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Home My WebLink AboutBURWELL ST., 426 r BUILDING PERMIT APPLICATION .". "' City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: 37~i .-<ey::J)7 ~cr_Ft - ~.3 Site Address: ~d(P 3U12-aJGGL, JJ,e C'm C37e..;;e:> /II, t-tJ/l ff 3/tJ Phone No.: Owner's Name: 3;:;~ h/2.]) -;5 6d];)c AI Address: c2d~ /..5/" ~ J:) fi/2~/h. q 1'3/0 Applicant: DOwner D Architect KJ Contractor D Tenant Architect Fii"m: Representative: ~ Address: Phone: Contractor: ~/ -ZXU;:(;~~;r:::;~~ 91'37-5 Representative: .P?'H !)Jt< Ie/! ~ Address: Phone:,3? 7-,'3,;Jr'.J Contractor's License No.: J)d tpV/C-1?-/7&/V;;' Exp. Date: g/C///F? - D Residence ~ Business D Other: D New D Repair lrJ Remodel/Addn . D Demolish D Duplex D Multi-Family (No. units D Sign D Parking Lot ~ ) = D Grading (cu. yds ) D Bldg. Move - = //l5/~LL_ YE"Lf efiT6.5..Sc3J{ ~ Nature of Work Proposed: = - - - - - Sq. Ft.: Utilities: D Water D Waste o Sewer o Septic D New KJ Existing o Storm - Valuation of Materials/labor: Plan Review Fee: Permit Fee: Surcharges: ~ [UBC Sec. 304(b)) {O~~ ~ = $ ${~ State $3.50 rn 15 .,<C '/.5, 600 - Receipt No""7~::;tI.5: I Receipt No.: Energy $10/$15 0 Date: ~R<f;<;I Date: - Zone Designation: C DyYl \'Y1 Occupancy Classification (UBC): b~ No. Stories: I , Setbacks: Front: Side: Rear: Height: Heat Source:;Y 19 T. ~ filS ~ Comments/Conditions of Approval: ~\ '1'ltvfi H nc!!.:. - I understand that applications for which no permit is issued within 180 days following date of application shall expire by limitation, plans and/or other data submitted may be returned to applicant or destroyed by the Building Official. (Sec. 304(d)UBC). I certify that the information on this application furnished by me is true and correct and that the applicable requirements of the City of Bremerton will be met. ) '\...Signature Date Copies to: White-owner: Yellow-file; Pink-Assessor: Goldenrod-Building Stat. Code : I --- --- --- .. CITY OF ~ BUIIDIm DEPA.~ PEF'MIT, APPLICP<.TICN DATE 5-9- 198 8 TO BE C(l.1pLETED BY 5-13- 198 8 Bernie Burden D.N. Quick Const. G1NER mNTRACIDR .2 tf6 .--Jt2-6 Burwell ~_TION OF JOB For delicatessen ENG:rNEERJN; CCMMENTSI REV I EWED BY k- Ni:)N~ I I I I . r-BUILDING PERMIT APPLICATION T City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: 37\~, "'r::::J:!:>7 ~CtJ1- '~ <-j ) '-f to :3:D, /9 Site Add-;ess: ~ U/2 U)GGL, ,e em C-1L~ /</j t.tJ 7.-f 3/tJ Phone No.: Owner's Name: 2r:1f2./V h/2.]) -;5 6C])c AI Address: c2,.,7cJ /_<'T ~ 17. 3/2~/h Cf,r 3/C ~ Applicant: 0 Owner 0 Architect KJ Contractor 0 Tenant Architect Firm: Representative: Address: Phone: Contracto, ~ /1/ -ZXI-O;~ _~~~~: ; ~~ Rep,esen..,;ve: Y& H _0<< (~ Address: ,C. 31 T 1;l3f.. ~ Phone:.3? 7 3,;?)I'O' Contractor's License No.: 7)/'1 t?VIC 7t-/7~1'/;J. Exp.Oate: f? /c///F? D Residence ~ Business D Other: 0 New 0 Repair ~ Remodel/Aden o Demolish 0 Ouplex 0 Multi-Family (No. units ) D Sign 0 Parking let o Grad;ng (cu. yd. ) 0 8ldg. Move L Nature of Work Proposed: / /1.5 I~ LL 7) /3.L f efiT &s...sc3J{ ---r~ )C..\ ~R.. "\G~\\ ~^-'\-; \'~ l _ \ ..J Sq. Ft.: Utilities: 0 Water 0 Waste 0 Sewer 0 Septic 0 New KJ Existing 0 Storrr, Valuation of Materials/Labor: Plan Review Fee: Permit Fee: Surcharges: - [UBC Sec. 304(b)] (O -- :2-9 I, c:s::) $ ~ $~ ~ ~ / ..,<C , State $3.50 W:1 O/g, 600 - . y Receipt NO.~::;: / Receipt No.: Energy $10/$15 0 -~<:"~ Date: ~/' () ~ Date: I . Zone Designation: c-: '"'>rfl (Vi Occupancy Classification (USC): ~ ~ No. Stories: I Setbacks: Front: Side: Rear: Height: Heat Source:;Y 19 T. ~ H-S CommentS/Conditions of Approval: ~ --. . - . ^ . ~6 ?~ L---1'"!....j'" ,a<2.t r= -.J I understand that applications for Nhic~ ~o permit is issued Ni~hin 180 days following ~a~= of application shall expire by Umi tation, plans and/or other data submitted may be ret:lr::-_,:;:'. to applicant or destroyed by the Buildi~g Official. (Sec. 304(d)L~C). I certify t~at ~he information on this application furnished by me is true and correct and that the applicab~~ requirements of the City of Bremerton Nillbe met. "\.....Signature Date _ CaDles '0: 'Nh!!(>.cwner: Yellow-tile: Pink. Assessor: Gaiaen'Cd-8U1larng Stat, Coce _, - -- - -- ___ _______n___ - - ------ ---- (;':!'- ~ CITY OF BREMERTON r- -BUILDING PERMIT APPLICATION;,:,nu 1 1 10u~ ~ City of Bremerton, Washington 98310 Phone: (206) ~~Lrs~VTILlTIES Assessor's Tax ~~ "\" ::, ~ 11, - Cf!> 7 - ce;- ~ -"A Site Address: .(p <3 'leaJGGL, :jj. /J1C37e..; ,t-tJ/l '1:f3/tJ Phone No.: Owner's Name: 3;::~ /1-/2.:;> -;5 6d];)c AI Address: c2,.,7~ /~<)T.;5 I~) fi/2<:f/h Cff310 ~ Applicant: DOwner o Architect , KJ Contractor o Tenant - Architect Firm: Representative: . = - Address: Phone: = Contractor: ~.HrL;; ~~~r( Representative: .Pt1 ;Y f) C< t t!/! - Address: Phone:,?? 7-.3d'5"d = . O. 3/ T. . 9737'- =5 ~ 7)/'1 ~V/C *- /74?1V;J. g/C///F? - Contractor's License No.: Exp. Date: D Residence ~ Business D Other: D New D Repair lZJ RemodellAddn o Demolish D Duplex D Multi-Family (No. units ) o Sign o Parking Lot D Grading (cu. yds ) D Bldg. Move Nature of Work Proposed: //l5/~LL YEL f efiT6.s..sc3J{ - ~ - - Sq. Ft.: = o Water D Waste D Sewer o Septic o New KJ Existing o Storm - Utilities: ~ Valuation of Materials/Labor: Plan Review Fee: Permit Fee: Surcharges: [UBC Sec.304(b)} ( OS: 3.9 c:s2> $ $ f~ State $3.50 [Sf - ,S /.5, 600 ~ ~ Receipt NO.