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HomeMy WebLinkAboutCode Review and Architect Response ReportarrhitecturB r sustainability arch itecturs : sustainability 515 [rystal Circle larbondale. [0 81623 S70$83$720 www.confluencearchitecture.com 515 lrystal lircle larbnndale. [[J 8t823 S70.$63.172[ www.cunlluencearchitecturE.crm BUII.DING DEPARTMENT REVIEW OF ARCHITECT RESPONSE ON 8.31.22 TO BLDG DEPT. PR COMMENI LETTER SENT ON 8-I1.2022 'N PURPLE BELOW 8-22-22 Gorfield County Building Deportment l0B 8rh Street Suite 40,l Glenwood Springs, CO, 8,l60'l 970-94s-8212 Att: Bruce Stolboch codcode@hotmoil.com Deor Mr. Stolboch Pleose see response to comment letter sent on 8-11-2022. Architect responses ore in red below. Mechonicol engineerwill provide seporote comment response l. Provide contoct informotion for MEP engineer Jeff M. Grebe. (.l07.1) See Mechonicol Engineer comments. 2. Verify - ore ony chonges proposed or hove been mode to the Pool Building thqt should be included os port of this opplicotion. Verify if the deck size hqs increosed from the originol. There ore no chonges to the pool building in this permit set except those required by the enlorged pool ond deck size. The deck size hos increosed from the originol. Originol deck size wos 1450 SF. Proposed deck size is 3l 25 SF. Building Deportment Review: Appeors to be Typo.Corrected over ph.by Arch. OK 3. The dimensions ond sq. ft. of the pool on PL-2 do not motch the pool dimensions ond sq. ft. on the site plon. Verify. Provide revised plons os necessory. A0.O ond Al.0 hove been revised to motch PL-2. Building Deportment Review: OK 4. Approved numbers or oddresses sholl be provided in o position thot is visible ond legible from the street or roodwoy. Letters ond numbers sholl be o minimum of 4 inches in height with o minimum 0.5 inch stroke. (50.l.2) Specify on plons. See note on A0.0. Building Deportment Review: OK 5. The plons should indicote thot o moximum occupont lood of 203 is to be posted on the pool deck oreo. (,l004.3) See note on A,l.0. Due to revised deck ond pool size, sign will hove o moximum deck occuponcy of 208. Building Deportment Review: OK 6. Provide I hour occuponcy seporotion between ihe boiler room ond the rest of the building. The new boiler exceeds 400,000 BTU. Sec. 509, Toble 509. Penetrotions of fire roted wolls ond fire roted ceilings sholl be protected (714.3,714.4) The woll ond ceiling finish moteriol in this oreo must comply with required Closs requirements. (803.'l I & Toble 803..l l) Ducis ond oir tronsfer openings through fire ossemblies ore required to be protected. (717) Boiler size is less thon 400,000 BTU. See mechonicol drowings. No oction token. Building Deportment Review: OK 7. The doors through the pool building from the pool oreo oppeor to be required to swing in the direction of exit trovel. (l0l0.l .2.,l) Verify. Specify. See note ond drowing on Ai.0. Building Deportment Review: OK 8. Provide o londing on both sides of door. Note:The step & size requirements. (1 0l 0.,l .5). Provide o complying londing outside of gote exit from pool deck. Existing doors hove proper londing size. ADA threshold is provided on existing doors. Londing provided of egress gote. See A I .0. Buitding Deportment Review: OK I . Provide ponic hordwore on egress doors per 1 0l 0.1 . I 0 Per the Existing Building Code Chopter 5 the clossificotion of work on the pool building is Alterotion - Level l. "Level I olterotion include the removol ond replocement or the covering of existing moteriols, elements, equipment, or fixtures using new moteriol, elements, equipment, or fixtures. The siroight opplicoiion of the Existing Building Code is difficult os the "work crrecr" is completely outside of the building. The existing building gets involved in the increosed occuponcy lood from the enlorged pool deck ond increosed stondords in the ISPSC. This offects window ond door olorms, ond the egress poth through the building hollwoy. The work oreo in the building consists only of modificotion of existing elements ond limited to o level I Alterotion. Under Chopter Z of the 20.l5 lnternoiionol Exisiing Building Code, section 704, Level I "Alterotions sholl be done in o monner thot mointoins the level of proiection provided for meons of egress." Ponic hordwore is on increose in level of protection. Applicont proposes the existing hordwore con be refoined it is keeps existing level of protection os required by the Existing building code. Existing hordwore is push ond pull hondles wifh mognetic lock system. Building Deportment Review:OK 10. This wolls of ihe corridor through the pool building oppeor to be required to hove o l-hour fire-resistive roting. (1020..l ond Toble 1020.1) The ceiling of this corridor is required to hove o I -hour fire-resistive roting. (,l020.I ond Toble 1O2O.1) Doors to this corridor ore required to be protected with 20 minute (l /3 hour) fire ossemblies. (21 6.5.3 ond Toble 716.5) See item 9 obove for discussion on olternotion level per the 2015 Existing Building Code. Under Chopter Z of the 20l5 lnternotionol Existing Building Code, section 703, Level I "Alterotions sholl be done in o monner thot mointoins the level of fire protection provided." The existing corridor is not fire roted. Applicont proposes thot upgrode of corridor roting is not required under the Existing Building Code ond the existing corridor ond corridor doors will remoin os is. Building Deportment Review: OK 1 1. Verify if the romp of the moin enironce to the pool building hos the moximum slope is l:12. Romps sholl comply with the following: Londings sholl be provided of the top, botiom, points of turning ond of doors. (1012.6) Londings sholl hove o length of of leost 60 inches in the direction of trovel. (,l0.l2.6.3) The surfoce sholl of slip-resistont moteriols thot ore securely ottoched. (10127.1) Hondroils sholl be per stoir requirements if required. (,l0i2.8) A curb, roil, woll or borrier sholl be provided thoi prevents the possoge of o 4-inch diometer sphere, where ony portion of the sphere is within 4 inches of the floor or ground surfoce if required. (r0r2.r0.r) Romp indicoted on Egress Plon A0.0 is o typicol existing curb cut romp leoding to ADA porking spoce. The existing sidewolk from curb cut romp to front door of Pool Building ore essentiolly flot ond not considered romps under the code. Nototion hos been odded to egress plon on A0.0. Building Deportment Review: OK 12. A 4-foot-high fence with self-closing ond self-lotching gotes is required oround the pool. Openings must be less thon 4 inches. (3109.3) Verify. Detoils not specified. While fence type wos not known of time of originol opplicotion, noies on oll fence iypes were provided on Al.0 notes 5 ond 5. Since time of originol plon submittol, o fence hos been chosen. lt is o steel verticol picket fence ond will comply with the height ond opening rules in note 6 Building Deportment Review: OK 13. All glozing in hozordous locotions is required to be of sofety glozing moteriql. ,2406.1 &2406.41 Verify. Specify. Only hozordous glozing locotions ore on existing swinging ond sliding doors. This existing glozing in doors is tempered. All glozing is more thon 50" horizontolfrom pool edge ond is not considered hozordous due to pool odjocency. Building Deportment Review: OK The comments below of the 20]5 ISPSC code o bosed on submitted plons below PL-1 soys l0l5 IBC rother thon 20.l5 lBC. Provide revised plons Note hos been corrected on PL-l Building Deportment Review: OK Other opplicoble design codes (lPC, IFGC, IMC 20,l5) should olso be referenced on orchitecturol ond Mechonicol ond plumbing plons. See Mechonicol Engineer response. Sec. 306.4 hondroils on steps, Lower set of steps in pool hove 4 risers. Provide hondroil. Hondroil hos been odded see PL-2.