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HomeMy WebLinkAbout5601 No. 5601 GAKIgELD COUNTY BUILDING, SANI M TION and PLANNING DEPARTMENT 109 Slh Street Sui lc 303 Glenwood Springs, Colorado 81601 (303) 945 -8212 Job Address 5131 County Road 335, New Castle Nature of Work 411 Building Permit Use ufllu8dlrt Addition to Church Owner Apple Tree Community Church Contractor Daybreak Construction Amount of Permit S 683.93 D ate July 17, 1995 Permit: 414.50 Plan : 269.43 Paid $269.43 S. Archuleta .'s•;_- moo` Clerk ' t BUILDING PERMIT APPLICATION GARFIELD COUNTY, COLORADO Applicant to complet ll e numbered spaces only. PERMIT NO. 54 PAR CEL/SCHED NO. -/ JOS ADDRESS I B ( c i2t .42 s 14 bo C c - r c 1 LEGAL LOT NO. BLOCK SUBDMSION Ap� ? . DESCR. 7s� ' _ _ wry rr� 2 OWNER r- p rio!— I?l 11 warn ADDRESS r n y` ' r 1 � ` 3 CONTRACTO ;:‘T ; L _�' ADDRESS sj st ", . lit EWSLICENSE NO. r 4 ARCHITECT OR DESIGNER / LL . I . ADDRESS PH. LICENSE NO. 5 ENGINEER ' - -(' --- r " ADDRESS PH. LICENSE NO. 6 S.F OF BUILDING ^ 1 . 0 S.F OF LOT HEIGHT j� NO, OF FLOORS USE OF BUILDING C ���! 8 CLASS OF WORK: 0 NEW ` ODITION oALTERATION o REPAIR o MOVE o REMOVE /'• 1 , 9 DESCRIBE WORK: j f Vim ' ((J *sc� I E _. P $ ! i ! LL / / s 0 ` • -' - '' _ _ - --G ` , DO �I 'Jn.W)t V 1 ✓✓YY.,� [� / �)n �' •` E SEWAGE DISPOSAL PERMIT SITE PLAN ICY Ir aai d -- i / lip 11 VALUATION OF WORK: $ Z e7�/ DJUSTED VALE 50 Z OOO — PLAN CHECK FE 2(O Q (J PERMIT FEE VIZ _5 y SPECIAL CONDITIONS: SCHOOL IMPACT FEE NO, OF BUILDINGS ON USE OF BUILDINGS NOW ON pp p /J PARCEL /� �/ PARCEL / TOTAL FEE ;� p1 I OCC. GR" �• _ Z CONST. TYPE /`i NOTICE WATER SUPPLY DATE PERMIT ISSUED "7,, SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL PLUMBING, HEATING, SPECIAL APPROVALS REQUIRED RECOVER NOT REQUIRED VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS ZONING / NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK I5 SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. - HEALTH DEPT. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW F�C' [r THE SAME TO BE TRUE AND CORRECT, ALL PROVISIONS OF LAWS AND ORDINANCES FIRE DEPT. v L4 � I'f GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE SOIL REPORT AUTHORITY 0 VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL • REGULATING CONSTRUCTION OR THE P RFO MANCE OF SETBACKS CONSTR4 T •N. (Date) ; 7 1 ' j Signature •y°"'� ,d ontractor or authorize. FLOOD HAZARD 9 ; dig -.Tan• un erstood notice above. /,:2!, ^ .. 3 1 � r �'���'�� MANUF. HOME ,• 9 D•p.'ment Approve/date J •' In9 Department Approval /date OTHER • AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND /OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garform.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE I IAL W • -, GARFIELD COUNTY BUILDING AND PLANNING NOTICE A COPY OF THIS PLAN REVIEW IS ATTACHED TO THE OWNER'S OR CONTRACTOR'S COPY OF THE APPROVED PLANS. THIS PLAN REVIEW IS PROVIDED IN CONJUNCTION WITH OR IN PLACE OF REDLINING THE APPROVED PLAN. IT IS THE RESPONSIBILITY OF THE OWNER AND /OR THE CONTRACTOR TO CLOSELY REVIEW THE PLAN REVIEW AND VERIFY THAT ALL CORRECTIONS NOTED ARE BROUGHT INTO COMPLIANCE WITH CODES ADOPTED BY GARFIELD COUNTY. THE ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A. PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF ANY CODE, ORDINANCE OR RESOLUTION OF GARFIELD COUNTY. PERMITS. PRESUMING TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF CONSTRUCTION CODES OR OTHER ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY SHALL NOT BE VALID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE CHIEF BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA, OR FROM PREVENTING BUILDING OPERATIONS BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF CODES, ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY. (Authority under the 1988 Uniform Building Code Section 303 (c). titled: Validity of Permit.) THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED IER DOES NW CUNS'lITU'IE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS CS EGIF ICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. . o ENTS AND NOTATIONS ARE INTENDED TO CONSTRUCTIVE AND IN \ 5' PPO,�T OF THE OWNERS INTEREST: 4%410,F n. e ituildin g Official t PRNOTICE ' CCAMPON1a: 1098TH STREET, SUITE 303 • 945 8212/625- 5571/285 -7972 • GLENWOOD SPRINGS, COLORADO 81601 ■ - -- - -----______ -- __ • ea fiptitcrfirt __ .... 4 9 , 4.1 ,. • -""") 1,(,' J.:.■ Hi effriSteel it- regoot ,', .r.:.iL-:..., lt „ : , •: ,,,,, , , .r.,.- ,, r: .- (:,;;;.-' ;,'. ■,1,..;':1,,7 I: ,1 -4? i....t,7 Cop 1177 1 i !yee:::; I,(.;:y , 110 1 ?11 1 .:Cirseg ')in:)us easy ..1 ...,...„4,.,,,,:id, Page ol 1 i k . : 1 r t Garfield County Building & Planning Department 109 Eighth Street, Suite 303 Glenwood Springs, CO 81601 (303) 945-8212 Plan review based on the 1988 Uniform Building Code Project Number: Name: Appletree Community Church Address: 5131 County Road 335, Near New Castle. Date: July 13, 1995 Contractor: Daybreak Const. Occupancy: A3,E1;B2,E1 Architect: None indicated. Type of Const: V -N,V -N Engineer: Brian Kurtz 18744 Plans Examiner: Art Hougland Report created using Plan Analyst software by b w & a. (719) 599 -5622 Portions of the material contained in this program are reproduced from the Uniform Building Code ( 1988 edition) with permission of International Conference of Building Officials # SHEET IDENTIFICATION _- CORRECTION REQUIRED 1 Site Site plan stamped stamped and signed by an Architect or Engineer registered in this state. -- Sec. 302.(b) 2 Section Not indicated on plan: Provide attic ventilation that complies with section 3205.(c) 3 Section Not indicated on plan: Provide an attic access (22X30 min) to each attic area. -- Sec. 3205.(a) 4 NIC Under Existing stairs: This area is required to have an automatic sprinkler system. -- Sec. 3802. 5 Pg 2 Existing class room: The plans should indicate that a maximum occupant of 72 is to be posted in this area. Sec. 3302.(c) 6 Pg 2 No fire alarm indicated: Pr vide an approved fire alarm system. -- Sec. 809. 9 /a4ts' Sv' Z eeve/- Free Cv,cs= je / o4 7.Z°e� AlOw S., s dr id F/'t ,t- e1 7 Pg 1 &2 No information provided: All storage and janitor closets are required to be of lhr construction. -- Sec. 802.(c) 8 Pg 1 Existing Church /assembly: The plans should indicate that a maximum occupant load of 206 is to be posted in this area. Sec. 3302.(c) 9 S.W.sec. Unclear in basement: The area separation wall does not comply with 2 hr construction. -- Section 505.