NO. LENDER -, • .. MAIL ADDRESS 6 . 1. .. . BRANCH . USE OF BUILDING - Recreation .. . 8' Class of work: 3M NEW . 0 ADDITION 0 ALTERATION 0 REPAIR — 9 Describe work:. sewer connoction . - . PERMIT FEES No. Type of Fixture orItem Fee, SPECIAL CONDITIONS: . WATER CLOSET (TOILET) $ BATHTUB - . ' LAVATORY (WASH BASIN) - . SHOWER . • KITCHEN SINK & DISP. DISHWASHER - APPLICATION ACCEPTED BY: -7 :- - PLANS CHECKED BY: - APPROVED FOR ISSUANCE BY: . . LAUNDRY TRAY CLOTHES WASHER WATER HEATER . I.. / . NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD 'OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONSOF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OW CONTRACTOR OR AUTHORIZED AGENT (DATE) URINAL - DRINKING FOUNTAIN — OR DRAIN FLOOR—SINK L . - — - — SLOP SINK - - GAS SYSTEMS: NO. OUTLETS WATER PIPING & TREATING EQUIP. - - • WASTE INTERCEPTOR - — - VACUUM BREAKERS __,_. LAWN SPRINKLER SYSTEM . — — - SEWER CESSPOOL SEPTIC TANK & PIT - - PERMIT $ ,3 ';-:o - TOTAL FEE $ 5 SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) - WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS-IS YOURPERMIT . PLAN CHECK VALIDATION CK. M.O. - CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR S.. INSPECTION REPORTS DATE ITEM -. REMARKS. - . -.INSPECTOR -4, - -S - USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. .-•- S . - _•5 -. S - - S •, - : - . "S - 5- •5•_S - --I --.- -4 -..- - S. •• S • - - ' S." - ' BUILDING PERMIT APPLIC&TION. - City of CARLSBAD, CALIFORNIA 92OO8 Applicant to complete numbered spaces only. Phone 729-1181 Permit No.- .JOB ADDRESS 220 1IC*P V C*rlabd, Cott . ASSESSOR'S PARCEL NUMBER LOT NO, Pazc*1A . BLI( TRACT . G'v Apt III nt IESEE ATTACHED SHEET) BOOK PAGE PAR. OWNER MAIL ADDRESS ZIP PHONE 2 rowe Apattt, estm. Co, P.O. D= 11.55 CIU'labad 9O* 729i79U CONTRACTOR . MAIL ADDRESS PHONE LICENSE NO. STATE CITY Kamm Ccmdr'ucti Co., P. 0, 9= U55t Carlsbad 729493.1 143*51 Ca, Carl.eb. ARCHITECT OR DESIGNER MAIL ADDRESS Pgur,on mzo1aao L As. 360 'oay, PHONE fiats, Ca. ?364245 LICENSE NO. ENGINEER MAIL ADDRESS R(7 1.. Man Eg.ncer 1r3c, 433. We Ave., *aci4o, PHONE 745.222 LICENSE NO. COMPENSATION INS. CARRIER MAIL ADDRESS 6 BRANCH USE OF BUILDING Tecr,at$ Cter 8 Class of work: EINEW El ADDITION El ALTERATION El REPAIR El MOVE El REMOVE 9 Describe work: o to V X 301 ?' City of COTIAbod 9tazMrd OtoVX12 10 Change of use from Change of use to 11 Valuation of work: $ PLAN CHECK FEE $ PERMIT FEE $ SPECIAL CONDITIONS: Type of Const. Occupancy Group MICRO FILM FEE Size of Bldg. (Total) Sq. Ft. No. of Stories Max. 0Cc. Load Fire Zone Use Zone Fire Sprinklers Required Elves ElNo APPLICATION ACCEPTED BY. DATE PLANSCUECKEOBY APPR9qg1D N ISSU/NCE / DAT f 'No.of Dwelling Units - OFFSTREET PARKING SPACES: No. No Covered Sq. Ft. NOTICE / SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 1200AYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. - I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED 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 PERFORMNCE..OF-.00NSTRUCTION. Special Approvals Required Received Not Required PLANNING DEPT. HEALTH DEPT FIRE DEPT. SOIL REPORT OTHER (Specify) ENGINEERING DEPT ' WATER DEPT. SIGATURE OF N CONTRAGTOR OR AUTHORIZED AGENT ) SIGNATURE _OF_ OWNER _(IF _OWNER _BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR -. .- -.-, -as •,.___,. - -. ,..- - - - INSPECTION RECORD DATE . . REMARKS • INSPECTOR FOUNDATIONS:' . SETBACK__- . . TRENCH REINFORCING -FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING - - INT. LATHING OR DRYWALL EXT. LATHING MASONRY USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC.. - 4 S_S ' JOB ADDRESS . WO 232O Way.z . Q L 0 UI m. - I DESCR. LEGAL, i LOT NO. , V - i BLK I I TRACT '' cJSEE ATTACHED SHEET) Carlsbad 7242A. 0 0 OWNER - MAIL ADDRESS 'Grove Apartment mv., Sec .'Pac .P1aa 1200 - ZIP PHONE 3rd. St, San Dieith. (•3jf In In CONTRACTOR . .. MAIL ADDRESS 3 Safewv1m1tnp.,Tni.. 1O1 W. Miñfl PHONE LICENSE NO. (3 L2OL& ARCHITECT OR DESIGNER MAIL ADDRESS 4 PHONE rICENSE k 0 ENGINEER - MA'IL ADDRESS 5 . . - . PHONE LICENSE NO. . - LENDER • MAIL ADDRESS 6, 0 BRANCH USE OF BUILDING Recreation 8 Class of work: YIXNEW D ADDITION 0 ALTERATION ............................... 0 REPAIR 9 Describe work: Plumbing . - . PERMIT FEES • No., Type of Fixture or Item . - Fee -, SPECIAL CONDITIONS:t WATER CLOSET (TOILET) - BATHTUB LAVATORY (WASH BASIN) I -S S - _ SHOWER - .- • _j_ KITCHEN SINK & DISP. I . S DISHWASHER - APPLICATION ACCEPTED BY: PLANS CHECKED BY: - APPROVED FOR ISSUANCE BY:LAUNDRY L. . TRAY CLOTHES WASHER j WATER HEATER NOTICE . THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM. MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED -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 CONSTRUCTION. 7 /3 LAWN SPRINKLER SYSTEMofor URINAL J DRINKING FOUNTAIN _ .._.L FLOOR—SINK OR DRAIN ... . _ SLOP SINK . GAS SYSTEMS: NO. OUTLETS . . - - WATER PIPING & TREATING EQUIP. . - WASTE INTERCEPTOR - VACUUM BREAKERS - - - SEWER CESSPOOL • . - SEPTIC TANK & PIT S '• SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) PERMIT .$ _' <J . TOTAL FEE. $ SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) t.. r .'I.. • fl.4. .,, - .- 7 :. - -' S - r .fti• €'• '.' PLUMBING PERMIT APPLICATION Permit No 73—_29/I- City of CARLSBAD, CALIFORNIA ' Applicant to complete umbered spaces only. : WHEN PROPERLY VALIDATED (IN THIS SPACE) .THIS IS YOUR PERMIT : PLAN CHECK VALIDATION ci. M.O. CASH PERMIT VALIDATION CK. M.O. CASH • . S S S . S S • V • - .- - ' - . - -. • - _ -- -- INSPECTOR -- :- INSPECTION REPORTS '4 DATE ITEM REMARKS INSPECTOR 12-19-73 TJndergrnd Plbg Good1 nailing, no shiners, .hat there was they were taken care pfJ T Mata .-4-74 Gas Test. All -O.K. T. Mata - -, - -- .- ' USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. - -. I - a I - - -- - 'I - I - - $ - - - / K - ELECTRICAL PERMIT APPLICATION .0 ID Permit No ________ City of CARLSBAD, CALIFORNIA 92008 Applicant to complete-nunbered spaces only. Phone 729-1181 to p- ; JOB ADDR ESS it LEGAL LOT NO. II'k7 TRACT J "1E ATT SH7 OWNER MAIL ADDRESS ZIP -. PH'OHE 2 J, -j'- ,' _iP eONYRA'fOR MAIL ADDRESS PHONE LICENSE NO. - Lt'i i(.;-/J:t..' .. ARCHITECT OR SIGNER MAI'L ADREC-' I /' PHONE LICENSE NO. 4. .'' • ENGINEER MAIL ADDRESS PHONE LICENSE NO. --•- -; .• LENDER MAIL ADDRESS . - -. BRANCH 6 -- USE OF BUILDING - - - A ... - 7 8. Class of work: -NEW DADDITION 0 ALTERATION 0 REPAIR - 9 Describe work:--- ' (_ — - PERMIT FEES ISSUANCE OF EACH PERMIT No. Each Fee SPECIAL-CONDITIONS: NEW CONSTRUCTION, FOR EACH - AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER / APPLICATION ACCEPTED BY PLANSCHECKEDBY: - APPROVED FOR ISSUANCE BY: NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE, - . NOTICE IN MAIN SERVICE, SWITCH, FUSE THIS PERMITBECOMES NULL AND VOID IF WORK OR CONSTRUC- OR BREAKER TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF -4 - CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A - PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- REMODEL, ALTERATION, NO CHANGE MENCED.' IN SERVICE, FOR EA. AMPERE OF I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS INCREASE APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF-WORK-WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO -GIVE AUTHORITY TO VIOLATE OR CANCEL THE TEMP. SERVICE UP TO AND INCLUD- PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING INC 200 AMP. CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. - TEMP. SERVICE OVER 200 AMP. . --.