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Home My WebLink AboutAddendum 1 - RFP - 10116 Construction Manager/General Contractor (CM/GC) Facilities - On Call City of Financial Services Purchasing Division F6rt 215 N.Mason St.2 Floor Fo Collins Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 P U I"C h a S I n g fcgov.com/purchasing ADDENDUM NO. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of RFP 10116: Construction Manager/General Contractor Facilities On-Call OPENING DATE: 3:00 PM (Our Clock) April 9, 2025 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Attachment A— Updated Attachment A - Drawings - Includes structural and electrical drawings. Attachment C - Updated Attachment C - Procore SOP w/ C.1 City's Procore Only and C.2 Using Both City's and Contractor's Account Please contact Jake Rector, Senior Buyer, at (970) 221-6776 or jrector@fcgov.com with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE PROPOSAL STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Addendum# 1 RFP 10116 ATTACHMENT A FOR CONSTRUCTION 4� s Fa rn swo rt h 12/ 12/2024 0 GROUPUn CT� 0 CITY OF FORT COLLINS LL CCFIS SIAOFtI14G 8, SlrAlFt FtF. 1 LACIF. 1 41F. 14mr El IF= S 1 14 GENERAL PROJECT IMAGES z CD 1210 N ■ 1 8" PRECAST HOLLOW CORE PLANKS- UNTOPPED 66-S C) W FORT 8" PRECAST HOLLOW CORE PLANKS -UNTOPPED 66-S, RATED 1-HR PER TABLE 722.2.2.1 CO 80524 COLLINS , TABLE 722.2.2.1MINIMUM SLAB THICKNESS (inches) z FIRE-RESISTANCE RATING(hours) W CONCRETE TYPE 9 O � 1112 2 3 4 e Siliceous 3.5 4.3 5 6.2 7 z W Carbonate 3.2 4 4.6 5.7 6.6 O C Sand-lightweight 2.7 3.3 3.8 4.6 5.4 _ _ v Lightweight 2.5 3.1 3.6 4.4 5.1 J U � W LOCATION MAP DRAWING LIST z Q 4: O STRUCTURAL PROJECT GENERAL NOTES U S0.1 GENERAL INFORMATION � ' L.L 06 -�• A. EXISTING CONSTRUCTION TYPE II FR- UBC 1997, PROJECT USING CONSTRUCTION TYPE 1B S0.2 GENERAL INFORMATION a. PRIMARY FRAME: 2-HR g '^ - - •F11 _ °'i S1.1 STAIR PARTIAL PLANS b. FLOOR: 2-HR O v .•.. S3.1 FRAMING DETAILS c. ROOF CONSTRUCTION: 1 HR z r � .'._ � ,�: ._•', � - S3.2 FRAMING DETAILS B. REFER TO GENERAL INFORMATION SHEETS FOR SYMBOLS AND ABBREVIATIONS. y �•C ` w' ARCHITECTURAL C. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS. IF A REQUIRED DIMENSION IS NOT O - r� • '' A0.1 GENERAL INFORMATION INDICATED, CONTACT THE ARCHITECT FOR DETERMINATION. A0.2 ARCHITECTURAL SPECIFICATIONS D. THE CONTRACTOR SHALL NOT CUT STRUCTURAL MEMBERS/ELEMENTS IN A MANNER RESULTING IN A A0.3 ARCHITECTURAL SPECIFICATIONS I �/1 A0.4 ARCHITECTURAL SPECIFICATIONS REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/DEFLECTION RATIO. 1M�y v r - A0.5 ARCHITECTURAL SPECIFICATIONS U) E. EXISTING CONDITION INFORMATION SHOWN WITHIN THE PROJECT AREA IS BASED ON FIELD Y AD1.1 ENLARGED DEMOLITION PLANS OBSERVATION AND EXISTING DRAWING DOCUMENTATION. ALL EXISTING CONDITION INFORMATION PROJECT SIT = .: � A1.1 OVERALL PLAN SHOWN OUTSIDE THE PROJECT AREA IS PROVIDED FOR REFERENCE ONLY AND HAS NOT BEEN FIELD Or A1.2 ENLARGED PLANS VERIFIED. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO U Al BEGINNING ANY NEW WORK AND SHALL BRING AND DISCREPANCIES TO THE ATTENTION OF THE A2.1 ROOF PLAN AND SECTIONSam DESIGN PROFESSIONAL PRIOR TO DEMOLITION AND CONSTRUCTION. I f If U rra- r � ► _ ..�,, `'"' = = A2.2 ROOF DETAILS - 7:0 ti .` A3.1 EXTERIOR ELEVATIONS A6.1 STAIR SECTIONS A6.2 STAIR SECTIONS A6.3 STAIR DETAILS r - ELECTRICAL E0.1 GENERAL INFORMATION BID ALTERNATES E0.2 GENERAL INFORMATION E0.3 SPECIFICATIONS BID ALTERNATE 1: STAIR TREADS: STAINLESS, BASIS OF DESIGN - GRATING PACIFIC 7-SLS-4 GRATING ;�v i• �" " ED1.1 LIGHTING DEMOLITION PLAN E1.1 LIGHTING PLANS BID ALTERNATE 2: RAILINGS/GUARDRAIL/BALUSTERS: STAINLESS STEEL, TYPE 304. PERFORATED METAL E4.1 ONE-LINE DIAGRAM AND DETAILS PANELS: STAINLESS STEEL, TYPE 304, 14 GAUGE, HOLE SIZE 1/2" BID ALTERNATE 3: Mc STRINGERS: HOT DIP GALVANIZED, HIGH PERFORMANCE COATING BID ALTERNATE 4: (DEDUCTIVE): CONTRACTOR TO REMOVE INFILL DECORATIVE PANELS AT 4 RAILING/GUARDRAILS, DECORATIVE SCREENS, AND ALSO DECORATIVE SCREENS AT ROOF. CONTRACTOR �^ c f TO INCLUDE INSTALLATION OF OWNER PROVIDED PANELS. ALL SUPPORT SYSTEMS TO BE INCLUDED BY CONTRACTOR. z I WE _! J O U IMAGE © 2022 TomTom, © 2022 Vexcel Imaging N DATE : PERMIT RESPONSE 3/7/2025 0 PROJECT NO. : 0220049 .01 DATE : 12/12/2024 11 1 O a 223 Willow Street - Fort Collins, Colorado 80524 - Phone : (970) 484 - 7477 / info@f-w. com N U0 M SYMBOLS LEGEND SHEET INDEX NOTE: NOT ALL SYMBOLS ARE USED IN CONSTRUCTION DOCUMENTS STEEL BEAM SHEAR STUD QUANTITY S0.1 GENERAL INFORMATION S0.2 GENERAL INFORMATION DETAIL# S1.1 STAIR PARTIAL PLANS 1 WALL SECTION 1 0 ELEVATION CALLOUT 12'-2" BEAM SIZE [XX] c=X" 14'-2" S3.1 FRAMING DETAILS S1.1 SERVICE BM 13'-6" S3.2 FRAMING DETAILS /// REACTION (KIPS) CAMBER (INCHES) SHEET# SLAB STEP (WHERE NOTED) EL OF T/STEEL GENERAL NOTES .7�\� SLAB SLOPE BRACING DESIGN CRITERIA: DETAIL# a m swo r t 1 BUILDING SECTION KEYNOTE � MOMENT CONNECTION A. THE STRUCTURAL ENGINEERING DESIGN IS BASED ON AND IN ACCORDANCE WITH THE FOLLOWING S1.1 CODE: GROUP INTERNATIONAL BUILDING CODE - IBC 2021 AND CITY OF FORT COLLINS AMENDMENTS PAGE# SUBGRADE SIMPLE SHEAR CONNECTION RISK CATEGORY= II 223 WILLOW STREET FORT COLLINS, COLORADO 80524 B. UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, THE STRUCTURAL DESIGN IS BASED ON (970) 484-7477 / info@f-w.com 1 Al REVISION NUMBER DRAG CONNECTION THE FOLLOWING TYPICAL UNIFORM LOADS: S1.1 DEAD LOADS ROOF = 100 PSF CD REVISION CLOUD SHEAR WALL FLOOR = 35 PSF www.f-w.com LIVE LOADS ROOF = 20 PSF Engineers Architects I Surveyors Scientists DETAIL# STAIRS = 100 PSF X X WELDED-WIRE REINFORCEMENT HOLD DOWNS ISSUE: 1 EXTERIOR ELEVATION SNOW LOADS Pg = 35.0 PSF # DATE: DESCRIPTION: S1.1 Pf = 30.0 PSF SHEET# XX.X STRUCTURAL GRID DIRECTION/ORIENTATION OF Ce = 1.0 DECK SPAN OR SHEATHING I 1.0 Ct = 1.2 SLOPE: 1/4" X. WALL GRID �T ROOF SLOPE DIRECTION WIND DESIGN DATA V(ULT) = 140.0 MPH V(NOM) = 109.0 MPH DETAIL# 12 EXPOSURE CATEGORY = B XX.X PIER GRID 6 SLOPE OR PITCH GCpi = (+/-)0.55 1 DETAIL S1.1 COMPONENTS AND CLADDING ULTIMATE WIND PRESSURES SHEET# O WALL TAG SPLICE EFFECTIVE ULTIMATE ZONE WIND AREA(SF) WIND PRESSURE (PSF) 1 10 = +28.5/-75.5 F# FOOTING TAG 20 = +27.5/-71.3 TI Ftg 50 = +26.2/-65.8 100 = +25.2/-61.7 BREAK LINE 1' 10 = +28.51-48.6 20 = +27.51-48.6 50 = +26.21-48.6 100 = +25.21-48.6 2 10 = +48.6/-95.6 20 = +47.0/-90.3 50 = +44.9/-83.2 ABBREVIATIONS 100 = +43.3/-77.8 3 10 = +48.6/-95.6 20 = +47.0/-90.3 / PER FOR ENGINEER-OF-RECORD ML MICRO-LAM OR MASONRY LINTEL SW SHEARWALL 50 = +44.9/-83.2 @ AT EQ EQUAL MTL METAL SYM SYMMETRICAL 100 = +43.3/-77.8 AB ANCHOR BOLT EQUIP EQUIPMENT MWFRS MAIN WIND FORCE-RESISTING SYSTEM T TOP 4 10 = +48.6/-51.7 ACI AMERICAN CONRETE INSTITUTE ES EACH SIDE N NORTH T&B TOP& BOTTOM 20 = +47.0/-50.1 ADD'L ADDITIONAL EW EACH WAY N-S NORTH-SOUTH T&G TONGUE & GROOVE 50 = +44.9/-47.9 ADJ ADJACENT EXIST or(E) EXISTING NIC NOT IN CONTRACT T/or TO TOP OF 100 = +43.3/-46.3 p,DO [l AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL EXP EXPANSION NO or# NUMBER THK THICK or THICKNESS 500 = +39.6/-42.6 ©�..•••••.C��Y�+e� AFF ABOVE FINISHED FLOOR EXP ANCH EXPANSION ANCHOR NOM NOMINAL TL TOTAL LOAD 5 10 = +48.6/-60.7 � ALT ALTERNATE EXT EXTERIOR NS NEAR SIDE TN TOE NAIL 20 = +47.0/-57.5 •� ALUM ALUMINUM FAB FABRICATE NTS NOT TO SCALE TOC TOP OF CONCRETE 50 = +44.9/-53.3 ep 502 35 APA AMERICAN PLYWOOD ASSOCIATION FDN FOUNDATION NWC NORMAL WEIGHT CONCRETE TOF TOP OF FOOTING 100 = +43.3/-50.1 APPROX APPROXIMATE FF FINISHED FLOOR NWT NORMAL WEIGHT TOM TOP OF MASONRY 500 = +39.3/-42.6 �,�•..� C'� ARCH ARCHITECT OR ARCHITECTURAL FIN FINISH(ED) OC ON CENTER TOS TOP OF STEEL SS�0NYA1- EARTHQUAKE DESIGN DATA ASD ALLOWABLE STRESS DESIGN FLG FLANGE OD OUTSIDE DIAMETER TOW TOP OF WALL I = 1.0 12 24 ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS FLR FLOOR OF OUTSIDE FACE TRANS TRANSVERSE Ss = 0.200 AWS AMERICAN WELDING SOCIETY FN FIELD NAILING OFCI OWNER-FURNISHED, CONTRACTOR-INSTALLED TYP TYPICAL S1 = 0.043 B/or BOT or BO BOTTOM OF FO FACE OF OFOI OWNER-FURNISHED, OWNER-INSTALLED ULT ULTIMATE SITE CLASS = D B/STEEL or BOS BOTTOM OF STEEL FP FULL PENETRATION OH OPPOSITE HAND UNO UNLESS NOTED OTHERWISE SIDS = 0.213 FFORCONSTRUCTION SD1 = 0.069 BF BRACED FRAME FRMG FRAMING OPNG OPENING VERT VERTICAL SEISMIC DESIGN CATEGORY = B BG BACKGOUGE FS FAR SIDE OPP OPPOSITE VIF VERIFY IN FIELD BASIC SEISMIC-FORCE- BL BRICK LEDGE FT FOOT OR FEET OSB ORIENTED STRAND BOARD W/ WITH RESISTING SYSTEM = STEEL NOT SPECIFICALLY DETAILED FOR SEISMIC BLDG BUILDING FTG FOOTING OWJ OPEN-WEB JOIST W/O WITHOUT R = 3.0 PROJECT: BLKG BLOCKING FV FIELD VERIFY PAF POWDER ACTUATED FASTENER WD WOOD Vs = 0.066W CITY OF FORT COLLINS BM BEAM GA GAGE OR GAUGE PC PRECAST WF WIDE FLANGE ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE ANALYSIS BN BOUNDARY NAIL GALV GALVANIZED PCA PORTLAND CEMENT ASSOCIATED WP WORKING POINT BRG BEARING GC GENERAL CONTRACTOR PCF POUNDS PER CUBIC FOOT WT WEIGHT BTWN BETWEEN GEN GENERAL PDF POWER DRIVEN FASTENER WWF WELDED WIRE FABRIC CC CENTER TO CENTER GL GLU-LAM FEB PRE-ENGINEERED BUILDING CCPS SHORING & CIF COLDFORMED GR GRADE OR GRIND PEMB PRE-ENGINEERED METAL BUILDING CFCI CONTRACTOR-FURNISHED, CONTRACTOR-INSTALLED GR BM GRADE BEAM PEN PENETRATION STAIR REPLACEMENT CG CENTER OF GRAVITY GYP GYPSUM PERP PERPENDICULAR CIP CAST-IN-PLACE H HEIGHT PL PLATE (STEEL) DESIGN CJ CONTROL/CONSTRUCTION JOINT HAS HEADED ANCHOR STUD PLF POUNDS PER LINEAL FOOT CJP COMPLETE JOINT PENETRATION HORIZ HORIZONTAL PP or PJP PARTIAL JOINT PENETRATION CL CENTERLINE HVAC HEATING-VENTILATING AND A/C PREFAB PREFABRICATED CLG CEILING ID INSIDE DIAMETER PRELIM PRELIMINARY CLR CLEAR IF INSIDE FACE PS PRESTRESSED CMU CONCRETE MASONRY UNIT IN INCH PSF POUNDS PER SQUARE FOOT COL COLUMN INCL INCLUD(S)or INCLUDING PSI POUNDS PER SQUARE INCH CONC CONCRETE INFO INFORMATION PT POINT or POST-TENSION or PRETENSIONED or 120 N MASON ST. CONN CONNECTION INSUL INSULATION PRESSURE-TREATED FORT COLLINS, CO 80524 CONST CONSTRUCTION INT INTERIOR QTY QUANTITY CONT CONTINUE OR CONTINUOUS IT PRECAST INVERTED TEE BEAM RAID or R RADIUS COORD COORDINATE JST JOIST RC REINFORCED CONCRETE DATE: 12/12/2024 d PENNY JT JOINT RE: or REF REFER TO(REFERENCE)or PER or SEE DBL DOUBLE k or K KIP REINF REINFORCE(ING)(D)(MENT) DESIGNED: DT/CB DEG DEGREE L LENGTH REQ'D REQUIRED DEMO DEMOLISH or DEMOLITION LB(S) POUND(S) REQT(S) REQUIREMENT(S) DEPR DEPRESSION LFRS LATERAL FORCE-RESISTING SYSTEM RET RETURN DRAWN: DT/NR DIA or DIAMETER LL LIVE LOAD REV REVISION DIAG DIAGONAL LLH LONG LEG HORIZONTAL RO ROUGH OPENING REVIEWED: DJ DIM DIMENSION LLV LONG LEG VERTICAL S SOUTH DIR DIRECTION LOC(S) LOCATION(S) OR LOCATE SC SLIP CRITICAL DL DEAD LOAD LONG LONGITUDINAL SCHED SCHEDULE DN DOWN LRFD LOAD AND RESISTANCE FACTOR DESIGN SECT SECTION SHEET TITLE DO DITTO LS LAP SLICE SEOR STRUCTURAL ENGINEER OF RECORD DP DRILLED PIER LSL LAMINATED STRAND LUMBER SFRS SEISMIC FORCE-RESISTING SYSTEM GENERAL DT PRECAST DOUBLE TEE LT LIGHT SHT SHEET DTL(S) DETAIL(S) LTWT LIGHTWEIGHT SHTG SHEATHING INFORMATION DWG(S) DRAWING(S) LVL LAMINATED VENEER LUMBER SIM SIMILAR DWL(S) DOWEL(S) LWC LIGHT WEIGHT CONCRETE SLH SHORT LEG HORIZONTAL E-W EAST-WEST MATL MATERIAL SLV SHORT LEG VERTICAL EA EACH MAX MAXIMUM SMS SHEET METAL SCREW EF EACH FACE MECH MECHANICAL SOG SLAB ON GRADE EIFS EXTERIOR INSULATION FINISH SYSTEM MEP MECH/ELECT/PLUMB SPECS SPECIFICATIONS EJ EXPANSION JOINT MEZZ MEZZANINE SQ SQUARE SHEET NUMBER: EL or ELEV ELEVATION MFR or MANUF MANUFACTURER SS STAINLESS STEEL ELEC ELECTRICAL MID MIDDLE SSC SPECIAL SEISMIC CERTIFICATION EMBED EMBEDDED MIN MINIMUM STD STANDARD EN EDGE NAIL MISC MISCELLLANEOUS STL STEEL ENGR ENGINEER MJ MASONRY CONTROL JOINT SUSP SUSPENDED soml N N N d N O N M PROJECT NO.: 0220049.07 CONCRETE MIX DESIGN: STRUCTURAL CONCRETE: GENERAL NOTES SHOP DRAWING REVIEW: A. REINFORCED CONCRETE IS DESIGNED IN ACCORDANCE WITH AND SHALL BE A. REINFORCED CONCRETE DESIGNED IN ACCORDANCE WITH THE "BUILDING GENERAL CONSTRUCTION: PLACED IN COMPLIANCE WITH PROVISIONS OF THE FOLLOWING CODES, CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) BY THE A. FARNSWORTH GROUP WILL REVIEW THE GENERAL CONTRACTOR'S SHOP SPECIFICATIONS, AND STANDARDS: AMERICAN CONCRETE INSTITUTE. A. ALL DETAILS, SECTIONS, AND PLAN NOTES SHOWN ON THE DRAWINGS ARE DRAWINGS AND RELATED SUBMITTALS (AS INDICATED BELOW)WITH RESPECT TO 1. ACI 304- RECOMMENDED PRACTICE FOR MEASURING, MIXING, INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO SIMILAR THE ABILITY OF THE DETAILED WORK, WHEN COMPLETED, TO BE A PROPERLY TRANSPORTING, AND PLACING OF CONCRETE. B. REINFORCING BAR DETAILING, FABRICATING, AND PLACING SHALL CONFORM CONDITIONS ELSEWHERE. FUNCTIONING INTEGRAL ELEMENT OF THE OVERALL STRUCTURAL SYSTEM 2. ACI 318- BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE TO THE CONCRETE REINFORCING STEEL INSTITUTE'S "REINFORCING BAR DESIGNED BY FARNSWORTH GROUP. 3. CONCRETE REINFORCING STEEL INSTITUTE (CRSI)"MANUAL OF STANDARD DETAILING"AND "PLACING REINFORCING BARS". B. THESE NOTES SHALL BE READ IN CONJUNCTION WITH THE SPECIFICATIONS AND PRACTICE." THE DRAWINGS. IN THE EVENT OF A CONFLICT, NOTIFY THE ENGINEER FOR B. PRIOR TO SUBMITTAL OF A SHOP DRAWING OR ANY RELATED MATERIAL TO C. MINIMUM CONCRETE COMPRESSIVE STRENGTH (F'C)AT 28 DAYS: CLARIFICATION. FARNSWORTH GROUP, THE GENERAL CONTRACTOR SHALL: B. SUBMITTALS: INCLUDE SUBMITTALS AS REQUIRED BY SECTION 4 OF THE ACI 301. SLABS ON METAL FORM DECKS . . . . . . . . . . . . . . . . . . . . . . . . . 4000 PSI 1. REVIEW EACH SUBMISSION FOR CONFORMANCE WITH THE MEANS, FOOTINGS, PRECAST CONCRETE HOLLOWCORE PLANKS . . 4000 PSI METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS FOR C. THE CONTRACTOR SHALL VERIFY, BY FIELD CHECK, ALL SIZES, DIMENSIONS, C. FORM MATERIALS: ELEVATIONS, LOCATIONS, ETC., OF THE EXISTING CONSTRUCTION WHICH ARE r n sw® r t CONSTRUCTION AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL 1. SHALL BE STEEL, DRESSED LUMBER FREE OF LOOSE KNOTS, OR D. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE I/II, UNLESS RELATIVE TO THE CONSTRUCTION. THERETO, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE EXTERIOR GRADE PLYWOOD 5/8-INCH THICK. OTHERWISE NOTED. GENERAL CONTRACTOR. 2. TREAT FORMS WITH OIL OR LACQUER PRIOR TO PLACING D. REQUESTS FOR INFORMATION SHALL BE SUBMITTED TO THE ENGINEER UNLESS GROUP 2. REVIEW AND APPROVE EACH SUBMISSION. REINFORCEMENT. E. CONCRETE REINFORCEMENT: 3. STAMP EACH SUBMISSION AS APPROVED. 3. ADEQUATELY BRACE AND STIFFEN FORMS TO PREVENT DEFLECTION AND 1. DEFORMED BARS- NEW BILLET STEEL COMPLYING WITH ASTM A615 OTHERWISE NOTED. SETTLEMENT. AND HAVING A MINIMUM YIELD STRENGTH OF 60000 PSI. 223 WILLOW STREET C. FARNSWORTH GROUP SHALL ASSUME THAT NO SUBMISSION COMPRISES A E. THE CONTRACTOR IS TO ASSUME FULL RESPONSIBILITY, UNRELIEVED BY REVIEW 2. WELDED WIRE FABRIC - SMOOTH WIRE FABRIC COMPLYING WITH ASTM OF SHOP DRAWINGS OR PERIODIC OBSERVATIONS, FOR COMPLIANCE WITH THE FORT COLLINS, COLORADO 80524 VARIATION UNLESS THE GENERAL CONTRACTOR ADVISES FARNSWORTH GROUP D. CONCRETE MATERIALS: A185 WITH WRITTEN DOCUMENTATION. 1. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I/II, OR ASTM CONTRACT DOCUMENTS. (970) 484-7477 / info@f-w.com C595, TYPE IP. F. CONCRETE PROTECTION FOR REINFORCEMENT: UNLESS OTHERWISE SHOWN F. THE EXISTING CONDITIONS INDICATED ON THE DRAWINGS ARE BASED ON D. SHOP DRAWINGS AND RELATED MATERIAL (IF ANY) REQUIRED ARE INDICATED 2. NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33. THE CLEAR DISTANCE FROM THE FACE OF CONCRETE TO THE REINFORCING SURVEYS AS WELL AS ON MATERIAL PROVIDED BY THE OWNER AND NO CLAIM IS BELOW. SHOULD FARNSWORTH GROUP REQUIRE MORE THAN TEN (10)WORKING 3. PROVIDE AGGREGATE FROM SINGLE SOURCE. STEEL SHALL BE: MADE AS TO ITS ABSOLUTE COMPLETENESS AND/OR ACCURACY PRIOR TO THE DAYS TO PERFORM THE REVIEW, FARNSWORTH GROUP SHALL SO NOTIFY THE 4. WATER: ANY POTABLE DRINKING WATER. www.f-w.com START OF CONSTRUCTION OPERATIONS. GENERAL CONTRACTOR. CONCRETE POURED AGAINST GROUND (NOTE A) . . . . . 3" Engineers Architects I Surveyors Scientists 1. CONCRETE DESIGN MIXES AND REINFORCING STEEL. E. ADMIXTURES: CONCRETE POURED AGAINST FORMS (NOTE A, B): G. WHERE NEW CONSTRUCTION ABUTS OR INTEGRATES WITH EXISTING 2. MISCELLANEOUS ANCHORS SHOWN ON THE STRUCTURAL DRAWINGS. 1. AIR ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260. #6 BARS OR LARGER . . . . . . . . . . . . . . . . . . . . . . . . . . . 2" CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT THE EXISTING ISSUE: 3. STRUCTURAL STEEL FRAMING AND CONNECTIONS. 2. WATER REDUCING ADMIXTURE SHALL CONFORM TO ASTM C494, TYPE A. SMALLER THAN #6 BARS . . . . . . . . . . . . . . . . . . . . . . . . 1 1/2" CONDITIONS AND DIMENSIONS ARE CLOSE TO THOSE THAT HAVE BEEN # DATE: DESCRIPTION: 4. METAL DECK SLABS POURED TO FORMS: ASSUMED. IF THERE ARE ANY VARIANCES THAT WILL PREVENT THE WORK FROM F. CONCRETE MIX DESIGNS: CLASS A CONCRETE-AIR ENTRAINED MEETING THE FORMED SURFACE (NOTE B) . . . . . . . . . . . . . . . . . . . . 3/4" BEING COMPLETED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, E. ONLY TWO REVIEWS PER SHOP DRAWING SHALL BE ALLOWED. ANY FOLLOWING REQUIREMENTS: TROWELED SURFACE (NOTE B) . . . . . . . . . . . . . . . . . 1" THEY SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY UPON DISCOVERY. SUBSEQUENT REQUIRED REVIEWS OF THE SAME SHOP DRAWING SHALL BE AT 1. MINIMUM CEMENT CONTENT: 552 LBS/PER CUBIC YARD SCREEDED SURFACE FOR APPLIED TOPPING . . . . . 3/4" THE ENGINEER SHALL ADVISE THE CONTRACTOR AS TO THE NECESSARY THE COST OF THE CONTRACTOR. 2. SLUMP: 4"± 1 SLABS POURED ON GRADE: MODIFICATIONS. 3. MAXIMUM AGGREGATE SIZE: 3/4 INCH FROM BOTTOM SURFACE . . . . . . . . . . . . . . . . . . . . . . . 2" 4. MAXIMUM W/C RATIO: 0.45 TROWELED SURFACE (NOTE B) . . . . . . . . . . . . . . . . . . 1" H. THE CONTRACTOR SHALL BE FAMILIARIZED WITH THE SCOPE OF THE WORK AND 5. AIR CONTENT: 5.5% ± 1.5% SCREEDED SURFACE FOR APPLIED TOPPING . . . . . . 3/4" SOIL AND WATER CONDITIONS BEFORE PROCEEDING WITH THE WORK. SOIL SPECIAL INSPECTION: G. CURING MATERIALS: (NOTE A) EXCLUDING SLABS POURED ON GRADE. INFORMATION INCLUDED IN THESE DRAWINGS IS FOR GENERAL INFORMATION 1. LIQUID MEMBRANE-FORMING CURING COMPOUND SHALL CONFORM TO (NOTE B) INCREASE BY 1/2" IF SURFACE IS TO BE IN PERMANENT CONTACT ONLY. THE ACTUAL CONDITIONS MAY VARY AT THE SITE. A. INSPECTIONS AND TESTING SERVICES SHALL BE PERFORMED BY AN ASTM C309, CLASS A OR B, TYPE I. WITH GROUND OR WATER. I. THE CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK INDEPENDENT INSPECTION AND TESTING AGENCY(IES) PROVIDED BY THE H. RELATED MATERIALS: G. UNLESS OTHERWISE SHOWN OR NOTED, SPLICING OF REINFORCING BARS OR OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS OWNER IN CONFORMANCE WITH CHAPTER 17 OF THE IBC. 1. NONSHRINK GROUT SHALL BE NONMETALLIC. WELDED WIRE FABRIC SHALL CONFORM TO THE REQUIREMENTS OF ACI 318. CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE 2. ANCHOR BOLTS AND ACCESSORIES SHALL CONFORM TO ASTM F1554 FOUND, THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER SHALL BE B. INSPECTIONS AND TESTING SHALL BE PERFORMED FOR, BUT NOT LIMITED TO, NOTIFIED IMMEDIATELY. THE FOLLOWING: USING 55KSI STEEL UNLESS OTHERWISE NOTED. H. ARRANGE, SPACE, AND SECURELY TIE BARS AND BAR SUPPORTS TO HOLD 3. POST-INSTALLED CONCRETE ANCHORS SHALL BE ADHESIVE TYPE USING REINFORCEMENT IN POSITION DURING CONCRETE PLACEMENT OPERATIONS. 1. STEEL FABRICATIONS. J. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY ADHESIVE EQUAL TO HIT-HY 200 AS MANUFACTURED BY HILTI. SET WIRE TIES SO ENDS ARE DIRECTED INTO CONCRETE. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL FIELD 2. STEEL CONSTRUCTION INCLUDING WELDING, HIGH-STRENGTH BOLTS, 4. BOND BREAKER SHALL BE 15 LB FELT PAPER CONFORMING TO ASTM D227. AND STEEL ERECTION. CONDITIONS. 5. PROVIDE MOISTURE INTENSIVE, EPDXY-RESIN BONDING AGENT EQUAL TO I. PROVIDE SUPPORT FOR REINFORCEMENT INCLUDING BOLSTERS, CHAIRS, AND 3. CONCRETE CONSTRUCTION INCLUDING PLACEMENT OF REINFORCING STEEL, BOLTS INSTALLED IN CONCRETE, SAMPLING AND TESTING OF EUCO EPDXY BY EUCLID CHEMICAL COMPANY. SPACERS WITH SAND PLATES FOR SUPPORTING AND FASTENING REINFORCING 6. PROVIDE EXPANSION JOINT FILLER OF PREMOLDED CORK OF THICKNESS BARS TO PROVIDE THE CONCRETE COVER INDICATED. K. GROUT BELOW BEAM BEARING AND COLUMN BASE PLATES SHALL BE IN PLACE CONCRETE, AND PLACEMENT OF CONCRETE. INDICATED AND CONFORMING LE ASTM EMO TYPE II CORK WITH A AND PROPERLY CURED PRIOR TO ANY APPLICATION OF LOAD TO THE 4. VERIFICATION OF SOILS PER GEOTECHNICAL REPORT. SUPPORTED MEMBER. POLYETHYLENE STRIP BOND BREAKER. J. ALTERNATE LOCATION OF LAP SPLICE IN WALLS AND SLABS. 7. EXPANSION JOINT SEALANT SHALL BE A TWO COMPONENT POLYSULFIDE L. ALL LATERAL LOAD RESISTANCE AND STABILITY OF THE NEW STAIR FRAMING IN SYSTEM EQUAL TO SIKAFLEX POLYSULFIDE SEALANT BY SIKA CHEMICAL K. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE THE COMPLETED STRUCTURE IS PROVIDED BY MOMENT FRAMES WITH WELDED COPORATION. INCORPORATED IN THE STRUCTURE UNLESS THEIR ELIMINATION IS APPROVED OR BOLTED BEAM TO COLUMN CONNECTIONS FRAMED IN EACH ORTHOGONAL 8. WATERSTOPS SHALL BE INSTALLED IN CONSTRUCTION JOINTS WHERE BY THE ENGINEER. ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO DIRECTION (SEE PLAN SHEETS FOR LOCATIONS). THE METAL FORM DECK AND INDICATED. FACILITATE CONSTRUCTION SHALL BE LOCATED AND DETAILED ON SHOP CONCRETE ROOF SERVE AS HORIZONTAL DIAPHRAGMS THAT DISTRIBUTE THE a. USE BENTONITE WATERSTOP TAPE OR EQUIV. DRAWINGS. USE OF CONSTRUCTION JOINTS AT LOCATIONS OTHER THAN LATERAL WIND AND SEISMIC FORCES HORIZONTALLY TO THE VERTICAL MOMENT b. ROUGHEN CONCRETE SURFACE AND DRY PRIOR TO PLACING THOSE INDICATED ON THE DRAWINGS SHALL REQUIRE PRIOR APPROVAL OF FRAMES. THE VERTICAL MOMENT FRAMES CARRY THE APPLIED LATERAL LOADS WATERSTOP TAPE. THE ENGINEER. TO THE BUILDING FOUNDATION. c. INSTALL WATERSTOP TAPE CONFORMING TO MANUFACTURER'S PRINTED INSTRUCTIONS. L. ALL KEYS FOR CONSTRUCTION JOINTS SHALL BE 2"X 4" (NOMINAL) UNLESS M. THE STRUCTURAL STEEL FRAME SHALL BE ADEQUATELY BRACED AGAINST d. AFTER WATERSTOP TAPE INSTALLATION, PRE-WET SURFACE OTHERWISE SHOWN OR NOTED ON THE DRAWINGS. LATERAL TRANSLATION UNTIL ALL ATTACHMENT POINTS TO PARKING GARAGE CONTACT AREA OF ADJACENT CONCRETE CONSTRUCTION. HAV BEEN COMPLETED AS DETAILED ON THE DRAWINGS. goo L/ M. PROVIDE EQUIPMENT BASES AND SUPPORTS AS REQUIRED, COMPLYING WITH �p�•,•...,•C�,yS, APPROVED MANUFACTURER'S CERTIFIED SHOP DRAWINGS OR AS DETAILED. N. ALL STEEL BUILDING FRAMES, UNLESS OTHERWISE NOTED, ARE NON-SELF G�••`�. yACO 400 SUPPORTING STEEL FRAMES AS DEFINED IN THE "CODE OF STANDARD PRACTICE STEEL: FOR STEEL BUILDINGS AND BRIDGES" (AISC 2000), SECTION [7.9.3]. THE :-450235 CONTRACTOR SHALL PROVIDE TEMPORARY LATERAL BRACING FOR STEEL FRAMES UNTIL ALL BEAM-COLUMN CONNECTIONS ARE COMPLETE AND FLOOR A. STRUCTURAL STEEL IS DESIGNED IN ACCORDANCE WITH AND SHALL BE AND ROOF DIAPHRAGMS ARE INSTALLED AND OF ADEQUATE STRENGTH. ��•••••••�••.,•• a� CONSTRUCTED IN COMPLIANCE WITH THE AISC"SPECIFICATION FOR ONAI STRUCTURAL STEEL BUILDINGS,"AND THE AISC "STEEL CONSTRUCTION O. SEE ARCHITECTURAL DRAWINGS FOR: MANUAL". 1. FLOOR AND ROOF FINISHES, DRAINAGE, AND WATERPROOFING 12 24 2. FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF B. ALL STRUCTURAL STEEL, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE STRUCTURAL STEEL FOLLOWING ASTM SPECIFICATIONS: 3. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. FFORCONSTRUCTION CHANNELS . . . . . . . . . . . . . . . . . . . . . . A36 ANGLES . . . . . . . . . . . . . . . . . . . . . . . . . A36 P. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF SQUARE & RECTANGULAR HSS . . . . . A500 GRADE B OR C OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. STRUCTURAL PLATE AND BARS . . . . A36 THE CONTRACTOR SHALL DESIGN AND PROVIDE ADEQUATE SHORING AND/OR PIPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . A53 GRADE B BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. PROJECT: C. PROVIDE A 1/4" CAP PLATE SHOP WELDED TO THE TOP OF ALL HSS POSTS AND Q. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE CITY OF FORT COLLINS COLUMNS UNLESS OTHERWISE NOTED. DESIGN INTENT FOR THE FINISHED STRUCTURE. THEY DO NOT INDICATE MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL D. ALL BEAM CONNECTIONS NOT OTHERWISE DETAILED OR CALLED OUT SHALL BE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. STANDARD FRAMED CONNECTIONS DESIGNED TO SUPPORT NOT LESS THAN 60% SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, BRACING, SHORING OF THE TOTAL UNIFORM LOAD FOR THE SHAPE AND SPAN. FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE CONTRACTOR IS RESPONSIBLE FOR PROVISIONS OF TEMPORARY SHORING AND OTHER E. SHOP CONNECTIONS MAY BE WELDED OR HIGH STRENGTH BOLTED AT CONSTRUCTION AIDS, INCLUDING ALL ENGINEERING OF SUCH SYSTEMS, FOR CCPS SHORING & FABRICATOR'S OPTION, SUBJECT TO ENGINEER'S APPROVAL. TEMPORARY SUPPORT OF NEW AND/OR EXISTING STRUCTURAL ELEMENTS AS STAIR REPLACEMENT REQUIRED FOR ERECTION AND OTHER CONTRACTOR'S MEANS AND METHODS OF F. ALL BOLTED CONNECTIONS FOR STRUCTURAL STEEL SHALL CONFORM TO AISC CONSTRUCTION, UNLESS NOTED OTHERWISE. OBSERVATION VISITS TO THE SITE DESIGN "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS". BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. G. UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, ALL BOLTED CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER HIGH STRENGTH BOLTS, BEARING TYPE WITH THREADS IN THE SHEAR PLANE, CONFORMING TO ASTM F3125, GRADE A325-N, GROUP A. H. ALL WELDED CONNECTIONS FOR STRUCTURAL STEEL SHALL CONFORM TO AWS FOUNDATIONS: "STRUCTURAL WELDING CODE," D1.1. I. UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, ALL WELDED A. GEOTECHNICAL INFORMATION AND FOUNDATION DESIGN IS BASED ON THE 120 N MASON ST. CONNECTIONS SHALL BE MADE WITH E70-XX LOW HYDROGEN ELECTRODES. FOLLOWING GEOTECHNICAL REPORT(S): FORT COLLINS, CO 80524 PROJECT#: 20985012 PREPARED BY TERRACON EMPIRE DIVISION LOCATED IN 301 J. PROVIDE ALL BOLT HOLES, STUDS, ANCHORS, AND CLIP ANGLES REQUIRED TO NORTH HOWES ST, FORT COLLINS DATED FEBRUARY 4 1998. ATTACH OTHER MATERIALS AS SHOWN ON THE DRAWINGS. DATE: 12/12/2024 B. COPIES OF THE REPORT(S)AND ANY ADDENDUM/SUPPLEMENTAL LETTERS SHALL K. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, 36KS1 AND SHALL BE PLACED BE AVAILABLE AT THE JOBSITE AT ALL TIMES. WITHIN THE FOLLOWING TOLERANCES: DESIGNED: DT/CB TOP OF ANCHOR BOLT ELEVATION +1"TO - 3/8" C. DRILLED PIER DESIGN CRITERIA: OUT OF POSITION OF ANCHOR BOLTS ±1/8" END BEARING 50 KSF DRAWN: DT/NR ELEVATION OF FINISHED CONCRETE SURFACE FOR BEARING ± 1/8" COMPRESSION SIDE SHEAR 5.0 KSF TENSION SIDE SHEAR 2.5 KSF L. ALL GROUT BELOW ALL COLUMN BASE PLATES SHALL BE NON-SHRINK, NON- REVIEWED: DJ METALLIC GROUT UNLESS OTHERWISE SHOWN OR NOTED. D. ASSUMED ALLOWABLE BEARING CAPACITY PER IBC DEFAULT: BEARING CAPACITY 1500 PSF M. ALL STEEL SHALL HAVE ONE SHOP COAT OF PRIMER, EXCEPT: LATERAL BEARING PRESSURE 100 PCF 1. WHERE PROHIBITED BY THE REQUIREMENTS OF THE "SPECIFICATION FOR STRUCTURAL JOINTS" USING ASTM A325 BOLTS. A. COMPACTED FILL FOR THE PURPOSE OF UNDERLYING BUILDING OR SITE SHEET TITLE 2. GALVANIZE ALL EXTERIOR STEEL, STEEL IN EXTERIOR WALLS, AND THEIR STRUCTURES SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT CONNECTIONS. GEOTECHNICAL REPORT. 3. WHERE OTHERWISE NOTED ON PLANS AND DETAILS OR PER ARCHITECT- GENERAL SPECIFIED FINISH REQUIREMENTS. B. REFER TO THE PROJECT GEOTECHNICAL REPORT FOR EXTENT AND DEPTH OF OVEREXCAVATION (SUB-EXCAVATION), AND FOR RECOMPACTION AND SOIL INFORMATION CONDITIONING REQUIREMENTS. C. BOTTOM DEPTHS OF EXCAVATION AS WELL AS ALL PLACEMENT AND COMPACTION OF FILL SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL ENGINEER. D. SUBGRADE STRUCTURAL ELEMENTS SUBJECTED TO DIFFERENTIAL LATERAL SOIL PRESSURE SHALL BE ADEQUATELY BRACED UNTIL THE STRUCTURAL SLABS WHICH SHEETNUMBER: PROVIDE LATERAL RESTRAINT HAVE BEEN PLACED AND ALLOWED TO CURE FOR A MINIMUM OF 7 DAYS. E. PROVIDE BACKFILL AGAINST SUBGRADE STRUCTURAL ELEMENTS IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT. SOm2 N N N N O N M PROJECT NO.: 0220049.07 ROOF FRAMING PLAN NOTES A. SEE S0.1 FOR GENERAL STRUCTURAL NOTES. B. SEE ARCHITECTURAL FOR DIMENSIONS NOT SHOWN. C. T/BEAM ELEVATION NOTED THUS: W24x55 14'-2 1/2" STAIR PLAN NOTES: G12 13 12 133 A. SEE So.1 AND S0.2 FOR GENERAL STRUCTURAL NOTES. Farnsworth B. SEE GENERAL STRUCTURAL NOTES FOR DESIGN SOIL BEARING PRESSURE. HSS2x2x1/4" FRAME 15'-8" 15'-8" GROUP AROUND PANEL C. SEE ARCHITECTURAL FOR DIMENSIONS NOT SHOWN. CONCRETE 223 WILLOW STREET (E) PRECAST E) ( ) (E)CONCRETE D. SEE ARCHITECTURAL FOR FLOOR SLAB SLOPE REQUIREMENTS. COLUMN ELEVATOR CORE ELEVATOR CORE FORT COLLINS, COLORADO 80524 E. T/SLAB ELEVATION = PER ARCH (970) 484-7477 / info@f-w.com 12 0 o F. ANCHOR EMBED. DEPTH SHALL BE MEASURED FROM TOP OF FOUNDATION WALL S3.1 A OR FOOTING, NOT TOP OF SLAB. 0A - . G. SEE ARCHITECTURE FOR WATERPROOFING REQUIREMENTS. www•f-w.com 2"CLR BTWN HSS AND (E)WALL Engineers Architects I Surveyors Scientists (E) PRECAST H. FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS,AND GEOMETRY. HSS5X5X5/16 COLUMN ISSUE: 6 I I. TYPICAL BAR GRATING TO BE USED FOR STAIR LANDINGS AND TREADS SHALL BE # DATE: DESCRIPTION: 2"THICK SWAGE LOCK STAINLESS STEEL BAR GRATING WITH BEARING BAR S3.2 4 5 11 SPACING AS SPECIFIED BY ARCH. A MINIMUM OF 19-SLS-4 RATED FOR 150 PSF 3. S3.2 S3.2 S3.2 HSS4X4X1/2 9 WITH A MAXIMUM SPAN OF 6'-6". S3.1 @ IL POST PANEL 1 1 5'-1 1/2" 8 1/2" S3.1 TYP J. 8" PRECAST HOLLOW CORE PLANKS TO BE USED FOR STAIR ROOF SHALL BE MOMENT FRAMEll HSS COLUMN UNTOPPED 66-S WITH SPANS SHOWN ON PLANS. H 6X4X1/2 BELOW MC 12x10.6 STRINGER MC 12x10.6 T/LANDING 41'-11 _ ❑ L3X3X1/4 i` 8 0o r` 6 30'-10" S3.2 o w S3.1 i co 7 RAILING 9 X `�_ v � LL X o S3.1 AND PANEL o x w LL > 0 8 PER ARCH S3.2 ` 3 Xco , MC 12x10.6 STRINGER X 4 It x S3.1 M U S3.2 c00i� Q N LLU "' MC 12x10.6 STRINGER N x U -- x 2LU HSS2X2X3/16 = ai O w m (HANGER) rn = HSS COLUMN (E) L5X5X1/2 v UP M BELOW (BELOW) HSS6 4X1/2 L3X3X1 7 /4 HSS8X4X3/8 43'-91/2" 10 S3.2 4pMOMENT FRAME S3.1 MC 12x10.6 STRINGER MC 12x10.6 Al - 12 HSS4X4X1/2 ' - - - - - - S3.2 14 14 2" DECK TO MATCH STAIR HSS8X4X3/8 1 -5 COLUMNAST S3.1 SIM S3.1 APPEARANCE E ARCH FOR HSS COL 1 1/2" 8'-2 1/2" 8'-6" REQUIREMENTS BELOW I PROVIDE OVRSIDED HOLE SLIP ANCHOR HOLLOW CORE PLANKS- 8" PRECAST HOLLOW CORE (E) PRECAST COLUMN CONNECTIONS AT PLANKS AT LOW ROOF HSS BEAMSPLANKS (UNTOPPED) ALONG THIS EDGE OF UPPER PER DETAIL 8 / S3.2 SIM ROOF PER DETAIL 4 / S3.2 D�100 Ll O .••'jACp'`see PLAN PLAN V.'P' eS� ROOF FRAMING PLAN 0 2 4 8 FOURTH FLOOR FRAMING PLAN 0 2 4 8 :° • 6 OilSCALE: 1/4" = 1'-0" 5 NORTH SCALE: 1/4" = 1'-0" NORTH -0 ° 50235 •• w w aNAL 12 24 12 FFORCONSTRUCTION 13 12 13 12 13 PROJECT: 012 : CITY OF FORT COLLINS 15'-8" 15'-8" 8 1/2" 2 1/2" 2'-9" 2'-9" 15'-8" (E) PRECAST (E) PRECAST COLUMN (E)CONCRETE COLUMN (E)CONCRETE CCPS SHORING & ELEVATOR CORE ELEVATOR CORE STAIR REPLACEMENT A A A A DESIGN N N 00 5 eo 3x3 TYP 4 120 N MASON ST. 9 9 S3.1 HSS4X4X1/2 8 HSS4X4X1/2 HSS6X4X1/2 S3.1 FORT COLLINS, CO 80524 S3.1 TYP S3.1 TYP F j MC 12x10.6 STRINGER MC 12x10.6 MC 12x10.6 STRINGER MC 12x10.6 MCJ2x10.6 MC 12x10.6 T/LANDING � � � DATE: 12/12/2024 L3X3X1/4 r L3X3X1/4 L3X3X1/4 1 - - 6 20'-10" 6 7 TYP S3.1 L J DESIGNED: DT/CB S3.1 co S3.1 S3.1 7 S3.1 �� UP UP 2 _ _ j S3.1 DRAWN: DT/NR > co - o > " 0 8 S3.1 @ LANDING � - X MC 12x10.6 STRINGER 8 X MC 12x10.6 SYRINGE o - CY) X o °p - x S3.1 CY)x CO N X S3.1 x 4 x x MC 12x1o.6 REVIEWED: DJ -iOJto u) MC 12x10.6 STRINGER M U -jO- (n MC 12x10.6 STRINGER � - `� U `co `� �� I w ( v � w co U T/LANDING '� J v ti u m I= W = (E) L5X5X1/2 UP UP 10'-101, - (E)CIP WALL (E) L5X5X1/2 v T/WALL= (BELOW) BELOW r 103'-6" (V.I.F.) L3X3X1/4 ( ) L3X3X1/4 00 L3X3X1/4 rl SHEET TITLE: 00 MC 12x10.6 STRINGER MC 12x10.6 MC 12x10.6 STRINGER MC 12x10.6 - MC 12x10.6 r (E)3'-0"SQ FOOTING - Al - - WITH#5@12" EW (VIF) - - - 17 STAIR PARTIAL O O N O �_-_ / 14 2" DECK TO MATCH 14 2" DECK TO MATCH STAIR r T/LANDING HSS X4X1/2 HSS4X4X1/2 3x3 HSS44X4X1/2 HSS4X4X1/2 PLANS S3.1 STAIR STRINGERS, S3.1 STRINGERS, RE ARCH FOR c? - o'-a" RE ARCH FOR APPEARANCE 5'-10" HSS6X4X1/2 3 APPEARANCE REQUIREMENTS TYP S3.1 REQUIREMENTS 2" DECK TO MATCH (E) PRECAST COLUMN STAIR STRINGERS, RE (E) PRECAST ARCH FOR APPEARANCE COLUMN REQUIREMENTS SHEET NUMBER: SiiLANDING ■ PLAN PLAN PLAN PLAN N THIRD FLOOR FRAMING PLAN 0 2 4 8 SECOND FLOOR FRAMING PLAN o 2 4 8 FRAMING PLAN o 2 4 $ FOUNDATION PLAN o 2 4 8 N NORTH 3 IN IN 2 1 �� - �� NORTH �� - �� NORTHL �� - �� NORTH N SCALE: 1/4" = V-0" SCALE: 1/4 - 1 -0 SCALE: 1/4 = 1 -0 SCALE: 1/4 = 1 -0 - PROJECT NO.: 0220049.07 (N) MCx STRINGER O — DECORATIVE INFILL PER PLAN PANEL AND ATTACHMENT (E)CONCRETE WALL PER ARCH NOTE: REFER TO ARCH FOR L3x2x1/4"x3" ALL FINISH REQUIREMENTS, THIS WILL BE AESS LEVEL 1 (E) PRECAST 1/4 4" MCx STRINGER 8" WALL — 2" STEEL BAR TO MCx BEAM, GRATING LANDING 1/4 4" TYP 2" 2" HSS PER PLAN PER ARCH 3/16 _ PL 3EADE 1'R D A D L TE a m swo r t THREADED RODS AND PLATE 81, HSS - WASHERS, DRILL AND EPDXY 6" or PER PLAN MN FACE OF (E) ELEVATOR WALL N INTO E)WALL USIN EPDXY(REF HILTI ESR HIT 0 3187) GROUP SECTION A-A 223 WILLOW STREET - FORT COLLINS, COLORADO 80524 5-8 1/2" (N) MCx BEAM _ PER PLAN N (970) 484-7477 / info@f-w.com PJ P TYP, EA 5'-6" 2 1/ N 1/4 SIDE _ � � - www.f-w.com Engineers Architects I Surveyors Scientists (N) MCx STRINGER DECORATIVE INFILL PANEL BEYOND PER PLAN ISSUE: # DATE: DESCRIPTION: AND ATTACHMENT PER ARCH x 8 MCx STRINGER CONNECTION 4 STEEL FRAMING BASE PLATE HSS AT (E) WALL < SCALE: 1 — 1 -0 SCALE: 1 1/2 — 1 -0 CV N i H SS2x2x 1/4" FRAME 2" STEEL BAR LANDING FRAMING 3/16 GRATING LANDING PER PLAN CAI PER ARCH '°` V MCx STRINGERS, _�T/LANDING TYP PER PLAN T/(E)WALL — _ 1?!"