(e)1. and Table 43 -B. Page # 2 Required corrections for: Project Id:..Appletree Community Church Address: 5131. County. Road 335, Near New Castle. # SHEET .IDENTIFICATION CORRECTION REQUIRED = 10 Section Not indicated onplan: The ceiling of the basement is required to be a 1hr assembly. -- Section 1703. Garfield County Building & Planning Department 109 Eighth Street, Suite 303 Glenwood Springs, CO 81601 (303) 945 -8212 Plan analysis based on the 1988 Uniform Building Code Project Number: Name: Appletree Community Church Address: 5131 County Road 335, Near New Cast lentra D ate: Jul 13, 1 Const. Occupancy: A3,E1;B2,E1 Architect: None indicated. Type of Const: V -N,V -N Engineer: Brian Kurtz 18744 Plans Examiner: Art Hougland NOTE:The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1988 UBC. It is . a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599 -5622 Portions of the material contained in this program are reproduced from the Uniform Building Code ( 1988 edition) with permission of International Conference of Building Officials SECTION # 1 SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Separation wall 0.0 Feet 0.0 Feet EAST Public way 40.0 Feet 30.0 Feet SOUTH, Public way 45.0 Feet 35.0 Feet WEST Public way 64.0 Feet 52.0 Feet Area increased 50.00% for open area on 3.sides. FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Church /assembly area A3 ok 1440 9000 0.16 ok TOTAL FOR FLOOR 1440 9000 0,16 ok B Class Room(existing) El ok 1440 13650 0,11 ok TOTAL FOR FLOOR 1440 13650 0.11 ok BUILDING TOTAL 1440 9000 0.16 ok Page # 2 Code review for: Project Id.: Appletree Community Church Address: 5131. County Road 335, Near New Castle. The actual height of this building is 15.0 feet. The maximum height of the building is 40.0 feet. -- .Table 5 -D FOR SECTION #.1 EXTERIOR WALL FIRE. RATINGS AND OPENING PROTECTION Table 17 -A & Table 5 -A NORTH EAST SOUTH WEST OCC BRG NON -BRG OPNG BRG NON -BRG OPNG BRG NON -BRG OPNG BRG NON -BRG OPNG WALL WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT A3 S.W.* S.W.* S.W. lhr lhr None lhr lhr None Ohr Ohr None El S.W.* S.W.* S.W. Ohr Ohr None Ohr Ohr .None Ohr Ohr None The exterior walls may be of COMBUSTIBLE material. Sec.2201. None -- No fire protection requirements for openings. Prot -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. Sec.2203.(b) & Table 5 -A. Maximum single window size is 84 sq.ft with no dimension greater than 12 feet. -- Sec. 4306.(h) NOP -- Openings are not permitted in this wall. * -- These walls may be required to have a parapet wall 30 inches iyeww above the roofing. The parapet wall is required to have the same /ire4D fire rating as the wall. See section 1709. for details and exceptions. OTHER BUILDING ELEMENTS Table 17 -A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Any 0 hr Interior nonbrg wall Any 0 hr Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr See footnote #1 Floor /Ceiling Assembly Any 0 hr Roof /Ceiling Assembly Any 0 hr Stairs Any None FOOTNOTES: 1) Minimum on exterior side also based on exterior brg. wall requirements. 17) The ceiling of the basement is required to be protected with lhr fire- n resistive construction and doors to basements are required to be of at noncombustible construction or 1 3/4 inch S.C. wood. -- Sec. 1703. DRAFT STOPS: If there is combustible construction in the roof /ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 2516.(f)4.B.(iii) r < Page # 3 Code review for: Project Id.: Appletree Community Church Address: 5131 County Road 335, Near New Castle. OCCUPANCY SEPARATIONS A3 -E1 Ohr ADDITIONAL SEPARATIONS FOR A3 OCCUPANCY: A lhr occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 608. FOR El OCCUPANCY:. A lhr occupancy separation is required around rooms containing a. boiler or central heating unit greater than 400,000 BTU input. -- Sec. 808. Storage and janitor closets are required to be of lhr fire - resistive construction.. -- Sec. 802.(c) Laboratories and vocational shops containing hazardous materials cover by Chapter 9 are required to be separated from the rest of the building by not less than a 1 hr occupancy separation. -- Sec. 802.(d) SECTION # 2 SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 80.0 Feet. 80.0 Feet EAST Public way 40.0 Feet 30.0 Feet SOUTH Separation wall 0.0 Feet 0.0 Feet WEST Public way 59.0 Feet. 47.0 Feet Area increased 50.00% for open area on 3 sides. FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Class Room El ok 672 13650 0.05 ok TOTAL FOR, FLOOR 672 13650 0.05 ok B Unfin. basement B2 ok 672 12000 0.06. ok TOTAL FOR FLOOR 672 12000 0.06 ok BUILDING TOTAL 672 13650 0.05 ok ' r Page # 4 Code review for: Project Id.: Appletree Community Church Add -ss: 5131 County Road 335, Near New Castle. The a ual height of this building is 15.0 feet. The max height of the building is 40.0 feet. -- Table 5 -D FOR SECT •N # 2 .TERIOR WALL FIRE RATINGS AND OPENING PROTECTIO Tale 17 -A & Table 5 -A NOR . EAST SOUTH WEST OCC BRG NON -BR OPNG BRG NON -BRG OPNG BRG NON-Br OPNG BRG NON -BRG OPNG WALL WALL. PROT WALL WALL PROT WALL. W PROT WALL WALL PROT B2 Ohr Ohr N• e Ohr Ohr None S.W.* S. S.W. Ohr Ohr None El Ohr Ohr No - Ohr Ohr None S.W.* .W.* S.W. Ohr Ohr None The exterior walls ma be of COMBUSTIBLE mater'al. Sec.2201. None -- No fire protection requirements for openings. Prot -- Openings are to .b- protected with /4 hr fire assemblies. 50% of the area of the w =11 maximum. S= .2203.(b).& Table 5 -A Maximum single window siz is 84 sq.ft ith no dimension greater than 12.feet. -- Se .4306.(h NOP -- Openings are not permi ted in is wall. * -- These walls may be requ ed t - . have a parapet wall 30 inches above the roofing. The parapet .al- is required to have the same fire rating as the wall. See sec .on 1709. for details and exceptions. OTHER BUILDING E ME IS Table 17 -A ELEMENT MATER RATING NOTES Interior Bearing wall An • hr Interior nonbrg wall A. 0 Structural Frame y 0 h Exterior Struct Frame Any 0 hr See footnote #1 Floor /Ceiling Assembly Any 0 hr Roof /Ceiling Assembly Any 0 hr Stairs Any None FOOTNOTES: 1) Minimum on exter'•r side also based on exterior arg. wall requirements. 17) The ceiling of , e basement is required to be pro. -cted with lhr fire - resistive cons ruction and doors to basements are - quired to be of noncombustibl_ construction or 1 3/4 inch S.C. wood. -- Sec. 1703. DRAFT STOPS: If there is c• •ustible construction in the roof /ceiling ass = HO ly, draft stops shal be installed so that the area of concealed spac does not exceed 3066 square feet and so that the horizontal dimension •etween stops does not -xceed 60 feet. -- Sec. 2516.