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Home My WebLink AboutPLANS 660 Community Dr 2017-04-17 Issued By: Laine H. McLaughln, OLC May 1, 2017 ARCHITECT Date: 5/1/2017 / LM V:\16003\CA\08_PR\PR #004 Existing Building Exterior\Proposal Request 004R.docx Page 1 of 2 Proposal Request (PR) PROJECT: Estes Valley Community Center PR # : Four (04) Revised Date: May 1, 2017 Project #: 16003 Rep: RLH Engineering Chuck Jordan, Project Manager Architect: Ohlson Lavoie Collaborative 616 E. Speer Blvd. Denver, Colorado 80203-4213 (303) 294-9244, Tel (303) 294-9440, Fax Owner: Estes Valley Recreation and Parks District Tom Carosello, Executive Director www.olcdesigns.com Contractor: Adolfson & Peterson Construction Chris Cooper, Project Manager Tom Purcell, Superintendent Cc: Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. This is not a change order nor a direction to proceed with the work described herein. DESCRIPTION: (Continued on attached sheets) 1. Demolish existing flat roof systems. Inspect substrate and replace when deteriorated. Perform structural improvements required in attached structural analysis and described in structural drawings. Replace with EPDM roofs as described on the attached documents, to include manufacturer- recommended flashing and fasteners. 2. Existing sloped metal roofs to remain. Perform structural improvements required in attached structural analysis and drawings. Cover existing metal standing seam roofs with Sika Sarnafil metal retrofit system and new PVC membrane with Decor system profiles to match that in base scope of work. 3. Identify and repair roof drain leaks. Reseat existing drains within new roofing system. Replace roof hatch and re-locate roof ladder as indicated. 4. Demolish EIFS cladding system. Inspect substrate and replace when deteriorated. Provide the cladding described in the attached documents, to include: 1. Polyiso rigid insulation boards with taped seams for air and water barrier in same manner as base scope of work. 2. Knight Wall Systems Vertical CI-GIRT and proprietary fasteners, fastened through insulation to existing 2x6 wood studs (or in indicated areas, cmu), 16" on center. Confirm with Knight required fastener length and spacing to resist 55.2 psf design wind pressure. 3. HardiePlank smooth fiber cement siding, primed and field-painted. 4. Siding accessories to include: easytrim or similar reveals at outside and inside corners, primed HardieTrim boards at windows, fasteners and all manufacturer-recommended flashing. 5. Metal coping at former EIFS parapets, sized to cover complete wall assembly, with any related anchors, nailers and fasteners. 5. Provide new glazing for Kalwall skylight; new sealant per Kalwall manufacturer. 5/1/17 @ 16:40 V:\16003\CA\08_PR\PR #004 Existing Building Exterior\Proposal Request 004R.docx by LM Page 2 of 2 6. Replace four skylights at south elevation with fixed units, to include curb and flashing. 7. Other fenestration to remain unless damaged, in which case replace in kind. Provide new perimeter sealant at all windows. 8. Replace existing light fixtures with LEDs as described on the attached electrical sheets. 9. Provide ceiling fans CF-4 and CF-5 as described in base scope of work. 10. Replace six (6) deteriorated indoor hollow metal doors with aluminum doors to match those in base scope of work. Replace two exterior hollow metal doors with new hollow metal doors with a 45 minute fire resistance rating. Refer to base spec sections 08 1113 and 08 4313. 11. Demolish existing acoustic panels in natatorium. Inspect substrate and replace when deteriorated (note: interior plywood is structural; replace in kind) and replace with Tectum Kerfed Wall Panels. 12. Repair epoxy coating at pool deck where damaged. 13. Refinish existing glulam beams. 14. Refinish existing bleachers. 15. Re-paint existing ductwork wherever exposed. Refer to Dry Fall paint in base spec 09 91235. ATTACHMENTS: 1. Estes Park Community Center IEBC Reroofing Roof Diaphragm Evaluation 2. Architectural Drawings: AX101 - FLOOR AND CEILING PLANS AX102- ROOF PLANS AX201 - EXTERIOR ELEVATIONS AX202 - EXTERIOR ELEVATIONS AX211 - INTERIOR ELEVATIONS AX301 - SECTIONS AND DETAILS AX302 - SECTIONS AND DETAILS AX303 - SECTIONS AND DETAILS 3. Structural Drawings: S003 - NOTES S004 - ROOF PLAN - SOUTH S108 - ROOF PLAN- EXISTING S561 - WOOD DETAILS 3. Electrical Drawings: E0.0 - ELLECTRICAL COVER SHEET E1.0 - ELLECTRICAL LIGHTING PLAN E2.0 - ELLECTRICAL DETAILS E3.0 - ELECTRICAL CODE COMPLIANCE FORMS 4. Additional specifications (refer otherwise to base scope of work): 09 8400 ACOUTSICAL WALL TREATMENTS April 17, 2017 Robert McDonald Ohlson Lavoie Collaborative 616 East Speer Boulevard Denver, Colorado 80203 Re: Estes Park Community Center IEBC Reroofing Roof Diaphragm Evaluation Martin/Martin, Inc. Project No.: 16.0117.S.02 Mr. McDonald, Per your request, Martin/Martin, Inc. completed a review of the existing Estes Park Community Center Pool Building to evaluate the capacity of the roof framing, in order to support gravity load from the new roof and to verify compliance with the International Existing Building Code (IEBC) 2015 Section 707.3.2. This section states: Where roofing materials are removed from more than 50% of the roof diaphragm or section of a building located where the ultimate design wind speed, Vult, is greater than 115 mph or in a special wind region, roof diaphragms, connections of the roof diaphragm to roof framing members, and roof-to-wall connections shall be evaluated for the wind loads specified in the International Building Code, including wind uplift. If the diaphragms and connections in their current condition are not capable of resisting at least 75% of those wind loads, they shall be replaced or strengthened in accordance with the loads specified in the International Building Code. ASSUMPTIONS: The following assumptions were made during our review: A. The as-built construction is in substantial conformance with the original building structural Construction Documents, entitled Estes Park Swimming Pool, dated August 28, 1985. B. The as-built construction of structural decking, framing, and connections are not damaged or deteriorated. After the existing roofing is removed, the existing decking and plywood should be inspected for damage and if found, brought to the attention of Martin/Martin, Inc for revised recommendations. Estes Park Community Center IEBC Reroofing Roof Diaphragm Evaluation April 17, 2017 P a g e 2 | 4 SUMMARY OF EXISTING CONDITIONS: Per the Town of Estes Park Building Code requirements, a building in Risk Category III has a wind speed, Vult, of 190 mph. Because preliminary documents provided by Ohlson Lavoie Collaborative show the roofing and insulation being replaced on more than 50% of the roof, this analysis is required by the 2015 IEBC. Under the 2012 International Building Code (IBC), conformance with the IEBC was optional, whereas with the 2015 IBC, which is currently adopted by the Town of Estes Park, conformance to the 2015 IEBC is required. The intent of this code provision is that during re-roofing operations, while the roofing is removed, there is an excellent opportunity to strengthen older roof diaphragms that are less safe than comparable buildings designed under current building codes. The existing building was designed under the 1982 Uniform Building Code (UBC) which was released prior to the front range and mountains of Colorado being designated as special wind regions. The current code wind speeds were adopted based on wind studies performed by Cermak Peterka Petersen, Inc. in 2013, as recommended by the Structural Engineer’s Association of Colorado, and significantly increase the design wind load over what was required in the 1982 UBC. During our review of the existing building, we have verified that the new roofing gravity loads do not increase the forces in roof framing members by more than 5%. As stipulated in the IEBC, when member forces are increased by less than 5% by a building alteration, no strengthening of building members is required. However, there are several roof diaphragm conditions that were not capable of resisting 75% of the current wind design loads. The areas that do not meet this criterion are as follows: Sloped Roofs (Between Grids 5-13/B-C, 1-2/C-G, & 3-13/D-F): A. Nailing of plywood to roof joists for wind uplift High Flat Roof (Between Grids 2-13/C-G): A. Nailing of existing decking to existing glulam beams for wind uplift B. Existing decking being used as a diaphragm (and diaphragm chord) to resist lateral wind loads C. Connections of diaphragm to perimeter walls for transfer of lateral wind loads D. Connections between popped-up center section of roof to remainder of the high flat roof Lower Flat Roofs (Between Grids 3-13/G-H & 13-14/B-H): A. Nailing of plywood to joists/trusses for wind uplift at building edges B. Connections of diaphragms to perimeter walls C. Existing plywood being used to resist diaphragm chord forces due to lateral wind loads Each of these items will need to be addressed through a complete set of structural drawings showing the modifications required to bring these components into compliance with the requirements of the current building code. Estes Park Community Center IEBC Reroofing Roof Diaphragm Evaluation April 17, 2017 P a g e 3 | 4 SUMMARY OF REQUIRED MODIFICATIONS: Sloped Roofs: All plywood under the existing standing seam metal roof will require additional nailing to existing