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Home My WebLink AboutAVOGADROS NUMBER EXPANSION - Filed MA-MINOR AMENDMENT - 2020-11-03Minor Amendment Application Form - Zoning Department The requested information on this application is required. SUBMITTAL REQUIREMENTS: 1) The initial submittal and additional rounds of review shall be electronic (one (1) copy on a CD or Flash drive) of the site, landscape, elevation, etc. - whichever sheets are being altered. A Legal Description is required. Changes on each sheet should be clouded. Once all departments approve the proposed changes a Final Hard Copy will be required to be printed on 24”x36” Mylar sheets. Please ensure the electronic submittal can be printed to scale on 24”x36” sheets. 2) Complete and sign Minor Amendment application form and Transportation Development Review Fee application form (TDRF). The following link is to the TDRF application form: https://www.fcgov.com/engineering/pdf/TDRF2012applicationform.pdf?1365616099 3) Application fee of $350. Note: an additional $250 fee is required if the Poudre Fire Authority (PFA) needs to review the application. Typically, PFA fee is required for all changes of use, building additions and/or new buildings. MINOR AMENDMENT Detailed description of the change and reason(s) for the request: ___________________________________________________ Date Submitted:________________________ Comments Due By:_____________________ Minor Amendment # ____________________ Zoning Facilitator: ___________________________________________________ Effective Date:_________________________ THIS BOX IS FOR OFFICE USE ONLY Project name:________________________________________________________________________________________________ Project Location (Street Address): ___________________________________ ___________________________________________ General Information: List all property owners having a legal/equitable interest in the property (Attach separate sheets if necessary). Owner’s Name (s): ___________________________________________________________________________________________ Street Address: ______________________________________ City/State/Zip: ___________________________________________ Telephone: __________________________ Email:__________________________________________________________________ Applicant’s/Consultant’s Name: _______________________________ Name of firm: ____________________________________ Street Address: ______________________________________ City/State/Zip: ___________________________________________ Telephone: __________________________ Email: _________________________________________________________________ CERTIFICATION I certify the information and exhibits submitted are true and correct to the best of my knowledge and that in filing this application, I am acting with the knowledge, consent, and authority of the owners of the property (including all owners having a legal or equitable interest in the real property, as defined in Section 1-2 of the City Code; which is the subject of this application) without whose consent and authority the requested action should not lawfully be accomplished. Pursuant to said authority, I hereby permit City officials to enter upon the property for the purpose of inspection, and if necessary, for posting a public notice on the property. Name (please PRINT): ___________________________________________________________________________________________ Address:________________________________________________________________________________________________________ Telephone:________________________________________Signature:_____________________________________________________ 281 N. College Ave, PO Box 580, Fort Collins, CO 80522, (970) 416-2745 F: (970) 224-6134 7.6.20 MA200048 JKimberlin 11.2.20 Avogadro's Number Music Venue Bar and Resturant 605 South Mason Street MH Mall, Inc, Robert Osborne President 605 Soudsth Mason Street Fort Collins, CO 80521 970-493-5555 avosrob@gmail.com Jeffrey Down Down Zankey Construction, Inc PO Box 1925 Fort Collins, CO 80522 970 567-2453 jeff@downzankey.com Jeffrey Down PO Box 1925 Fort Collins, CO 80522 970-567-2453 An existing deck and fence are being converted from outside to inside space. The addtion to the building is 376sf. Community Development & Neighborhood Services 281 N. College Ave Fort Collins, CO 80524 970.221.6689 fcgov.com/DevelopmentReview Minor Amendment Decision Letter November 2, 2020 Jeffrey Down Down Zankey Construction P.O. Box 1925 Fort Collins, CO 80522 970-567-2453 jeff@downzankey.com Dear Jeff, Thank you for application submittal Minor Amendment MA200048. This application has been received and reviewed in accordance with Section 2.2.10 - Amendments and Change of Use, of the City of Fort Collins Land Use Code. As of the date of this letter this application has been Approved. This final decision of the Director may be appealed to the Planning & Zoning Board, in accordance with Article II, Division 2.2.10(A)(5) of the Land Use Code, within 14 calendar days of the date of final action by the Director. This appeal shall be filed at the Development Review Center located at 281 N College Ave Fort Collins, CO 80524. Sincerely, Jamie Kimberlin Senior Zoning Inspector City of Fort Collins 970-416-2401 jkimberlin@fcgov.com Peterson Design REV: 4921 Sandstone Dr. Ft. Collins, CO 80526 (970) 223-2400 Avogadro's Number Expansion & Minor Ammendment DATE: 605 S. Mason St. Ft. Collins, CO 80524 970-493-5555 August 14, 2020 Robinson Engineering 105 S Meldrum St. #4 Ft. Collins, CO 80522 (970) 217-4960 A- 1 responses to staff comments EXPANSION AREA (367 sf) Alley 16'-0" exist'g bike rack demo exist'g SOG exist'g bike racks demo exist'g planters 207 West Myrtle Existing Building West Myrtle St. Mason Street assumed Property Line 190'-0" 100'-0" 190'-0" 90'-0" 65'-0" 65'-0" 1 Site Plan A1 1 STOR STOR 3'-0" 0 5 10 20 40 60 80 100 Feet exist'g conc pavement to remain repave to match exist'g install new trench drain & 24" wide steel cover to street gutter, per city design req'mnts demo exist'g dr's & window exist'g street curb & gutter CODE INFORMATION Zoning: CC Community Commercial Occupancy Group: A-2 Construction Type: V-B Site Area 18,850 sf Peterson Design REV: 4921 Sandstone Dr. Ft. Collins, CO 80526 (970) 223-2400 Avogadro's Number Expansion & Minor Ammendment DATE: 605 S. Mason St. Ft. Collins, CO 80524 970-493-5555 August 14, 2020 Robinson Engineering 105 S Meldrum St. #4 Ft. Collins, CO 80522 (970) 217-4960 A- 1 responses to staff comments exist'g 12" fire-rated masonry wall shown hatched Ground Floor Plan Scale: 3/16" = 1'-0" 1 A3 hatched walls are exist'g 2-hour rated const, typ. DN DN New Seating Area 33'-8" construction work is confined to this area Reflected Ceiling Plan Scale: 3/16" = 1'-0" 2 A3 exist'g 3 sound insul in 1-hr 2x6 wd stud wall new illuminated exit sign install new 1-hr 3' dr & frame w/ struct'l header in exist'g wall UP new illuminated exit sign DN 3R@ 5.33" 3'-8" CMU in-fill @ exist'g openings install new 1-hr 3' dr & for 1-hr fire