(f)4.B.(iii) 1444-4 ?Pt Page # 5 Code review for: Project Id.: Appletree Community Church Address: 5131 County Road 335, Near New Castle. OCCUPANCY SEPARATIONS B2 -E1 lhr ADDITIONAL SEPARATIONS FOR B2 OCCUPANCY: A lhr occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 708. Laboratories and, vocational shops containing hazardous materials Cover by Chapter 9 are required to be separated from the rest of the building by not less than a 1 hr occupancy separation. -- Sec. 702.(b) 3. FOR El .00CUPANCY: A lhr . occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. Sec. 808. Storage and janitor closets are required to be of lhr fire - resistive construction Sec. 802.(c) Laboratories and vocational shops containing hazardous materials cover by Chapter 9 are required to be separated from the rest of the building by not less than a 1 hr occupancy separation. -- Sec. 802.(d) For Section # 1 EXIT REQUIREMENTS: FL NAME OCCUPANT NUMBER EXIT PANIC RATED DOOR NOTES LOAD REQUIRED WIDTH [ft.] HDWR CORRIDOR SWING 1 Church /assembly area 206. 2 4.1 Yes Yes Out #4 TOTAL 206 2( 2) 4.1( 4.1) Yes Yes Out #4 B Class Room(existing) 72 2 1.4 Yes Yes Out #12 TOTAL. 72 2( 2) 1.4( 4.1) Yes Yes Out #12 ' Rated corridors are to have lhr fire protection on both sides of walls and ceiling. -- Sec. 3305.(g). Openings are required to be protected. -- Sec. 3305.(h) In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 3303.(c) Ekit signs are required from all areas serving an occupant load of 50 or more. -- Sec. 3314.(a) Door swing is based on Sec. 3304.(b) except as noted. Occupant, load is based on Table 33 -A. Number of exits is based on Table 33 -A except as noted. Exit width is based on Sec. 3303.(b). r r • Page # 6 Code review for: Project Id.: Appletree Community Church Address: 5131 County Road 335, Near New Castle. FOOTNOTES: 4) Panic hardware is based on Sec. 3318.(a). See exception for A-3 occupancies . and churches. 5) Panic hardware is required from rooms with an occupant load of 50 or more and from corridors. -- Sec. 3319.(j) 12) All corridors are required to be rated unless all rooms used for instruction have one exit directly out to grade and assembly rooms have 1/2 of the required exits to exterior. -- Sec. 3319.(e) exc. HANDICAPPED ACCESS: 1) Handicapped access is required to at least one primary entrance to this building. -- Sec. 3301.(e) & Table 33 -A See Table 33 -A for exceptions for the basement. 2) If a ramp is used for handicapped access, the max slope is 1:12. -- Sec 3307.(c) STAIR NOTES: The maximum rise of a step is 7 inches and the minimum run is 11 inches. -- Sec. 3306.(c) The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 49. -- Sec. 3306.(b) See section 3303.(b) when occupant load is greater than 183. Provide handrails on both sides of a stairway 34 to 38 inches above the nosing. (May be on one side if .less than 44 inches wide) -- Sec. 3306.(j) Provide a guard rail where drop off is greater than 30 inches. Minimum height = 42 inches, . maximum opening, size = 6 inches. -- Sec. 1711. The minimum headroom is 6 ft.- 8 inches. -- Sec. 3306.(p) Enclosed usable space under the stairs is required to be protected as required for'lhr fire - resistive construction. -- Sec. 3306.(m) Provide a. landing within 1 inch (1/2 inch at doors used for handicap access) of the threshold. -- Sec. 3304.(h) The minimum width is same as door width and the minimum length is 44 inches. - -.Sec. 3304.(i) The maximum travel distance in this building is 150 feet. -- Sea. 3303.(d) ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 32 -A 2) See section 3204. and ICBO research reports for requirements. ' • Page # 7. Code review for: Project Id.: Appletree Community. Church Address: 5131 County Road 335, Near New Castle. AREA SEPARATION WALL REQUIREMENTS: 1) The area separation wall is required to be a 2 hr fire assembly. Sec. 505.(e)1. 2) If the building has a projection with congealed space at the area separation wall, lhr protection is required on the projection and the exterior wall .each side of the area separation wall equal to the depth of the projection. -- Sec., 505(e)2. . 3) If the area separation wall terminates at an inside corner, see ICBO article in 'Building Standards' Sep /Oct.1982 for requirements. 4) A 30 inch high parapet wall is required above the roofing. -- Sec.505.(e)3. See exceptions for alternate protection at roof. AUTOMATIC. SPRINKLER SYSTEMS: An automatic sprinkler system is required in enclosed usable areas above or below stairs. -- Sec. 3802.(c)4. An automatic sprinkler system is required in enclosed usable areas above or below stairs. -- Sec. 3802.(e)2. If there are 100 or more sprinklers, the automatic sprinkler system shall be supervised by an approved central, proprietary, or remote station service or a local alarm which will give an audible signal at a constantly attended location. -- Sec. 3803. STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 38 -A A hose is not required. -- Table 38 -A FOOTNOTES: 1) The location is to be per Sec. 3805.(c),(d),and /or(e) 4) If the total occupant load for the ' 'ng is greater than 1000, then a class II standpipe with a hose is req -- Table 38 -A WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 4204.(a) and Table 42 -B. 2) Carpeting on the ceiling is required to have a C1a s I flame spread rating. -- Sec.- 4204.(b) 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 42 -2 -- Sec. 4205. INSULATION NOTES: 1) All insulation material including facings are required to have a flame - spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 1713.(c) exc. #2 2) Foam plastic insulations are required to be protected. -- Sec. 1712. ` Page # 8 Code review for: Project Id.: Appletree Community Church Address: 5131 County Road 335, Near New Castle. GLAZING REQUIREMENTS: 1) All glazing in hazardous locations is required to be of safety glazing material.- - 5406.(d) ADDITIONAL REQUIREMENTS: For A3 occupancy Permanent platforms shall be constructed of materials as required for the building type of construction. -- Sec. 3902. If the area under the platform is used for any purpose (including storage) other than equipment wiring or plumbing, then the floor construction shall be not less than 1 hour fire resistive. -- Sec. 3902. Floor -lst Occupancy- Church /assembly area The capacity of this area is required to be posted at 206 occupants. -- Sec. 3302.