~:::; / ~.~'E:''"irgy-'~1i .~ - Receipt No.: Date: -:::;R<iif? Date: IJ LJ'" L' / f! I i/'! l\ --,,I' r DyY1 rV\ . . ~'" i' Zone Designation: ~pancy-J: tion (UBC): , 0 No. Stories: r .J' 1.)' ;'_~; - Side: - I understand that applications for ~hich no permit is issued within 180 days following date - of application shall expire by limitation, plans and/or other data submitted may be returned to applicant or destroyed by the Building Official. (Sec. 304(d)UBC). I certify that the c information on this application furnished by me is true and correct and that the appliCable - requirements of the City of Bremerton will be met. - Signature Date Copies to: White-owner; Yellow-file; Pink-Assessor: Goldenrod-Building Slat. Code 1 -. r BUILDING PERMIT APPLICATION ., - City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: 3:> 7 \ i ~ r:::::f:J) 7 - c:rI1- ~ ~ Site Address: ~d(P 3U/2-aJGGL , JJ,e em C37e..;;e:> A', t-tJ/l ff 3/tJ Phone No.: Owner's Name: 3;:;~ A/2.y 756dvcAl Address: ~.;?~ /_~T .;:5 77) fi/2<f/h Q?310 Applicant: DOwner D Architect ~ Contractor o Tenant Architect Firm: Representative: Address: Phone: - Contractor: ~j/tfx~<~ =:~N Representative: Yt1;Y {} t< It!/! Address: . C. 31 T, . 7:131( ~ Phone:,3? 7-,"3d'Yd J) /'I ~ (/ / (!-)f- I 7 (.(? 1'1;;' . Exp. Date: f? /CJ/ /F l' Contractor's License No.: D Residence ~ Business o Other: D New o Repair ~ Remodel/Addn - D Demolish o Duplex o Multi-Family (No. units ) o Sign o Parking Lot D Grading (cu. yds ) o Bldg. Move - Nature of Work Proposed: //l5/~LL YE.Lf efiT6.s.sc3J{ Sq. Ft.: Utilities: o Water o Waste o Sewer o Septic o New KJ Existing o Storm Valuation of Materials/Labor: Plan Review Fee: Permit Fee: Surcharges: lUBe Sec. 304(b)) (O~~ c:C) $ ${~ State $3.50 CS1 ,t /.5, 600 !!:E. Receipt NO.'~~ I Receipt No.: Energy $10/$15 0 Date: 5;1;;f<69 Date: - Zone Designation: r ("").(Yl (V'\ Occupancy Classification (UBC): 'e::,~ No. Stories: I Setbacks: Front: Side: Rear: Height: Heat Source:;Y 19 I. ~ .l?S Comments/Conditions of Approval: ,. I understand that applications for which no permit is issued within 180 days following date of application shall expire by limitation, plans and/or other data submitted may be returned to applicant or destroyed by the Building Official. (Sec. 304(d)UBC). I certify that ~he information on this application furnished by me is true and correct and that the applicable requirements of the City of Bremerton will be met. Signature Date Copies to: White-owner; Yellow-file; Pink-Assessor: Goldenrod-Building Stat. Code (j (' .,., \J \ (, lJ f. \, ~ - r-BUILDING PERMIT APPLICATION .. , - City of Bremerton, Washington 98310 Phone: (206) 478-5281 - - Assessor's Tax Account No.: 37\i ~c::::f:J)7 -o...ff - ~ <, . Site Address: ~d(P 3U/2-aJGGL , JJ,e em C37e..;e /,/, t-tJ/l 1'f 3/tJ Phone No.: - Owner's Name: 3;:;~ A-/2.:iJ 756d];)cAl Address: c2..;?~ /~CST ~;:) :3/2~/h Cf 1'310 .. - Applicant: DOwner D Architect KJ Contractor o Tenant - Architect Firm: Representative: Address: Phone: - ~diP:';; ~=~~ Representative: .Pt1;Y I'} t< f t!/! = Contractor: - Address: . O. 31 T, 9;?3r =5 Phone:,3? 7 -,3d' )I'd = - Contractor's License No.: ""'J) d ~ 0 / C-)f. 1 7 &7 IV ;J. Exp. Date: /?/c///F? D Residence ~ Business o Other: o New o Repair lrJ Remodel/Addn - - D Demolish o Duplex o Multi-Family (No. units ) o Sign o Parking Lot ~ o Bldg. Move - D Grading (cu. yds ) - //I.5/~LL Y /3"L (. efi T 6. 5..S c3J{ - Nature of Work Proposed: - - - - Sq. Ft.: - - Utilities: o Water D Waste o Sewer o Septic o New .KJ Existing D Storm = - - Valuation of Materials/Labor: Permit Fee: Surcharges: - [UBC Sec. 304(b)] ~ ~ $ $ {~ State $3.50 rn - - b f.5, 600 !!!!. - Receipt No.: Energy $10/$15 D ~ = Date: Date: Zone Designation: r CJyY1 rYl Occupancy Classification (UBC): ~~ No. Stories: I - - Heat Source:;Y 19 T. ~ filS Setbacks: Front: Side: Rear: Height: - .. - .. I - - I understand that applications for which no permit is issued within 180 days following da~e - - of application shall expire by limitation, plans and/or other data submitted may be re~urned = - to applicant or destroyed by the Building Official. (Sec. 304 (d) UBC) . I certify that ~he - information on this application furnished by me is true and correct and that the applicable - requirements of the City of Bremerton will be met. - Signature Date Copies to: White-owner: Yellow-file; Pink-Assessor: Goldenrod-BUilding Stat. Code . ' ? r BUILDING PERMIT APPLICATION ~ City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: 37\i Ac:::J:'!)7 -erFt - ~ <, Site Address: ~d6> 3U/2-aJGGL , JJ,e em C37e..;;e:> /V', t-tJ/l 'ff3/tJ Phone No.: Owner's Name: 3;:;~A-I2Y 7!?6d 7/c AI Address: c2,.,?;:> /_ <) T ..;:5 ~) fi /2 <:f/h Ql'3, Applicant: DOwner o Architect QG Contractor o Ter Architect Firm: Representative: Address: Phone: Contractor: ~~:;t;v/;; ~=~N Representative: .Pt1H Qt< II Address: . t? 31 T. , 77 3 ~ 5 Phone:,3? 