-. PER 100 S SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) - - MINIMUM PERMIT FEE SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) - WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT ' PLAN CHECK VALIDATION CK. - M.O. CASH PERMIT VALIDATION CK. M.O. CASH - - - - - -- - - - - - - - - - INSPECTOR T - S APPLICATION FOR PERMIT TO CONNECT TO)CITY SEWERF. SYSTEM ENGINEERING DEPAThTMENT CITY OF CAk~LSBAD E 1269 BUILDING DEPT 729-1181 EXT 35 2j ISSUED BY FOR APPLICANT TO FILL IN . . - DATE ISSUED BUILDIN ADDRESS J(j 6)dE 4(tt?r VALIDATION OWNER . MAILING ADDRESS LATERAL CHARGE COMPUTATION STANDARD 4 (Max H 30 V 10)_' OVER 3OH.-@L-FT. CONTRACTOR CONTRACTOR'S - . . OVER 10' V. _____ _____ FT. ' S S ADDRESS . STANDARD 6" (Max. H. 30', V. 101 5 S OVER 30' H.-@_ FT. OVER 10'.V. _____ ______ FT. TOTAL CONSTRUCTION COST . S NEWBUILDING V I_ EXISTING BUILDING LEGAL DESCRIPTION S 1C. SERVICE CHARGE (REPAVING ETC.)_________________ 5 8 __.• TOTAL LATERAL CHARGE RE ARKS: S ' LINECOSTDATA S ASSESSMENT DIST. NO. FRONTAGE _______COST PER FT.— TOTAL OTHER LATERAL LOCATION . CONNECTIONFEE j , I NO. UNITS COST f PUMP STATION FEES NO. UNITS -COST PER UNIT _TOTAL' ' ST. S TOTAL CHARGES (LATERAL ETC.) LATERAL NO. _____________ INSTALLATION DATE .5 ..5 5 ._______ S S I ./. H' '.•' - -I ... it rLNCHECK LIST I 1970 UNIFORM tI-D BUM-D-2,31 CODE / I Owner ce, Plan Check o. / City Project -1--e •-.-• State -7 ., Address Architect - AJ Type of Cstruc.tion Engineer . 0upncy Classification Total fllcwabie Flor- Area S. Ft. Fire Zon Basis for Increase -, - Floor Area 0eupantLoad . Valuation- 1970Urj.forin Building Cede Plan Checker Seismic Zone No. .: .. #L1, GE! EL_CQM7-?1TS: Iianicapped Facilities required (see attacriea sheet) Health Department approval required.4' *6 * In the:abse.noe of uses specified on fleer plans for- all areas, the necupant load- - - has been based on one y.tr square feet for- the unidentified areas. The validity of this should be fired to your satIsfaction. rqu I r letter or number (for addresses ). -. Sô-€. _______________ ?_ Orou-nd elevation-s should be shown at corner's of the building and at Changes in - ground slope. The ground elevations, should be taken at the lwest point between - the exterior wall and- a paint 5 feet c-at or at the property line, if closer. - Where the exterior wall is parallel to and within 5 feet of a public sidewalk, - - - alley, or other pub11c way, the greund elsvations should be the elevation of the public way. The number of stories In this buildIng cannot be determined until this data is farni.hed. - - The basement (cellar) is considered the first story.. Sac "story in Section 120. The uiJ.dIng area iñclues Ynnezzanines and balconies, except-for private balconies - - or portions thereof projecting beyond the adjacent exterior wall line. - - . - • : The total--floor area Is linIte to - - - -trs feet Including - increa-3es or rc -t ter I al. T7'-a No. 3, percent for - • -- -foot-yardo, G0 percent f-cr ultTry - condItio an for sprinklers. -Sections 505 and 506. - Unobstructed yard.s of test shuld be mintained on - - sides of the building i-or area purpos-es Section 506.: - -_- :--hour area separation walls chauld comply with Sectien 505 (c). (a) Extend vertically fron the tion to-a Point 30 inches above the roof except uder the rz.11owing c?ndition-s: If the roof Is of at least twhur Lire-resistive construction. If for a two-hour area separation wall, the roof for 5 feet on - • each side of the wall is of one-hour fire-resistive construction. - - (b) Total width of all openings limited to 25 percent of th wall length - in the story under consideration. - (c) -- All openings protected with fire asscmblieEi having a tire-resistive rating of-one-and--one-half (three) hours. - (d) Ducts through area separation walls should be avoided. If allowed, - - r1rc.dapars on each side or the wall are required. -Section 43.704, U.B.C. Standard-5. - - -. Area separations need -not ext- to the outer-edges of horizontal projecting - - - elements such as -balconies (reef overhangs) (canopies) (arquees) (-r hi- - tectural projections) if the e,-tor1r wall at the termination of the sepa- ration wall and the pr jeting elenent-s above are of not less than. one-hour firercsistivo construction fox- a width equal to the depth of the proJecting - - elements wit} openings In this width protected with three-fourths-hour fire- resistive asse-mblies. Section 505 (c)-2. - - - 1 -. - •- - - j -\ Area separation walls at points of a building having different heights- r?' may extend only 30 inches above the lower, roof'level provided the exterior wall above is of one-hour fire- esistive 'construction to a / height of 10 feet above the lever rSofw1'th'opcxir4gsprotected with. three-fourths-hour fire-resistive!aemblies may'.terminate at the lower .ro,ot,prov.Ided the' roof is"ofatl.east;..one- hour f ire- resistive 'cons tructen'wi4 hout, 'opening toL,a width of,l0 feet-measured from the wall. Section'505(0-.' A --hour fire-resistive occvpâncy ,separat.io',I conformaice with'. ' Table No. 57B and Section -503 Is retuirodbetween the 'following: Horizontal occupancy separatins should be supported. with a structural system having-equivalent fire.-resistive protection." Sctioi 503 (b). Veit1cal occupancy separations shc1d iténdthreugh underflooi'and.attIc areas, including areas where fire-reIstive.'ceilIngs are specified., The building is limited to stories ( feet in - height) as a Type - structure. Section 507 and Table No. 5-fl.- , TYPE OF CONSTRUCTION -,Mezzanines should coup1ywIth'thedefiñition -set fóthifl Section 414.' (a) 'The floor area cannot exceed-one-third the floor area ofthe room in.-, - which it is located. The policy of the term "total floor area In that room is as follows: . l),The mezzanine must be open to the area below except 'for handMll&.' 2) - No ro.ons directly biy the mezzanine floor are al-lowed'except . for bathrooms, ent 7res and closets. .Kitchens havIng.'each common wall at least. 50,percnt: open .to the,areaarealloJed. (b) The clear height above and 'below shal1.be at least 7, feet. '• ' ' ' Roof coverings should he flre.retardant. Section 1602..(b), 1603. (a) or'1704. , _______ Detail's or specifications comolying with Section 3203 (e) are required. Fixed partitions should conform with Section 1705 (a). Details 'are required.