`__SEE ARCH a " / " " " VIF - _ � 21 12 1 1/2 2 HSS PER PLAN O U o _ PL 3/4x11x11"W/(4)3/4"0 F1554 O O GR36 THREADED ROD W/9" 1/2" DIAMETER 304/316 STAINLESS STEEL N EMBED TO TOP OF NUT TACK o o Z o v A c ' q THREADED RODS, DRILL AND EPDXY 4" INTO WELDED TO BOTTOM OF ROD. CHANNEL TO - cn > (E)CONCRETE USING HILTI HIT-HY 200 EPDXY ANGLE,TYP W/2" r (REF ICC ESR 3187)TYP 3/16 2-12 - AT EA END C`VLj O N O 1/4"CAP PLATE, < , FACE OF(E) PREFABRICATED STEEL GRATE 1/4 T/ E DECK TYP OPEN END PRECAST COLUMN STAIR TREAD PER ARCH, ATTACH PER MANUFACTURER VIF 6" Z-011 (E) PRECAST VIF WALL D�100 Ll ELEVATOR END PANEL STRINGER AT LANDING EDGE STEEL FRAMING BASE PLATE HSS AT (N) FOOTING � 4 sa 50235 12 SCALE: 3/4" = 1'-0" 7 SCALE: 3/4" = 1'-0" `; SCALE: 1 1/2" = 1'-0" 0 io �e e see, TOP MOUNTED 1-1/2" SQUARE x3/8" CHANNEL STRINGER aNAL POST WITH MAX 4'-0"SPACING, PER PLAN 12 24 PERFORATED METAL 1/4" DIA. SCREWS (E) PRECAST APPEARANCE PER ARCH INFILL PANELS PER ARCH AT 12" OC STRUCTURE RISE AND RUN PER ARCH E R CONSTRUCTION N n - (N) HSS BEAM TYP 1/4 / NOTE: REFER TO ARCH T/LANDING 1/2 PER PLAN FOR ALL FINISH �� REQUIREMENTS, THIS SEE ARCH MCx STRINGERS, 1/4 PROJECT: (E) PRECAST 1/4 WILL BE AESS LEVEL 1 TYP PER PLAN L3x3x3/8 LLH CLIP W/3/4" DIA WALL PER PLAN TYP 2 2"x2"x1/4"TAB EACH ANCHOR BOLT- DRILL AND / CITY OF FORT COLLINS SIDE OF POST, MIN 3 SHIM BELOW TREAD AS PREFABRICATED STEEL GRATE EPDXY INTO SLAB USING HILTI PER PANEL AND WITHIN NEEDED, RE ARCH FOR STAIR TREAD PER ARCH, HIT-HY 200. (REF ICC ESR 3187) ° 4" OF TOP AND BOTTOM ALL CLOSED TREAD ATTACH PER MANUFACTURER CLIPS SHALL HAVE LONG- 1. INFORMATION SLOTTED HOLES WITH SLOTS L1 1/2x1 1/2x3/16" GUAD RAIL GUARDER ARCH PARALLEL WITH STRINGERS / OR AS PROVIDED (E) L5x5x1/2 WELDED TO CCPS SHORING & N MCx BEAM STEEL ELEMENTS FOR(E) EMBEDS: INSPECT(E) EN OFOSTRINGER, TYP / BY PLANK MANUF PER PLAN DECORATIVE PANEL ATTACHMENT DAMAGE PRIOR TO REUSE 3/16 3 SIDES TYP STAIR REPLACEMENT L3x3x3/8"x4"WITH 3/4" DIA. SCALE: 1" = 1'-0" / DESIGN n THREADED RODS W/HILTI W/2"AT EA END _ Z HY-200 ADHESIVE, EMBED 6"TOP COPE STRINGER AS 1/4 2-12 NEEDED TO FIT AND BOTTOM OF STRENGER WITH 6" OF COLUMN EXISTING CONDITIONS (E) PRECAST HSS COLUMN STRUCTURE PER PLAN ON GRADE BEYOND 1/2" T/LANDING 1/4 120 N MASON ST. LANDING BRACE TO (E) WALL SEE ARCH STRINGER AT LANDING CHANNEL STRINGER TO SLAB FORT COLLINS, CO 80524 14 SCALE: 1" = 1'-0" 6 SCALE: 3/4" = 1'-0" 2 SCALE: 1 1/2" = 1'.0" (N) HSS BEAM DATE: 12 12 2024 PER PLAN (E) L5x5x1/2"WELDED TO 3/16 PLATE TO ANGLE DESIGNED: DT/CB (E) EMBEDS: INSPECT(E) �^ CUNT. HSS COLUMN PER PLAN STEEL ELEMENT FOR BASE PLATE PER DRAWN: DT/NR DAMAGE PRIOR TO REUSE 3/8" STIFFENER PLATE BELOW 1/2" PLATE 6"x3" HSS COLUMN PER PLAN COLUMN AND AT 24"OC DETAIL 3 / S3.1 1/4 MC12X FRAME PER PLAN 1 1/2" NON-SHRINK GROUT 1/2" ISOLATION JOINT REVIEWED: DJ COLUMN TO BEAM CONNECTION EXISTING SLAB ON AROUND SLAB INFILL 1 SCALE: 3/4" — 1'-O" GRADE TO REMAIN ABOVE FOOTING � T/SLAB 4" HSS2x2 GUARDRAIL POST HSS4x4x1/4" — �_,a a SHEET TITLE: HSS To HSS SEE PLAN 00 !�4 HSS TO HSS TYP 1/4 CHAMFER CORNER, TYP _:;_, .;`_ _ 4.. FRAMING DETAILS PL 3/4X4'X9' W/(2) 1/2"0 A36 THREADED c� _ - RODS AND PLATE WASHERS. DRILL AND HSS TO PL Q 1/4 3 SIDES TYP 4 a 9" MIN EMBED TO B/NUT _ - TACK WELDED TO END EPDXY 4 INTO (E)SLAB USING HILTI HIT- 1/4 a N HY 200 EPDXY(REF ICC ESR 3187) N 1/2" SHIM PLATE 3-1/2"x12" -III III III— OF ANCHOR — -- — 1/4 1/4 HSS TO HSS N NEW FOOTING WITH #5 .. _," � "- a 1/4 PL TO Cx _ d @12" EW T&B COLUMN WRAP U 1/4 PER ARCH Ilk , a, e SHEET NUMBER: HSS COLUMN PER PLAN GRATING NOT SHOWN ° PER PLAN FOR CLARITY Cx PLATFORM FRAME PER PLAN S3ml a N N HANDRAIL POST SUPPORT COLUMN AT EDGE OF LANDING TYPICAL BEAM TO COLUMN STAIR LANDING SUPPORT COLUMN FOOTING N SCALE: 1 1/2 = 1 0 SCALE: 1 — 1 0 SCALE: 1 — 1 0 SCALE: 3/4 = 1 0 PROJECT NO.: 0220049.07 ROOF SYSTEM PER ARCH (N) PRECAST HOLLOW HIGH ROOF CORE PLANKS PER PLAN PLANK PER PLAN CAP PL TO COL HSS4X4X1/4"WITH (2)3/4" PJP,TYP T/STEEL HEADED ANCHOR STUDS — L2x2x3/16"WITH 1/4" DIA. INTO (E)CONCRETE W/ HILTI PER ARCH SIMPSON TITEN HD HY-200 ADHESIVE p 1/4" CAP PLATE TYP SCREWS AT 12" OC �-� -2 1/2" ROOF LEVEL 45-5 1/2" 1/4" DIA. SCREWS 3" MIN L2x2x3/16" FRAME AT12"OC Farnsworth I PERFORATED METAL O TYP ROOF SUPPORT BEAM INFILL PANEL PER ARCH /'� GROUP 3/16 PER ARCH PER PLAN T/STEEL 223 WILLOW STREET TYP TYP °. < FORT COLLINS, COLORADO 80524 1/4"CAP PLATE (970) 484-7477 / info@f-w.com HSS COLUMN 1" EXPANSION JOINT HSS SUPPORT BEAM AT PER PLAN LOW ROOF PLANK PER PLAN BOTTOM OF DECORATIVE (E) ELEVATOR CORE PANEL PER PLAN www.f-w.com CONCRETE WALL Engineers Architects I Surveyors Scientists ISSUE: # DATE: DESCRIPTION: 9 HIGHER, ROOF AT ELEVATOR CORE 7 COLUMN TO. ROOF BEAM CONNECTION 3 ROOF TRANSITION DETAIL SCALE. 3/4 — 1 -0 SCALE. 3/4 — 1 -0 SCALE. 3/4 — 11.011 COPE HSS BEAM AT SKEWED CONNECTION 5" (N) PRECAST HOLLOW ROOF SYSTEM PER ARCH 2'-0" LAP 41 ® _ CORE PLANKS PER PLAN (E)8"THICK PRECAST ELEVATOR CORE - - CONCRETE WALL PLAN VIEW TYP (N) PRECAST HOLLOW CORE PLANKS PER PLAN 3/4" HAS AT 24"OC AND 12" MAX EACH SIDE OF COLUMN, BREAK PL 1/2X4"X8"W/(2) 1/2"0 A36 THREADED OPEN CORE TO SET STUDS AND RE- RODS DRILL AND EPDXY 4" INTO GROUT AFTER PANLE IS PLACED 1 1/2" PRECAST PLANKS USING HILTI HIT-HY MAX SPAN TYP 200 EPDXY(REF ICC ESR 3187) PER PLAN #5 BAR @ 12" OC. DRILL AND EPDXY WITH HILTI HY-200 (N) PRECAST HOLLOW CORE ADHESIVE AND 5 1/2" EMBED 1/4 A (N) HSS BEAM PLANKS PER PLAN. GROUT INTO EXISTING WALL PER PLAN CORES SOLID. SHORE HOLLOW CORE PLANKS UNTIL HSS2x2x1/4" 1/4"CAP PLATE FULL 28-DAY STRENGTH OF FRAME PER PLAN CAP PL TO HSS GROUT IS ACHIEVED AND EPDXY IS CURED. TYP <TYP HSS COLUMN VA PER PLAN O��'1DA*C`.,�sF DECORATIVE PANEL HANGER (N) HSS BEAM AT ROOF COLUMN EYEBROW AT ELEVATOR DOOR ° ;4 :a 50235 d • �C3 iQ i i • SCALE: 1 1/2 — 1 -0 SCALE: 1 — 1 -0 SCALE: 1 — 1 -0 1/4" PLATE 10"x6" EACH ROOF SYSTEM ASS/��p�� Cr 1/4 Al SIDE OF COLUMN PER ARCH (N) ROOF SUPPORT Z Z4 COLUMN PER PLAN (N) PDLRECAST HOLLOW CORE PLANKS PER PLAN II 12 PERFORATED METAL II FOR CONSTRUCTION S3.2 _ INFILL PANEL PER ARCH II II 3 SIDES TYP - _ SEE DETAIL 8 / S3.2 N w� n 1/4 — i I I I ( ) HSS FRAME - FOR BEAM PER PLAN -- PLAN VIEW BEHIND PANEL 1 - CONNECTION (E)CONCRETE PROJECT: ELEVATOR CORE CITY OF FORT COLLINS BEYOND 1/4 (N) ROOF SUPPORT PP RT O COLUMN PER PLAN HSS TO HSS N MCx BEAM AT PANEL 1/4 ( ) PLATE EA SIDE FRAME PER PLAN PER PLAN VIEW ISOMETRIC VIEW CCPS SHORING & 1/4 2 SCALE: STAIR REPLACEMENT LANDING FRAMING T/STEEL 10 10 DESIGN PER PLAN S3.2 �.2 PER PLAN CHAMFER CORNER AND WELD SMOOTH 1/4 1/4" PLATE x6" 120 N MASON ST. 11 ROOF COLUMN TO LANDING CONNECTION 5 LOWER ROOF AT ELEVATOR CORE FORT COLLINS, CO 80524 SCALE: 1, — 1 -0 SCALE: 3/4„ — 1 -0 DATE: 12/12/2024 Al 2,p"SAP (E) ELEVATOR CORE DESIGNED: DT/CB CONCRETE WALL ROOF SYSTEM PER ARCH DRAWN: DT/NR N PRECAST HOLLOW CORE REVIEWED: DJ 1/4" DIA. SCREWS PLANKS PER PLAN AT 12"OC 1/4" BENT PLATE TO HSS COLUMN MATCH ROOF SLOPE PER PLAN i OVERHANG #5 BENT BAR @ 12" OC AND LOCATED 6" SHEET TITLE: PER ARCH FROM END OF WALL, DRILL AND EPDXY WITH HILTI HY-200 ADHESIVE AND 5 1/2" FRAMING DETAILS EMBED INTO EXISTING WALL, GROUT CORE COLUMN WRAP SOLID AFTER PANEL IS PLACED PER ARCH FULLY GROUT CORES WITH REINFORCMEENT AND PACK LEDGE FOR PERFORATED METAL GAP BETWEEN WALL WITH FIT-UP HSS2x2x1/4" FRAME FOR �� INFILL PANEL PER ARCH NON-SHRINK GROUT. GROUT PERFORATED INFILL CORES SOLID. SHORE PANEL SUPPORT HOLLOW CORE PLANKS UNTIL 3/4" DIA. BOLTS DRILL AND EPDXY FULL 28-DAY STRENGTH OF n 4" INTO GROUTED CELLS AT 24" GROUT IS ACHIEVED AND � II OC IN OVERSIZED HOLES (REF EPDXY IS CURED. SHEET NUMBER: PL TO HSS ICC ESR 3187) HSS TO HSS — STEEL SUPPORT GRISMOOTH —. BEAM PER PLAN S3m2 N N PANEL SUPPORT AT COLUMN HIGHER ROOF AT ELEVATOR CORE ISOMETRIC VIEW SCALE: 1" = V-0" SCALE: 1" = V-0" SCALE: PROJECT NO.: 0220049.07 SYMBOLS LEGEND ABBREVIATIONS GENERAL NOTES NOTE: NOT ALL SYMBOLS ARE USED IN CONSTRUCTION DOCUMENTS AFF ABOVE FINISHED FLOOR ID INSIDE DIAMETER A. REFER TO LIFE SAFETY SHEETS FOR LIFE SAFETY INFORMATION. DETAIL# MATL ACP/APC ACOUSTIC CEILING PANEL/ IN INCH 1'-0" CEILING/SOFFIT ACOUSTIC PANEL CEILING INCL INCLUDING B. CONTRACTOR TO PROVIDE ALL ADDITIONAL FRAMING NECESSARY FOR ALL 1 WALL SECTION HEIGHT ACT ACOUSTIC(AL)TILE INSUL INSULATION OPENINGS AND SUPPLEMENTAL FRAMING ABOVE PARTITIONS. A8.1 ADJ ADJUSTABLE INT INTERIOR ADT'L ADDITIONAL JAN JANITOR C. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR SYSTEM RELATED SHEET# e COLUMN GRID AGG AGGREGATE JT JOINT PENETRATIONS NOT SHOWN. ALT ALTERNATE LAV LAVATORY AL ALUMINUM LB(S) POUND(S) D. PROJECTS SHALL REMAIN IN COMPLIANCE WITH ALL ASPECTS OF ALL APPROX APPROXIMATE(LY) L/S LANDSCAPE GOVERNING CODES AND ORDINANCES DURING THE COURSE OF WALL GRID ASPH ASPHALT LT LIGHT CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EXITING, FIRE ALARM DETAIL# X. (REPRESENTS AUTO AUTOMATIC MO MASONRY OPENING SYSTEM(S) SMOKE/FIRE DETECTION SYSTEM(S), SPRINKLER SYSTEM(S). Fa rn SWO 1FACE OF EXISTING B/O BOTTOM OF MAS MASONRY 1 BUILDING SECTION WALL) BD BOARD MATL MATERIAL E. TEMPORARY BARRICADES AS PERTAINING TO CONTRACTOR'S ACTIVITIES SHALL A8.1 BLDG BUILDING MAX MAXIMUM BE INSTALLED TO PREVENT POSSIBLE INJURY TO PERSONS IN AND AROUND GROUP BLKG BLOCKING MECH MECHANICAL DEMOLITION AND CONSTRUCTION AREAS IN ACCORDANCE WITH OSHA PAGE# #.# TYPICAL KEYNOTE BOT BOTTOM MFR MANUFACTURER REQUIREMENTS. COORDINATE WITH OWNER. BRG BEARING MIN MINIMUM 223 WILLOW STREET Q_ CENTERLINE MISC MISCELLANEOUS F. ALL AREAS TO BE DEMOLISHED OR DISTURBED BY ANY DEMOLITION ARE TO BE FORT COLLINS, COLORADO 80524 1 ID#.# DEMOLITION KEYNOTE C/C CENTER TO CENTER MTD MOUNTED PATCHED AND PAINTED (OR PREPARED FOR OTHER SCHEDULED FINISH). IF (970) 484-7477/ info@f-w.com CJ CONTROL JOINT MTL METAL PAINTING IS REQUIRED, ENTIRE WALL SHALL RECEIVE PAINT TO AVOID A8.1 CLL CONTRACT LIMIT LINE N NORTH MISMATCH OF COLOR. ROOM CEM CEMENT(ITIOUS) NIC NOT IN CONTRACT / NAME ROOM DESIGNATION CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE G. AT CONSTRUCTION ACCESS, CONTRACTOR TO PROVIDE LABOR AND MATERIALS �,,��,,,w.f-w.com DETAIL# CLG CEILING NOM NOMINAL TO REPAIR ALL DISTURBED ELEMENTS. 101 Engineers � Architects I Surveyors � Scientists 1 DETAIL SECTION CLR CLEAR OC ON CENTER COL COLUMN OD OUTSIDE DIAMETER H. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO PROVIDE COMPLETE A8.1 CONC CONCRETE O TO O OUT TO OUT WORKING SYSTEMS FOR ALL NEW ELEMENTS AND TO COORDINATE THEIR SHEET# o� DOOR NUMBER CONST CONSTRUCTION OPNG OPENING WORK WITH ALL OTHER TRADES. ssue CONT CONTINUOUS OPP OPPOSITE # DATE: DESCRIPTION: ' CPT CARPET OVHD OVERHEAD I. ALL CONTRACTORS SHALL PROVIDE NEW, UNDAMAGED MATERIALS UNLESS CT CERAMIC TILE PEB PRE-ENGINEERED BUILDING OTHERWISE SPECIFIED. O WALL TYPE CTR CENTER(ED) PJF PREFORMED JOINT FILLER 1 DETAIL# DF DRINKING FOUNTAIN PT PRESSURE TREATED J. STORE MATERIALS IN SUCH A MANNER AS NOT TO OVERSTRESS, OVERLOAD, OR DS DOWNSPOUT PERIM PERIMETER OTHERWISE PUT AN UNSAFE LOAD ON ANY STRUCTURE DURING INTERIOR ELEVATION DBL DOUBLE PL PLATE CONSTRUCTION. A8.1 0 WINDOW TYPE DEG DEGREE PLAM PLASTIC LAMINATE DEMO DEMOLITION PLBG PLUMBING K. INSTALL ALL WORK IN ACCORDANCE WITH CURRENT APPLICABLE CODES, SHEET# DET/DTL DETAIL PLYWD PLYWOOD PUBLISHED STANDARDS, AND ACCEPTABLE CONSTRUCTION STANDARDS. T# TOILET ACCESSORY DIA DIAMETER PNT PAINT DIM DIMENSION PR PAIR L. DETAILS ARE GENERALLY TYPICAL AND ARE NOT TO BE CONSTRUED AS LIMITED DETAIL# DN DOWN PTD PAINTED TO THOSE AREAS SPECIFICALLY INDICATED. REVIEW ANY QUESTIONS OR 1 12 DWG(S) DRAWING(S) PWR POWER CONFLICTING INFORMATION WITH THE DESIGN PROFESSIONAL PRIOR TO EXTERIOR ELEVATION 6 ROOF PITCH E EAST RB RUBBER BASE FABRICATION OR INSTALLATION. A8.1 EC ELECTRICAL CONTRACTOR RD ROOF DRAIN SHEET# EHO ELECTRICAL HOLD OPEN RO ROUGH OPENING M. CONTRACTOR SHALL VERIFY DIMENSIONS IN FIELD PRIOR TO BEGINNING SLOPE: 1/4" EJ EXPANSION JOINT RAID RADIUS CONSTRUCTION. SLOPE/ROOF SLOPE EW EACH WAY REC RECESSED _01F� EA EACH REINF REINFORCED D�L ENLARGED CALLOUT EIFS EXTERIOR INSULATION REQ'D REQUIRED FINISH SYSTEM REV REVISED (REVISION) BREAK LINE EL ELEVATION RM ROOM ELEC ELECTRIC(AL) S SOUTH ELEV ELEVATOR SB SPLASH BLOCK ELEVATION ELEVATION EMER EMERGENCY SF SQUARE FEET 0'-0" ? REVISION NOTE EQ EQUAL SS STAINLESS STEEL EQUIP EQUIPMENT SIM SIMILAR EXIST EXISTING SPEC SPECIFICATIONS EXT EXTERIOR SQ SQUARE EWC ELECTRIC WATER COOLER STD STANDARD FD FLOOR DRAIN STL STEEL FE FIRE EXTINGUISHER STOR STORAGE FFE FINISH FLOOR ELEVATION STRUCT STRUCTURAL FV FIELD VERIFY SUSP SUSPENDED FEC FIRE EXTINGUISHER CABINET T&G TONGUE AND GROOVE FDN FOUNDATION T/O TOP OF FIN FINISH TELE TELEPHONE OF Coto FLSHG FLASHING TRTD TREATED FLR FLOOR TS TUBE STEEL hQ p FRMG FRAMING TYP TYPICAL GO JULIE MAME FT FOOT/FEET UNFIN UNFINISHED f SASS FTG FOOTING UNO UNLESS NOTED OTHERWISE ' GC GENERAL CONTRACTOR VCT VINYL COMPOSITION TILE / gRC.004035GA h e�If� tvV GALV GA UGE VIF VERIFY IN FIELD GALVANIZED VERT VERTICAL GEN GENERAL W WEST --- GYP GYPSUM W/ WITH HM HOLLOW METAL W/O WITHOUT HDWR HARDWARE WC WATER CLOSET HOL HOLLOW WWF WELDED WIRE FABRIC FOR CONSTRUCTION HOR HORIZONTAL WD WOOD HT HEIGHT WH WATER HEATER HVAC HEATING/VENTILATION/AIR WT WEIGHT CONDITIONING PROJECT: CITY OF FORT COLLINS CCPS SHORING & STAIR REPLACEMENT DESIGN 120 N MASON ST. FORT COLLINS, CO 80524 DATE: 12/12/2024 DESIGNED: CMW DRAWN: CMW REVIEWED: JMS SHEET TITLE: GENERAL INFORMATION SHEET NUMBER: AOml 0 o_ u N O N MI PROJECT NO.: 0220049.01 SECTION 01 0000 - GENERAL PROJECT INFORMATION SECTION 01 2500 - SUBSTITUTION PROCEDURES (CONTINUED) SECTION 01 3000 - ADMINISTRATIVE REQUIREMENTS (CONTINUED) SECTION 01 3000 - ADMINISTRATIVE REQUIREMENTS (CONTINUED) PART 1 GENERAL 3.8.SUBMITTALS FOR REVIEW 1.1 PROJECT INFORMATION PART 3 EXECUTION 3.3. PROGRESS MEETINGS A. When the following are specified in individual sections, submit them for review: A. For information regarding installation requirements,warranties, or anything else not otherwise listed below, refer A. Schedule and administer meetings throughout progress of the work at maximum Owner approved intervals. 1. Product data. the City of Fort Collins Building &Construction Standards. All products must conform to the City of Fort Collins 3.1 GENERAL REQUIREMENTS B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings. 2. Design data. Building &Construction Standards. URL: https://www.fcgov.com/opserv/pdf/building-design-standards.pdf A. A Substitution Request for products, assemblies, materials, and equipment constitutes a representation that the C. Attendance Required: 3. Shop drawings. B. The contractor shall be responsible for delivering a complete and usable facility which will function per the design submitter: 1. Contractor. 4. Samples for selection. intent of the construction documents. The contractor shall verify all dimensions and coordinate scope of work 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified 2. Owner. 5. Samples for verification. with existing site conditions. product, equipment, assembly, or system. 3. Architect/Engineer. B. Submit to Architect/Engineer for review for the limited purpose of checking for compliance with information given C. The contractor shall be responsible for delivering a complete and usable facility which will function per the design 2. Agrees to provide the same warranty for the substitution as for the specified product. 4. Contractor's superintendent. and the design concept expressed in Contract Documents. intent of the construction documents. The contractor shall verify all dimensions and coordinate scope of work 3. Agrees to provide same or equivalent maintenance service and source of replacement parts, as applicable. 5. Major subcontractors. C. Samples will be reviewed for aesthetic, color, or finish selection.After review, provide copies and distribute in with existing site conditions. 4. Agrees to coordinate installation and make changes to other work that may be required for the work to be D. Agenda: accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in D. In the event of discrepancies, notify the City representative,Architect and/or Engineer and request clarification complete, with no additional cost to Owner. 1. Review minutes of previous meetings. Section 01 7800-Closeout Submittals. prior to proceeding with the work involved. 5. Waives claims for additional costs or time extension that may subsequently become apparent. 2. Review of work progress. Fa rn swo E. The contractor shall become thoroughly acquainted with contents of the scope of work documents issued by the 6. Agrees to reimburse Owner and Architect/Engineer for review or redesign services associated with re- 3. Field observations, problems, and decisions. 3.9.SUBMITTALS FOR INFORMATION City of Fort Collins,these specifications and the drawings. The scope of work documents, specifications, City of approval by authorities. 4. Identification of problems that impede, or will impede, planned progress. A. When the following are specified in individual sections, submit them for information: Fort Collins BuildingDesign &Construction Standards latest edition), and drawings are complementary, and B. Document each request with complete data substantiating compliance of proposed substitution with Contract GROUP g ( ) 95. Review of submittals schedule and status of submittals. 1. Design data. portions of the work described in one shall be provided as if described in both. Documents. Burden of proof is on proposer. 6. Review of RFIs log and status of responses. 2. Certificates. F. In case of conflict between or within the various contract documents, the more stringent requirements (as 1. Note explicitly any non-compliant characteristics. 7. Review of off-site fabrication and delivery schedules. 3. Test reports. 223 WILLOW STREET determined by the Architect)shall govern, and the greater quantity and the higher quantity(as determined by the C. Content: Include information necessary for tracking the status of each Substitution Request, and information 8. Maintenance of progress schedule. 4. Inspection reports. Architect)shall be furnished. This rule does not apply where a requirement is specifically modified or superseded necessary to provide an actionable response. FORT COLLINS, COLORADO 80524 pP Y q P Y P 9. Corrective measures to regain projected schedules. 5. Manufacturer's instructions. by another and where additions to, deletions from, and other changes are specifically made, as in addenda, D. Limit each request to a single proposed substitution item. 10. Planned progress during succeeding work period. 6. Manufacturer's field reports. (970) 484-7477/info@f-w.com construction change directives, modifications change orders, and the like. 1. Submit an electronic document, combining the request form with supporting data into single document. 11. Coordination of projected progress. 7. Other types indicated. 3.2.SUBSTITUTION PROCEDURES DURING PROCUREMENT 12. Maintenance of quality and work standards. B. Submit for Architect/Engineer's knowledge as contract administrator or for Owner. 13. Effect of proposed changes on progress schedule and coordination. A. Owner will consider requests for substitutions only if submitted at least 10 days prior to the date for receipt of bids. 14. Other business relating to work. 3.10. SUBMITTALS FOR PROJECT CLOSEOUT www.f-w.com E. Record minutes and distribute copies within two days after meeting to participants,with two copies to A. Submit Correction Punch List for Substantial Completion. Engineers I Architects I Surveyors I Scientists 3.3.SUBSTITUTION PROCEDURES DURING CONSTRUCTION Architect/Engineer, Owner, participants, and those affected by decisions made. B. Submit Final Correction Punch List for Substantial Completion. SECTION 01 1000 - SUMMARY A. Submit request for Substitution for Cause within 14 days discovery of need for substitution, but not later than 14 C. When the following are specified in individual sections, submit them at project closeout in compliance with days prior to time required for review and approval by Archh itect/E ngi neer, in order to stay on approved project 3.4. CONSTRUCTION PROGRESS SCHEDULE requirements of Section 01 7800-Closeout Submittals: issuE: schedule. A. Within 10 days after date established in Notice to Proceed, submit preliminary schedule defining planned 1. Project record documents. # DATE: DESCRIPTION: PART 1 GENERAL B. Submit request for Substitution for Convenience immediately upon discovery of its potential advantage to the - 1.1 PROJECT operations for the first 60 days of work,with a general outline for remainder of work. 2. Operation and maintenance data. A. Project Name: 0220049.07- FC-22 CCPP Shoring &Stair Replacement stay on approved project schedule. project, but not later than 14 days prior to time required for review and approval by Architect/Engineer, in order to B. If preliminary schedule requires revision after review, submit revised schedule within 10 days. 3. Warranties. B. Owner's Name: City of Fort Collins. C. Within 5 days after review of preliminary schedule, submit draft of proposed complete schedule for review. 4. Bonds. 1. In addition to meeting general documentation requirements, document how the requested substitution D. Submit updated schedule with each Application for Payment. 5. Other types as indicated. C. Architect's Name: Farnsworth Group, Inc. benefits the Owner through cost savings, time savings, greater energy conservation, or in other specific D. The Project consists of the removal and replacement of the stair structure located at the south east corner of the was D. Submit for Owner's benefit during and after project completion. Civic Center Parkin Structure. y 3.5. PROGRESS PHOTOGRAPHS g 2. Document means of coordinating of substitution item with other portions of the work, including work by A. Submit new photographs at least once a month,within 3 days after being taken. 3.11. NUMBER OF COPIES OF SUBMITTALS affected subcontractors. B. Photography Type: Digital; electronic files. A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be 1.2 DESCRIPTION OF ALTERATIONS WORK 3. Bear the costs engendered by proposed substitution of: C. Providephotographs of site and construction throughout progress of work produced b an experienced returned. Create PDFs at native size and right-side u illegible files will be rejected. A. Schedule the Work to accommodate Owner occupancy. a. Owner's compensation to the Architect/Engineer for any required redesign, time spent processing and 9 P 9 P Y p 9 p' 9 1 B. Scope of alterations work is indicated on drawings. photographer, acceptable to Architect/Engineer. B. Samples: Submit the number specified in individual specification sections; one of which will be retained by P g evaluating the request. D. Views: Arch itecUEngineer. b. Other construction by Owner. 1. Provide non-aerial photographs from four cardinal views at each specified time, until date of Substantial 1. After review, produce duplicates. 1.3 OWNER OCCUPANCY c. Other unanticipated project considerations. A. Owner intends to continue to occupy adjacent portions of the existing building during the entire construction C. Substitutions will not be considered under one or more of the following circumstances: Completion. 2. Retained samples will not be returned to Contractor unless specifically so stated. period. 2. Provide factual presentation. p 1. When they are indicated or implied on shop drawing or product data submittals, without having received prior 3. Provide correct exposure and focus, high resolution and sharpness, maximum depth of field, and minimum 3.12. SUBMITTAL PROCEDURES B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations. approval. C. Schedule the Work to accommodate Owner occupancy. distortion. A. General Requirements: 2. Without a separate written request. E. Digital Photographs: 24 bit color, minimum resolution of 1024 by 768, in JPG format; provide files unaltered by 1. Use a separate transmittal for each item. 1.4 CONTRACTOR USE OF SITE AND PREMISES 3. When acceptance will require revisions to Contract Documents. photo editing software. 2. Transmit using approved form. A. Construction Operations: As directed by the Owner. 3.4. RESOLUTION 1. Delivery Medium: Via email. a. Use form generated by Electronic Document Submittal Service software. B. Arrange use of site and remises to allow: 2. File Naming: Include project identification, date and time of view, and view identification. 3. Sequentially identify each item. For revised submittals use original number and a sequential numerical suffix. 9 p A. this d ectin an eer may request additional information and documentation prior to rendering a decision. Provide 3. PDF File: Assemble all photos into printable pages in PDF format, with 2 to 3 photos per page, each photo 4. Identify: Project; Contractor; subcontractor or supplier; pertinent drawing and detail number; and specification 1. Owner Occupancy this data in an expeditious manner. labeled with file name; one PDF file per submittal. section number and article/paragraph, as appropriate on each copy. 2. Work by others. B. Arch itect/Engineerwill notify Contractor in writing of decision to accept or reject request. 3. Work bu owner. 5. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, 4. Use of site by the public. 3.5.ACCEPTANCE 3.6. REQUESTS FOR INTERPRETATION (RFI) field dimensions, adjacent construction work, and coordination of information is in accordance with the C. Provide access to and from site as required b law and b Owner: A. Definition: A request seeking one of the following: requirements of the work and Contract Documents. q y y A. Accepted substitutions change the work of the Project. They will be documented and incorporated into work of 1. An interpretation, amplification, or clarification of some requirement of Contract Documents arising from a. Submittals from sources other than the Contractor, or without Contractor's stamp will not be 1. Emergency Building Exits During Construction: Keep all exits required by code open during construction the project by Change Order, Construction Change Directive,Architectural Supplementary Instructions, or similar period; provide temporary exit signs if exit routes are temporarily altered. instruments provided for in the Conditions of the Contract. inability to determine from them the exact material, process, or system to be installed; or when the elements of acknowledged, reviewed, or returned. 2. period; not obstruct roadways, sidewalks, or other public ways without permit. construction are required to occupy the same space (interference); or when an item of work is described 6. Schedule submittals to expedite the Project, and coordinate submission of related items. a. Do not block public streets at any time. 3.6.CLOSEOUT ACTIVITIES differently at more than one place in Contract Documents. a. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor. D. Utility Ota es and Sk public : 2. A resolution to an issue which has arisen due to field conditions and affects design intent. b. For sequential reviews involving Architect/Engineer's consultants, Owner, or another affected party, allow Y g A. See Section 01 7800-Closeout Submittals,for closeout submittals. B. Whenever possible, request clarifications at the next appropriate project progress meeting,with response entered an additional 7 days. 1. Prevent accidental disruption of utility services to other facilities. B. Include completed Substitution Request Forms as part of the Project record. Include both approved and rejected into meeting minutes, rendering unnecessary the issuance of a formal RFI. 7. Identify variations from Contract Documents and product or system limitations that may be detrimental to E. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a Requests. weather-resistant condition throughout construction period until Substantial Completion of new building. Repair C. Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of Contract successful performance of the completed work. Documents. Failure to submit a RFI in a timely manner is not a legitimate cause for claiming additional costs or 8. Provide space for Contractor and Architect/Engineer review stamps. damage caused by construction operations to maintain safe structure. END OF SECTION site delays in execution of the work. 9. When revised for resubmission, identify all changes made since previous submission. F. Protect existing site improvements and public access ways to remain. If pavements, curbs, , and other improvements to remain are damaged or defaced during construction operations, repair and restore all site 1. Prepare a separate RFI for each specific item. 10. Distribute reviewed submittals. Instruct parties to promptly report inability to comply with requirements. a. Review, coordinate, and comment on requests originating with subcontractors and/or materials suppliers. 11. Incomplete submittals will not be reviewed, unless they are partial submittals for distinct portion(s)of the condition at start of construction or better. OF coto P P y property, P t P Y y b. Do not forward requests which solely require internal coordination between subcontractors. work, and have received prior approval for their use. ,p G. Kee paved driveways Owner'sfull project site and public streets, alleys walkways clear of SECTION 01 3000 - ADMINISTRATIVE REQUIREMENTS ,��. q 2. Prepare using software provided by the Electronic Document Submittal Service. 12. Submittals not requested will be recognized, and will be returned "Not Reviewed", Q earth and debris spillage from trucking and traffic involved in construction operations. 3. Combine RFI and its attachments into a single electronic file. PDF format is preferred. B. Product Data Procedures: O cO JULIE MARIE PART 1 GENERAL D. Reason for the RFI: Prior to initiation of an RFI, carefully study all Contract Documents to confirm that information 1. Submit only information required by individual specification sections. SASS '-* 1.5 WORK RESTRICTIONS 1.1.SECTION INCLUDES sufficient for their interpretation is definitely not included. 2. Collect required information into a single submittal. _k2 t A. General administrative requirements. 1. Include in each request Contractor's signature attesting to good faith effort to determine from Contract 3. Do not submit(Material)Safety Data Sheets for materials or products. ARC.00403455 1_ A. Work Restrictions, General: Comply with restrictions on construction operations. B. Electronic document submittal service. Documents information requiring interpretation. C. Shop Drawing Procedures: �C� 6f7f-Z° �V 1. Comply with limitations on use of public streets and other requirements of authorities having jurisdiction. < �'\ C. Preconstruction meeting. 2. Unacceptable Uses for RFIs: Do not use RFIs to request the following: 1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting Contract Documents �j/ a. Due to the location of the planned project, early coordination with the Owner's project manager shall be SFd ARG required for all construction activities. D. Construction progress schedule. a. Approval of submittals (use procedures specified elsewhere in this section). and coordinating related work. _ �1 2. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied b Owner unless permitted E. Progress photographs. b. Approval of substitutions (see Section -01 6000- Product Requirements) 2. Do not reproduce Contract Documents to create shop drawings. `c,p: to/�I_ " 9 Y P P 9 P Y P F. Submittals for review, information, and project closeout. c. Changes that entail change in Contract Time and Contract Sum (comply with provisions of the Conditions 3. Generic, non-project-specific information submitted as shop drawings do not meet the requirements for shop under the following conditions and then only after providing temporary utility services according to G. Number of copies of submittals. of the Contract). drawings. requirements indicated: H. Requests for Information (RFI) procedures. 3. Improper RFIs: Requests not prepared in compliance with requirements of this section, and/or missing key 3.13. SUBMITTAL REVIEW a. Notify Architect and Owner not less than two business days in advance of proposed utility interruptions. I. Submittal procedures. information required to render an actionable response. The will be returned without a response,with an A. Submittals for Review: Architect/En sneer will review each submittal, and approve, or take other appropriate FOR CONSTRUCTION b. Obtain Owner's written permission before proceeding with utility interruptions. p q p y p g PP 3. Noise,Vibration, Dust and Odors: Coordinate operations that may result in high levels of noise and vibration, explanatory notation. action. odors, or other disruption to Owner. 