(c) For El occupancy All corridors serving an occupant load more than. 100 are required to be the required width plus 2 feet but not less. than 6 feet. -- Sec, 3319.(e) In all areas customarily occupied by humans, provide natural or artificial light and ventilation. -- Sec. 805. ( Provide an approved fire alarm system. -- Sec. 809. A fenced in area without unlocked gates must have a dispersal area greater than 50 feet from the building. -- Sec. 3319.(k) Rooms for kindergarten, first and second grade pupils are not . permitted in basements or on floors above the first story. -- Sec. 802.(c) The minimum corridor width is the width required in section 3303 plus 2 feet, but not less than 6 feet. -- Sec. 3319.(e) Floor -BSMT Occupancy -Class Room(existing) The capacity of this area is required to be posted at 72 occupants. -- Sec. 3302.(c) r Page # 9 Code review for: Project Id.: Appletree.Community Church Address: 5131 County Road 335, Near New Castle. If water fountains are provided, one must have a spout within 33 inches of the floor and up -front controls. -- Sec. 511.(c) HANDICAPPED TOILET FACILITIES: 1) All doorways leading to.a toilet room for handicapped are required to provide 32 inches clear width.. -- Sec. 511.(a) 2) Provide 44 inches clear on each side of doorways. -- Sec. 511.(a) 1. 3) Provide a 60 inch diameter clear area within the toilet room(s). Sec.511.(a)2. 4) Provide a clear area 42 inches wide and 48 inches long in front of at least one water closet. If in a compartment and door is on the side, provide a clear access width of 34 inches. Door may not encroach into clear area. -- Sec. 511.(a)3. 5) A 48 inch access width is required to the handicapped compartment. Sec. 511.(a)3. 6) Grab bars are required behind and on one side or on both sides of handicapped water closet. Side bar is required to be 42 inches long (min) and extend 24 inches in front of water closet. Rear bar is to be 24 inches long in a room or 36 inches long in a compartment. The top of the bars are to be 33 to 36 inches above the floor. -- Sec. 511.(a)5. 7) Provide a clear area under at least one lavatory. 30 inches wide X 29 inches high X 17 inches deep minimum. -- Sec. 511.(b)1. 8) The bottom of one mirror, opening of a towel fixture, and disposal fixture is required to be within 40 inches of the floor. -- Sec. 511.(b)2. &3. 9) The top of the seat on the water closet is required to be 17 to 19 inches above the floor and cannot be sprung to return to the lifted position. -- Sec. 511.(a)4. For Section # 2 EXIT REQUIREMENTS: FL NAME OCCUPANT NUMBER EXIT PANIC RATED DOOR NOTES LOAD REQUIRED WIDTH [ft.] HDWR CORRIDOR SWING 1 Class Room 34 1 0.7 No Yes N/R #12 TOTAL 34 1( 1) 0.7( 0.7) No Yes N/R #12 B Unfin. basement 2 1 0.0 No No N/R TOTAL 2 2( 2) 0.0( 0.7) No No N/R #2 Page # 10 Code review for: Project Id.: Appletree Community Church Address:; 5131 County Road 335, Near New Castle. Rated corridors are to have lhr fire protection on both sides of walls and ceiling. -- Sec. 3305.(g) Openings are required to be protected. -- Sec. 3305.(h). in areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 3303.(c) Door swing is based on Sec. 3304.(b) except as noted.. Occupant load is based on Table 33 -A. Number of exits is based. on Table 33 -A except as noted. Exit width is based on Sec. 3303.(b). FOOTNOTES: 2) Basements and floors above the 2nd floor are required to have 2 exits. - Sec. 3303.(a). See Exceptions 12) All corridors are required to be rated unless all rooms used for instruction have one exit directly out to grade and assembly rooms have 1/2 of the required exits to exterior. -- Sec. 3319.(e) exc. HANDICAPPED ACCESS: 1) Handicapped access is required to at least one primary entrance to this building. -- Sec. 3301.(e) & Table 33 -A See Table 33 -A for exceptions for the basement. 2) If a ramp is used for handicapped access, the max slope is 1:12. -- Sec 3307.(c) STAIR NOTES: The maximum rise of . a step is 7 inches and the minimum run is 11 inches. - - Sec. 3306.(c) The minimum width of a stairway is 36. inches, 44 inches if the occupant load is . greater. than 49. -- Sec. 3306.(b) See section 3303.(b) when occupant load is greater than 183. Provide handrails on both sides of a stairway 34 to 38 inches above the nosing. (May be on one side if less than 44 inches wide) -- Sec. 3306.(j) Provide a guard rail where drop off is greater than 30 inches. Minimum height = 42 inches, maximum opening size = 6 inches. -- Sec.. 1711. The minimum headroom is 6 ft.- 8 inches. -- Sec. 3306.(p) Enclosed usable space under the stairs is required to be protected as required for lhr fire - resistive construction. -- Sec. 3306.(m) Provide a landing within 1 inch (1/2 inch at doors used for handicap access) of the threshold. -- Sec. 3304.(h) The minimum width is same as door width and the minimum length is 44 inches. - - Sec. 3304.(i) The maximum travel distance in this building is 150 feet. - - Sec. 3303.(d) Page # 11 Code review for: Project Id.: Appletree Community Church Address: 5131 County Road 335, Near New Castle. ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. Table 32 -A 2) See section 3204. and ICBO research reports for requirements. AREA SEPARATION WALL. REQUIREMENTS: 1) The area separation wall is required to be a 2 hr fire assembly. - Sec. 505..(e)1. 2) If the building has a projection with concealed space at the area separation wall, lhr protection is required on the projection and the exterior wall each side of the area separation wall equal to the depth of the projection. -- Sec. 505(e)2. 3) If the area separation wall terminates at an inside corner, see ICB0 article in 'Building Standards' Sep /Oct 1982 for requirements. 4) A 30 inch high parapet wall is required above the roofing. -- Sec.505.(e)3. See exceptions for alternate protection at roof. AUTOMATIC SPRINKLER SYSTEMS: An automatic sprinkler system is required in enclosed usable areas above or below stairs. -- Sec. 3802.(e)2. If there are 100 or more sprinklers, the automatic sprinkler system shall be supervised by an approved central, proprietary, or remote station service or a local alarm which will give an audible signal at a constantly attended location. -- Sec. 3803. STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 38 -A A hose is not required. -- Table 38 -A FOOTNOTES: 1) The location is to be per Sec. 3805.