-' V ' _______ Folding partitions should comply with Section 1705 (b). .. Building paper should be applied to exterlorwalls as specified in Section ' ______ V 1707 (a). Enclosures for floor openings should comply with Table No.. 17-A and Section ' 1706. Details should c1early.1dicate this. ..' ° -Minimum No. 9-gauge wire or the ejuIva1ent is required-for horizontal - reinforcement in anchored veneer inSeismic.'Zone No. 3. Section 30.1O (a) of U.B.C. Standards. Ties should be anchored to this reInforeeent. Exterioi' veneer more than 20 feet in height., attache -to .wood framIng..Is'not - V allowed unless provisions for differential movement a16 'approved by you. V. Section 3001 (b). Anchored veneer over 20 feet in height,, should be supported with noncombustible, corrosion-resistant ledgers at a maximm of 12 feet on center above the 20-foot Section 3006 (b). ° Rooms In which rubbish (linen) chutes terminate should be separated from the - remainder of the building with a one-hour occupancy separation. Section i. 1706 (c). Note special treatment of c'hute for shaft protection as It enters. ' V the rubbish room. 0pen1rgs into rubbish and linen chutes should not be located In required exit ' V corridors or stairways. Section / •V.. •V - , . V Nonabsorbent finish and backing fox toilet room floors, walls of toilet compartments, and walls around urinals'should,conforin with Section 1711 (a)'.' ' Exterior walls of Type III buildings should be.n6ncornbustible construction. - Section 2001. , V ' ,, .' A property line should .be assumed between courtwalls to determine wall and opening protection. Section .504 (c). Also see dfinit1on of court. Section -V. 404. - 'Exterior (court) walls withfti' - ' feet of 'property lines shoula be of ' V •- , _-hour construction. Section ',: 03 -(a); . V V ' Fire-resistive rating of exterior walls -should be raintaIned throuèh attic ''areas. Section 14301 (c). - - Openings in exterior (court) walls within ,' ' fetof property lines should be protected with threefourths_hou -'tjre,as5emb1ies. (Section 03 (b). Usable space under the first floor except in Group .1 (j) Occupancies should be enclosed as required 'in Section 1703.. - V • ' '° V • Fire-resistive construction for structural' elements in the exterior walls - V V should' eomply•wIth'Footnte No. I of Table 140.'17-A and Section See Section 1702 for clarification. : • 4' -3- I/ Combustible materials framed into a fire-resistive wall should. have one-half s the required thickness as end protection. Section 4304 (b). Eight-inch concrete block walls should be grouted solid to quality as a four- hour fire-resistive assembly. Item No. 30, Table No. 43-B, including Footnvtes . 2 and 7. Heavy timber construction does not quality as fire-resistive construction nor ir itr'cc.gnized 'in Type 'V , buildings. Tab2.e No. 17-A. Parapet walls not less than Inches In height are required. Section 1709. Hem i overhangs .and .sijñilar -are hit ectura.1 projections should comply with Seotien .1710. Shower stall walls should be finished with a hard, nonabsorbent surface toa height. of 6 feet. Section 1711 (b). Fiberglass or other prefabricated finishes should be covered by a research recommendation or complete justifying data under Section 106 should be submitted. Doors and panels of shower and bathtub enclosure should comply with Section 1711 (c to e). Projections beyond the exterior wall should conform with the least restrictive . of the following: A point one-third the distance to the property line 'from an exterior wall. Section 504 (b). A point one-third the distance from an assumed vertical plane located where fire-resistive protection of openings, is first required due to location of property. Section 504 (b). Envelope ceilings should satisfy the following conditione. Section 4303 ()-6. (a) ould not be used-to previde fire pxotectIon for beam and girders' - supporting more than one f1csr. Columns should be individually fire protected. . S Duct and outlet openings are limited to 100 square-inches in each 100 'square feet of ceiling area and should be protected with approved S . ' fire dampers. (d) Electrical outlet boxes shu1d be of steel and not greaterthan 16 - square inches in area. Gypsum board or plaster ceilings' in conjunction with fire-resistive assemblies should be supported at interals net exceeding 16 inches. Items 22 through 27, Table No. 43-C. FIre_resistiie lightweight concrete fill on wood decks at weather-exposed. locations require greater density and strength than for Interior conditions. Conformance with-research recommendation conditions is required or justifying data should be submitted under Section 106. Uniess specifically allowed by a research LD recommendation or substantiated with test data under Sections 106, special coverings for decks, balconies, patios, • etc., cannot replace' any part' of a fire-resistive assembly inrcférence to Footnote No. 14,, Table No. 43-C. Attention is directed to Prw-%70 # Fire-resistive systems involving weod trasses should comply with applicable research recommendations. Conventional tire'-resistive systems using wood joists are not applicable. Reference Is made to Item 10, Part II, Research Recommendation-No. 1000; one-hour ceiling construction, Part XI, Research . Recommendation No. 1352; or Xteu C4, Part II, Research Recommendation No. 1602. Note that all involve double gypsum board with resilient channels between. • • 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.) . • - _______ • Final partition layouts and details should be submitted prior to installation to justify- compliance with occupancy, fire-resistive, structural and exit . requirements. Escalators should be enclosed unless complying with the Exception in Section - 1706 (a)-l. , • ' - . • - Justifying test data in conformance with Section 106 or an ICB0 research • recommendation Is required for Group B ________ B-3 'Occupancies, should be of one-hour fire-resistive construction if located 4 • • In a basement or above the first story. Section 702 (b). - B-2 Occupancies with an occupant load of 103 or more should be in Types I, - - • II or III one-hour buildings. The assembly roorn -should not be In a basement - • if it contains this high occupant lead. Section 702 (b). • ____- 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. Light and ventilation should comply with Section 705. S S 2.. I A one-hour !'ircre'istive ouparcy p'tion is çradbetween the boiler or central heating pt and the rest of the building. Section 708. ______ Exterior epenings for ros ainlrz A b ler.or.oentral heating.>plant S should be protetc-d wit.htkf thhur 1 1r-resistiy asfcènblies. that are fixed, 'aicxtic, nr :e1f.closing. iflccatd -below openins in -. another stry or if lc-s'i tn lj feet frc chercsors or windows in the 5 sane. building. Section 708. An approv.d., conspicuously marked, outzide'gasshutotf valve. isrequired.'.,,-.. ... Section 708. . . - .• :,. .. •55 ' uildings:sing C Occupancies should be of one-hour fire-resistive con- ' striot'roughoat. Setion 82 '(z) n Ta1'No. '5-C. ..