1.2. RELATED REQUIREMENTS 4. Frivolous RFIs: Requests regarding information that is clearly indicated on, or reasonably inferable from, B. Submittals for Information: Architect/Engineer will acknowledge receipt and review. See below for actions to be a. Notify Architect and Owner not less than two days in advance of proposed disruptive operations. A. Section 01 6000-Product Requirements: General product requirements. Contract Documents, with no additional input required to clarify the question. They will be returned without a taken. b. Obtain Owner's Liaison's written s than two before advance with p s e tdis operations.tiveeB. Section 01 7000-Execution and Closeout Requirements: Additional coordination requirements. response, with an explanatory notation. C. Architect/Engineer's actions will be reflected by marking each returned submittal using virtual stamp on electronic IIIIIIIIIIIIIII P proceeding PPROJECT: C. Section 01 7800-Closeout Submittals: Project record documents; operation and maintenance data; warranties time-and-materials Comply with applicable noise control laws, ordinances, and regulations. Where field sound > p � a. The Owner reserves the right to assess the Contractor for the costs (on time and materials basis) submittals. and bonds. incurred by the Architect/Engineer, and any of its consultants, due to processing of such RFIs. 1. Notations may be made directly on submitted items and/or listed on appended Submittal Review cover sheet. measurements exceed allowable limits cease operating such equipment and repair or replace it with CITY OF FORT COLLINS equipment that complies with requirements. E. Content: Include identifiers necessary for tracking the status of each RFI, and information necessary to provide an D. Arch itecUEngineer's and consultants'actions on items submitted for review: d. Dust: Take precautions necessary to keep Work under this contract and adjoining properties free from 1.3. GENERAL ADMINISTRATIVE REQUIREMENTS actionable response. 1. Authorizing purchasing, fabrication, delivery, and installation: dust. Perform dust control in compliance with authorities having jurisdiction. Follow procedures and A. Comply with requirements of Section 01 7000-Execution and Closeout Requirements for coordination of 1. Official Project name and number, and any additional required identifiers established in Contract Documents. a. "No Exceptions or No Exceptions Taken ", or language with same legal meaning. execution of administrative tasks with timing of construction activities. 2. Owner's,Arch itect/Engineer's, and Contractor's names. b. "Furnish as Corrected", or language with same legal meaning. protocol to prevent pollution of land, air, and water. B. Make the following types of submittals to Architect/Engineer and Owner's project manager: 3. Discrete and consecutive RFI number, and descriptive subject/title. 1) At Contractor's option, submit corrected item, with review notations acknowledged and incorporated. 4. Nonsmoking Site and Building: Smoking or use of any tobacco is not permitted within the building or on the 1. Requests for Information (RFI). 4. Issue date, and requested reply date. 2) If specifically noted or requested on the submittal review, resubmit corrected itemwith review site. 2. Requests for substitution. 5. Reference to articular Contract Documents requiring additional information/inter retation. Identify C C PS SHORING & 5. Controlled Substances: Use controlled substances on the Project site are not permitted. Contractor is q P ( ) q 9 p y pertinent notations acknowledged and incorporated. Resubmit separately, or as part of project record documents. responsible for maintaining a drug-free work place. 3. Shop drawings, product data, and samples. drawing and detail number and/or specification section number, title, and paragraph(s). 2. Not Authorizing fabrication, delivery, and installation: B. Construction and storage trailers shall be located on the site and not on the public streets. 4. Test and inspection reports. 6. Annotations: Field dimensions and/or description of conditions which have engendered the request. a. "Revise and Resubmit or Exceptions Noted". STAIR REPLACEMENT C. Parking and parking restrictions shall be coordinated with the Owner. 5. Design data. 7. Contractor's suggested resolution: A written and/or a graphic solution,to scale, is required in cases where 1) Resubmit revised item,with review notations acknowledged and incorporated. 6. Manufacturer's instructions and field reports. clarification of coordination issues is involved,for example; routing, clearances, and/or specific locations of 2) Non-responsive resubmittals may be rejected. DESIGN 1.6.SPECIFICATION AND DRAWING CONVENTIONS 7. Progress schedules. work shown diagrammatically in Contract Documents. If applicable, state the likely impact of the suggested b. "Not Accepted or Rejected". A. Specification Content: The Specifications use certain conventions for the style of language and the intended 8. Coordination drawings. resolution on Contract Time or the Contract Sum. 1) Submit item complying with requirements of Contract Documents. meaning of certain terms, words, and phrases when used in particular situations. These conventions are as 9• Correction Punch List and Final Correction Punch List for Substantial Completion. F. Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, and other information E.Architect/Engineer's and consultants'actions on items submitted for information: follows: 10. Closeout submittals. necessary to substantiate the reason for the request. 1. Items for which no action was taken: 1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," G. RFI Log: Prepare and maintain a tabular log of RFIs for the duration of the project. a. "Not Reviewed or Received"- to notify the Contractor that the submittal has been received for record "shall be,"or"shall comply with,"depending on the context, are implied where a colon (:) is used within a PART 2 PRODUCTS-NOT USED 1. Indicate current status of every RFI. Update log promptly and on a regular basis. only. sentence or phrase. 2. Note dates of when each request is made, and when a response is received. 2. Specification requirements are to be performed by Contractor unless specifically stated otherwise. PART 3 EXECUTION 3. Highlight items requiring priority or expedited response. END OF SECTION. B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in 4. Highlight items for which a timely response has not been received to date. 120 N MASON ST. the Specifications. 3.1. ELECTRONIC DOCUMENT SUBMITTAL SERVICE 5. Identify and include improper or frivolous RFIs. C. DrawingCoordination: Requirements for materials and products identified on the Drawings are described in A. All documents transmitted for purposes of administration of the contract are to be in electronic(PDF, MS Word, or H. Review Time: Architect/Engineer will respond and return RFIs to Contractor within seven calendar days of FORT COLLINS, CO 80524 q P g MS Excel)format, as appropriate to the document, and transmitted via an Internet-based submittal service that receipt. For the purpose of establishing the start of the mandated response period, RFIs received after 12:00 noon SECTION 01 4000 - QUALITY REQUIREMENTS detail in the Specifications. One or more of the following are used on the Drawings to identify materials and receives, logs and stores documents, provides electronic stamping and signatures, and notifies addressees via will be considered as having been received on the following regular working da products: g P P g 9 g g g g y. 1. Terminology: Materials and products are identified by the typical generic terms used in the individual email. 1. Response period may be shortened or lengthened for specific items, subject to mutual agreement, and PART 1 GENERAL 1. Besides submittals for review, information, and closeout,this procedure applies to Requests for Information recorded in a timely manner in progress meeting minutes. 1.1.SECTION INCLUDES DATE: 12/12/2024 Specifications Sections. ro progress documentation, contract modification documents e. supplementary instructions, change I. Responses: Content of answered RFIs will not constitute in an manner a directive or authorization to perform A. Submittals. 2. Abbreviations: Materials and products are identified by abbreviations scheduled on Drawings. (RFIs), p g ( g' PP ry g P Y 3. Keynoting: Materials and products are identified b reference keynotes referencingSpecification Section proposals, change orders), applications for payment,field reports and meeting minutes, Contractor's extra work or delay the project. If in Contractor's belief it is likely to lead to a change to Contract Sum or Contract B. Quality assurance. DESIGNED: CMW y y p correction punchlist, and any other document any participant wishes to make part of the project record. Time, promptly issue a notice to this effect, and follow up with an appropriate Change Order request to Owner. C. Contractor's design-related professional design services. numbers found in this Project Manual. 2. Contractor and Architect/Engineer are required to use this service. 1. Response may include a request for additional information, in which case the original RFI will be deemed as D. Control of installation. END OF SECTION 3. It is Contractor's responsibility to submit documents in allowable format. having been answered, and an amended one is to be issued forthwith. Identify the amended RFI with an R E. Tolerances. DRAWN: CMW 4. Subcontractors, suppliers, and Architect/Engineer's consultants will be permitted to use the service at no suffix to the original number. F. Manufacturers'field services. extra charge. 2. Do not extend applicability of a response to specific item to encompass other similar conditions, unless G. Defect Assessment. REVIEWED: JMS 5. Users of the service need an email address, internet access, and PDF review software that includes ability to specifically so noted in the response. mark up and apply electronic stamps (such as Adobe Acrobat, www.adobe.com, or Bluebeam PDF Revu, 3. Upon receipt of a response, promptly review and distribute it to all affected parties, and update the RFI Log. 1.2. RELATED REQUIREMENTS SECTION 01 2500 - SUBSTITUTION PROCEDURES www.bluebeam.com), unless such software capability is provided by the service provider. 4. Notify Architect/Engineer within seven calendar days if an additional or corrected response is required by A. Document 00 7200-General Conditions: Inspections and approvals required by public authorities. 6. Paper document transmittals will not be reviewed; emailed electronic documents will not be reviewed. submitting an amended version of the original RFI, identified as specified above. B. Section 01 3000-Administrative Requirements: Submittal procedures. 7. All other specified submittal and document transmission procedures apply, except that electronic document C. Section 01 6000-Product Requirements: Requirements for material and product quality. PART 1 GENERAL SHEET TITLE: 1.1 SECTION INCLUDES requirements do not apply to samples or color selection charts. 3.7. SUBMITTAL SCHEDULE A. Procedural requirements for proposed substitutions. B. Submittal Service: The selected service is: A. Submit to Architect/Engineer for review a schedule for submittals in tabular format. 1.3. DEFINITIONS 1. Newforma ConstructEx: www.newforma.com/products/constructex/#sle. 1. Coordinate with Contractor's construction schedule and schedule of values. A. Contractor's Quality Control Plan: Contractor's management plan for executing the Contract for Construction. ARCHITECTURAL 1.2 RELATED REQUIREMENTS C. Project Closeout: Architect/Engineer will determine when to terminate the service for the project and is 2. Format schedule to allow tracking of status of submittals throughout duration of construction. B. Contractor's Professional Design Services: Design of some aspect or portion of the project by party other than A. Section 01 3000-Administrative Requirements: Submittal procedures, coordination. responsible for obtaining archive copies of files for Owner. 3. Arrange information to include scheduled date for initial submittal, specification number and title, submittal the design professional of record. Provide these services as part of the Contract for Construction. SPECIFICATIONS B. Section 01 6000- Product Requirements: Fundamental product requirements, product options, delivery, storage, category(for review or for information), description of item of work covered, and role and name of 1. Design Services Types Required: and handling. 3.2. PRECONSTRUCTION MEETING subcontractor. a. Construction-Related: Services Contractor needs to provide in order to carry out the Contractor's sole A. Schedule meeting after Notice of Award. 4. Account for time required for preparation, review, manufacturing, fabrication and delivery when establishing responsibilities for construction means, methods,techniques, sequences, and procedures. 1.3 DEFINITIONS B. Attendance Required: submittal delivery and review deadline dates. b. Design-Related: Design services explicitly required to be performed by another design professional due A. Substitutions: Changes from Contract Documents requirements proposed b Contractor to materials products, 1. Owner. a. For assemblies, equipment, systems comprised of multiple components and/or requiring detailed to highly-technical and/or specialized nature of a portion of the project. Services primarily involve 9 q P P Y P 2. Architect/Engineer. coordination with other work, allow for additional time to make corrections or revisions to initial submittals, engineering analysis, calculations, and design, and are not intended to alter the aesthetic aspects of the assemblies, and equipment. 3. Contractor. and time for their review. design. 1. Substitutions for Cause: Proposed due to changed Project circumstances beyond Contractor's control. 4. Others necessaryas invited b the Owner, Architect/En sneer, and/or Contractor. C. Design Data: Design-related, signed and sealed drawings, calculations, specifications, certifications, shop a. Unavailability. y g g g g g P P SHEET NUMBER: b. Regulatory changes. C. Agenda: drawings and other submittals provided by Contractor, and prepared directly by, or under direct supervision of, c. Equivalency as approved bt the Owner and Architect. 1. Submission of list of subcontractors, list of products, schedule of values, and progress schedule. appropriately licensed design professional. 2. Substitutions for Convenience: Proposed due to possibility of offering substantial advantage to the Project. 2. Designation of personnel representing the parties to Contract and Architect/Engineer. a. Substitution requests offering advantages solely to the Contractor will not be considered. 3. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal 1.4.CONTRACTOR'S DESIGN-RELATED PROFESSIONAL DESIGN SERVICES request, Change Orders, and Contract closeout procedures. A. Coordination: Contractor's professional design services are subject to requirements of project's Conditions for 2 4. Scheduling. Construction Contract. a PART 2 PRODUCTS-NOT USED AOm2 5. Materials staging. B. Base design on performance and/or design criteria indicated in individual specification sections. D. Record minutes and distribute copies within two days after meeting to participants,with two copies to C. Scope of Contractor's Professional Design Services: Provide for the following items of work: N Architect/Engineer, Owner, participants, and those affected by decisions made. 1. Structural Design of Stairs, Railings and Guardrails: As described in Section 05 5100-Metal Stairs. N O (V M I I I I PROJECT NO.: 0220049.01 SECTION 01 4000 - QUALITY REQUIREMENTS (CONTINUED) SECTION 01 6000 - PRODUCT REQUIREMENTS (CONTINUED) SECTION 01 7000 - EXECUTION AND CLOSEOUT REQUIREMENTS (CONTINUED) SECTION 02 4100 - DEMOLITION 1.5. SUBMITTALS 2.2. NEW PRODUCTS PART 2 PRODUCTS PART 1 GENERAL A. See Section 01 3000-Administrative Requirements,for submittal procedures. A. Provide new products unless specifically required or permitted by Contract Documents. 2.1. PATCHING MATERIALS 1.1. SECTION INCLUDES B. Designer's Qualification Statement: Submit for Architect/En sneer's knowledge as contract administrator, or for B. See Section 01 4000-Quality Requirements,for additional source quality control requirements. A. New Materials: As specified in product sections; match existing products and work for patching and extending A. Selective demolition of building elements for alteration purposes. 9 9� 9 P P 9 P P 9 g 9 P P Owner's information. C. Use of products having any of the following characteristics is not permitted: work. 1. Include information for each individual professional responsible for producing, or supervising production of, 1. Made outside the United States, its territories, Canada, or Mexico. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring 1.2. RELATED REQUIREMENTS design-related professional services provided by Contractor. 2. Containing lead, cadmium, or asbestos. to existing work as a standard. A. Section 01 1000-Summary: Limitations on Contractor's use of site and premises. a. Full name. C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section B. Section 01 5000-Temporary Facilities and Controls: Site fences, security, protective barriers, and waste b. Professional licensure information. 2.3. PRODUCT OPTIONS 01 6000- Product Requirements. removal. c. Statement addressing extent and depth of experience specifically relevant to design of items assigned to A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or C. Section 01 6000- Product Requirements: Handling and storage of items removed for salvage and relocation. Contractor. description. PART 3 EXECUTION D. Section 01 7000- Execution and Closeout Requirements: Project conditions; protection of bench marks, survey C. Design Data: Submit for Architect/En sneer's knowledge as contract administrator for the limited purpose of B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named 3.1. EXAMINATION control points, and existing construction to remain; reinstallation of removed products;temporary bracing and 9 9� 9 P P P 9 P P rY 9 assessing compliance with information given and the design concept expressed in the Contract Documents, or and meeting specifications, no options or substitutions allowed. A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work shoring. rt for Owner's information. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for means acceptance of existing conditions. Fa 1 n SWO 11. Include calculations that have been used to demonstrate com liance to erformance and re ulator criteria substitution for any manufacturer not named. B. Verif that existin substrate is ca able of structural su ort or attachment of new work bein a lied or attached. 1.3. REFERENCE STANDARDS p p regulatory Y 9 P PP 9 PP provided, and to determine design solutions. C. Examine and verify specific conditions described in individual specification sections. A. 29 CFR 1926-Safety and Health Regulations for Construction Current Edition. 2. Include required product data and shop drawings. 2.4. MAINTENANCE MATERIALS D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to B. NFPA 241 -Standard for Safeguarding Construction, Alteration, and Demolition Operations 2022, with Errata GROUP 3. Include a statement or certification attesting that design data complies with criteria indicated, such as building A. Furnish extra materials, spare parts,tools, and software of types and in quantities specified in individual over-ordering or misfabrication. (2021). codes, loads, functional, and similar engineering requirements. specification sections. E. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or 223 WILLOW STREET 9• 9 q 9� 9 P 9 9 J 9 4. Include signature and seal of design professional responsible for allocated design services on calculations B. Deliver and place in location as directed; obtain receipt prior to final payment. movement during cutting and patching. After uncovering existing work, assess conditions affecting performance 1.4. SUBMITTALS g g P P g g g g g g P FORT COLLINS, COLORADO 80524 and drawings. of work. Beginning of cutting or patching means acceptance of existing conditions. A. See Section 01 3000-Administrative Requirements,for submittal procedures. D. Test Reports: After each test/inspection, promptly submit two copies of report to Architect/Engineer and to PART 3 EXECUTION B. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities. (970) 484-7477/info@f-w.com Contractor. 3.2. PREPARATION 1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and construction of 1. Test report submittals are for Architect/Engineer's knowledge as contract administrator for the limited 3.1.SUBSTITUTION LIMITATIONS A. Clean substrate surfaces prior to applying next material or substance. barricades and fences. purpose of assessing compliance with information given and the design concept expressed in the Contract A. See Section 01 2500-Substitution Procedures. B. Seal cracks or openings of substrate prior to applying next material or substance. 2. Include a summary of safety procedures. Documents, or for Owner's information. C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new C. Project Record Documents: Accurately record actual locations of capped and active utilities and subsurface www.f-w.com E. Certificates: When specified in individual specification sections, submit certification by the manufacturer and 3.2.TRANSPORTATION AND HANDLING material or substance in contact or bond. construction. Engineers I Architects I Surveyors I Scientists Contractor or installation/application subcontractor to Architect/Engineer, in quantities specified for Product Data. A. Package products for shipment in manner to prevent damage;for equipment, package to avoid loss of factory 1. Indicate material or product complies with or exceeds specified requirements. Submit supporting reference calibration. 3.3. PREINSTALLATION MEETINGS PART 2 PRODUCTS-- NOT USED data, affidavits, and certifications as appropriate. B. If special precautions are required, attach instructions prominently and legibly on outside of packaging. A. When required in individual specification sections, convene a preinstallation meeting at the site prior to issuE: F. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for C. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and commencing work of the section. PART 3 EXECUTION # DATE: DESCRIPTION: delivery, storage, assembly, installation, start-up, adjusting, and finishing,for the Owner's information. Indicate potential damage to stored materials. B. Require attendance of parties direct) affecting, or affected b ,work of the specific section. g Y, . 1 9, 9, q P Y g, Y P special procedures, perimeter conditions requiring special attention, and special environmental criteria required D. Transport and handle products in accordance with manufacturers instructions. C. Notify Architect/En sneer and Owner four days minimum in advance of meeting dates. 3.1. SCOPE P P P q 9 P P q Y 9� Y 9 for application or installation. E. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. D. Prepare agenda and preside at meeting. A. Remove existing stairs and associated components as indicated on drawings. G. Manufacturer's Field Reports: Submit reports for Architect/Engineer's benefit as contract administrator or for F. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products 1. Review conditions of examination, preparation and installation procedures. Owner. are undamaged. 2. Review coordination with related work. 3.2. GENERAL PROCEDURES AND PROJECT CONDITIONS 1. Submit for information for the limited purpose of assessing compliance with information given and the design G. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage, E. Record minutes and distribute copies within two days after meeting to participants, with electronic copies to A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the concept expressed in the Contract Documents. and to minimize handling. Architect/Engineer, Owner, participants, and those affected by decisions made. public. H. Arrange for the return of packing materials, such as wood pallets,where economically feasible. 1. Obtain required permits. 1.6. QUALITY ASSURANCE 3.4. GENERAL INSTALLATION REQUIREMENTS 2. Comply with applicable requirements of NFPA 241. A. Designer Qualifications: Where professional engineering design services and design data submittals are 3.3.STORAGE AND PROTECTION A. Install products ass specified in individual sections, in accordance with manufacturer's instructions and 3. Use of explosives is not permitted. specifically re uired of Contractor b Contract Documents, provide services of a Professional Engineer A. Provide protection of stored materials and products against theft, casualty, or deterioration. recommendations, and so as to avoid waste due to necessity for replacement. 4. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow q Y P 9� Y P P P P P experienced in design of this type of work and licensed in the State in which the Project is located. B. Designate receiving/storage areas for incoming products so that they are delivered according to installation B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. worker or public access within range of potential collapse of unstable structures. schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and C. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. 5. Provide, erect, and maintain temporary barriers and security devices. 1.7. REFERENCES AND STANDARDS misapplication. See Section 01 7419. D. Make neat transitions between different surfaces, maintaining texture and appearance. 6. Use physical barriers to prevent access to areas that could be hazardous to workers or the public. A. For products and workmanship specified by reference to a document or documents not included in the Project C. Store and protect products in accordance with manufacturers' instructions. 7. Conduct operations to minimize effects on and interference with adjacent structures and occupants. Manual, also referred to as reference standards, comply with requirements of the standard, except when more D. Store with seals and labels intact and legible. 3.5.ALTERATIONS 8. Do not close or obstruct roadways or sidewalks without permit. rigid requirements are specified or are required by applicable codes. E. Store sensitive products in weathertight, climate-controlled enclosures in an environment favorable to product. A. Drawings showing existing construction and utilities are based on casual field observation and existing record 9. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct B. Comply with reference standard of date of issue current on date of Contract Documents, except where a specific F. For exterior storage of fabricated products, place on sloped supports above ground. documents onl required exits at an time; protect persons using entrances and exits from removal operations. P Y P P Y� q Y P P 9 P G. Provide off-site storage and protection when site does not permit on-site storage or protection.date is established by applicable code. g P P 9 P 1. Report discrepancies to Architect/Engineer before disturbing existing installation. 10. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, C. Obtain copies of standards where required by product specification sections. 1. Execute a formal supplemental agreement between Owner and Contractor allowing off-site storage, for each 2. Beginning of alterations work constitutes acceptance of existing conditions. infringe upon or limit access to their property. D. Maintain copy at project site during submittals, planning, and progress of the specific work, until Substantial occurrence. B. Keep areas in which alterations are being conducted separated from other areas that are still occupied. B. Do not begin removal until receipt of notification to proceed from Owner. Completion. H. Protect products from damage or deterioration due to construction operations,weather, precipitation, humidity, C. Remove existing work as indicated and as required to accomplish new work. C. Protect existing structures and other elements that are not to be removed. E. Should specified reference standards conflict with Contract Documents, request clarification from temperature, sunlight and ultraviolet light, dirt, dust, and other contaminants. 1. Remove items indicated on drawings. 1. Provide bracing and shoring. Architect/Engineer before proceeding. I. Comply with manufacturer's warranty conditions, if any. 2. Where new surface finishes are to be applied to existing work, perform removals, patch, and prepare existing 2. Prevent movement or settlement of adjacent structures. F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of J. Do not store products directly on the ground. surfaces as required to receive new finish; remove existing finish if necessary for successful application of 3. Stop work immediate) if adjacent structures appear to be in danger. P P P K. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent q g Y PP P Y 1 PP 9 Architect/Engineer shall be altered from Contract Documents by mention or inference otherwise in any reference P 1 P 9• P new finish. D. Minimize production of dust due to demolition operations; do not use water if that will result in ice,flooding, document. condensation and degradation of products. 3. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match sedimentation of public waterways or storm sewers, or other pollution. L. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter. adjacent finished surfaces as closely as possible. E. If hazardous materials are discovered during removal operations, stop work and notify Architect/Engineer and PART 2 PRODUCTS- NOT USED M. Prevent contact with material that may cause corrosion, discoloration, or staining. D. Services (Including but not limited to Fire Protection, Electrical, Telecommunications, and Security): Remove, Owner; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury. N. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. relocate, and extend existing systems to accommodate new construction. PART 3 EXECUTION O. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and 3.3. EXISTING UTILITIES and are maintained in acceptable condition. operational components; if necessary, modify installation to allow access or provide access panel. A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain 3.1. CONTROL OF INSTALLATION 2. Where existing systems or equipment are not active and Contract Documents require reactivation, put back required permits. A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to I into operational condition; repair supply, distribution, and equipment as required. B. Protect existing utilities to remain from damage. produce work of specified quality. SECTION 01 7000 - EXECUTION AND CLOSEOUT REQUIREMENTS 3. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain C. Do not disrupt public utilities without permit from authority having jurisdiction. B. Comply with manufacturers' instructions, including each step in sequence. existing systems in service until new systems are complete and ready for service. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect/Engineer a. Disable existing systems only to make switchovers and connections; minimize duration of outages. 3.4. SELECTIVE DEMOLITION FOR ALTERATIONS before proceeding. PART 1 GENERAL b. See Section 01 1000 for other limitations on outages and required notifications. A. Drawings showing existing construction and utilities are based on casual field observation and existing record P 9� 9 q 9 9 9 9 OF Cot0 D. Comply with specified standards as minimum quality for the work except where more stringent tolerances, codes, 1.1. SECTION INCLUDES c. Provide temporary connections as required to maintain existing systems in service. documents only. �, /,9 P Y P q Y P 9 P rY q 9 Y Y� A. Examination preparation, and general installation procedures. O or specified requirements indicate higher standards or more precise workmanship. � P P 9 P 4. Verify that abandoned services serve only abandoned facilities. 1. Verify that construction and utility arrangements are as indicated. ,`2� 0 E. Have work performed by persons qualified to produce required and specified quality. B. Requirements for alterations work, including selective demolition. 5. Remove abandoned pipe, ducts, conduits, and equipment; remove back to source of supply where possible, 2. Report discrepancies to Architect/Engineer before disturbing existing installation. cO JULIE MARIE F. Verifythat field measurements are as indicated on shop drawings or as instructed b the manufacturer. C. Pre-installation meetings. otherwise cap stub and to with identification; patch holes left b removal using materials specified for new 3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon SASS P 9 Y 9 P Y 9 P 9� 9 P 9 PP P �� G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, D. Cutting and patching. construction. examination prior to starting demolition. E. Cleaning and protection. ARc.oa4o34 5 ti physical distortion, and disfigurement. g P E. Protect existing work to remain. B. Separate areas in which demolition is being conducted from other areas that are still occupied. C� F. Closeout procedures, including Contractor's Correction Punch List, except payment procedures. 