rating frame w/ struct'l header install new 1-hr 3' dr & frame in exist'g RO remove exist'g exit sign 10'-4" Peterson Design REV: 4921 Sandstone Dr. Ft. Collins, CO 80526 (970) 223-2400 Avogadro's Number Expansion & Minor Ammendment DATE: 605 S. Mason St. Ft. Collins, CO 80524 970-493-5555 August 14, 2020 Robinson Engineering 105 S Meldrum St. #4 Ft. Collins, CO 80522 (970) 217-4960 A- 1 responses to staff comments 2" rigid foam insul 2@ #4s top & bott 12"x25"L #4s @ 16" OC 3"min 1'-0" 2" 10'-2 1/2" 5-1/2" non-vented thermal insulation panels (R30.5) 1/2" OSB roof sheathing corrugated mtl roofing over adhered ice & water shield mtl flashing 5-1/2" non-vented thermal insulation panels (R30.5) 1/2" OSB roof sheathing corrugated mtl roofing 6x8 DF beam 1'-4" 6 1/2" 8'-8 1/4" exist'g restaurant flr level 0'-0" 3/4" T&G wd floor on resin paper over 3/4" T&G sheathing over 2x4 knee walls @ 16" OC 2" rigid foam insul 2x12 wd trim 8x8 DF beam exist'g show room flr level 1'-4" 2'-6" 5/8" type X gyp bd match milled wd sill 5/8" type X gyp bd 6" 4" 1'-4" 7'-6 1/2" 7 1/4" 6x6/10-10 WWF 4" tk conc SOG 6" crushed-rock base course compacted fill 6x8 DF post tapered PT shim supports gutter bott slope to drain formed sht mtl gutter cont end bd cut from PT 2x6 8'-8 1/4" exist'g restaurant flr level Peterson Design REV: 4921 Sandstone Dr. Ft. Collins, CO 80526 (970) 223-2400 Avogadro's Number Expansion & Minor Ammendment DATE: 605 S. Mason St. Ft. Collins, CO 80524 970-493-5555 August 14, 2020 Robinson Engineering 105 S Meldrum St. #4 Ft. Collins, CO 80522 (970) 217-4960 A- 1 responses to staff comments Note: all roofing work shall utilize the same roofing materials as the existing roof, and all new roofing work shall be done in strict compliance with the manufacturer's recommendations, so as not to invalidate the existing roof warranty. 3/4" OSB roof sheathing mtl flashing 5/8" type X gyp bd exist'g restaurant flr level 0'-0" exist'g show room flr level 1'-4" property line carpet to match exist'g in restaurant 5'-0" new parapet wall: match hgt of exist'g parapet new single-ply roofing ties into existing single-ply roofing 2x12 clg jsts @ 24" OC replace exist'g wd panel siding w/ 5/8" type X gyp bd exist'g type X gyp bd, wd studs & insul remain exist'g passageway roof const remains existing single-ply roofing 6x6/10-10 WWF 4" tk conc SOG 6" crushed-rock base course compacted fill exist'g restaurant roof ridge 5/8" type X gyp bd single-ply roofing to termination bar exist'g roof const mtl parapet flashing @ restaurant top of parapet wall @ restaurant top of parapet wall Section thru Passageway Roof Scale: 3/4" = 1'-0" 3 A6 Building Section @ Passageway Peterson Design REV: 4921 Sandstone Dr. Ft. Collins, CO 80526 (970) 223-2400 Avogadro's Number Expansion & Minor Ammendment DATE: 605 S. Mason St. Ft. Collins, CO 80524 970-493-5555 August 14, 2020 Robinson Engineering 105 S Meldrum St. #4 Ft. Collins, CO 80522 (970) 217-4960 A- 1 responses to staff comments East Elevation Scale: 1/4" = 1'-0" 1 A8 N-S Section thru Addition Scale: 1/4" = 1'-0" 2 A8 1'-0"11" 11"1'-0" 3/4" crushed rock base 4" conc SOG compacted fill 3'-0" 1-1/2"ø wd handrail; return ends to wall 5/8" type X gyp bd cem bd siding exist'g bar floor elev +1'-4" exist'g restaurant floor elev 0'-0" exist'g bar floor elev +1'-4" exist'g restaurant floor elev 0'-0" mtl parapet flashing 1,2 2 A6 A5 7 A6 1 A5 25/32" hard wd flr'g over resin paper on 3/4" T&G OSB sub-flr new footers match depth of exist'g (30" below grade min) 33'-8" 