\ Building Deportment Review: OK Sec. 306.8 deck edges Deck edges sholl loe rodiused, topered or otherwise to eliminote shorp corners. Sec. 306.8. See PL:-2 Edge detoil. Note hos been odded to edge detoil PL-2. Building Deportment Review: OK Sec. 307.5, 3l 1.4.3 freeze protection. Not found. Clorify. Specify. See Mechonicol Engineer response. Sec. 302.6 , 3O7.7 colors ond finishes, Pool colors or o generol note on colors specifying complionce with Sec. 307.2 wos not found on plons Specify. See note odded lo PL-2. Building Deportment Review: OK Sec 302.9 occessibiliiy. Verify if the moin entronce, the building ond deck ore on occessible route to the pool. Specify on plons. See egress plon on A0.0. Accessible route is indicoted. Building Deportmeni Review: OK Sec. 308.2 Wolls Specify complying rodius of woll ond pool. Specify complying rodius of woll ond pool floor intersection. Woll section on PL-2 shows o 6" rodius. Building Deporiment Review: OK Sec. 309.1,309.2,31 1 specifying opproved listed circulotion ond other equipment. Specify thot oll treoiment ond circulotion equipment is listed ond lobeled per NSF 50. equipment per Sec. 3O9.2. See Mechonicol Engineer response. Sec.3l0.l Suction Entropment Avoidonce. Specify thot Suction Entropment Avoidonce equipment complies with APSP Z per Sec 310.1 See Mechonicol Engineer response. Sec.3l 1.2.3 equipment onchoroge. Specify onchoring of pool equipment ond reloted piping per Sec. 3l ,l.2.3 ond monufocturer specs ond opproved listings See Mechonicol Engineer response. Sec. 31 1.3 woter velociiy in lines, Specify. Not found on plons, sholl not exceed 8 feet per second. See Mechonicol Engineer response. Sec. 3l 1.4 opproved listed piping, Specify. Not found on plons See Mechonicol Engineer response. Sec. 3l 1.6 pressure or vocuum gouge. Specify locotions. Not found on plons See Mechonicol Engineer response. Sec. 3l 1.7 flow meosuring devices ond flow limits, Specify. Not found on plons See Mechonicol Engineer response. Sec. 3l 1.8 provision ond locotion of written operoting instructions, Specify. Not found on plons See Mechonicol Engineer response. Sec. 31 1.9 hydrostotic pressure iest. Not found on plons. Specify required test 25 psi for l5 min. See Mechonicol Engineer response. Sec. 312.3 filters ond pressure control, Not found on plons. Specify oir releose per 312.3.1 See Mechonicol Engineer response. Sec. 3.l3.3 intoke protection ond occess for servicing for motors, Plons Exominer Response: Not found on plons. Specify cleonoble stroiner, skimmer bosket, or screen See Mechonicol Engineer response. Sec. 313.6 isolotion volves for suction ond dischorge, Not found on plons. See Mechonicol Engineer response. Sec. 313.2 emergency shutoffs, Specify locotion on plons with occess ond within sight of the pool ond not less thon 5 feet horizoniolly from the inside wolls of the pool. See Mechonicol Engineer response. Sec. 31 4.2 entropment ovoidonce, See Sec. 3,l0 obove See Mechonicol Engineer response. Sec. 31 4.4 relurn in lets. Not found on plons. Specify I return inlet per 300 sf of pool ond thot ore designed noi to constiiute o hozord to the bother. See Mechonicol Engineer response. Sec. 3,l5.2 Surfoce skimming required, listed ond lobeled in occordonce with NSF 50. Pool circulotion systems sholl hqve 1OO7o turnover rote thru skimmers. Not found on plons. Specify See Mechonicol Engineer response. See 3,l5 4.,| nerimeter svstem suroe copocitv, noi less thon I gollon-,-,-'.'--'v_-'.''. per sf of woter surfoce. Not found on plons. Specify See Mechonicol Engineer response. Sec. 3l 6.4.2prohibiting public occess to controls, Verify See Mechonicol Engineer response. Sec. 3l z blowers ond induction systems if oppricoble, Verify if this type of system is used. See Mechonicol Engineer response. sec. 3]8.3 over the rim spouts, Verify if system is used. lf so specify complying system. See Mechonicol Engineer response. sec. 319 equipment sonitizing, verify if system is used. lf so specify complying system. See Mechonicol Engineer response. sec. 3i9.2prolection of chemicol feeders to not operote if ihere is not odequoie return flow, verify if system is used. rf so specify complying system. See Mechonicol Engineer response. Sec. 320 woste woter disposol. verify if system is provided. lf so specify complying system. See Mechonicol Engineer response. Sincerely, Angelo Loughry Garfield County Building Department 108 8th Street Suite 401 Glenwood Springs, CO, 8160{ 970-945-8212 MEP RESPONSE FROM ENGINEER JEFF M.GREBE RECEIVED 8,30.22 HIGHLIGHTED IN YELLOW WITH RED TEXT GARCO BUILDING DEPT. REVIEW OF REVISED ACCEPTED STAMPED PLANS SUBMITTAL 8-5.22 Rev. 8-11-22 (Plan Reviewer Comments in Purple Below) IBG & ISPSC 2015 Plan Analyst Plan Review Comment List Project Description: BLCO-04022-7455 Swimming Pool Replacement Date: Wednesday, 3 Aug2022 Project Location: 01S7Cerise ranch Carbondale CO 81623 Owner: Cerise Ranch HOA X57 Larkspur Dr Carbondale CO 81623 970.379.5828 Construction by: BT Enterprises (BillToney) PO Box 3856 Basalt CO 81621 970.379.5430 btenterprises. @aol. com Architect: Confluence Architecture (Angela Loughry) 515 Crystal Circle Carbondale CO 81623 97 0.963.97 20 www. co nfl u e n cea rch itectu re' co m Engineer: Structural: Evolve Structural Design 1040 Man St. Carbondale CO 81623 970.510.0773 evolvestruct.com MEP: Jeff M. Grebe Code Study by: Cadfish LLC 970.618.0230 cadcode@hotmail.com The corrections listed below are required for the plans to comply with the 2015 lnternational Building Code (lBC) and by lCC. See the 2015 lnternational Swimming Pool & Spa Code (ISPSC) review below' Any and all deviations from the original plans and specifications approved by the Building Departmeni shall be submitted to the Building Department for approval prior to installation. The purpose of this review is to provide for minimum protection of life, limb, health, property, enviionment and for the safety and welfare of the consumer and general public as regulated by the 2015 lnternational Building Code and other applicable Codes, including but not limited to the lnternational Building Code 2015 the lnternationalFire Code 2015, lnternational FuelGas Code 2015, the lnternational Mechanical Code 2015, lnternational Plumbing Code 2015, the lnternational Energy Conservation Code 2009, the current Edition of the National Electric Code, and, other applicabie Codes and regulations as adopted and amended by Garfield County. The Focus of this review and correction list is the life safety provisions of the 2015 lnternational Building Code. A cursory spot check review only of the Structural Plans was performed by Cadfish- LLGas the plans are stamped by an engineer(s) licensed in the state of Colorado which is conformance with the Garfield County Building Department policies and procedures. Other referenced codes are only spot checked or reviewed by others. The owner and contractor are responsible for compliance with all applicable codes. These corrections shall be resolved prior to issuance of the Building Permit for the p0ect. The approval of plans and specifications does not permit the violation of any section of the lnternational Building Code(s) and other applicable Codes adopted and amended by Garfield County. NOTE: Stamped MEP plans have been stamped by a registered design professional in the state of Colorado. R spot check review only is performed only by the plan reviewer, as the plans are stamped, which is in conformance with the Garfield Building Department policies and procedures. Stamped foundation plans have been submitted. A spot check structural review only is performed oniy by the plan reviewer, as the plans are stamped, which is in conformance with the Garfield Building Department policies and procedures. Electrical plans and installations are reviewed and approved by the State of Colorado Electrical lnspector and are not reviewed by Garfield County, which is in conformance with the Garfield County Building Department policies and procedures. A cursory spot check review only of the plans for the lnternational Energy Conservation Code (IECC) as adopted by the Garfield County was performed. A spot check review only is performed only by the plan reviewer which is in conformance with the Garfield Building Department policies and procedures. Refer to the Approved Plans, Plans analyst Analysis, Conditions of Permit, other Garfield County departments reviewing the plans and other adopted codes for additional code requirements not noted on this list. lf plans are revised, changes should be clouded to facilitate review and minimize expense to the applicant. The response and plans should be prepared by a licensed design professional licensed in the State of Colorado. The designer shall also submit a written response to each item on this list and specifiT the location on the plans of the applicable plan change. Submittal of a separate addendum sheet with all revisions is also acceptable. 1 : : Provide contact information for MEP engineer Jeff M. Grebe. (107.1) Jeff M. Grebe PE. Po. Box 543 Basalt, co 81621 ,970-379-7018, distributedenergy.qrebe@qmait.com Building Dcportmcnt Rcview: OK' 2 : '. Yerify - are any changes proposed or have been made to the Pool Building that should be included as part of this application. Verify if the deck size has increased from the original.3 : : The dimensions and sq. ft. of the pool on PL-do not match the pool dimensions and sq. ft. on the site plan. Verify. Provide revised plans as necessary.4 : : Approved numbers or addresses shall be provided in a position that is visible and legible from the street or roadway. Letters and numbers shall be a minimum of 4 inches in height with a minimum 0.S-inch stroke. (501.2) Specify on ptans. 5 : : The plans should indicate that a maximum occupant load of 203 is to be posted'on the pool deck area. (1004.3) 6 : : Provide 'l hour occupancy separation between the boiler room and the rest of the building. The new boiler exceeds 400,000 BTU. Sec. 509, Table 509. Boiler is rated as 399,000 BTUH. Plans have been changed. Penetrations of fire rated walls and fire rated ceilings shall be protected (714.3,714.4) The wall and ceiling finish material in this area must comply with required Class requirements. (803.11 & Table S03. 