1. Prevent movement of structure; provide shoring and bracing if necessary. C. Remove existing work as indicated and as required to accomplish new work. 0 G. General requirements for maintenance service. 2. Perform cuttin to accom lish removals neat) and ass ecified for cuttin new work. 1. Remove items indicated on drawin s. 2S G� 3.2.TOLERANCES 9 P Y P 9 g Fp AR -11 A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit 3. Repair adjacent construction and finishes damaged during removal work. D. Protect existing work to remain. t_. 1. tolerances to accumulate. 1.2. RELATED REQUIREMENTS F. Adapt existing work to fit new work: Make as neat and smooth transition as possible. 1. Prevent movement of structure; provide shoring and bracing if necessary. )CP, i��%" i� ab B. Comply with manufacturers'tolerances. Should manufacturers'tolerances conflict with Contract Documents, A. Section 01 1000-Summary: Limitations on working in existing building; continued occupancy;work sequence; 1. When existing finished surfaces are cut so that a smooth transition with new work is not possible, terminate 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. request clarification from Architect/Engineer before roceedin identification of salvaged and relocated materials. existing surface along a straight line at a natural line of division and make recommendation to 3. Repair adjacent construction and finishes damaged during removal work. q 9� proceeding. 9 9 P 1 9 9 i l itt b t d i t El d l itt b S t i R ti t i i Ad 01 3000 ti S B. Section -Administrative Requirements: Submittals procedures, Electronic document submittal service. Architect/En C. Adjust products to appropriate dimensions; position before securing products in place. B gineer. 4. Patch as specified for patching new work. FFOR N TRU TI N C. Section 01 4000-Quality Requirements: Testing and inspection procedures. 2. Where a change of plane of 1/4 inch or more occurs in existing work, submit recommendation for providing a 3.3. MANUFACTURERS' FIELD SERVICES D. Section 01 7800-Closeout Submittals: Project record documents, operation and maintenance data,warranties, smooth transition for Architect/Engineer review and request instructions. 3.5. DEBRIS AND WASTE REMOVAL A. When specified in individuals specification sections, require material or product suppliers or manufacturers to and bonds. G. Patching: Where the existing surface is not indicated to be refinished, patch to match the surface finish that A. Remove debris, junk, and trash from site. P P q P PP E. Section 02 4100- Demolition: Demolition of whole structures and arts thereof; site utility demolition. g P 1 provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of P Y existed prior to cutting. Where the surface is indicated to be refinished, patch so that the substrate is ready for the B. Leave site in clean condition, ready for subsequent work. IIIIIIIIIIIIII workmanship, as applicable, and to initiate instructions when necessary. new finish. C. Clean up spillage and wind-blown debris from public and private lands. PROJECT: B. Report observations and site decisions or instructions given to applicators or installers that are supplemental or 1.3. REFERENCE STANDARDS H. Clean existing systems and equipment in areas of alteration and construction traffic. contrary to manufacturers'written instructions. A. NFPA 241 -Standard for Safeguarding Construction,Alteration, and Demolition Operations 2022,with Errata I. Remove demolition debris and abandoned items from alterations areas and dispose of off-site; do not burn or CITY OF FORT COLLINS (2021). bury. SECTION 05 5100 - METAL STAIRS 3.4. DEFECT ASSESSMENT J. Do not begin new construction in alterations areas before demolition is complete. A. Replace Work or portions of the Work not complying with specified requirements. 1.4. SUBMITTALS K. Comply with all other applicable requirements of this section. PART 1 GENERAL A. See Section 01 3000-Administrative Requirements, for submittal procedures. 1.1. SECTION INCLUDES B. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities. 3.6. CUTTING AND PATCHING A. Stairs with grating treads. 1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and construction of A. Whenever possible, execute the work by methods that avoid cutting or patching. B. Structural steel stair framing and supports. C C PS SHORING & barricades and fences. Include design drawings and calculations for bracing and shoring. B. See Alterations article above for additional requirements.SECTION 01 6000 - PRODUCT REQUIREMENTS 2. Identifydemolition firm and submit qualifications. q C. Handrails and guards. q C. Perform whatever cutting and patching is necessary to: STAIR REPLACEMENT PART 1 GENERAL 3. Include a summary of safety procedures. 1. Complete the work. 1.2. RELATED REQUIREMENTS 1.1. SECTION INCLUDES C. Cutting and Patching: Submit written request in advance of cutting or alteration that affects: 2. Fit products together to integrate with other work. A. Section 09 9113- Exterior Painting: Paint finish. DESIGN 1. Structural integrity of any element of Project. 3. Match work that has been cut to adjacent work. A. General product requirements. 2. Integrity of weather exposed or moisture resistant element. 4. Re air areas adjacent to cuts to required condition. B. Transportation, handling, storage and protection. p 1 q 1.3. REFERENCE STANDARDS 2010. subsequent work subse ed b Repair new work damaged or safety of any operational element. 5 maintenance, , . gy q . A. ADA Standards-2010 ADA Standards for Accessible Design C. Product option requirements. 3. E 4. Visual qualities of sight exposed elements. 6. Remove samples of installed work for testing when requested. B. AISC 201 -AISC Certification Program for Structural Steel Fabricators, Standard for Steel Building Structures 5. Work of Owner or separate Contractor. 7. Remove and replace defective and non-complying work. 2006. D. Substitution limitations. g g E. Maintenance materials, including extra materials, spare parts, tools, and software. D. Project Record Documents: Accurately record actual locations of capped and active utilities. D. Execute work b methods that avoid damage to other work and that will provide appropriate surfaces to receive Y 9 PC. ASTM A36/A36M -Standard Specification for Carbon Structural Steel 2019. 1.2. RELATED REQUIREMENTS P P PP patching and finishing. In existing work, minimize damage and restore to original condition. D. ASTM A53/A53M -Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated,Welded and QUALIFICATIONS A. Section 01 1000-Summary: Lists of products to be removed from existing building. 1.5. Q E. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight Seamless 2022. A. For demolition work, employ a firm specializing in the type of work required. exposed surfaces. E. ASTM A123/A123M -Standard Specification for Zinc Hot-Di Galvanized Coatings on Iron and Steel Products B. Section 01 2500-Substitution Procedures: Substitutions made during procurement and/or construction B. For design of temporary shoring and bracing, employ a Professional Engineer experienced in design of this type F. Cut rigid materials using mason saw or core drill. Pneumatic tools not allowed without prior approval. P ( P ) g 120 N MASON ST. phases. of work and licensed in the State in which the Project is located. g g masonry P PP 2017. 1 G. Restore work with new products in accordance with requirements of Contract Documents. F. ASTM A153/A153M -Standard Specification for Zinc Coating Hot-Di on Iron and Steel Hardware 2016a. FORT COLLINS, CO 80524 C. Section 01 4000-Quality Requirements: Product quality monitoring. P 9 ( P) D. Section 01 7419-Construction Waste Management and Disposal: Waste disposal requirements potentially H. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. G. ASTM A500/A500M -Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural 1.6. PROJECT CONDITIONS I. Patching: Tubing Rounds and Shapes affecting product selection, packaging and substitutions. g �in 2021 a. A. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. 1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to H. ASTM A501/A501 M -Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural 1.3. REFERENCE STANDARDS 1. Outdoors: Limit conduct of especially noisy exterior work to the hours of 8 am to 5 pm. nearest intersection or natural break. For an assembly, refinish entire unit. Tubing2021. DATE: 12/12/2024 B. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere 2. Match color, texture, and appearance. I. ASTM A653/A653M -Standard Specification for Steel Sheet, Zinc-Coated Galvanized or Zinc-Iron Alloy-Coated Coated A. NFPA 70- National Electrical Code Most Recent Edition Adopted by Authority Having Jurisdiction, Including P (Galvanized) Y- from discharge of noxious, toxic substances, and pollutants produced by construction operations. Comply with 3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching Galvannealed b the Hot-Di Process 2022. All Applicable Amendments and Supplements. federal, state, and local regulations. work. If defects are due to condition of substrate, repair substrate prior to repairing finish. ( ) y P DESIGNED: CMW P P P 9 J. ASTM F3125/F3125M -Standard Specification for High Strength Structural Bolts and Assemblies, Steel and 1.4. SUBMITTALS Alloy Steel, Heat Treated, Inch Dimensions 120 ksi and 150 ksi Minimum Tensile Strength, and Metric 1.7. COORDINATION 3.7. PROGRESS CLEANING Dimensions 830 MPa and 1040 MPa Minimum Tensile Strength 2022. DRAWN: CMW A. Proposed Products List: Submit list of major products proposed for use,with name of manufacturer, trade 9 for Welding,A. See Section 01 1000 for occupancy-related requirements. A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. K. AWS A2.4-Standard S name, and model number of each product. y g, Brazing, and Nondestructive Examination 2020. B. Each contractor shall coordinate scheduling, submittals, and work of the various sections of the Project Manual to B. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not L. AWS B2.1/B2.1 M -Specification for Welding Procedure and Performance Qualification 2021. 1. Submit within 15 days after date of Agreement. P 9 REVIEWED: JMS ensure efficient and orderly sequence of installation of interdependent construction elements,with provisions for burn or bury. M. AWS D1.1/D1.1 M -Structural Welding Code-Steel 2020, with Errata 2022 2. For products specified only by reference standards, list applicable reference standards. 9 ( )• accommodating items installed later. N. IAS AC172-Accreditation Criteria for Fabricator Inspection Programs for Structural Steel AC172 2019. B. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify P 9 1. Schedule construction operations in sequence required to obtain the best results where installation of one part 3.8. FINAL CLEANING O. ICC IBC - International Building Code Most Recent Edition Adopted b Authority Having Jurisdiction, Including applicable products, models, options, and other data. Supplement manufacturers'standard data to provide (IBC) 9 P Y Y 9 9 information specific to this Project. Applicable Amendments and licable of the Work depends on installation of other components, before or after its own installation. A. Execute final cleaning prior to Substantial Completion. All A Supplements. 2. Coordinate installation of different components with other contractors to ensure maximum performance and B. Clean debris from roofs, gutters, downspouts, scuppers, overflow drains, area drains, and drainage systems. P. NAAMM AMP 510- Metal Stairs Manual 1992. C. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, SHEET TITLE: ed surfaces rake clean landscaped paved areas sweep Clean site and repair. C service, , C. ; p p , p . Q. NAAMM MBG 531 - Metal Bar Gratin utility connection requirements, and location of utility outlets for service for functional equipment and accessibility for required maintenance 9 Manual 2017. C. Notify affected utility companies and comply with their requirements. D. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal R. NAAMM MBG 532- HeavyDutyMetal Bar Gratin Manual 2019. appliances. D. Coordinate completion and clean-up of work of separate sections. manner; do not burn or bu g D. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and bury. S. SSPC-Paint 20-Zinc-Rich Coating (Type I - Inorganic, and Type II -Organic)2019. ARCHITECTURAL attachment devices. Coordinate sample submittals for interfacing work. 1.8. PROJECT OPERATIONAL REQUIREMENTS 3.9. CLOSEOUT PROCEDURES 1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard A. All employees and subcontractors are prohibited from using, possessing, distributing, dispensing, manufacturing, 1.4. SUBMITTALS SPECIFICATIONS colors, textures, and patterns. p g° P g° g° g, A. Make submittals that are required by governing or other authorities. A. See Section 01 3000-Administrative Requirements, for submittal procedures. or being under the influence of Prohibited Substances and from abusing chemicals, controlled substances, or 1. Provide copies to Architect/Engineer and Owner. B. Product Data: Provide written information on products and materials proposed. alcohol while working on this project. B. Warranties: Ensure a Warranty and Maintenance Schedule for distribution to the Project Team and Owner. This C. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of 1.5. QUALITY ASSURANCE P 9 P 9, 9 YP B. The General Contractor shall prepare a sites specific Safety Ian should include sections for S A. Health Product Declarations (HPD): Complete, published declaration with full disclosure of known hazards, P P p y Plan This ill P p Warranty and Maintenance Schedule shall identify warranty periods, maintenance activities and other fasteners, and accessories. Prevention, Hazard Communication, Housekeeping, Experience Modification Rate (EMR), Incident Reporting and requirements as recommended by the manufacturer for each major system/material. 1. Indicate welded connections usingstandard AWS A2.4 welding symbols. Indicate net weld lengths. prepared using one of the HPDC (HPD-OLT)online tools. Investigation, Personal Protection Equipment, Job Hazard Analysis, Regulatory Inspection Procedures, Project C. NotifyArchitect/En sneer when work is considered read for Architect/En ineer's Substantial Completion g Y g Team Members' Roles& Responsibilities relative to Safety, Silica Dust, Cranes, Electrical Hazards, Excavation, g Y 9 P 2. Include the design engineer's seal and signature on each sheet of shop drawings. Include stair, handrails P Y inspection. and guardrails. PART 2 PRODUCTS Fall Prevention, Fire Protection and Prevention, Hand and Power Tools, Lock Out/TagOut, Scaffolds, Stairways Y D. Submit written certification containing Contractor's Correction Punch List, that Contract Documents have been D. Design Data: As required by authorities having jurisdiction. SHEET NUMBER: and Ladders, Steel Erection, Carbon Monoxide Exposure Prevention, Subcontractor Safety Program reviewed,work has been inspected, and that work is complete in accordance with Contract Documents and ready E. Samples: tread and nosing. 2.1. EXISTING PRODUCTS P 9• Requirements, and Hot and Cold Temperature related Stress Prevention Plan at a minimum. This plan shall be for Architect/Engineer's Substantial Completion inspection. F. Welders' Qualification Statement: Welders'certificates in accordance with AWS B2.1/B2.1 M and dated no more A. permitted not use materials and equipment removed from existing premises unless specifically required or maintained onsite. E. Conduct Substantial Completion inspection and create Final Correction Punch List containing Architect/En ineer's permitted by Contract Documents. P P g g than 12 months before start of scheduled welding work. C. The General Contractor shall prepare a Crisis Management Plan. This plan should include contact information for and Contractor's comprehensive list of items identified to be completed or corrected and submit to G. Fabricator's Qualification Statement: Provide documentation showingsteel fabricator is certified under AISC 201. B. Unforeseen historic items encountered remain the property of the Owner; notify Owner promptly upon all project and management personnel. It should describe what steps will be taken for various potential safety/ Architect/Engineer. discovery; protect, remove, handle, and store as directed by Owner. g H. Fabricator's Qualification Statement: Provide documentation showing steel fabricator is accredited under IASAOm3 2 crisis related events. This plan shall be maintained onsite for review. F. Correct items of work listed in Final Correction Punch List and comply with requirements for access to Owner- AC172. a C. Existing materials and equipment indicated to be removed, but not to be re-used, relocated, reinstalled, D. The General Contractor's Safety Manager and Subcontractors' Safety Managers shall hold a safety meeting occupied areas. delivered to the Owner, or otherwise indicated as to remain the property of the Owner, become the property consistent with General Contractor Safety Plan. G. Notify Architect/Engineer when work is considered finally complete and ready for Architect/Engineer's Substantial of the Contractor; remove from site. E. The General Contractor's Safety Manager shall visit the site and provide a report of any safety issues and Completion final inspection. corrections. These visits should be held on a monthly basis, at a minimum. These reports shall be maintained H. Complete items of work determined by Architect/Engineer listed in executed Certificate of Substantial Completion. 21 onsite. PROJECT NO.: 0220049.01 SECTION 05 5100 - METAL STAIRS (CONTINUED) SECTION 07 4113 - METAL ROOF PANELS SECTION 07 4113 - METAL ROOF PANELS (CONTINUED) SECTION 07 7200 - ROOF ACCESORIES 1.5. QUALITY ASSURANCE PART 1 GENERAL 3.2. PREPARATION PART 1 GENERAL A. Structural Designer Qualifications: Professional Structural Engineer experienced in design of this work and 1.1.SECTION INCLUDES A. Remove protective film from surface of roof panels immediately prior to installation. Strip film carefully, to avoid 1.1. SECTION INCLUDES licensed in the State in which the Project is located, or personnel under direct supervision of such an engineer. A. Exposed fastener metal roof panels, with related metal trim and accessories. damage to prefinished surfaces. A. Snow guards. B. Welder Qualifications: Welding processes and welding operators qualified in accordance with AWS D1.1/D1.1M B. Separate dissimilar metals by applying a bituminous coating, self-adhering rubberized asphalt sheet, or other and dated no more than 12 months before start of scheduled welding work. 1.2. RELATED REQUIREMENTS permanent method approved by roof panel manufacturer. 1.2. RELATED REQUIREMENTS C. Fabricator Qualifications: A. Section 07 9200-Joint Sealants: Sealing joints between metal roof panel system and adjacent construction. 1. Product shall meet the non-combustible requirements of the roof assembly and project. A. Section 07 4113- Metal Roof Panels. 1. A qualified steel fabricator that is certified by the American Institute for Steel Construction (AISC) under AISC 201. 1.3. REFERENCE STANDARDS 3.3. INSTALLATION 1.3. SUBMITTALS 2. A qualified steel fabricator that is accredited by the International Accreditation Service(IAS) Fabricator A. ASCE 7- Minimum Design Loads and Associated Criteria for Buildings and Other Structures Most Recent A. Overall: Install roofing system in accordance with approved shop drawings and panel manufacturer's instructions A. See Section 01 3000-Administrative Requirements for submittal procedures. Inspection Program for Structural Steel in accordance with IAS AC172. Edition Cited by Referring Code or Reference Standard. and recommendations, as applicable to specific project conditions.Anchor all components of roofing system B. Product Data: Manufacturer's data sheets on each product to be used. B. ASTM A792/A792M -Standard Specification for Steel Sheet, 55%Aluminum-Zinc Alloy-Coated by the Hot-Dip securely in place while allowing for thermal and structural movement. 1. Preparation instructions and recommendations. PART 2 PRODUCTS Process 2022. 1. Install roofing system with concealed clips and fasteners, except as otherwise recommended by 2. Storage and handling requirements and recommendations. C. ASTM E84-Standard Test Method for Surface Burning Characteristics of Building Materials 2022. manufacturer for specific circumstances. 3. Installation methods. Fa rn swo 2.1. MANUFACTURERS D. ASTM E108-Standard Test Methods for Fire Tests of Roof Coverings 2020a. 2. Minimize field cutting of panels.Where field cutting is absolutely required, use methods that will not distort 4. Maintenance requirements. rt A. Custom Metal Stair Fabricators: E. ASTM E1592-Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by panel profiles. Use of torches for field cutting is absolutely prohibited. C. Shop Drawings: Submit detailed layout developed for this project and provide dimensioned location and number 1. As approved by Architect. Contractor to submit information for review during bidding. Uniform Static Air Pressure Difference 2005(Reapproved 2017). B. Accessories: Install all components required for a complete roofing assembly, including flashings, gutters, for each type of roof accessory. GROUP F. IAS AC472-Accreditation Criteria for Inspection Programs for Manufacturers of Metal Building Systems 2018. downspouts,trim, moldings, closure strips, preformed crickets, caps, rib closures, ridge closures, and similar roof 1. Snow Guards: Submit design calculations for loadings and spacings based on manufacturer testing. 2.2. METAL STAIRS-GENERAL G. UL 580-Standard for Tests for Uplift Resistance of Roof Assemblies Current Edition, Including All Revisions. accessory items. a. Submit manufacturer's recommended plan layout indicating locations and spacings matching project roof 223 WILLOW STREET A. Metal Stairs: Provide stairs of the design specified, complete with landing platforms, vertical and horizontal C. Roof Panels: Install panels in strict accordance with manufacturer's instructions, minimizing transverse joints areas. FORT COLLINS, COLORADO 80524 supports, railings, and guards, fabricated accurately for anchorage to each other and to building structure. 1.4.SUBMITTALS except at junction with penetrations. D. Warranty Documentation: 1. Regulatory Requirements: Provide stairs and railings that comply with most stringent requirements of local, A. See Section 01 3000-Administrative Requirements for submittal procedures. 1. Form weathertight standing seams incorporating concealed clips, using an automatic mechanical seaming 1. Submit manufacturer warranty. (970) 484-7477/info@f-w.com state, and federal regulations; where requirements of Contract Documents exceed those of regulations, B. Product Data: Manufacturer's data sheets on each product to be used, including: device approved by the panel manufacturer. 2. Ensure that forms have been completed in Owner's name and registered with manufacturer. comply with Contract Documents. 1. Summary of test results, indicating compliance with specified requirements. 2. Provide sealant tape or other approved joint sealer at lapped panel joints. 2. Handrails: Comply with applicable accessibility requirements of ADA Standards. 2. Storage and handling requirements and recommendations. 3. Install sealant or sealant tape, as recommended by panel manufacturer, at end laps and side joints. 1.4. DELIVERY, STORAGE,AND HANDLING 3. Structural Design: Provide complete stair and railing assemblies that comply with the applicable local code. 3. Installation methods. A. Store products in manufacturer's unopened packaging until ready for installation. www.f-w.com 4. Dimensions: As indicated on drawings. 4. Specimen warranty. 3.4.CLEANING Engineers Architects I Surveyors Scientists 5. Shop assemble components; disassemble into largest practical sections suitable for transport and access to C. Shop Drawings: Include layouts of roof panels, details of edge and penetration conditions, spacing and type of A. Clean exposed sheet metal work at completion of installation. Remove grease and oil films, excess joint sealer, 1.5.WARRANTY site. connections,flashings, underlayments, and special conditions. handling marks, and debris from installation, leaving the work clean and unmarked, free from dents, creases, A. Correct defective Work within a one year period after Date of Substantial Completion. 6. No sharp or rough areas on exposed travel surfaces and surfaces accessible to touch. 1. Show work to be field-fabricated or field-assembled. waves, scratch marks, or other damage to the finish. B. Provide five year manufacturer warranty for snow guards. ISSUE: 7. Separate dissimilar metals using paint or permanent tape. 2. Include structural analysis signed and sealed by qualified structural engineer, indicating compliance of # DATE: DESCRIPTION: B. Metal Jointing and Finish Quality Levels: roofing system to specified loading conditions. 3.5. PROTECTION PART 2 PRODUCTS 1. Architectural: All joints as inconspicuous as possible,whether welded or mechanical. D. Selection Samples: For each roofing system specified, submit color chips representing manufacturer's full range A. Touch-up, repair, or replace damaged roof panels or accessories before Date of Substantial Completion. a. Welded Joints: Continuously welded and ground smooth and flush. of available colors and patterns. 2.1. SNOW GUARDS b. Mechanical Joints: Butted tight,flush, and hairline; concealed fastenings only. E. Verification Samples: For each roofing system specified, submit samples of minimum size 12 inches square, A. Unit Snow Guards: Individual projecting metal shapes, attached to standing seams of roof panel, and adhered to c. Exposed Edges and Corners: Eased to small uniform radius. representing actual roofing metal,thickness, profile, color, and texture. roof deck. d. Metal Surfaces to be Painted: Sanded or ground smooth, suitable for highest quality gloss finish. 1. Include typical panel joint in sample. SECTION O7 6200 SHEET METAL FLASHING AND TRIM 1. Projecting Metal Shapes: Pre-finished steel, multi-directional pyramidal design. - 2. Industrial: All joints made neatly. 2. Include typical fastening detail. a. Color:As selected from manufacturer's full range. a. Welded Joints: Welded on back side wherever possible. F. Manufacturer's qualification statement. 2. Placement: As recommended by manufacturer. b. Welds Exposed to Touch: Ground smooth. 1. Provide documentation that indicates manufacturer is accredited under IAS AC472. PART 1 GENERAL 3. Products: c. Bolts Exposed to Touch in Travel Area: No nuts or screw threads exposed to touch. G. Test Reports: Indicate compliance of metal roofing system to specified requirements. 1.1.SECTION INCLUDES a. Snow Gem, Inc; Original Metal:www.snogem.com. C. Fasteners: Same material or compatible with materials being fastened; type consistent with design and specified H. Warranty: Submit specified manufacturer's warranty and ensure that forms have been completed in Owner's A. Column Covers b. Owner and Architect approved equal. quality level. name and are registered with manufacturer. B. Fabricated sheet metal items 4. Anchorage: Manufacturer's recommended adhesive. D. Anchors and Related Components: Same material and finish as item to be anchored, except where specifically C. Sealants for joints within sheet metal fabrications indicated otherwise; provide all anchors and fasteners required. 1.5.QUALITY ASSURANCE PART 3 EXECUTION A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section,with not 1.2. RELATED REQUIREMENTS 2.3. METAL STAIRS WITH GRATING TREADS less than three years of documented experience. A. Section 07 8123- Intumescent Fireproofing. 3.1. EXAMINATION A. Jointing and Finish Quality Level: Architectural, as defined above. 1. Accredited by IAS in accordance with IAS AC472. A. Do not begin installation until substrates have been properly prepared. B. Risers: Closed. B. Installer Qualifications: Company specializing in performing work of the type specified and with at least three 1.3.SUBMITTALS B. If substrate preparation is the responsibility of another installer, notify Architect/Engineer of unsatisfactory C. Treads: Steel - Hot Dip Galvanized in accordance with ASTM A-123. years of documented experience and approved by manufacturer. A. See Section 01 3000-Administrative Requirements for submittal procedures. preparation before proceeding. 1. Basis of design: Grating Pacific 7-SL-4. www.gratingpacific.com B. Product Data: Manufacturer's data sheets on each product to be used. 2. Owner and Architect Approved Equal. 1.6. DELIVERY, STORAGE, AND HANDLING 1. Preparation instructions and recommendations. 3.2. PREPARATION a. Grating Type: Swaged locked. A. Provide strippable plastic protection on prefinished roofing panels for removal after installation. 2. Storage and handling requirements and recommendations. A. Clean surfaces thoroughly prior to installation. b. Bearing Bar Depth: 3/4 inch, minimum. 3. Installation methods. B. Prepare surfaces using methods recommended by manufacturer for achieving acceptable results for applicable c. Top Surface: Standard. 1.7.WARRANTY 4. Maintenance requirements. substrate under project conditions. d. Nosing: Cast abrasive nosing. A. See Section 01 7800-Closeout Submittals for additional warranty requirements. C. Shop Drawings: Indicate material profile,jointing pattern,jointing details,fastening methods,flashings, e. Nosing Width: 1-1/4 inch, minimum. B. Finish Warranty: Provide manufacturer's special warranty covering failure of factory-applied exterior finish on terminations, and installation details. 3.3. INSTALLATION D. Stringers: Rolled steel channels. metal roof panels and agreeing to repair or replace panels that show evidence of finish degradation, including C. Samples: Submit two samples 2 by 3 inch minimum in size illustrating metal finish colors for final selection. A. Install in accordance with manufacturer's instructions, in manner that maintains roofing system weather-tight 1. Stringer Depth: 12 inches. Reference structural framing Plans S1.1 - Hot Dip Galvanized. significant fading, chalking, cracking, or peeling within specified warranty period of five years from Date of D. Warranty Documentation: integrity. 2. End Closure: Sheet steel, 14 gauge, 0.075 inch minimum;welded across ends. Substantial Completion. 1. Submit manufacturer warranty. E. Landings: Same construction as treads, supported and reinforced as required to achieve design load capacity. C. Waterproofing Warranty: Provide manufacturer's warranty for weathertightness of roofing system, including 2. Ensure that forms have been completed in Owner's name and registered with manufacturer. 3.4. PROTECTION F. Railings: Steel pipe railings- hot dip galvanized. agreement to repair or replace roofing that fails to keep out water within specified warranty period of five years A. Protect installed products until completion of project. from Date of Substantial Completion. 1.4 QUALITY ASSURANCE B. Touch-up, repair or replace damaged products before Date of Substantial Completion. 2.4. HANDRAILS AND GUARDS A. Perform work in accordance with SMACNA requirements and standard details. A. Guard-Mounted Handrails: Round pipe unless otherwise indicated. PART 2 PRODUCTS 1. Outside Diameter: 1-1/4 inch, minimum,to 1-1/2 inches, maximum. 1.5. DELIVERY, STORAGE, AND HANDLING 2. Material: Steel tube, Schedule 80 round pipe. 2.1. MANUFACTURERS A. Store products in manufacturer's unopened packaging until ready for installation. 3. Finish: Hot dip galvanize- in accordance with requirements of ASTM A123/A123M. A. Basis of Design: OF C%�,9 4. Jointing: Welded and ground smooth. Touch-up Primer for galvanized surfaces: SSPC- Paint 20 Type I - 1. Architectural Metal Roof Panels: Smooth PBR roof panel, manufactured by MBCI. 1.6.WARRANTY Inorganic. 2. Owner and Architect approved equal. A. Correct defective Work within a one year period after Date of Substantial Completion. SECTION 07 8123 - INTUMESCENT FIREPROOFING �� o B. Guards: a. Products other than basis of design are subject to compliance with specified requirements and prior cO JULIE MARIE 1. Top, Mid and Bottom Rails: Square tube unless otherwise indicated. approval of the City of Fort Collins. By using products other than basis of design, Contractor accepts PART 2 PRODUCTS SASS a. Outside Diameter: 1-1/4 inch, minimum, to 1-1/2 inches, maximum. responsibility for costs associated with any necessary modifications to related work, including any design PART 1 GENERAL b. Material: Steel tube, square or rectangular if required. fees. 2.1. MANUFACTURERS ARC,004034 5 1, 2. Infill at Picket Railings: Vertical pickets. A. Petersen Aluminum Corporation:www.pac-clad.com 1.1. RELATED DOCUMENTS �G� '�f� d ,`wV a. Horizontal Spacing: Maximum 3 1/2 inches on center. 