7-3d'~ Contractor's License No.: 7Jd t9V/C -k 17&?N;;' Exp. Date: g /t:// /F? o Residence ~ Business D Other: L Il rv Remodel/AI o Demolish o Duplex o Multi-Family (No. units _ bc..K ~ V0; o Parking o Grading (cu. yds o Bldg. Move ~ ) reV) cZ. LJ...::) (Yi( Nature of Work Proposed: //l5/~LL YEA- (efiT6.5..Sc3J{ r<2'vlQ~ -r;: - S<l.Ft.: . - - Utilities: D Water D Waste o Sewer D Septic o New KJ Existing o St( Valuation of Materials/Labor: Plan Review Fee: Permit Fee: Surcharges: [UBC Sec. 304(b)] {O~~ .", $ $ f c:s:::..> State $3.50 rn {~ t;g,600~ Receipt No:fi/:::; / Receipt No.: Energy $10/$15 D Date: ~f;;jW Date: Zone Designation: C (')yYl rV'\ Occupancy Classification (UBC): C .r--, No. Stories: I r7'-- . Setbacks: Front: Side: Rear: Height: Heat Source:K 19 t: Go - Comments/Conditions of Approval: I understand that applications for which no permit is issued within 180 days following de of application shall expire by limitation, plans and/or other data Submitted may be retu~ to applicant or destroyed by the Building Official. (Sec. 304(d)UBC) . I certify that the information on this application furnished by me is true and correct and that the applicat requirements of the City of Bremerton will be met. ,,-Signature Date - Copies to: White-owner: Yellow-file; Pink-Assessor: Goldenrod-BUIlding Stat. Code - II" - Jurisdiction of GENERAL PLAN CORRECTION L!ST cr. . '. . J.... Based on 1985 Edition of the Uniform BUilding Code LI ~ \~-_ ~ Owner . . \'''\J"J..Y' \.-..J4J..:). ~ Plan Check No. Valuation fI Job Address q.;:;;r:;; E:h.1Y'';f\.J(.d I Use City Type of Occupancy ~.. State Construction '\l N Classification II Total Allowable Floor Area Sq. Ft. Stories I Basis for Increase Floor Area: _ Floor (Max.) Sq. Ft. . Floor (Total) 5'~ Sq. Ft. Occupant Load IG 'lI~' COMMENTS OR ~SSUM,PTIONS: , . Ifv-.r...... .<!.. ~~ h.~ td<<.... ~.\"lI'\. ~Y\. C}' ~i: ~~ '~ tt< \.' ",. r;:- . . ,,\~~A':t>C. . .~.~ 1("', ~, . ':it, . ' . ~: n~- . ~+J:"c%1~;;I~~l"'; :~,~st~. ,;;IiI Corrections checked below are to be made on plans before permit is issued. . The approval of plans and specifications does not permit the violation of any section of the Building Code or other city ordinance or state law. . GENERAL : 10. A fire-resistive occupancy separation in conformance .' with Table No. 5-8 and Section 503 is required between 1 . Valuation should be $ the - ( .hour) . _ -=- Show job address on plans. _ _ ! :~~~~l 3. Give name of person responsible for plans. 11. Horizontal occupancy separations should be supported - - with a structural system having equivalent fire-resistive fi - ~ S~bmit fu.11y di~enSiOned plot plan. _ _ protection. Section 503 (b). 5. Give all dimenSIOns on plot plan. 12. The building is limited to stories ( feet in height) as a Type ,..... AREA LIMITATIONS AND GENERAL structure. Section 507 and Table No.5-D. !. OCCUPANCY REQUIREMENTS 6. Ground elevations should be shown at comers of the building and at changes in ground slope. The ground - - I........ elevations should be taken at the lowest point between J 13. A room in which a water closet is located should be . the exterior wall and a point 5 feet out or at the property separated from food preparation or storage rooms by a line, if closer. Where the exterior wall is parallel to and tight-fitting door. Section 510 (a~ within 5 feet of a public sidewalk. alley or other public way, the. ground elevations should ~ t~e e!evati~ of TYPE OF CONSTRUCTION -. the publiC way. The number of stones In thiS building '. cannot be determined until these data are fumished. 14. . Roof coverings should be fire retardant. Sections 1704 - - and 3202 (b). Details or specifications complying with 7. The total floor arE~a is limited to Section 3203 (e) are required. square feet. Sections 505 and 506. _ _ I - - 15. Exterior (court) walls within feet of 8. Unobstructed yards of feet should property lines should be of _-hour construction. be maintained on sides Section 03 (a). of the building for area purposes. Section 506. _ _ - I - - . . 16. Openings in exterior (court) walls within . . 9. PrOVide details to show that -hour area separa- feet of property lines should be protected with three- . tion walls will comply with Section 505 ( e). fourths-hour lire assemblies. Section 03 (b). (a) Extend vertically from the foundation to a point 30 _ inches above the roof. . I..... (b) Total width of all openings limited to 25 percent of 17. U~.1e space under the first floor except In Groups R, . the wall length in the story under consideration. DMSIOO 3 and M Occupancies should be enclosed as (c) All openings protected with fire assemblies having a reqUired In Section 1703. lire-resistive rating of one and one-half (three) - - hours. 