framing to resist wind uplift. High Flat Roof: All existing wood roof decking will need to have new wood screws added to provide adequate connection of the decking to the existing glulam beams to resist wind uplift. New 5/8” plywood sheathing will need to be placed over the existing decking and fastened with 10d nails at a tight spacing to meet diaphragm requirements. Care will be required not to over-drive nails, as nails projecting into the building below decking will not be permitted. Light gauge metal straps will be installed on top of the new plywood along existing Grids C, D, F, & G to meet diaphragm chord requirements. Additional clips will be needed between the diaphragm and the perimeter walls, as well as between the diaphragm and the center pop-up roof to provide adequate lateral load transfer to the perimeter walls. Lower Flat Roofs: Based on our knowledge of Adolfson & Peterson’s anticipated construction plan, the existing 5/8” plywood on the low roof portion north of existing Grid line G will be removed to aid in the existing roof strengthening required due to new snowdrift loads imposed by the new community center building which is already included in the current Construction Documents. At these locations, new bolts will need to be drilled between the existing wood sill and the concrete masonry walls. The removed plywood will be replaced with new 5/8” plywood sheathing with 32/16 min span rating. Required nailing will be shown on the construction drawings. Additional clips between the diaphragm and the wood framed wall along existing Grid line G will be required to provide adequate lateral load transfer to the wall. Light gauge metal straps will need to be installed on top of the new plywood along existing Grid line G and at masonry control joints along existing Grid H to meet diaphragm chord requirements. Based on our review, existing plywood will also need to be removed adjacent to existing Grid line 14 to allow new bolts to be drilled between the existing wood sills and the concrete masonry walls to provide adequate lateral load transfer to the perimeter wall. Light gauge metal straps will need to be installed on top of the new plywood at masonry control joints along existing Grid line 14 as well as on top of the existing plywood along existing Grid line 13 to meet diaphragm chord requirements. Additional clips between the diaphragm and the wood framed shear wall along existing Grid line 13 will also be required to provide adequate lateral load transfer to the wall. At all low roofs within 7’ of a building edge, additional nails from the plywood to roof framing will be required to resist wind uplift. Estes Park Community Center IEBC Reroofing Roof Diaphragm Evaluation April 17, 2017 P a g e 4 | 4 LIMITATIONS: The recommendations in this report are based on the review of the structural elements that were shown on the available documents at the time of this report. No invasive testing or inspections were performed. Martin/Martin, Inc. does not accept responsibility for the structural or material deficiencies not evident during an observation of this type. No warranty, either express or implied, is given regarding any general or specific conditions as they may affect Estes Park Swimming Pool Building. Except for the noted items above, Martin/Martin, Inc. did not perform an in-depth review of the original structural design for code compliance. Recommendations provided in this report are conceptual in nature and are not intended for construction. We appreciate this opportunity to be of service. Please call if you have any questions regarding this report or our recommendations. Sincerely, Edward Sabia, PE Project Manager Dwight Gilbert, PE Engineer of Record G:\PROJECTS\16.0117.S.02-Estes Park Community Center - Existing Building Re-Roofing Evaluation\Word Processing\16_0117S02_Apr_17_2017_R0_Rpt.docx EF 4 TT S S EF 5 EF 14 OSC OSC OSC OSC OSC OSC OSC E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EB EC ED EE EF EG EH 5 A307 6 A307 AX2112 1 3 4 4 AX302 1 AX301 2 AX301 AX2014 AX201 1 AX2024 AX202 1 1 AX302 2 AX303 1 AX303 3 AX302 2 AX302 3 AX303 W. TEAM LOCKERSW. TEAM LOCKERSW. TEAM LOCKERSW. TEAM LOCKERS A106 FOYERFOYERFOYERFOYER A101 EXIST POOL DECKEXIST POOL DECKEXIST POOL DECKEXIST POOL DECK A109 M. SHOWERSM. SHOWERSM. SHOWERSM. SHOWERS 232 EXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRY A111 EXIST POOL MECHEXIST POOL MECHEXIST POOL MECHEXIST POOL MECH A112 EXIST ELECEXIST ELECEXIST ELECEXIST ELEC A113 EXIST POOL EQUIPEXIST POOL EQUIPEXIST POOL EQUIPEXIST POOL EQUIP A114 EXIST CHEMEXIST CHEMEXIST CHEMEXIST CHEM A115 EXIST NATATORIUMEXIST NATATORIUMEXIST NATATORIUMEXIST NATATORIUM A110 POOL STORAGEPOOL STORAGEPOOL STORAGEPOOL STORAGE A108 M. TEAM LOCKERM. TEAM LOCKERM. TEAM LOCKERM. TEAM LOCKER A107 MECHANICALMECHANICALMECHANICALMECHANICAL A102 STORAGESTORAGESTORAGESTORAGE A105 M. LOCKERS 2M. LOCKERS 2M. LOCKERS 2M. LOCKERS 2 A103 VESTIBULEVESTIBULEVESTIBULEVESTIBULE A104 POOL DECK ENTRYPOOL DECK ENTRYPOOL DECK ENTRYPOOL DECK ENTRY A109A XA110 A102 A103 A104B A104A A108 232 289 WORK IN AREA WITHWORK IN AREA WITHWORK IN AREA WITHWORK IN AREA WITH GRAY HATCH IS COVREDGRAY HATCH IS COVREDGRAY HATCH IS COVREDGRAY HATCH IS COVRED UNDER THE EXXSITINGUNDER THE EXXSITINGUNDER THE EXXSITINGUNDER THE EXXSITING SCOPE OF WORKSCOPE OF WORKSCOPE OF WORKSCOPE OF WORK A111NA112NA114N A115N A113N A105N X115N X114N 4,002 SF EXIST POOL DECKEXIST POOL DECKEXIST POOL DECKEXIST POOL DECK 15 sf/occ 267267267267 599 SF W. TEAM LOCKERSW. TEAM LOCKERSW. TEAM LOCKERSW. TEAM LOCKERS 50 sf/occ 13131313 249 SF M. SHOWERSM. SHOWERSM. SHOWERSM. SHOWERS 50 sf/occ 5555 428 SF EXIST POOL EQUIPEXIST POOL EQUIPEXIST POOL EQUIPEXIST POOL EQUIP 300 sf/occ 2222 346 SF EXIST POOL MECHEXIST POOL MECHEXIST POOL MECHEXIST POOL MECH 300 sf/occ 2222 185 SF EXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRYEXIST LAUNDRY 300 sf/occ 1111 178 SF MECHANICALMECHANICALMECHANICALMECHANICAL 300 sf/occ 1111 509 SF M. TEAM LOCKERM. TEAM LOCKERM. TEAM LOCKERM. TEAM LOCKER 50 sf/occ 11111111 595 SF POOL STORAGEPOOL STORAGEPOOL STORAGEPOOL STORAGE 300 sf/occ 2222 473 SF M. LOCKERS 2M. LOCKERS 2M. LOCKERS 2M. LOCKERS 2 50 sf/occ 10101010 5,078 SF EXIST NATATORIUMEXIST NATATORIUMEXIST NATATORIUMEXIST NATATORIUM 50 sf/occ 102102102102 135 ft to Exit (WATER AREA)(WATER AREA)(WATER AREA)(WATER AREA) 48 SF OPENING WITH48 SF OPENING WITH48 SF OPENING WITH48 SF OPENING WITH 90 MIN RATED FIRE DOOR90 MIN RATED FIRE DOOR90 MIN RATED FIRE DOOR90 MIN RATED FIRE DOOR 2222 11111111 13131313 208208208208 208208208208 16161616 2222 2222 1111 63 SF STORAGESTORAGESTORAGESTORAGE 300 sf/occ 1111 98 ft to Exit NEW EXIT DOORNEW EXIT DOORNEW EXIT DOORNEW EXIT DOOR 69" WIDE69" WIDE69" WIDE69" WIDE CAPACITY 345CAPACITY 345CAPACITY 345CAPACITY 345 EXISTING EXIT DOOREXISTING EXIT DOOREXISTING EXIT DOOREXISTING EXIT DOOR 69" WIDE69" WIDE69" WIDE69" WIDE CAPACITY 345CAPACITY 345CAPACITY 345CAPACITY 345 NEW 45 MIN RATED DOORSNEW 45 MIN RATED DOORSNEW 45 MIN RATED DOORSNEW 45 MIN RATED DOORS NEW DOORNEW DOORNEW DOORNEW DOOR NEW DOORNEW DOORNEW DOORNEW DOOR NEW DOORNEW DOORNEW DOORNEW DOOR SEE SCHEDULESEE SCHEDULESEE SCHEDULESEE SCHEDULE NEW DOORNEW DOORNEW DOORNEW DOOR NEW DOORNEW DOORNEW DOORNEW DOOR NEWNEWNEWNEW DOORDOORDOORDOOR POOL DECKPOOL DECKPOOL DECKPOOL DECK EPOXYEPOXYEPOXYEPOXY COATING TOCOATING TOCOATING TOCOATING TO BE REPAIREDBE REPAIREDBE REPAIREDBE REPAIRED POOL DECKPOOL DECKPOOL DECKPOOL DECK EPOXYEPOXYEPOXYEPOXY COATING TOCOATING TOCOATING TOCOATING TO BE REPAIREDBE REPAIREDBE REPAIREDBE REPAIRED POOL DECKPOOL DECKPOOL DECKPOOL DECK EPOXYEPOXYEPOXYEPOXY COATING TOCOATING TOCOATING TOCOATING TO BE REPAIREDBE REPAIREDBE REPAIREDBE REPAIRED WORK IN AREA WITHWORK IN AREA WITHWORK IN AREA WITHWORK IN AREA WITH GRAY HATCH IS COVREDGRAY HATCH IS COVREDGRAY HATCH IS COVREDGRAY HATCH IS COVRED UNDER THE EXXSITINGUNDER THE EXXSITINGUNDER THE EXXSITINGUNDER THE EXXSITING SCOPE OF WORKSCOPE OF WORKSCOPE OF WORKSCOPE OF WORK CEILING FAN CF-4 ASCEILING FAN CF-4 ASCEILING FAN CF-4 ASCEILING FAN CF-4 AS DESCRIBED IN ORIGINALDESCRIBED IN ORIGINALDESCRIBED IN ORIGINALDESCRIBED IN ORIGINAL SCOPE OF WORKSCOPE OF WORKSCOPE OF WORKSCOPE OF WORK CEILING FAN CF-5 ASCEILING FAN CF-5 ASCEILING FAN CF-5 ASCEILING FAN CF-5 AS DESCRIBED IN ORIGINALDESCRIBED IN ORIGINALDESCRIBED IN ORIGINALDESCRIBED IN ORIGINAL SCOPE OF WORKSCOPE OF WORKSCOPE OF WORKSCOPE OF WORK NEW PAINT ON DUCTWORKNEW PAINT ON DUCTWORKNEW PAINT ON DUCTWORKNEW PAINT ON DUCTWORK NEW PAINT ON DUCTWORKNEW PAINT ON DUCTWORKNEW PAINT ON DUCTWORKNEW PAINT ON DUCTWORK REFINISH ALL GLULAM BEAMSREFINISH ALL GLULAM BEAMSREFINISH ALL GLULAM BEAMSREFINISH ALL GLULAM BEAMS NEW PAINT ON DUCTWORKNEW PAINT ON DUCTWORKNEW PAINT ON DUCTWORKNEW PAINT ON DUCTWORK REFINISH ALL GLULAM BEAMSREFINISH ALL GLULAM BEAMSREFINISH ALL GLULAM BEAMSREFINISH ALL GLULAM BEAMS NEW LEDNEW LEDNEW LEDNEW LED LIGHTS REF:LIGHTS REF:LIGHTS REF:LIGHTS REF: ELECTRICALELECTRICALELECTRICALELECTRICAL NEW PAINT ON DUCTWORKNEW PAINT ON DUCTWORKNEW PAINT ON DUCTWORKNEW PAINT ON DUCTWORK SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 1. 10-31-16 PERMIT SET 01-12-17 CONSTRUCTION DOCUMENTS 7. 01-24-17 BULLETIN 007 8. 03-10-17 BULLETIN 008 9. 04-11-17 BULLETIN 009 10. 