11) Ducts and air transfer openings through fire assemblies are required to be protected. (717) Building Deportment Review: OK 7 : : The doors through the pool building from the pool area appear to be required to swing in the direction of exit travel. (1010.1.2.1) Verify. Specify.B : : Provide a landing on both sides of door. Note:The step & size requirements. (1010.1.5) Provide a complying landing outside of gate exit from pool deck.9 : : Provide panic hardware on egress doors per 1010.i.10 10 : : This walls of the corridor through the pool building appear to be required to have a 1-hour fire-resistive r"ating (1020.1 and Table 1020.1) The ceiling of this corridor is required to have a 1- hour fire-resistive rating. (1020.1 and Table 1020.1) Doors to this corridor are required to be orotected wifh 2O-minrrte 1113 horrr\ fire aqqemhliaq t71R4 ? and Tahlo 744 q\_.t,.._ \r rviv,v , tv.vt 11 : : Verify if the ramp at the main entrance to the pool building has the maximum slope is 1 :12. Ramps shall comply with the following: Landings shall be provided at the top, bottom, points of turning and at doors. (1012.6) Landings shall have a length of at least 60 inches in the direction of travel. (1012.6.3) The surface shall of slip-resistant materials that are securely attached. (1012.7 .1) Handrails shall be per stair requirements if required. (1012.8) A curb, rait, wall or barrier shall be provided that prevents the passage of a 4-inch diameter sphere, where any portion of the sphere is within 4 inches of the floor or ground surface if required. (1012.10.1) 12 : :A4 foot high fence with self-closing and self-latching gates is required around the pool. Openings must be less than 4 inches. (3109.3) Verify. Details not specified 13 : : All glazing in hazardous locations is required to be of safety glazing material. (2406.1 & 2406.4) Verify. Specify. A spot check cursory review of the plans for the following 2015 lnternational Swimming Pool & Spa Code (ISPSC) code sections was performed only as the plans are stamped by design professionals registered in the State of Colorado. The comments below of the ISPSC code a based on the preliminary cursory review provided to the applicant. The Building Department response to the revised submitted plans is in purple below. The 2015 ISPSC and other items to be addressed include, but are not limited to - The plans specify IRC and 2018 ISPSC. lt appears the pool project is an IBC 2015 project. Garfield County has adopted the 2015 ISPSC. Plans Examiner Response: OK, but misprint on PL-1 says 1015 lBC. Corrected Provide revised plans Other applicable design codes (lPC, IFGC, IMC 2015) should also be referenced. Building Deportment Review: OK Plans Examiner Response: Not found on plans. Verify design complies with these codes and add to stamped Mech & Plumbing Plans. Note added to pool plans and design reviewed for compliance. Building Deportment Review: OK There are other references on the plans to incorrect editions of the adopted codes. This should be resolved. Plans Examiner Response: OK Your memo states that this is not a public pool. The 2015 ISPSC Sec. 202 defines a "CLASS C, SEMI-PUBLIC POOL (as) A pool operated solely for and in conjunction with lodgings such as hotels, motels, apartments or condominiums." The plans should state this is the class of pool the project and plans are designed for. This appears to be the accurate classification of the Cerise Ranch Pool. The Cerise Ranch Subdivision has approximately 68 lots and is mostly built out, serving a considerable popu lation. Plans Examiner Response: OK Sec. 305.1 barrier requirements, Plans Examiner Response: OK Sec. 305.3 gates, Plans Examiner Response: OK Sec. 306 decks, Plans Examiner Response: OK Sec. 306.3 steps, Plans Examiner Response: OK - Sec. 306.4 handrails on steps, Plans Examiner Response: Lower set of steps in pool have 4 risers. Provide handrail. Sec. 306.5 deck drainage slopes, Plans Examiner Response: OK Sec. 306.2 deck surfaces, Plans Examiner Response: OK Sec. 306.8 deck edges Plans Examiner Response: Deck edges shall be radiused, tapered or othenivise to eliminate sharp corners. Sec. 306.8. See PL:-2 Edge detail. Detail corrected Building Department Review: OK Sec. 303.1.3poo1 covers for heated pools, Plans Examiner Response: OK - Sec. 303.1 electric power controls and location, Plans Examiner Response: OK - bonding, Plans Examiner Response: OK Sec. 303.2.1 timer switches, Plans Examiner Response: OK - Sec. 307.5, 311.4.3 freeze protection Plans Examiner Response: Not found. Clarify. Specify. Equipment subject to freezing is in heated mechanical room. Pool is not used during freezing conditions Building Deportment Review: OK See. 307.6, 307.7 eolors and finishes, Plans Examiner Response: Pool colors or a general note on colors speeifying compliance with Sec. 307.7 was not found on plans. Specify. Note was added to PL-1 Building Deportment Review: OK - Sec 307.9 accessibility. Plans Examiner Response: Verify if the main entrance, the building, and deck are an accessible route to the pool. Specify on plans. Sec 308.1 pool floor sloPes Plans Examiner ResPonse: OK Sec. 308.2 Walls Speciff complying radius at wall and pool Plans Examiner Response: Specify complying radius at wall and pool floor intersection Sec.309.1,309.2,311 specifying approved listed circulation and otherequipment, Plans Examiner Response: Specify that all treatment and circulation equipment is listed and labeled per NSF 50. equipment per Sec. 309.2. Note added to PL-1 requiring compliance Building Deportment Review: OK Sec.31 0. 1 Suction Entrapment Avoidance Plans Examiner Response: Specify that Suction Entrapment Avoidance equipment complies with APSP 7 per Sec. 310.1 Note added to PL-1 requiring compliance Building DePortment Review: OK Sec.31 1 .2.3 equipment anchorage. Plans Examiner Response: Specify anchoring of pool equipment and related piping per Sec. 311.2.3 and manufacturer specs and approved listings Note added to PL- 1 requiring compliance Building Deportment Review: OK Sec. 311.3 water velocity in lines, Plans Examiner Response: Specify. Not found on plans, shall not exceed B feet per second. Water velocities were calculated and added to Piping Diagram Building DePortment Review: OK - Sec. 311.4 approved listed piping, Plans Examiner Response: Specify. Not found on plans Note added to PL-1 requiring compliance Building DePortment Review: OK - Sec. 311.5 sYstem draining, Plans Examiner ResPonse: OK Sec. 311.6 pressure orvacuum gauge Plans Examiner Response: Specify locations. Not found on plans Added to piping schematic Building Deportment Review: OK Sec. 311.7 flow measuring devices and flow limits, Plans Examiner Response: Specify. Not found on plansAdded to piping schematic Building Deportment Review: OK Sec. 311.8 provision and location of written operating instructions, Plans Examiner Response: Specifu. Notfound on plans Note added to PL-1. OM located in pool mechanical room Building Deportment Review: Note not found? Sec. 311.9 hydrostatic pressure test Plans Examiner Response: Not found on plans. Specify required test 25 psi for 15 min. Note added to PL-1 Building Deportment Review: OK Sec. 312.3 filters and pressure control, Plans Examiner Response: Not found on plans. Specify air release per 312.3.1 Not applicable Building Deportment Review: OK Sec. 313.3 intake protection and access for servicing for motors, Plans Examiner Response: Not found on plans. Specify cleanable strainer, skimmer basket, or screen Added to Piping Schematic Building Deportment Review: OK Sec. 313.6 isolation valves for suction and discharge, PlanS F:<aminer Rasnnnqe Nnt fnrrnd nn n!=no- lcnlalinn rrahrac rerara eh^u/n ^n| !v( rvvr rv vl r l/tgt 19. vvst s Jt ruvvt I vr I the Piping Schematic Building Deportment Review: OK - Sec. 313,7 emergency shutoffs, Plans Examiner Response: Specify location on plans with access and within sight of the pool and not less than 5 feet horizontally from the inside walls of the pool. Location of emergency shut-off is shown on PL-3 Building DePortment Review: OK Sec. 314.2 entraPment avoidance, Plans Examiner Response: See Sec. 310 above Sec. 314.4 return in lets, plans Examiner Response: Not found on plans. Specify 1 return inlet per 300 sf of pool and that are designed not to constitute ahazard to the bather. Six return inlets are indicated on plans - Pool is 1400 s.f. so minimum of five required Building DePortment Review: OK Sec. 315.3 skimmers - sizing, Plans Examiner ResPonse: OK - Sec. 315.2 Surface skimming required, listed, and labeled in accordance with NSF 50. poolcirculation systems shall have 100% turnover rate thru skimmers' plans Examiner Response: Not found on plans. Specify. Skimmers are shown and specified on plans. Note added to PL-1 requiring compliance Building DePortment Review: OK Sec. 315.4.1 perimeter system surge capacity, not less than 1 gallon per sf of water surface plans Examiner Response: Not found on plans. Specify Perimeter skimming system not used. Not aPPlicable Building DePortment Review: OK Sec. 316.4.2 prohibiting public access to controls, plans Examiner Response: Verify Controls are located in locked mechanical room Building DePortment Review: OK Sec. 316.3 water heater (boiler) sizing, plans Examiner