2.2. PERFORMANCE REQUIREMENTS B. ALUCOBOND by 3A Composites USA: www.alucobondusa.com A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 1 S, p b. Material: Solid steel bar. A. Metal Roof Panels: Provide complete roofing assemblies, including roof panels, clips,fasteners, connectors, and C. Or equal; see division 01. Specification Sections apply to this section. c. Shape: Square. miscellaneous accessories, tested for compliance with the following minimum standards: 1.2. DEFINITIONS )CP; Ito) PJ . d. Size: 1/2 inch square. 1. Structural Design Criteria: Provide panel assemblies designed to safely support design loads at support 2.2.SHEET MATERIALS A. Intumescent coatings: Material or combination of fireproofing materials used to help retain the structural integrity e. Top Mounting: Welded to underside of mid rail. spacing indicated, with deflection not to exceed L/180 of span length(L) when tested in accordance with A. Galvanized Steel: ASTM A653/A653M,with G90/Z275 zinc coating; minimum 16-gauge, shop pre-coated with of steel members by maintaining an effective thermal barrier to provide fire resistance rating as documented by f. Bottom Mounting: Welded to topside of bottom rail. ASTM E1592. PVDF coating. listings from accredited test laboratories. 4. End and Intermediate Posts: Same material and size as rails. 2. Overall: Complete weathertight system tested and approved in accordance with ASTM E1592. 1. Polyvinylidene Fluoride (PVDF)Coating: Pigmented organic powder coating,AAMA 2605; multiple coat, 1.3. GENERAL DESCRIPTION OF THE WORK IN THIS SECTIO FOR CONSTRUCTION a. Horizontal Spacing: As indicated on drawings but not less than required to meet Code required forces as 3. Wind Uplift: Class 90 wind uplift resistance of UL 580 or greater exceeding City of Fort Collins published thermally cured fluoropolymer finish system. A. Intumescent coatings applied to primary and secondary structural steel members to provide specified fire determined by the Licensed Professional Engineer responsible for the stair design. requirements. B. Color:To match approved sample. resistance rating. b. Mounting: Fully welded to top surface of stringer unless noted otherwise. 4. Thermal Movement: Design system to accommodate without deformation anticipated thermal movement C. Stainless Steel:ASTM A666,Type 304 alto, soft temper, 16 gauge, smooth finish. 1.4. RELATED WORK OF OTHER SECTIONS 5. Perforated Metal Panels: Steel metal sheet sections spanning between and attached to guard rail posts. over ambient temperature range of 100 degrees F. A. Coordinate work of this section with work of other sections as required to properly execute the work and as a. Material: Galvanized Steel, G90. 5. Fire Resistance: Class A. 2.3.COLUMN COVERS necessary to maintain satisfactory progress of the work of other sections, including: PROJECT: b. Thickness: Minimum 18 gauge(0.0516-inches) but not less than a thickness capable of resisting Code 6. Impact Resistance: UL 2218 Class 4 or greater. A. Basis of Design: Petersen Aluminum Corporation - PAC 2000F Flush Joint Column Cover 1. Section 01 40 00-Quality Assurance CITY OF FORT COLLINS required forces as determined by the Licensed Professional Engineer responsible for stair design. B. Material: 16 gauge stainless steel 2. Section 05 12 00-Structural Steel Framing c. Jointing: Screw attached to horizontal and vertical guard rail posts. Screws to be of same material as 2.3.ARCHITECTURAL METAL ROOF PANELS C. Z-girts by same manufacturer. 3. Section 05 50 00-Metal Fabrications metal panel to prevent galvanic action. A. Architectural Metal Roof Panels: Provide complete engineered system complying with specified requirements 1. Coordinate installation of Z-girts with intumescent coating application. Z-girts anticipated to be installed prior 4. Section 09 90 00-Painting and Coatings d. Panel: 1/2 inch round perforation. and capable of remaining weathertight while withstanding anticipated movement of substrate and thermally to intumescent coating application. 1.5. REFERENCES e. Finish: Mill finish. induced movement of roofing system. D. Provide gasket between dissimilar metals, or 1/2"gap where appropriate. Underwriters Laboratories Inc. (UL) Fire Resistance Directory f. Edging: Provide eased edges. B. Architectural Metal Panels: Factory-formed panels with factory-applied finish. E. Provide stainless steel stiffener angles at base of column cover at each stair landing and/or slab. Stiffener to Test Requirements and Reference Standards: g. Locations: As shown on the drawings. 1. Steel Panels: extend 12"above surface. 1. ASTM E119,"Standard Test Methods for Fire Tests of Building Construction and Materials" C C PS SHORING & a. Aluminum-zinc alloy-coated steel complying with ASTM A792/A792M; minimum AZ50 coating. 2. ASTM E84, "Standard Test Method for Surface Burning Characteristics of Building Materials" 2.5. MATERIALS b. Steel Thickness: Minimum 24 gauge, 0.024 inch. 2.4. FABRICATION 3. ASTM D2240, "Standard Test Method for Rubber Property-Durometer Hardness" STAIR REPLACEMENT A. Steel Sections: ASTM A36/A36M. 2. Profile: Tapered-rib-profile. Coverage Width: 36 inches; Major Rib Spacing: 12 inches on center; Rib A. Form sections true to shape, accurate in size, square, and free from distortion or defects. 4. ASTM D2794, "Standard Test Method for Resistance of Organic Coatings to the Effects of Rapid B. Steel Tubing: ASTM A500/A500M or ASTM A501/A501M structural tubing, round and shapes as indicated. Height: 1-1/4 inch. B. Hem exposed edges on underside 1/2 inch; miter and seam corners. Deformation (Impact)" DESIGN C. Pipe: ASTM A53/A53M Grade B Schedule 80, galvanized finish. 3. Texture: Smooth,with intermediate ribs for added stiffness. C. Form material with flat lock seams, except where otherwise indicated; at moving joints, use sealed lapped, 5. ASTM D4060, "Standard Test Method for Abrasion Resistance of Organic Coatings by the Taber Abraser" D. Gratings: Bar gratings that comply with NAAMM MBG 531 or NAAMM MBG 532,whichever applies based on bar 4. Length: Full length of roof slope, without lapped horizontal joints. bayonet-type or interlocking hooked seams. 6. ASTM D4541, "Standard Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Testers" sizes. 5. Width: Maximum panel coverage of 16 inches. 7. ASTM E329-09, "Standard Specification for Agencies Engaged in Construction Inspection and Testing" 2.5.ACCESSORIES 8. National Fire Protection Association, NFPA 251 2.6.ACCESSORIES 2.4. PANEL FASTENERS A. Fasteners: Galvanized steel, with soft neoprene washers. 9. Underwriters Laboratories Inc. (UL)ANSI/UL263 A. Steel Bolts, Nuts, and Washers: ASTM F3125/F3125M,Type 1, and galvanized to ASTM Al53/A153M where A. Exposed System: Self-tapping screws and other acceptable fasteners recommended by roof panel manufacturer. B. Concealed Sealants: Non-curing butyl sealant. Building codes: International Building Code(IBC) connecting galvanized components. Exposed long life fasteners with EPDM or nroprene gaskets,with heads matching color of metal panels by C. Exposed Sealants: ASTM C920; elastomeric sealant,with minimum movement capability as recommend by Industry References: B. Welding Materials: AWS D1.1/D1.1 M; type required for materials being welded. means of factory-applied coating. manufacturer for substrates to be sealed; color to mach adjacent material. 10. Underwriters Laboratories (UL),www.ul.com C. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20 Type I - Inorganic, and comply with VOC limitations of 1. Projecting Metal Shapes: Pre-finished steel, multi-directional pyramidal design. 11. National Fireproofing Contractors Association (NFCA), www.nfca-online.org/ authorities having jurisdiction. 2.5.SECONDARY FRAMING a. Color:As selected from manufacturer's full range. 12. The Society for Protective Coatings (SSPC), HYPERLINK"http://www.sspc.org/"www.sspc.org/ 120 N MASON ST. A. Secondary Framing: Refer to structural drawings. 1.6. QUALITY ASSURANCE FORT COLLINS, CO 80524 2.7. SHOP FINISHING Manufacturer Qualifications: Company responsible for the manufacture of fire protection materials with local direct A. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing. 2.6. FABRICATION PART 3 EXECUTION technical employee(s) (as distinct from distributors or authorized agents) readily available at the project site. B. Galvanizing: Hot-dip galvanize to minimum requirements of ASTM A123/A123M. A. Panels: Provide factory or field fabricated panels with applied finish and accessory items, using manufacturer's Intumescent coatings shall be manufactured under the follow-up services program of Underwriter's Laboratories (UL) 1. Touch up abraded areas after fabrication using specified touch-up primer for galvanized surfaces. standard processes as required to achieve specified appearance and performance requirements. 3.1. EXAMINATION or UL Canada (ULc)and bear the UL(and/or ULc)label (mark). Manufacturer's technical representative to be on site DATE: 12/12/2024 A. Do not begin installation until substrates have been properly prepared. during start of installation and be generally available on site as requested during the application process. Installer PART 3 EXECUTION 2.7. FINISHES B. If substrate preparation is the responsibility of another installer, notify Architect/Engineer of unsatisfactory Qualifications: Engage experienced Installer certified, licensed, or otherwise qualified by the intumescent coatings DESIGNED: CMW A. Fluoropolymer Coil Coating System: Manufacturer's standard multi-coat aluminum coil coating system complying preparation before proceeding. manufacturer as having the necessary training to install manufacturer's products, and otherwise have the experience 3.1. EXAMINATION with AAMA 2605, including at least 70 percent polyvinylidene fluoride (PVDF) resin, and at least 80 percent of coil and staff to properly perform the installation. Installer shall be trained by the intumescent coatings manufacturer's A. Verify that field conditions are acceptable and are ready to receive work. coated aluminum surfaces having minimum total dry film thickness (DFT)of 0.9 mil, 0.0009 inch; color and gloss 3.2. PREPARATION direct employee(s) (as distinct from distributors or authorized agents). Installation: Verify steel members have been DRAWN: CMW as selected from manufacturer's standards. A. Install starter and edge strips, and cleats before starting installation. properly prepared, including the use of a compatible primer, and install intumescent coatings in accordance with 3.2. PREPARATION B. Back paint concealed metal surfaces with protective backing paint to a minimum dry film thickness of 15 mil, manufacturer's written recommendations published in their product technical literature and/or provided by REVIEWED: JMS A. When field welding is required, clean and strip primed steel items to bare metal. 2.8.ACCESSORIES 0.015 inch. manufacturer. Product Identification: Label packages (pail or bucket)with manufacturer name, product name, A. Miscellaneous Sheet Metal Items: Provide flashings, gutters, downspouts, trim, moldings, closure strips, expiration date, UL or ULc label (mark). Special Inspection: Owner to employ a qualified independent inspection and 3.3. INSTALLATION preformed crickets, and caps of the same material,thickness, and finish as used for the roofing panels. Items 3.3. INSTALLATION testing agency to perform field quality control testing services in accordance with NFCA 400 Field Quality Assurance A. Install components plumb and level, accurately fitted, free from distortion or defects. completely concealed after installation may optionally be made of stainless steel. A. Secure flashings in place using concealed fasteners, and use exposed fasteners only where permitted. Procedure, local building code and Authority Having Jurisdiction requirements. Inspection and Testing Agency B. Provide anchors, plates, angles, and hangers required for connecting stairs to structure. 1. Downspouts: Open face, rectangular profile. B. Fit flashings tight in place; make corners square, surfaces true and straight in planes, and lines accurate to Qualifications: ASTM E329-09, "Standard Specification for Agencies Engaged in Construction Inspection and C. Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection 2. Gutters: Rectangular profile, minimum 6-inches. profiles. Testing"and NFCA 400 Field Quality Assurance Procedure. Field Constructed Mockups: Prior to installing SHEET TITLE: and installation of permanent attachments. B. Rib and Ridge Closures: Provide prefabricated, close-fitting components of steel with corrosion resistant finish or intumescent coatings, Installer shall apply products specified for exposed applications to demonstrate aesthetic D. Provide welded field joints where specifically indicated on shop drawings. Perform field welding in accordance combination steel and closed-cell foam. 3.4. PROTECTION qualities and workmanship. Build mockups to comply with the following requirements, using materials indicated for ARCHITECTURAL with AWS D1.1/D1.1 M. C. Sealants: A. Protect installed products until completion of project. final unit of Work. E. Other field joints may be either welded or bolted provided the result complies with the limitations specified for 1. Exposed Sealant: Elastomeric; silicone, polyurethane, or silyl-terminated polyether/polyurethane. B. Touch-up, repair or replace damaged products before Date of Substantial Completion. 1. Location: As indicated on drawings. SPECIFICATIONS jointing quality levels. 2. Concealed Sealant: Non-curing butyl sealant or tape sealant. 2. Extent of Mockups: Approximately 5 sq. ft. of surface for each product indicated. F. Obtain approval prior to site cutting or creating adjustments not scheduled. 3. Seam Sealant: Factory-applied, non-skinning, non-drying type. 3. Notify architect one week in advance of the dates and times when mockups will be built. G. After erection, prime welds, abrasions, and surfaces not shop primed or galvanized, except surfaces to be in D. Provide additional items necessary for a full and complete installation. Additional items may include but are not 4. Obtain architect's written acceptance of mockups before start of actual unit of work. contact with concrete. limited to the following: 5. Retain and maintain mockups during construction in undisturbed condition as a standard for judging 1. Stainless steel termination bars with sealant. completed units of work. 3.4.TOLERANCES 2. Miscellaneous fasteners and Anchorage Devices: Coated stainless steel or similar material with neoprene a. Accepted mockups in undisturbed condition at time of substantial completion may become part of A. Maximum Variation From Plumb: 1/4 inch per story, non-cumulative. washers in accordance with SMACNA(ASMM) requirements. completed unit of work. B. Maximum Offset From True Alignment: 1/4 inch. 3. Gutter Supports. SHEET NUMBER: 4. Protective backing paint. 5. Snow Guards:With attachment type approved by metal roof panel manufacturer. Refer to Section 07 2700 "Snow Guards"for requirements for snow guards attached to metal roof panel. a PART 3 EXECUTION AOm4 3.1. EXAMINATION N A. Do not begin installation of preformed metal roof panels until substrates have been properly prepared. B. If substrate preparation is the responsibility of another installer, notify Architect/Engineer of unsatisfactory preparation before proceeding. PROJECT NO.: 0220049.01 SECTION 07 8123 - INTUMESCENT FIREPROOFING (CONTINUED) SECTION 07 9200 - JOINT SEALANTS SECTION 07 9200 - JOINT SEALANTS (CONTINUED) SECTION 09 9200 - HIGH PERFORMAQNCE COATINGS 1.7.SUBMITTALS PART 1 GENERAL PART 1 GENERAL See Section 01 3000-Administrative Requirements,for submittal procedures. Product data for each intumescent 1.1.SECTION INCLUDES 2.5. NONSAG JOINT SEALANTS 1.1. SECTION INCLUDES coating indicated on drawings and Finish Schedule. Product certificates from manufacturer documenting intumescent A. Nonsag gunnable joint sealants. A. Non-Staining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not expected to withstand continuous A. High performance coatings. coatings comply with specified requirements including those for fire test response characteristics and compatibility B. Self-leveling pourable joint sealants. water immersion or traffic. B. Surface preparation. with adhesives, primers, and other surface coatings on substrates indicated to receive intumescent coatings. C. Joint backings and accessories. 1. Movement Capability: Plus and minus 50 percent, minimum. Fire Resistance Rating Listings: UL, ULc, or other accredited testing agency indicating type and size of steel member 1.2. REFERENCE STANDARDS 2. Dirt Pick-Up: Reduced dirt pick-up compared to other silicone sealants. 1.2. REFERENCE STANDARDS to receive intumescent coatings and minimum dry thickness (mils)to achieve specified fire resistance rating. A. ASTM C794-Standard Test Method for Adhesion-in-Peel of Elastomeric Joint Sealants 2018(Reapproved 3. Color: Match adjacent finished surfaces. A. 40 CFR 59, Subpart D- National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Qualification Data: Installer to demonstrate capabilities and experience on completed projects which are comparable 2022). 4. Cure Type: Multi-component, neutral curing. Environmental Protection Agency current edition. in size and scope by providing the following information: B. ASTM C834-Standard Specification for Latex Sealants 2017. 5. Service Temperature Range: Minus 20 to 180 degrees F. B. MPI (APL)-Master Painters Institute Approved Products List; Master Painters and Decorators Association 1. Project location: City, State, and Country C. ASTM C919-Standard Practice for Use of Sealants in Acoustical Applications 2022. 6. Products: Current Edition. 2. Scope of work: project type, contract valuation D. ASTM C920-Standard Specification for Elastomeric Joint Sealants 2018. a. Sealant products to match materials involved and locations. C. MPI (APSM)- Master Painters Institute Architectural Painting Specification Manual Current Edition. 01111111111111M 4-4 3. Completion date E. ASTM C1087-Standard Test Method for Determining Compatibility of Liquid-Applied Sealants with Accessories b. Dow; DOWSIL 756 SMS Building Sealant: www.dow.com/#sle. D. NFPA 101 -Life Safety Code Most Recent Edition Adopted by Authority Having Jurisdiction, Including All rt 4. Architect: firm and contact information Used in Structural Glazing Systems 2016. c. Dow; DOWSIL 790 Silicone Building Sealant: www.dow.com/#sle. Applicable Amendments and Supplements. Fa 1 n SWO 5. Owner: name and contact information F. ASTM C1193-Standard Guide for Use of Joint Sealants 2016. d. Owner and Architect approved equal. E. SSPC-SP 1 -Solvent Cleaning 2015, with Editorial Revision (2016). 1.8. DELIVERY, STORAGE, AND HANDLING G. ASTM C1248-Standard Test Method for Staining of Porous Substrate by Joint Sealants 2022. B. Non-Curing Butyl Sealant: Solvent-based;ASTM C1311; single component, non-sag, non-skinning, non- F. SSPC-SP 2- Hand Tool Cleaning 2018. Deliver products to Project site in original, unopened packages with manufacturer's labels intact and legible. Install H. ASTM C1311 -Standard Specification for Solvent Release Sealants 2022. hardening, non-bleeding. GROUP intumescent coatings prior to expiration date included on packaging. Properly discard expired product in accordance I. ASTM C1330-Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid-Applied Sealants 1. Products: 1.3. SUBMITTALS to local and federal regulations. 2018. a. Basis of Design: Tremco;TremPro JS-773. A. See Section 01 3000-Administrative Requirements for submittal procedures. Store intumescent coatings protected from direct sunlight and maintained at a temperature as specified by the 223 WILLOW STREET J. ASTM D2240-Standard Test Method for Rubber Property--Durometer Hardness 2015 (Reapproved 2021). b. Owner and Architect approved equal. B. Product Data: Provide complete list of all products to be used,with the following information for each: manufacturer.The product must not be frozen or stored at freezing temperatures. Identify and label material damaged K. ASTM D412-Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers--Tension 2016 1. Manufacturer's name, product name and/or catalog number, and general product category(e.g. "alkyd FORT COLLINS, COLORADO 80524 due to improper storage, remove from Project site and properly discard. (Reapproved 2021). 2.6.SELF-LEVELING JOINT SEALANTS enamel"). (970) 484-7477/info@f-w.com 1.9. PROJECT CONDITIONS 1.3.SUBMITTALS A. Semi-Self-Leveling Polyurethane Sealant: Intended for expansion joints in sidewalks, swimming pool decks, 2. MPI product number(e.g. MPI#47). Environmental Conditions: A. Product Data: Submit manufacturer's technical datasheets for each product to be used; include the following: plazas,floors and other horizontal surfaces with up to 6 percent slope. 3. Cross-reference to specified coating system(s) product is to be used in; include description of each system. 1. Do not install Intumescent Coatings when ambient or substrate temperatures are, or prior to full cure will be, 1. Physical characteristics, including movement capability,VOC content, hardness, cure time, and color 1. Composition: Single or multicomponent. C. Manufacturer's Certificate: Certify that high-performance coatings comply with VOC limits specified. outside the manufacturer's recommended installation temperatures, unless temporary protection and availability. 2. Durometer Hardness,Type A: 35 to 45, minimum, when tested in accordance with ASTM D2240. D. Manufacturer's Installation Instructions: Indicate special procedures and perimeter conditions requiring special www.f-w.com heating/cooling is provided to maintain temperatures within the prescribed range for the period specified by 2_ List of backing materials approved for use with the specific product. 3. Color: Gray. attention. Engineers I Architects I Surveyors I Scientists the manufacturer. 3. Substrates that product is known to satisfactorily adhere to and with which it is compatible. 4. Tensile Strength: 250 to 300 psi in accordance with ASTM D412. E. Maintenance Data: Include cleaning procedures and repair and patching techniques. 2. Do not install intumescent coatings when relative humidity is outside the limits established by the 4. Substrates the product should not be used on. 5. Products: manufacturer. Consult manufacturer to determine precautions that may be implemented to prevent 5. Substrates for which use of primer is required. a. Tremco Commercial Sealants &Waterproofing; Vulkem 45 SSL: www.tremcosealants.com/#sle. 1.4. QUALITY ASSURANCE ISSUE: condensation from forming on the steel during application of fireproofing. 6. Substrates for which laboratory adhesion and/or compatibility testing is required. b. Owner and Archtiect approved equal. A. Applicator Qualifications: Company specializing in performing the work of this section with minimum five years # DATE: DESCRIPTION: Ventilation: Ventilate areas where intumescent coatings will be installed by natural means or, where this is 7. Installation instructions, including precautions, limitations, and recommended backing materials and tools. documented experience. 1. inadequate, forced air circulation during and after application until fireproofing dries/is cured thoroughly. 8. Sample product warranty. 2.7. DECK AND PARKING JOINT SEAL 1.10. SEQUENCING 9. Certification by manufacturer indicating that product complies with specification requirements. 1. Source: Emshiled DFR2 by Sika Emseal. 1.5. DELIVERY, STORAGE,AND HANDLING Sequence and coordinate application of intumescent coatings with related work specified in other Sections to B. Product Data for Accessory Products: Submit manufacturer's technical data sheet for each product to be used, 2. Description: Traffic grade uppler and lower silicone sealing surface adhered to fire-retardant impregnated foam A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. comply with the following requirements: including physical characteristics, installation instructions, and recommended tools. backing installed into field-applied epoxy adhesive. B. Container Label: Include manufacturer's name, type of coating, brand name, lot number, brand code, coverage, 1. Coordinate installation of intumescent coatings with other items of work that may interfere with proper C. Color Cards for Selection: Where sealant color is not specified, submit manufacturer's color cards showing 3. Form: Precompressed to les than nominal material size for installation into designed joint size equal to material surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. installation of coatings. standard colors available for selection. nominal size. C. Coating Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in 2. Do not begin applying intumescent coatings until clips, hangers, supports, and other welded connections D. Preconstruction Laboratory Test Reports: Submit at least four weeks prior to start of installation. 4. Fire protection rating: 2 hours, tested to UL 2079. ventilated area, and as required by manufacturer's instructions. have been installed. Intumescent coatings manufacturer must approve in writing any clips, hangers, E. Installation Plan: Submit at least four weeks prior to start of installation. 5. Movement capability: Plus or minus 50 percent,total 100 percent. supports or connections that may installed over coating using mechanical or adhesive devices. F. Field Quality Control Plan: Submit at least two weeks prior to start of installation. 6. As selected on shop drawings. To be selected from Sika Emseal full color range. 1.6. FIELD CONDITIONS 3. Provide temporary enclosures as necessary to prevent deterioration of intumescent coatings due to G. Installation Log: Submit filled-out log for each length or instance of sealant installed. 7. Adhesive: Epoxy type, furnished by joint seal manufacturer. A. Follow manufacturer's recommended procedures for producing best results, including testing of substrates, exposure to unfavorable environmental conditions as required by installation procedures and product H. Field Quality Control Log: Submit filled-out log for each length or instance of sealant installed, within 10 days 8. Silicone: Field applied sealant band at face of seal to substrate interface, furnished by joint seal manufacturer; moisture in substrates, and humidity and temperature limitations. performance capabilities as supplied by manufacturer. Exposure to exterior elements for any portion of after completion of inspections/tests; include bagged test samples and photographic records, if any. same material and color as factory coating. B. Do not apply exterior coatings during rain or snow, or when relative humidity is outside the humidity ranges construction cycle must be supported a verified burn test to ensure no degradation of fire properties. I. Executed warranty. a. Abrasion resistance: Maximum 1 percent weight loss, tested to ASTM D4060. required by the coating product manufacturer. 4. Take appropriate steps to avoid abrasion and other damage to the applied intumescent coatings during b. Fuel resistance: Pass ASTM C719 and ASTM C1135. C. Do not install materials when temperature is below 55 degrees F or above 90 degrees F. construction operations. 1.4.QUALITY ASSURANCE 9. Intumescent Sealant: Field applied to face of joints,furnished by joint seal manufacturer. D. Maintain this temperature range, 24 hours before, during, and 72 hours after installation of coating. 5. Do not protect or conceal structural members to which intumescent coatings have been applied until A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with E. Restrict traffic from area where coating is being applied or is curing. each area has been inspected, tested, and corrections have been made to any deficient areas. minimum three years documented experience. 2.8.ACCESSORIES B. Installer Qualifications: Company specializing in performing the work of this section and with at least three years A. Backer Rod: Cylindrical cellular foam rod with surface that sealant will not adhere to, compatible with specific 1.7.WARRANTY PART 2-PRODUCTS of documented experience. sealant used, and recommended by backing and sealant manufacturers for specific application. A. See Section 01 7800-Closeout Submittals for additional warranty requirements. C. Testing Agency Qualifications: Independent firm specializing in performing testing and inspections of the type 1. Type for Joints Not Subject to Pedestrian or Vehicular Traffic: ASTM C1330; Type B- Bi-Cellular B. Correct defective Work within a five year period after Date of Substantial Completion. 2.1. FIRE PROOFING specified in this section. Polyethylene. A. Intumescent coatings: Factory mixed formulation consisting of a modified heavy bodied coating, with inorganic D. Preconstruction Laboratory Testing: Arrange for sealant manufacturer(s)to test each combination of sealant, 2. Type for Joints Subject to Pedestrian or Vehicular Traffic: ASTM C1330; Type B-Bi-Cellular Polyethylene. PART 2 PRODUCTS reinforcing fibers (non asbestos)for spray application.Water Based Product: Subject to compliance with substrate, backing, and accessories. 3. Closed Cell and Bi-Cellular: 25 to 33 percent larger in diameter than joint width. requirements, provide the following (or approved equivalent): Hilti Fire Finish CFP-SP WB by Hilti, Inc., (800) 1. Adhesion Testing: In accordance with ASTM C794. B. Backing Tape: Self-adhesive polyethylene tape with surface that sealant will not adhere to and recommended by 2.1. MANUFACTURERS 879 8000, US, HYPERLINK http://www.us.hilti.com/steel protection www.us.hilti.com/steel protection. 2. Compatibility Testing: In accordance with ASTM C1087. tape and sealant manufacturers for specific application. A. Only materials (primers, coatings, etc.)listed in the latest edition of the MPI Approved Product List(APL)are B. Physical Characteristics: 3. Allow sufficient time for testing to avoid delaying the work. C. Masking Tape: Self-adhesive, nonabsorbent, nonstaining, removable without adhesive residue, and compatible acceptable for use on this project. Surface Burning Characteristics of Building Materials,ASTM E 84 (UL 723, CAN/ULC-S102): Class A Rating. 4. Deliver sufficient samples to manufacturer for testing. with surfaces adjacent to joints and sealants. B. Provide high performance coating products from the same manufacturer to the greatest extent possible. Flame Spread: 0 5. Report manufacturer's recommended corrective measures, if any, including primers or techniques not D. Joint Cleaner: Noncorrosive and nonstaining type,type recommended by sealant manufacturer; compatible with 1. Substitution of other products by the same manufacturer is preferred over substitution of products by a Smoke Development<=4 indicated in product data submittals. joint forming materials. different manufacturer. C. Durometer Hardness,ASTM D2240: >= 63 Shore D E. Installation Plan: Include schedule of sealed joints, including the following: E. Primers: Type recommended by sealant manufacturer to suit application; nonstaining. C. High-Performance Coatings: Impact Resistance,ASTM D2794: >= 65 in-lb 1. Installation Log Form: Include the following data fields, with known information filled out. 1. Sherwin-Williams Company: www.protective.sherwin-williams.com/industries/#sle. Abrasion Resistance,ASTM D4060: <= 0.140 g/1000 cycles a. Location on project. PART 3 EXECUTION 2. Owner and Architect approved equal. Adhesion,ASTM D4541: >= 350 psi b. Substrates. 3. Substitutions: Section 01 6000- Product Requirements. VOC < 50 g/I as per CDPH Standard Method v 1.1-2010 or newer c. Sealant used. 3.1. EXAMINATION D. Solvent-Based Product: Subject to compliance with requirements, provide the following (or approved d. Stated movement capability of sealant. A. Verify that joints are ready to receive work. 2.2. HIGH-PERFORMANCE COATINGS equivalent): e. Primer to be used, or indicate no primer is used. B. Verify that backing materials are compatible with sealants. A. MPI Standards: Provide products that comply with MPI standards indicated and are listed in MPI Approved QF CO(0 Hilti All Weather High Build CFP-SP AWHB by Hilti, Inc., f. Size and actual backing material used. C. Verify that backer rods are of the correct size. Products List. 'py (800)879-8000, US,www.us.hilti.com/steel-protection g. Date of installation. B. Provide coating systems that meet the following minimum performance criteria, unless more stringent criteria are �Q p h. Name of installer. 3.2. PREPARATION specified: Co JULIE MARIE Must be applied by a trained and approved applicator per manufacture. i. Actual joint width; provide space to indicate maximum and minimum width. A. Remove loose materials and foreign matter that could impair adhesion of sealant. 1. Surface Burning Characteristics: Flame spread/Smoke developed index of 0/0, maximum, when tested in I SASS * j. Actual joint depth to face of backing material at centerline of joint. B. Clean joints, and prime as necessary, in accordance with manufacturer's instructions. accordance with ASTM E84. ARC,004034 5 !-. IV Physical Characteristics: k. Air temperature. C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193. 