18. Fire-resistive construction for structural frame elements J... . (d) .Ducts through area separation walls should be in the exten.'or walls should comply with Footnote NO.1 avoided. If allowed. duct penetrations should be pro- of Table No. 17-A and Section . See . tected as required in Section 4306 (j). Section 1702 for definition of structural frame. , Form 200.3 1-15 ~ No. 1 of 6 Sheeta 1 13 19. A weather-resistive barrier should be applied to exterior SPECIAL Oc-CUPANCY REQUIREMENTS walls as specified in Section 1707 (a). Group A ~- 35. A-3 Occupancies should be of one-hour fire-resis~ 20. Enclosures for floor openings should comply with Table construction if located in a basement or above the first '6 No. 17-A. Section 1706. Details should be provided to story. Section 602 (b). clearly indicate this. -- -- - 21. Structural members carrying masonry or concrete walls 36. A-2.1 Occupancies with an occupant load of 1000 or more should be in Type I, II-F.R.. II One-hour. III One- in buildings over one story in height should be protected hour or IV buildin9s. except that the roof framing system with minimum one-hour fire protection. Section 1 708. for one-story portions of buildings of Type II One-hour or Type III One-hour construction may be of unprotectecl construction when such roof framing system is open 10 -- the room and does not contain concealed spaces. Sec- tion 602. J 22. Nonabsorbent finish and backing for toilet room walls and -- - floors should conform with Section 510 (b). 37. Group A assembly rooms having an occupant load of -- 1000 or more shall not be located in the basement 23. Shower stall walls should be finished with a hard, non- unless the basement is located in a building of Type I or absorbent surface to a height of 70 inches above the II.F.R. construction. Section 602 (b). The main entrance drain inlet. Section 510 (b). should front directly upon, or have a 20-foot.wide -- access to. a publiC street at least 20 feet in width. 24. Doors and panelS of shower and bathtub enclosure Section 603. should comply with Section 5406 (d) 5. -- J 38. Light and ventilation should comply with Section 605. -- \1 25. Parapet walls not less than _ inches in height are -- required. Section 1709. 39. A one-hour fire-resistive occupancy separation is -- required between, the boiler or central heating plant 26. Eave overhangs and similar architectural projections where the largest piece of fuel equipment exceeds should comply with Section 1710. 400.000 Btu per hour input and the rest of the building. Section 608. -- --- 40. Exterior openings for rooms containing a boiler or cen- 27. Projections beyond the exterior wall should conform tral heating plant should be protected with three- with the less restrictive of the following: fourths-hour fire-resistive assemblies that are fixed, (a) A point one-third the distance to the property line automatic or self-closing if located below openings in from an exterior wall. Section 504 (b). another story or if less than 10 feet from other doors or (b) A point one-third the distance from an assumed windows in the same building. Section 608. vertical plane located where fire-resistive protection of ~nings is first required due to location of proper- Group E tv. ection 504 (b). 41. Atmospheric separations should comply with Section 802(b). -- -- 28. Envelope ceilings should satisfy the following condi- 42. Use of rooms should be clarified. Note that rooms in tions [Section 4303 (b) 6J: Divisions 1 and 2 Occupancies usedf0r kindergarten, (a) Should not be used to provide fire protection beams first or second grade pupils and Division;3 ,Occupancies and girders supporting more than one floor. shall not be located above the first story. Section 802,(e). (b) Columns should be individually fire protected. (c) Duct and other openings are limited to 100 square -- inches in each 100 square feet of ceiling area. 43. Special-hazard rooms should be separated from other (d) Duct openings should be protected with approved fire dampers. portions of the building by not less than a one-hour fire- (e) Electrical outlet boxes should be of steel and not resistive occupancy separation. Section 802 (d). greater than 16 square inches in area. -- -- 44. One required exit should front directly upon. or have a 29. Gypsum board. lath and plaster and similar ceilings in 2O-foot-wide access to. a public street at least 20 feet in conjunction with fire-resistive assemblies should be width. Section 803. supported at intervals not exceeding 16 inches. Items -- 20 through 25. Table No. 43-<:. 45. Sanitary facilities should be provided in accordance -- with Section 805. 30. Wood striPPin~ or suspended wood systems for gyp- -- sum board, lat and plaster and similar ceilings should 46. Light and ventilation should comply with Section 805. be not less than 2.inch nominal thickness. Section 4704 -- (b). [Section 4703 (b) for wall stripping.] 