Response: OK stamped by Jeff Grebe CO licensed Engineer Sec. 302.5, 316.5.'t ,317 ,2, 317 .3,318.2 backflow protection, Plans Examiner ResPonse: OK Sec. 317 blowers and induction systems if applicable, plans Examiner Response: Verify if this type of system is used. Not applicable Building Deportment Review: OK - Sec. 318 make up water, Plans Examiner Response. OK Sec. 318.2 protection of potabte water per the lpC 2015, Plans Examiner Response: OK Sec. 318.3 over the rim spouts, Plans Examiner Response: Verify if system is used. system. Not applicable Building Deportment Review: OK Sec. 319 equipment sanitizing, lf so, specify complying Plans Examiner Response: Verify if system is used system. Note requiring compliance added to pL-1 lf so, specify complying Building Deportment Review: OK Sec. 319.2 protection of chemical feeders to not operate if there is not adequate return flow, Plans Examiner Response: Verifu if system is used. lf so, specify complying system Chemical injection system uses a flow meter to dispense chemical. No flow = no injection Building Deportment Review: OK Sec. 320 waste water disposal, Plans Examiner Response: Verify if system is provided. lf so specify complying system. Plans specifu backflush to sanitary sewer. Requirement to meet 320 requirements added to note Building Deportment Review: OK - Sec. 321 lighting and emergency illumination, Pians Examiner Response: OK Sec. 322 complying ladders, handholds, obstructions, etc. Plans Examiner Response: OK - Sec. 307.9 Pool accessibility per Ch. 11 of the IBC and ANSI 117.1 shoutd be addressed and specified on the plarrs. Plans Examiner Response: OK sec. 323 Safety handholds, handrails, obstructions, and entrapment avoidance Plans Examiner ResPonse: OK Sec.402 Diving plans Examiner Response:Appears no diving equipment is to be installed. Verify, lf so OK. The Garfield Community Development Department has requested that the architectural/ life safety and MEi'plans be stamped by a design professional registered in the State of Colorado' Plans Examiner ResPonse: OK I Garfield County Building Department 108 8th Street Suite 401 Glenwood SPrings, CO,8160{ riioi:dai:izii coO" ANr:rsls i aouptrrdNs aF ?ERl\tT Proiect Description: BLCO-O{0 22-7 455 Sylmap Pool Replacement b"ilt W"Onesday, 3 Aug2O22' Revised 19 Sept 20?2- --^F;;i;"i l-ocatoni olSTderise ranch Carbondale co 81623 owner: cerise nancn Hon)157 Larkspur Dr Carbondale co 81623 970'379'5828 Gonstruction Uy: BT'Enieririses (Billtoney) PO Box 3856 Basalt CO 81621 970'379'5430 btenterprises. @aol.com Architect: ConftuenceArchitecture (Angela Loughry) 515 CrystalCircle Carbondale CO 81623 97 0.963.97 20 www. co nfl ue ncea rch itectu re' co m i"gi"";r, Stiuctura:Evove structurat Design 1040 Man st. carbondale co 81623 e/6.5fi.0113 evolvestruct.com MEP: Jeff M' Grebe c"o"stuovby:CadfishLLc970.618.0230cadcode@hotmail.com This code study is based on the 2015 International Building Qgde by lpc !{0 Ptan ^ Analyst. www.ptanana'iyst.com. This code study is based on the 2015 lnternational Building code ny tiC using Plan Analyst. www'planan?lyst'com Thefollowing;LdL@sarebasedonthe2015lnternationalBuilding Code and other apptt"Of" CoOd", including but not limited-to the the lnternational Fire Code iOf S, int"*ationit'fueiCas CoOe 2015, thle lnternational Mechanical Code 2015' the rnternationarEnergy Conservation code 2015, the 20l5 rnternationarswimming Pooland spa code (lsPSC), and tne current Edition of the National Electric code as adopted by the state of Cof"i"'0" and'iegulations as adopted and amended by Garfield County' Any and alt deviations from the original plans and. specifications approved by the Building Department snarr Ue s-uOmltteO io the Buildlng Dbpartment for approvat glior !9 installation' The purpose of this review is to providi foi minimum protection of life, limb, health, property, environment anO tor tie*safet' anO welfare of the consumer and general public as..regulated by the 2015 tnternational B;i[i.; CbO" and other applicable 9o-dli: including but not]imited to the the lnternational Fire code 2015, lnternational Fuel Gas Code 2015, the lnternational Mechanical code 2015, the lnternatiorial en"rbv consewation code 2015, the 2015 lnternational Swimming Pool and Spa code (tspit; i#;r;;nt Edition of the National Electric code, and, other applicable Codes and regulation. lt "Jopted and amended by Garfield County' The Focus of .this review and correction list is the tife safety provisions orine zot6 lnternational Building code. other referenced codes are only spot checked or reviewed by olhers' These "onoiiionr "r" p"tt of tne griiloing Permit and shall be resolved prior to issuance of a the Building Permit for the project' The approvJr'"i pr".,! "iro ipecifications does not permit the violation of any section of the rnternationat euiioi;g-coJ"irl ";d other appricabre codes adopted and amended by Garfield County, and, any applicible federal, state or local regulations' ELECTRICAL ROUGH IN INSPECTION AND ELECTRICAL FINAL INSPECTION IS REQUIRED PRIOR 10 CERTIFICATE OF OCCUPANCY BY THE STATE ELECTRICAL INSPECTOR. - THIS PROJECT SHALL. BE CONSISTENT WITH AND CONFORM TO THE APPLIGABLELAND-DEVELoPMENTcoDEPRoVISIoNSoFGARFIELDcoUNTY FIRE EXTINGUISHERS REQUIRED ON SITE. THIS PROJLCT STTNI-L GOMPLYWITH THE 2Ol5INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC). BASIC BUILDING DESCRIPTION: Type of Construction = VB eriitOing does not have an automatic sprinkler system Allowable area and height based on different uses not being separated by fire barriers. Mostrestrictive height and area used. (50g.3.2) ADDRESS IDENTIFIGATION: Buildings shall be provided with approved address identification. The address identification shallbe legible and placed in a position that is visible from the street or road fronting the pioperty. Characters shall be Arabic numbers or alphabetical letters. Numbers shall not-be spelled ou1Each character shall be not less than 4 inches high and not less than 0.5 inch wide. They shall beinstalled on a contrasting backgrounrl. Wren reqiired by the fire official, address numbers shallbe provided in additionalapproved locations. \Men acclss is by a private road and the buildingaddress cannot be view fjot 119 public way, a monument, pole or other approveo iiln shall beused to identify the structure. (501.2) slrE DEscRlPTloN - pool BU|LD|NG: (506.3 ,2 and 202 F|RE SEPARATTON DTSTANCE) The north side has a lot line. Distance to lot line = 30.0 Length of perimeter facing lot line = 100.0 This side is not accessible from a street or approvedfire lane. The east side has a lot line. Distance to lot line = 30.0 Length of perimeter facing lot line = 50.0 This side is not accessible from a street or approved firelane. The south side has a lot line. Distance to lot line = 30.0 Length of perimeter facing lot line = 100.0 This side is not accessible from a street or approvedfire lane. The west side has a public way. Distance to public way = 50.0 ,width = 30.0 Length of perimeter facing the public way = 50.0 This side can be accessed from a street orapproved fire lane. Perimeter of the entire building = 300.0 feet. Perinreter which fronts a publlc way or accessible open space = 50.0 feet.tllgighted average of the.width of public way or accissibtb open space = .0 feet. (506.3.2) Allowable area increased .00% due to frontlge. (506.3) HEIGHT OF BUILDING: Actual height of building = 28.00 ft Allowed building height = 40.00 ft The height is within theallowed height. (504.1 and Tabte 504.3) BUILDING INTERIOR: ALLOWABLE AREA AND HEIGHT FL NAME OCC [[AX FLR AREA ALLOWED RATIO STATUS F1 Swimming pool & Deck A3F1 Exercise room BF1 Community Room BF1 Mech. Eguipment rm. BF1 Storage C-Loset 51F1 Baths, halJ_s, wal_ls B IUI'A! TUK T'LUUR BUILDING TOTAL 1 2, 2 1 2 4391 200 tr,c.) 107 44 307 557 7 trtr?t OUUU 6000 6000 600 0 6000 6000 6000 6000 U. /J UK 0. 03 0K0.09 0Ko.02 0K0.01 0K 0.05 0K 0. 93 0K 0. 