(c),(d),and /or(e) WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 4204.(a) and Table 42 -B. 2) Carpeting . on the ceiling is required to have a Class I flame spread rating. -- .Seca 4204.(b) 3) Textile wall coverings shall. have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C.. Standard No. 42 -2 -- Sec. 4205. Page # 12 Code review for: Project Id.: Appletree Community Church Address: 5131 County Road 335, Near New Castle. INSULATION NOTES: 1) All insulation material including facings are required to have a flame - spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 1713.(c) exc. #2 2) Foam plastic insulations are required to be protected. -- Sec. 1712. GLAZING REQUIREMENTS: 1) All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 5406.(d) ADDITIONAL REQUIREMENTS: For B2 occupancy In all areas customarily occupied by humans, provide natural or artificial light and ventilation. -- Sec. 705. For El occupancy All corridors serving an occupant load more than 100 are required to " be the required width plus 2 feet but not less than 6 feet. -- Sec. 3319.(e) In all areas customarily occupied by humans, provide natural or artificial light and ventilation. -- Sec. 805. Provide an approved fire alarm system. -- Sec. 809. A fenced in area . without unlocked gates must have a dispersal area greater than 50 feet from the building. -- Sec. 3319.(k) BOOMS for kindergarten, first and second grade pupils are not O4 permitted in basements or on floors above the first story. -- Sec. The minimum corridor width is the . width required in section 3303 plus 2 feet, but not less than 6 feet. -- Sec. 3319.(e) • Page # 13 Code review for: Project Id.: Appletree Community Church Address: 5131 County Road 335, Near New Castle. Floor -lst Occupancy -Class Room. If water fountains are provided, one must have a spout within 33 inches of the floor and up -front controls. -- Sec. 511.(c) HANDICAPPED TOILET FACILITIES: 1). All doorways leading to a toilet room for handicapped are required to provide 32 inches clear width. -- Sec..511.(a) 2) Provide 44 inches clear on each side of doorways. -- Sec. 511.(a) 1. 3) Provide a. 60 inch diameter clear area within the toilet room(s). - Sec.511.(a)2. 4) Provide a.clear area.42 inches wide and 48 inches long in front of at least one water closet. If in a compartment and door is on the side, provide -a clear,access width of 34 inches. Door may not encroach into clear area. -- Sec. 511.(a)3. 5) A 48 inch access . width, is required to the handicapped compartment. Sec. 511.(a)3. 6) Grab bars are required behind and on one side or on both sides of handicapped water . closet. Side bar is required to be 42 inches long (min) and extend 24 inches in front of water closet. Rear bar is to be 24 inches long in `a room or 36 inches long in a compartment. The top of the bars are to be 33 to 36 inches above the floor. -- Sec. 511.(a)5. 7) Provide a clear area under at least one lavatory. 30 inches wide X 29 inches high X 17 inches deep minimum. -- -Sec. 511.(b)1. 8) The bottom of one mirror, opening of a towel fixture, and disposal fixture is required to be within 40 inches of the floor. -- Sec. 511.(b)2. &3. 9) The top of the seat on the water closet is required to be 17 to 19 inches above the floor and cannot be sprung to return to the lifted position. -- Sec. 511.(a)4. 1$l V I r nllltl / flI " � / /rl P _ t � o W a ter' 1 it --------1 I f ' • fLJ ( ) L \„ I11 C� I III I S , m , 2 , ( ) V IE ' , r r m: N ' n 1 / , • / / 1 1 / \ N\ \ 5 ... ...... . _ • .. F • v - _ _ _ --1 t tf c . ("ct 111 01)/ o t, a\._ ' k j , is fl I I lir' - ' Ly nn 7 K. � \�S.:- 11 �S� : -• I' . _ .a., .,. 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X Zi(oill 1SI o /c- -r,4P,ctL " 1 36jc to g CR(5SS atttou Ii - I • TN %r P/Cvc 45rt Wes eve Pm Italian c lir pao/oree i a Ti12 Garfield County /N4Tr9t /1/P1 t4TiSN. Building & Planning Department ebNC� R�►J 0 ✓ N C 109 Eighth Street, Suite 303 7 Glenwood Springs, CO 81601 q OF 0 ►" t ro 04//7 a✓bg rMa iN Plan analysis based on ['op'C CDC f U the 1988 Uniform Building Code CA✓s'° f T sw an; r A tics Mir' Project Num.er: Name: Appletree Community Churc Address: 5131 County Road 335, near New Castle Date: June 34, 1995 Contractor: Dayb -ak Const. Occupancy: A2. ,E1,B2 Architect: No. .R.S.30 -28 -205? Type of Const: -lhr Engineer: No .R.S. 30 -28 -205? Plans Examine : Art Hougland NOTE:The code ite s listed in this report are not intt ded to be a complete listing of all pos -'ble code requirements in the 198: UBC. It is a guide to selected sections o' the code. Report created using • an Analyst software by b w & a. (719) 599 -5622 Portions of the materia contained in this prog .m are reproduced from the Uniform Building Code ( '.988 edition) with pery ssion of International Conference of Building Of.icials SEPARAT' ON DIRECTION BOUNDARY AREA INCRE' E FIRE PROTECTION NORTH Public way 44.0 Fee. 32.0 Feet EAST Public way 49.0 Fe's 37.0 Feet SOUTH Public way 74.0 F :-t 62.0 Feet WEST Property line 80.0 .'eet 80.0 Feet Area increased 100.00% for op- area on 4 sides. FL NAME O1C MAX FLR AR'. ALLOWED RATIO STATUS 1 Church /meeting roo A2.1 ok 2112 21000 0.10 ok TOTAL FOR FLOOR 2112 21000 0.10 ok B Class Room El ok 1908 '1400 0.06 ok B Rest rooms B2 ok 204 2:100 0.01 ok TOTAL FOR FLOOR / 2112 310”6 0.07 ok BUILDING TOTAL 2112 2100' 0.10 ok Page # 2 Code review for: Project Id.: Appletree Community Church Address: 5131 County Road 335, near New Castle The actual height of this building is 15.0 feet. The maximum height of the building is 50.0 feet. -- Table 5 -D EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 17 -A & Table 5 -A NORTH EAST SOUTH WEST OCC BRG NON -BRG OPNG BRG NON -BRG OPNG BRG NON -BRG OPNG BRG NON -BRG OPNG WALL WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT A2.1 lhr lhr None lhr lhr None lhr lhr None lhr lhr None El lhr lhr None lhr lhr None lhr lhr None lhr lhr None B2 lhr lhr None lhr lhr None lhr lhr None lhr lhr None The exterior walls may be of COMBUSTIBLE material. Sec.2201. None -- No fire protection requirements for openings. Prot -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. Sec.2203.(b) & Table 5 -A Maximum single window size is 84 sq.ft with no dimension greater than 12 feet. -- Sec. 4306.