47. A one-hour fire-resistive occupancy separation is -- required between the boiler or central heating plant 31. Final partition layouts and details should be submitted where the largest piece of fuel equipment exceeds prior to installation to justify compliance with occupan- 400,000 Stuper hour input and the rest of the building. cy, fire-resistive. structural and exit requirements. Section 808. -- 32. JUsti~ng test data in conformance with Section 105 or Group I an Ie 0 research report is required lor . -- 48. Group I, Division 1 Occupancies should be of Type I or 33. Rooms in which rubbish (linen) chutes terminate should Type II-F.R. construction unless complying with the be separated from the remainder of the bUildinrc with a Exception in Section 1002 (b). one.hour occupancy separation. Section 1706 c). -- -- 49. Group I, Division 1 or 2 Occupancies should be of one- 34. Openings into rubbish and linen chutes and terminal hour fire-resistive construction. Table No. S.C. rooms should not be located in exit corridors or stair- -- ways. Section 1706 (c). SO. Light and ventilation should comply with Section , oo5~ ShMt No. 2 of 6 Sheets 14 L- 'IU'".'" . ' .....'f2f.J<;'IfI' ....,...,_ ''J>i"l,: '~~-~".:~~":r-.:_ , 1:-- .'___ '- . ',.- ~~x:-t~~,~ ---- ',.' ~ ,~,i, -. - .~ '" A one-hour fire. resistive occupancy separation is 67. A one-hour fire-resistive occupancy separation is 51- reQuired between the boiler or central heating plant reQuired between the following rooms and the rest of the where the largest piece of fuei l:Iquipment exce!Jds building: . 400,000 Btu per hour input and the rest of the building. (a) Storage or laundry rooms that are within a Group R. ' -~:~: Section 1008. Division 1 Occupancy that are used in common by tenants. Section 1202 (b). -- (b) Rooms containing a boiler or central heating plant in 52. Exterior openings for rooms containing a boiler or cen- a Group R. Division 1 Occupancy. except where ~ tral heating plant should be protected With three. such rooms contain equipment serving only one fourths-hour fire-resistive assemblies that are fixed. dwelling unit. Section 1212. automatic or self-closing if located below openings in another story or if less than 10 feet from other doors or - windows in the same building. Section 1008. 68. Every dwelling unit and guest room should have com. . fort heating facilities as specified in Section 1211. Group B -- 69. Every dwelling unit and every guest room in a hotel or 53. Motor vehicle service stations should be of noncombus- lodging house used for sleeping purposes shall be pro- vided with smoke detectors conforming with U.B.C. . tible, lire-retardant treated wood or one-hour fire-resis- Standard No. 43-6. A smoke detector should be tive construction. Section 702 (b). installed in the basement of dwelling units having a -- stairway which opens from the basement into the ~II- 54. Storage areas in excess of,1 000 square feet in connec- ing. Such detector should be ~nected to a ~ndln~ tion with wholesale or retail sales should be separated device or other detector to provide an alarm which WIt . from the publiC areas by a one-hour fire-resistive occu- be audible in the sleeping area. Section 1210 (a~ pancy separation unless. the ~uilding is equipp.ed - throughout with an automatic spnnkler system. Section 702 (b). Group M . ~ 55. Light and ventilation should comply with Section 705. 70. Group M Division 1 Occupancies are Iimit~ to 1.000 (3000) square feet in floor area and one story In height. 56. Exhaust ventilation at or near floor level is reQuired by Section 1102. Section 705. -- . -- 71. Garal;les should not open directly into a room used for 57. A one-hour fire-resistive occupancy separation is sleeping purposes. Section 1104. reQuired between a boiler room or central heating plant -- where the largest piece of fuel equipment exceeds 72. An approved noncombustible material or asphaltic ~av- 400,000 Btu per hour input and the rest of the building. ing material is required for garage floor surfaces. ec- . Section 708. tion 11 OS. Group R 58. A Group R. Division 1 Occupancy more than two stories EXIT REQUIREMENTS . in height or having more than 3000 square feet above the first story should be of one-hour tire-resistive con- struction throughout except as provided in Section 1705 73. An occupant load sign is required in classrooms. (b) 2. Section 1202 (b~ assembly areas. etc.. having an occupant load of more -- than 50. Section 3302 (c). See 111 59. The following rooms should have exterior glazed open- ings for natural light (openable exterior openings for natural ventilation) as specified in Section 1205 (a). -- 74. Conforming exits are required from the areas below as . specified in Section 3303 (a). -- 50. Mechanical ventilating system in bathrooms should -- provide five air changes per hour directJy to the outside. 75. Exits should have a minimum separation of one-half the . Section 1205 (a~ maximum overall diagonal of the building or area -- served. Section 3303 (c). 61. Exterior openjn~from should not be -- considered as mishing required light or ventilation 76. No point in the building should be more than 150 (200) since they do not open to a yard. court or street in feet from an exterior exit, horizontal exit. enclosed stair- iI accordance with Section 1205 (a). way or exit passageway. measured in the direction of -- travel. Section 3303 (d). 