7" blockout align Foundation Plan Scale: 1/4" = 1'-0" 3 A8 exist'g foundations Peterson Design REV: 4921 Sandstone Dr. Ft. Collins, CO 80526 (970) 223-2400 Avogadro's Number Expansion & Minor Ammendment DATE: 605 S. Mason St. Ft. Collins, CO 80524 970-493-5555 August 14, 2020 Robinson Engineering 105 S Meldrum St. #4 Ft. Collins, CO 80522 (970) 217-4960 A- 1 responses to staff comments 10'-2" exist'g restaurant flr level 0'-0" 2'-6" property line roof jst br'g +10'-4" Section thru new N ntry Scale: 3/4" = 1'-0" 1 A9 exist'g roof const exist'g gutter 5'-1" mtl flashing #4s vert @ 16" OC grade slopes away from bldg 10'-4" exist'g restaurant flr level 0'-0" East Elevation @ new N entry Scale: 3/4" = 1'-0" 2 A9 exist'g gutter mtl flashing over top of pilaster 2@ #4s top & bott #4s vert @ 16" OC min 1-hr fire-rated 8" CMUs insul in cores grout cores solid where re-bars occur 2x10 rafters @ 24" OC 2 layers of 5/8" type X gyp bd 7'-2" 9 3/8" high-density cellulose insul (3.5 lb/cu ft) 1/2" plywd or OSB roof sheathing corrugated mtl roofing over adhered ice & water shield Note: 1-hr fire-rated roof/clg per GA file #RC 2601 7 5/8" wd fascia trim exist'g brick 2x8 fascia bd 2x8 PT sill plate on 1/2" sill seal 1/2"ø anchor bolt w/ LBP1/2 (2x2 washer) @ 32" OC exist'g CMU pilaster exist'g CMU wall 6x6/10-10 WWF 4" tk conc SOG 6" crushed-rock base course undisturbed soil or compacted fill sealant over 1/4" exp filler 8 A7 7 A7 5/8"ø anchor bolts w/ exp anchors @ 16" OC, staggered ice & water shield adhered flashing over ledger mtl jst hanger PT 2x10 ledger alum & glass entry door & lights new CMU wall NOTE: substitute 1-hr rated wood frame wall const for new CMU wall @ GC's option 8" sht mtl gutter &DS suspended rope lights Simpson H10 rafter tie-downs 9 min re-bar overlap 3" min 8-11-20 sheet A9 added 1'-0" #5 re-bar in solid grouted CMU bond beam #5 re-bar in solid grouted CMU bond beam pre-fab joint reinforcement @ 16" OC vert 1'-8" #4 re-bar in solid grouted CMU bond beam, typ 2'-0" 2'-0" 2'-8" 2'-8" MINOR AMENDMENT #MA200048 H - 0 1 H - 0 1 3'-4" 5 1/2" thickened slab RA grille; see mech SA duct; see mech 1 A7 1 A7 8 1 A5 FV blockout for DS transition to sidewalk trench drain 9 A7 1'-4" 3R@5.33"= beam br'g +9'-11 1/4" exist'g restaurant floor elev 0'-0" Partial North Elevation Scale: 1/4" = 1'-0" 4 A8 currugated mtl roofing sht mtl gutter & DS CMU wall exist'g fascia bd exist'g shingle roof 4 A9 4 A8 8 A7 7 A7 8-11-20 new entry added new brick infill: match exist'g coursing 3'-0" new fixed windows 1-hr fire-rated glass & frame August 28, 2020 1 1 1 1 1 1 1 1 1 2 2 response to McWilliams comments 1'-0" MINOR AMENDMENT #MA200048 H - 0 1 H - 0 1 Scale: 3/4" = 1'-0" 7 A6 PT 2x6 studs @ 16" OC mtl cap flashing on PT top plate exist'g roof const Section thru exist'g roof construction Scale: 3/4" = 1'-0" 4 A6 @ showroom top of parapet wall Note: exist'g insul omitted for clarity 16"ø duct; see mech 2x6 PT wd studs @ 24" OC sht mtl flashing on cricket overframed on exist'g roof exist'g roof const tuck new flashing under exist'g shingles sht mtl parapet flashing on PT 2x top plate Section thru Addition Roof Rake Edge Scale: 3/4" = 1'-0" 1 A6 exist'g gutter 1/2" fiber-cem bd siding 3 A6 1 A6 Note: 1-hr fire-rated wall per GA file # WP 3115 high-density cellulose insul (3.5 lb/cu ft) sealant mtl flashing roofing termination bar exist'g shingles 1/2" fiber-cem bd siding, both sides 5/8" type X gyp sheathing, both sides single-ply roofing 4 A6 1'-varies 3 1/8" exist'g termination bar exist'g single-ply