(h) NOP -- Openings are not permitted in this wall. * -- These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall. See section 1709. for details and exceptions. OTHER BUILDING ELEMENTS Table 17 -A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Any 1 hr Interior nonbrg wall Any 1 hr Structural Frame Any 1 hr Exterior Struct Frame Any 1 hr See footnote #1 Floor /Ceiling Assembly Any 1 hr Roof /Ceiling Assembly Any 1 hr See Footnote #19 Stairs Any None FOOTNOTES: 1) Minimum on exterior side also based on exterior brg. wall requirements. 17) The ceiling of the basement is required to be protected with lhr fire - resistive construction and doors to basements are required to be of noncombustible construction or 1 3/4 inch S.C. wood. -- Sec. 1703. 19) A fire - resistive ceiling for the roof - ceiling assembly in one story portions of A- occupancies may be omitted, provided the roof framing is open to the room and does not contain concealed spaces. -- Sec. 602.(a), exception #3 Page # 3 Code review for: Project Id.: Appletree Community Church Address: 5131 County Road 335, near New Castle DRAFT STOPS: If there is combustible construction in the roof /ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 2516.(f)4.B.(iii) OCCUPANCY SEPARATIONS A2.1 -E1 Ohr A2.1 -B2 lhr E1 -B2 lhr ADDITIONAL SEPARATIONS FOR A2.1 OCCUPANCY: A lhr occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 608. FOR El OCCUPANCY: A lhr occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 808. Storage and janitor closets are required to be of lhr fire - resistive construction. -- Sec. 802.(c) Laboratories and vocational shops containing hazardous materials cover by Chapter 9 are required to be separated from the rest of the building by not less than a 1 hr occupancy separation. -- Sec. 802.(d) FOR B2 OCCUPANCY: A lhr occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 708. Laboratories and vocational shops containing hazardous materials cover by Chapter 9 are required to be separated from the rest of the building by not less than a 1 hr occupancy separation. -- Sec. 702.(b) 3. EXIT REQUIREMENTS: FL NAME OCCUPANT NUMBER EXIT PANIC RATED DOOR NOTES LOAD REQUIRED WIDTH [ft.] HDWR CORRIDOR SWING 1 Church /meeting room 302 2 6.0 Yes Yes Out #4 TOTAL 302 2( 2) 6.0( 6.0) Yes Yes Out #4 B Class Room 95 2 1.9 Yes Yes Out #12 B Rest rooms * 2 1 0.0 No No N/R TOTAL 95 2( 2) 1.9( 6.0) Yes Yes Out Page # 4 Code review for: Project Id.: Appletree Community Church Address: 5131 County Road 335, near New Castle * NOTE: This area is being treated as an accessory for occupant loads. Sec. 3302.(a) exception Rated corridors are to have lhr fire protection on both sides of walls and ceiling. -- Sec. 3305.(g) Openings are required to be protected. - Sec. 3305.(h) In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 3303.(c) Exit signs are required from all areas serving an occupant load of 50 or more. - Sec. 3314.(a) Door swing is based on Sec. 3304.(b) except as noted. Occupant load is based on Table 33 -A. Number of exits is based on Table 33 -A except as noted. Exit width is based on Sec. 3303.(b). FOOTNOTES: 4) Panic hardware is based on Sec. 3318.(a). See exception for A -3 occupancies and churches. 5) Panic hardware is required from rooms with an occupant load of 50 or more and from corridors. -- Sec. 3319.(j) 12) All corridors are required to be rated unless all rooms used for instruction have one exit directly out to grade and assembly rooms have 1/2 of the required exits to exterior. -- Sec. 3319.(e) exc. HANDICAPPED ACCESS: 1) Handicapped access is required to at least one primary entrance to this building. -- Sec. 3301.(e) & Table 33 -A See Table 33 -A for exceptions for the basement. 2) If a ramp is used for handicapped access, the max slope is 1:12. -- Sec 3307.(c) STAIR NOTES: The maximum rise of a step is 7 inches and the minimum run is 11 inches. Sec. 3306.(c) The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 49. -- Sec. 3306.(b) See section 3303.(b) when occupant load is greater than 183. Provide handrails on both sides of a stairway 34 to 38 inches above the nosing. (May be on one side if less than 44 inches wide) -- Sec. 3306.(j) Provide a guard rail where drop off is greater than 30 inches. Minimum height = 42 inches, maximum opening size = 6 inches. -- Sec. 1711. The minimum headroom is 6 ft.- 8 inches. -- Sec. 3306.(p) Enclosed usable space under the stairs is required to be protected as required for lhr fire - resistive construction. -- Sec. 3306.(m) Page # 5 Code review for: Project Id.: Appletree Community Church Address: 5131 County Road 335, near New Castle Provide a landing within 1 inch (1/2 inch at doors used for handicap access) of the threshold. -- Sec. 3304.(h) The minimum width is same as door width and the minimum length is 44 inches. -- Sec. 3304.(i) The maximum travel distance in this building is 150 feet. -- Sec. 3303.(d) ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 32 -A 2) See section 3204. and ICBO research reports for requirements. AUTOMATIC SPRINKLER SYSTEMS: If openings are not provided in each 50 feet of exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 3802.(b) An automatic sprinkler system is required in basements of A- occupancies greater than 1500 sqft. -- Sec. 3802.(c)2. An automatic sprinkler system is required in enclosed usable areas above or below stairs. -- Sec. 3802.(c)4. An automatic sprinkler system is required in basements of E- occupancies greater than 1500 sqft. -- Sec. 3802.(e)1. An automatic sprinkler system is required in enclosed usable areas above or below stairs. -- Sec. 3802.(e)2. If there are 100 or more sprinklers, the automatic sprinkler system shall be supervised by an approved central, proprietary, or remote station service or a local alarm which will give an audible signal at a constantly attended location. -- Sec. 3803. STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 38 -A A hose is not required. -- Table 38 -A FOOTNOTES: 1) The location is to be per Sec. 3805.(c),(d),and /or(e) 3) A class II standpipe with a hose is required if there is an exhibition area over 5000 sq.ft. -- Table 38 -A 4) If the total occupant load for the building is greater than 1000, then a class II standpipe with a hose is required. -- Table 38 -A Page # 6 Code review for: Project Id.: Appletree Community Church Address: 5131 County Road 335, near New Castle WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 4204.(a) and Table 42 -B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 4204.