93 0K Notes: Allowable area is based on Table b06.2 and Section 506. Allowable number of stories is based on Table 504.4 and section 504 \ t' EXIT REQUIREMENTS: NAME OF AREA NUMB OF occ MIN MlN CORRIDOR MAX NUMB EXIT PANIC DOOR FIRE TRVL EXIT WDTH HDWR SWNG RATING DIST NOTESFL F1 F1 F1 F1 F1 F1 Swimming pool 293 Exercise room 4 Community Room 35 Mechanical equiPme 1 Storage Closet 1 (A) Baths, haf l-s, wal 0 TOTAL 1st FLOOR 334 a 1 1 1 1 0 2 58.6 .8 1 .2 .2 0 66.8 YES no no no no no YES OUT any any any any any OUT N/A N/A N/A N/A N/A N/A N/A 200 200 200 200 200 200 200 r72 sL2 NOTE: Areas with (A) befOre the number of occupants is bein-g.treated an accessory use area' This area is only used persons who occupy the main areas of the building. The occupant load of this area is not included in the total occupant load for suites, floors, or the building. FOOTNOTES: l. f*o exits are required from this area since the occupant load exceeds allowable in Table 1006.2.1 5. Number of exits from this floor is based on section 1006.3.2 12. Panic hardware is required when the occupant load is 50 or more. (1010.1.10) NOTES FOR EXIT TABLE: Door swing is based on Section 1O10''l '2 Occupantl'oad is based on Section 1004 and Table 1004'1'2 exitwiotn is in inches and based on sections 1005.3.1 and 1005.3.2 For the minimum width of stairways, see Section 1011'2' Exits shall be continuous from the point of entry into the exit to the exit discharge. (1003.6) corridors shall have a ceiling height of not less than 7 feet 6 inches. (sec. 1003'2 The minimum corridor width is 44 inches' The minimum corridor width is 36 inches where the occupant capacity is less than 50' (Table 1020.2) lf 'CORRIDOR RATING'= N/A There is no corridor in this area. lf 'CORRIDOR RATING'= None W"f fi "nO "eilings of corridors are not required to be fire-resistive unless they are required to be fire-resistive baJed construction type. (Table 1020'1) There is no restriction as to the amount and $pe of openings unless protection of openings is required by some other code provision' . lf 'CORRIDOR RATING = t hour or 112 hr Walls shall Oe tire-resistive - Table 1O2O.1Walls shall extend to the underside of the floor/roof slab or deck or to tne fire-resistance rated floor/ceiling or roof/ceiling assembly above. (708.4) ii""ption 2: Where the room-side membrane is carried through to the underside of a fire resisiance rated flooi or roof, the ceiling of the corridor shall be permitted to be protected by the ,i" oi -eiting materiati as required forl 1-hour rated system or the ceiling shall be constructed as required for the corridor walls. Door openings are requireo to be protected with 20 minute (1/3 hour) fire assemblies. (716'5.3 & Table 716.5) Ooorsshall'beself-closingorautomatic-closing'--Sec'716'5'9 Doors shail have an activ6 latch bolt that will secure the door when closed. - sec. 716'5.9.1 Window openings are required to be protected with labeled 45 minute (3/4-fire-hour) fire- assemblies. (716.6 & Table 716.6) il;pti"", Giazing in 0.S-hour walls is permitted to havc an 0.33-hour rating' fne tbtat area of windows shall not exceed 25 percent of the area of a common wall with any room. (716.6.7.2) Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts or plenums. (1 020.5, See Exceptions) Fire resistant corridors shall not be interrupted by intervening rooms. (1020.6) Fxception 1: Foyers, lobbies or reception rooms constructed as requiied for iorridors, \Mten more than one exit is required, exit access shall be arranged such that there are no dead ends in corridors more than 20 feet. (1020.4) DOOR SWING EXCEGPTIONS: Exception 5: Revolving doors complying with Section 1010.1.4.1 Exception 6: Horizontal sliding doors complying with section 1ol o.1 .4.3 Exception 7: Power-operated doors complying with Section 1010.1.4.2 EXITWIDTH NOTES: Exitwidth is in inches and based on Section 1005.2 \Mdth shown for all areas is based on other egress components. (100b.3.2) \Afidth shown for 1st floor is based on other egress components. 1i oos.r.zj \Mdth shown for other floors & basements is based on stairways. (1005.3.i) For the minimum width of doors, see Section 1010.1 .1 . EGRESS CONTINUITY: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component. (1003.6) EXIT SEPARATION: ln areas where 2 exits are required, the minimum separation is 1t2 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doonuays. (1007.1.1) Exception 1: \A/here interior exit stairways are interconnected by a 1-hour corridor, the separaiion shall be measured along the shortest direct travel within the coiridor. Mu.ltiple means of egress shall be sized such that the loss of any one means of egress shall not reduce ihe available capacity by more than 50 percent. (100S.S) CORRIDOR REQUIREMENTS: l.corridors shall have a ceiling height of not less than 7 feet 6 inches. (1003.2) 2.The minimum corridor width is 44 inches. Where the occupant capacity is less than 50, the minimum corridor width is 36 inches. (Table 1020.2) 9'[I'I":19:ittive rating is t hour or 112 hr, walls shall comply with Section 708 for fire partitions. (1020'1) Walls shall extend to the underside of the floor/roof slab or deck or to the fire-resistance rated floor/ceiling or roof/ceiling assembly above. (709.4) Exception 2: Where the room-side membrane is carried through to the underside of a fire resistance rated floor or roof, the ceiling of the corridor shall be permitted to be protected by the use of ceiling materlals as requlred for a 1-hour rated system orthe celling shati ne constru-cted as rcquired for the corridor walls. { Qoor openings are required to be protected with 20 minute (1/3 hour) fire assemblies. (716.3.3 & Table 716.5) S.Doors shall be self-closing or automatic-closing. (716.b.9) 6.Doors shall have an active latch bolt that will secure the door when closed. (716.5.9.1) T.Wind.ovtr openings are required to be protected with labeled 45 minute (3/4-fire-hour) fire- assemblies. (716.6 & Table 716.6) Glazing in 1/2-hour walls is permitted to have an 1/3-hour rating. 8.The total area of windows shall not exceed 25 percent of the area of a common wall with any room. (716.6.7.2) 9.Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts or plenums. (1 020.5), See Exceptions 10.Fire resistant corridors shall not be interrupted by intervening rooms. (1020.6) Exception 1: Foyers, lobbies or reception rooms constructed as required for corridors. 11.When more than one exit is required, exit access shall be arranged such that there are no dead ends in corridors more than 20 feet. (1020'4) MEANS OF EGRESS ILLUMINATION: i. in" means of egresi including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied' (1006' 1) Exception:Aisle accessways in Group A z. in'e means of egress illumination shall not be less than 1 foot-candle at the walking surface level. (1006.2) See section iOOO.g for emergency power requirements' ADDITIONAL DOORS: Where additional ooors are provided for egress purposes, they shall conform to the requirements in Section 1010. (1010.1) LANDINGS AT DOORS: f . iner" shall be a floor or landing on each side of a door. (1010' I .5) 2. Such floor or landing shall be a-t the same elevation on each side of the door. (1010.1 .5) i. rn" floor or landing"shall not be more than 1t2 inch lower than the threshold. (1010.1.7) a. f_"noing, shall hav-e a width not less than the width of the stairway or width of the doorway, whichever is the greater' Where a landin! r"r"r an occupant load of 50 or more, doors in any position shall not reduce the landing dimeision to less than one half of the required width. The minimum length in the direction ol exit travel is 44 inches. (1010'1'6) 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. (1010.1.8) BOLT LOCKS: nnrnr"rrv operated flush bolts and surface bolts are not permitted. (1010.1 .9.4) .. iiceptitin i: Where a pair of doors serves a storage or equipment room, manually operated edgel or surface-mounted bolts are permitted on the inactive leaf. inE unutcrring of any door or leaf shall not require more than one operation. (1010.1 .9.5) Eiception 2: fithere manually operated bolt locks are permitted. Exception 3: Doors with automatic flush bolts as permitted' LOCKSAND LATCHES: Egr"r" Ooors shall be readily openablg from the egress side without the use of a key or any special knowledge or effort. (1010.1 .9) I'ocrs and latchJs shall be pLrmitted to prevent operation where any of the following exists: (1010.1 .e.3) 2. The main door or doors in Group A areas with an occupant load of 300 or less are permitted to Oe equippeO with key operating locking devices from the egress side provided: 2.1The locking devibe is readily distinguishable as locked' 2.2 Areadily visiOte durable sign is posted on the egress "iJ" rtiiingl TH;S D9OR TO ftEMAIN UNLogKED WHEN BUILDING lS gCCUPIED 3. Where jgress Ooors are used in pairs, automatic flush bolts shall be permitted to be used, pr*iolJtnE ooor leat having the automatic flush bolts has no doorknob or surface-mounted hardware. 5. Fire doors after the minimum elevated temperature has disabled the unlatching mechanism' RAMP REQUIREMENTS: 1. The minimum width is 44 inches. lf a ramp serves an occupant load of 50 or less, it may be 36 lnches wlde. lf the ramp is serving a high oucupatrI load, clteck exit table alrove fcrr required width. (1012.5.1& Tabte 1020.4) 2. lf the gmp i9 Pryt ol the means of egress, the maximum slope is 1:12, All other ramps may have a slope of 1:8 or less. (1012.2) 3. The rise for any ramp shall be 30 inches maximum. (1012.4) 4- Landings shall be provldect ?!the top, bottom, polnts of turning and at doors. (1012.6) Landings shall have a length of at least 60 inches in the direction of travel. (1012.6.3) Exception 2: Where the ramp is not part of accessible route, the length is not required to be more than 48 inches. b. Where changes tn dtrectton of travel occur at landrngs, the landrng shail be tiU rnches by 60 inches minimum. (1012.6.4) 6. The surface shall of slip-resistant materials that are securety attached. (1012.7.1) 7. Handrails shall be per Section 1014. (1012.8) See handrail requirements in stair requirements. 