62. Courts bounded on four sides with walls should be at -- least 10 feet in lenl;lth. For courts more than two stories / n. Exit door should swing in the direction of egress. Sec. II in height. the reqUIred width should be increased by 1 ticn 3304 (b). See doors foot and the required length by 2 feet for each additional story. Section 1206 (c). - -- 78. Double-acting doors shall not be used as exits in the i 63. Every sleeping room below the fourth floor should have following locations Section 3304 (b). !II at least one window or exterior door approved for emer. gency exit or rescue. Section 1204. -- -- 64. room should have the minimum ceiling 79. Exit doors should be open able from the inside without height reQUired in Section 1207 (a). J the use of a key, special knowledge or effort. Section - -- 3304 (c). Note also that flush bolts or surface bolts are 65. room should have a minimum floor area prohibited. of _ square feet. Section 1207 (b). -- -- 80. Exit doors should be a minimum size of 3 feet x 6 feet 8 :JI 66. Efficiency dwelling units should comply with Section inches with a door capable of opening 90 degrees. 1208. Section 3304 (e). Sheet No. 3 of 6 Sheets fI 15 1 81. ""-.The net dimension (clear width) at doorways should be 100. Ope".... '" ""_, walb below '" with" 1 0 """ ;; l used in determining exit widths required by Section exterior stairways should be protected with self.:cloSI '" 3303 (b). Section 3304 (e). In consideration of door three-fourths-hour fire'resistiv~ assemblies. Secti~ thicknesses. panic hardware. door SWi~. etc., the 3306 (I). required exit widths have not been furnish . See door -- - J 101. ~nclosed usable space under interior stairways shOUld I -- be protected on the enclosed side as required for one- 1 82. A floor or landing not more than 112 (1) inch below the hour fire-resistive construction. Section 3306 (m). threshold is required on each side of an exit door. Section -- - 3304 (h). 102. Noncombustible exterior stairs are required. Section -- 3306 (n). 83. Doors should not project more than 7 inches into the -- - required corridor width when fully opened or more than 103. Exterior stairs should not project into an area (yards Of one half into the required corridor width when in any courts) where wall openings must be protected. Section position. Section 3305 (d). 3306 (n). -- -- 84. Revolving (sliding) (overhead) doors are not permitted 104. One stairway should extend to the roof. Section 3306 as exit doors. Section 3304 (g). (0). -- --., 85. Exiting through another room does not comply. except 105. Six-foot 6-inch minimum headroom clearance for stair. as provided for in Section 3303 (e). V ways should be indicated on plans. Section 3306 (p~ -- Note that this is from a plane tangent to the stairway 86. Corridors should have a minimum width of 44 (36) tread nosings. inches. Section 3305 (b). -- -- 106. Ramp slopes should not exceed one foot in _ 87. Corridors serving nonambulatory persons should have feet. Section 3307 (c). an 8-foot minimum width. Section 3321 (c). ~ -- 107. Surface of ramps should be roughened or of slip-resistant 88. Dead ends of corridors and exit balconies are limited to materials. Section 3307 (g). 20 feet. Section 3305 (e). -- -- 108. Stairways should be enclosed as specified in Section 89. Walls and ceilings of corridors should be of one-hour 3309. fire-resistive construction. Section 3305 (g). An archi. (a) One (two)-hour fire-resistive walls are required. teclural section through the corridor is necessary to (b) Onlrc exit doors are allowed to open into exit determine how this is accomplished. enc osures. -_. (c) Doors should be labeled one (one and one-half)- 90. Exterior exit balconies cannot project into an area hour fire assemblies. (d) Exit enclosures should include a corridor on the where protected openings are required due to location grounc:l floor extending to the exterior. Fire-resistive on property. Section 3305 (i). construction should be as required lor the exit enclo- - sure, including protected openings. Only exit doors 91. Interior openings into corridors should be protected as are permitted to open into the corridor. specified in Section 3305 (h). (e) An approved barrier is required at the ground floor to - prevent people from accidentally continuing to the 92. ~tairway~ should have a minimum width lower level. inches. Handrails should not project (f) Usable space is not allowed under the stairs. more than 31h inches into the required width on each side. Trim should not project more than l1h inches into - required width on each side. Section 3306 (b). 109. All required exits from the building should be smoke- - proof enclosures complying with Section 3310. ~ 93. Risers on stairways should not be less than 4 inches nor - ~reater than 7 and runs should not be less than 11 inches. 110. Openings into exit courts less than 10 feet wide should ection 3306 (c). be protected. with labeled 45-minute fire assemblies. - Section 3311 (d). Also see "exit court" definition in 94. Landings on stairways should have a dimension in the Section 3301 (b). Openings more than 10 feet above the direction of travel equal to the width of the stairway but court floor are exempt. need not exceed 44 inches lor stairs having a straight run. -- Section 3306 (g). 