•• Use of rooms shuld be clarified. Note thrit. romo having an occupant load of • more than 100-and roomz used for kindergarten, first. or secendgrade cannot. be located above the first story above grade except in Type I construction. Section802 (b). • A one-hour fire-resistive separation is recuied between laboratories, shops, -. storage reoms. These arasshculd also be separated frm other classrooms. Seàtiov802 (b). One required exit should front directly upon ór have a 20-foot.'wide access to a public way at least 20 feet'in•width. SectIon 803 (a). Sanitary faclllties.should be provided :In'acd'erdance with Soction805 Light and ventilation should con!ply ith 5êction 805 A one-hour fiie-reslátive occupancy separation is required 'between the boiler orcentralheatlng.plant and the rest of building.- Section 808. -. = _______ An approved, 'conspicueusl m,arkod, outside gas shutoff. valve is required. •. Section W. . Open plan educational buildings under. Section 810 shouldcemply with other applicable sections. This includes special requirements for fire sprinklers In Section 3317 (a). a . -S •'• D-1 Occupancies should, be of Type I or XX construction unless complying with the Exception in Sectithi902 (b). - D-2 (3) Occuparcie5 ehcjjd be of one-hour f1re'resistive construction ..: throughout. Table No.5C. _______ Light and ventilation should comply, with StCtIfl 905. , .. A one-hour fire-resistive eccuancy separatioi is required between the'boiler , or central heating. plant and the rest of-the building.. Section 908. Exteripr openings for roms containing. a boiler or central heating plant • should be protected with three -hour fire-resistive assemblies that are fixd, automatic, or self-closing if,located below openings in another story or if lets than 10 feet from ether-doors or window in-the same building. Section'908. - •1 ., An approved, coaspicueusly marked,outside gas. shutoff -valve is required. - - .. Section 938. . S ''''SS - •,. .. ••, - Group • •' •...... ' •. :. . • - ...-.. •.•.• ..••.. • . . ,•' . . •- In order to allow the added story height and/or omission of. area sepa- • • ration walls in the p1rk1rg areas, the following conditions set forth :. in Section 1102 (b) should be observed.' , •. ' . S. • • . • • (a) The parking lel Is of Type I construction. , • S . ' . . • (b)_ There is -v'three-h=r noncombustible occupancy separation between ' - • . • the parking area, and theoccupancy above. . • • -• • • (0) Structural support for the, three-hour floor should have eqqivalentitt.. - fire-resistive protection., -Eight-inch concrete.blokalls, where'. • . used under this condition, ,must comply with- Table No. 43-Bor have: • . all-cells .grouted. Section 503.(d).' S •' • • - (d) - Enclosures for f1oi •opening should be of two-hour construction. . Openings in the enclosure walls should be protected with labeled • .: • 'one-and-one-half-hour, fire assemblies or approved firedampers., - • S ' ' The provisions of Section 1102,(b) are applicable to area and tory limi- tations only.' - (a) Exiting requirements of Chapter 33 are based on the total number of • •' • -. stories in the building..- (b) Wet and dry standpipes aro'requiredinfour-story buildings. • ' I - Sections 38O and 3803. • '• • " • Motor vehicle service stations should be of noncombustlbleer one-hour - fire-resistive construction. Section 1102 (b). Heavy timber roofs for one-story, service. staticns are also5 allowed.' - - . ,. . , • Floors Floors of storage garages shouid4bo.e'ntire1y protected against saturation., - ' S • 5 • Section 1102 (b). • Storage areas in exc'ess of 1000 square feet in connection with wholesale 5 5 or retail sales sheuld be separated from the public areas by a one-hour .5 S fire-resistive. occupancy scpar.atin. Fire-sprinklers may be used to • ,, . S increase the area or waive the separation as's'et forth in Section 1102 (b). Light and ventiltion should comply with Section 1105 Mechanical ventila- tion .is required in garagss exceeding 5000 square feet. " Exhaust ventilation at or near fleerlcvel is required by Section 1105. A one-hour fire-resistive occupancy separationis required between a boiler , room or central heating plant and the rest of the building. - Section 1108. Grous H and I .' ______ An H 0ccupncy more than two stories in height or having more than 3000 square feet above-the first. floor sheuld.be.of one-'hourfire-resistive construction throughut. Section 1302 (b), The cfoUoing roons shld have window area's 5as &pecified in Section .305 (a) (1405 ()), crehaIf fiióhts.náb1e. . Mechanical ventilating system in. baths shuld provide, five air changes - per hour directly to the outside. Section 1305 (a). Section 1405 (a). . Fan capac1.ty should be specified. . . . Windows from . . should not be - considered as furnizhing required light or ventilation since they do riot open to a yard, court, or street In accordance with Section 1305 (a). Section 1405 (a). •' . . . .' .....Courts bounded-on four sides with walls should be at. least 10 feet in length. For courts more than.two stories in height,'therequIred.width should be increased by 11bot and the required lenth by 2 feet for each . additienal Story. Section 1306 (c). . . . . •.•• Habitable rooms' in cellars are not allowed. See "habItable room" defini- tion In Section 409. The intent is to prohibit such rooms to be formed . with retaining walls. . . . - . . room does not have the.inImu.m ceiling. -. . . height required inSection 1307 T. Section .140.6 (a).:. . . . . :. _______• . . room should have a minimum superficial • floor area of square feet. Section 1307 (b). Section 1406 (b). . -. A toilet room should not open directly into a kitchen. Section 1305 (b). • - Section 1405 (b). . . Efficiency dwelling units should comply with Section 1308. • A one-hour fire-resisti'ié occupancy separation is required between a boiler room or central heati64 plant and the rest of the Qbuilding. sctton 1 12. 4-. - Every dwelling unit and guest room should have comfort he ing facilities(j . as. specified in Section 1311. (Section 1409) . _______ J Occupancies are limited to 1000 (3000) square. feet in floor area and one ' story in. height. Section 1502. • . Exhaust ventilation openings in a garage are required by Section 1504. . Garages should not open directly Into a room used for sleeping purposes. . Section 1504. An approved noncombustible material is required for garage floor surfaces. S Section 1504. . S • V • - . EXITS: Conforming exits are required from the areas below as specified In Section 3302 (a). Exits should have a minimum separation of one-fifth the perimeter of the room or area served. Section 3302 (e). Note that 11perIteter" is along the outer boundary of the room or area served. For irregular shaped, buildings or build- ings with inner courts, it has been tho policy to use the perimeter of a square whose area is equal to that of the actual building to determine the required . • • . minimum separation of exitsv. on this basis the distance between exits should . be at least ' feet. . . . An occupant load 'sign is required in -the - . Section 3301 (i). ' - No point in the building should be more than 150 (200)-feet from an exterior, S exit, horizontal exit, enclosed stairway, or exit passageway, measured in • . - the direction of travel. Section 3302 (d). . S Exit doors should swing in the direction of egress Section 3303 (b) -- -. Double acting doors are not allowed where serving 'a tributary occupant load ' of more than 100. Section 3303 (b). - - S . • • S ' - (q) 6oc oq oq'e 400J. L .to 2pTnq UT PJnSOTQUa joozcJouz uoq qsnut 41 (u) '0Cj uoo *jooj aq4 oq pux p,[Iloqg WvMaTU49 eu 1. (1) °DJ ZHjo-uo-csuv1Tp TunUITUTIll,le uç jVaj Parnba 91 uVLM SsaT oU. aoxa aq4 oq cquodo th od u a-ql jo jujod OW Ve ppAO.U1 OA4 qpq u iozi .xo .ivtoj 2LiTPTTnq iu8 ul aootj do4 Oq4 o-puaxa toTtt(i.xTes JOTI0wT,p0,lTnbDj ttv - - / "(ux) cjOCC u0j4oaS 1paq oajodd 'aq,"qsnut 92LITUDdO tth / xqz (g.rno3 ao eZ UT?OWT oeOJcI qou piotg 9OCC uoos po.1Tnb- 4ioT.xa4xa ajqTqsnquiooucij (1) uoçoa .uoon.zu3o x-.vçJ .inoauo..xoj p9.xnbo.x Ve aPTS poou eq4 uo poo.xd eq pTnoqs SABmJTV49 JoTjgquT .tepm aoeds eqgn pesoou ' \ tq AT.x-e.1TJ .1ot q tioj uoo-jies qqTm peoeo.xd eq pnoqs s -s x6T4ajxa joaej trç suTuedQ cetUtTxptre saq0uT 6 • sç p3mJu -ue9,iteq U3. XI Ltuo --;Dos qyp uizojuoe. ptflot tTPLflD •••• .xflOJ Uq Gt JT stT.IPuq0N) i.ppt wç soqzu p;sxa sps e.1xçnbe.i ai Ipueq oni (T) OCC uoçeg *PVGa4 OT44 9AOqe 5943UT j ulatl4'a-lom JOU satiouT OC UtSSt qOu p°td3q pTnoiqs stTvjpU'eH (q) occ uoT-oe *490J ZX 04 PO4TMTTa.xe strpu ?:es ueezieq saout4sTp jo.xo (2) çç uooas .xisotoue qTxa UZ UT sxootj .xeddi ol snoiuuoo - . • e.xeqt .ze.x.xq PaAOjddv uv eq pncqs i.tp's jo uoTod.ueugta (s) gocc UO3e peeex; qou peeu Inq SemaTels Gq4 Jo lqqpTm eq 04 Ibe JO UOTe0.1Tp UT UOpUawp le OAV4 pTLOqs ZeS UO SUTpUE'I - . • • (°)-occ uóoe seqotrç wetift ssr eq ou pnoqs sun.x pu seqeuç /tLpeeoxe 'ou vo siasTH (q.) coc: uoo prberi eq- SOT40UT U'4 IO oeo.xd ou ptOqS CtTEJPUt pii vtj sqU - ••JO 'PTh TUTt CAt plfloqs . -- .1peq twose.1d wzwrçupi eq sT 4T Qous ewpS-ci e uc tsex ptrot STqmaSSL. Q.ITJ PaTgqzT z .10 uoTqrpuawmooqa ZeJ OTJT3dS ie x1ITA e)UETTthI03 S.1Trba.1 jaop JOJ Oullea JTUOItJ1 (q) tOci UOTO33 - UT q.xo; jos se peo;o.1d aq )PT.1.1Oz QUT 9UTU3dO .1OTiUI ?2N't/NI cii-o po.1Ttbe.1 ox - S2UTU9dO pO39o.1d eIeqii e.xe ue OU oeço.zd OUU sacuooq TX3 joTaaqxg • - . stT°P pepUeUIU03eaHJO 4aOqs P90t3U .. peqduI000- ST s:;q4 ktOtj OTWJOOP 04 LZSSOOCU ST .1OPTJ.1OO eq' UOT3 In UV () fC UOTOS .X UOT3n.SUO3 9A qSG.1IJ nOq.-euo jo eq p q'no °tOpT.1103 jo s2uççe3 pue su - . ;(j) -toc uoTqoaS . 02 04 PP1TT axe SJOPTJJOQ pue pea - . • -. • . - .(°) 8I uoee . tpTIt mnmTuTm 400j-g u eiq •ptnoqs suosed otnqwuou 2UTAa,as SJ0PT.W03 - (q) tO •u0T0 seqou-ç fii jqppt WTWTUTtE aAt4 PttLO45 SJOPTJ.103 -. • . . •• -(c)COCC uQT40aS CC .xedqo.jo ,. • . SUOTSTAO.Xd tie qti• tdUo3. osEe ptflot1s. S0d.Xnd oj2a .1OJ S.1OOp iueweddn • • (q). • .1oo.p JO9PTS.qo u0. Pa.ITnbe.1 ST poqsaxq ADtll, LIB.TA4 JeJOt seqouç ue14.Iou:40uJo -COAaAC sç .102UTpUt v - • • • (e) 20CC uOT409S tTM e3UTtduxOo UT Ea.18zOsseooE ule GE sGçdwoo uoo.x . aq4. -4ou seop-uoo.x-aqoue qtOJq (2) COCC uOToe . •ss920josueeui peAo.1dde u.-e o aPTA0.Id pflt0tS SlOOP qTxa - • • • • • (J) •couOToe *sjOOp.!4TXa sv parilluzaad ou-o.xe s.xoop (peqxeAo) ('uçpTt) 2UTAIQACU - • • • • - (p) hOCC UOOe UOTTSOd Auz UT. •ueq% qqpp4 JOPT.1.103 pa.1Tflbe.X eq,ou Jq-euo umll e.1OW .1opeuedot(nJ ueqzi 4PTZ1 .1OPT.x.iO3 93.rTnba.1 aq OUT stou L uq oxouz loofoad ou p.(nOqs stoo(I (padeoxe S9T.3Udflo3O I) •(t) oc U0T1.33. - • -• . u0 pe.xnb3.1 sT pjoT4saLiq j latiq Loeq 59q3Uç, L7 uL-Liq OOW qou UTPUC. .10 joolj -- . ' 1f''7/ - -- • • :-o0 peqsu.1nj uq--ou'eAq -sqpTM-Txe paaTnbaj, eq 34C. 12UT.ms .Xo.op 'e.1Mp.x4 oTued oop, Jo . uoZ,pTSuoO •u (P)•coc UOTO '(q) ZOCC UOTOC q pe.1çflbe.Z SPTb% 4Txa , • 2uTuTw.1eeP UT pesi eq ptnoqs si-i0Op (qpgic .ICtO) UOTSUCUXTP qau eq., - - * -. • • • ' (p.). £o.cc uooe 5ao.120p 06 J*. uç.is oop utrtwUpu T'-' u9-t9 0- J0iCzz UIUIrJTt.1 1 eqpnoqs 'htOOp Txa - - • • - - . - •U0.1edO OttLS uo sCJpThCJ Je( Pla. jo eu4 pu eveMp.xEq Pa q'm.olli eoj.xns .10 - sqOLIX ou sqHoq qsntj aq4 41m i0op oq4 PCPTACJd sJGOP JO s.xpcf uo peo- -• - soqqsj CT uoIny.. perqqo.1d e.1e-soq e j.xns .xo qj.peunouL - 00J.1ns q - Os( eo • (e) Qç OTOC - JOTJC JO 'e2pe-ou- twçoeds - -• jo esn aq4 InoLpTm ePsUç eq o.x; equedo eq pCnoqs, s.ioop • cy' - $ t t $_ h4' Six-foot 6-inch 1nii' hedic'ui c)earnce for stairways should be indicated on plans. .Section 3'3'D5:,(i). Note that this is trom.a plan' tngent.to the stalrway.tread.nosings. Ramp slopes should not exceed one foot in feet. Section 3306(c)(d). Surface of ramps should be roughened or of a'nonslip material. Section 3306 (f). Stairways should be enclosed as specified In Section 3308. Vz - Oc l V Section 3312(b) Amend Section 3312(b) to 1Ltd 3 (b) Exit Signs. Any sign required by this code shall be a 4 noncombustible, internally illuminated sign. The work exi' '•- shall be lettered in green on a white or opaque background, and the letters shall beat least five inches in height with the principal strokes of the letters 3/4 inch in width. -- - At every required exit doorway, and wherever otherwise required to clearly indicate the direction of egress, an exit - sign shall be provided for all areas serving the occupant load - . specified in this subsection. In interior stairways, the floor • . ' . level leading directly to the exterior shell be clearly indicated. (2) 1 Group A occupancies and Group B D and occupancies with - - an occupancy load of more than 50. - -. -- . 2. All other occupancies serving an occupancy load of • . - - %.more than 100. . . . . . . .. S -- . EXCEPTION: Main exterior exit, doors which obviOulY'afld - clearly are identifiable as exits need not be sign-posted when 1 - approved by the Building Official. . • - . W. Section 3312(c). Amend Section-3312(c) to read: (c) Illumination of Signs Exit signs shall be lighted • I I,' . -. . •) •. S I - with ,two electric lamps producing illuxnihation of not less than : . . . 140-lumens each. Separate circuits, one of which shall be ..' - •' . —. - --- \eparated from all other circuits in the building and independently , - . '. • - controlled shall be provided. .. , -r . . . Two separate sources of supply shall be provided for, the - - - • ••(- • . -- - following occupancies: * A. Group A occupancies. , ' B. Division 1 and 2 of Group B occupancies with an occupant- • -- load over 500 persons except churches with an occupant load of less - - . than 750 persons. C. Group D occupancies with an occupant load over 100 persons. -•I •..'. . •t -' . , ...A' •.I••' - -. .. . - . fl, t •• 4 . , . . . ' .• ( • ----------._.5- --I- - - S . S.--- . .5 - Venting is required for elevator shafts extending more than two stories. 