8. A curb, rail, wall or barrier shall be provided that prevents the passage of a 4-inch diameter gP!9let where any portion of the sphere is within 4 inches of the floor or ground surface. (1012.10.1 ) 9. Thefloor or ground sqrface of the ramp run or landing shall extend 12 inches minimum beyond the inside face of a handrait. (1012.10.2) BUI LDING ACCESSIBILITY Accessible entrances and accessiblilty within the building shall comply with Sections 1104 and 1105. On floors where drinking fountains are provided, accessible drinking fountains shall be provided. No fewer than 2 drinking fountains shall be provided. One shall comply with the requirements for people in a wheelchair and one for standing persons. (1109.S.1) ln areas with fixed seating, accessible wheelchair spaces shall be provided in accordance with Table 1108.2.2 See Section 1108.2 for additional requirements. MINIMUM NUMBER OF PLUMBTNG FTXTURES: (2902.1) FL NAME OF AREA NUMBER \J\-U WATER CLOSETS MALE FEMALE LAVATORIES MALE FEMALE DRINK]NG FOUNTA]NS F1 Swi-mming pool 293 F1 Exercise room 4 F1 Community Room 35 f1 Mechanical equipme 1_F1 Storage Cl.oset I F1 (A) Baths, ha1ls, waf O TOTAL for 1st FLOOR 334 NOTES ON THE TOTAL NUMBER OF PLUMBING FIXTURES: The number of fixtures for a floor may not match total number of fixtures per area. 1. Fixtures for accessory areas are not includad in the floor total. 2. The number of fixtures for each area are rounded up to the next whole number. Floor totals are not rounded up until the floor total is obtained. lf the fixtures only serve an area, use number shown for each area. lf the fixtures serve an entire floor, use number shown for totals. FIRE.RESISTANCE REQUIREMENTS: FIRE.RESISTANCE RATING FOR EXTERIOR WAI-LS: North 9ide: 91o-qp A3 ' Bearing walls = O-hr Nonbearing walls = 0-hr rating on the inside. (705.5, Tables 601 & 602) 1 1 1 1 1 1 1 1 1 1 I 1 0 2 1 1 1 1 1 0 1 4 1 1 1 1 0 5 z 1 1 1 ,1 0 3 Projections extending beyond th_e_exterior wall cannot extend closer than 40 inches to the fire separation distance line' (Table 705'2) No limit on unprotect"o .lpenings. Th'ere is no limit on protected openings' (Ta!!-e-7-05'8) Group B - Bearing *"litl 0-hr-Nonbearing walls = 0-hr rating on the inside. (705.5, Tables 601 & 602) Projections extending beyond th_e-exGrior wall cannot extend closer than 40 inches to the fire separation distance line. (Table 705'2) No limit on unprotecteO dp"ning.. There is no limit on protected openings' (Table- l0-5 8) Group Si - Bearing wafld-= g-h-r Nonbearing walls = O-hr rating on the inside. (705.5, Tables 601 & 602) Projections extending beyond the_exterior wall cannot extend closer than 40 inches to the fire separation distance line. (Table 7052) No limit on unproteci"O .]p"nings. Th'ere is no limit on protected openings' (Table-705'8) combustible projections Lli"nolng within s feet of the line used to determine the fire separation distance or located where openings are not permitted or where.protection of openings are *q"ir"J .n"tt n" of at least i -noui fire-resisiive-rated construction, Type lV or fire-retardant- treated wood. (705.2.3) East Side: Group A3 - Bearing walls = g-hr Nonbearing walls = O-hr rating on the inside. (705.5, Tables 601 & 602) Projections extending beyond th_e^exterior wall cannot extend closer than 40 inches to the fire separation distance line. (liable 705'2) No timit on unproteci"o .lpEnings. There is no limit on protected openings' (Table-7-05'8) Group B - Bearing *riit! o-niNonbearing walls = 0-hr rating on the inside. (705.5, Tables 601 & 602) Projections extending beyond the^exterior wall cannot extend closer than 40 inches to the fire separation distance line. (Table 705'2) No timit on unprotecil ;6i;gs. There is no limit on protected openings' [a!]e- Io-s al Group Si - Bearing waf fd = g-h-r Nonbearing walls = O-hr rating on the inside. (705.5, Tables 601 & 602) Projections extending beyond th_e^exterior wall cannot extend closer than 40 inches to the fire separation distance line. (Table 7O5'2) No limiton unprotecieO dp"ningt. Th'ere is no limit on protected openings' (Table-705'8) combustible projecilons "lt"noi,',g within 5 feet of the line used to determine the fire separation distance or located where openings are not permitted or where protgction.of openings are [lft; .n"it o" of at least i-noui fire-resisiive-rated construction, Type lV or fire-retardant- treated wood. (7 05 -2.3) South Side: Group A3 - Bearing walld = O-hr Nonbearing walls = O-hr rating on the inside. (705'5, 'lables 601 & 602) Projections extending beyond th_e_exterior wall cannot extend closer than 40 inches to the fire separation distance line. (Table 7O52) No limit on unprotecieO dpenings. There is no limit on protected openings' (Table-7-05'8) Group B - Bearing *"iit = g-hr-Nonbearing walls = O-hr rating on the inside. (705.5, Tables 601 & 602) projections extending beyond the exterior wall cannot extend closer than 40 inches to the fire separation distance line. (Table TOS.2) No limit on unprotected openings. There is no limit on protected openings. (Table Z0S.g) 9tgf Sl - Bearing walls = O-hr Nonbearing walls = o-hr rating on tne i-nside. (7ob.b, Tables 601 & 602) Projections extending beyond the exterior wall cannot extend closer than 40 inches to the fireseparation distance line. (Table T0S.Z) No limit on unprotected openings. There is no limit on protected openings. (Table 70S.g) C.ombustble prolections extending within 5 teet of the line used to determrne the frre separation distance or located wh.ere openings are not permitted or where protection of openings arerequired shall be of at least 1-hour fire-resistive-rated construction, Type lV orhre-re-tardant- treated wood. (705.2.3) West Side: 9to_1P A3 - Bearing walls = o-hr Nonbearing walls = o-hr rating on the inside. (705.5, Tables 601 & 602) Projections extending beyond the exterior wall cannot extend closer than 40 inches to the fireseparation distance line. (Table 705.2) No limit on unprotected openings. There is no limit on protected openings. (Table 70S.g) 91olp B - Bearing walls = O-hr Nonbearing walls = O-hr rating on the iniiOd. (705.5, Tabtes 601 & 602) Projections extending beyond the exterior wall cannot extend closer than 40 inches to the fireseparation distance line. (Table 705.2) No limit on unprotected openings. There is no limit on protected openings. (Table 705.g) 9!-le Sl - Bearing walls = O-hr Nonbearing walls = O-hr rating on the i-nsicie. (705.5, Tabtes 601 & 602) Projections extending beyond the exterior wall cannot extend closer than 40 inches to the fireseparation distance line. (Tabie TAS.2) No limit on unprotected openings. There is no limit on protected openings. (Table 705.S) Combustible projections extending within 5 feet of the line used to determine the fire separationdistance or located whgre openings are not permitted or where protection of openings arerequired shall be of at least 1-hour fire-resistive-rated construction, Type lv orhre-re-tardant- treated wood. (705.2.3) FIRE-REslsrANcE RATTNG REeUtREMENTS:(Tabte 60i except as noted) Exterior wails . Minimum fire resistance rating = finE_nESISTANCE RATING FOR eXfentOR WALLS above Primary struotural frame may be of any material. Minimum fire resistance ragng = 0 hour lnterior Lrearing wall nuy be of any rnaterial. Minimum fire resistance rating = 0-hourInterior nonbearing wall may be of any material. Minimum fire resistance Eting = 0 hour Flooi'/ceiling assembly may.be oj any material. Minimum fire resistance rating-= 0 hour Roof/ceiling ass_embly may be o! any material. Minimum fire resistance ratin{= 0 hour Stairs may be of any material. Minimum fire resistance rating = 0 hour MARKING AND IDENTIFIGATION : Fire walls, fire barriers, fire partitions, smoke barriers and smoke partitions or any other wallrequired to have protected openings or penetrations shall be effectively and permanenly identified. (703.71 ldentification shall be located in accessible concealed floor, floor-ceiling or attic spaces; Be located within 15 feet of the end of each wall and at intervals not exieeding 3b feet; andSuggested wording: .FIRE AND/oR SMoKE BARRIER - PRoTECTALL oPEftINGS. FIRE PARTITIONS: The following wall assemblies shall comply' (708'1) Corridor walls. Fii" pjrtitions shatt have a fire-resistance rating of not less than 1-hour. (708.3) See exceptions. Fire partitions shall extend from the top of the foundation or floor/ceiling assembly below to the underside of the floor or roof sheathing, slab or deck above or to the fire-resistive-rated floor/ceiling or roof/ceiling assembly above' (708'4) in" "uppo-rting construciion shall be protected to afford the required fire-resistance rating of the wall subborted-, except for tenant and sleeping unit separation wall and corridor walls. See excePtions. A 1-hour fire-resistive rating is required for smoke barriers. (709.3) Smoke barriers shallform in effective membrane continuous from outside wallto outside wall .nO froln the top of the foundation or floor/ceiling assembly below to the underside of the floor or ioot ineatning, deck or slab above, including continuity through concealed spaces. (710.4) See Section 710.5 for opening requirements' PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES: WALLS ASSEMBLIES: Penetrations of walls shall comply section 714.3.1.1 or 714.3.1.2. FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES: penetrations of floor/ceiling and roof/ceiling assemblies shallcomply Section 714.4.1'1or 714.4.1.2. DUCTS AND AIR TRANSFER OPENINGS: uln"r"-*qr ued. (717.5) , Fire walls (717.5.1), Fire barriers (717.5.2), Shaft enclosures (717.5.3)' Fire partition s (717.5.4) and Smoke barriers (717 '5'5) REQUIRED SEPARATION OF OCCUPANCIES: (508.4-4 & Table 508.4) Uses are not separated by fire barriers. The construction of the building is based on the most restrictive use. (508.3.3) SEPARATION OF INCIDENTAL USE AREAS: (Table 509) Furnace rooms where any piece of equipment is over 400,000 BTU per hour input = t hour Rooms with any boiler over 15 psi and 10 horsepower = t hour Refrigerant machinery rooms = t hour Hydr6gen cut-off rooms not classified as Group H = 2 hour tntineiator rooms = 2 hours and an automatic sprinkler system is required St"tion"w storage battery systems having a liquid capaci$ of. more than 50 gallons of flooded leao-iciol nickeicadmturir oi VRLA or more than 1,000 pounds for lithium-ion and lithium medal pJ'r"iur"d for facility standby power, emergency power or uninterrupted power supplies = 2 hour ROOFING REQUIREMENTS: 1. The roofing on this building is required to be class c or better. (Table 1505.1) nooting ;ay-ne of No. 1 ced-ar or redwood shakes and No. 1 shingles. (Exception c) ROOF DRAINAGE: \Mrere the exterior wall construction extends above the roof in such a manner that water will be entrappeo if the primary drains allow build up for any reason,secondary (emergency overflow) roof drains or scuppers shall be provided' (1503'4'1) 1. Secondary orain's or scuppers shall be located and sized to prevent the weight ponding water from exceeding the design load of the roof' 2. See section 1611.1for design load requirements' 5. S"rpp"tt shall not have anlpening dimension of less than 4 inches' (1503'4'2 4. see sections 1106 and 1108 of the Plumbing code for design requirements. DRAFTETOPPING: lf there is combustible construction in the roof/ceiling assembly, draftstopping shall be installed so that the area of concealed space does not exceed 3,000 squale feet. (719.4.3) Opening in the partitions shall be protected by self-closing doors with automatic latches constructed as required for the partitions. (719.4.1.1) AUTOMATIC SPRINKLER SYSTEMS: lf openings are not provided in each 50 feet on at least one exterior wall or there is floor area more than 75 feet from -an exterior opening, an automatic sprinkler system is required. Openings shall have a minimum dimension of 30 inches. There must be at leait 20 sq.ft. oi opening in every 50 lineal feet of wall or fraction thereof. The height of the bottom of the openihg snail not exceed 44 inches measured from the floor. (903.2.11 .1) An automatic sprinkler system is required in the A-3 fire area when the fire area has an occupant load of 300 or more. (903.2 .1.3, #2) An automatic sprinkler system shall be provided when the area exceeds 2,500 square feet and is g.sed f9f the storage of upholstered furniture or mattresses. (903.2.9 #5) Note: The size of the fire area may be reduced using fire barriers. See section 707.3.10 tor requirements. The fire-resistive rating for the fire barier assembly is 3 hours. (Table 707.3.10) FIRE PUMPS: \Mlen provided, fire pumps shall be located in rooms that are separated from all other areas by 2- hour fire barrier construction. (913.2.1) PORTABLE FIRE EXTINGUISHERS: Portable fire extinguishers are required. (906. j) See Section 906.1 and Table 906.1 for location requirements See Section 906.3 for size and distribution requirements. STANDPIPE AND HOSE SYSTEMS: Astandpipe system is not required. (g0S) FIRE ALARM AND DETECTION SYSTEMS: A manual fire alarm system that activates the occupant notification system is required. (gOT.Z.1) See Section 907.4 for additional information about system. ACCESSIBLE FACI LITI ES : Accessible water fountains shall comply with ICC/ANSI A117.1 , see section 602. Toilet facilities shall comply with lcc/ANstA11z.1, see sections 603 through 609. AhFTTIAIIAI TNIT E? EEAI IIAFIIFTI+A.Avv. t lvltAr.. | \.rlLE I IfEf.aLrlnl'ElIlEN I D: Customers, patrons and visitors shall be provided with public toilet facilities in spaces intended for public utilization. (2902.3) TJI_e 99te to the public facilities shall not pass through kitchens, storage rooms or closets. (2902.3.1) The path of travel to facilities shatl not exceed a distance of 500 feet. (2902.3.2) Directional signage indicating route to public facilities shall be posted. Such signage shall be located in a corridor or aisle at the entrance to the facilities. (2902.4.1) \A/here a toilet is provided for use of multiple occupants, the egress door for the room shall not be lockable from the inside. (2902.3.5) Where a building or tenant space requires a separate toilet facility for each sex and each toilet facility is required to have only one water closet, ' two fimily/assisted-use toilet facilities shall be permitted to serve as required separate facilities. Toilet facilities shall not be required to be identified for exclusive use by either sex. (2902.2.1) LIGHT AND VENTILATION: 1. Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings or shall be provided with artificial light. (1205.1) 2. Buildings shall be provided with natural ventilation or mechanical ventilation per the lnternational Mechanical Code. (1203.1 ) 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. (1203.5.2.1) GLAZING REQUIREMENTS: All glazing in hazardous locations is required to be of safety glazing material. (2406.1) See Section 2406/ for locations. WALL AND CEILING FINISHES: 1. Walland ceiling finish materials are required to comply with Sec. 803.11 and Table 803.11. 2. Textile wall and ceiling coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.5' 803.6. 3. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. (803.7) 4. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 4 inches. (1210.2.1 b. Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. (1210.2-2) CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. (1208.2) INSULATION NOTES: '1. lnsulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450. (720.2) 'concealed installation' and Sec. 720.3 'exposed installation' 2. Where such materials are installed in concealed spaces, the flame spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. (720.2.1) Foam plastic insulations are required to be protected. (2603) SWIMMING POOL REQUIREMENTS: Public Swimming pools shall be completely enclosed by a fence at least 4 feet in height or a screen enclosure. Openings in the fence shall not permit the passage of a 4-inch diameter sphere. The enclosure shallbe equipped with self-closing and self-latching gates. (3109.3) ELECTRIC E-3 Contact State Electrical lnspectut fur requiretttertts for an electrical permit, inspections, and approvals. WATER w-1 Coordinate all water and sewer extensions, connections, abandonment's, pressure tests and sterilization of water lines with the Water / Waste-water providers, prior to construction of this phase as necessary. W-3 lt is the contractor's responsibility to provrde and maintaln temporary water meter for water usage during construction. ENGINEERING N4 Coordinate all work done in Garfield County R.O.W.'s with the Garfield County Community Development Department and Sheriff Department prior to work in this area. N-5 Any encroachments into the Garfield County R.O.W. must have approval from the Garfield County Community Development Department N-8 The Developer shall repair and repave all streets and roads damaged by the installation of improvements or utilities. N-13 The Certificate of Occupancy will not be issued unless a foundation location or improvement location certificate is provided demonstrating zoning regulation compliance for building location. An improvement location certificate is required at time of C.O. DEPARTMENT OF EMERGENCY SERVICESF-1 Contact the Fire Department as necessary for compliance with the lnternational Fire Code 2015 as adopted by Garfield County. L-1 Obtain approval from the Police / Sheriff Department and Department of Emergency Services prior to closing any portions of streets, alleys andior sidewalks. srrE s-2 s-3 s-4 s-5 s-6 lf the project is abandoned or stopped for any reason, the owner shall be responsible for grading and re-vegetation of the site within a time period specified by the City. It shall be the developer's responsibility to provide for dust control on the site during construction. Notify all utilities for line locations and approval prior to beginning any excavation on site. (Electric, WaterMaste-water, NaturalGas Provider, Telephone, Cable, etc.) It is the Developer's responsibility to control mud flows and dirt from entering the public right-of-ways from the site. Clean-up in the righGof-way must be achieved by the developer in a manner other than water wash down into the storm sewers. The owner and contractor shall be responsible to control all