04-17-17 PR 004 / ALT 1 PERMIT 1/8" = 1'-0" 4/ 1 7 / 2 0 1 7 4 : 5 1 : 4 0 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 16003 AQUATIC CENTER RENOVATION - FLOOR PLAN AND RCP AX101 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 AQUATIC CENTER RENOVATION - FLOOR PLAN 1/8" = 1'-0"2 AQUATICS CENTER RENOVATION - CEILING PLAN DOOR SCHEDULE- AQ CENTER DOOR NUMBER DOOR FRAME FINISH FIRE RATING HDW GROUP REMARKSTYPE MATERI AL FINISH SIZE TYPE MATERI ALTHK WIDTH HEIGHT EXISTING FFE A105N F AL FF 1 3/4" 72" 84" B AL FF STORAGE LOCKSET, GROUP TBD A111N F AL FF 1 3/4" 72" 84" B AL FF STORAGE LOCKSET, GROUP TBD A112N F AL FF 1 3/4" 72" 84" B AL FF STORAGE LOCKSET, GROUP TBD A113N E AL FF 1 3/4" 24" 84" B AL FF STORAGE LOCKSET, GROUP TBD A114N F AL FF 1 3/4" 72" 84" B AL FF STORAGE LOCKSET, GROUP TBD A115N E AL FF 1 3/4" 24" 84" B AL FF STORAGE LOCKSET, GROUP TBD X114N A HM PT05 1 3/4" 36" 84" B HM PT05 45 MIN 33 X115N A HM PT05 1 3/4" 30" 84" B HM PT05 45 MIN 32 IBC NOTE: EGRESS PATHS AND CAPACITY HAVE NOT CHANGED MATERIALLY FROM THE PERMIT SET, BUT HAVE BEEN RE-STUDIED AND ARE REPEATED HERE FOR THOROUGHNESS E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EB EC ED EE EF EG EH NJ 5 A307 6 A307 4 AX302 1 AX301 2 AX301 AX2014 AX201 1 AX2024 1 AX302 2 AX303 1 AX303 3 AX302 2 AX302 3 AX303 2 2 2 2 1 1 3 3 4 2 2 3 3 5 5 5 5 5 7 9 6 6 6 8 10 8101/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12" 1/ 2 " / 1 2 " 1/ 2 " / 1 2 " 1/ 2 " / 1 2 " 1/ 2 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 12 " / 1 2 " 12 " / 1 2 " 12 " / 1 2 " 12 " / 1 2 " 12 " / 1 2 " 12 " / 1 2 " 12 " / 1 2 " 12 " / 1 2 " 12" / 12"12" / 12"12" / 12"12" / 12" 12 " / 1 2 " 12 " / 1 2 " 12 " / 1 2 " 12 " / 1 2 " E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 EB EC ED EE EF EG EH NJ 2 2 2 2 1 1 3 3 4 2 2 3 3 5 5 5 5 5 7 9 7 7 6 8 6 8 1. EXISTING FLAT ROOF. DEMOLISH EXISTING MEMBRANE/BALLASTED SYSTEM, INSULATION, TERMANTIONS AND FLASHING. INSPECT SUBSTRATE (3X4 DECKING) AND REPAIR/REPLACE AS NECESSARY. 2. EXISTING FLAT ROOF. DEMOLISH EXISTING MEMBRANE/BALLASTED SYSTEM, INSULATION, TERMINANTIONS AND FLASHING. INSPECT PLYWOOD SUBSTRATE AND REPAIR/REPLACE AS NECESSARY. 3. EXISTING STANDING SEAM METAL ROOF TO REMAIN. 4. EXISTING KAL WALL SYSTEM TO REMAIN --GLAZING TO BE REMOVED. ANY ALTERATION OR DEMOLITION OF KALWALL FASHIGN TO BE COODINATE D WITH MFR OF ADJACENT ROOF REPLACEMENT SYSTEM. 5. EXISTING EIFS PARAPET DEMOLISH EIFS. INSPECT UNDERLYING PLYWOOD AND /OR EXTERIOR GYPSUM SUBSTRATES AND REPLACE WHEN DETERIORATED. D 6. ROOF DRAINS DRAINS TO REMAIN. INSPECT DRAIN SYSTEM FOR LEAKS AND REPAIR PRIOR TO ROOF REPLACEMENT. 7. SKYLIGHTS. DEMOLISH EXISTING SKYLIGHTS, CURBS AND FLASHING. PYRAMID SKYLIGHT DEMOLITION IN ORIGINAL SCOPE OF WORK 8. ROOF HATCH AND LADDERS. DEMOLISH ROOF HATCH. NORTHERN LADDER TO BE RELOCATED. 9. HVAC SYSTEMS. UNITS AND PIPING DEMOLISHED PER MD105 - NO NEW WORK. 1. EPDM ROOF. ROOF REPLACEMENT AS FOLLOWS: •FULLY ADHERED EPDM MEMBRANE, FLASHING AND ACCESSORIES PER SPEC 07 5323 •5 INCHES POLYISO INSULATION* •VAPOR BARRIER PER SPEC 07 5323 OR FIRESTONE V-FORCE * R30 REQUIRED. FOR INSULATION INDICATING LESS THAN R6/INCH, INCREASE SIZE OF ANY LAYER BY AMOUNT REQUIRED TO MEET CODE EXISTING DECK REINFORCEMENT RE: STRUCTURAL 2. EPDM ROOF. ROOF REPLACEMENT AS DESCRIBED ABOVE. 3. METAL ROOF RETROFIT ROOF RETROFIT AS FOLLOWS: •SIKA DECOR PROFILES •SIKA DECOR ADHERED PVC MEMBRANE - SPEC 07 5419 •SIKA METAL RETROFIT APPROVED COVERBOARD •SIKA METAL RETROFIT APPROVED INSULATION BETWEEN EXISTING 'SEAMS" FASTENERS, FLASHING AND ACCESSORIES PER SIKA RETROFIT/DECOR 4. NEW KALWALL GLAZING AND SEALANT PER KALWALL. 5. FORMER EIFS PARAPETS. PROVIDE METAL COPING, ANCHOR AND NAILER AS DESCRIBED IN DETAILS. 6. ROOF DRAINS EXTEND LEADERS AS NECESSARY TO ACCOMODATE INCREASED ROOF THICKNESS. FLASH PER EPDM ROOFING MFR. 7. SKYLIGHTS. REPLACE EXISTING SKYLIGHTS WITH FIXED GLAZING OF SIMILAR DIMENSIONS. REBUILD CURB AS NECESSARY AND FLASH PER METAL RETROFIT INSTRUCTIONS. 8. ROOF HATCH AND LADDERS. PROVIDE NEW ROOF HATCH AND LADDER, SPEC 07 7200. RELOCATE EXISTING LADDER TO NORTH WALL. 9. HVAC SYSTEMS. NEW UNITS AND PIPING IN ORIGINAL SCOPE OF WORK. SEE M SHEETS. FLASHING PER EPDM ROOF MFR. 10. ROOF WALKWAY PADS PROVIDE NEW ROOF WALKWAY PADS PER SPEC 07 5323 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 1. 10-31-16 PERMIT SET 01-12-17 CONSTRUCTION DOCUMENTS 7. 01-24-17 BULLETIN 007 8. 03-10-17 BULLETIN 008 9. 04-11-17 BULLETIN 009 10. 04-17-17 PR 004 / ALT 1 PERMIT As indicated 4/ 1 7 / 2 0 1 7 4 : 5 1 : 4 5 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 16003 AQUATIC CENTER RENOVATION - ROOF PLAN AX102 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"1 ROOF REPLACEMENT PLAN 1/8" = 1'-0"2 ROOF DEMOLITION PLAN 1/2" = 1'-0" ROOF DEMOLITION NOTES 1/2" = 1'-0" ROOF REPLACEMENT NOTES EAEBECEDEEEF TOP EX 12' - 4" EXISTING FFE 0' - 0" EGEHNJ 22' - 6"22' - 6"22' - 6"22' - 6" T.O. CMUT.O. CMUT.O. CMUT.O. CMU EIFS ON STUDSEIFS ON STUDSEIFS ON STUDSEIFS ON STUDS 480 SQ FT480 SQ FT480 SQ FT480 SQ FT EIFS ON CMUEIFS ON CMUEIFS ON CMUEIFS ON CMU 104 SQ FT104 SQ FT104 SQ FT104 SQ FT EIFS ON CMUEIFS ON CMUEIFS ON CMUEIFS ON CMU 104 SQ FT104 SQ FT104 SQ FT104 SQ FT 13' - 4"13' - 4"13' - 4"13' - 4" EIFS ON STUDSEIFS ON STUDSEIFS ON STUDSEIFS ON STUDS 16 SF - SEE NOTE 116 SF - SEE NOTE 116 SF - SEE NOTE 116 SF - SEE NOTE 1 EIFS ON STUDSEIFS ON STUDSEIFS ON STUDSEIFS ON STUDS 60 SQ FT60 SQ FT60 SQ FT60 SQ FT 10'-0"10'-0"10'-0"10'-0"7'-10"7'-10"7'-10"7'-10"22'-6"22'-6"22'-6"22'-6"9'-8"9'-8"9'-8"9'-8"9'-8"9'-8"9'-8"9'-8"22'-6"22'-6"22'-6"22'-6"17'-8 3/8"17'-8 3/8"17'-8 3/8"17'-8 3/8" METAL ROOF 422 SFMETAL ROOF 422 SFMETAL ROOF 422 SFMETAL ROOF 422 SF EIFS PARAPETS -EIFS PARAPETS -EIFS PARAPETS -EIFS PARAPETS - SEE NOTE 2SEE NOTE 2SEE NOTE 2SEE NOTE 2 EIFS PARAPETS -EIFS PARAPETS -EIFS PARAPETS -EIFS PARAPETS - SEE NOTE 2SEE NOTE 2SEE NOTE 2SEE NOTE 2 B.O.D. 20' - 10" UPPER LEVEL 0' - 0" E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 TOP EX 12' - 4" EXISTING FFE 0' - 0" T.O.S 22' - 6" 17' - 4"17' - 4"17' - 4"17' - 4" EIFS ON CMUEIFS ON CMUEIFS ON CMUEIFS ON CMU 754 SQ FT 754 SQ FT 754 SQ FT 754 SQ FT EIFS ON STUDEIFS ON STUDEIFS ON STUDEIFS ON STUD 458 SQ FT 458 SQ FT 458 SQ FT 458 SQ FT T.O. CMUT.O. CMUT.O. CMUT.O. CMU 7'-10"7'-10"7'-10"7'-10" 5'-8"5'-8"5'-8"5'-8"28'-0"28'-0"28'-0"28'-0"10'-2"10'-2"10'-2"10'-2" 11'-0"11'-0"11'-0"11'-0" 11'-0"11'-0"11'-0"11'-0" 11'-0"11'-0"11'-0"11'-0" 11'-0"11'-0"11'-0"11'-0" 11'-0"11'-0"11'-0"11'-0" 11'-0"11'-0"11'-0"11'-0" 11'-0"11'-0"11'-0"11'-0" 10'-9 5/8"10'-9 5/8"10'-9 5/8"10'-9 5/8" EIFS ON STUDSEIFS ON STUDSEIFS ON STUDSEIFS ON STUDS 47 SQ FT47 SQ FT47 SQ FT47 SQ FT EIFS ON STUDEIFS ON STUDEIFS ON STUDEIFS ON STUD 15 SQ FT15 SQ FT15 SQ FT15 SQ FT METAL ROOF 1592 SQ FTMETAL ROOF 1592 SQ FTMETAL ROOF 1592 SQ FTMETAL ROOF 1592 SQ FT METAL ROOF 1156 SQ FTMETAL ROOF 1156 SQ FTMETAL ROOF 1156 SQ FTMETAL ROOF 1156 SQ FT EIFS PARAPET -EIFS PARAPET -EIFS PARAPET -EIFS PARAPET - SEE NOTE 2SEE NOTE 2SEE NOTE 2SEE NOTE 2 EIFS PARAPET -EIFS PARAPET -EIFS PARAPET -EIFS PARAPET - EIFS PARAPETEIFS PARAPETEIFS PARAPETEIFS PARAPET B.O.D. 20' - 10" UPPER LEVEL 0' - 0" E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 TOP EX 12' - 4" EXISTING FFE 0' - 0" T.O.S 22' - 6"B.O.D. 20' - 10" 1111 2222 2222 1111 6666 5555 6666 1111 5555 3333 4444 EAEBECEDEEEF TOP EX 12' - 4" EXISTING FFE 0' - 0" T.O.S 22' - 6" EGEH 3333 55556666 3333 2222 5555 2222 2222 4444 5555 5555 1111 2222 PAINT ON 6.25" SMOOTH CEMENT SIDING - SHERWIN WILLIAMS 6118 LEATHER BOUND* PAINT ON 6.25" SMOOTH CEMENT SIDING - SHERWIN WILLIAMS 7730 FOREST WOOD* PAINT ON 5.5" 4/4 SMOOTH CEMENT TRIM - SHERWIN WILLIAMS 6118 LEATHER BOUND PAINT ON 5.5" 4/4 SMOOTH CEMENT TRIM - SHERWIN WILLIAMS 7730 FOREST WOOD PRE-FINISHED METAL COPING - ARCHITECT TO SELECT COLOR FROM MFR'S STANDARD RANGE SIKA 'DECOR' PVC ROOF - LEAD GRAY MASONRY VENEER BLOCK - COLOR TO MATCH EXISTING *AT OUTSIDE CORNERS OF SIDING, PROVIDE METAL TRIM (EZ .31 OR SIM) SEE 1/A403 IN BASE SET 1 2 3 4 5 6 7 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 1. 10-31-16 PERMIT SET 01-12-17 CONSTRUCTION DOCUMENTS 7. 01-24-17 BULLETIN 007 8. 03-10-17 BULLETIN 008 9. 04-11-17 BULLETIN 009 10. 04-24-17 BULLETIN 010 4/24/2017 As indicated 5/ 3 / 2 0 1 7 9 : 1 0 : 4 3 A M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 16003 AQUATIC CENTER RENOVATION - ELEVATIONS AX201 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"3 AQ CENTER WEST ELEVATION - DEMO 1/8" = 1'-0"2 AQ CENTER SOUTH ELEVATION - DEMO 1/8" = 1'-0"1 AQ CENTER SOUTH ELEVATION - NEW 1/8" = 1'-0"4 AQ CENTER WEST ELEVATION - NEW 1" = 1'-0" AQUATIC CENTER RENOVATION MATERIALS LEGEND EA EB EC ED EE EF TOP EX 12' - 4" EXISTING FFE 0' - 0" T.O.S 22' - 6" EG EH NJ EIFS ON STUDSEIFS ON STUDSEIFS ON STUDSEIFS ON STUDS 857 SQ FT857 SQ FT857 SQ FT857 SQ FT EIFS ON STUDSEIFS ON STUDSEIFS ON STUDSEIFS ON STUDS 33 SQ FT33 SQ FT33 SQ FT33 SQ FT SEE NOTE 1SEE NOTE 1SEE NOTE 1SEE NOTE 1 10'-0"10'-0"10'-0"10'-0" 7'-10"7'-10"7'-10"7'-10"22'-6"22'-6"22'-6"22'-6"9'-8"9'-8"9'-8"9'-8" 9'-8"9'-8"9'-8"9'-8"22'-6"22'-6"22'-6"22'-6"17'-8 3/8"17'-8 3/8"17'-8 3/8"17'-8 3/8" EIFS PARAPETS -EIFS PARAPETS -EIFS PARAPETS -EIFS PARAPETS - SEE NOTE 2SEE NOTE 2SEE NOTE 2SEE NOTE 2 EIFS ON STUDSEIFS ON STUDSEIFS ON STUDSEIFS ON STUDS 60 SQ FT60 SQ FT60 SQ FT60 SQ FT B.O.D. 20' - 10" UPPER LEVEL 0' - 0" E1E2E3E4E5E6E7E8E9E10E11E12E13E14 TOP EX 12' - 4" EXISTING FFE 0' - 0" T.O.S 22' - 6" METAL ROOFMETAL ROOFMETAL ROOFMETAL ROOF 1588 SF1588 SF1588 SF1588 SF EIFS ON STUDEIFS ON STUDEIFS ON STUDEIFS ON STUD 1756 SQ FT1756 SQ FT1756 SQ FT1756 SQ FT EIFS ON CMUEIFS ON CMUEIFS ON CMUEIFS ON CMU 68 SQ FT68 