(b) 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 42 -2 -- Sec. 4205. INSULATION NOTES: 1) All insulation material including facings are required to have a flame - spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 1713.(c) exc. #2 2) Foam plastic insulations are required to be protected. -- Sec. 1712. GLAZING REQUIREMENTS: 1) All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 5406.(d) ADDITIONAL REQUIREMENTS: For A2.1 occupancy Permanent platforms shall be constructed of materials as required for the building type of construction. -- Sec. 3902. If the area under the platform is used for any purpose (including storage) other than equipment wiring or plumbing, then the floor construction shall be not less than 1 hour fire resistive. -- Sec. 3902. Floor -1st Occupancy- Church /meeting room Provide a main exit and side exits on each side. -- Sec. 3318.(a), 3317(a) &(b) The capacity of this area is required to be posted at 302 occupants. -- Sec. 3302.(c) For El occupancy All corridors serving an occupant load more than 100 are required to be the required width plus 2 feet but not less than 6 feet. -- Sec. 3319.(e) In all areas customarily occupied by humans, provide natural or artificial light and ventilation. -- Sec. 805. • Page 1/ 7 Code review for: Project Id.: Appletree Community Church Address: 5131 County Road 335, near New Castle Provide an approved fire alarm system. -- Sec. 809. A fenced in area without unlocked gates must have a dispersal area greater than 50 feet from the building. -- Sec. 3319.(k) Rooms for kindergarten, first and second grade pupils are not permitted in basements or on floors above the first story. -- Sec. 802.(c) The minimum corridor width is the width required in section 3303 plus 2 feet, but not less than 6 feet. -- Sec. 3319.(e) Floor -BSMT Occupancy -Class Room The capacity of this area is required to be posted at 95 occupants. -- Sec. 3302.(c) For B2 occupancy In all areas customarily occupied by humans, provide natural or artificial light and ventilation. -- Sec. 705. If water fountains are provided, one must have a spout within 33 inches of the floor and up -front controls. -- Sec. 511.(c) HANDICAPPED TOILET FACILITIES: 1) All doorways leading to a toilet room for handicapped are required to provide 32 inches clear width. -- Sec. 511.(a) 2) Provide 44 inches clear on each side of doorways. -- Sec. 511.(a) 1. 3) Provide a 60 inch diameter clear area within the toilet room(s). -- Sec.511.(a)2. 4) Provide a clear area 42 inches wide and 48 inches long in front of at least one water closet. If in a compartment and door is on the side, provide a clear access width of 34 inches. Door may not encroach into clear area. -- Sec. 511.(a)3. 5) A 48 inch access width is required to the handicapped compartment. -- Sec. 511.(a)3. 6) Grab bars are required behind and on one side or on both sides of handicapped water closet. Side bar is required to be 42 inches long (min) and extend 24 inches in front of water closet. Rear bar is to be 24 inches long in a room or 36 inches long in a compartment. The top of the bars are to be 33 to 36 inches above the floor. -- Sec. 511.(a)5. 7) Provide a clear area under at least one lavatory. 30 inches wide X 29 inches high X 17 inches deep minimum. -- Sec. 511.(b)1. 8) The bottom of one mirror, opening of a towel fixture, and disposal fixture is required to be within 40 inches of the floor. -- Sec. 511.(b)2. &3. Garfield County Building & Planning Department 109 Eighth Street, Suite 303 Glenwood Springs, CO 81601 (303) 945 -8212 Plan review based on the 1988 Uniform Building Code Project Number: Name: Appletree Community Church Address: 5131 County Road 335, near New Castle Date: June 30, 1995 Contractor: Daybreak Const. Occupancy: A2.1,E1,B2 Architect: No.C.R.S.30 -28 - 205? Type of Const: V -lhr Engineer: No C.R.S. 30 -28 -205? Plans Examiner: Art Hougland Report created using Plan Analyst software by b w & a. (719) 599 -5622 Portions of the material contained in this program are reproduced from the Uniform Building Code ( 1988 edition) with permission of International Conference of Building Officials # SHEET IDENTIFICATION CORRECTION REQUIRED 1 All No Architect or Engineer: All sheets to be stamped and signed by an Architect or Engineer registered in this state. -- Sec. 302.(b) 2 Section Not indicated on plan: Provide attic ventilation that complies with section 3205.(c) 3 Page 2 Not indicated on plan: This area is required to have an automatic sprinkler system.-- Sec. 3802. 4 Page 2 Not indicated on plan: Provide panic hardware on the door(s) indicated. -- Sec. 3319.(j) 5 Pg. 1 &2 Not indicated on plan: The plans should indicate that a maximum occupant of 30090 is to be posted in this area. Sec. 3302.(c) 6 Pg 1 &2 Not indicated on plan: Provide an approved fire alarm system. -- Sec. 809. 7 Site ins Bldg. not of 1 -hr FR con. All storage and janitor closets are required to be of lhr construction. -- Sec. 802.(c) 8 Page 1 Not indicated on plan: The plans should indicate that a maximum occupant load of 300 is to be posted in this area. Sec. 3302.(c) 9 Pg 1 &2 One -hour FR not indicated This is required to be a 1 hour assembly since it is an occupancy separation. -- Table 5 -B & Sec. 503.(c) Page # 2 Required corrections for: Project Id: Appletree Community Church Address: 5131 County Road 335, near New Castle # SHEET IDENTIFICATION CORRECTION REQUIRED 10 Section Not indicated doon plan ThiSTexteriorA awall laisee required to be a 1 u 11 Section Not indicated on plan: This ceiling is required to be a 1 hour assembly. -- Table 17 -A 12 Section Not indicated on plan: This floor/ceiling is required to be a 1 hour assembly. -- Table 17 -A 13 Section Not indicated on plan: All elements of the structural frame are required to have 1 hr fire protection. -- Table 17 -A and Sec. 1702. 14 Section Not indicated on The construction of assembly. -- s Table 17 -A 15 Section Not indicated on plan: Provide details (construction and location) of draftstops in the floor system. -- Sec. 2516.(f)4.A 16 Section Not indicated on plan: Provide details (construction and location) of draftstops in the attic. -- Sec. 2516.(f)4.B 17 Section Not indicated on plan: The ceiling of the basement is required to be a lhr assembly. -- Section 1703. 18 Pg. 1 &2 Not indicater equirednbetween solid the basement metal and the 1st floor. closer --s Section 1703. 19 Pg. 1 &2 Not indicated on plan: Provide 2 exit(s) from this area. -- Table 33 -A & Sec. 3303.