'Section 1706 (d). The larger of 31/2 percent of the shaft area or 3 square - per elevator should be provided. The space between wood floor construction and a suspended ceiling below. -. -- should be'dlvlded Into' areas not exceeding 1000 square feet. Section 2517(o). I Snake and heat vents should b previded in accordance with Section 3206 (a). Attics of combustible mat* should be divided Into areas not exceeding 3000 (9000) square feet. Section 3205 1(b). Roof drainage should be conducted under the public si'dewalh. Section 3207(e).. - Overflow drains having the sane size as roof drains and on indeendent drain lines are required. In lieu of this, overflow scuppers three tines the size of roof drains should be installethin parapet walls. Overflow system should have inlets located 2 inches above. te lc. points.of the roof. Section 3207(e). - The aggregate area of penthouses and othe' root 1stiuturs.dannotexcee.cl 33-1/3 percent of the supporting root area.;Sectton 3601 (b). . • ________ Concrete floor slabs on grade should not be less than 3-1/2 inches thick. Section 2629 FIRE EYTIbGUISHIJ 0 SYSTEMS An approved automatic fire-extinguishing system is required in the Section 3802.. This inciudes,blir.d, spaces enclosed wholly 'or partly by combustible cortrution U.B.C. 'Standard }o '38.1.71800. . Dry standpipes are required in',buildings foux'.ór cor& stories In height. Section 3803 -(b). ., tet standpipes are required as specified in Section 3804. Combination standpipes are required In buildings exceeding 150 feet In height. .Section 3805. They may be substituted for wet and: dry standpipes. FireextinguishIng :system plans should-be submitted to you to detervino 'compliance withapplic.able building, "plt'Ebir:-andfIre c'odès. . - ..' . Chimneys should comply with Section 3702.; Fireplaces and barbecues should conply with Section 3704 Firealarm system as per Tit1e24 of Chapter 13, Section B 1316 FUHSH WORK The Interior, wall and ceiling finishes ahu.d'be specified and'compi with. Table No.. 2B and Section 4203. . - ',..• ' . . ..... Oypsun.wallboard (interior lath and plaster) annt.be.insta1led &n.weather- exposed surfaces. 'See Sect1on424 for definition. . . .'• . . '•: . Glass and glazing"shouldconp'iy with Chapter54;; Typean'd thickness'ot,glass.. should be specified. . " . •. Glass and glazing in hazardous locations should comply with Section 506. .J.,1 . . .. p--. ,.. . ...- . - - - Skylights should comply with Chapter 34. Plastic sky1ightsare allowed only wider the conditions specified in Section 5205. ........ Ranges should have a vertical clearance of 3Oinôhesabee.thoceking. top to unprotected combustible material. This can be.veducéd.'t0424 -inches -rif I the combustible material is protected with nthiu .1/4-inch asbestos miJ.1hoard No. 28 gauge sheet ieetal or a 7astal.ventilating -hood. '.Section 1901;(a) . Uniform Mechanical Code. . . . . . . '. . '' •, r. \, .". - . •- . ? ' •'' - - Mechanical plans should be filed so corp1iance with the Uniform Mechanical Code can be determined. • .. . ' • .. . .. SUCTURkL COMMENTS: •-- --s . . ..... - Special inspection In conformance with'SectiOn3O5isrequired for the f.ol-lo.wiitg work: . . . Structural concrete where the designIs-based..on-an ultimate cOmpreS, sive strength.in excess. of 20O0' pounds xpersqare- inch: All welding except where done-in' the shop of an approved fabricator. Installation of high strength boltsf' Prestressing work.r ' U Soil classification-In confornanc with-Table'No. 29-C and pounds per square foot soil bearing value uscdin design should be specified on plans. Valueis subject to your ppv6va1 Seótion 2904. The fouatIon investigation report mentionedin plans was not Inc1ud,ed'In- - data forwarded to us. It should be submitted for review. Acceptance of the foundation 1nvestiatih'report is recommended 'contingent on compliance with local ordinance's. All masonry or concrete elements resisting seismic forces should quality as ' reinforced' elements.. Section 2314 (k)-3. • ' . Concrete shear walls should comply with Sections 2632' and 2617 (j). - - - Precast concrete wall panels are 11mited to an h/t ratio of 36 (25). , Section 2622 (e). ' . , Wood members may support loads from masonry or concrete only under the condi- tions 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 'supporting dead and ..-.._ live loads. This includes foundations. ,, Justifying calculations and details should be provided for The roof should be designed for uplift wind pressures'with due consideration forlateral support of compression flanges of flexural members. ' 'Floor load should consider a 20poundper square foot partition load. Section' 2302 (b). Marquees should.be designed for a 60-pound per square foot live load. Table-' No. 23-A. - - Garages for the storage of private pleasure cars should be designed for a minimum 2000-pound wheel load. Section 2302 (b). 2x laminated beams should be spiked together as specified in Table No, 25-0. Section 2518 (c). Live load signs are required. Section 2309. See . .• _./. Glued.4aminated lumber shcld be fahriated In accordar.e with U.B.C. Standard No. 2,5-10. A certif cate of inspection .hou'1d..-be submitted to ou-. Allowable stress in glued-1ainated members over 12 inches in depth should consider a depth redaction factor. Section 2511 (d)-. : Radial stresses in curved glued-laminated members should be within allowable . " values. Section 2511 (d)-4. Radial tension stresses axe limited to 15 pounds' per square inch. If the radial tension exceeds this allowable, mechanical fasteners should beused to resist the entire stress. Wood studs are limited to 14 feet in height for 2 x 4 and.3 x 4's and to 20 feet for 2 x 61s. Section 2518 (f)-2. . . .. -. Exterior walls and bearing partitions below the seeondstory In three-story buildings should be 3 x 4 or 2 x 6 studs. Section 2518 (f)-l. Bolted connections exposed to the weather are limited to 75 percent of the allowable load under protected conditions. Section 25.1711 (c), Uniform Building Code Standards. _____ __ Spacing of' bolts should comply with Section 25.1713, Uniform Building Code ') Standards Imported bolts do not comply with code requirements . . Anchorage of concrete and masonry walls should comply with Section 2313. , Designs which rely on cross grain tension of wood members are not acceptable . ' , since the Code has no allowable value. A positive means of connection such as joist anchors or clip angles sh,uld be provided. .: ) •. _______ Exterior nonbearing walls should comply with Section 23111. (k)..5. Note that connections for seismic purposes should be based on,a "Cr" factor of two. Table No. 23-I. Plywood grades should. conform with Table No. 25-B. Justification is required that sufficient slope or camber is available to assure adequate roof drainage after long time deflections. In lieu of this, Pro roofs must-be designed for possible pending of water. Section 2305 M. . . ' Details on stressIng method and hardware along with justifying data,are re- quired on prestressed concrete work. This data should be submitted and approved prior to. ordering of material. Note that all tendons should comply