roofing exist'g single-ply roofing @ restaurant top of parapet wall 2x6 wd studs @ 24" OC sht mtl flashing on cricket overframed on exist'g roof exist'g roof const tuck new flashing under exist'g shingles sht mtl parapet flashing on PT 2x top plate Section thru Passageway Roof Scale: 3/4" = 1'-0" 2 A6 1/2" fiber-cem bd siding, both sides 5/8" type X gyp sheathing, both sides @ restaurant top of parapet wall 2 A6 7/8" corrugted mtl roofing sealant over spring-fold flashing end in raked joint sealant 4" 3 1/min 4" exist'g termination bar 3'-varies 4 7/8" 10'-2 1/2" 5/8" type X gyp bd, both sides 2x4 wd studs @ 16" OC new rooftop mech unit; see HVAC drwgs flashing boot keep ducts below this sightline W6x9 exist'g gutter 2@ #4s cont in thickened slab exist'g fascia bd new flashing 5 A6 Vertical Section thru HVAC supports Scale: 3/4" = 1'-0" 5 A6 new rooftop mech unit; see HVAC drwgs 3"ø sch 40 pipe L1.5x 1.5x 0.125 2'-1 1/4" +_ FV flashing boot 3"ø sch 40 pipe kneebrace welded to 3"ø pipe upright & WF beam 6"x 15" x1/4" plate welded to ea 3"ø pipe upright 2@ 5/8"ø ABs into exist'g bond beam NOTE: if top course is not a bond beam, open top course and add 2@ 5/8"ø ABs into exist'g bond beam 1'-0" typ 6"x 15" x1/4" plate welded to ea 3"ø pipe upright W6x9 L1.5x 1.5x 0.125 horiz bracing welded to stl beams 6'-11 1/4" 2@ 5/8"ø ABs into exist'g bond beam 6"x 15" x1/4" plate welded to ea stl beam mtl flashing L1.5x 1.5x 0.125 masonry wall below W6x9 welded to ea 3"ø pipe upright 6"x 15" x1/4" plate welded to ea 3"ø pipe upright 6"x 15" x1/4" plate welded to ea stl beam 1'-0" typ Horizontal Section thru HVAC supports Scale: 3/4" = 1'-0" 6 A6 3"ø sch 40 pipe diag brace 2@ 5/8"ø ABs into exist'g bond beam 6 6 A6 6'-11 1/4" 2@ 5/8"ø ABs into exist'g bond beam saddle bracket composed of L2x2x.25s (omit vert leg @ exist'g masonry wall) corrugated mtl roofing on adhered Ice & Water Shield mtl flashing: step into exist'g masonry joints (4" min vert @ roof) 5-1/2" non-vented thermal insulation panels corrugated mtl roofing over adhered ice & water shield face of exist'g brick @ masonry wall fill stud spaces w/ R6/in closed-cell foam insul 1/2" fiber-cem bd siding, both sides 5/8" type X gyp sheathing, both sides 1/2" OSB sheathing new single-ply roofing 1 1 1 1 1 step mtl flashing @ exist'g CMU wall Note: see sht A5 for materials 1'-0" 2" 7'-6 1/2" 7 1/4" beam br'g +9'-11 1/4" 1'-10 1/2" 12 3 2 response to McWilliams comments 2 MINOR AMENDMENT #MA200048 H - 0 1 H - 0 1 0'-0" 2x12 wd trim fill void w/ foam insul exist'g show room flr level 1'-4" 2'-6" 2x6 PT sill plate on 1/2" sill seal milled wd sill: see dtl 3/A4 1'-10 1/2" 6x8 DF post tapered PT shim supports gutter bott slope to drain blk'g btwn beams cut from PT 2x6 sealant over spring lock formed flashing end property line property line carpet to match exist'g in restaurant beam br'g +9'-11 1/4" saddle bracket composed of L2x2x.25s 6@ 3/8"ø x 6" Titan HD anchors per bracket snow fence PT 2x4 sleepers @ 16" OC on 6-mil poly over 4" conc SOG horiz duplex outlet centered under ea window adhered ice & water shield continues completely under formed gutter J-box for suspn'd light fixt cenetered @ ea window sealant over sealant over 1/4" exp filler 1/4" exp filler sealant over 1/4" exp filler sealant over 1/4" exp filler mtl flashing sealant over spring lock formed flashing end in raked-out joint attach beam to bracket w/ 4@ LedgerLOK screws into sides of beam (2/side) 6x8 DF beam exist'g CMU wall is assumed to be of adequate integrity. FV