trash, garbage, dirt, construction ciebris and noise as regulated by Garfield County Code. S-12 Provicie the Garfieid eounty Building Department with field verification of soil conditions after excavations have been made. S-17 Provide pedestrian protection as required. S-20 Any retaining wall on the site which exceeds 4' in height shall be engineered by a Colorado licensed P.E. s-24 projections beyond the property line of the building site should comply with the requirements of ChaPter 32. ACCESSIBILITYACC-3 Group A-3 & B Occupancies shall be accessible. Such areas or facilities include but are not limited to: a. doors. b. stairwaYs. c. elevators. d. platform lifts. e. egress or areas of refuge. f. bathing and toilet facilities. g. drinking fountains and water coolers' h. telephones. i. seating, tables and service counters. j. alarms. Foundations FDN-1 Foundations shall comply with with Ch. 18 & 19 IBC 2015 and architecVengineer plans. FN-2 Foundation drains shall be installed per the approved engineered plans around concrete and masonry foundations that retain earth and enclose habitable or useable space as required by the soils and engineered plans. The design and installation shall be approved by the project soils or structural engineer. FN-3 Foundation systems shall extend below the frost line as adopted by the Garfield County. Concrete Constructionffistructionshallcomplywithwithch'19lBc2015andthe architecUengineer Plans Plans. Masonru Construction @structionshallcomplywithwithch.21lBc2015andthe architecUeng ineer Plans Plans. Steel ST-1 Steel and metal stud construction shall comply with with Ch.22 IBC 2015 and the architecVengineer Plans. Wood Framinq!\fF-1 Wood construction shallcomply with Ch. 23 IBC 2015 and the architecVengineer plans. Manufacturer's lnstallation lnstructions ffistallationinstructions,asrequiredbythiscode,shallbeavailableon the job site at the time of inspection INTERNATIONAL PLUMBING & MECHANICAL CODES L-2 plumbing and mechanical must comply with the 2015 lnternational Plumbing Code (lPC) and the 2015 lnternational Mechanical Code (lMC) Gas furnace, or boiler and water heater, exhattst fans and other mechanical equipment shallcomply with the lPC, IFGC and the IMC 2015. (i.e., combustion air, M-'r installation, clearances, access, venting, gas line sizing and installation, etc.) and engineered stamped plans. I NTERN ATIO N AL EN E RGY CO N S ERUATI O N CO D E EN-1 This tsuilding shallcomply with the lnternational Energy Conseruation Code 2009 as adopted by Garfield County. Verification of by a registered design professional is required at time of CO. t rsPEcrto^rs INSP-1 Work shall not be covered until applicable inspections are requested, performed, and approved. Contact Garfield County a minimum of 24 hours prior to the date and time you would like your inspection. Thank you for your cooperation with inspection scheduling. INSP-2 Provide Special inspections per Ch. 17 IBC 2015 as necessary. fl rc hitecture I sustainability 5lt Ir'ysral l]ircle Ialbondale, [0 il16?3 $70.S63.S720 w*w.cunlluuncnarchitscture.rcm 8-22-22 Gorfield County Building Deporiment.l08 8th Street Suite 40.| Glenwood Springs, CO, 8160,| 970-945-8212 Att: Bruce Stolboch codcodeQhotmoil.com Deor Mr. Stolbqch: Pleose see response to comment leiter sent on 8-11-2022. Archiiect responses ore in red below. Mechonicol engineer will provide seporcrte comment response. I . Provide conloct informotion for MEP engineer Jeff M. Grebe. (l 0Z.l ) See Mechonir:ol Engineer comments. 2, Verify - are ony chonges proposed or hove been mode to the Pool Building thot should be included os porf of this opplicotion. Verify if the deck size hos increosed from the originol. There ore no chonges to the pool building in this permil set excepi those required by ihe enlorged pool ond deck size. The deck size hos increo:;ed from the originol. Originol deck size wos 225 SF. Proposed deck size is 3125 SF. 3. The dimensions ond sq. ft. of the pool on PL-2 do not motch the pool dimensions ond sq. ft. on ihe site plon. Verify. Provide revised plqns os necessory. A0.0 ond Al.0 hove been revised to motch PL-2. 4. Approved numbers or qddresses sholl be provided in o position thot is visible ond legible from the streei or roodwoy. Letters ond numbers sholl be o minimum of 4 inches in height with o minimum 0.5 inch stroke. (501.2) Specify on plons. See noie on A0.0. 5. The plons should indicote thot o moximum occupont lood of 203 is to be Other opplicoble design codes (lPC, IFGC, IMC 2015) should qlso be referenced on orchitecturol ond Mechonicolond plumbing plons. .See Mechoniccrl Fnrrineer resnonse. Sec. 306.4 hondroils on steps, Lower set of steps in pool hqve 4 risers. Provide hondroil. l"Jondroil hos been odded seePl-2. Sec. 306.8 deck edges Deck edges sholl be rodiused, topered or otherwise to eliminote shorp corners. Sec. 306.8. See PL:-2 Edge detoil. Nt^+^ r.-^^ t-^^^ ^,-l,-J^..j +^ ^,-J^^,-J^!-"il Dt /)tN( rte It( I\ I leert ( t(l( le(t t(, -t t(le (let( tll I L-L. Sec. 307.5, 31 .l.4.3 freeze protection. Not found. Clorify. Specify. See Mechonicol Engineer response. Sec. 307.6,307.7 colors ond finishes, Pool colors or o generol note on colors specifying complionce with Sec. 302.7 wos not found on plons. Specify. See note oddeci to PL-2, Sec 307.9 occessibility. Verify if ihe moin entrqnce, the building ond deck ore on occessible route to the pool. Specify on plons. See egr"ess plan on A0.0. Accesslble route is indiccied. Sec. 308.2 Wolls Specify complying rodius of woll ond pool. Specify complying rodius of wollond poolfloor intersection. Woll seclion on PL-2 sltows o 6" rodius. Sec.309.l ,309.2,31 I specifying opproved lisled circulotion ond other equipment. Specify thot oll treoimenl ond circulotion equipment is listed ond lobeled per NSF 50. equipment per Sec. 309.2. See Mechcnicol Engineer resf)onse. Sec.3l0.l Suction Entropmenl Avoidonce. Specify thol Suction Entropment Avoidonce equipment complies with APSP Z per Sec 310.1 c^^ r l^^l^^,^:*^l r^^,:^JUC 'VlULl llll llL'Jl r- { lulf tYel rv5[-r(.I l>ti, Sec.3l L2.3 equipment onchoroge. Specify onchoring of pool equipment cnd reloled piping per Sec. 3l 1.2.3 ond rnonufocturer specs ond opproved listings See Mechonical Engineer response. Sec. 31 '1.3 woter velocity in lines, Specify. Not found on plons, sholl not exceed 8 feet per second. See Mechonicol Engineer response Sec.31 1.4 opproved listed piping, Specify. Not found on plons See Mechonicol Engineer response. Sec.31l.6 pressure or vocuum gouge. Specify locoiions. Not found on plons See Mechonicol Engineer response. Sec. 3l ,l.7 flow meosuring devices ond flow limiis, Specify. Not found on plons See Mechonicol Engineer response. Sec. 3'l 1.8 provision ond locotion of written operoting instructions, Specify. Not found on plons See Mechonicol Engineer response. Sec.31 ,l.9 hydrostotic pressure test. Not found on plons. Specify required test 25 psi for I5 min. See Mechonicol Engineer response. Sec. 312.3 filiers ond pressure control, Not found on plons. Specify oir releqse per 312.3.1 See Mechonicol Engineer response. Sec. 313.3 intoke proiection ond occess for servicing for motors, Plons Exominer Response: Not found on plons. Specify cleqnoble strqiner, skimmer bosket, or screen See Mechonicol Engineer response. Sec. 313.6 isolotion volves for suction ond dischorge, Not found on plons. See Mechonicol Engineer response. Sec. 3,l3.7 emergency shutoffs, Specify loc<rtion on plons with occess ond within sight of the pool ond not less thqn 5 feet horizontolly from the inside wolls of the pool. See Mechonicol Engineer response. Sec. 3l 4.2 enlropment ovoidonce, See Sec. 310 obove See Mechonicol Engineer response. Sec.314.4 return in lets. Not found on plons. Specify I return inlet per 300 sf of pool oncl thot ore designed not to constitute o hozord to the bother. See Mechonicol Engineer response. Sec. 3,l5.2 Surfoce skimming required, listed ond lobele<J in occordonce with NSF 50. Pool circulotion systems sholl hove 100% turnover rote thru skimmers. Not found on plons. Specify See Mechoniccrl Engineer response. Sec. 315.4.1 perimeter system surge copocity, not less thon I gollon per sf of woter surfoce. Not found on plons. Specify Qaa hrlanhnninnl []nninaar rac^n hc^v\/v rvlvvl lvr llUsl !-l lVll lVVl lvJlJVl lJU. Sec. 316.4.2 prohibiting public occess to controls, Verify See Mechcrnicol f:ngineer response. Sec. 317 blowers ond induction systems if opplicoble, Verify if ihis type of system is used. See Mechonicol f:ngineer response" Sec. 3.l8.3 over the rim spouts, Verify if system is used. lf so specify complying systenr. See Mechoniccrl [:ngineer response. Sec.3l9 equipment sonitizing, Verify if system is used. lf so specify complying system. See Mechcrnicol f:ngineer response. Sec.319.2 protection of chemicolfeeders to not operote if there is noi odequote return flow, Verify if system is used. lf so specify complying system. See Mechonicol f:ngineer response. Sec. 320 woste woter disposol. Verify if system is provided. lf so specify complying system. See Mechonicol [:ngineer response. Sincerely, Angelo Loughry