111. No openings other than required exits are permitted in -- exit passageways. The passageways should be of 95. Doors swinging over landings and in the fully open pasi- _-hour fire-resistive construction. Section 3312 tion shall not reduce the required dimension by more than (a). 7 inches. When a landing serves an occupant load of 50 -- or more, doors in any position shall not reduce the re- L~ Exit illumination and signs should be provided in con- quired dimension to less than one half of its required formance with Sections 3313 and 3314. width. Section 3304 (i). -- 113. Aisle (cross aisle) in auditorium should have a minimum 96. Basement portion 01 stairways should have an width of ' Section 3315 (b). Section 3315 (e). approved barrier where continuous to upper floors in an -- exit enclosure. Section 3306 (h). 114. Panic hardware is required on exit doors servi~ Gr~up -- A Occupancies. Sections 3317 (d) and 3318 (a. In lieu 97. Vertical distances between stairway landings are lim- of this, doors shall have no locks or latches. ited to 12 leet. Section 3306 (i). -- -- 115. Main and side exits in conformance with Section 3317 98. Handrails should be placed not less than 30 inches nor are required for Group A. Division 2 (2.1) (3) Occupan- J more than 34 inches above the tread. Section 3306 (j). eies. Section 3318 (a). Two handrails are required where stairways exceed 44 -- inches in width. 116. Corridors 01 Group E Occupaneies should have a width -- required by Section 3302 plus 2 feet, but not less than 6 J 99. Guardrails for stairs. balconies and landings should feet. Section 331 9 (e~ conform with Section 1711. Note that maximum clear. ance between intermediate rails is 6 inches. Sheet No. ~ of a Sheela 16 '" .-."-<. -'-'_. IN or 117. Each floor above or below the ground floor level of 135. Class 1/1 standpipes ate required in buildings exceeding Group E Occupancies should have no less than two exit 150 feet in height. Table No. 38-A. stairs. Section 3319 (gl. -- .- -- 136. Buildings six stories or more in height should be pro- 118. Exit stairs serving an occupant load of more than 100 in vided with not less than one standpipe during con- a Group E Occupancy should have a minimum clear struction. Section 3806 (b). width of 5 feel. Section 3319 (9). -- - ---- 137. Automatic sprinkler system plans should be submitted ~ 119. Every room with an occupant load exceeding 300 in a to determine compliance with applicable building, Group E Occupancy should have one of its exits into a plumbing and fire codes. separate exit system. Section 3319 (b). -- . 120. When three or more exits are required in a Group E FIREPLACES AND CHIMNEYS Occupancy, no more than two required exits should exit 138. Chimneys should comply with Sections 3703. 3704, into the same exit system. Section 3319 (bl. -- 3705 and 3706. 121. In a Group E Occupancy no point in a room should be - . more than 75 feet to an exit corridor. enclosed stairway 139. Fireplaces and barbecues should comply with Section or exterior of the building. Section 3319 (cl. 3707. - 122. Exiting through adjoining rooms in a Group E Occupan- cy should comply with Section 3319 (dl. FINISH WORK -- 123. Panic hardware is required on exit doors serving rooms j 140. The interior wall and ceiling finishes should be specified containin~ or more occupants and in corridors of and comply with Table No. 42-8 and Section 4203. Group E pandes. Section 3319 fi). -- -- 141. Gypsum wallboard (interior lath and plaster) cannot be 124. All required exterior exit doors in a Group I Occupancy installed on weather.exposed surfaces. Sections 4705, shall open in direction of exit travel. Section 3321 (a). 4711. See Section 424 for definition of weather- -- exposed surface. 125. Ooor$ from bedrooms and wards of Group I Occupan. -- cies and all exit openin~s where nonambulatory 142. Skylights should comply with Chapter 34. Plastic sky- patients are housed should ave a minimum clear width lights are allowed only under conditions specified in of 44 inches. No projections in this width are allowed. Section 5207. Section 3321 (b). -- -- j 143. Glass and glazing should comply with Chapler 54. Type 126. Panic hardware is ~ired on exit doors serving more and thickness of glass should be specified. than 50 occupants in roup I Occupancies unless there -- is no latch or lOCk. Section 3321 (t). .J 144. Glass and glazing subject to human impact should - comply with Section 5406. FLOOR, ROOF CONSTRUCTION. COVERING, SKYLIGHTS, , ROOF STRUCTURES STRUCTURAL 127. Draftslopping as specified in Section 2516 (f) 4 A shall be provided within a concealed floor-<:eiling assembly 145. Special inspection in conformance with Section 306 is formed of combustible construction. required. - -- 128. Draftstopping as specified in Section 2516 (f) 4 a shall 146. Soil classification in conformance with Table No. 29-B be provided within attics. mansards, overhangs and and pounds per square foot soil bearing similar concealed spaces formed of combustible value used in design should be specified on plans. construction. Section 2905. -- -- 129. Roof drainage should be conducted under the public 147. The foundation investigation report mentioned in plans sidewalk. Section 3207 (e). was not included in data forwarded to us. It should be -- submitted for review. 