with Section 4303 (c)-3, for fire-resistive purposes. . Welding data or det.1ls for steel decking used as a diaphragm should be pro- vided. Information should comply with a specific ICB0 research recommendation 'I ' or test data submitted in compliance with Section 106. ' Details' should be rrovided on roof (floor) dIaphragm connections that indicate how the shears are transferred to vertical shear-resisting elements. Connec- 'tions should be justified with structural calculations for compliance with ' . allowable values., • ' . • . ' Straight sheathed decking should'be justified for diaphragm action since it is, - not covered under Sect Ion 2514. Justification should be based on the discus- sion of transverse ahathing, Page 4-126 of the Timber Construction Manual ' • .. issudby the American Institute of Timber Construction. Nailing for gypsum board (lath, sheathing board) used structurally on shear - walls should be specified and comply with Table No. 47-I. • ' ' Shear walls utilizing gypsum board (lath, sheathing board) cannot be used to ' • ' resist loads imposed by masonry or concrete walls. Footnote. 1, Table No. 47-I. The Code has no provisions for stucco shear'walls unless it complies with a specific ICFs0 research recommendation. Let-in braces should oe justified on the basis of end nailing and angle of installation since the Code has no provisions for allowable values, Railings should be designed to withstand a.20-pound per foot horizontal'4; force. Section 23011. Ceiling joists should be designed for total load of not less than 10 pounds f per square foot. Section 2304. . Interior partitions should be justified structurally for strength and do-. flection criteria set forth in Section 2312 (b). ___ should ccmply wltha specific XOBO reai'ecooendatic'n or justifying test -data should be submitted in compliance with Section 106. . Wood'members entering-masonry or concrete should -comply'with'Sectiofl 2517 (o)-5. Plans -should indicate that feundat1on5-extend below the frost line. Lap splicing of No. l# and No. 18-rebars is netallowed. Seotion.2608 (e). Wood design criteria should be based 'on industry standardspuhlishod in October, 1970. Wood is no longer grad&dinder criteria set foS.'th-'in -the Code. Reference is made to Research Recommendations 2569 and 2180. AITC laminating specifications sheuld be used for glue-jam construction since industry, no longer uses the criteria set forth in the Code. Refrcnce is made to Research 1ecommendation2519. Nailing for plywood diaphragms (shear walls) should be indicated on plans. -Data should agree with calculations. See Structural specifications-hoU1d be cm plans. ,This includes emereté, masonxy, mortar, grout, lumber, plywood, reinforcing bars, structural steel, steel dc-eking, etc. Minimum reinforcement should be provided fcrasonry walls to comply with Section 2418 (j)3 Minimum reinforcement should be provided 'for reinforced concrete walls to comply with Section 2622 M. ' 1971 National Electric Code -,Ord. #8061. t on s'/C d41 - 144 1L. a'i-. 4 t V Show panel location and size.,.t.....4 All d elfsMfli?~e i j~napprov6d raceway. Four duplex receptacles maximum on each appliØance circuit-' l0Unifomal Code-Or 8055 size and laction of F.A.U.., vent/ing,cornbination air. return air, ducts and -registers. Z~~ .,iuuw uryer vent 1 to outsice air. chaic a -.pl a n s require dL\. 4j4..t 5Z..ló) ' 1970 Uniform Plumbing Code'- Ord. #8057. Show temperature discharge line on and pressure relief water valve and IA)! • I' heate, rid'7 tM1 0 Indicate height of'w.ater heater platform. ' ''• - Landsqpe and irrigation plans required -.- Ord. #9060, Sec. I. .2.00 uyi4A - 9 7ç'-al Micro Film copy of as_builplans required. c7 r'Qi;4Aj4 -, • - - - DATE. I PRIORITY F ferguson/di girolamo, a.La. M e&,q, 1&/q74' F-1 URGENT! R and associates, architects FILE NO. I LI SOON AS POSSIBLE 0 - 150 east broadway, suite a . 7201 A E 'NO REPLY NEEDED III M vista, california 92083 PN ATTENTION: 4W..., V1cJ- )Sl3<D(2.N 726-1245 SUBJECT: 4.R'-OD.0 ................................ .:...................................f?Y ............... CA..1~LS4D..................... .J4-/A4R rSCJ.................... ...................r............................ ......... ... ... ... ......... ....... .............. 911: ;........ Building Department SIGNED SENDER: MAIL RECIPIENT WHITE AND PINK SHEETS. SH&DOoft 10850 PORTAL DRIVE. S ALAMITos;cALIFoRNIA 90720 (714) 821-4321 (213) 598-3345 0OMPPL April 16, 1974 - -,• TO WHOM IT MAY CONCERN - This is to certifj that Delaney Sash & Door Co is manufacturing and selling a Twenty-Minute Wood Fire • Door. Frame as approved' by the International Conference • - - V of Building Officials. . • V • - - •V -' - ThiS. Fire Door Frame is listed on Page .12 VirittBui1ding V • V • Standards" Vol. XLIII, No.2 •MarchApril, 1974-Part II. V V The ICBO number assigned to our frame is #2959 dated . October 1973. In compliance with this ICBO report, all V frames delivered by us will be so marked at the time V - of. delivery. . . • V V DELANEY SASH & DOOR CO - V V • Y: • V - - - Daniel F Ryan'Vice President - -. .DFR:ld. - -. - . . •. V • •. - -S - if J1, 1 • ,BUILDERS & DEVELOPERS i KAMAR CONSTRUCTION CO, INC. 325 Elm Avenue Post Office Box 1155 Carlsbad, California 92008 Phone 729-7911 Date 5/28/74 TO City of Carlsbad ADDRESS 1200 Elm Ave., Carlsbad, Ca. 92008 S Via [ ] Mésenger Blueprinter- ; Other- Prints of -: [] Under-separate [ ] Originals of cover. Contracts I I Material List [ I Tentative Map C ]Other See below ],Grading Plans [ ] Plot Plan I I Title Sheet House Plans I I Sequence Shet I I Tract Map Improvement [ I Specifications Plans I '4 These are [ I As noted ] For your files I I Please return As requested [ I For your use [ ] Complete & Return I For your approval [ I For your, E I Other information Make corrections as noted and resubmit: I ]For signature -' [ For recheck Remarks Enclosed please find the Glu-Lam Certification for the 88 Units and Recreatior Building and 84 Units, as furrlsied by Solana Beach Lumber. We are also enclosing certification for the firedoor franle)the ICBO number is #2959 dated-October 1973. RECEIVED Copy to: - -- - Very truly yours, MY 2 g - KAMAR CONSTRUCTION CO.,' INC.,: UAH ROA X z j - 1364~1-______ 'By______________ : Partn-,- - -. 4 . .- 10850 PORTAL DRIVE. LOS ALAMITOS, CALIFORNIA 90720 '• (714) 821-4321 (213) 598-3345 Aell t vil April 16, 1974 •. • • - .• . ,, . : TO WHOM IT MAY CONCERN This is to certify that Delaney Sash & Door Co.is manufacturing and selling a Twenty-Minute Wood Fire - .- Door Frame as approved by the International Conference of Building Officials. . -. This. Fire Door Frame is listed on Page. 12 in "Building . Standards" Vol. XLIII, No.2 March-April, 1974-Part II.' The ICBO number assigned to our frame is #2959, dated October 1973.. In compliance with this ICBO report, all frames delivered by us will be so marked at the time - of delivery . DELANEY SASH & DOOR CO BY : pa".r.