(a) 20 Pg 1 &2 Not indicated on plan: The distance between the exits is less than 1/2 of the diagonal of the area. -- Sec. 3303.(c) 21 Pg. 1 &2 Not indicated on plan: Door(s) indicated are required to be 20 minute fire assemblies including labeled door and frame, closer, smoke seal, and latch. -- Sec. 3305.(h)1. 22 Pg. 1 Interior exit from bsmnt. This corridor has an intervening room other than a foyer, lobby or reception room. This is not permitted. -- Sec. 3305.(a) • 441 etvi t. wo n- poi- Pie /N / T No r or T y .c gtt°' 7 _/ 2 13 PLANS EXAMINATION pi /9 N June 16, 1995 Apple Tree Community Church 5131 County Road 335 New Castle, CO 81637 CONDITIONS FOR PLAN REVIEW # 73 -95 This plan review represents an examination of plans / drawings showing substantial conformity with applicable codes of the Garfield County Building Dept. Subject to the following conditions. Respectfully, William D Allred I.C.B.O., Code Consultant (970) 945-4418 GARFIELD COUNTY PLAtdREVIEW: #73 PERMIT NO: DATE: June 16, 1995 nAthanitIM ADDRESS: 5131 County Road 335 New Castle, CO Malt SQL Q NAME: Apple Tree Community Church NAME Day Break Cowl. MAILING ADDRESS: P.O. Box 502 MAILING ADDRESS: GWS TELEPHONE: (970) 984 -2656 TELEPHONE: (970) 945 -2469 ar m rnta[' PRRM[T FER: Fees are based on the March - April 1994 edition of the Building Standards. $100.00 Per. Man Hour Building Permit Fee: = $ Plan Review ® 65 %: = $ Total Fees: $ IN EC S PERMIT ICC PE ITS UST BE NOT OBTAINED SEPARATELY FROM THE STATE ELECTRICAL INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT ARFIE COUNTY, COLORAD Date Issued._... Zoned Area Permit No. 11 " / W 0 / AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above des bed structure, the permit may then be revoked by notice from 1 tun B Id h ec r and IMMEDIATELY BECOME NULL AND VOID, Use f 1f t C Addre or Legal Descri tion Own • r �• . . tga A Contract 1 , I T.:a f��r � _ nil Setbacks Front Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD — Zoning Roof Covering Electric -Final (by STATE inspector)`'l L-C" Footing 7 / /v /YS j)9,v (,7 ) Foundation 744/75 /y r/ (J - ifee) Plumbing-Underground Gas Piping Heating Ventilation Frame $/z0 s <Ma a 6 , ,� Insulation $/ay /9s 3 Plumbing -Rough Drywallp W S7?s true Electric -Rough ?_d3 CA (by STATE inspector) Final n./95- ,,)4, ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING — WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945 -8212 109 8th Street, County Courthouse, Glenwood Springs, Colo. APP O E DO NOT DESTROY THIS CARD Date y By f • ' 4 !T *!Et CTrr O goo cad 0 0 0 " U N O OD 1-, N N G 4.) 1 V a 0 H ++ h U S w o;C N H o .4-4 al .--Y co c a+ 0 z "a 0 In %, N O 97 L O 'J " A c' 1 W 0 0 C VI p O p O d p 'o o U bp U ` Z o ' ° a, m � = � a) ;> ~ • N c ch T N � a / G O N 4.6 0 � •cc in to m Y+1 ti .7 P:1 0 O } o d t V 0 el t ti U O L V Ole 0 p R+ o cn CO +-, o z a 4... . o 0 I C Viti) \ y _ O O v, "d 0 �> L U m b nL > : s ... 0 d Q 00 Q , y r a • ° 0 0 M O (:) 0 m ��� OE C p . 0 � N 7 WM U � � , 0 LIo En ai ‘ 0 1 to �i , o 0 z CJ E i bb o " s o > a, O t N m G L .O N Q V � V C 0 0 N • rn'T b N t'- RyC 1 % o 3 `" b z c u Al V G • Ob o N L:C cal el \ a v I [ ' ; U 11 P H - . �� O It I C . ;� U i an � a eiS N "Cl a O ! 1 a s cn 0 • 0 • � m A ' w w .W CL) ai • O " d u C'a "" U ' 0 cn by LE 4 O w es 4, F Y us ^ — V "ti 'g t W 4 ¢ F. eC e M a u .. o U ti W O O y o 0 Oa IS b el p m�a ° a� bn n `° oel° Zi O C" . ✓ V O rim U W 4 0 a • _ _- /� .. • Independent Professional Building Inspection Bill Allred 45855 Hwy 6, Canyon Creek # 63 Glenwood Springs, CO 81601 (970) 945-4418 June 16, 1995 Apple Tree Community Church 5131 County Road 335 New Castle, CO 81637 CONDITIONS FOR PLAN REVIEW # 73 -95 GENERAL REQUIREMENTS G -I All references are taken from the 1988 Uniform Building Code (U.B.C.), 1988 Uniform Plumbing Code (U.P.C.), and the 1988 Uniform Mechanical Code (U.M.C.) The Approved Plans, Permit, and Plan Review, are to be kept on the site during construction. Plans and Permits must be available for reference during inspections. Also, reference the generic plans from Day Break Const., Co. The plans submitted are not clear and incomplete to perform a plan at this time. The building most closely resembles a A - 3 Occupancy, Type V - N construction throughout. Specific regulations concerning Churches, used for educational purposes, a scheduled walk thru inspection with the Garfield County Building Official or an Architect appears to be in order to verify existing conditions. r i , #1. (Section 1703, U.B.C.) regardless of the occupancy the under story (basement area) shall be enclosed as required for one - hour construction. Door leading to the basement area shall be selfclosing, of noncombustiable construction and rated one - hour. #2. Regardless of the occupant load the basement shall have two : E x directly to the outside, (Section 3303, 4th paragraph., of the U.B.C.) #3. All E, doors in the church shall swing - out and be equipped with Exj signs (Section 3314 (a)., U.B.C.) Exit doors shall be equipped with panic hardware (Special requirements (Section 3318, U.B.C.) and (Section 3319 (j)., U.B.C.) #4. Seating in the assembly area will need to comply with (Section 3324., U.B.C.) #5. It is likely that corridor protection will be required throughout, (Reference 3305., U.B.C.) #6. Also, one - hour construction throughout needs to be addressed. #7. Access by the physically handicapped is required per. Table No. 33 -1 ‘, of the U.B.C.) (see Section 511., of the U.B.C.) #8. All stairs and landings shall comply with (Section 3306., of the U.B.C.) #9. Also, an alarm system may be required per. the Uniform Building Code, as required. Please address all of the above mentioned items prior to beginning construction. G -1.1 Every attempt is made by the Building Department to perform a thorough plan review, however please be aware of (Section 303 (c) of the U.B.C., which states): This issuance or granting of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. < r a ti Afr The issuance of the permit based upon plans, specifications and other data shall not prevent the Building Official from thereafter requiring the correct- ion of errors in said plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of this code or of any other ordinances of this jurisdiction. All construction shall be approved prior to the issuance of Certificate of Occupancy W to t Art Hougland, Bill Allred, (Building Official) (Plan Checker) Garfield County (970) 945 -4418