130. Overflow drains having the same size as roof drains and -- on independent drain lines are required. In lieu of this. 148. All masonry or concrete elements resisting seismic o~rflow scuppers three times the size of root drains forces should qualify as reinforced elements. Section should be installed in parapet walls. Overflow system 2312 U) 2 B. should have inlets located 2 inches above the low points -- of the roof. Section 3207 (c). 149. Precast concrete wall panels should be justified for -- compliance with Section 2616 (cl. 131. The aggregate area of penthouses and other root struc- -- lUres cannot exceed 33'f.l percent ot the supporting roof 150. Wood members may support loads from masonry or area. Section 3601 (b). concrete only under the conditions specified in Section 2515 (a). AUTOMATIC SPRINKLER SYSTEM -- 151. Structural calculations should be submitted to justify 132. An approved automatic sprinkler system in the _ the adequacy of the structural system in resisting seis- --is required. Section 3802. This includes blind mic and wind loads. and supporting dead and live spaces enclosed wholly or partly by combustible loads. This includes foundations. construction. -- 152. JuStifying calculations and details should be provided 133. Class I or III standpipes are required In sprinklered build- for ings four or more stories in height. Table No. 38-A. -- -- 134. Class II standpipes are required as specified in Table 153. Roofs shall be deSi~ned for snow loads of No. 38-A. pounds per square 00. Section 2305 (d). ~ Sheet No. 5 of 6 Sheet. 17 154. The roof should be designed for uplift wind pressures 166. Welding data or details for steel decking used as a ;;- with due consideration for lateral support of compres. p~ragm sh~!Jld be provided. Information Shdtlld'cOm:; sion flanges of flexural members. WIth a spectflc ICBO evaluatiOn report or test data submit -- ted in compliance with Section 105. . 155. Floor load should consider a 2O-pound-per-square-foot -- partition load. Section 2304 (d). 167. Details ~hould be. p~ided on roof (floor) diaphrag;- -- connections that indicate how the shears are trans 156. Marquees (residential balconies) should be designed ferred to ~rti~! she~r'resisting elements. Connection~ for a 6O-pound-per.square-foot live load. Table No. 23- should be Justtfied WIth structural calculations for com- A. pliance with allowable values. -- -- - 157. Garages for the storage of private pleasure cars should 168. Nailing for gypsum board (lath. sheathing board) used be designed for a minimum 2000-pound wheel load. structurally on shear walls should be specified to com. Section 2304 (c~ ply with Table No. 47-1. -- -- - 158. Live load reductions should comply with Section 2306. 169. Shear walls utilizing gypsum board (lath. sheathing -- board) cannot be used to resist loads imposed by 159. Glued-laminated lumber should be fabricated in aceor- masonry or concrete walls. Footnote 1, Table NO.4 7-\. dance with Section 2511 (f). -- ~- 170. Railin~s should be deSi~ned to withstand a 20- (50-) 160. Allowable stress in glued-laminated members over 12 poun -per-foot horizonta force. Table No. 23-B. inches in depth should consider a depth reduction fac. -- tor. Section 2511 (d) 5. 171. Ceiling framing should be designed for a live load of not -- less than 10 (20) pounds per square foot. Table No. 23- 161. Bolted connections exposed to the weather are limited B. to 75 percent of the allowable load under protected -- conditions. Where always wet, the allowable load shall 172. Interior partitions should be justified structurally for be 67 percent of the allowable load under protected stren~th and deflection criteria specified in Section conditions. U.B.C. Standard No. 25-17. Table No. 2309 b). 25-17-S. -- -- 173. should comply 162. Anchora~e of concrete and masonry walls should com- with a specific ICBO evaluation report or justifying test ply with ection 2310. data should be submitted in compliance with Section 10S. -- 163. Plywood grades should conform with Table No. 25-8. -- -- 174. Plans should indicate that foundations extend below the 164. Justification is required that sufficient slope or camber is frost line. -- available to assure adequate roof drainage after long- 175. Provide complete specifications in conformance with time deflections. In lieu of this, roofs must be designed for possible ponding of water. Section 2305 (f). I the design for -- 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 thai all tendons should comply with Section 4303 (c) 3 for fire-resistive I purposes. Additional Corrections: These sheets are a part of the plans and shall remain attached thereto. Corrections as above indicated will be complied with. 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