SQ FT68 SQ FT68 SQ FT 7'-10"7'-10"7'-10"7'-10"5'-8"5'-8"5'-8"5'-8"28'-0"28'-0"28'-0"28'-0"10'-2"10'-2"10'-2"10'-2"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"10'-9 5/8"10'-9 5/8"10'-9 5/8"10'-9 5/8" EIFS ON STUDSEIFS ON STUDSEIFS ON STUDSEIFS ON STUDS 16 SQ FT - SEE NOTE 116 SQ FT - SEE NOTE 116 SQ FT - SEE NOTE 116 SQ FT - SEE NOTE 1 EIFS ON STUDSEIFS ON STUDSEIFS ON STUDSEIFS ON STUDS 60 SQ FT EA60 SQ FT EA60 SQ FT EA60 SQ FT EA EIFS PARAPET -EIFS PARAPET -EIFS PARAPET -EIFS PARAPET - SEE NOTE 2SEE NOTE 2SEE NOTE 2SEE NOTE 2 EFIS PARAPETEFIS PARAPETEFIS PARAPETEFIS PARAPET SEE NOTE 2SEE NOTE 2SEE NOTE 2SEE NOTE 2 EIFS PARAPETEIFS PARAPETEIFS PARAPETEIFS PARAPET SEE NOTE 2SEE NOTE 2SEE NOTE 2SEE NOTE 2 EIFS PARAPETEIFS PARAPETEIFS PARAPETEIFS PARAPET SEE NOTE 2SEE NOTE 2SEE NOTE 2SEE NOTE 2 B.O.D. 20' - 10" UPPER LEVEL 0' - 0" EA EB EC ED EE EF TOP EX 12' - 4" EXISTING FFE 0' - 0" T.O.S 22' - 6" EG EH 3333 5555 3333 2222 1111 5555 5555 1111 6666 1111 7777 UPPER LEVEL 0' - 0" E1E2E3E4E5E6E7E8E9E10E11E12E13E14 TOP EX 12' - 4" EXISTING FFE 0' - 0" T.O.S 22' - 6" 4444 2222 3333 1111 5555 2222 5555 6666 5555 1111 2222 2222 PAINT ON 6.25" SMOOTH CEMENT SIDING - SHERWIN WILLIAMS 6118 LEATHER BOUND* PAINT ON 6.25" SMOOTH CEMENT SIDING - SHERWIN WILLIAMS 7730 FOREST WOOD* PAINT ON 5.5" 4/4 SMOOTH CEMENT TRIM - SHERWIN WILLIAMS 6118 LEATHER BOUND PAINT ON 5.5" 4/4 SMOOTH CEMENT TRIM - SHERWIN WILLIAMS 7730 FOREST WOOD PRE-FINISHED METAL COPING - ARCHITECT TO SELECT COLOR FROM MFR'S STANDARD RANGE SIKA 'DECOR' PVC ROOF - LEAD GRAY MASONRY VENEER BLOCK - COLOR TO MATCH EXISTING *AT OUTSIDE CORNERS OF SIDING, PROVIDE METAL TRIM (EZ .31 OR SIM) SEE 1/A403 IN BASE SET 1 2 3 4 5 6 7 SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 1. 10-31-16 PERMIT SET 01-12-17 CONSTRUCTION DOCUMENTS 7. 01-24-17 BULLETIN 007 8. 03-10-17 BULLETIN 008 9. 04-11-17 BULLETIN 009 10. 04-17-17 PR 004 / ALT 1 PERMIT As indicated 4/ 1 7 / 2 0 1 7 4 : 5 1 : 5 7 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 16003 AQUATIC CENTER RENOVATION - ELEVATIONS AX202 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/8" = 1'-0"3 AQ CENTER EAST ELEVATION - DEMO 1/8" = 1'-0"2 AQ CENTER NORTH ELEVATION - DEMO 1/8" = 1'-0"4 AQ CENTER EAST ELEVATION - NEW 1/8" = 1'-0"1 AQ CENTER NORTH ELEVATION - NEW 1" = 1'-0" AQUATIC CENTER RENOVATION MATERIALS LEGEND 8' - 8"8' - 8"8' - 8"8' - 8" 12' - 9 1/2"12' - 9 1/2"12' - 9 1/2"12' - 9 1/2" NEW SCORE FACE CMUNEW SCORE FACE CMUNEW SCORE FACE CMUNEW SCORE FACE CMU IN ORIGINAL SCOPEIN ORIGINAL SCOPEIN ORIGINAL SCOPEIN ORIGINAL SCOPE EXISTING SCORING PLATFORMEXISTING SCORING PLATFORMEXISTING SCORING PLATFORMEXISTING SCORING PLATFORM 13' - 4"13' - 4"13' - 4"13' - 4" EXISTING GLULAMEXISTING GLULAMEXISTING GLULAMEXISTING GLULAM REFINISHREFINISHREFINISHREFINISH EXISTING SCORE FACE CMUEXISTING SCORE FACE CMUEXISTING SCORE FACE CMUEXISTING SCORE FACE CMU NO WORKNO WORKNO WORKNO WORK NEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELS NEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELS EXISTING GLULAMEXISTING GLULAMEXISTING GLULAMEXISTING GLULAM REFINISHREFINISHREFINISHREFINISH NEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELS A114N A112N A111N EXISTING SCORE FACE CMUEXISTING SCORE FACE CMUEXISTING SCORE FACE CMUEXISTING SCORE FACE CMU NO WORKNO WORKNO WORKNO WORK EXISTING GLULAMEXISTING GLULAMEXISTING GLULAMEXISTING GLULAM REFINISHREFINISHREFINISHREFINISH EXISTING SCORE FACE CMUEXISTING SCORE FACE CMUEXISTING SCORE FACE CMUEXISTING SCORE FACE CMU NO WORKNO WORKNO WORKNO WORK NEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELS EXISTING GLULAMEXISTING GLULAMEXISTING GLULAMEXISTING GLULAM REFINISHREFINISHREFINISHREFINISH EXISTING DUCTWORKEXISTING DUCTWORKEXISTING DUCTWORKEXISTING DUCTWORK NEW PAINTNEW PAINTNEW PAINTNEW PAINT EXISTING DUCTWORKEXISTING DUCTWORKEXISTING DUCTWORKEXISTING DUCTWORK NEW PAINTNEW PAINTNEW PAINTNEW PAINT NEW ACOUSTICNEW ACOUSTICNEW ACOUSTICNEW ACOUSTIC PANELSPANELSPANELSPANELS EXISTING SCORE FACE CMUEXISTING SCORE FACE CMUEXISTING SCORE FACE CMUEXISTING SCORE FACE CMU NO WORKNO WORKNO WORKNO WORK EXISTING DUCTWORKEXISTING DUCTWORKEXISTING DUCTWORKEXISTING DUCTWORK NEW PAINTNEW PAINTNEW PAINTNEW PAINT EXISTING DUCTWORKEXISTING DUCTWORKEXISTING DUCTWORKEXISTING DUCTWORK NEW PAINTNEW PAINTNEW PAINTNEW PAINT EXISTING DUCTWORKEXISTING DUCTWORKEXISTING DUCTWORKEXISTING DUCTWORK NEW PAINTNEW PAINTNEW PAINTNEW PAINT EXISTING 1X6 PLANKSEXISTING 1X6 PLANKSEXISTING 1X6 PLANKSEXISTING 1X6 PLANKS NO WORKNO WORKNO WORKNO WORK EXISTING BLEACHERSEXISTING BLEACHERSEXISTING BLEACHERSEXISTING BLEACHERS REFINISHREFINISHREFINISHREFINISH EXISTING BLEACHERSEXISTING BLEACHERSEXISTING BLEACHERSEXISTING BLEACHERS REFINISHREFINISHREFINISHREFINISH NEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELS NEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELS EXISTING DUCTWORKEXISTING DUCTWORKEXISTING DUCTWORKEXISTING DUCTWORK NEW PAINTNEW PAINTNEW PAINTNEW PAINT EXISTING SCORE FACE CMUEXISTING SCORE FACE CMUEXISTING SCORE FACE CMUEXISTING SCORE FACE CMU NO WORKNO WORKNO WORKNO WORK EXISTING GLULAMEXISTING GLULAMEXISTING GLULAMEXISTING GLULAM REFINISHREFINISHREFINISHREFINISH EXISTING SCORE FACE CMUEXISTING SCORE FACE CMUEXISTING SCORE FACE CMUEXISTING SCORE FACE CMU NO WORKNO WORKNO WORKNO WORK EXISTING DUCTWORKEXISTING DUCTWORKEXISTING DUCTWORKEXISTING DUCTWORK NEW PAINTNEW PAINTNEW PAINTNEW PAINT EXISTING GLULAMEXISTING GLULAMEXISTING GLULAMEXISTING GLULAM REFINISHREFINISHREFINISHREFINISH NEW/ RE-BUILT CMU MECHANICAL ENCLOSURENEW/ RE-BUILT CMU MECHANICAL ENCLOSURENEW/ RE-BUILT CMU MECHANICAL ENCLOSURENEW/ RE-BUILT CMU MECHANICAL ENCLOSURE IN ORIGNAL SCOPE OF WORKIN ORIGNAL SCOPE OF WORKIN ORIGNAL SCOPE OF WORKIN ORIGNAL SCOPE OF WORK NEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELS NEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELS A108 NEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELSNEW ACOUSTIC PANELS SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 1. 10-31-16 PERMIT SET 01-12-17 CONSTRUCTION DOCUMENTS 7. 01-24-17 BULLETIN 007 8. 03-10-17 BULLETIN 008 9. 04-11-17 BULLETIN 009 10. 04-17-17 PR 004 / ALT 1 PERMIT 1/4" = 1'-0" 4/ 1 7 / 2 0 1 7 4 : 5 2 : 0 1 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 16003 AQUATIC CENTER RENOVATION - INTERIOR ELEVATIONS AX211 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/4" = 1'-0"4 INTERIOR - NORTH 1/4" = 1'-0"2 INTERIOR - WEST 1/4" = 1'-0"1 INTERIOR - SOUTH 1/4" = 1'-0"3 INTERIOR - EAST EBEC EDEE TOP EX 12' - 4" EXISTING FFE 0' - 0" EX. FOUND -3' - 0" T.O.S 22' - 6" B.O.D. 20' - 10" AX301 4 AX301 3 8' - 8"8' - 8"8' - 8"8' - 8" WALL TYPE AWALL TYPE AWALL TYPE AWALL TYPE A ROOF TYPE 3ROOF TYPE 3ROOF TYPE 3ROOF TYPE 3 ROOF TYPE 3ROOF TYPE 3ROOF TYPE 3ROOF TYPE 3 WALL CONSTRUCTION A (EX. STUD):WALL CONSTRUCTION A (EX. STUD):WALL CONSTRUCTION A (EX. STUD):WALL CONSTRUCTION A (EX. STUD): 1.1.1.1.FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING 2.2.2.2.KNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFR 3.3.3.3.1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER AND AIR BARRIERAND AIR BARRIERAND AIR BARRIERAND AIR BARRIER 4.4.4.4.EX. 1/2" EXTERIOR GYP BD SHEATHING*EX. 1/2" EXTERIOR GYP BD SHEATHING*EX. 1/2" EXTERIOR GYP BD SHEATHING*EX. 1/2" EXTERIOR GYP BD SHEATHING* 5.5.5.5.EX. 2X6 STUDS, 16" OC (VIF)EX. 2X6 STUDS, 16" OC (VIF)EX. 2X6 STUDS, 16" OC (VIF)EX. 2X6 STUDS, 16" OC (VIF) 6.6.6.6.EX. 6 MIL VAPOR BARRIER*EX. 6 MIL VAPOR BARRIER*EX. 6 MIL VAPOR BARRIER*EX. 6 MIL VAPOR BARRIER* 7.7.7.7.EX. 1/2" STRUCTURAL PLYWOOD*EX. 1/2" STRUCTURAL PLYWOOD*EX. 1/2" STRUCTURAL PLYWOOD*EX. 1/2" STRUCTURAL PLYWOOD* 8.8.8.8.INTERIOR FINISH AS NOTEDINTERIOR FINISH AS NOTEDINTERIOR FINISH AS NOTEDINTERIOR FINISH AS NOTED * INSPECT AND REPLACE WHEN DETERIORATED* INSPECT AND REPLACE WHEN DETERIORATED* INSPECT AND REPLACE WHEN DETERIORATED* INSPECT AND REPLACE WHEN DETERIORATED U-FACTOR = .050 PER ASHRAE 90.1 TABLE A3.4U-FACTOR = .050 PER ASHRAE 90.1 TABLE A3.4U-FACTOR = .050 PER ASHRAE 90.1 TABLE A3.4U-FACTOR = .050 PER ASHRAE 90.1 TABLE A3.4 AX302 5 Sim 17' - 4"17' - 4"17' - 4"17' - 4" EX. 1X 6 PLANKS TO REMAINEX. 1X 6 PLANKS TO REMAINEX. 1X 6 PLANKS TO REMAINEX. 1X 6 PLANKS TO REMAIN EX. SOFFIT CONSTRUCTIONEX. SOFFIT CONSTRUCTIONEX. SOFFIT CONSTRUCTIONEX. SOFFIT CONSTRUCTION EX BLOCK AND SILL TO REMAINEX BLOCK AND SILL TO REMAINEX BLOCK AND SILL TO REMAINEX BLOCK AND SILL TO REMAIN SKYLIGHT TO BE REPLACED WITHSKYLIGHT TO BE REPLACED WITHSKYLIGHT TO BE REPLACED WITHSKYLIGHT TO BE REPLACED WITH FIXED UNIT - COORD CURB DETAILFIXED UNIT - COORD CURB DETAILFIXED UNIT - COORD CURB DETAILFIXED UNIT - COORD CURB DETAIL WITH ROOF MFR AND SKYLIGHT MFRWITH ROOF MFR AND SKYLIGHT MFRWITH ROOF MFR AND SKYLIGHT MFRWITH ROOF MFR AND SKYLIGHT MFR EX. WINDOW TO REMAIN.EX. WINDOW TO REMAIN.EX. WINDOW TO REMAIN.EX. WINDOW TO REMAIN. PROVIDE NEW SEALANT ATPROVIDE NEW SEALANT ATPROVIDE NEW SEALANT ATPROVIDE NEW SEALANT AT PERIMETER, TYP.PERIMETER, TYP.PERIMETER, TYP.PERIMETER, TYP. KAL-WALL - GLAZING REPLACEMENT ONLYKAL-WALL - GLAZING REPLACEMENT ONLYKAL-WALL - GLAZING REPLACEMENT ONLYKAL-WALL - GLAZING REPLACEMENT ONLY ROOF TYPE 2ROOF TYPE 2ROOF TYPE 2ROOF TYPE 2 EX. 2X12 RAFTERS TO REMAINEX. 2X12 RAFTERS TO REMAINEX. 2X12 RAFTERS TO REMAINEX. 