units are CMU, not cinder blocks 2x4s @ 24" OC; secure w/ Simpson LUS24 jst hanger ea end exist'g roof const exist'g masonry wall const top of exist'g masonry parapet high-density cellulose insul (3.5 lb/cu ft) formed sht mtl gutter adhered ice & water shield continues completely under formed gutter Section thru timber frame Scale: 3/4" = 1'-0" 2 A5 Section thru typical wall & roof Scale: 3/4" = 1'-0" 1 A5 Simpson ABA66Z base snow fence 1/2" AB 1/2"ø anchor bolt w/ LBP1/2 (2x2 washer) @ 32" OC 4 TimberLok screws from 6x8 rafter beam into 8x8 beams 4 TimberLok screws from 8x8 beam into 6x8 post sealant & backer rod, both sides 16"ø duct; see mech 16"ø duct; see mech 5 6x6/10-10 WWF 4" tk conc SOG 6" crushed-rock base course compacted fill PT br'g shim in stl angle bracket saddle bracket composed of L2x2x.25s cont end bd cut from PT 2x6 cont end bd cut from PT 2x6 see 3/A7 5 A7 4 A7 2@ #4s top & bott 12"x25"L #4s @ 16" OC 3"min 1'-0" 2" sht mtl Z flashing sht mtl flashing 3 1/2" 1 1/2" 12 3 3 1/2" 1 1/2" 8x8 DF beam thermally-broken alumn fixed window sealant & backer rod, both sides 7'-6 1/2" 7 1/4" 1" rigid foam insul salvaged wood 1/2" OSB sheathing 2x6 wd studs @ 16" OC 5/8" type X gyp bd high-density cellulose insul (3.5 lb/cu ft) WRB 1 1 12 3 2 2 2 response to McWilliams comments Milled Wood Sill Scale: 3" = 1'-0" 3 A5 7 1/2" 1 3/4" 3/4" 3/4" 1/2" 1" 7 3/8" 1 7/8" 9 1/4" 1 1/2" MINOR AMENDMENT #MA200048 H - 0 1 H - 0 1 trench drain cover to street gutter suspended light fixt, typ 16"ø duct; see Mech Closet new 1-hr 3' dr & frame 3 A3 exist'g 2x6 wd stud wall install new 1-hr 3' dr & frame w/ struct'l header 3'-0" alum & glass exit dr install new 1-hr 3' dr & frame w/ struct'l header construction work is confined to this area remove exist'g dr & in-fill opening exist'g fire-rated 8" masonry wall shown hatched 4 A3 7 A6 2 A4 1 A4 6 3/4" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-4 1/2" 2 3/4" 1 1 1 1 1 3'-6" 1x fin wd trim 2x4 wd studs @ 16" OC 5/8" gyp bd, both sides 2x4 PT base plate 2x4 blk'g btwn studs cont 2x4 top plate Section thru kneewall Scale: 3/4" = 1'-0" 3 A3 Horizontal Section thru Downspout Scale: 3/4" = 1'-0" 4 A3 6x8 timber post 2x trim, cut to fit spray foam insul formed stl stl downspout sidewalk trenchdrain stl plate cover, center on downspout 4" FV 6 3/4" 3 1/2" 2 5/8" 4 1/2" 2 1/8" straps across open front of sht mtl DS @ 24" OC adhered ice & water shield continues completely behind formed DS 1 1 1 H - 0 1 MINOR AMENDMENT #MA200048 H - 0 1 New Construction Area 367 sf New Fire Area 4 exit requirements: 367 sf @ 15 sf/occ = 25 occs 25 occs @ 0.2"/occ = 5" required Fire Area 4 has 4 doors, only two are designated as exit doors (exit doors are indicated with on 1/A3) 2 @ 36" exit door => 72" provided DRAWING INDEX A1 SITE PLAN & DRAWING INDEX A2 OUTLINE SPECS A3 NEW FLOOR & CEILING PLAN A4 ROOF PLAN A5 BUILDING SECTIONS A6 BUILDING SECTION @ HVAC A7 BUILDING SECTION @ DS A8 FOUNDATION PLAN, BUILDING SECTION & NEW BUILDING ELEVATIONS A9 NEW N ENTRY SECTION & ELEVATION M-0 HVAC NOTES M-1 HVAC FLOOR PLAN M-2 HVAC ROOF PLAN M-3 BUILDING SECTION @ MECHANICAL M-4 SCHEDULES & DETAILS CSU campus Mulberry St. Laurel St. College Ave. Mason St. Riverside Ave. West Myrtle St. Avogadro's Number 605 S. Mason St. Ft. Collins, Co 80524 Site Location Map Scale: 1/8" = 1'-0" 2 A1 Not to scale new masonry edge @ exist'g planter 2 A7 STAGE demo exist'g windows & door Entry (91 sf) 1 1 1 exist'g planting bed 1 1 MA200048 H - 0 1 MINOR AMENDMENT #MA200048 H - 0 1