-f- ____ Daniel F. Ryan/flice. President . . . - .-•----.-. . . , . . • .,. DFR1d '. e.-'-- - '_•_••1•—. - -- . . •. .. - . . . . .• , , .. . - . 'v-4 .• • • : -• c __• TiSTRAIT OOOR 123q N. SANT~ '.' 1 t';I: SO. EL•LIr.j I . - • \C IOWA; I I • ,. - •-. . • • . - -•- .. - -. .1 - .. .- . - -- — - - 17 - '- fi (?1e A-1-S - -"•:- p r . * .--.-.- MNUfAc77JRE../1EflEB;YXER1LS t tr2 ,rodicts icen126d o and n:-. cr'cd sheets Nos _____- _________iare i7'6-.,e -, c-'- -'e Co ec of the ,MEfl'CAN fNSTITUTF OF Tti'BER CONSTRUCTION ad neruactu'-e-i in con for inance wiTh appttcable pro iisiorc' of',ii S F'ro Ct S: '6 73, -'or Struciura,i Clued Laminated T1mber, and that sur 1 malulcctLre . as been - ir2 4_ 0--e-ion -'I u. ich pa h33 a ctatity cor ro system appr iby --1 he 1r5cecior Bueau ofr te iERCA INSTITUTE O ThI8EF G N-1 ST RUCcW G '4 "r oizai'y by uh Btreu The Lfl1CrSgr d rvnufacturer further cetLfes that th h:: bea-' cfor in e nr2 - t5 tie aopliceblo 'ob soccifca'ons - - 'The r'rc'r of hc- r-'embers cornohes '.'ith the manufacuing5ard fa!rcati g cr Cr 25 cf t'e 'Jrcrn 8ivmig io —1: - — -61 - P CO€R OATI 1 73_MPCR S OROCfl ?O - ') Sc, -. -_ .-.e-_-- _...-t--..-.-------------- - ....*-..--------------- m -_- - ._c-.. -cfl-- Cc 4 ir C. l-f"]1t -roL_.AQOSS S 2?rd St ,ATE Jti1v31,_1'73 ' _•_ __ __4_ - _r=-'. I- -. - fCØ-/ (77F/ -.-•- -•- •'r - :::;-' •:. -.. -- --S ' -- T! .!\C/ / • - /_I - / sL._i that t said cmpnv at ;s sm ct irics -- -.5,--.' • CA) NSTTUTE CF T IRO BER -CON STRUCTION to use th A!TC Co!Jecte M-rk i- res:-::tc----- - 5' p1CrJc)"'1Sci. ail dS -- C.' 77 e" in r rt at said riant is r:' ooicaIy insperta end verified by th 'ispsc -on 612 E' AI IiiSTJTF OF T1M3EP COSTRUCT'Y't c-dtn3t r)thZ1 --'c crcl tcs r: -e *- " '7. ptv - d r r' of -i, so - c n -t'i!: n-o:i ct is t1i' sOk rcoc- h y cf ta r UittarCr I'1 o : i' • - ,i';-i'- -' ii I '1 -p i,r' './ f'; os I''t iPriii ic. A1_ rv' : lip (--•-' t - •- - • V • ------: , -• :'---o ?. .-.- • :,.- j.' -. - ATC -Certlficat& No.. L - - • s - '-± • --- - '7-1 rr: I I 1Ll\g1 -. I -,.i ',j-j c, •_ *.--' ------Th -• .. - / 1, -) •/ _.'t -• - / - ,' - - /\. •_-- -'t,-2 - © 1.973 AMLRCAN INSTI ruTE OF I 1M.B-all )TE OF 71 A1FC C E RT/I F 1 CATE OF IF'ff tCONF O R M A N C E -, 1HE -UNDERSIGNED MA NUFA C TURER HEREB Y CERTIFIES that the products identified below and on attached sheets Nos. _________________________ are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured •in conformance with applicable provisions of U. S. Product Standard .. PS 56-73, for Structural Glued Laminated Timber, and that such manufacture has been at our plant in Clackamas, Oregon , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected :. periodically by such Bureau. The undersigned manufacturer further certifies that the work has been done in accordance with the applicable job specifications I The manufacture of these members complies with the manufacturing and fabricating provisions of: Chapter 25 of the Uniform Building Code -. . :. JOB NAME Kamar Construction .108 LOCATION 2300 Hosp Way, Carlsbad. Calif. - CUSTOMERS ORDER NO. 770—C • DATE 3J11/714 MFGRS ORDER NO, _140175 SIGNAT _____- _COMPANY Tfab, Inc - - . - PO Box 7, ... '.5. , '-• TITLE Quality ControlSupv. DRESS Clackamas, Oregon DATE 4/5/7 AITC /7'EREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in. respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Insoectiori Bureau of the .AMERICAN INSTITUTE OF TIMBER CONSTRUCTION,and that, in the judgment of'theunder- signed, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant.Conformance with the Standard in respect.of any specific or particular product is the sole responibility of the manufacturer; AlTC's guarantee .hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau . . .. ... . AITC Certificate No 208593 Signed or AMERICAN INSTITUTE OF TIMBER CONSTRUCTION S. . • .. • . . S . . : . \' • . . •. • -6 4- - •-. . . • • .. . . • .. f.ecjt,e V.ce F,e.dens . . . • . . Manage. jec'on . • 2 •.• -. t 1973 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC FORM 18173 • • . S . S • •• •. • .5 5., . .-• • .. • . . • . . . . . . .. 'S • S S S S.• . - S • • ... • • 1 The principal members of the job covered by this certificate are stamped with one of the follàwing type quality marks. Each qualifiedplant has an iridivdual S qualification designation The designation "P-143" shown on the typical quality __---- marks below is not assigned to any plant and is used only for the purpose of illus- . traticn. S S - n ' t V •S- .1.' (VS # A TYPICAL CUSTOM PRODUCT -,., QUALITY MARK - AlTCdesinationofqualfiedlicensed j - ma ==-.S : Indicates that the designated licensed plant has me! a.requirements for qualification and indicates eorforn-nc to U.S.Corn maintains an acceptable quality control sys- mercial Standard for Structural Glued tern which is periodically inspected byAITC Laminated Timber A TYP ICAL NON-CUSTOM PRODUCT QUALI TY MARK r . AITC designation of qualified licensed plant - c--i P-14 7 - n Desi 3 %I USE o:Dfor USE.,,- gnates type of adhesive, or WET ARCH Name of wood species used. / 1. Designates appearance grade IND— ARCH / Indicates that the designated licensed plant Indicates conformance to U S Corn- I hasmet all requirements for qualification and mercial Standard for Structural. Glued - • - - • - - - maintains an acceptable quality control sys Laminated Timber tern which is per cjdlcaliy inspected by AlTC Designates d'y '.Le stre5 f—bc ricirg S • • - • •.... • - . . • -- .. S • - • • - • • - • • - ttension. compression parallel to - - . grain. 'For a ci.tori product the specifications cove, ing the desired product are rciudd in the pJ 2. s3 z'id s'ecicat or. ' For nor, products eent al detail spec1ricatons are ipcided on Stan,? S-S_V 5. V ••.5 •• - - • - -. -- V _, 2 - V •---- -5- - - - S • • • S - • • - V • •:-- - • - - • :- 5' SHEET No. ., . A 2) TTA Cl-/MEN T NUMBER j TO ITC Certificate of Conformance No. 208593 Dated _4/5/7 Job Name: Kamar Construction Job Location Carlsbad, California Customer's Order No 770C Doted 3/11/74 Mfgr s Order No 40175 The following gives the;additional specifications that were used in the manufacture of the members on this job / LUMBER Species Grading Rules Parag raph /SV Grades L L L Slope of Grain MOISTURE Range 77c CONTENT Variation per member 31END JOINT ADHESWE Conforms to T' 2) 7' pecIfJcatiQns.. Type Batch No GLUING Pressure "Pressure Penod___________________ Glue Spread P 175 - 1E OF TIM - AITC. Licensed Plant No. . A% Plant Quality Cntrol Supervisor '2 Company Ti.mfab, Inc. : Date AITC Form lB -3-65 © 1965 American institute of Timber Construction 3 .. - . J t - e — 32 )d sW4y J - cFiS (E Pmmrr5 err—, ftEQUlRED Bullifing Plurftbing i 'a4I -•: Owiew 41-2 - Power Po eq. -. Mecrianical Plumbing-I ndscap S. Encroachmervt LJstofubs - 349'7 (~) Swimming Pool Building Plumbing Electric Fence, Walls, etc. Temporary Electric Final V000 I' 4 -V •- - , ,- •-,-••• - I. 4. (_. .4 -• - - - 4 - 2 - - t • - .- * ........ ........... ... .