2. NFPA 101, Class A rated ", ,� ,m � V Surface Burning Characteristics of Building Materials,ASTM E 84 (UL 723, CAN/ULC-S102): Class A F. Field Quality Control Plan: D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant work; be aware that �` Rating. 1. Visual inspection of entire length of sealant joints. sealant drips and smears may not be completely removable. 2.3.TOP COAT MATERIALS 41&,FD A, -1 Flame Spread: 0 2. Field testing agency's qualifications. E. Concrete Floor Joints That Will Be Exposed in Completed Work: Test joint filler in an inconspicuous area to verify A. Coatings-General: Provide complete multi-coat systems formulated and recommended by manufacturer for the - Smoke Development: 10 3. Field Quality Control Log Form: Show same data fields as on Preinstallation Field Adhesion Test Log,with 4P: t6 -'sV � that it does not stain or discolor slab. applications indicated, in the thicknesses indicated; number of coats specified does not include primer or filler Durometer Hardness,ASTM D2240: 39 Shore D known information filled out and lines for multiple tests per sealant/substrate combinations; include visual coat. Impact Resistance,ASTM D2794: 15.9 in-lb inspection and specified field testing; allow for possibility that more tests than minimum specified may be 3.3. INSTALLATION 1. Volatile Organic Compound (VOC)Content: Abrasion Resistance,ASTM D4060: 255 g/1000 cycles necessary. A. Install this work in accordance with sealant manufacturer's requirements for preparation of surfaces and material a. Provide coatings that comply with the most stringent requirements specified in the following: Adhesion,ASTM D4541: 280 psi G. Source Limitations: Obtain each kind of joint sealant from single source from single manufacturer. installation instructions. 1.)40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards for Architectural FOR CONSTRUCTION VOC < 125 g/I as per CDPH Standard Method v 1.2-201 B. Provide joint sealant installations complying with ASTM C1193. Coatings. 1.5.WARRANTY C. Install acoustical sealant application work in accordance with ASTM C919. 2.)Architectural coatings VOC limits of the State in which the Project is located. 2.2.AUXILIARY FIREPROOFING MATERIALS A. Manufacturer Warranty: Provide 2-year manufacturer warranty for installed sealants and accessories that fail to D. Measure joint dimensions and size joint backers to achieve width-to-depth ratio, neck dimension, and surface b. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59, Subpart D (EPA General: Provide auxiliary fireproofing materials that are compatible with intumescent coating products and achieve a watertight seal, exhibit loss of adhesion or cohesion, or do not cure. Complete forms in Owner's name bond area as recommended by manufacturer, except where specific dimensions are indicated. method 24), exclusive of colorants added to a tint base and water added at project site; or other method IIIIIIIIIIIIIIIII substrates and are approved by UL or other accredited testing agencies acceptable to authorities having and register with manufacturer. PROJECT: E. Install bond breaker backing tape where backer rod cannot be used. acceptable to authorities having jurisdiction. jurisdiction for use in the fire resistive designs indicated. F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without getting sealant on 2. Colors: Selected from manufacturer's standard colors. PART 2 PRODUCTS adjacent surfaces. B. High-Build Epoxy Coating: CITY OF FORT COLLINS Substrate Primers: For use on each different substrate, provide primer that complies with the following G. Do not install sealant when ambient temperature is outside manufacturer's recommended temperature range, or 1. Top Coat(s): Epoxy, High-Build; MPI#98,#108, #120. requirements: 2.1. MATERIALS, GENERAL will be outside that range during the entire curing period, unless manufacturer's approval is obtained and a. Sheen: Gloss. A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another instructions are followed. b. Products: 1. Primer approved in writing by manufacturer of intumescent coatings and applied in full compliance with the and with joint substrates under conditions of service and application, as demonstrated by joint-sealant H. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape immediately after 1) Sherwin-Williams; Pro Industrial High Performance Epoxy: www.protective.sherwin-wilIiams.com/ primer manufacturer's recommendations. manufacturer, based on testing and field experience. tooling sealant surface. #sle. (MPI#98) 2. Primer to have been tested by manufacturer in fire conditions to ensure fire-performance of primer- B. Liquid-Applied Joint Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid-applied I. Concrete Floor Joint Filler: After full cure, shave joint filler flush with to of concrete slab. 2. Primer: As recommended b coatingmanufacturer for specific substrate. intumescent system, and adhesion of the post-burn intumescent char to the primer. Documentation of such Joint sealant specified, including those referencing ASTM C 920 classifications for type, grade, class, and uses p Y p C C PS SHORING & tests to be provided upon request. related to exposure and joint substrates. 3.4. FIELD QUALITY CONTROL 2.4 ACCESSORY MATERIALS STAIR REPLACEMENT 3. Primer must be fully cured prior to installation of the intumescent coating. 1. Suitability for Immersion in Liquids. Where sealants are indicated for Use I for joints that will be continuously A. See Section 01 4000-QualityRequirements for additional requirements. A. AccessoryMaterials: Provide rimers, sealers, cleaning agents, cleaning cloths, sanding materials, and clean-up Topcoats: Suitable for application over applied intumescent coatings; of a recommended in writingb immersed in liquids, provide products that have undergone testing according to ASTM C 1247. Liquid used q q p g g g g p p pp g type y q p p g g g q B. Perform field quality control inspection/testing as specified in PART 1 under QUALITY ASSURANCE article. materials as required for final completion of coated surfaces. DESIGN intumescent coatings manufacturer for each fire resistance design. Topcoat to have been tested by for testing sealants is deionized water, unless otherwise indicated. C. Remove and replace failed portions of sealants using same materials and procedures as indicated for original manufacturer for compatibility in fire conditions with documentation of such tests to be provided upon C. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range. installation. PART 3 EXECUTION request. Color of topcoat shall be as selected by the architect. Colors shall not be limited to manufacturer's standard color 2.2. MANUFACTURERS A. Nonsag Sealants: 3.1 EXAMINATION 1. BASF Construction Chemicals-Building Systems: www.buildingsystems.basf.com. A. Verify existing conditions before starting work. PART 3 -EXECUTION 2. Bostik Inc: www.bostik-us.com. B. Do not begin application of coatings until substrates have been properly prepared. 3. Dow Corning Corporation: www.dowcorning.com/construction/#sle. C. Verify that substrate surfaces are ready to receive work as instructed by the coating manufacturer. Obtain and 3.1. PREPARATION 4. Pecora Corporation: www.pecora.com. follow manufacturer's instructions for examination and testing of substrates. Cover other work subject to damage from fall out or overspray of intumescent coatings materials during application. 5. Sika Corporation: www.usa-sika.com/#sle. D. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may 6. Tremco Commercial Sealants &Waterproofing: www.tremcosealants.com/#sle. potentially affect proper application. 120 N MASON ST. Provide temporary enclosure as required to confine spraying operations, protect the environment, and ensure p g� FORT COLLINS CO 80524 maintaining adequate ambient conditions for temperature and ventilation. Clean substrates of substances that could B. Self-Leveling Sealants: 3.2 PREPARATION impair bond of fireproofing, including oil, grease, rolling compounds, incompatible primers, rust, and mill scale. Prime 1. BASF Construction Chemicals-Building Systems: www.buildingsystems.basf.com. A. Clean surfaces of loose foreign matter. substrates with an approved and compatible primer, unless an approved and compatible shop primer has been 2. Bostik Inc: www.bostik-us.com. B. Remove finish hardware,fixture covers, and accessories and store. applied and is in satisfactory condition to receive intumescent coatings. Primer must be fully cured prior to applying 3. Dow Corning Corporation: www.dowcorning.com/construction/#sle. C. Galvanized Surfaces: DATE: 12/12/2024 intumescent coatings.Apply intumescent coatings: Protect intumescent coatings from rain, direct sunlight, high 4. Pecora Corporation: www.pecora.com. 1. Remove surface contamination and oils and wash with solvent according to SSPC-SP 1. humidity, strongwind with dirt, dust or sand duringthe application, drying, and curingphases, unless test evidence 5. Sika Corporation: www.usa-sika.com/#sle. 2. Prepare surface according to SSPC-SP 2. y ( ) pp 6. Tremco Commercial Sealants &Waterproofing: www.tremcosealants.com/#sle. p g allows otherwise. Do not apply an additional coat of intumescent coating until previous layer has fully cured. For p g� D. Ferrous Metal: DESIGNED: CMW applications visible upon completion of project, repair substrates to remove surface imperfections that could affect 1. Solvent clean according to SSPC-SP 1. uniformityof texture and thickness in finished surface of fireproofing. Remove minor projections that would telegraph 2.3.JOINT SEALANT APPLICATIONS 2. Shop-Primed Surfaces: Sand and scrape to remove loose rimer and rust. Feather edges to make touch-up DRAWN: CMW p g� p J g p A. Scope: p p p g p through fire resistive products after application. p patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Re-prime entire shop- 3.2. INSTALLATION, GENERAL 1. Exterior Joints: Seal open joints,whether or not the joint is indicated on drawings, unless specifically primed item. Coordinate application of intumescent coatings with other construction to allow for proper application and minimize indicated not to be sealed. Exterior joints to be sealed include, but are not limited to: E. Protect adjacent surfaces and materials not receiving coating from spatter and overspray; mask if necessary to REVIEWED: JMS need to repair damage. Comply with intumescent coatings manufacturer's instructions for mixing materials, a. Joints between different exposed materials. provide adequate protection. Repair damage. application procedures, and types of equipment used to convey and install products, as applicable to the particular b. Other joints indicated below. conditions of installation and as required to achieve fire resistance ratings indicated. Coat substrates with primer and 2. Do not seal the following types of joints: 3.3 PRIMING allow proper cure time prior to applying intumescent coatings as recommended b Intumescent coatings a. Joints indicated to be treated with manufactured expansion joint cover, or some other type of sealing A. Apply rimer to all surfaces, unless specifically not required b coating manufacturer. Apply In accordance with P P p � 9 Y� 9 pPYP P Y q Y 9 pPY� manufacturer for material and application indicated. Apply intumescent coatings identical to mock-ups. device. coating manufacturer's Instructions. SHEET TITLE: 3.3. INSTALLING INTUMESCENT FIREPROOFING b. Joints where sealant is specified to be provided by manufacturer of product to be sealed. Apply intumescent coatings in thicknesses required to achieve fire resistance ratings designated for each condition. c. Joints where installation of sealant is specified in another section. 3.4 COATING APPLICATION Provide a uniform finish complying with description indicated for type of material and matching finish approved for B. Exterior Joints: Use non-sag non-staining silicone sealant, unless otherwise indicated. A. Apply coatings in accordance with manufacturer's written instructions, to thicknesses specified and ARCHITECTURAL field erected mockup. 1. Lap Joints in Sheet Metal Fabrications: Butyl rubber, non-curing. recommendations in MPI-Architectural Painting and Specification Manual. 3.4. FIELD QUALITY CONTROL 2. Control and Expansion Joints in Concrete Paving: Semi-self-leveling polyurethane"traffic-grade"sealant. SPECIFICATIONS Inspection and Testing Agency: Coordinate installation of fireproofing with owner's independent inspection and 3.5 FIELD QUALITY CONTROL testingagency. Ins Inspection &testing shall be in accordance with AWCI Technical Manual 12-B. Testing agency will 2.4.JOINT SEALANTS-GENERAL A. See Section 01 4000-Quality Requirements for general requirements for field inspection. P 9 9 9 Y Y q 9 q P promptly report test results in writing to the installer and architect. Remove and replace intumescent coatings where A. Provide products which meet and/or exceed the intended location and function. test results indicate that fireproofing does not comply with specified requirements for adhesion.Apply additional B. Colors: As selected from manufacturer's full range unless otherwise noted or shown. 3.6 CLEANING intumescent coatings per manufacturer's directions where test results indicate that the thickness does not comply A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and remove daily from with specified requirements. site. Additional Testing: Where intumescent coatings are removed and replaced or repaired, Owner's inspection and B. Clean surfaces immediately of overspray, splatter, and excess material. testing agency shall perform additional testing to determine compliance with specified requirements. C. After coating has cured, clean and replace finish hardware,fixtures, and fittings previously removed. SHEET NUMBER: 3.5.CLEANING, REPAIR,AND PROTECTION Cleaning: Immediately after completing spraying operations in each containable area of Project, remove product 3.7 PROTECTION overspray and fall out from surfaces of other construction and clean exposed surfaces to remove evidence of soiling. A. Protect finished work from damage. Cure intumescent coatings per manufacturer's recommendations. Protect intumescent coatings from damage during 2 construction. Repair or replace work that was not properly protected from damage during construction in accordance < with manufacturer's recommendations. Ensure full curing of intumescent coating prior to application of an approved AOm5 A topcoat. 0 6 N O (V M PROJECT NO.: 0220049.01 Fa rn swo rt GROUP 223 WILLOW STREET FORT COLLINS, COLORADO 80524 (970)484-7477/info@f-w.com www.f-w.com Engineers Architects i Surveyors Scientists SCOPE OF WORK 1 2 3 4 ( 5 ) 6 7O 8 10 11 # DATE: DESCRIPTION: 13 1 O j? I I I I I I I I I I � I A I I UP Ill ILL a. Co I I I I I I I I o , n � DN n I I I I I I 1 I I I I I °F Coto cO JULIE MARIEgO0 suss g .� ARC.004034 6 V L, 317 ZOO ��SFD ARG�� 1 fi r,/d'5- 1 I -9 I 1 FOR CONSTRUCTION I f F - - - - - PROJECT: CITY OF FORT COLLINS I I I I I I I I I CCPS SHORING & STAIR REPLACEMENT DESIGN 0 r7 120 N MASON ST. — D FORT COLLINS, CO 80524 IL Ill O i DATE: 12/12/2024 DESIGNED: CMW DRAWN: CMW REVIEWED: JMS SHEET TITLE: OVERALL PLAN SHEET NUMBER: Al ml TRUE 0 OVERALL PLAN 0 8 16 32 0 M SCALE: 1/16 — 1 -0 Z PROJECT NO.: 0220049.01 PLAN GENERAL NOTES NEW PAY STATION LOCATION, 12 13 12 13 A. ALL DIMENSIONS ARE TO FACE OF STUD, CMU AND/OR CONCRETE UNLESS COORDINATE WITH CITY. REF NOTED OTHERWISE. ELECTRICAL NEW PARKING STOP TO SIT 3 3 B. ALL NEW WORK SHALL BE PLUMB TRUE, AND LEVEL UNLESS OTHERWISE NOTED. ADJACENT TO RAILING AND RUN A3.1 RELOCATED PAY STATION A3.1 C. REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION AND FRAMING FULL LENGTH OF RAILING LOCATION, COORDINATE WITH DIMENSIONS. CITY. REF ELECTRICAL D. PROVIDE NEW HANDICAP STRIPING IMMEDIATLY ADJACENT THE NEW STAIR (NORTH AND WEST). ALL LEVELS. %C4 _� - .- v E. ALL EXPOSED CONDUIT TO BE PAINTED. REFERENCE ELECTRICAL. A A Farnswor EXISTING DOWNPOUT \� EXISTING DOWNPOUT GROUP j � I i 223 WILLOW STREET FORT COLLINS, COLORADO 80524 E \ (970)484-7477/info@f-w.com 16 - / ,_ „V 15 6 IF / A6.3 NEW EXPANSION JOINT 6 -- A6.3 1 - 1 -0„ A6.3 www.f-w.com O O Engineers Architects I Surveyors Scientists 1110 2 1 A3.1 1 A6.1 A6.1 DNi i 1' 2 Oq co 1 iDNi i 1 ` O # DATE: DESCRIPTION: 2 1 2 i - A6.1 11' 9T 11" EA=8'-3" 11' 5'-5" 9) 1 / A6.1 LL `"� 1 1 i i9T l l EA=8'-3" 1 i 11 5 3 1/2 i 1 03/07/2025 Permit Response V2 A3.1 N NEW EXPANSION JOINTS I i 9T 11" EA=8'-3"i 11" / `�' 11" 9T 11"EA= 8'-3, I11" 50 - O D U a CY) / co i i iUPI i i 'DI 1 A6.2 i i i i / A6.2 M i Sw _ \ 6 SIM Al NEW STRIPING NEW PARKING STOP TO SIT D (/E D �� A6.3 13 J ' 15'-6" A6.3 ADJACENT TO RAILING AND RUN U FULL LENGTH OF RAILING A6.3 / o � I I I 4 A3.1 I I I//K I �� GF CO(p�9 ENLARGED LEVEL 3 LANDING / T.O. LEVEL 4 - SE STAIR PLAN TRUE ENLARGED GROUND LEVEL LANDING 2 / T.O. LEVEL 2 - SE STAIR PLAN TRUE ro JULIE MARIE 5 0 2 4 8 J!c 3 „ _ ,- „ 0 2 4 8 0 !SCALE: 1/4" = 1'-0" SCALE: 1/4 - 1 0 Z ARC,0040345`5 h 12 13 12 13 12 13 0 3 3 3 FOR CONSTRUCTION A3.1 A3.1 A3.1 RELOCATED PAY STATION UP LOCATION, COORDINATE WITH CITY. REF ELECTRICAL PROJECT: � I CITY OF FORT COLLINS a d JA - - EXISTING DOWNPOUT a CCPS SHORING & ELEV. MACHINE j ELEVATOR ROOM �� / O STAIR REPLACEMENT 101 100 DESIGN RELOCATED PAY STATION e SIM Ln SIM LOCATION, COORDINATE WITH 6 6 CITY. REF ELECTRICAL 1'-0° A6.3 A6.3 4'-0" A6.3 NEW EXPANSION �. JOINT �' r 1'_0„ i i 1 4'-0. 6" I i 10T @ 11��EA=9'-2" I 2'_0" \3�2" 1 1 1 O A6.1 i i i i A6.1 A6.1 M A UP 120 N MASON ST. 1'-2° °' 2 ;, 2 FORT COLLINS CO 80524 A6.1 1' i 9T 11" EA=8'-3, U 1 A6.1 -' 3'-3" 1 -0 i i 9'-2" HANDRAIL 1'-0" 1 A6.1 1 r _ - A3.1 1 I A3.1 LOWERHSS FOR A3.1 - - cv I ' LANDING, REF 1'-0" 11" 9T 11 ' EA= 8'-3" 11" 9T 11" EA= 8'-3" s STURCTURAL Of 11" 5'-3 1/2" M M r_ uP �_ l DESIGNED: CMW 1 UP i DN 9) 1 1 V i C1 ' A6.2 A6.2 <`'� A6.2 1 _ _ co I I - ® sIM - 1 ® DRAWN- CMW 6 3'-6" I 3'-8" RAILING Al A6.3 Al +� Al REVIEWED: JMS SIM O I A6.3 SHEET TITLE: ENLARGED PLANS P � U SHEET NUMBER: 2 Al m2 TRUE TRUE TRUE ENLARGED LEVEL 2 LANDING / T.O. LEVEL 3 - SE STAIR PLAN ENLARGED GROUND LEVEL / GROUND LEVEL LANDING 1 - SE STAIR PLAN ENLARGED GROUND LEVEL - SE STAIR PLAN 4 0 2 4 8 Tco� 2 „ 0 2 4 84' 1 SCALE: 1/4" = 1'-0" 0 2 4 8 0 M SCALE: 1/4" = V-0" SCALE: 1/4 = 1 -0 Z PROJECT NO.: 0220049.01 ROOF GENERAL NOTES A. ROOFING COMPONENTS MAY VARY DEPENDING ON ROOFING MANUFACTURER. CONTRACTOR SHALL INSTALL A COMPLETE CODE COMPLIANT AND WARRANTIED ROOFING SYSTEM BASED ON THE SPECIFIED ROOFING MANUFACTURERS WRITTEN INSTRUCTIONS AND INSTALLATION GUIDELINES. B. ONCE ROOF WORK BEGINS, THE CONTRACTOR IS ACCEPTING ALL CONDITIONS AND WILL BE RESPONSIBLE FOR ALL DEMOLITION AND NEW WORK REQUIRED TO PROVIDE A WATERTIGHT ROOF SYSTEM. A Al C. THE CONTRACTOR SHALL ENSURE THAT UPON COMPLETION OF ROOF WORK, ALL GUTTERS, DOWNSPOUTS AND ROOF DRAINS ARE CLEAN AND CLEAR OF DEBRIS T.O.PARAPET TO PROVIDE AN UNOBSTRUCTED, FREE FLOW OF WATER. 50,-0" Fa rn swo rt 11 5/8" 3 SIM GROUP ,r A2.2 223 WILLOW STREET 2 46'-6" I FORT COLLINS, COLORADO 80524 A2.2 s° B/ HOLLOW ROOF PLAN LEGEND (970)484-7477/info@f-w.com CORE PLANK V-9 3/4" d° �r INDICATES ROOF SLOPE www•f-w.com -0" a d A2.2 Engineers Architects Surveyors Scientists 7 " " 464" A2.2 ;a B/HOLLOW �. ° ssue = CORE PLANK ; I # DATE: DESCRIPTION: : 4, d d a- 44'-3 a 43'-10" ®° B/ HOLLOW* B/HOLLOW LIGHTING; REF. ELEC I - CORE PLANK CORE PLANK METAL PANEL HSS, REF STRUC; 9 HSS. REF STRUC; PAINT- EXISTING A2.2 INTUMESCENT COATING C4 ELEVATOR DOOR T.O.PARAPET 50'-0" EXISTING CONCRETE Al PARKING DECK 4'-10 1/2" 21/2" 9'-10 7/8" II 8 N_ A2.2 6 46'-6" ih 10 A2.2 SCREEN - REF. STRUCTURAL FOR A2.2 - B/ HOLLOW CORE PLANK - PANEL TUBE STEEL ATTACHMENT � T.O. LEVEL 4 935' L B/ HOLLOW A2 2 EXISTING a �. CORE PLANK DOWNSPOUT ,. of Coca A2.2 I 41'-11 ROOF SECTION HSS. REF STRUC; PAINT- CORE PLANK SASS B/HOLLOW cry 4 INTUMESCENT COATING JULI IE � SCALE: 1/2" = 1 -0 — ARC.004034 5 � GALVANIZEDNEW PREFINISHED DOWNSPOUT. SUPPORT ATMID-SPAN ��S�D AR�`�\� WITH GALVANIZED HANGER. CONNECT , INTO EXISTING DOWNSPOUT ON BACKSIDE OF EXISTING ELEVATOR NEW PREFINISHED GALVANIZED EFORCONSTRUCTION DOWNSPOUT. CONNECT INTO EXISTING DOWNSPOUT ON BACKSIDE OF EXISTING ELEVATOR ROOF SECTION PROJECT 12 13 2 CITY OF FORT COLLINS SCALE: 1/2" = V-0" 9'-2" 12 13 2'-2" 7'-3 1/2" r3 C C P S SHORING & T.O.PARAPET 4 A3.1 STAIR REPLACEMENT 50'-0" A2.1 DESIGN 4 C4 A2.1 3 A2.2 O NEW PREFINISHED 4 SIM 8 GALVANIZED DOWNSPOUT. 2 A2.2 A2.2 SUPPORT AT MID-SPAN WITH A2.2 NEW PREFINISHED GALVANIZED 120 N MASON ST. _ GALVANIZED HANGER. FORT COLLINS, CO 80524 CONNECT INTO EXISTING DOWNSPOUT. SUPPORT AT MID- DOWNSPOUT ON BACKSIDE SPAN WITH GALVANIZED 0.0. To O O O O 0 O-O O 1 2 OF EXISTING ELEVATOR �-'� HANGER. CONNECT INTO _ - A2.1 3 EXISTING DOWNSPOUT ON DATE- 12/12/2024 4 q2 2 BACKSIDE OF EXISTING LIGHTING, REF ELEC C2 8'-9 3/8" A2.2 ELEVATOR DESIGNED: CMW 44'-0" METAL PANEL HSS, T/STEEL 2 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° DRAWN: CMW REF STRUC; PAINT- O °O O O O,� O ;0 1 All SNOW GUARDS HIGH PERFORMACE LIGHTING, REF ELEC COATING, TYP 5 REVIEWED: JMS A2.2 Cl C3 1 COLUMN AND BEAM WRAP BELOW A3.1 3 SHEET TITLE: 40'-10" A2.1 T/STEEL METAL PANEL HSS, REF C2 STRUC; PAINT- HIGH BELOW ROOF PLAN AND PERFORMACE COATING, TYP SECTIONS Cl BELOW FORM FIT COLUMN WRAP PANEL AROUND Al STRUCTURAL CONNECTION - O PROVIDE 1/2" GAP BETWEEN DISSIMILAR METALS BEND IN 16 GA PREFINISHED _ BRAKE METAL TO FOLLOW SHEET NUMBER: HSS BEAM PATH 2 A2.1 a 4 ■ ROOF SECTION ENLARGED ROOF PLAN A3.1 0 2 4 8 TRUE 3 SCALE: 1/2" = V-0" 1 SCALE: 1/4" = V-0" ° M PROJECT NO.: 0220049.01 PREFINISHED TAPERED- EXISTING ELEVATOR PREFINISHED TAPERED-RIB RIB PROFILE METAL ROOF CORE CONCRETE WALL PROFILE METAL ROOF PANEL PANEL WITH EXPOSED WITH EXPOSED FASTENER FASTENER PREFINISHED Z-CLOSURE CONTINUOUS SEALANT PREFINISHED Z-CLOSURE AND TERMINATION BAR PREFINISHED METAL EAVE FLASHING PREFINISHED TAPERED-RIB PROFILE METAL ROOF PREFINISHED EAVE TRIM CONTINUOUS SLEANT AND PREFINISHED METAL ' PANEL WITH EXPOSED ASSEMBLY PER MFR TERMINATION BAR ENDWALL FLASHING FASTENER ° PRECAST HOLLOW CORE d PREFINISHED METAL ° PLANKS, REF. STRUCTURAL 4,d_ A SIDEWALL FLASHING PREFINISHED Z-CLOSURE Fa rn swo rt PREFINISHED TRIM WITH ° ° DRIP EDGE OVER PREFINISHED Z-CLOSURE PREFINISHED TAPERED- CONTINUOUS CLEAT ° RIB PROFILE METAL ROOF GROUP PREFINISHED TAPERED- PANEL WITH EXPOSED RIB PROFILE METAL ROOF FASTENER 223 WILLOW STREET ,z" zzz- GUTTER ATTACHED TO PANEL WITH EXPOSED FORT COLLINS, COLORADO 80524 HOLLOW CORE ° co - FASTENER ( 7 ) 84-7477/info@f-w.com 904 CONCRETE PANEL PREFINISHED CONTINUOUS CLEAT d . `' `° OW CORE PRECAST HOKLLR F. STRUCTURAL - d www.f w.com PRECAST HOLLOW CORE °` _ _ ' Engineers Architects Surveyors Scientists PLANKS, REF. STRUCTURAL ° = STEEL ANGLE ATTACHMENT FOR a °' ISSUE: ° ' PERFORATED METAL PANEL; REF. A 4 - °nr ad," n _ # DATE: DESCRIPTION: STRUCTURAL ° e PRECAST HOLLOW ° - "¢ '.°<° 41 PERFORATED METAL PANEL a a d CORE PLANKS, REF. Q STRUCTURAL „ :a°^ `e=';a ALIGN d ° ° 46'-6" �; °: *B/ HOLLOW :e 4• "•d ° CORE PLANK e 11 ROOF ,DETAIL 8 ROOF ,DETAIL 6 ROOF ,DETAIL 3 ROOF ,DETAIL SCALE: 3 - 1 -0 SCALE: 3 - 1 -0 SCALE: 3 = 1 -0 SCALE: 3 = 1 -0 Al 6 A2.2 PREFINISHED METAL PREFINISHED TAPERED- RIDGE CAP RIB PROFILE METAL ROOF PANEL WITH EXPOSED PREFINISHED TAPERED-RIB EXISTING ELEVATOR FASTENER PROFILE METAL ROOF PANEL CORE CONCRETE WALL PREFINISHED Z-CLOSURE WITH EXPOSED FASTENER CONTINUOUS SEALANT PREFINISHED METAL EAVE PREFINISHED Z-CLOSURE AND TERMINATION BAR _ FLASHING , PREFINISHED TRIM WITH DRIP EDGE OVER 4 „- PREFINISHED EAVE TRIM PREFINISHED METAL CONTINUOUS CLEAT 4 PREFINISHED METAL ASSEMBLY PER MFR SIDEWALL FLASHING BEYOND ,d SIDEWALL FLASHING PREFINISHED Z-CLOSURE • ,, PERFORATED METAL • d _ - - PANEL. PROVIDE PREFINISHED ; < a n `d PERFORATED METAL PANEL NEOPRENE GASKET OR d F CO( 41 CONTINUOUS CLEAT „ - ° PAD BETWEEN DISSIMILAR ;6' .'�e ;_, _:4`°e PREFINISHED TAPERED- 0 O,Q °a ,, a `:. METALS RIB PROFILE METAL 9O a °_ - ^� e d : , - A' ° " < a d.^ ROOF PANEL WITH O ° d , ed a d < ,•_n ; - d, PRECAST HOLLOW CORE <,Q EXPOSED FASTENER fJUL1SASS'A CID R E a. a° vd b a PLANKS, REF STRUCTURAL 1 e �• - - d> a•a _ _m. ARC,004034 5 44'-3" PRECAST HOLLOW DD BLOCKING ) °_ _ ',' e: _ a°° CORE PLANKS- REF. a a PRECAST HOLLOW O ' B/ HOLLOW CORE PLANK d da °,d °:'< " a Q;� da °' _' a'.d '"' STRUCTURAL PREFINISHED :� - CORE PLANKS, REF. °a° '_ FysF RG�\ o- CONTINUOUS CLEAT a .°, a ° STRUCTURAL d _ ALIGN - ° FASTEN TOP OF BRAKE METAL TO UNDERSIDE OF ° d ° NEW PREFINISHED - PRECAST HOLLOW CORE FOR CONSTRUCTION GALVANIZED DOWNSPOUT. PLANK SUPPORT AT MID-SPAN WITH _ GALVANIZED HANGER. �� d CONNECT INTO EXISTING a Q. P °°� -a o- PROJECT: DOWNSPOUT ON BACKSIDE _ - - "_� - _ _ _ " OF EXISTING ELEVATOR _ INTUMESCENT COATING STRUCTURAL BEAM; NT 4 CITY OF FORT COLLINS 2 1/2" V-7 1/4" ~ ro V-9 3/4" 16 GA. PREFINISHED BRAKE METAL TO WRAP HSS BEAM - CCPS SHORING & PROVIDE WEEP HOLES AT 10 ROOF DETAIL 71�8" CORNERS 5 ROOF DETAIL 2 ROOF DETAIL STAIR REPLACEMENT SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" DESIGN EXISTING ELEVATOR CORE CONCRETE WALL BEYOND A PREFINISHED TAPERED-RIB PROFILE METAL ROOF PANEL PREFINISHED TAPERED-RIB WITH EXPOSED FASTENER PRECAST HOLLOW STEEL BENT PLATE AND PRECAST HOLLOW PROFILE METAL ROOF PANEL CORE PLANKS, REF ATTACHMENT, REF CORE PLANKS, REF. WITH EXPOSED FASTENER PRECAST HOLLOW CORE 120 N MASON ST. STRUCTURAL - -< STRUCTURAL, PAINT- STRUCTURAL PLANKS, REF. STRUCTURAL INTUMESCENT COATING PREFINISHED Z-CLOSURE FORT COLLINS, CO 80524 PREFINISHED SIDEWALL FLASHING BEYOND PREFINISHED TAPERED- � � RIB PROFILE METAL ROOF PREFINISHED EAVE TRIM PREFINISHED END DATE: 12/12/2024 FASTEN TOP OF BRAKE ASSEMBLY PER MFR CLOSURE PER MFR METAL TO UNDERSIDE OF PANEL WITH EXPOSED l PRECAST HOLLOW CORE FASTENER DESIGNED: CMW a' PRECAST HOLLOW CORE ' - "' PREFINISHED TRIM WITH DRIP PLANK ° �. ' - - EDGE OVER CONTINUOUS CLEAT 4 PLANKS, REF STRUCTURAL STRUCTURAL BEAM; _ , , DRAWN: CMW �. ° ' ' °° °°a GUTTER ATTACHED TO HOLLOW PREFINISHED EAVE d. . °d .e ° 4'd a °.,- PAINT- INTUMESCENT TRIM WITH DRIP ° °- CORE CONCRETE PANEL COATING a `. ° _ °_�° ° ° °_ REVIEWED: JMS —N EDGE OVER =d FASTEN TOP OF BRAKE CONTINUOUS CLEAT nd Id,°' A� °' ; ° a °6 1/4 METAL TO UNDERSIDE OF PRECAST HOLLOW CORE CN PREFINISHED CONTINUOUS CLEAT d _ sHEETTITLE: BEAM WRAP TO MATCH - - -.- °- ;• _ _ - - - - °`_°-" ° - - PREFINISHED EAVE TRIM OVER PREFINISHED TRIM OVER CONTINUOUS CLEAT;TO COVER COLUMN WRAP IN FINISH. CONTINUOUS CLEAT; TO e ° HOLLOW CORE CONRETE PANEL ROOF DETAILS BRAKE METAL TO ATTACH COVER HOLLOW CORE °' ' ° = WITH STAINLESS STEEL d ° 8 a o- d_ All OPENINGS, TYP. CONRETE PANEL ° co � FASTENERS AND GASKET �d OPENINGS, TYP. 41'-11" TO PROVIDE SEPARATION PROVIDE 1/2" GAP BETWEEN B/HOLLOW CORE PLANK OF DISSIMILAR MATERIALS DISSIMILAR METALS NEW PREFINISHED GALVANIZED 00 —oo STEEL ANGLE ATTACHMENT FOR DOWNSPOUT. CONNECT INTO PERFORATED METAL PANEL; REF. c i EXISTING DOWNSPOUT ON COLUMN WRAP 7 1/8" STRUCTURAL BACKSIDE OF ELEVATOR i PREFINISHED BRAKE 7 METAL, 16 GA- PROVIDE � PERFORATED METAL PANEL FILL WITH GROUT, REF STRUCTURAL SHEET NUMBER: OUTLINE OF WEEP HOLES AT CORNERS 16 GA.PREFINISHED BRAKE METAL STRUCTURAL COLUMN; / �� TO WRAP HSS BEAM -PROVIDE PAINT- INTUMESCENT WEEP HOLES AT CORNERS COATING �. HSS BEAM; PAINT- INTUMESCENT a COATING, REF STRUCTURAL N A2m2 ROLLER SHADE-BY OTHERS. 0 S ECTI O N DETAIL @ BEAM WRAP ROOF DETAIL ROOF DETAIL ROOF DETAIL COORDINATE WITH DOWNSPOUT 9 SCALE: 3" = V-0" 7 SCALE: 3" = 1'-0" 4 SCALE: 3" = 1'-0" 1 SCALE: 3" = 1'-0" PROJECT NO.: 0220049.01 NEW PREFINISHED GALVANIZED PANEL ELEVATION TYPICAL 5'-5" 12 13 DOWNSPOUT. SUPPORT AT MID-SPAN NOTES: EXISTING DOWNSPOUT WITH GALVANIZED HANGER. CONNECT 1. ALL PERFORATED PANELS 4 A Al INTO EXISTING DOWNSPOUT ON TO HAVE 2"SOLID BORDER A2.1 BACKSIDE OF EXISTING ELEVATOR ON PANELS, UNLESS T.O.PARAPET T.O.PARAPET OTHERWISE SHOWN. 9'-2" 50'-0" 50'-0" 3 04 A2.1 PREFINISHED TAPERED- A2.1 RIB PROFILE METAL ROOF M PANEL WITH EXPOSED 2 46'-6" FASTENER A2.2 8'-9 1/2" I B/HOLLOW 45'-4" CORE PLANK B/HOLLOW CORE PLANK C3 44'-3" :43'-10" rL Fa rn swo rt LIGHTING, REF ELEC. B/HOLLOW OC4 B/ HOLLOW CORE PLANK CORE PLANK GROUP C4 �C4 I I WRAP END OF BEAM WITH O 11 REF. STRUCTURAL SIDE PREFINISHED BRAKE METAL TO 223 WILLOW STREET 7'-11 3/4" A6.3 NEW PREFINISHED FOR PANEL ENSURE INTUMESCENT PAINT IS FORT COLLINS, COLORADO 80524 GALVANIZED DOWNSPOUT. FRAMING; PAINT- CONCEALED,TYP (970) 484-7477/info@f-w.com SUPPORT AT MID-SPAN HIGH PERFORMACE WITH GALVANIZED HANGER. COATING, TYP REF. STRUCTURAL FOR ROOF CONNECT INTO EXISTING PANEL FRAMING; PAINT- HIGH Op O Op DOWNSPOUT ON BACKSIDE O O O OD PERFORMACE COATING, TYP OF EXISTING ELEVATOR E E E www.f-w.com LINE OF BALUSTER Engineers Architects I Surveyors Scientists T.O. LEVEL 4 BEHIND PANEL, TYP. T.O. LEVEL 4 1 0o 35'-10° 3'-6 1/2" 3'-6" 3'-6 1/2" 4'-11 1/2" 35'-10" oo° � 4'-11" 3'-6" 4'-11" � ISSUE: o 1 # DATE: DESCRIPTION: 13'-4" C3 '� 11 LINE OF BALUSTER 11 A6.3 8'-0" BEHIND PANEL, TYP. A6.3 4 WEST ELEVATION 2 NORTH ELEVATION SCALE. 1/4 = 1 -0 SCALE. 1/4, — 1 -0 00 � LO 13 12 0 N N Al 1 Cl) 4 A6.1 A A2.11 T.O.PAR PE 1 2 T.O.PARAPET 50 50-0"'-O�*C2 A6.2 A6.1 2 46'-6" A2.1 B/ HOLLOW CORE PLANK 8'-2" 44'-3" C2 B/HOLLOW LL �w CORE PLANK C C N 42'-0" ` C4 S C1 B/ HOLLOW CORE PLANK I? i? C N M S NEW PREFINISHED GALVANIZED DOWNSPOUT. SUPPORT AT MID-SPAN F CO( WITH GALVANIZED HANGER. CONNECT 0 O,Q w INTO EXISTING DOWNSPOUT ON 16 �8" 8" PERFORATED AREA, TYP. BACKSIDE OF EXISTING ELEVATOR 0 .� — — — — — — — — — T.O. LEVEL 4 — — — — — — — — — 35'-10" / ULISA IE T.O. LEVEL 4 C1 2" BORDER,NON PERFORATED 2'-7 1/8" 2'-7" 1'-8 1/2" �I 11* 35'-10" nosa e AREA, TYP. �' �71 � �U O � SFD p,RG�\ 6 CANOPY METAL PANEL ELEVATIONS 0 0 - 0 � dM SCALE. 1/2 = 1 -0 LEVEL 3 LANDING LEVEL 3 LANDING PANEL ELEVATION TYPICAL 30'-10" 30'-10" FOR CONSTRUCTION NOTES: 1. ALL DIMENSIONS ARE APPROXIMATE AND 1'-7 1/2" SHALL BE VERIFIED BY GC PROJECT: STAIR HIOP FINAL 2'-6 1/2" 6� r, - T.O. LEVEL 3 CITY OF FORT COLLINS — DRAWINGS PRIOR TO �— '4° � T.O. LEVEL 3 25'_10" PRODUCTION. 2'-82'-9" 2'-8" +� 25'-10" 2. ALL PERFORATED — PANELS TO HAVE 2" - Z SOLID BORDER ON - Go O PANELS, UNLESS QQ OTHERWISE SHOWN. cv ^ CCPS SHORING & — — — , STAIR REPLACEMENT — _ — LEVEL 2 LAN_DING — — — — —f - —4'-1 3/4" �— 4'-1 3/4" — — — — LEVEL 2 LANDING i — — — — — — — 20'-10° 20-10 OF OG BALUSTER BALUSTER DESIGN 4'-10 1/2" T-6 T.O. LEVEL — — _ T.O. LEVEL 2+ 2 — — — - — — — — — — 15'-10" 15-10" 120 N MASON ST. FORT COLLINS, CO 80524 iv iv GROUND LEVEL- GROUND LEVEL- LANDING 2 - T LANDIN10_G DATE: 12/12/2024 10'-100 _ -_ DESIGNED: CMW - 'I r - - - DRAWN: CMW - GROUND LEVEL- GROUND LEVEL- L- - REVIEWED: JMS 2'-7 1/2" — LANDING 1 -i, - -` LANDING 5'-10" ; 5-10" 4'-1 1/4" X 2'-9" �g° - - SHEET TITLE: ° �d EXTERIOR N \, GROUND LEVE — - - GROUND LEVEL ELEVATIONS rn rn I N N I GALLERIA LEVEL GALLERIA LEVEL ; 2 1/4 Q SHEET NUMBER: � PERFORATED AREA, TYP. 2" BORDER,NON PERFORATED m AREA, TYP. A3ml RAILING METAL PANEL ELEVATIONS EAST ELEVATION SOUTH ELEVATION 5 SCALE: 1/2" = 1'-0" 3 SCALE: 1/4" = 1'-0" 1 SCALE: 1/4" = 1'-0" PROJECT NO.: 0220049.01 13 12 12 13 4 2 A2.1 A2.1 T.O.PARAPET T.O.PARAPET - — — — — — 50'-0„ 3 NEW PREFINISHED A2.2 GALVANIZED DOWNSPOUT. SUPPORT AMID-SPAN NEW DOWNSPOUT. HEDSUP GALVANIZED Fa rn swo rt WITH GALVANIZED HANGER. DOWNSPOUT. SUPPORT AT MID- 2 CONNECT INTO EXISTING SPAN WITH GALVANIZED HANGER. CONNECT INTO GROUP A2.1 DOWNSPOUT LE BACKSIDE 0( 0 0 0 00 0 0 0 0 0 0 0 EXISTING DOWNSPOUT ON 0 0 0 0 ( 0,00, 0 0 0 0 OF EXISTING ELEVATOR BACKSIDE OF EXISTING C2 = ELEVATOR 223 WILLOW STREET C3 FORT COLLINS, COLORADO 80524 C3 C2 (970)484-7477/info@f-w.com LL Da DASHED LINE SHOWS .-,Z_ _ www.f-w.com N DASHED LINE T-6" CLEAR HEIGHT, TYP. - ' o O O 0 0 0 0 c' Engineers Architects I Surveyors Scientists C1 SHOWS 7'-6" CLEAR HEIGHT, TYP. C4 C1 ISSUE: 11 # DATE: DESCRIPTION: A6.3 1 1'-0" 9T @ 11" EA= 8'-3" 5'-3 1/2" 1 03/07/2025 Permit Response V2 I I I ------ ---- SIM 13 COLUMN WRAP SEAM A6.3 13 U A6.3 I T.O. LEVEL 4 T.O. LEVEL 4 — 35E10" — — — — — — — — — 3 EL 4 12 I 't A6.3 1 Q 1 / / w \ \ o LIGHTING, - I REF ELEC o \ \ \ \ I I LEVEL 3 LANDING \�* LEVEL 3 LANDING 30'-10" LIGHTING, REF ELEC. ----------------------- _--� - - - - 0 1 _0„ ip COLUMN WRAP SEAM 1'-2 1/2" 11" 9T @ 11" EA=8'-3" 5'-3 1/2" 1'-0 1/2" 14 2" MIN. EXPANSION JOINT, TYP. J 1 A6.3 — T.O. LEVEL _ — _ T.O. LEVEL 3 OF CO( 12 25 10 �f. 0� A6.3 V-2 TYP / `_° A6.3 900 Qd 4 c \ o \ 12 -9 JULIE MARIE A6.3 S tt C.00403 j --- - -=-=---'=- -- =-- -- - \ 2'-8" 2'-9" 2'-91/2„ I oV i C' / LIGHTING, REF ELEC \ \ \ I tfso% " LEVEL 2 LANDING I LEVEL 2 LANDING r-2°TYP - 20'-10° - - - 20'-10° FOR CONSTRUCTION I I LIGHTING, REF ELEC. - _ - - II I 9 A6.3 - - — — — ___ O PROJECT: 1 0 CITY OF FORT COLLINS V-2 1/2" 11 9T I V EA=8'-3" 5'-3 1/2" V-0 1/2" COLUMN WRAP SEAM LIGHTING, REF ELEC - T.O. LEVEL 2 �\ U T.O. LEVEL 2 15-10 1 1\ = 8 15-10" A6.3 CCPS SHORING & --- _ 9 � � STAIR REPLACEMENT w - DESIGN A6.3 1 DASHED LINE SHOWS T-6" CLEAR DASHED LINE SHOWS o HEIGHT, TYP. GROUND LEVEL- 7'-6" CLEAR HEIGHT, TYP. \ \ \ GROUND LEVEL- 1 LANDING 2 8 LANDING 2 1 10'-10" 10'-10" 0 � A6.3 1'-8 1/2" 120 N MASON ST. LIGHTING, REF ELEC. FORT COLLINS, CO 80524 I 5 - o A6.3 - - - - , 1/2" 10T @ 11" EA=9'-2" 5'-2' COLUMN WRAP SEAM -------+ \\\ `-------- ------ DATE: 12/12/2024 GROUND LEVEL- GROUND LEVEL- DESIGNED: CMW 7_7� LANDING 1 \ — LANDING 1 2 / 5-10 5-10 DRAWN: CMW A6.3 o REVIEWED: JMS Q 3 SIM w o A6.300 , co� �\ \ L0 SHEET TITLE: ro a o 1 M 2 \ M STAIR SECTIONS A6.3 N N A6.3 \ , GROUND LEVEL GROUND LEVEL — 0'-0„ 0-0 -I I I�I I I III1 t IIIIIIIIIIIIIIIIIIIIIIIII-III I I=1 I IIIIIIII I I��I I I I�I I I�I I I�I I I� � �I I IIIIIIII I I�I I II III1 I I� � �I I I1 I I�I I I- .III.