2X12 RAFTERS TO REMAIN COORDINATE DETAIL WITH KAL-WALL MFRCOORDINATE DETAIL WITH KAL-WALL MFRCOORDINATE DETAIL WITH KAL-WALL MFRCOORDINATE DETAIL WITH KAL-WALL MFR 1X6 WOOD PLANKS TO REMAIN1X6 WOOD PLANKS TO REMAIN1X6 WOOD PLANKS TO REMAIN1X6 WOOD PLANKS TO REMAIN UPPER LEVEL 0' - 0" E1 E2 TOP EX 12' - 4" EXISTING FFE 0' - 0" EX. FOUND -3' - 0" T.O.S 22' - 6" B.O.D. 20' - 10" AX301 6 AX301 5 AX302 5 Sim WALL CONSTRUCTION A (EX. STUD):WALL CONSTRUCTION A (EX. STUD):WALL CONSTRUCTION A (EX. STUD):WALL CONSTRUCTION A (EX. STUD): 1.1.1.1.FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING 2.2.2.2.KNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFR 3.3.3.3.1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER AND AIR BARRIERAND AIR BARRIERAND AIR BARRIERAND AIR BARRIER 4.4.4.4.EX. 1/2" EXTERIOR GYP BD SHEATHING*EX. 1/2" EXTERIOR GYP BD SHEATHING*EX. 1/2" EXTERIOR GYP BD SHEATHING*EX. 1/2" EXTERIOR GYP BD SHEATHING* 5.5.5.5.EX. 2X6 STUDS, 16" OC (VIF) W/ R-11 BATTEX. 2X6 STUDS, 16" OC (VIF) W/ R-11 BATTEX. 2X6 STUDS, 16" OC (VIF) W/ R-11 BATTEX. 2X6 STUDS, 16" OC (VIF) W/ R-11 BATT 6.6.6.6.EX. 6 MIL VAPOR BARRIER*EX. 6 MIL VAPOR BARRIER*EX. 6 MIL VAPOR BARRIER*EX. 6 MIL VAPOR BARRIER* 7.7.7.7.EX. 1/2" STRUCTURAL PLYWOOD*EX. 1/2" STRUCTURAL PLYWOOD*EX. 1/2" STRUCTURAL PLYWOOD*EX. 1/2" STRUCTURAL PLYWOOD* 8.8.8.8.INTERIOR FINSH AS NOTEDINTERIOR FINSH AS NOTEDINTERIOR FINSH AS NOTEDINTERIOR FINSH AS NOTED * INSPECT AND REPLACE WHEN DETERIORATED* INSPECT AND REPLACE WHEN DETERIORATED* INSPECT AND REPLACE WHEN DETERIORATED* INSPECT AND REPLACE WHEN DETERIORATED U FACTOR = .050 PER ASHRAE 90-1 TABLE A3.4U FACTOR = .050 PER ASHRAE 90-1 TABLE A3.4U FACTOR = .050 PER ASHRAE 90-1 TABLE A3.4U FACTOR = .050 PER ASHRAE 90-1 TABLE A3.4 WALL TYPE AWALL TYPE AWALL TYPE AWALL TYPE A ROOF TYPE 3ROOF TYPE 3ROOF TYPE 3ROOF TYPE 3 EX. CMU ANDEX. CMU ANDEX. CMU ANDEX. CMU AND BLOCK WALL TOBLOCK WALL TOBLOCK WALL TOBLOCK WALL TO REMAINREMAINREMAINREMAIN 17' - 4"17' - 4"17' - 4"17' - 4" AX301 3 Sim PROVIDE NEW MEMBRANE FLASHINGPROVIDE NEW MEMBRANE FLASHINGPROVIDE NEW MEMBRANE FLASHINGPROVIDE NEW MEMBRANE FLASHING WHERE STUCCO ISI REMOVED FROMWHERE STUCCO ISI REMOVED FROMWHERE STUCCO ISI REMOVED FROMWHERE STUCCO ISI REMOVED FROM PARAPET - COORIDNATE FLASHINGPARAPET - COORIDNATE FLASHINGPARAPET - COORIDNATE FLASHINGPARAPET - COORIDNATE FLASHING DETAIL WITH KAL WALL MFRDETAIL WITH KAL WALL MFRDETAIL WITH KAL WALL MFRDETAIL WITH KAL WALL MFR NEW KEFED ACOUSTIC PANELNEW KEFED ACOUSTIC PANELNEW KEFED ACOUSTIC PANELNEW KEFED ACOUSTIC PANEL EX. GLULAMEX. GLULAMEX. GLULAMEX. GLULAM ED T.O.S 22' - 6" B.O.D. 20' - 10" ROOF TYPE 3ROOF TYPE 3ROOF TYPE 3ROOF TYPE 3 ROOF TYPE 2ROOF TYPE 2ROOF TYPE 2ROOF TYPE 2 FIRESTONE BT-1FIRESTONE BT-1FIRESTONE BT-1FIRESTONE BT-1 DEMO EX. BLOCKING AND FLASHING.DEMO EX. BLOCKING AND FLASHING.DEMO EX. BLOCKING AND FLASHING.DEMO EX. BLOCKING AND FLASHING. PROVIDE BT-1 BASE TIE-IN DETAILPROVIDE BT-1 BASE TIE-IN DETAILPROVIDE BT-1 BASE TIE-IN DETAILPROVIDE BT-1 BASE TIE-IN DETAIL PROVIDE NEW 1-1/2" RIGIDPROVIDE NEW 1-1/2" RIGIDPROVIDE NEW 1-1/2" RIGIDPROVIDE NEW 1-1/2" RIGID INSULATION HERE AND WRAPINSULATION HERE AND WRAPINSULATION HERE AND WRAPINSULATION HERE AND WRAP EPDM MEBRANE OVER PARAPETEPDM MEBRANE OVER PARAPETEPDM MEBRANE OVER PARAPETEPDM MEBRANE OVER PARAPET FIRESTONE T-7FIRESTONE T-7FIRESTONE T-7FIRESTONE T-7 PROVIDE COUNTERFLASHING ANDPROVIDE COUNTERFLASHING ANDPROVIDE COUNTERFLASHING ANDPROVIDE COUNTERFLASHING AND TERMINATION PER T-7 DETAIL -TERMINATION PER T-7 DETAIL -TERMINATION PER T-7 DETAIL -TERMINATION PER T-7 DETAIL - MODIFY AS REQUIREDMODIFY AS REQUIREDMODIFY AS REQUIREDMODIFY AS REQUIRED SIKA DS1-9SIKA DS1-9SIKA DS1-9SIKA DS1-9 ROOFING CONTRACTOR TO WORKROOFING CONTRACTOR TO WORKROOFING CONTRACTOR TO WORKROOFING CONTRACTOR TO WORK WITH ARCHITECT TO MODIFY THISWITH ARCHITECT TO MODIFY THISWITH ARCHITECT TO MODIFY THISWITH ARCHITECT TO MODIFY THIS DETAIL FOR VERITCAL APPLICATIONDETAIL FOR VERITCAL APPLICATIONDETAIL FOR VERITCAL APPLICATIONDETAIL FOR VERITCAL APPLICATION EC B.O.D. 20' - 10" TERMINATE CLADDING HERE.TERMINATE CLADDING HERE.TERMINATE CLADDING HERE.TERMINATE CLADDING HERE. CONTINUE INSULATION TO ROOF.CONTINUE INSULATION TO ROOF.CONTINUE INSULATION TO ROOF.CONTINUE INSULATION TO ROOF. SIKA 3-4SIKA 3-4SIKA 3-4SIKA 3-4 PROVIDE TERMINATION BAR ANDPROVIDE TERMINATION BAR ANDPROVIDE TERMINATION BAR ANDPROVIDE TERMINATION BAR AND SEALANT PER 3-4 DETAILSEALANT PER 3-4 DETAILSEALANT PER 3-4 DETAILSEALANT PER 3-4 DETAIL PROVIDE FLASHING, SECUREMENTPROVIDE FLASHING, SECUREMENTPROVIDE FLASHING, SECUREMENTPROVIDE FLASHING, SECUREMENT AND WELD PER 3-4 DETAILAND WELD PER 3-4 DETAILAND WELD PER 3-4 DETAILAND WELD PER 3-4 DETAIL FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING CI GIRT AND FASTENERSCI GIRT AND FASTENERSCI GIRT AND FASTENERSCI GIRT AND FASTENERS ROOF TYPE 3ROOF TYPE 3ROOF TYPE 3ROOF TYPE 3 GALV. MTL Z- FLASHINGGALV. MTL Z- FLASHINGGALV. MTL Z- FLASHINGGALV. MTL Z- FLASHING EX. 2X12 RAFTERSEX. 2X12 RAFTERSEX. 2X12 RAFTERSEX. 2X12 RAFTERS E2 CEMENT SIDING ANDCEMENT SIDING ANDCEMENT SIDING ANDCEMENT SIDING AND STARTER STRIPSTARTER STRIPSTARTER STRIPSTARTER STRIP CEMENT TRIM BOARD ATCEMENT TRIM BOARD ATCEMENT TRIM BOARD ATCEMENT TRIM BOARD AT PERIMETERPERIMETERPERIMETERPERIMETER GALV. MTL Z-FLASHING,GALV. MTL Z-FLASHING,GALV. MTL Z-FLASHING,GALV. MTL Z-FLASHING, SECURED TO CHANNELSECURED TO CHANNELSECURED TO CHANNELSECURED TO CHANNEL MORE FLASHING TAPEMORE FLASHING TAPEMORE FLASHING TAPEMORE FLASHING TAPE OVERLAPS HEAD FLASHINGOVERLAPS HEAD FLASHINGOVERLAPS HEAD FLASHINGOVERLAPS HEAD FLASHING GALV. MTL Z-FLASHINGGALV. MTL Z-FLASHINGGALV. MTL Z-FLASHINGGALV. MTL Z-FLASHING FLASHING TAPE WRAPSFLASHING TAPE WRAPSFLASHING TAPE WRAPSFLASHING TAPE WRAPS INTO OPENINGINTO OPENINGINTO OPENINGINTO OPENING NEW 2X2 CONT STEEL ANGLE -NEW 2X2 CONT STEEL ANGLE -NEW 2X2 CONT STEEL ANGLE -NEW 2X2 CONT STEEL ANGLE - FASTEN TO FRAMINGFASTEN TO FRAMINGFASTEN TO FRAMINGFASTEN TO FRAMING GALV. MTL JAMBGALV. MTL JAMBGALV. MTL JAMBGALV. MTL JAMB FLASHING, PAINTFLASHING, PAINTFLASHING, PAINTFLASHING, PAINT EX. 2X6 HEADEREX. 2X6 HEADEREX. 2X6 HEADEREX. 2X6 HEADER CONSTRUCTIONCONSTRUCTIONCONSTRUCTIONCONSTRUCTION EXISTING WINDOW. PROVIDEEXISTING WINDOW. PROVIDEEXISTING WINDOW. PROVIDEEXISTING WINDOW. PROVIDE NEW SEALANT AT PERIMETER.NEW SEALANT AT PERIMETER.NEW SEALANT AT PERIMETER.NEW SEALANT AT PERIMETER. NOTE: USE THIS DETAIL FOR TWO UPPERNOTE: USE THIS DETAIL FOR TWO UPPERNOTE: USE THIS DETAIL FOR TWO UPPERNOTE: USE THIS DETAIL FOR TWO UPPER SIDES OF DIAMOND GABLE WINDOWSIDES OF DIAMOND GABLE WINDOWSIDES OF DIAMOND GABLE WINDOWSIDES OF DIAMOND GABLE WINDOW E2 T.O.S 22' - 6" NEW GALV. MTL SILL FLASHINGNEW GALV. MTL SILL FLASHINGNEW GALV. MTL SILL FLASHINGNEW GALV. MTL SILL FLASHING EXTENSION WITH DRIP EDGEEXTENSION WITH DRIP EDGEEXTENSION WITH DRIP EDGEEXTENSION WITH DRIP EDGE FLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTOFLASHING TAPE WRAPS INTO OPENINGOPENINGOPENINGOPENING NEW 2X2 STEEL ANGLE ATNEW 2X2 STEEL ANGLE ATNEW 2X2 STEEL ANGLE ATNEW 2X2 STEEL ANGLE AT PERIMETER, FASTEN TO FAMINGPERIMETER, FASTEN TO FAMINGPERIMETER, FASTEN TO FAMINGPERIMETER, FASTEN TO FAMING CEMENT TRIM BOARD ATCEMENT TRIM BOARD ATCEMENT TRIM BOARD ATCEMENT TRIM BOARD AT PERIMETERPERIMETERPERIMETERPERIMETER EX. 2X6 SILLEX. 2X6 SILLEX. 2X6 SILLEX. 2X6 SILL CONSTRUCTIONCONSTRUCTIONCONSTRUCTIONCONSTRUCTION EXISTING WINDOW. PROVIDEEXISTING WINDOW. PROVIDEEXISTING WINDOW. PROVIDEEXISTING WINDOW. PROVIDE NEW SELANT AT PERIMETER.NEW SELANT AT PERIMETER.NEW SELANT AT PERIMETER.NEW SELANT AT PERIMETER. NOTE: USE THIS DETAIL FOR TWO LOWERNOTE: USE THIS DETAIL FOR TWO LOWERNOTE: USE THIS DETAIL FOR TWO LOWERNOTE: USE THIS DETAIL FOR TWO LOWER SIDES OF DIAMOND GABLE WINDOWSIDES OF DIAMOND GABLE WINDOWSIDES OF DIAMOND GABLE WINDOWSIDES OF DIAMOND GABLE WINDOW CEMENT SIDING - LEAVE 1/4"CEMENT SIDING - LEAVE 1/4"CEMENT SIDING - LEAVE 1/4"CEMENT SIDING - LEAVE 1/4" GAP AND CAULKGAP AND CAULKGAP AND CAULKGAP AND CAULK EX. 1X BOARD PANELINGEX. 1X BOARD PANELINGEX. 1X BOARD PANELINGEX. 1X BOARD PANELING TO REMAINTO REMAINTO REMAINTO REMAIN SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 1. 10-31-16 PERMIT SET 01-12-17 CONSTRUCTION DOCUMENTS 7. 01-24-17 BULLETIN 007 8. 03-10-17 BULLETIN 008 9. 04-11-17 BULLETIN 009 10. 04-17-17 PR 004 / ALT 1 PERMIT As indicated 4/ 1 7 / 2 0 1 7 4 : 5 2 : 0 4 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 16003 AQUATIC CENTER RENOVATION - SECTIONS AND DETAILS AX301 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/2" = 1'-0"1 Section @ GRID EB THRU EE 1/2" = 1'-0"2 Section @ GRID E1 & E2 1 1/2" = 1'-0"4 FLASHING @ ROOF TRANSITION 1 1/2" = 1'-0"3 FLASHING @ LOWER SLOPED ROOF 1 1/2" = 1'-0"6 WINDOW HEAD, TYP 1 1/2" = 1'-0"5 WINDOW SILL, TYP DISCLAIMER: DETAILS DEPICT CONDITIONS AS DESCRIBED BY RECORD DRAWINGS AND MAY NOT REFLECT ACTUAL AS-BUILT CONDITIONS. CONTRACTORS TO TO VERIFY ALL CONDITIONS IN FIELD. UPPER LEVEL 0' - 0" EC TOP EX 12' - 4" EXISTING FFE 0' - 0" EX. FOUND -3' - 0" T.O.S 22' - 6" EX. INTERMITTENT FOOTINGEX. INTERMITTENT FOOTINGEX. INTERMITTENT FOOTINGEX. INTERMITTENT FOOTING EX, GRADE BEAMEX, GRADE BEAMEX, GRADE BEAMEX, GRADE BEAM AX302 7 B.O.D. 20' - 10" EXIST POOL DECKEXIST POOL DECKEXIST POOL DECKEXIST POOL DECK A109 WALL CONSTRUCTION B (EX. CMU):WALL CONSTRUCTION B (EX. CMU):WALL CONSTRUCTION B (EX. CMU):WALL CONSTRUCTION B (EX. CMU): 1.1.1.1.FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING 2.2.2.2.KNIGHT CI GIRTS, 16"OC, FASTENED TO CMU PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO CMU PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO CMU PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO CMU PER MFR 3.3.3.3.2" POLYISO INSULATION, SEAMS TAPED FOR WATER AND2" POLYISO INSULATION, SEAMS TAPED FOR WATER AND2" POLYISO INSULATION, SEAMS TAPED FOR WATER AND2" POLYISO INSULATION, SEAMS TAPED FOR WATER AND AIR BARRIERAIR BARRIERAIR BARRIERAIR BARRIER 4.4.4.4.EX. 8'' REINFORCED CMUEX. 