�I I I�I I IIIIIIIIIIIIIIII=1 I I 'I I I I '., T� =III 1 A6.3 SHEET NUMBER: I I < A6ml u STAIR SECTION - WEST STAIR SECTION - EAST N11 = 1 11 11 = 1 11 M SCALE: 3/8 1 -0 SCALE: 3/8 1 -0 PROJECT NO.: 0220049.01 13 12 T.O.PARAP ET 2 4 A2.1 A2.1 Fa rn swo rt GROUP 223 WILLOW STREET O O Q Q O QO O 0,0 O 00 O 1 FORT COLLINS, COLORADO 80524 (970)484-7477/info@f-w.com O OQ . OOOQQ�QC�Q u_ iv www.f-w.com Engineers Architects I Surveyors Scientists ISSUE: # DATE: DESCRIPTION: 1 03/07/2025 Permit Response V2 10 A6.3 I T.O. LE35VEL 4 - - - - - � - - - I I 0 iC) - - - - LEVEL 3 LANDING* \ 30'-10" I \ � �o \ \ dw L. o (D o \ \ \ I T.O. LEVEL 3 - — — 25-10" �� pF C 0(0�9 Q, O h c') JULIE MARIE SASS ARC.004034 5 CJ 1 LEVEL 2 LANDING 1'-0"wP — — — — 20'-10° FOR CONSTRUCTION \o - _ \ LO 3 dQ 1 h A6,3 LU \ O PROJECT: ro U \ CITY OF FORT COLLINS _ T.O. LEVEL 2 2 - CCPS SHORING & A6.3 STAIR REPLACEMENT LO DESIGN GROUND LEVEL- _ LANDING 2 \ 10'_10" 120 N MASON ST. \ dQFORT COLLINS, CO 80524 LU \ o \ DATE: 12/12/2024 o \ I � \ \ \ GROUND LEVEL— DESIGNED: CMW - I LANDING 1 \ 5'-10" DRAWN: CMW w V z REVIEWED: JMS U _j 3'-8" 3'-6" o Q L) L0 SHEET TITLE: LU ' STAIR SECTIONS GROUND LEVEL IIIIIIIIIIIIIIIIII L IIIIIIIIIIIIIIIIII LIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 SHEET NUMBER: < A6m2 c0 0 0 STAIR SECTION - WEST 2 M SCALE: 3/8" = V-0" PROJECT NO.: 0220049.01 11" NOTE: PROVIDE 16 GA. STAINLESS STEEL FASTENER PREFINISHED BRAKE METAL AND STAINLESS STEEL 11" 2" MIN. CLOSURE AT BOTTOM OF CONTINUOUS CLEAT- — GUARDRAIL EXPANSION JOINT GUARDRAIL COLUMN; COLOR TO MATCH PROVIDEN1/2" GAP BETWEEN 2" MIN EXPANSION JOINT COLUMN WRAP - PROVIDE WEEP DISSIMILAR METALS NOSING AT TOP STAIR TREAD STEEL GRATING HOLES AT BOTTOM CORNERS 2" MIN. EXPANSION JOINT STEEL GUARDRAIL BEYOND EXISTING GRATING PARKING DECK NOSING EXISTING PARKING DECK PROVIDE 1/2" � \ GAP BETWEEN STRUCTURAL STEEL; REF \ HSS BEAM AND NEW iv DISSIMILAR STRUCTURAL. COATED IN HSS STEEL, PAINT- STIFFENER PLATE; REF \ METALS INTUMESCENT PAINT HANDRAIL HSS, REF INTUMESCENT COATING STRUCTURAL DETAIL WITHIN COLUMN WRAP STRUCTURAL 10/S3.1, PAINT- WRAP 16 GA. STEEL GRATING \ PREFINISHED METAL COLUMN WRAP; INTUMESCENT COATING PREFINISHED VERTICAL SEAM ON EXISTING Fa rn swo rt Z-CHANNEL TO BE INSTALLED PRIOR \ BRAKE METAL II COLUMN WRAP GUARDRAIL ANGLE, REF \ TO INTUMESCENT COATING UP AND OVER COLUMN WRAP STRUCTURAL 0o EXISTING ANGLE, GALVANIZED GROUP OUTSIDE EDGE OF LANDING C- PAINT- INTUMESCENT MTL STUD _ fl/2' 4" 1 1/2" COATING, REF \ CHANNEL CHANNEL STRINGER, STRUCTURAL GALVANIZED 7/8" \ 223 WILLOW STREET BALUSTER AT END M HAT CHANNEL 1 7/8" EXPANSION JOINT REF STRUCTURAL FORT COLLINS, COLORADO 80524 GALVANIZED MTL STUD — _ T.O. LEVEL 4* 1 7/8" FULL LENGTH OF HSS BEAM \ (970)484-7477/info@f-w.com FRAMING TO WRAP EXISTING ANGLE, 35-10" T � STRUCTURAL BEAM; \ PAINT- SUPPORT ANGLE, REF \ M INSIDE EDGE OF LANDING C- REF STRUCTURAL. INTUMESCENT EXPANSION JOINT FULL STRUCTURAL \ CHANNEL WITH GUARDRAIL ABOVE WRAP TO EXTEND FULL \ COATING, CONTINUE LENGTH OF HSS BEAM BRAKE METAL WRAP NOTE: SEE DETAIL 13/A6.3 FOR CONDITION AT LEVEL 4 \ www.f-w.com LENGTH OF BEAM Engineers Architects I Surveyors Scientists 8"GUARDRAIL FORM FIT PANEL AROUND TO COVER - -OPENING — — — STRUCTURAL CONNECTION - FASTEN TOP OF BRAKE STRINGER @ PARKING DECK PROVIDE 1/2" GAP BETWEEN METAL TO PRECAST 16 GA.PREFINISHED `' 4 ISSUE: DISSIMILAR METALS CONCRETE 8 BRAKE METAL; "' HSS BEAM AND NEW SCALE: 1 1/2" = V-0" SUPPORT STIFFENER PLATE; REF # DATE: DESCRIPTION: GUARDRAIL TO START AND 16 BRAKE METAL- COLOR ANGLE, REF COLOR TO MATCH STRUCTURAL DETAIL STOP TO ALLOW FOR COLUMN BRAKE METAL; COLOR STRUCTURAL COLUMN WRAP- 10/S3.1, PAINT- TO MATCH COLUMN PROVIDE WEEP INTUMESCENT COATING 8" BRAKE METAL WRAP TO WRAP TO SIT OVER C-CHANNEL WRAP- PROVIDE WEEP HOLES AT CORNERS HANDRAIL ABOVE HOLES AT CORNERS CHANNEL EXISTING STEEL ANGLE; CONCEAL INTUMESCENT STRINGER, GALVANIZED MTL STUD REF STRUCTURAL, PAINT- COATED STRUCTURAL GUARDRAIL BALUSTER AT END REF /8" INTUMESCENT COATING BEAM AND ANGLES FRAMING TO WRAP EDGE OF STEEL GRATE LANDING STRUCTURAL STRUCTURAL BEAM; REF EXISTING PRECAST STRUCTURAL. WRAP TO PARKING STRUCTURE - CHANNEL STRINGER, EXTEND FULL LENGTH OF r PROVIDE 1/2" GAP REF STRUCTURAL BEAM FASTEN TOP OF BRAKE BETWEEN DISSIMILAR METAL TO PRECAST METALS iv CONCRETE [7/8' 4" 7/8" HSS BEAM, PAINT- \ cO - INTUMESCENT COATING dL COLUMN DETAIL STRINGER @ LEVEL 4 STAIR DETAIL STEEL COLUMN, < \ 6 SCALE: 3" = V-0" 3 SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = V-0"10 REF STRUCTURAL \ N HSS COLUMN, PAINT- STEEL GRATING INTUMESCENT COATING NOTE: PROVIDE i\STAINLESS STEEL ol 6 3/8" NOSING STIFFENERS AT BASE OF 1 1/2" - PREFINISHED METAL \ COLUMN COVER CLR 1 1/2" / COLUMN WRAP; Z-CHANNEL CLR CLR _ TO BE INSTALLED PRIOR TO SUPPORT ANGLE, \ INTUMESCENT COATING REF STRUCTURAL 1 1/2" SQUARE GUARDRAIL 1 1/2" SQUARE GUARDRAIL EDGE OF PRECAST CONCRETE \ 1 1/2" O.D. PIPE 1 1/2" O.D. PIPE PARKING STRUCTURE HANDRAIL, TYPICAL HANDRAIL, TYPICAL BRACKETS @ 5-0" BRACKETS @ 5-0"O.C. O.C. MAXIMUM w MAXIMUM SPACING, TYPICAL SPACING, TYPICAL w Q COLUMN @LEVEL 4 LANDING - OUTSIDE STRINGER a - > � N - N - 7 SCALE: 3" = V-0" 3 SCALE: 1 1/2" = 1'-0" �� I 'll, C0t0o9 PERFORATED METAL w Zh FACE OF EXISTING WALL M �� O PANEL - - JULIE MARIE o �' o 1 1/2"VERTICAL F� BALUSTER AT END GUARDRAIL TO START AND $QSS SQUARE BALUSTERS STOP TO ALLOW FOR COLUMN C 1 1/2" 13 6 3/8"GUARDRAIL WRAP TO SIT OVER C-CHANNEL % AR j.p 1zj34 e�U 1 SQUARE 1 VERTICAL EDGE OF LANDING C-CHANNEL GUARDRAIL SQUU OPENING ARE BALUSTERS �'vS�cp ARp�\ N BALUSTER AT END \ 1 1/2" SQUARE iv N FORM FIT PANEL AROUND \ STEEL GRATING GUARDRAIL COLUMN COVER WITH N U STRUCTURAL CONNECTION - VERTICAL SEAM , TYP. 1 1/2" ih CHANNEL STRINGER, �, U `� PROVIDE 1/2" GAP BETWEEN FOR CONSTRUCTION SEE STRUCTURAL —z DISSIMILAR METALS NOSING COLUMN COVER HORIZONTAL - \\, - z Cl) PREFINISHED METAL COLUMN WRAP; \ N SUPPORT ANGLE, REF N w SEAM AT CENTER OF STRUCTURAL � Z-CHANNEL TO BE INSTALLED PRIOR LANDING DEPTH, TYP. d � TO INTUMESCENT COATING SUPPORT ANGLE ATTACHMENT, REF z PROJECT: STRUCTURAL HANDRAIL HSS STEEL, PAINT- TERMINATES AT LANDING ° z 1 1/2" INTUMESCENT COATING CITY OF FORT COLLINS OPENING, REF STRUCTURAL ABOVE -� N CLR STEEL CONNECTION TO C-CHANNEL; CHANNEL STRINGER \ CHANNEL STRINGER, REF STRUCTURAL REF STRUCTURAL STEEL GRATING — N REF STRUCTURAL \ INSIDE C-CHANNEL STEEL GRATING STEEL U WITH GUARDRAIL ABOVE \ 1V_ GRATE SUPPORT/g�� 4" 3/8" STEEL COLUMN, REF STRUCTURAL STRUCCTURALGLE, REF \ \ CCPS SHORING & LANDING � 1 1/2" SQUARE GUARDRAIL 1 1/2" RAILING DETAIL @ MTL PANEL RAILING DETAIL @ WALL I "' �`''� NOTE: PROVIDE STAINLESS STEEL STAIR REPLACEMENT CLR CO 12 9 5" LANDING STIFFENER ANGLES AT BASE OF SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = V-0" OPENING COLUMN COVER. PROVIDE 1/2" GAP DESIGN BETWEEN LANDING AND COLUMN NOTE: REFER TO SPECS AND VWRAP FOR DISSIMILAR METALS. ALTERNATE BID FOR MATERIAL TYPE/FINISH FOR ALL SUPPORT 6 COLUMN DETAIL @ LANDING 2 TYPICAL STAIR DETAIL 1 1/2" O.D. PIPE iv HANDRAIL, TYPICAL FRAMES AT RAILINGS, GUARDRAILS, AND DECORATIVE 1 1/2" SCALE: 3" = V-0" SCALE: 1 1/2" = V-0" SCREENS ifl CLR MAXIMUM SPACING,BRACKETS @ -0" O.C. 1 1/2" SQUARE GUARDRAIL 120 N MASON ST. NOSING TYPICAL 1 1/2" SQUARE GUARDRAIL FORT COLLINS, CO 80524I?� iv 1 1/2" O.D. PIPE 19 HANDRAIL, TYPICAL 1/2"x 1/2"VERTICAL SQUARE GUARDRAIL BALUSTERS @ 3 1/2"TYP DATE: 12/12/2024 o BRACKETS @ 5-0" O.C. M MAXIMUM SPACING, TYPICAL 1/2"x 1/2"VERTICAL SQUARE 1 1/2"VERTICAL SQUARE \ � ,,, � CHANNEL DESIGNED: CMW BALUSTERS 3 AL TYP w BALUSTERS / STRINGER, REF \ @ 11/2" z �� STRUCTURAL \ LU a N DRAWN: CMW In 11" MIN / STEEL GRATING \ N Q N CO 1/2"x 1/2"VERTICAL SQUARE cQ / \ REVIEWED: JMS 1 1/2"VERTICAL PERFORATED METAL �j SQUARE BALUSTERS PANEL BALUSTERS @ 3 1/2"TYP o \ 04 ih GALVANIZED METAL / CLOSURE PLATE OR SUPPORT 1 1/2"VERTICAL ANGLE, ih COPED EDGE OF / CHANNEL AT GAP REF STRUCTURAL 1 1/2" SQUARE �� \ SHEET TITLE: GUARDRAIL iv 1 1/2"VERTICAL SQUARE BALUSTERS BETWEEN STRINGERS r SQUARE BALUSTERS 1 1/2 N �� 6„ \\\ \ / GALVANIZED CLIP \ \ 1 1/2" SQUARE ANGLE - REF \ 6" _ STAIR DETAILS STEEL GRATING 1 1/2" STRUCTURAL N ih GUARDRAIL 1 1/2" SQUARE N GUARDRAIL 11/2" iv Cl) r SUPPORT ANGLE, REF STEEL GRATING - a ANCHOR AND PLATE, _ STRUCTURAL REF STRUCTURAL N SUPPORT ANGLE, REF 9 d DETAIL 13/S3.1 - CHANNEL STRINGER, STRUCTURAL REF STRUCTURAL EXISTING FLOOR MCx BEAM, REF ° d SLAB °° d d ° SHEET NUMBER: °da STRUCTURAL ;a PLATE-WELD TO CHANNEL d a d " / AND GRIND FLUSH ,- EXISTING CONCRETE CHANNEL STEEL GRATING STRINGER BEYOND A6m3 a 0 STRINGER/GUARDRAIL DETAIL RAILING DETAIL @ MTL PANEL TYPICAL RAILING DETAIL METAL PAN - LANDING STRINGER a@ CONCRETE SLAB M 14 SCALE: 1 1/2" = V-0" 1 1 SCALE: 1 1/2" = V-0" 8 SCALE: 1 1/2" = 1'-0" 5 SCALE: 1 1/2" = 1'-0" 1 SCALE: 1 1/2" = 1'-0" PROJECT NO.: 0220049.01 DEMOLITION GENERAL NOTES 12 13 A. EXISTING CONSTRUCTION SHOWN DASHED IS TO BE DEMOLISHED- COORDINATE WITH NEW CONSTRUCTION B. ALL ITEMS INDICATED TO BE DEMOLISHED SHALL BE REMOVED AS TO FULLY ALLOW FOR THE PROPER FURNISHING AND INSTALLATION OF ALL SCHEDULED NEW WORK. THIS SHALL INCLUDE DEMOLITION OF ADJACENT ITEMS, ACCESSORIES, AND APPURTENANCES AS NECESSARY. C. DEMOLITION DRAWINGS ILLUSTRATE MAJOR ITEMS TO BE REMOVED. CONTRACTOR SHALL COORDINATE THESE DRAWINGS WITH NEW WORK DRAWINGS AND SHALL BE RESPONSIBLE FOR OTHER ITEMS REQUIRED TO BE DEMOLISHED TO ACCOMMODATE NEW WORK. Fa rnswo D. THE CONTRACTOR IS RESPONSIBLE FOR RETAINING AND RELOCATING ALL a' G SALVAGE AS DESIGNATED BY THE OWNER'S REPRESENTATIVE. GROUP O E. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND PROTECTION OF ALL 4 SALVAGE ITEMS. 223 WILLOW STREET I ` i FORT COLORADO 80524 / F. EXISTING ITEMS, EQUIPMENT, PLUMBING FIXTURES, ETC, TO REMAIN IN PLACE FOR COLLINS,COLLI S, / info@f DO 8 SHALL BE PROTECTED FROM DIRT AND DAMAGE DURING DEMOLITION AND XCONSTRUCTION. / G. PROTECT ALL FINISHES TO REMAIN FROM DAMAGE DURING DEMOLITION AND www.f-w.com CONSTRUCTION. Engineers Architects I Surveyors Scientists H. PRIOR TO DEMOLITION, ENSURE THE STABILITY OF ANY WALLS TO REMAIN. D07 -J I. COORDINATE WITH OWNER THE REMOVAL OF SHORING. ISSUE: # DATE: DESCRIPTION: -- =7r—Ir-7r--Tr= r=7r —F ----------oll I u I u I I J. ALL SIGNAGE THAT MAY BE IMPACTED BY WORK IS TO BE REMOVED AND I it SALVAGE, TO THEN BE REINSTALLED IN THE SAME LOCATION. I I II II II II II II II II I II DN I I I I I I II 11 II II II II II II II I I II II II II II II II II II I I it II II II II II II II I I I II II II II II II II II I D03 I 7- ,=-fi I I II II II II I� � I II II II I I I I II II II II II � �I� q u u I II I I II II II II II � I II II 0 I I I II UP I I I U II II II II � II II II I I I I II II II II II II � A II II II I I I I I II II II II II II \ q II U I I I I II II II II II\ U I II IL————_—�— —�— —�— — — -------J D04 / �i j , DEMOLITION KEYNOTES D#.# D01 DEMOLISH EXISTING STAIRS, LANDINGS, AND RAILINGS D02 PATCH CONCRETE TO MATCH EXISTING AS NEEDED FOR PREPERATION OF NEW STAIR D03 DEMOLISH EXISTING EXPANSION JOINT ADJACENT TO LANDING. MAINTAIN EXPANSION JOINT AGAINST ELEVATOR WALL D04 EXISTING HANDRAIL SITTING ON PARKING DECK TO REMAIN AND BE PRESERVED D05 DEMOLISH EXISTING GUARDRAIL AND PATCH CONCRETE DECK IN OF Coto PREPARATION FOR NEW WORK ENLARGED SECOND / THIRD LEVEL DEMOLITION PLAN 0 2 4 8 TRUE DO7 DEMOLISH EXISTING GUARDRAIL BELOW STAIRS cO JULIE MARIE 2 D07 SALVAGE AND PROTECT PARKING EQUIPMENT FOR REINSTALLATION AS SASS - SCALE: 1/4" - 1'-0" o SHOWN IN NEW LOCATION � A ?o a fi D09 SIGNAGE WITHIN SCOPE OF WORK TO BE SALVAGED FOR REINSTALLATION IN SAME PLACE D10 REMOVE STRIPING, PREP AREA FOR NEW STRIPING AS SHOWN " Ia ; refs+ 'a FOR CONSTRUCTION 12 13 12 13 PROJECT: CITY OF FORT COLLINS DN CCPS SHORING & STAIR REPLACEMENT 4 , DESIGN ice, ELEVATOR ELEV. MACHINE - i' i/i' J ROOM \ 120 N MASON ST. FORT COLLINS, CO 80524 ri ' '' I I I II II II II II II II II I I I I I II II II A u II II II II DATE: 12/12/2024 �I I I II II II II II II II II II I II II II D01 II II II II —%' II I a I u u I IIIII IIII D09 IIII I II uII nIIII uuII -�uII - nIII nuIIIII uaIIII nIIIIII uaIIIII UPDNI ►I \\\../ DESIGNED: CMW - - --------- - 1- - --- DRAWN. Cmw -----------r D10 II � II II II I I IIII II II II II II II II II I I I �� I I II II II II II � — I IIII II I II II REVIEWED: JMS L _ Ilh a u u h II UP 1 DN II u u II D02 II � �— '� II IIII II II II II II II II II I II I II II II II II II \ V �� I IIII II D06 I II II II \ — �—'�— II IIII II II II II II II II II I II I I II II II II II \ -- -- II -----_--—------— 1 =-�--____ =J �-------�=�=� �— __ ___ _ _ _ ___ ____� --- SHEET TITLE. — — �'�- - - - - - - - - - - - - - - _� o _ o ENLARGED D05 DEMOLITION PLAN S ZA SHEET NUMBER: AD1 j ■ TRUE TRUE ENLARGED FOURTH LEVEL DEMOLITION PLAN 0 2 4 8 = 3 ENLARGED GROUND LEVEL DEMOLITION PLAN o z 4 s T- N 1 SCALE: 1/4" = V-0" ° SCALE: 1/4" = 1'-0" ° M - - PROJECT NO.: 0220049.01 SYMBOLS LEGEND NOTE: NOT ALL SYMBOLS ARE USED IN CONSTRUCTION DOCUMENTS GENERAL POWER LIGHTING FIRE ALARM ONE-LINE DIAGRAM PANEL NAME-CIRCUIT NUMBER A H U\ MECHANICAL EQUIPMENT CALL-OUT: REFER TO LPA-1 1 o BRANCH CIRCUIT PANELBOARD -SURFACE MOUNTED LUMINAIRE TYPE SERVICE DROP THE EQUIPMENT DATA SCHEDULE FOR DETAILS A FCP MAIN CONTROL PANEL (FCP) LUMINAIRE - RECESSED (REFER TO LUMINAIRE SCHEDULE) FCP F/A MAIN CONTROL PANEL PLUMBING EQUIPMENT CALL-OUT: REFER TO a BRANCH CIRCUIT PANELBOARD - FLUSH MOUNTED FSA FIRE SYSTEM ANNUNCIATOR GWH1 THE EQUIPMENT DATA SCHEDULE FOR DETAILS 1LP-la NL FTR F/A TRANSPONDER OR TRANSMITTER CONNECTED FOR NIGHT LIGHT USE ESR ELEVATOR STATUS RECALL PANEL 0 DISTRIBUTION PANELBOARD OR SWITCHBOARD CIRCUIT NUMBER AND SWITCH LEG FRP F/A RELAY PANEL ### (LUMINAIRES ARE CONTROLLED BY LOCAL FAC F/A COMMUNICATOR PANELBOARD O# KEYNOTE SWITCH UNLESS DESIGNATION GIVEN) FPS FIRE ALARM ANNUNCIATION CIRCUIT POWER SUPPLY Farnsworth QT TRANSFORMER PANEL NAME QF MANUAL PULL STATION 100A4G FEEDER CALL-OUT O P SMOKE DETECTOR GROUP LUMINAIRE - SURFACE MOUNTED (DP PHOTOELECTRIC POLE MOUNTED TRANSFORMER 0 T-1 223 WILLOW STREET 1 O FOOD SERVICE EQUIPMENT DESIGNATION RECESSED LUMINAIRE CONNECTED TO THE PL PLENUM SMOKE DETECTOR 45 KVA 30 DELTA-WYE TRANSFORMER EMERGENCY POWER SYSTEM OR BALLAST/DRIVER S SOUNDER BASE ry-� 208Y/120VAC FORT COLLINS, COLORADO 80524 MOTOR CONTROL CENTER (970) 484-7477 / info@f-w.com Room name ROOM NUMBER OPEN INDUSTRIAL LUMINAIRE O DUCT DETECTOR HOUSING AND SAMPLING TUBE 101A ® CONTROL PANEL OPEN INDUSTRIAL LUMINAIRE O R THERMAL (HEAT) DETECTOR # KVA/KW GENERATOR EMERGENCY POWER SYSTEM OR R RATE OF RISE ONLY 480Y/277V, 3m, 4W www.f-w.com GROUND BAR BALLAST/DRIVER F FIXED TEMPERATURE Engineers Architects I Surveyors Scientists 1Q REVISION CALL-OUT L LINE TYPE FIXED TEMPERATURE CABLE ALL HEAT DETECTORS SHALL BE 135°, COMBINATION TYPE ° #A AUTOMATIC TRANSFER SWITCH FO WALL MOUNTED LUMINAIRE POLES issuE: UTILITY KILOWATT-HOUR METER g UNLESS INDICATED OTHWERWISE. # DATE: DESCRIPTION: NEW EQUIPMENT (TYPICAL) DP O RECESSED DOWNLIGHT- CEILING MOUNTED SUPERVISORY SWITCH - DRY-PIPE PRESSURE SWITCH SAFETY SWITCH - NON-FUSIBLE — GROUND TS SUPERVISORY SWITCH -TAMPER SWITCH O RECESSED DOWNLIGHT w/ EMERGENCY BALLAST/DRIVER -CEILING MTD. EXISTING EQUIPMENT (TYPICAL) � SAFETY SWITCH - FUSIBLE WF SUPERVISORY SWITCH -WATER FLOW SWITCH OSURFACE MOUNTED DOWNLIGHT b CONTROL DEVICE - DOOR HOLD OPEN > #AT CIRCUIT BREAKER �I ENCLOSED CIRCUIT BREAKER C O ADDRESSABLE INTERFACE MODULE 0RECESSED ADJU STAB LE/WALLWASH - CEILING MOUNTED C CONTROL DEMOLITION EQUIPMENT(TYPICAL) ® MAGNETIC STARTER M MONITORING ''------'' S SIGNALLING A V SOLENOID VALVE �1 #AF DRAWOUT CIRCUIT BREAKER I®VFD COMBINATION STARTER O �❑ POLE MOUNTED SITE LIGHTING SINGLE HEAD Ell C NOTIFICATION APPLIANCE � #AT 1 WALL MOUNT BRACKET(TYPICAL) VFD VARIABLE FREQUENCY DRIVE C CHIME Y POLE MOUNTED SITE LIGHTING - DUAL HEAD H HORN WIRING AND CONDUITS / / EQUIPMENT- MOTOR LF LOW FREQUENCY ®M #A METER CONDUIT- CONCEALED IN POLE MOUNTED SITE LIGHTING -TRIPLE HEAD F075 NOTIFICATION APPLIANCE - STROBE ONLY SUSPENDED CEILING OR WALL DUPLEX RECEPTACLE (NEMA 5-20R) DaO CANDELA VALUE AS SHOWN MINIMUM CURRENT TRANSFORMER GFI GROUND FAULT CIRCUIT INTERRUPTER SS SURGE SUPPRESSOR (ISOLATED GROUND TYPE) C WP WEATHERPROOF � 75 NOTIFICATION APPLIANCE WITH STROBE — — — CONDUIT- EXPOSED HG HOSPITAL GRADE POLE MOUNTED SITE LIGHTING -QUAD HEAD CANDELA VALUE AS SHOWN MINIMUM , I POTENTIAL TRANSFORMER TR TAMPER RESISTANT C CHIME w CONDUIT- CONCEALED BELOW C CONTROLLED H HORN � SLAB OR GRADE D DEDICATED LF LOW FREQUENCY USB STANDARD DUPLEX WITH 2 USB PORTS 0 LINEAR PENDANT Q SHUNT TRIP PUSH BUTTON CONDUIT-TURNING UP DUPLEX RECEPTACLE-ABOVE COUNTER �]F G GROUND FAULT O PENDANT 75 NOTIFICATION APPLIANCE (CEILING) PROTECTED BREAKER C CHIME STROBE CONDUIT-TURNING DOWN DUPLEX RECEPTACLE -SPLIT WIRED H HORN STROBE TRACK LIGHTING LF LOW FREQUENCY I ®'�f 0 t�G�r�� CANDELA VALUE AS SHOWN MINIMUM �,�� CONDUIT- UP AND DOWN R (CHANGE IN ELEVATION) DUPLEX RECEPTACLE- EMERGENCY POWER CARBON MONOXIDE DETECTOR ST SHUNT TRIP BREAKER ,27 EXIT SIGN - SINGLE FACE, CEILING MOUNTED S 75 CEILING MOUNTED COMBINATION VOICE EVACUATION CONDUIT- CONTINUED O DUPLEX RECEPTACLE- CEILING MOUNTED ARROW INDICATES DIRECTION OF EXIT SPEAKER AND STROBE CANDELA VALUE AS SHOWN MINIMUM CONDUIT- FLEXIBLE DUPLEX RECEPTACLE- FLUSH FLOOR MOUNTED EXIT SIGN - SINGLE FACE, WALL MOUNTED 75 COMBINATION VOICE EVACUATION SPEAKER AND STROBE #A SWITCH At 39 NOTIFICATION APPLIANCE 12/13/2024 CANDELA VALUE AS SHOWN MINIMUM CONDUIT- CAPPED � QUADRUPLEX RECEPTACLE EXIT SIGN - DUAL FACE, CEILING MOUNTED SO CEILING MOUNTED VOICE EVACUATION SPEAKER E R CONSTRUCTION 0JUNCTION BOX QUADRUPLEX RECEPTACLE -ABOVE COUNTER EXIT SIGN - DUAL FACE, WALL MOUNTED FUSE VOICE EVACUATION SPEAKER NOTIFICATION APPLIANCE JO JUNCTION BOX- EMERGENCY POWER QUADRUPLEX RECEPTACLE - FLUSH FLOOR MOUNTED EXIT SIGN WITH EMERGENCY LIGHT $RTS REMOTE TEST SWITCH CONTACTOR PROJECT: ARROW INDICATES DIRECTION OF EXIT T CITY OF FORT COLLINS ❑ CONDUIT FITTING (CONDULET) T SINGLE RECEPTACLE OmCl SPECIAL SYSTEMS EMERGENCY LIGHT PANEL NAME-CIRCUIT NUMBER EXPANSION FITTING ® SPECIAL PURPOSE RECEPTACLE a TOGGLE SWITCH LPA-1 THERMAL OVERLOAD T ACCP ACCESS CONTROL CONTROL PANEL 2 DOUBLE-POLE SINGLE-THROW (DPST)3 3-WAY DVR DVR AND RACK CCPS SHORING & ❑ SEALING FITTING O SPECIAL PURPOSE RECEPTACLE - CEILING MOUNTED 4 4-WAY b LOWER CASE LETTER DENOTES LTG. SWITCH GROUP CR CARD READER -WITH 3/4" CONDUIT STAIR REPLACEMENT D DIMMER (WALL BOX TYPE) K WITH KEY PAD 49 ELECTRONIC OVERLOAD CABLE TRAY SPECIAL PURPOSE RECEPTACLE - FLUSH FLOOR MOUNTED F FAN SPEED CONTROLLER ES ELECTRIC STRIKE WITH 3/4" CONDUIT DESIGN Ll WEK KEY OPERATED LV LOW VOLTAGE SWITCH ML ELECTRO-MAGNETIC LOCK WITH 3/4" CONDUIT MC MOMENTARY CONTACT SWITCH SPD SURGE PROTECTION DEVICE COMMUNICATIONS (FOR ROUGH-IN ONLY - SEE O FLOOR BOX-SEE SPECS OR KEYED NOTES ON OS WALL BOX OCCUPANCY SENSOR VM VIDEO MONITOR, FLAT SCREEN LCD WITH 3/4" CONDUIT DETAIL) PLAN FOR DETAILS OS2 WALL BOX OCCUPANCY SENSOR FOR TWO LEVEL SWITCHING DC DOOR STATUS SWITCH WITH 3/4" CONDUIT VFD VARIABLE FREQUENCY DRIVE TTB P PILOT LIGHT r� TELEPHONE TERMINAL BACKBOARD (PROVIDE PID POWER POLE T TIMER WITH 3/4" FIRE RATED PLYWOOD) TC TEACHER CONTROLS STATION MS MOTION DETECTOR WITH 3/4" CONDUIT 120 N MASON ST. 7 TELEPHONE OUTLET-WALL MOUNTED TE TEACHER ENTRY STATION FORT COLLINS, CO 80524 WALL MOUNTED VS WALL BOX VACANCY SENSOR PS POWER SUPPLY FOR PTZ CAMERA WITH 3/4" CONDUIT El KIRK KEY INTERLOCK T TOUCH TONE DEVICE FOR THE DEAF CEILING FAN WP WEATHERPROOF W WALL PHONE PS4 4-CHANNEL CAMERA POWER SUPPLY WITH 3/4" CONDUIT D DEDICATED TELEPHONE OUTLET CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR DATE: 12/12/2024 TELEPHONE OUTLET-ABOVE COUNTER 4 HAND DRYER Os a LOWER CASE LETTER DENOTES LTG. SWITCH GROUP i✓a INDOOR FIXED CAMERA WITH 3/4" CONDUIT DPM DIGITAL POWER METER CEILING MOUNTED DAYLIGHT SENSOR PTZ PAN TILT ZOOM DESIGNED: RCN TELEPHONE OUTLET- FLUSH FLOOR MOUNTED GAP DL GENERATOR ANNUNCIATOR PANEL a a LOWER CASE LETTER DENOTES LTG. SWITCH WP WEATHERPROOF GFI GROUP TV TV OUTLET WITH 3/4" CONDUIT DRAWN: RCN ® TELEPHONE OUTLET- CEILING MOUNTED DEAD FRONT GFI WIRING DEVICE VS CEILING MOUNTED DUAL TECHNOLOGY VACANCY SENSOR Q DATA OUTLET-WALL MOUNTED a a LOWER CASE LETTER DENOTES LTG. SWITCH GROUP HANDICAP DOOR OPERATORS - SEE ARCHITECURALS WITH 3/4" CONDUIT REVIEWED: BAI 9 © EMERGENCY POWER OFF PUSH BUTTON 171 GB GLASS BREAK SENSOR WITH 3/4" CONDUIT DATA OUTLET-ABOVE COUNTER PC PHOTOCELL NURSE CALL 0 VOLUME CONTROLLER-WITH 3/4" CONDUIT SHEET TITLE: 21 DATA OUTLET- FLUSH FLOOR MOUNTED PANEL NAME-CIRCUIT NUMBER RC ROOM CONTROLLER ® CEILING MOUNTED SPEAKER LPA-1 DATA OUTLET- CEILING MOUNTED GENERAL IF _CC NURSE CALL CONTROL PANEL LC1 LIGHTING CONTACTOR 4 WALL MOUNTED SPEAKER COMBINATION TELEPHONE/DATA OUTLET- N INFORMATION WALL MOUNTED PANEL NAME-CIRCUIT NUMBER IMS INTERCOM MASTER STATION COMBINATION TELEPHONE/DATA OUTLET- N # NURSE CALL DEVICE P PULL CORD LPA-1 INTERCOM REMOTE STATION ABOVE COUNTER B BED STATION LRP LIGHTING RELAY PANEL P PEDESTAL MOUNT CB CODE BLUE S HIGH SECURITY ❑_ COMBINATION TELEPHONE/DATA OUTLET- D DUTY STATION INV INVERTER G GENERAL USE FLUSH FLOOR MOUNTED M MASTER STATION ® COMBINATION TELEPHONE/DATA OUTLET- � NURSE CALL DOME LIGHT PUSH BUTTON SHEET NUMBER: CEILING MOUNTED ® WAP DB WIRELESS ACCESS POINT DOOR BELL SPEAKER/CHIME Q CLOCK EOml N C C DOUBLE SIDED CLOCK 0 N d N RX REQUEST TO EXIT PROJECT NO.. 022049.07 GENERAL NOTES ABBREVIATIONS COMMON REQUIREMENTS: RENOVATION NOTES: %Z IMPEDANCE MCC MOTOR CONTROL CENTER A. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, ELEVATIONS, AND BUILDING DETAILS. VERIFY A. RENOVATION OF ELECTRICAL FACILITIES WILL BE REQUIRED IN THE EXISTING BUILDING. EXISTING (E) EXISTING (ALSO COVERED BY TEXT MCP MOTOR CIRCUIT PROTECTOR LOCATION OF ALL WALL OUTLETS, SWITCHES, ETC., WITH ARCHITECTURAL DRAWINGS AND ACTUAL CONDUIT RUNS ARE GENERALLY NOT SHOWN, ALTHOUGH A FULL ATTEMPT HAS BEEN MADE TO SHOW WEIGHT) MDF MAIN DISTRIBUTION FRAME CONDITIONS. SOME EXISTING CONDITIONS, OF WHICH INFORMATION HAS BEEN TAKEN FROM EXISTING RECORD DRAWINGS OF THIS PROJECT. THE DRAWINGS SHOWING LOCATION OF EXISTING EQUIPMENT, OUTLETS, (F) FUTURE MDP MAIN DISTRIBUTION PANEL B. PRIOR TO ROUGH-IN AND FINAL CONNECTION OF EQUIPMENT, VERIFY ELECTRICAL REQUIREMENTS OF LUMINAIRES, ETC., IN EXISTING AREAS ARE APPROXIMATE ONLY. (PART) PARTIAL CIRCUIT MEPFP MECHANICAL, ELECTRICAL, PLUMBING, EQUIPMENT WITH OTHER TRADES CONSTRUCTION DOCUMENTS AND FINALIZED SHOP DRAWINGS. (R) RELOCATE FIRE PROTECTION VERIFICATION SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: VOLTAGE, AMPERAGE, TOTAL 1. DRAWINGS SHOW EXISTING CONDITIONS OF THE SITE. AN ATTEMPT HAS BEEN MADE TO SHOW A AMPERES MGB MASTER GROUND BAR LOAD, OVER-CURRENT PROTECTION REQUIREMENTS, MOUNTING HEIGHT OF ELECTRICAL CONNECTION, EXISTING BUILDING, SITE DETAILS, ETC., BUT ACCURACY CANNOT BE GUARANTEED. VERIFY EXACT CABLE TYPE AND SIZE, WIRING DIAGRAMS. LOCATIONS OF ALL CIRCUITS, CONDUITS, PIPING, EQUIPMENT, ETC. VERIFY ALL SITE AND BUILDING AC 6"ABOVE COUNTER MH METAL HALIDE DETAILS. ADA AMERICANS WITH DISABILITIES ACT MIN MINIMUM ® � C. COORDINATE SCHEDULE OF CONSTRUCTION WITH THE OWNER, OTHER TRADES AND UTILITIES INVOLVED AF AMPERES FRAME MLO MAIN LUG ONLY BEFORE TRENCHING AND INSTALLATION OF UNDERGROUND CONDUIT. USE EXTREME CAUTION DURING B. BRANCH CIRCUITS SHALL BE REUSED WHERE PRACTICAL AND SHALL, IN ADDITION, BE REMODELED AS AFCI ARC FAULT CIRCUIT INTERRUPTER MOCP MAXIMUM OVERCURRENT PROTECTION th EXCAVATION TO LOCATE EXISTING UNDERGROUND PIPING, CONDUITS, ETC. LOCATE AND PROTECT ANY REQUIRED. THE CONTRACTOR SHALL CONCEAL ALL WORK WHERE POSSIBLE. WHERE EXPOSED WORK AFF ABOVE FINISHED FLOOR MSB MAIN SWITCHBOARD GROUP BURIED UTILITIES IN AREAS OF EXCAVATION. IS REQUIRED IN FINISHED AREAS, THE CONTRACTOR SHALL USE EMT CONDUIT WITH 3/41, BEING THE MINIMUM SIZE ACCEPTABLE. AFG ABOVE FINISHED GRADE MTG MOUNTING D. GROUT AND SEAL ALL CONDUIT PENETRATIONS OF WALLS AND FLOOR SLABS TO PRESERVE FIRE RATING AHJ AUTHORITY HAVING JURISDICTION MTS MANUAL TRANSFER SWITCH 223 WILLOW STREET AND WATERTIGHT INTEGRITY. C. EXISTING ELECTRICAL WIRING WHICH WILL NOT BE MADE OBSOLETE AND WHICH WILL BE DISTURBED AIC AMPERES INTERRUPTION CAPACITY MVA MEGAVOLT-AMPERES FORT COLLINS, COLORADO 80524 DUE TO CONSTRUCTION CHANGES REQUIRED BY THIS CONTRACT SHALL BE RESTORED TO OPERATING E. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ACTUAL LAYOUT OF LUMINAIRES AND AL ALUMINUM MW MEGAWATT (970) 484-7477 / info@f-w.com CONDITION, AS REQUIRED AND/OR DIRECTED. WHERE REQUIRED, SHOWN AND/OR DIRECTED, OUTLETS CEILING TYPES. VERIFY CEILING TYPES PRIOR TO ORDERING LUMINAIRES. AND CONDUIT RUNS SHALL BE RELOCATED. IN SOME CASES IT MAY BE NECESSARY TO EXTEND AT AMPERES TRIP MWH MEGAWATT-HOURS F. REFER TO ARCHITECTURAL PLANS TO CONFIRM ALL FIRE-RATED CEILINGS AND WALLS. CONDUITS AND PULL IN NEW WIRING OR INSTALL JUNCTION BOXES AND SPLICE IN NEW WIRING OR ATS AUTOMATIC TRANSFER SWITCH N NEUTRAL REPLACE OLD WIRING WITH NEW. AWG AMERICAN WIRE GAUGE N/A NOT APPLICABLE 1. ALL PENETRATIONS OF FIRE-RESISTIVE FLOORS OR SHAFT WALLS SHALL BE PROTECTED BY BMS BUILDING MANAGEMENT SYSTEM NC NORMALLY CLOSED www.f-w.com MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UNDERWRITERS' LABORATORIES LISTINGS D. OUTLETS FROM WHICH LUMINAIRES, SWITCHES, RECEPTACLES, AND/OR OTHER ELECTRICAL DEVICES Engineers Architects Surveyors Scientists FOR"THROUGH-PENETRATION FIRE STOP SYSTEMS." THE CONTRACTOR SHALL SUBMIT SHOP ARE MOVED AND WHICH ARE NOT REPLACED OR REUSED SHALL BE REMOVED OR, IF IT IS NOT POSSIBLE C CONDUIT NEC NATIONAL ELECTRIC CODE g V DRAWING DETAILS, FURNISHED BY THE MANUFACTURER OF THE FIRE STOP MATERIAL, WHICH SHOW TO REMOVE, PLACE A BLANK COVER ON THE OUTLET BOX. WHERE OUTLETS, BOXES, ETC.,ARE CAM CAMERA NEMA NATIONAL ELECTRICAL COMPLETE CONFORMANCE TO THE UL LISTING AND SHALL BE SPECIFIC FOR EACH PENETRATION WITH COMPLETELY REMOVED, THE CONTRACTOR SHALL CUT OFF CONDUITS AND REMOVE WIRING. CB CIRCUIT BREAKER MANUFACTURERS ASSOCIATION ISSUE: ALL VARIABLES DEFINED. THESE FINAL AND APPROVED DRAWINGS SHALL BE READILY AVAILABLE TO CCTV CLOSED CIRCUIT TELEVISION NF NON-FUSED # DATE: DESCRIPTION: THE LOCAL INSPECTORS AT ALL TIMES AT THE PROJECT SITE. E. WHERE EXISTING LUMINAIRES ARE TO BE REUSED, THE ELECTRICAL CONTRACTOR SHALL CLEAN AND REPLACE LAMPS, REPAIR OR REPLACE DEFECTIVE PARTS, LENS, BALLAST, ETC.AS REQUIRED. CCW COUNTER CLOCKWISE NFPA NATIONAL FIRE PROTECTION G. ALL LIGHT FIXTURES SHALL BE EQUIPPED WITH A GREEN GROUND WIRE BONDED TO THE HOUSING. F. WHERE EXISTING CONDUIT IS TO BE ABANDONED, THE CONDUIT SHALL BE REMOVED IF IT IS EXPOSED, IN CKT CIRCUIT ASSOCIATION NIC NOT IN CONTRACT A CRAWL SPACE OR IN AN ACCESSIBLE CEILING. WHERE IT IS IMPOSSIBLE TO REMOVE THE CONDUIT, IT CL CENTER LINE H. FINISH OF ALL LIGHTING FIXTURES IS SUBJECT TO ARCHITECT'S APPROVAL. SUBMIT SAMPLES IF SHALL BE CUT OFF AND CAPPED OR PLUGGED, THAT IT WILL NOT PROTRUDE BEYOND THE FINISHED CLG CEILING NL NIGHT LIGHT REQUESTED. SURFACE. WHERE CONDUITS EXTENDING THROUGH FLOORS ARE TO BE ABANDONED, THE CONTRACTOR CO CONDUIT ONLY NO NORMALLY OPEN I. ALL LUMINAIRES WITH EMERGENCY BATTERIES SHALL HAVE THE BATTERY CHARGER CIRCUITED TO THE SHALL CUT AND CAP OR PLUG CONDUIT, THAT IT WILL NOT PROTRUDE ABOVE THE FLOOR. CRI COLOR RENDERING INDEX NP NAMEPLATE AMBIENT LIGHTING CIRCUIT IN THE SPACE BUT SHALL BE UNSWITCHED. IF THE LUMINAIRE IS INDICATED CT CURRENT TRANSFORMER NTS NOT TO SCALE AS SWITCHED, ONLY THE LUMINAIRE SHALL BE CONTROLLED BY THE SWITCHED CONDUCTORS (BATTERY G. THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE PROPER RESTORATION OF ALL CU COPPER OC ON CENTER CHARGER SHALL REMAIN UNSWITCHED). EXISTING SURFACES REQUIRING PATCHING, PLASTERING, PAINTING AND/OR OTHER REPAIR DUE TO THE OD OUTSIDE DIAMETER INSTALLATION OF ELECTRICAL WORK UNDER THE TERMS OF THIS SPECIFICATION. CLOSE ALL CW CLOCKWISE J. THE ELECTRICAL CONTRACTOR SHALL BE HELD FINANCIALLY RESPONSIBLE FOR ANY AND ALL COSTS OF OPENINGS, REPAIR ALL SURFACES, ETC., AS REQUIRED. THE CONTRACTOR SHALL EMPLOY QUALIFIED D DEDICATED OH OVERHEAD THE ENGINEERS TIME REQUIRED TO REVIEW AND RESEARCH NON-SPECIFIED EQUIPMENT SUBMITTED AND EXPERIENCED WORKMEN FOR THIS WORK. ALL RESTORATION WORK SHALL BE SUBJECT TO THE DIA DIAMETER OWN OWNER FOR SUBSTITUTION BY THE ELECTRICAL CONTRACTOR. THESE COSTS SHALL BE AUTOMATICALLY APPROVAL OF THE ARCHITECT AND/OR THE OWNER. DISC DISCONNECT P POLE INVOICED TO THE CONTRACTOR UNLESS SUCH SUBSTITUTIONS FOLLOW THE GUIDELINES FOR PA PUBLIC ADDRESS SUBSTITUTION AND ARE WITHIN THE PROPER TIME FRAME AS OUTLINED IN OTHER SECTIONS OF THIS H. ALL TEMPORARY AND REMODELING WORK SHALL BE CONSIDERED A PART OF THIS CONTRACT AND NO DIST DISTRIBUTION SPECIFICATION. EXTRA CHARGES WILL BE ALLOWED. THIS SHALL INCLUDE MINOR ITEMS OF MATERIAL OR EQUIPMENT DPDT DOUBLE POLE DOUBLE THROW PB PULL BOX NECESSARY TO MEET THE REQUIREMENTS AND INTENT OF THE PROJECT. DPST DOUBLE POLE SINGLE THROW PC PLUMBING CONTRACTOR K. FIELD ADJUST ALL LUMINAIRES REQUIRING AIMING WITH THE OWNER PRESENT AND TO THEIR I. EXAMINE ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS AND SPECIFICATIONS TO DR DUPLEX RECEPTACLE PF POWER FACTOR SATISFACTION. PH PHASE DETERMINE THE SEQUENCE OF CONSTRUCTION THROUGHOUT THE PROJECT, INCLUDING EXISTING, DWG DRAWING(S) L. ON LINEAR WALL SLOT LUMINAIRES, LAMPS SHALL BE CONTINUOUS INCLUDING CORNERS. TEMPORARY, REMODELED AND NEW AREAS. EC ELECTRICAL CONTRACTOR FIR PASSIVE INFRARED M. PRIOR TO SUBMITTING BID PROPOSAL, BIDDER SHALL EXAMINE ALL GENERAL CONSTRUCTION J. ALL ELECTRICAL CONNECTIONS REQUIRING AN OUTAGE SHALL BE MADE DURING AN APPROVED TIME ELC ELEVATOR CONTRACTOR PLC PROGRAMMABLE LOGIC CONTROLLER DRAWINGS AND VISIT CONSTRUCTION SITE TO BE FAMILIAR WITH EXISTING CONDITIONS UNDER WHICH LIMIT. CHANGEOVERS SHALL BE AS SHORT A DURATION AS POSSIBLE AND SHALL NOT INTERFERE WITH ELEC ELECTRIC/ELECTRICAL PNL PANEL THEY WILL HAVE TO OPERATE AND WHICH WILL IN ANY WAY AFFECT THE WORK UNDER THIS CONTRACT. NORMAL OPERATION OF THE OWNER'S FACILITIES. NOTICE SHALL BE REQUIRED IN ADVANCE OF A EM EMERGENCY PR PAIR NO SUBSEQUENT ALLOWANCE WILL BE MADE IN THIS CONNECTION ON BEHALF OF THE CONTRACTOR SHUTDOWN OF ANY ELECTRICAL CIRCUIT FOR CHANGEOVER,AND SUCH A CHANGEOVER SHALL BE DONE EMT ELECTRICAL METALLIC TUBING PRI PRIMARY FOR ANY ERROR OR NEGLIGENCE ON HIS PART. DURING HOURS AS DIRECTED BY OWNER. WORK SHALL BE SCHEDULED SO THAT AT NO TIME WILL ANY PT POTENTIAL TRANSFORMER EMERGENCY FEEDER, CIRCUIT, OR FIRE ALARM ZONE BE OUT OF SERVICE. PROVIDE NECESSARY EQUIP EQUIPMENT N. CONTRACTOR SHALL NOT SCALE DRAWING FOR QUANTITIES. CONTRACTOR IS RESPONSIBLE FOR FIELD TEMPORARY FEEDERS TO ACCOMPLISH THIS REQUIREMENT. EWC ELECTRIC WATER COOLER PV PHOTOVOLTAIC VERIFYING ALL MEASUREMENTS. F FUSED PVC POLYVINYL CHLORIDE K. EXISTING LOW VOLTAGE WIRING WHICH WILL NOT BE MADE OBSOLETE AND WHICH WILL BE DISTURBED FA FIRE ALARM PWC PRE-WIRED CONTROLS O. WHERE CONDUIT AND WIRING RUNS ARE NOT SHOWN ON FLOOR PLANS, THE CONTRACTOR SHALL DUE TO CONSTRUCTION CHANGES REQUIRED BY THIS CONTRACT SHALL BE RESTORED TO CONDITION, PWR POWER DETERMINE AND PROVIDE THE REQUIRED CONDUIT AND WIRING FOR SPECIFIED CIRCUITING IN OR POSITION, AS REQUIRED. PROPERLY RE-SECURE CABLE IN CHASES, CRAWL SPACES, TUNNELS,AND FAA FIRE ALARM ANNUNCIATOR ACCORDANCE WITH NEC AND THE FOLLOWING MINIMUM REQUIREMENTS: CEILING SPACES AS REQUIRED BY NEC. IN SOME CASES IT MAY BE NECESSARY TO ADD SUPPORTING FACP FIRE ALARM CONTROL PANEL RCPT RECEPTACLE 1. MINIMUM CONDUIT SIZE SHALL BE 3/4". HARDWARE TO ACCOMPLISH THIS REQUIREMENT. FC FOOTCANDLE REQD REQUIRED FLA FULL LOAD AMPERES RF RADIO FREQUENCY 2. MINIMUM CONDUCTOR SIZE SHALL BE#12 AWG. #10 AWG SHALL BE USED FOR HOME RUNS OF 20 AMP DEMOLITION: FMC FLEXIBLE METAL CONDUIT RM ROOM 0 t1Gt� BRANCH CIRCUITS OVER 100 FEET IN LENGTH. A. RETURN REMOVED MATERIAL DEEMED SALVAGEABLE BY OWNER'S REPRESENTATIVE. MATERIALS FO FIBER OPTIC RMC RIGID METAL CONDUIT ®."- A.!,-Z.;p 3. EACH RACEWAY SHALL CONTAIN AN INSULATED EQUIPMENT GROUNDING CONDUCTOR PER NEC. DEEMED NOT SALVAGEABLE SHALL BE REMOVED FROM THE PREMISES. FPC FIRE PROTECTION CONTRACTOR RNC RIGID NON-METALLIC CONDUIT (SCH 40) ��•' �� O 4. DERATING OF CONDUCTOR AMPACITY SHALL BE APPLIED PER NEC. B. REMOVE ALL EXISTING WIRING DEVICES, LUMINAIRES, WIRE, CONDUIT, ETC., AS NOTED OR INDICATED FS FUSED SWITCH RVAT REDUCED VOLTAGE - AUTOTRANSFORMER 002700 WITHIN DEMOLITION AREA. (ALL ITEMS MAY NOT BE SHOWN). REWORK AS NECESSARY CIRCUITING FSC FOOD SERVICE CONTRACTOR + ' 5. NO SHARING OF NEUTRALS ALLOWED. CIRCUIT SHALL HAVE DEDICATED NEUTRAL CONDUCTORS. WHICH REQUIRES CONTINUATION THROUGH THE AREA. SC SHORT CIRCUIT T FSD FIRE/SMOKE DAMPER ONE CIRCUIT, ONE NEUTRAL. SCC SHORT CIRCUIT CURRENT RATING C. ELECTRICAL CONTRACTOR TO PROVIDE ALL NECESSARY LABOR, CONDUIT, WIRE, CONNECTIONS, FT FOOT/FEET SDP SUBDISTRIBUTION PANEL 6. MAXIMUM SIX FOOT FLEXIBLE LUMINAIRE WHIP SHALL BE USED FOR FINAL CONNECTIONS TO ETC., FOR DEVICES, LUMINAIRES, ETC., NOTED AS "EXISTING TO REMAIN" SUCH THAT EXISTING FVNR FULL VOLTAGE, NON-REVERSING SEC SECONDARY LIGHT FIXTURES INSTALLED IN LAY-IN CEILINGS. MAXIMUM FOUR LUMINAIRE WHIPS SHALL BE CIRCUIT CONTINUITY IS MAINTAINED. FVR FULL VOLTAGE, REVERSING 12/13/2024 CONNECTED FROM ONE JUNCTION BOX. FEED THRU BETWEEN LUMINAIRES SHALL NOT BE ALLOWED. G/GND GROUND/GROUNDING SHLD SHIELD(ED) (AS IN CABLE) D. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK REQUIRED TO REMOVE/RELOCATE SHT SHEET a. EXCEPTION: ALL RECESSED LUMINAIRES IN HARD CEILINGS SHALL HAVE FEED-THRU JUNCTION ANY EXISTING ELECTRICAL EQUIPMENT SUCH THAT ELECTRIC SHOCK HAZARDS TO WORKMEN ARE GC GENERAL CONTRACTOR SPD SURGE-PROTECTIVE DEVICE BOXES. ELIMINATED DURING DEMOLITION AND NEW CONSTRUCTION. GEN GENERATOR SPDT SINGLE POLE DOUBLE THROW EFORCONSTRUCTION E. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK IN REMOVING AND REPLACING GF GROUND FAULT SPDT SINGLE POLE SINGLE THROW "EXISTING TO REMAIN" LUMINAIRES, DEVICES, ETC., AS REQUIRED SO THAT THESE DEVICES ARE NOT GFI/GFCI GROUND FAULT INTERRUPTER SR SINGLE RECEPTACLE DAMAGED DURING DEMOLITION. RELOCATED TO NEAREST APPROPRIATE LOCATION TO AVOID H HORIZONTALLY MOUNTED CONFLICTS WITH OTHER TRADES'WORK. REPLACE WITH NEW ANY"EXISTING TO REMAIN" LUMINAIRE, HG HOSPITAL GRADE SS SURGE SUPPRESSOR (ISOLATED DEVICE, ETC., NOT DEEMED SALVAGEABLE BY OWNER'S REPRESENTATIVE. HH HANDHOLE GROUND TYPE) PROJECT: HID HIGH INTENSITY DISCHARGE ST SHUNT TRIP CITY OF FORT COLLINS F. REMOVED OR DAMAGED CONDUIT, WIRE, AND FITTINGS SHALL NOT BE REUSED FOR RELOCATED OR SW SWITCH NEW DEVICES. HOA HAND-OFF-AUTO SWBD SWITCHBOARD HP HORSEPOWER SWGR SWITCHGEAR G. MAKE AS-BUILTS WITH NEW TYPED DIRECTORIES FOR ALL PANELBOARDS, INDICATING CIRCUIT HPS HIGH PRESSURE SODIUM DESCRIPTION (USED OR SPARE), CIRCUIT BREAKERS AND CIRCUIT LOAD. TBD TO BE DETERMINED HZ FREQUENCY TC TIMECLOCK H. WORK REQUIRED FOR EXISTING EQUIPMENT NOTED AS"EXISTING TO BE REMOVED" SHALL INCLUDE: 1/0 INPUT/OUTPUT TCC TEMPERATURE CONTROLS CCPS SHORING & 1. REMOVAL OF FEEDER FROM EQUIPMENT TO POINT OF FEED. ID INSIDE DIAMETER CONTRACTOR IDF INTERMEDIATE DISTRIBUTION FRAME TEMP TEMPERATURE STAIR REPLACEMENT 2. REMOVAL OR RE-CIRCUITING OF ALL BRANCH CIRCUITING. IG ISOLATED TR TAMPER RESISTANT 3. REMOVAL OF ALL FITTINGS, SUPPORTS, BRACKETS, ETC. IMC INTERMEDIATE GROUND E M DAL CONDUIT DESIGN TT THERMAL TRIP SWITCH 4. PATCHING OF WALLS, FLOORS AND CEILINGS PER ARCHITECT'S INSTRUCTIONS. ISC SHORT CIRCUIT CURRENT TTB TELEPHONE TERMINAL BOARDJB JUNCTION BOX TYP TYPICAL 5. CAPPING OF FEEDER CONDUIT AT 6"ABOVE OR BELOW FLOOR/CEILING AS REQUIRED AND K KELVIN (COLOR TEMPERATURE) U UTILITY MARKING LOCATION OF POINT OF FEED WITH AN ENGRAVED BRASS TAG. KCMIL 1000 CIRCULAR MILS UG UNDERGROUND 6. REMOVAL OF FEEDER CONDUIT IF FOUND TO BE UNSALVAGEABLE BY ARCHITECT, ENGINEER OR KV KILOVOLTS UL UNDERWRITERS LABORATORY OWNER'S REPRESENTATIVE. KVA KILVOLT-AMPERES UON UNLESS OTHERWISE NOTED I. EXISTING EQUIPMENT NOT IMPLICITLY SHOWN ON THE DRAWINGS IS INTENDED TO BE "EXISTING TO KW KILOWATTS UPS UNINTERUPTABLE POWER SUPPLY REMAIN UNCHANGED", UNLESS NOTED OTHERWISE. KWH KILOWATT-HOUR USB STANDARD DUPLEX WITH 2 USB PORTS 120 N MASON ST. LAN LOCAL AREA NETWORK V VOLTS FORT COLLINS, CO 80524 LC LIGHTING CONTACTOR VA VOLT-AMPERES LCP LIGHTING CONTROL PANEL VAC VOLTS ALTERNATING CURRENT LED LIGHT EMITTING DIODE VDC VOLTS DIRECT CURRENT DATE: 12/12/2024 LF LINEAR FOOT VFD VARIABLE FREQUENCY DRIVE LFMC LIQUID-TIGHT FLEXIBLE METAL CONDUIT VND VENDOR DESIGNED: RCN LM LUMEN W WATTS LTG LIGHTING W WIRE DRAWN: RCN LV LOW VOLTAGE WHM WATTHOUR METER MAX MAXIMUM WP WEATHERPROOF REVIEWED: BAI MC MECHANICAL CONTRACTOR XFMR TRANSFORMER MCA MINIMUM CIRCUIT AMPERES XP EXPLOSION PROOF MCB MAIN CIRCUIT BREAKER SHEET TITLE: GENERAL INFORMATION SHEET NUMBER: a EOm2 N m O N d N O N O PROJECT NO.: 022049.07 WORK INCLUDED BOXES A. THE WORK TO BE PERFORMED UNDER THIS DIVISION OF THE SPECIFICATIONS SHALL INCLUDE ALL LABOR, A. ALL PULL/JUNCTION BOXES AND ENCLOSURES SHALL: MATERIALS, EQUIPMENT, TRANSPORTATION, CONSTRUCTION, FACILITIES,AND INCIDENTALS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF ALL ELECTRICAL WORK AS SHOWN AND INDICATED ON THE 1. BE NEMA TYPE 1 FOR INDOOR DRY LOCATIONS. CONTRACT DRAWINGS,AND/OR HEREIN SPECIFIED WITH THE INTENT THAT THE INSTALLATION SHALL BE 2. BE NEMA TYPE 3R OR NEMA TYPE 4 FOR INDOOR DAMP OR WET LOCATIONS AND OUTDOOR LOCATIONS. COMPLETE IN EVERY RESPECT, READY FOR USE. COMPLY WITH THE LATEST EDITION IN FORCE OF THE NFPA CODES INCLUDING THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL 3. BE OF PROPER SIZE AND SHAPE FOR CONDUITS ENTERING THEM. CODES. 4. BE U.L. LISTED AND LABELED FOR THEIR APPLICATION. SUBMITTALS A. SUBMIT ELECTRONIC COPIES OF PRODUCT DATA, SHOP DRAWINGS, WIRING DIAGRAMS AND LITERATURE ONFarnsworth SYSTEMS INDICATED BELOW. LITERATURE SHALL BE MARKED TO INDICATE THE SIZE, TYPE OR MODEL BEING WIRE AND CABLES PROPOSED AND ALL ACCESSORIES TO BE PROVIDED. A. ALL CONDUCTORS SHALL BE COPPER, 600 VOLT, TYPE THHN/THWN UNLESS OTHERWISE NOTED. MINIMUM WIRE GROUP LIGHTING SIZE SHALL BE#12 AWG FOR POWER WIRING AND#14 AWG FOR CONTROL WIRING. B. SUBMIT ELECTRONIC COPIES OF OPERATING AND MAINTENANCE MANUAL/RECORD DOCUMENTS. B. ALL CONDUCTORS SHALL BE COLOR CODED WITH WIRE LABELS INSTALLED FOR EASY IDENTIFICATION. 223 WILLOW STREET MANUAL/RECORD DOCUMENTS SHALL CONSIST OF MANUFACTURER'S STANDARD PRODUCT DATA, C. ALL CONDUCTORS SIZE#10 AND SMALLER SHALL BE SOLID COPPER. CONDUCTORS SIZE#8 AND LARGER SHALL FORT COLLINS, COLORADO 80524 MANUFACTURER'S CURRENT PRINTED OPERATING AND MAINTENANCE INSTRUCTIONS, LIST OF ORIGINAL SPARE BE STRANDED. (970) 484-7477 / info@f-w.com PARTS, LIST OF SUPPLIERS DISTRIBUTING SPARE PARTS, RECOMMENDED QUANTITIES TO BE MAINTAINED IN STORAGE AND ALL WARRANTIES. MANUAL SHALL INCLUDE INFORMATION ON THE FOLLOWING: D. ALL CONDUCTORS FOR BRANCH CIRCUITS SHALL BE COPPER. LIGHTING E. MC CABLE SHALL NOT BE USED EXCEPT FOR FIXTURE WHIPS. www.f-w.com Engineers Architects I Surveyors Scientists GENERAL ISSUE: WIRE CONNECTIONS AND DEVICES # DATE: DESCRIPTION: A. "APPROVED EQUAL" INDICATES THE SPECIFYING ENGINEER SHALL APPROVE ALL CONTRACTOR PROPOSED A. ALL CONNECTORS SHALL BE OF MATERIAL COMPATIBLE WITH THE MATERIAL OF THE CONDUCTORS TO ALTERNATE MATERIAL OR MANUFACTURERS. ENGINEER'S DECISION IS FINAL. PREVENT CORRODING, DIFFERENCES IN COEFFICIENTS OF EXPANSION AND ELECTROLYSIS AS MANUFACTURED B. THE ELECTRICAL CONTRACTOR SHALL BE HELD FINANCIALLY RESPONSIBLE FOR ANY AND ALL COSTS OF THE BY IDEAL, BURNDY, THOMAS AND BETTS, AND 3-M. ENGINEER'S TIME REQUIRED TO REVIEW AND RESEARCH NON-SPECIFIED EQUIPMENT SUBMITTED FOR SUBSTITUTION BY THE ELECTRICAL CONTRACTOR. THESE COSTS SHALL BE AUTOMATICALLY INVOICED TO THE IDENTIFICATION CONTRACTOR UNLESS SUCH SUBSTITUTIONS FOLLOW THE GUIDELINES FOR SUBSTITUTION AND ARE WITHIN THE PROPER TIME FRAME AS OUTLINED IN OTHER SECTIONS OF THIS SPECIFICATION. A• ALL PANELBOARDS SHALL BE PROVIDED WITH A TYPEWRITTEN CIRCUIT DIRECTORY, LAMINATED AND MOUNTED WARRANTY INSIDE THE PANEL COVER. A. CONTRACTOR'S WARRANTY ON COMPLETE ELECTRICAL INSTALLATION SHALL BE FOR A TIME PERIOD OF ONE B. WIRE SHALL BE COLOR CODED IN INDUSTRY STANDARD FORMAT, COLORED CONDUCTOR OR COLORED TAPE (1)YEAR FROM SUBSTANTIAL COMPLETION. WRAPPING. B. MANUFACTURER'S WARRANTY ON ALL EQUIPMENT SHALL BE FOR A TIME PERIOD OF ONE (1)YEAR FROM WIRE COLOR CODE FOR 120/208V, 30, 4W WIRE COLOR CODE FOR 480V SUBSTANTIAL COMPLETION UNLESS NOTED OTHERWISE. PHASE A: BLACK PHASE A: BROWN COORDINATION PHASE B: RED PHASE B: ORANGE PHASE C: BLUE PHASE C: YELLOW A. IN GENERAL, COORDINATE WORK THOROUGHLY WITH OTHER TRADES, OWNER AND UTILITY COMPANIES TO NEUTRAL: WHITE NEUTRAL: GRAY PROVIDE EFFICIENT FLOW OF THE WORK AND TIMELY COMPLETION OF THE CONTRACT. GROUND: GREEN GROUND: GREEN B. COORDINATE INSTALLATION OF SERVICE ENTRANCE THOROUGHLY WITH UTILITY COMPANY. CONTRACTOR C. MINIMUM SIZE: SHALL BE RESPONSIBLE FOR ALL COSTS RELATED TO SERVICE ENTRANCE WORK, INCLUDING ANY CHARGES 1. MARKERS FOR EQUIPMENT: 1 1/8 BY 4 1/2 INCHES (29 BY 110mm). FROM THE UTILITY COMPANY. 2. MARKERS FOR CONDUITS: AS RECOMMENDED BY MANUFACTURER FOR CONDUIT SIZE TO BE IDENTIFIED. BASIC MATERIALS A. IN GENERAL ALL MATERIALS SHALL BE: NEW, U.L. LISTED FOR THE SPECIFIC APPLICATION AS SPECIFIED OR AS 3. MARKERS FOR PULL BOXES: 1 1/8 BY 4 1/2 INCHES (29 BY 110mm). REQUIRED,AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 4. MARKERS FOR JUNCTION BOXES: 1/2 BY 2 1/4 INCHES (13 BY 57mm). B. IDENTIFICATION: LAMINATED PLASTIC LABELS ON ALL EQUIPMENT, SWITCHES, CONTROLS, ETC. D. LEGEND: C. "APPROVED EQUAL" INDICATES THE SPECIFYING ENGINEER SHALL APPROVE ALL CONTRACTOR PROPOSED 1. MARKERS FOR VOLTAGE IDENTIFICATION: HIGHEST VOLTAGE PRESENT ALTERNATE MATERIAL OR MANUFACTURERS. ENGINEER'S DECISION IS FINAL. 2. MARKERS FOR SYSTEM IDENTIFICATION: CONDUIT a. OTHER SYSTEMS: TYPE OF SERVICE. A. ELECTRICAL METALLIC TUBING (EMT): COMPLYING WITH ANSI C80.3 WITH COMPRESSION TYPE FITTINGS, SIZED E. COLOR: BLACK TEXT ON ORANGE BACKGROUND UNLESS OTHERWISE INDICATED. AS SHOWN ON DRAWINGS OR IF NOT SIZED ON THE DRAWINGS, IN ACCORDANCE WITH NEC AND OTHER APPLICABLE PORTIONS OF CONTRACT DOCUMENTS. GROUNDING AND BONDING 0 t1G�r B. RIGID GALVANIZED STEEL (RGS)CONDUIT: COMPLYING WITH ANSI C80.1, THREADED CONDUIT WITH APPROVED A. ELECTRICAL INSTALLATION SHALL BE A COMPLETELY GROUNDED SYSTEM. ALL ELECTRICAL EQUIPMENT, ®.•gin A.la�:�if' FITTINGS, SIZED AS SHOWN ON DRAWINGS OR IF NOT SIZED ON THE DRAWINGS, IN ACCORDANCE WITH NEC SUPPORTS, CABINETS, ENCLOSURES, ETC. SHALL BE GROUNDED IN ACCORDANCE WITH THE NEC, AS AND OTHER APPLICABLE PORTIONS OF THE CONTRACT DOCUMENTS. SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. 4MI700 C. RIGID NON-METALLIC (PVC)CONDUIT: SCHEDULE 40 PVC TYPE COMPLYING WITH NEMA TC2, U.L. 651, AND B. ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED USING A GREEN INSULATED, COPPER, EQUIPMENT ARTICLE 347 OF NEC. FITTINGS SHALL BE PVC, CHEMICAL SOLVENT SEALING TYPE. SIZED AS SHOWN ON THE GROUNDING CONDUCTOR. CONDUIT SHALL NOT BE USED AS AN EQUIPMENT GROUNDING CONDUCTOR. DRAWINGS OR IF NOT SIZED ON THE DRAWINGS, IN ACCORDANCE WITH NEC AND OTHER APPLICABLE EQUIPMENT GROUNDING CONDUCTOR SHALL BE SIZED AS SHOWN ON THE DRAWINGS AND IN ACCORDANCE PORTIONS OF THE CONTRACT DOCUMENTS. WITH THE NEC AS A MINIMUM. Sj, At D. LIQUIDTIGHT FLEXIBLE METAL (LT) CONDUIT: FLEXIBLE STEEL CONDUIT WITH PVC JACKET WITH APPROVED LIGHTING 12/13/2024 FITTINGS, SIZED AS SHOWN ON DRAWINGS OR IF NOT SIZED ON THE DRAWINGS, IN ACCORDANCE WITH NEC AND OTHER APPLICABLE PORTIONS OF THE CONTRACT DOCUMENTS. A. LUMINAIRES SHALL BE: E. MINIMUM CONDUIT SIZE SHALL BE 3/4". 1. FURNISHED WITH PROPER OUTLET BOXES, HANGERS, HARDWARE, SUPPORTS, CANOPY EXTENSIONS. FOR CONSTRUCTION F. EMT MAY BE USED WHERE PERMITTED BY NEC EXCEPT WHERE OTHER TYPE IS SPECIFIED HEREIN OR NOTED ON DRAWINGS. 2. FURNISHED WITH 6'-0"OF FLEXIBLE CONDUIT PREWIRED (DROP IN ONLY). BE U.L. LISTED IN ACCORDANCE WITH THE NEC. G. RGS CONDUIT SHALL BE USED IN OUTDOOR EXPOSED LOCATIONS, INDOOR DAMP OR WET LOCATIONS, HAZARDOUS LOCATIONS, OR WHERE REQUIRED BY NEC AND WHERE NOTED ON DRAWINGS. B. SEE LUMINAIRE SCHEDULE ON DRAWINGS FOR DESCRIPTION. PROJECT: H. PVC CONDUIT SHALL BE USED IN UNDERGROUND INSTALLATIONS, BELOW CONCRETE FLOOR SLAB (WITH RGS FIELD QUALITY CONTROL CITY OF FORT COLLINS CONDUIT STUB UPS),WHERE REQUIRED BY NEC AND WHERE NOTED ON THE DRAWINGS. I. LT CONDUIT SHALL BE USED FOR CONNECTION TO VIBRATING EQUIPMENT IN OUTDOOR LOCATIONS, IN DAMP A. SEE SECTION 01 4000-QUALITY REQUIREMENTS FOR ADDITIONAL REQUIREMENTS. OR WET INDOOR LOCATIONS, HAZARDOUS LOCATIONS, OR WHERE REQUIRED BY NEC AND WHERE NOTED ON B. INSPECT EACH PRODUCT FOR DAMAGE AND DEFECTS. THE DRAWINGS. C. OPERATE EACH LUMINAIRE AFTER INSTALLATION AND CONNECTION TO VERIFY PROPER OPERATION. J. CONDUIT SHALL BE INSTALLED CONCEALED UNLESS NOTED OTHERWISE ON DRAWINGS. CCPS SHORING & D. TEST SELF-POWERED EXIT SIGNS, EMERGENCY LIGHTING UNITS,AND REMOTE EMERGENCY POWER SUPPLY K. WHEN NOTED ON DRAWINGS, CONDUIT SHALL BE INSTALLED EXPOSED WITH CONDUIT PARALLEL TO AND AT UNITS TO VERIFY PROPER OPERATION UPON LOSS OF NORMAL POWER SUPPLY. STAIR REPLACEMENT RIGHT ANGLES TO NEARBY SURFACES OR STRUCTURAL MEMBERS. E. CORRECT WIRING DEFICIENCIES AND REPAIR OR REPLACE DAMAGED OR DEFECTIVE PRODUCTS. REPAIR OR DESIGN L. PROVIDE CONDUIT SEALING FITTINGS IN ACCORDANCE WITH NEC AND WHERE INDICATED ON DRAWINGS. REPLACE EXCESSIVELY NOISY BALLASTS AS DETERMINED BY ARCHITECT. LOCATE FITTINGS AT SUITABLE,APPROVED,ACCESSIBLE LOCATIONS AND FILL WITH U.L. LISTED SEALING COMPOUND. INSTALL SEALING FITTINGS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. F. PROVIDE "BLACK-OUT"TEST OF EMERGENCY LUMINAIRES UPON PROJECT COMPLETION IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION. TESTING A. PERFORM COMPLETE OPERATIONAL TEST OF ELECTRICAL INSTALLATION BEFORE ACCEPTANCE BY OWNER. TEST SHALL BE PERFORMED IN PRESENCE OF OWNER'S REPRESENTATIVE. B. 600 VOLT CABLE SHALL BE TESTED FOR PROPER PHASING AND CONTINUITY. CABLE SHALL BE GIVEN A 120 N MASON ST. MEGGER TEST USING A 1000 VOLT MOTOR DRIVEN MEGGER. MINIMUM ACCEPTABLE MEGGER READINGS SHALL BE 50 MEGAOHMS. FORT COLLINS, CO 80524 C. CONTRACTOR SHALL MAKE COMPLETE AND ACCURATE RECORDS OF ALL TESTS. TEST RESULTS SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE UPON REQUEST. DATE: 12/12/2024 DESIGNED: RCN DRAWN: RCN REVIEWED: BAI SHEET TITLE: SPECIFICATIONS SHEET NUMBER: a EOm3 N m O N d N O N O PROJECT NO.: 022049.07 GENERAL NOTES A. NOT USED KEYNOTES (D 13 12 13 1 REMOVE LIGHT FIXTURE. VERIFY EXISTING CIRCUIT, ENSURE THAT ALL DEVICES G12 S NOT AFFECTED BY THIS REMODEL REMAIN CONNECTED TO THE CIRCUIT. REMOVE WIRING BACK TO THE NEAREST DEVICE REMAINING ON THE CIRCUIT.VERIFY EXISTING CONDUIT CONDITION AND SAVE FOR RE-USE IF APPLICABLE. 2 POWER AND DATA CONNECTIONS FOR EXISTING PAY STATION WILL BEFarnsworth RELOCATED. REFER TO NEW PLAN FOR LOCATION. 3 NO DEVICES TO BE DEMOLISHED IN THIS AREA. GROUP 223 WILLOW STREET FORT COLLINS, COLORADO 80524 (970) 484-7477 / info@f-w.com www.f-w.com Engineers Architects I Surveyors Scientists ISSUE: # DATE: DESCRIPTION: 13 I li i I I i I i I - - -=I O � O OT I y I I I I I EI - - --- -------------L---- A1 0 Ll tea. y`,O i 4MI700 �,,. LEVEL 3 / T.O. LEVEL 4 LANDING LIGHTING PLAN o 2 4 8 TRUE SECOND LANDING / T.O. LEVEL 2 LIGHTING PLAN o 2 4 8 TRUE � 4+R--e.... 4 SCALE: 1/4" = 1'-0" ° 2 SCALE: 1/4" — 1'-0" ° �t¢NAL 12/13/2024 12 13 G 13 FOR CONSTRUCTION PROJECT: CITY OF FORT COLLINS CCPS SHORING & STAIR REPLACEMENT DESIGN O -� ��-�1 120 N MASON ST. I 1 ----- r---------n- FORT COLLINS, CO 80524 I ; ' I I TI I T II I T T DATE: 12/12/2024 I T 1 j 0 1 I 1 1 I I 1 1 --------------------I DESIGNED: RCN - ---------------- 0 y O O DRAWN. RCN y REVIEWED: BAI Al Al SHEET TITLE: LIGHTING DEMOLITION PLAN SHEET NUMBER: ED1 a ■ N TRUE TRUE N LEVEL 2 LANDING / T.O. LEVEL 3 LIGHTING PLAN o 2 4 8 GROUND LEVEL / LANDING 1 LIGHTING PLAN o 2 4 8 = N 3 0 1 SCALE: 1/4" = 1'-0" ° SCALE: 1/4" = 1'-0" ° PROJECT NO.: 022049.07 GENERAL NOTES A. EXISTING EXIT SIGNS TO REMAIN. B. PANEL HG LOCATED IN ELECTRICAL ROOM ON FIRST FLOOR OF BUILDING. REFER TO 12 13 3/E4.1 FOR LAYOUT. KEYNOTES 0 1 PROVIDE MOUNTING STRUCTURE TO SUPPORT FIXTURE FROM BOTH BRACKETS OF STAIRWAY LANDING. REFER TO MOUNTING DETAIL 2/E4.1. EXTEND FROM EXISTING CONDUIT RUN AND RUN ALONG STRUCTURE TO LANDING. PROVIDE NEW WIRING FOR CONDUIT. REFER TO ED1.1 FOR RELATED INSTRUCTIONS FOR EXISTINGFarnsworth CONDUIT. RECONNECT TO EXISTING CIRCUIT PREVIOUSLY SERVING STAIRWELL FIXTURES AND PROVIDE NEW WIRING. GROUP 12 13 2 MOUNT FIXTURE DIRECTLY ON SURFACE OF NEW ROOF. 223 WILLOW STREET 3 RECONNECT POWER AND DATA CONNECTIONS TO EXISTING PAY STATION UNIT IN FORT COLLINS, COLORADO 80524 O O NEW LOCATION EXTENDING EXISTING CONDUIT AND WIRING RUNS ALONG (970) 484-7477 / info@f-w.com STRUCTURE AS REQUIRED. I 4 LIGHT FIXTURES CONTROLLED BY PHOTOCELL AND ASTRONOMICAL TIME CLOCK. SUGGESTED MANUFACTURER TORK. MOUNT ON DARKEST POINT ON NORTH SIDE www.f-w.com OF ROOF. PROVIDE UL924 RELAY FOR CONNECTION TO EMERGENCY FIXTURES. Engineers Architects I Surveyors Scientists 5 CONDUIT TO RUN TIGHT TO STRUCTURE, PAINT TO MATCH. ISSUE: # DATE: DESCRIPTION: (DFv—1 O -- - - - - - - - - - - — — I I I I II 5- - -- -- - - -- -- sEl HG-6 O HG-6 I SE H G-6 2 O SE PC 4O HG-6 Ll I GY— I 0 Ll 002700 TRUE TRUE '�►jONAt 4 LEVEL 3 LANDING / T.O. LEVEL 4 LIGHTING PLAN o 2 4 $ 0 24 SECOND LANDING / T.O. LEVEL 2 LIGHTING PLAN o 2 4 8 0 12/13/2024 SCALE: 1/4 — 1 -0 Z SCALE: 1/4 — 1 -0 Z FFORCONSTRUCTION 12 13 12 13 PROJECT: CITY OF FORT COLLINS CCPS SHORING & STAIR REPLACEMENT DESIGN og I I I - T.O. LEVEL 4 120 N MASON ST. J FORT COLLINS, CO 80524 II I l OI 3 — — - — _ - —I v LEVEL 3 LANDING DATE: 12/12/2024 I - - - - - -- - - 011 ® DESIGNED: RCN II I I T.Q. LEVEL 3 II S SE DRAWN: RCN it HG-6 5 1 HG-6 LEVEL 2 LANDING O II o REVIEWED: BAI g- - - =- - - - - - - - JSG-6 E HG-6 III T.O. LEVEL 2 ----- — Al SHEET TITLE: LANDING 2 ----- LIGHTING PLANS I LANDING 1 GROUND FLOOR SHEET NUMBER: El� 1 a ■ N TRUE TRUE N LEVEL 2 LANDING / T.O. LEVEL 3 LIGHTING PLAN o 2 4 8 GROUND LEVEL / LANDING 1 LIGHTING PLAN o 2 4 8 3D ELEVATION 3 ., _ ., 0 1 ,. _ 0 5 N SCALE: 1/4 1 -0 Z SCALE: 1/4 1 -0 Z SCALE- NOT TO SCALE PROJECT NO.: 022049.07 5 GENERAL NOTES: A. ONE-LINE DIAGRAM CREATED BASED ON EXISTING DRAWINGS AND LIMITED ON-SITE OBSERVATION. ALL EXISTING CONDITIONS TO BE FIELD VERIFIED. KEYNOTES 0 1 ELECTRICAL ROOM LOCATED ON EAST SIDE OF GROUND LEVEL NEXT TO LOADING DOCK. ELECTRICAL ROOM PLAN PROVIDED FOR REFERENCE ONLY. SCOPE Flu INCLUDES ONLY RECIRCUITING FIXTURES FROM LIGHTING PLANS. SER VIC E a DISC ONNEC T Farnsworth o a GROUP HG 223 WILLOW STREET FORT COLLINS, COLORADO 80524 (970) 484-7477 / info@f-w.com C-CHANNEL STRUCTURE METAL SLAT STRUCTURE www.f-w.com LG GALVANIZED STEEL CHANNEL CLAMP a Engineers Architects I Surveyors Scientists ISSUE: # DATE: DESCRIPTION: GALVANIZED STEEL FRAMING - CHANNELSUPPORT MOUNTING BRACKET a LIGHT FIXTURE � _ ELEC TRICAL LOADING DOCK 2 LIGHT FIXTURE STAIR LANDING MOUNTING SCALE: NOT TO SCALE UTILITY a ELECTRICAL ROOM POWER PLAN 0 EXISTING AN FOR 3 UTILITY TRANSFORMER SCALE: 1/4" = V-0" ESOOA 4 EXISTING 800A SERVICE DISCONNECT 4801277, 3P, 4W ° L 002700 ' 41:t ESOOA40 AX. COMcheck Software Version COMcheckWeb SooA BUSSED GUTTER 12/13/2024 Exterior Lighting Compliance Certificate FFORFOCONSTRUCTION TO TENANTS IN RETAIL SPACE Project Information Energy code: 2021 IECC UTILITY METER PROJECT CITY OF FORT COLLINS Project Title: CCPC STAIRWAY REPLACEMENT Project Type: Alteration LOAD SUMMARY @ 480V 3-PHASE Exterior Lighting Zone 4 (High activity metropolitan commercial district (LZ4)) EXISTING LOAD: 188,288 VA, 226 A E400A4G Construction Site: Owner/Agent: Designer/Contractor: LOAD ADDED: 360 VA, 1A FO INMASON ST. LOAD REMOVED: 513 VA, 1A EXISTING 400A PANEL HG CCPS SHORING & FORT COLLINS, Colorado 80524 TOTAL LOAD CHANGE: -153 VA, 1A MCB, 4801277, 3P, 4W Allowed Exterior Lighting Power ) A B C D E NEW TOTAL LOAD: 188,135 VA, 226 A STAIR REPLACEMENT Area/Surface Category Quantity Allowed Tradable Allowed Watts DESIGN Watts / Wattage (B X C) Stairway 665 ft2 0.7 Yes 466 Total Tradable Watts (a) = 466 E50A3G Total Allowed Watts = 466 Total Allowed Supplemental Watts (b) = 900 o (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. EXISTING 30 KVA (b)A supplemental allowance equal to 900 watts may be applied toward compliance of both non-tradable and tradable TRANSFORMER areas/surfaces. Proposed Exterior Lighting Power E125A4G 120 N MASON ST. A B C D E FORT COLLINS, CO 80524 Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. EXISTING 150A PANEL LG MCB, 208/120, 3P, 4W Stairway (665 ft2): Tradable Wattage ) DATE: 12/12/2024 LED S: STRI[P: Other: 1 14 36 504 Total Tradable Proposed Watts = 504 DESIGNED: RCN E'xterior Lighting PASSE S DRAWN: RCN Exterior Lighting Compliance Statement REVIEWED: BAI Compliance Statement: The proposed exterior lighting alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2021 IECC requirements in COMcheck Version COMcheckWeb and to comply with any PARTIAL ONE-LINE DIAGRAM (FOR REFERENCE ONLY) applicable mandatory requirements listed in the Inspection Checklist, SCALE: NOT TO SCALE Name-Title Signature Date SHEET TITLE: LUMINAIRE SCHEDULE ONE-LINE DIAGRAM SOURCE TYPE MANUFACTURER LUMINAIRE SERIES (TYPE/COLOR TEMP/CRI) VOLTAGE LOAD (VA) LUMEN OUTPUT FINISH MOUNTING DESCRIPTION AND DETAILS S PA-CO PUCSW LED, 3500K CCT, 80 CRI 277 V 36 W 4000 WHITE SURFACE 4'STRIP HIGH-ABUSE FIXTURE, WIDE DISTRIBUTION, 0-10V DIMMING, LOW PROFILE CLEAR LENS WET LOCATION LISTED, EXISTING FEEDER SCHEDULE STAINLESS STEEL MOUNTING LATCHES, TAMPER RESISTANT SCREWS, MOTION SENSOR WITH OCCUPANCY CONTROLLED CONDUIT& CONDUCTORS DIMMING. MARK (SEE NOTE 1) REMARKS SE PA-CO PUCSW LED, 3500K CCT, 80 CRI 277 V 36 W 4000 WHITE SURFACE 4'STRIP HIGH-ABUSE FIXTURE, WIDE DISTRIBUTION, 0-10V E50A3G 3#6, 1#8G, 3/4"C DIMMING, LOW PROFILE CLEAR LENS, 6 W COLD WEATHER E125A4G 4#110, 1#6G, 1-1/2"C SHEET NUMBER: Project Title: CCPC STAIRWAY REPLACEMENT Report date: 11/22/24 BATTERY PACK, WET LOCATION LISTED, STAINLESS STEEL E400A4G 2 SETS 4#250, 1#6G, 2-1/2"C Data filename: Page 1 of 4 MOUNTING LATCHES, TAMPER RESISTANT SCREWS, MOTION ( ) SENSOR WITH OCCUPANCY CONTROLLED DIMMING. E800A4 4 SETS(4#250, 2-112"C) NOTES: A. REMOVE ALL FINGER PRINTS FROM LENSES, REFLECTORS, AND LOUVERS FOLLOWING LIGHT FIXTURE INSTALLATION. E800A4G 4 SETS(4#250, 1#1/0G, 2-1/2"C) B. FOR CONTINUOUS FIXTURES, COORDINATE WITH SUPPLIER ON LENGTH AND REQUIRED FITTINGS, AND INSTALL WITH UNIFORM ILLUMINATION ALONG FIXTURE INCLUDING CORNERS. REMARKS: E4N 1 C. FOR APPROVAL OF FIXTURES FROM MANUFACTURERS OTHER THAN THOSE LISTED, PROPOSED FIXTURES SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER TEN BUSINESS DAYS PRIOR TO BID FOR REVIEW. FINAL 1. THIS FEEDER SCHEDULE IS BASED ON 60 DEGREE CENTIGRADE (TYPE TW)WIRE AND ■ DETERMINATION OF 'EQUAL' STATUS FOR BIDDING SHALL BE THE SOLE DETERMINATION OF THE ARCHITECT/ENGINEER. TERMINATIONS FOR SIZES#12 TO#1, AND 75 DEGREE CENTIGRADE (TYPE N THHN/THWN)WIRE AND TERMINATIONS FOR SIZES#1/0 AND LARGER. UNLESS NOTED N OTHERWISE, CONDUIT IS SIZED BASED ON TYPE EMT CONDUIT. USE OF OTHER CONDUIT TYPES REQUIRES RESIZING OF CONDUIT. - PROJECT NO.: 022049.07 Farnsworth GROUP Permit B2500781 CITY OF FORT COLLINS PLAN CHANGES V2 March 7, 2025 ADDRESS: 120 N MASON ST., FORT COLLINS, CO 80524 Resubmit a completely revised version 2(v2) plans set to address the following: 1. Provide data on plans showing that the new hollow core concrete roof is 1 hr rated (i.e. product specs or calculate the fire resistance per 2021 IBC chapter 7 and show on plans). I don't see a spec section for this. Please add. RESPONSE: The hollow core concrete roof is comprised of 8" precast hollow core planks — untopped 66-S. Reference keynote J/S1.1. Additional information ahs been added to the Cover sheet which includes compliance with IBC 2021 Table 722.2.2.1 for a 1-hour fire rating. For additional information for code reviewer, we have provided information from PCI on the 8" precast hollow core plank 66-S. 2. Provide the full Intumescent paint product specs in the plans set. RESPONSE: The Intumescent Fireproofing specification Section 07 8123 can be found on sheet A0.4 and A0.5. 3. Cane detection rail needs to be extended under to stairs (see 2017 ICC-Al17.1 section 307.4) RESPONSE: Section detail 1/A6.1 and 2/A6.1 shows the elevation of cane detection rail as well as the required height. Enlarged plan detail VA1.2 shows the extents of the rail, and an annotation for "railing" has been added for clarity. 4.The metal grates used as a surface on the stair treads and landings shall have openings that do not allow the passage of a 1/2inch sphere and elongated shapes shall be installed per this section (2017 ICC-All17.1 302.2). Provide additional information on plans showing compliance. RESPONSE: Refer to drawing A0.4, specification 05 5100 Section 2.3.0 which includes the basis of design of Grating Pacific 7-SL-4 Swaged Locked which has a '/4" opening between bearing bars. Product specified meets compliance. 5. 12inch handrail extensions are required on both sides of the stairs with returns. Sheet A1.2 appears to show some extensions on one side but not both. Revise accordingly. RESPONSE: Acknowledged, enlarged plans on A1.2 have been revised accordingly. ATTACHMENT C C.1 CITY OF FORT COLLINS PROCORE REQUIREMENTS FINANCIAL MANAGEMENT • This Procore feature is not used by the City of Fort Collins. DOCUMENTS •Documents tool is generally used for misc.reports, closeouts, and various files that the City wants to document for the project. The City of Fort Collins and Contractor will manage their own documents within this tool for record. DIRECTORY •A minimum of one main point of contact for the Contractor and each subcontractor shall be given access to the City of Fort Collins Procore account for purposes of meeting minute documentation/distribution as well as the ability to be assigned and respond to observations and punch list items. The City of Fort Collins Project Manager assigned for the project will add all contacts needed into the City of Fort Collins Procore account directory. TASKS •This Procore feature is not used by the City of Fort Collins. EMAILS • This Procore feature is not used by the City of Fort Collins. RFI'S •Contractor shall issue RFI's for official response using the City of Fort Collins Procore account. SUBMITTALS • Contractor shall issue Submittals for official response using the City of Fort Collins Procore account. TRANSMITTALS • This Procore feature is not used by the City of Fort Collins. PUNCH LIST • Contractor shall use the City of Fort Collins Procore account for punch lists or save final copies of the punch lists in a folder named"Punch Lists"in Documents within the City of Fort Collins Procore account. MEETINGS (Applies to all meeting series) •The Contractor shall use the City of Fort Collins Procore account for meeting minutes. SCHEDULE • Contractor is responsible for sharing schedule updates during construction progress meetings. The most up to date schedule is to be saved with the City of Fort Collins,Architect, Contractor(OAC)meeting minutes for each meeting saved within the City of Fort Collins Procore account under documents. DAILY LOG'S •Contractor shall use the City of Fort Collins Procore account for Daily Logs or save copies of daily logs in a folder named for each category of daily log in Documents within the City of Fort Collins Procore account. PHOTOS • The Contractor shall upload photos to the City of Fort Collins Procore account on a weekly basis or as required by the contract documents. DRAWINGS •Bid set and for Construction set with addenda incorporated shall be uploaded to the City of Fort Collins Procore account. SPECIFICATIONS •Bid set and For Construction set with addenda incorporated shall be uploaded to the City of Fort Collins Procore account. Updates are required to be made to the City of Fort Collins Procore account. Contractor shall request prior approval for any exceptions to the above before questions due date for all bid/proposals. The City of Fort Collins reserves the right to accept or reject requests received. Procore tools not listed above are generally not tracked by City of Fort Collins (i.e. Prime Contracts, Change Events, Crews, Daily Logs, Transmittals) and Tasks are an internal tool that both parties can use at their own discretion. C.2 CITY OF FORT COLLINS PROCORE REQUIREMENTS In the instances where both City of Fort Collins and the Contractor utilize their own Procore accounts for a single project,the following will apply: FINANCIAL MANAGEMENT •This Procore feature is not used by the City of Fort Collins. DOCUMENTS •Documents tool is generally used for misc. reports, closeouts, and various files that the City wants to document for the project. The City of Fort Collins and Contractor will manage their own documents within this tool for record. DIRECTORY •A minimum of one main point of contact for the Contractor and each subcontractor shall be given access to the City of Fort Collins Procore account for purposes of meeting minute documentation/distribution as well as the ability to be assigned and respond to observations and punch list items. The City of Fort Collins Project Manager assigned for the project will add all contacts needed into the City of Fort Collins Procore account directory. TASKS • This Procore feature is not used by the City of Fort Collins. EMAILS • This Procore feature is not used by the City of Fort Collins. RFI'S • Contractor shall issue RFI's for official response using the City of Fort Collins Procore account. •In the event of special circumstances and with prior approval of the City of Fort Collins Project Manager,the Contractor may utilize their own Procore account for receiving and responding to RFIs from their subcontractors. The Contractor shall document RFI's utilizing their Procore account. However, a PDF copy of the final BFI's must be saved on the City of Fort Collins Procore account under"RFI", saved to the correct RFI number,with the correct associated details. SUBMITTALS • Contractor shall issue Submittals for official response using the City of Fort Collins Procore account. •In the event of special circumstances and with prior approval of the City of Fort Collins Project Manager,the Contractor may utilize their own Procore account for receiving and responding to submittals for the project. The Contractor shall document submittals utilizing their Procore account. However, a PDF copy of all final submittals must be saved on the City of Fort Collins Procore account under Documents, in a folder titled"Submittals". The file must be saved with the correct name and number as the submittal. * TRANSMITTALS •This Procore feature is not used by the City of Fort Collins. PUNCH LIST •Contractor shall use the City of Fort Collins Procore account for punch lists or save final copies of the punch lists in a folder named"Punch Lists"in Documents within the City of Fort Collins Procore account. • In the event of special circumstances and with prior approval of the City of Fort Collins Project Manager,the Contractor may utilize their own Procore account for receiving and responding to punch lists from their subcontractors. The Contractor shall document any punch lists utilizing their Procore account.However, a PDF copy of all final punch lists must be saved on the City of Fort Collins Procore account under Documents. The file must be saved with the correct name and number as the punch list. MEETINGS (Applies to all meeting series) • The Contractor shall use the City of Fort Collins Procore account for meeting minutes. Contractor may copy/import meeting minutes to their Procore account for record purposes. •In the event of special circumstances and with prior approval of the City of Fort Collins Project Manager,the Contractor may document meeting minutes utilizing their Procore account. However, a PDF copy of the final meeting minutes must be saved on the City of Fort Collins Procore account under "Meetings", saved to the correct meeting series,with the correct meeting number, date,time, and location. * SCHEDULE • Contractor is responsible for sharing schedule updates during construction progress meetings. The most up to date schedule is to be saved with the City of Fort Collins,Architect, Contractor(OAC)meeting minutes for each meeting saved within the City of Fort Collins Procore account under documents. DAILY LOG'S • Contractor shall use the City of Fort Collins Procore account for Daily Logs or save copies of daily logs in a folder named for each category of daily log in Documents within the City of Fort Collins Procore account. PHOTOS • The Contractor shall upload photos to the City of Fort Collins Procore account on a weekly basis or as required by the contract documents. DRAWINGS •Bid set and for Construction set with addenda incorporated shall be uploaded to the City of Fort Collins Procore account. The Contractor may download and re-upload to their Procore account,but any additional updates will not be automatically transferred. SPECIFICATIONS •Bid set and For Construction set with addenda incorporated shall be uploaded to the City of Fort Collins Procore account. Updates are required to be made to the City of Fort Collins Procore account. General Contractor may download and re-upload to their Procore account,but any additional updates will not be automatically transferred. *Contractor shall request prior approval before questions due date for all bid/proposals. The City of Fort Collins reserves the right to accept or reject requests received. Procore tools not listed above are generally not tracked by City of Fort Collins (i.e. Prime Contracts, Change Events, Crews, Daily Logs, Transmittals) and Tasks are an internal tool that both parties can use at their own discretion.