8'' REINFORCED CMUEX. 8'' REINFORCED CMUEX. 8'' REINFORCED CMU U FACTOR = .064 PER ASHRAE 90.1 TABLES A3.1C&DU FACTOR = .064 PER ASHRAE 90.1 TABLES A3.1C&DU FACTOR = .064 PER ASHRAE 90.1 TABLES A3.1C&DU FACTOR = .064 PER ASHRAE 90.1 TABLES A3.1C&D WALL CONSTRUCTION A @ PARAPETWALL CONSTRUCTION A @ PARAPETWALL CONSTRUCTION A @ PARAPETWALL CONSTRUCTION A @ PARAPET AX302 5 Sim UPPER LEVEL 0' - 0" E2 TOP EX 12' - 4" EXISTING FFE 0' - 0" EX. FOUND -3' - 0" T.O.S 22' - 6" B.O.D. 20' - 10" AX302 5 Sim 13' - 4"13' - 4"13' - 4"13' - 4" NEW KERFED ACOUSTIC PANELSNEW KERFED ACOUSTIC PANELSNEW KERFED ACOUSTIC PANELSNEW KERFED ACOUSTIC PANELS WALL CONSTRUCTION B (EX. CMU):WALL CONSTRUCTION B (EX. CMU):WALL CONSTRUCTION B (EX. CMU):WALL CONSTRUCTION B (EX. CMU): 1.1.1.1.FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING 2.2.2.2.KNIGHT CI GIRTS, 16" OC, FASTENED TO CMU PER MFRKNIGHT CI GIRTS, 16" OC, FASTENED TO CMU PER MFRKNIGHT CI GIRTS, 16" OC, FASTENED TO CMU PER MFRKNIGHT CI GIRTS, 16" OC, FASTENED TO CMU PER MFR 3.3.3.3.2" POLYISO INSULATION, SEAMS TAPED FOR WATER AND2" POLYISO INSULATION, SEAMS TAPED FOR WATER AND2" POLYISO INSULATION, SEAMS TAPED FOR WATER AND2" POLYISO INSULATION, SEAMS TAPED FOR WATER AND AIR BARRIERAIR BARRIERAIR BARRIERAIR BARRIER 4.4.4.4.EX. 8'' REINFORCED CMUEX. 8'' REINFORCED CMUEX. 8'' REINFORCED CMUEX. 8'' REINFORCED CMU 5.5.5.5.U-FACTOR = .064 PER ASHRAE 90-1TABLES A3.1C&DU-FACTOR = .064 PER ASHRAE 90-1TABLES A3.1C&DU-FACTOR = .064 PER ASHRAE 90-1TABLES A3.1C&DU-FACTOR = .064 PER ASHRAE 90-1TABLES A3.1C&D FIBER CEMENT DETAIL ATFIBER CEMENT DETAIL ATFIBER CEMENT DETAIL ATFIBER CEMENT DETAIL AT EXISTING PENTRATIONS PEREXISTING PENTRATIONS PEREXISTING PENTRATIONS PEREXISTING PENTRATIONS PER SIDING MFRSIDING MFRSIDING MFRSIDING MFR AX302 7 Sim AX303 5 WALL CONSTRUCTION A (EX. STUD):WALL CONSTRUCTION A (EX. STUD):WALL CONSTRUCTION A (EX. STUD):WALL CONSTRUCTION A (EX. STUD): 1.1.1.1.FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING 2.2.2.2.KNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFR 3.3.3.3.1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER AND AIR BARRIERAND AIR BARRIERAND AIR BARRIERAND AIR BARRIER 4.4.4.4.EX. 1/2" EXTERIOR GYP BD SHEATHING*EX. 1/2" EXTERIOR GYP BD SHEATHING*EX. 1/2" EXTERIOR GYP BD SHEATHING*EX. 1/2" EXTERIOR GYP BD SHEATHING* 5.5.5.5.EX. 2X6 STUDS, 16" OC (VIF) W/ R-11 BATTEX. 2X6 STUDS, 16" OC (VIF) W/ R-11 BATTEX. 2X6 STUDS, 16" OC (VIF) W/ R-11 BATTEX. 2X6 STUDS, 16" OC (VIF) W/ R-11 BATT 6.6.6.6.EX. 6 MIL VAPOR BARRIER*EX. 6 MIL VAPOR BARRIER*EX. 6 MIL VAPOR BARRIER*EX. 6 MIL VAPOR BARRIER* 7.7.7.7.EX. 1/2" STRUCTURAL PLYWOOD*EX. 1/2" STRUCTURAL PLYWOOD*EX. 1/2" STRUCTURAL PLYWOOD*EX. 1/2" STRUCTURAL PLYWOOD* 8.8.8.8.INTERIOR FINSH AS NOTEDINTERIOR FINSH AS NOTEDINTERIOR FINSH AS NOTEDINTERIOR FINSH AS NOTED * INSPECT AND REPLACE WHEN DETERIORATED* INSPECT AND REPLACE WHEN DETERIORATED* INSPECT AND REPLACE WHEN DETERIORATED* INSPECT AND REPLACE WHEN DETERIORATED U FACTOR = .050 PER ASHRAE 90-1 TABLE A3.4U FACTOR = .050 PER ASHRAE 90-1 TABLE A3.4U FACTOR = .050 PER ASHRAE 90-1 TABLE A3.4U FACTOR = .050 PER ASHRAE 90-1 TABLE A3.4 UPPER LEVEL 0' - 0" TOP EX 12' - 4" EXISTING FFE 0' - 0" T.O.S 22' - 6" EG EXISTNG GLULAMEXISTNG GLULAMEXISTNG GLULAMEXISTNG GLULAM INFILL CMU WALL (IN BASEINFILL CMU WALL (IN BASEINFILL CMU WALL (IN BASEINFILL CMU WALL (IN BASE SCOPE OF WORK)SCOPE OF WORK)SCOPE OF WORK)SCOPE OF WORK) EX. 2X12 JOISTS, LVLEX. 2X12 JOISTS, LVLEX. 2X12 JOISTS, LVLEX. 2X12 JOISTS, LVL SISTERED REF. STRUCTURALSISTERED REF. STRUCTURALSISTERED REF. STRUCTURALSISTERED REF. STRUCTURAL ROOF TYPE 1ROOF TYPE 1ROOF TYPE 1ROOF TYPE 1 TERMINATE CLADDING HERE,TERMINATE CLADDING HERE,TERMINATE CLADDING HERE,TERMINATE CLADDING HERE, INSULAITON CONTINUESINSULAITON CONTINUESINSULAITON CONTINUESINSULAITON CONTINUES AX302 5 ROOF TYPE 2ROOF TYPE 2ROOF TYPE 2ROOF TYPE 2 AX302 6 NEW KERFED ACOUSTIC PANELSNEW KERFED ACOUSTIC PANELSNEW KERFED ACOUSTIC PANELSNEW KERFED ACOUSTIC PANELS AX302 8 Sim WALL CONSTRUCTION A (EX. STUD):WALL CONSTRUCTION A (EX. STUD):WALL CONSTRUCTION A (EX. STUD):WALL CONSTRUCTION A (EX. STUD): 1.1.1.1.FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING 2.2.2.2.KNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFR 3.3.3.3.1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER AND AIR BARRIERAND AIR BARRIERAND AIR BARRIERAND AIR BARRIER 4.4.4.4.EX. 1/2" EXTERIOR GYP BD SHEATHING*EX. 1/2" EXTERIOR GYP BD SHEATHING*EX. 1/2" EXTERIOR GYP BD SHEATHING*EX. 1/2" EXTERIOR GYP BD SHEATHING* 5.5.5.5.EX. 2X6 STUDS, 16" OC (VIF) W/ R-11 BATTEX. 2X6 STUDS, 16" OC (VIF) W/ R-11 BATTEX. 2X6 STUDS, 16" OC (VIF) W/ R-11 BATTEX. 2X6 STUDS, 16" OC (VIF) W/ R-11 BATT 6.6.6.6.EX. 6 MIL VAPOR BARRIER*EX. 6 MIL VAPOR BARRIER*EX. 6 MIL VAPOR BARRIER*EX. 6 MIL VAPOR BARRIER* 7.7.7.7.EX. 1/2" STRUCTURAL PLYWOOD*EX. 1/2" STRUCTURAL PLYWOOD*EX. 1/2" STRUCTURAL PLYWOOD*EX. 1/2" STRUCTURAL PLYWOOD* 8.8.8.8.INTERIOR FINSH AS NOTEDINTERIOR FINSH AS NOTEDINTERIOR FINSH AS NOTEDINTERIOR FINSH AS NOTED * INSPECT AND REPLACE WHEN DETERIORATED* INSPECT AND REPLACE WHEN DETERIORATED* INSPECT AND REPLACE WHEN DETERIORATED* INSPECT AND REPLACE WHEN DETERIORATED U FACTOR = .050 PER ASHRAE 90-1 TABLE A3.4U FACTOR = .050 PER ASHRAE 90-1 TABLE A3.4U FACTOR = .050 PER ASHRAE 90-1 TABLE A3.4U FACTOR = .050 PER ASHRAE 90-1 TABLE A3.4 EC CI GIRTCI GIRTCI GIRTCI GIRT WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT TAPED INSULATION SEAMSTAPED INSULATION SEAMSTAPED INSULATION SEAMSTAPED INSULATION SEAMS MIN CLEARANCE 6" ABOVEMIN CLEARANCE 6" ABOVEMIN CLEARANCE 6" ABOVEMIN CLEARANCE 6" ABOVE GRADE - 2" ABOVE HARDSCAPEGRADE - 2" ABOVE HARDSCAPEGRADE - 2" ABOVE HARDSCAPEGRADE - 2" ABOVE HARDSCAPE FLASHING TAPE TOFLASHING TAPE TOFLASHING TAPE TOFLASHING TAPE TO OVERLAP MTL FLASHINGOVERLAP MTL FLASHINGOVERLAP MTL FLASHINGOVERLAP MTL FLASHING GALV. MTL Z-FLASHING WITHGALV. MTL Z-FLASHING WITHGALV. MTL Z-FLASHING WITHGALV. MTL Z-FLASHING WITH KICKKICKKICKKICK WRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUNDWRAP FLASHING TAPE AROUND BASE OF INSULATION (AIR BARRIER)BASE OF INSULATION (AIR BARRIER)BASE OF INSULATION (AIR BARRIER)BASE OF INSULATION (AIR BARRIER) CEMENT SIDING AND STARTERCEMENT SIDING AND STARTERCEMENT SIDING AND STARTERCEMENT SIDING AND STARTER STRIPSTRIPSTRIPSTRIP CL R CL R CL R CL R EX. XPS FOUNDATION INSULATIONEX. XPS FOUNDATION INSULATIONEX. XPS FOUNDATION INSULATIONEX. XPS FOUNDATION INSULATION - PROVIDE PROTECTION BOARD- PROVIDE PROTECTION BOARD- PROVIDE PROTECTION BOARD- PROVIDE PROTECTION BOARD WHERE EXPOSEDWHERE EXPOSEDWHERE EXPOSEDWHERE EXPOSED T.O.S 22' - 6" EG PROVIDE UNDERLAY (IE FLASHINGPROVIDE UNDERLAY (IE FLASHINGPROVIDE UNDERLAY (IE FLASHINGPROVIDE UNDERLAY (IE FLASHING TAPE) TO ISOLATE FLASHING FROMTAPE) TO ISOLATE FLASHING FROMTAPE) TO ISOLATE FLASHING FROMTAPE) TO ISOLATE FLASHING FROM CEMENTCEMENTCEMENTCEMENT AIR WAND WATER BARRIER ATAIR WAND WATER BARRIER ATAIR WAND WATER BARRIER ATAIR WAND WATER BARRIER AT TAPED INSULATION SEAMS -TAPED INSULATION SEAMS -TAPED INSULATION SEAMS -TAPED INSULATION SEAMS - WRAP TAPE OVER TOP OFWRAP TAPE OVER TOP OFWRAP TAPE OVER TOP OFWRAP TAPE OVER TOP OF INSULATIONINSULATIONINSULATIONINSULATION FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING CI GIRT WITH FASTENERSCI GIRT WITH FASTENERSCI GIRT WITH FASTENERSCI GIRT WITH FASTENERS FIRESTONE BT-1FIRESTONE BT-1FIRESTONE BT-1FIRESTONE BT-1 DEMO EX. BLOCKING AND FLASHING.DEMO EX. BLOCKING AND FLASHING.DEMO EX. BLOCKING AND FLASHING.DEMO EX. BLOCKING AND FLASHING. PROVIDE BT-1 BASE TIE-IN DETAILPROVIDE BT-1 BASE TIE-IN DETAILPROVIDE BT-1 BASE TIE-IN DETAILPROVIDE BT-1 BASE TIE-IN DETAIL WRAP EPDM MEBRANE OVER PARAPETWRAP EPDM MEBRANE OVER PARAPETWRAP EPDM MEBRANE OVER PARAPETWRAP EPDM MEBRANE OVER PARAPET EX. TOP PLATEEX. TOP PLATEEX. TOP PLATEEX. TOP PLATE CONTINOUS PLYWOOD NAILERCONTINOUS PLYWOOD NAILERCONTINOUS PLYWOOD NAILERCONTINOUS PLYWOOD NAILER FIRESTONE T-12FIRESTONE T-12FIRESTONE T-12FIRESTONE T-12 NEW CONTINUOUS METALNEW CONTINUOUS METALNEW CONTINUOUS METALNEW CONTINUOUS METAL COPING AND ANCHOR CLIP WITHCOPING AND ANCHOR CLIP WITHCOPING AND ANCHOR CLIP WITHCOPING AND ANCHOR CLIP WITH FASTENERS. SEE T-12 DETAIL.FASTENERS. SEE T-12 DETAIL.FASTENERS. SEE T-12 DETAIL.FASTENERS. SEE T-12 DETAIL. UPPER LEVEL 0' - 0" E13 TOP EX 12' - 4" EXISTING FFE 0' - 0" EX. FOUND -3' - 0" T.O.S 22' - 6" POOL DECK ENTRYPOOL DECK ENTRYPOOL DECK ENTRYPOOL DECK ENTRY A109A EXIST POOL DECKEXIST POOL DECKEXIST POOL DECKEXIST POOL DECK A109 ROOF TYPE 1ROOF TYPE 1ROOF TYPE 1ROOF TYPE 1 EX. GLULAM LEDGEREX. GLULAM LEDGEREX. GLULAM LEDGEREX. GLULAM LEDGER AX302 8 AX302 6 Sim ROOF TYPE 2ROOF TYPE 2ROOF TYPE 2ROOF TYPE 2 EX. JOISTSEX. JOISTSEX. JOISTSEX. JOISTS CEILING AND SOFFITCEILING AND SOFFITCEILING AND SOFFITCEILING AND SOFFIT WALL IN BASE SCOPEWALL IN BASE SCOPEWALL IN BASE SCOPEWALL IN BASE SCOPE OF WORKOF WORKOF WORKOF WORK EX. COLUMN BEYONDEX. COLUMN BEYONDEX. COLUMN BEYONDEX. COLUMN BEYOND NEW KERFED ACOUSTICNEW KERFED ACOUSTICNEW KERFED ACOUSTICNEW KERFED ACOUSTIC PANELSPANELSPANELSPANELS AX302 5 Sim WALL CONSTRUCTION A (EX. STUD):WALL CONSTRUCTION A (EX. STUD):WALL CONSTRUCTION A (EX. STUD):WALL CONSTRUCTION A (EX. STUD): 1.1.1.1.FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING 2.2.2.2.KNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO STUDS PER MFR 3.3.3.3.1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER1.5" POLYISO INSULATION, SEAMS TAPED FOR WATER AND AIR BARRIERAND AIR BARRIERAND AIR BARRIERAND AIR BARRIER 4.4.4.4.EX. 1/2" EXTERIOR GYP BD SHEATHING*EX. 1/2" EXTERIOR GYP BD SHEATHING*EX. 1/2" EXTERIOR GYP BD SHEATHING*EX. 1/2" EXTERIOR GYP BD SHEATHING* 5.5.5.5.EX. 2X6 STUDS, 16" OC (VIF)EX. 2X6 STUDS, 16" OC (VIF)EX. 2X6 STUDS, 16" OC (VIF)EX. 2X6 STUDS, 16" OC (VIF) 6.6.6.6.EX. 6 MIL VAPOR BARRIER*EX. 6 MIL VAPOR BARRIER*EX. 6 MIL VAPOR BARRIER*EX. 6 MIL VAPOR BARRIER* 7.7.7.7.EX. 1/2" STRUCTURAL PLYWOOD*EX. 1/2" STRUCTURAL PLYWOOD*EX. 1/2" STRUCTURAL PLYWOOD*EX. 1/2" STRUCTURAL PLYWOOD* 8.8.8.8.INTERIOR FINISH AS NOTEDINTERIOR FINISH AS NOTEDINTERIOR FINISH AS NOTEDINTERIOR FINISH AS NOTED * INSPECT AND REPLACE WHEN DETERIORATED* INSPECT AND REPLACE WHEN DETERIORATED* INSPECT AND REPLACE WHEN DETERIORATED* INSPECT AND REPLACE WHEN DETERIORATED U-FACTOR = .050 PER ASHRAE 90.1 TABLE A3.4U-FACTOR = .050 PER ASHRAE 90.1 TABLE A3.4U-FACTOR = .050 PER ASHRAE 90.1 TABLE A3.4U-FACTOR = .050 PER ASHRAE 90.1 TABLE A3.4 E13 CONT. GALV. MTL Z-FLASHING,CONT. GALV. MTL Z-FLASHING,CONT. GALV. MTL Z-FLASHING,CONT. GALV. MTL Z-FLASHING, SECURED TO GIRTS, DO NOTSECURED TO GIRTS, DO NOTSECURED TO GIRTS, DO NOTSECURED TO GIRTS, DO NOT CAULKCAULKCAULKCAULK 1/4" GAP - CAULK1/4" GAP - CAULK1/4" GAP - CAULK1/4" GAP - CAULK FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT TAPED INSUALTION SEAMSTAPED INSUALTION SEAMSTAPED INSUALTION SEAMSTAPED INSUALTION SEAMS CI GIRTCI GIRTCI GIRTCI GIRT 5-1/2" X 3/4" CEMENT TRIM5-1/2" X 3/4" CEMENT TRIM5-1/2" X 3/4" CEMENT TRIM5-1/2" X 3/4" CEMENT TRIM BOARDBOARDBOARDBOARD ACOUSTIC PANEL KERFEDACOUSTIC PANEL KERFEDACOUSTIC PANEL KERFEDACOUSTIC PANEL KERFED SPLINE SHOWN HERE. OCCURSSPLINE SHOWN HERE. OCCURSSPLINE SHOWN HERE. OCCURSSPLINE SHOWN HERE. OCCURS AT OTHER ELEVATIONS.AT OTHER ELEVATIONS.AT OTHER ELEVATIONS.AT OTHER ELEVATIONS. EX. 2X6 CONSTRUCTIONEX. 2X6 CONSTRUCTIONEX. 2X6 CONSTRUCTIONEX. 2X6 CONSTRUCTION EX. PLYWOODEX. PLYWOODEX. PLYWOODEX. PLYWOOD TOP EX 12' - 4" EG FIRESTONE BT-1FIRESTONE BT-1FIRESTONE BT-1FIRESTONE BT-1 DEMO EX. BLOCKING AND FLASHING.DEMO EX. BLOCKING AND FLASHING.DEMO EX. BLOCKING AND FLASHING.DEMO EX. BLOCKING AND FLASHING. PROVIDE BT-1 BASE TIE-IN DETAILPROVIDE BT-1 BASE TIE-IN DETAILPROVIDE BT-1 BASE TIE-IN DETAILPROVIDE BT-1 BASE TIE-IN DETAIL WRAP EPDM MEBRANE OVER PARAPETWRAP EPDM MEBRANE OVER PARAPETWRAP EPDM MEBRANE OVER PARAPETWRAP EPDM MEBRANE OVER PARAPET TERMINATE CLADDING HERE.TERMINATE CLADDING HERE.TERMINATE CLADDING HERE.TERMINATE CLADDING HERE. CONTINUE INSULATION TO ROOF.CONTINUE INSULATION TO ROOF.CONTINUE INSULATION TO ROOF.CONTINUE INSULATION TO ROOF. FIRESTONE T-7FIRESTONE T-7FIRESTONE T-7FIRESTONE T-7 PROVIDE TERMINATION PROVIDE TERMINATION PROVIDE TERMINATION PROVIDE TERMINATION COUNTERFLASHING PER T-7 DETAILCOUNTERFLASHING PER T-7 DETAILCOUNTERFLASHING PER T-7 DETAILCOUNTERFLASHING PER T-7 DETAIL FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING CI GIRT AND FASTENERSCI GIRT AND FASTENERSCI GIRT AND FASTENERSCI GIRT AND FASTENERS AIR AND WATER BARRIER AT TAPEDAIR AND WATER BARRIER AT TAPEDAIR AND WATER BARRIER AT TAPEDAIR AND WATER BARRIER AT TAPED INSULATION SEAMSINSULATION SEAMSINSULATION SEAMSINSULATION SEAMS PLYWOOD SUBSTRATE EXPECTED ATPLYWOOD SUBSTRATE EXPECTED ATPLYWOOD SUBSTRATE EXPECTED ATPLYWOOD SUBSTRATE EXPECTED AT GLULAM LOCATIONS - REPLACE IFGLULAM LOCATIONS - REPLACE IFGLULAM LOCATIONS - REPLACE IFGLULAM LOCATIONS - REPLACE IF DETERIORATEDDETERIORATEDDETERIORATEDDETERIORATED EX. GLULAMEX. GLULAMEX. GLULAMEX. GLULAM EXISTING 2X6EXISTING 2X6EXISTING 2X6EXISTING 2X6 CONSTRUCTIONCONSTRUCTIONCONSTRUCTIONCONSTRUCTION SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 1. 10-31-16 PERMIT SET 01-12-17 CONSTRUCTION DOCUMENTS 7. 01-24-17 BULLETIN 007 8. 03-10-17 BULLETIN 008 9. 04-11-17 BULLETIN 009 10. 04-17-17 PR 004 / ALT 1 PERMIT As indicated 4/ 1 7 / 2 0 1 7 4 : 5 2 : 1 0 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 16003 AQUATIC CENTER RENOVATION - SECTIONS AND DETAILS AX302 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1/2" = 1'-0"4 Section @ GRID EC 1/2" = 1'-0"3 Section @ GRID E2 1/2" = 1'-0"1 Section @ GRID EG 1 1/2" = 1'-0"7 BASE FLASHING @ CMU WALL 1 1/2" = 1'-0"5 PARAPET AND HIGH ROOF TIE-IN, TYP 1/2" = 1'-0"2 Section @ GRID E13 1 1/2" = 1'-0"8 CLADDING TRIM AND TRANSITION, TYP 1 1/2" = 1'-0"6 FLASHING@ LOW EPDM ROOF, TYP DISCLAIMER: DETAILS DEPICT CONDITIONS AS DESCRIBED BY RECORD DRAWINGS AND MAY NOT REFLECT ACTUAL AS-BUILT CONDITIONS. CONTRACTORS TO TO VERIFY ALL CONDITIONS IN FIELD. T ectonic Copyrig ht 2007 E14 TOP EX 12' - 4" FIRESTONE BT-1FIRESTONE BT-1FIRESTONE BT-1FIRESTONE BT-1 DEMO EX. BLOCKING AND FLASHING.DEMO EX. BLOCKING AND FLASHING.DEMO EX. BLOCKING AND FLASHING.DEMO EX. BLOCKING AND FLASHING. PROVIDE BT-1 BASE TIE-IN DETAILPROVIDE BT-1 BASE TIE-IN DETAILPROVIDE BT-1 BASE TIE-IN DETAILPROVIDE BT-1 BASE TIE-IN DETAIL FIRESTONE T-3FIRESTONE T-3FIRESTONE T-3FIRESTONE T-3 PROVDE REGLET COUNTERFLASHINGPROVDE REGLET COUNTERFLASHINGPROVDE REGLET COUNTERFLASHINGPROVDE REGLET COUNTERFLASHING AND TERMINATION PER T-3 DETAILAND TERMINATION PER T-3 DETAILAND TERMINATION PER T-3 DETAILAND TERMINATION PER T-3 DETAIL EXISTING PARAPETEXISTING PARAPETEXISTING PARAPETEXISTING PARAPET CONSTRUCTION AND CAP TOCONSTRUCTION AND CAP TOCONSTRUCTION AND CAP TOCONSTRUCTION AND CAP TO REMAINREMAINREMAINREMAIN ROOF TYPE 2ROOF TYPE 2ROOF TYPE 2ROOF TYPE 2 UPPER LEVEL 0' - 0" E14 TOP EX 12' - 4" EXISTING FFE 0' - 0" EX. FOUND -3' - 0" EX. 8" CMUEX. 8" CMUEX. 8" CMUEX. 8" CMU EX. 2' RIGID INSULATIONEX. 2' RIGID INSULATIONEX. 2' RIGID INSULATIONEX. 2' RIGID INSULATION EX. AIR GAPEX. AIR GAPEX. AIR GAPEX. AIR GAP 1'-2"1'-2"1'-2"1'-2" EX. BLOCK VENEEREX. BLOCK VENEEREX. BLOCK VENEEREX. BLOCK VENEER APPROX. PREVIOUS GRADEAPPROX. PREVIOUS GRADEAPPROX. PREVIOUS GRADEAPPROX. PREVIOUS GRADE EX. MEMBRANE FLASHINGEX. MEMBRANE FLASHINGEX. MEMBRANE FLASHINGEX. MEMBRANE FLASHING EX. ROWLOCK SILLEX. ROWLOCK SILLEX. ROWLOCK SILLEX. ROWLOCK SILL NEW ROWLOCK SILL BLOCKNEW ROWLOCK SILL BLOCKNEW ROWLOCK SILL BLOCKNEW ROWLOCK SILL BLOCK NEW BLOCK VENEERNEW BLOCK VENEERNEW BLOCK VENEERNEW BLOCK VENEER 3/4" AIR GAP3/4" AIR GAP3/4" AIR GAP3/4" AIR GAP NEW 1.5" POLYSIO, SEAMS TAPEDNEW 1.5" POLYSIO, SEAMS TAPEDNEW 1.5" POLYSIO, SEAMS TAPEDNEW 1.5" POLYSIO, SEAMS TAPED WEEPS 24" OC AND BASE FLASHINGWEEPS 24" OC AND BASE FLASHINGWEEPS 24" OC AND BASE FLASHINGWEEPS 24" OC AND BASE FLASHING IF FOUNDATION MODIFCATION PERIF FOUNDATION MODIFCATION PERIF FOUNDATION MODIFCATION PERIF FOUNDATION MODIFCATION PER 3/S311 IS REQUIRED UPON3/S311 IS REQUIRED UPON3/S311 IS REQUIRED UPON3/S311 IS REQUIRED UPON INSPECTION OF EXISTING CONDITIONS,INSPECTION OF EXISTING CONDITIONS,INSPECTION OF EXISTING CONDITIONS,INSPECTION OF EXISTING CONDITIONS, EXTEND CONCRETE UPWARD TOEXTEND CONCRETE UPWARD TOEXTEND CONCRETE UPWARD TOEXTEND CONCRETE UPWARD TO PROVIDE BRICK LEDGE; OTHERWISEPROVIDE BRICK LEDGE; OTHERWISEPROVIDE BRICK LEDGE; OTHERWISEPROVIDE BRICK LEDGE; OTHERWISE PROVIDE STEEL SHELF ANGLE; COORDPROVIDE STEEL SHELF ANGLE; COORDPROVIDE STEEL SHELF ANGLE; COORDPROVIDE STEEL SHELF ANGLE; COORD WITH ARCHWITH ARCHWITH ARCHWITH ARCH AX303 4 ROOF TYPE 2ROOF TYPE 2ROOF TYPE 2ROOF TYPE 2 2' - 8"2' - 8"2' - 8"2' - 8" MASONRY TIES, 16" OC VERT ANDMASONRY TIES, 16" OC VERT ANDMASONRY TIES, 16" OC VERT ANDMASONRY TIES, 16" OC VERT AND 32" OC HORZ32" OC HORZ32" OC HORZ32" OC HORZ UPPER LEVEL 0' - 0" E14 TOP EX 12' - 4" EXISTING FFE 0' - 0" EX. FOUND -3' - 0" NEW CONSTRUCTION BEYONDNEW CONSTRUCTION BEYONDNEW CONSTRUCTION BEYONDNEW CONSTRUCTION BEYOND NEW FIRE WALL PARAPET BEYONDNEW FIRE WALL PARAPET BEYONDNEW FIRE WALL PARAPET BEYONDNEW FIRE WALL PARAPET BEYOND WALL CONSTRUCTION B (EX. CMU):WALL CONSTRUCTION B (EX. CMU):WALL CONSTRUCTION B (EX. CMU):WALL CONSTRUCTION B (EX. CMU): 1.1.1.1.FIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDINGFIBER CEMENT SIDING 2.2.2.2.KNIGHT CI GIRTS, 16"OC, FASTENED TO CMU PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO CMU PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO CMU PER MFRKNIGHT CI GIRTS, 16"OC, FASTENED TO CMU PER MFR 3.3.3.3.2" POLYISO INSULATION, SEAMS TAPED FOR WATER2" POLYISO INSULATION, SEAMS TAPED FOR WATER2" POLYISO INSULATION, SEAMS TAPED FOR WATER2" POLYISO INSULATION, SEAMS TAPED FOR WATER AND AIR BARRIERAND AIR BARRIERAND AIR BARRIERAND AIR BARRIER 4.4.4.4.EX. 8'' REINFORCED CMUEX. 8'' REINFORCED CMUEX. 8'' REINFORCED CMUEX. 8'' REINFORCED CMU REBUILD PARAPET THROUGHREBUILD PARAPET THROUGHREBUILD PARAPET THROUGHREBUILD PARAPET THROUGH THIS INFILL SECTIONTHIS INFILL SECTIONTHIS INFILL SECTIONTHIS INFILL SECTION COORDINATE NEW PARAPET CAPCOORDINATE NEW PARAPET CAPCOORDINATE NEW PARAPET CAPCOORDINATE NEW PARAPET CAP WITH ARCHITECTWITH ARCHITECTWITH ARCHITECTWITH ARCHITECT AX302 7 Sim ROOF TYPE 2ROOF TYPE 2ROOF TYPE 2ROOF TYPE 2 AX303 4 Sim E2 TOP EX 12' - 4" CONT. GALV. MTL Z-FLASHING,CONT. GALV. MTL Z-FLASHING,CONT. GALV. MTL Z-FLASHING,CONT. GALV. MTL Z-FLASHING, SECURED TO GIRTS, DO NOTSECURED TO GIRTS, DO NOTSECURED TO GIRTS, DO NOTSECURED TO GIRTS, DO NOT CAULKCAULKCAULKCAULK WATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER ATWATER AND AIR BARRIER AT TAPED INSUALTION SEAMSTAPED INSUALTION SEAMSTAPED INSUALTION SEAMSTAPED INSUALTION SEAMS CI GIRT, TERMINATE ATCI GIRT, TERMINATE ATCI GIRT, TERMINATE ATCI GIRT, TERMINATE AT BASE PLATEBASE PLATEBASE PLATEBASE PLATE 13' - 4"13' - 4"13' - 4"13' - 4" 1.5" POLYISO, SEAMS TAPED1.5" POLYISO, SEAMS TAPED1.5" POLYISO, SEAMS TAPED1.5" POLYISO, SEAMS TAPED RE-START CI GIRTRE-START CI GIRTRE-START CI GIRTRE-START CI GIRT 2" POLYISO ON CMU, SEAMS2" POLYISO ON CMU, SEAMS2" POLYISO ON CMU, SEAMS2" POLYISO ON CMU, SEAMS TAPED, TAPE ALSO SEAM ATTAPED, TAPE ALSO SEAM ATTAPED, TAPE ALSO SEAM ATTAPED, TAPE ALSO SEAM AT TRANSITIONTRANSITIONTRANSITIONTRANSITION ALTER HEIGHT OF THESE TWOALTER HEIGHT OF THESE TWOALTER HEIGHT OF THESE TWOALTER HEIGHT OF THESE TWO SIDING PIECES AS NECESSARY TOSIDING PIECES AS NECESSARY TOSIDING PIECES AS NECESSARY TOSIDING PIECES AS NECESSARY TO MAINTAIN SIDING 'COURSING'MAINTAIN SIDING 'COURSING'MAINTAIN SIDING 'COURSING'MAINTAIN SIDING 'COURSING' ROOF TYPE 3ROOF TYPE 3ROOF TYPE 3ROOF TYPE 3 ROOF TYPE 2ROOF TYPE 2ROOF TYPE 2ROOF TYPE 2 NO CLADDING BELOW SILL-NO CLADDING BELOW SILL-NO CLADDING BELOW SILL-NO CLADDING BELOW SILL- PROVIDE1.5" POLYISO AND WRAPPROVIDE1.5" POLYISO AND WRAPPROVIDE1.5" POLYISO AND WRAPPROVIDE1.5" POLYISO AND WRAP EPDM UP WALL. PROVIDEEPDM UP WALL. PROVIDEEPDM UP WALL. PROVIDEEPDM UP WALL. PROVIDE TERMINATION PER EPDM MFR.TERMINATION PER EPDM MFR.TERMINATION PER EPDM MFR.TERMINATION PER EPDM MFR. PROVIDE NEW FLASHING AT SILL.PROVIDE NEW FLASHING AT SILL.PROVIDE NEW FLASHING AT SILL.PROVIDE NEW FLASHING AT SILL. AX301 6 Sim WALL TYPE AWALL TYPE AWALL TYPE AWALL TYPE A BUTBUTBUTBUT IF CI GIRTS PROVE UNFEASIBLE IN IF CI GIRTS PROVE UNFEASIBLE IN IF CI GIRTS PROVE UNFEASIBLE IN IF CI GIRTS PROVE UNFEASIBLE IN THIS AREA ONLY, APPLY SIDING ANDTHIS AREA ONLY, APPLY SIDING ANDTHIS AREA ONLY, APPLY SIDING ANDTHIS AREA ONLY, APPLY SIDING AND TRIM DIRECTLY THRU INSULATION TOTRIM DIRECTLY THRU INSULATION TOTRIM DIRECTLY THRU INSULATION TOTRIM DIRECTLY THRU INSULATION TO SUBSTRATE. FASTENERS PER SIDINGSUBSTRATE. FASTENERS PER SIDINGSUBSTRATE. FASTENERS PER SIDINGSUBSTRATE. FASTENERS PER SIDING MFR FOR THIS APPLICATION - COORDMFR FOR THIS APPLICATION - COORDMFR FOR THIS APPLICATION - COORDMFR FOR THIS APPLICATION - COORD WITH ARCHITECTWITH ARCHITECTWITH ARCHITECTWITH ARCHITECT EXISTING FRAMINGEXISTING FRAMINGEXISTING FRAMINGEXISTING FRAMING UNCLEAR BUT TO REMAINUNCLEAR BUT TO REMAINUNCLEAR BUT TO REMAINUNCLEAR BUT TO REMAIN AX303 6 EXISTING WINDOW TOEXISTING WINDOW TOEXISTING WINDOW TOEXISTING WINDOW TO REMAIN - PROVIDE NEWREMAIN - PROVIDE NEWREMAIN - PROVIDE NEWREMAIN - PROVIDE NEW SEALANT AT PERIMETERSEALANT AT PERIMETERSEALANT AT PERIMETERSEALANT AT PERIMETER SIKA 1-1ASIKA 1-1ASIKA 1-1ASIKA 1-1A PROVIDE HOOK STRIP, FLASHINGPROVIDE HOOK STRIP, FLASHINGPROVIDE HOOK STRIP, FLASHINGPROVIDE HOOK STRIP, FLASHING AND WELD PER SIKA DETAIL 1-1AAND WELD PER SIKA DETAIL 1-1AAND WELD PER SIKA DETAIL 1-1AAND WELD PER SIKA DETAIL 1-1A (OR SIM). PROVIDE ADEQUATE(OR SIM). PROVIDE ADEQUATE(OR SIM). PROVIDE ADEQUATE(OR SIM). PROVIDE ADEQUATE LENGTH TO COVER FRAMING.LENGTH TO COVER FRAMING.LENGTH TO COVER FRAMING.LENGTH TO COVER FRAMING. EX FRAMING MEMBERS AT RAKEEX FRAMING MEMBERS AT RAKEEX FRAMING MEMBERS AT RAKEEX FRAMING MEMBERS AT RAKE NEW NAILERNEW NAILERNEW NAILERNEW NAILER SCALE: ISSUE DATE: DRAWN BY: REV'D BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: NO. DATE: TITLE/PURPOSE: 6. 1. 10-31-16 PERMIT SET 01-12-17 CONSTRUCTION DOCUMENTS 7. 01-24-17 BULLETIN 007 8. 03-10-17 BULLETIN 008 9. 04-11-17 BULLETIN 009 10. 04-17-17 PR 004 / ALT 1 PERMIT As indicated 4/ 1 7 / 2 0 1 7 4 : 5 2 : 1 7 P M C: \ U s e r s \ l m c l a u g h l i n \ D o c u m e n t s \ E V C C - c e n t r a l _ l m c l a u g hl i n . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 16003 AQUATICS CENTER RENOVATION - SECTIONS AND DETAILS AX303 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O 1 1/2" = 1'-0"4 LOW ROOF AT CMU PARAPET 1/2" = 1'-0"1 Section @ GRID E14 1/2" = 1'-0"2 Section @ GRID E14 NORTH 1 1/2" = 1'-0"5 SIDING @ T.O. CMU 1" = 1'-0"3 Partial Section @ TRIANGLE WINDOW NEAR ED & EF 1 1/2" = 1'-0"6 EXPOSED METAL ROOF RAKE DISCLAIMER: DETAILS DEPICT CONDITIONS AS DESCRIBED BY RECORD DRAWINGS AND MAY NOT REFLECT ACTUAL AS-BUILT CONDITIONS. CONTRACTORS TO TO VERIFY ALL CONDITIONS IN FIELD. 1)GENERAL: 1A)ALL WORK SHALL CONFORM WITH ACI 301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT SPECIFICATIONS. 1B)DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, PROJECT SPECIFICATIONS, AND ACI PUBLICATION SP-66 (2004): “ACI DETAILING MANUAL” 2)REINFORCING MATERIALS: 2A)SEE ‘REINFORCING MATERIALS TABLE’ 3)REINFORCING FABRICATION: 3A)SPLICES: -NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS WHERE DETAIL NOT PROVIDED. WHERE PERMITTED, SPLICES MAY BE MADE BY CONTACT LAPS OR MECHANICAL CONNECTORS. -SEE ‘LAP SPLICE SCHEDULE’, ON FOR LAP LENGTHS. -SPLICE CONTINUOUS BARS IN WALLS, BEAMS, AND STEM WALLS ‘LTS’ UNLESS NOTED OTHERWISE. 3B)MISCELLANEOUS REINFORCING REQUIREMENTS: -PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT. -MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR’S SHOP UNLESS NOTED. -NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE PERMITTED, PERFORM WELDING IN ACCORDANCE WITH AWS D1.4-2011. -PROVIDE ADDED REINFORCING TO TRIM ALL OPENINGS, NOTCHES, AND REENTRANT CORNERS AS NOTED IN TYPICAL DETAILS. 4)STRUCTURAL CONCRETE MIX REQUIREMENTS: 4A)SEE ‘CONCRETE MIX TABLE’ 5)SLAB-ON-GRADE: 5A)VERIFY ALKALINITY OF CONCRETE SURFACE, SLAB VAPOR TRANSMISSION, AND SLAB FLATNESS/LEVELNESS ARE COMPATIBLE WITH FLOORING SYSTEM AND ADHESIVES PRIOR TO INSTALLING FLOORING. 5B)TAKE PRECAUTIONS TO MINIMIZE SLAB CURLING. GRIND SLAB OR USE LEVELING COMPOUND IF FLOOR FLATNESS AND LEVELNESS VALUES ARE NOT ACCEPTABLE TO THE ARCHITECT. 6)NON-SHRINK GROUT: 6A)CONFORM TO ASTM C1107 6B)ACHIEVE 6000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 7)PLACING REINFORCEMENT: 7A)REINFORCEMENT PROTECTION: -SEE 'REBAR COVER TABLE’ ON -SEE ACI 117-10 FOR REINFORCEMENT PLACING TOLERANCES 7B)PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE REINFORCEMENT AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. “STABBING” INTO PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED. 8)CONSTRUCTION/CONTROL JOINTS: 8A)SUBMIT DRAWINGS SHOWING CONSTRUCTION AND CONTROL JOINT LOCATIONS ALONG WITH THE SEQUENCE OF POURS. CONSTRUCTION JOINT LOCATIONS AND CASTING SEQUENCE SHALL BE ARRANGED TO MINIMIZE THE EFFECTS OF ELASTIC AND LONG-TERM SHORTENING/SHRINKAGE. 8B)CONSTRUCTION JOINTS IN SLABS-ON-DECK, SLABS-ON-GRADE, AND STRUCTURAL SLABS SHALL BE LOCATED TO ACCOMMODATE THE MAXIMUM LENGTH AND AREA THE CONTRACTOR CAN REASONABLY POUR, FINISH, AND JOINT IN THE SAME DAY, BUT SHALL NOT EXCEED 150 FEET WITH A MAXIMUM AREA OF 15,000 SQUARE FEET UNLESS APPROVED BY THE ENGINEER. 8C)CONCRETE CONSTRUCTION JOINT SURFACE SHALL BE CLEANED AND ALL LAITANCE AND LOOSE MATERIAL REMOVED PRIOR TO SECOND CONCRETE PLACEMENT. 8D)SHEAR FRICTION JOINTS: WHERE CONSTRUCTION JOINTS ARE LABELED OR SHOWN AS “ROUGHENED” ON THE DRAWINGS, THE ENTIRE JOINT SURFACE SHALL BE MECHANICALLY ROUGHENED TO A 1/4” AMPLITUDE AND THOROUGHLY CLEANED. EXPOSE THE COARSE AGGREGATE IN THE HARDENED CONCRETE AND REMOVE ALL LAITANCE AND LOOSE MATERIAL. 9)MEP AND OTHER OPENINGS AND EMBEDMENTS: 9A)PROVIDE SLEEVES AT OPENINGS (SUCH AS THOSE REQUIRED FOR PLUMBING AND ELECTRICAL PENETRATIONS) BEFORE PLACING CONCRETE. REMOVE METAL DECK AT SLEEVES AFTER CONCRETE HAS CURED. DO NOT CUT REINFORCING WHICH MAY CONFLICT. CORING OF CONCRETE IS NOT PERMITTED. 9B)REFER TO TYPICAL DETAILS FOR SPACING LIMITS ON SLEEVES AND FOR REQUIREMENTS FOR EMBEDDED CONDUIT AND PIPE. CONCRETE NOTES 10/S390 10/S390 1)INSTALLATION REQUIREMENTS: 1A)ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND PER MANUFACTURER'S ON-SITE TRAINING. 1B)ALL ADHESIVE ANCHORS AND ADHESIVE ANCHORED REINFORCEMENT DESIGNS ARE FOR INSTALLATION IN THE FOLLOWING CONDITIONS, UNLESS NOTED OTHERWISE. WRITTEN APPROVAL MUST BE RECEIVED FROM ENGINEER PRIOR TO INSTALLATION IN ALTERNATE CONDITIONS. -DRY CONCRETE, UNLESS NOTED OTHERWISE. -CONCRETE TEMPERATURE AT TIME OF INSTALLATION THROUGH CURE TIME MUST BE WITHIN THE TEMPERATURE RANGE SPECIFIED IN MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION FOR ADHESIVE GEL AND CURE TIMES. -ANCHOR HOLES TO BE HAMMER DRILLED AND CLEANED. -CONCRETE MUST BE AT LEAST 21 DAYS OLD BEFORE INSTALLATION OF ANCHORS. -HOLES TO BE CLEANED AND PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND EVALUATION REPORT PRIOR TO ADHESIVE INJECTION. 1C)THE POSITION OF EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE SHALL BE LOCATED PRIOR TO INSTALLING POST INSTALLED ANCHORS OR REINFORCEMENT. EXISTING REINFORCEMENT SHALL BE LOCATED USING A SCANNER, GPR, X-RAY, CHIPPING OR OTHER MEANS. DO NOT DAMAGE OR CUT EXISTING REINFORCEMENT. 2)SUBSTITUTION REQUESTS: 2A)SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS AND PRODUCT DATA DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS IN COMPLIANCE WITH THE RELEVANT BUILDING CODES, PROVIDES EQUIVALENT LOAD RESISTANCE, INSTALLATION CATEGORY, CREEP APPROVAL, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE OF THE SPECIFIED PRODUCT. POST-INSTALLED ANCHOR NOTES 1)DEFINITIONS: 1A)STRUCTURAL MASONRY IS DEFINED AS BEING EITHER LOAD BEARING AND/OR SERVING AS PART OF THE LATERAL LOAD RESISTING SYSTEM. STRUCTURAL MASONRY IS SHOWN ON THE STRUCTURAL PLANS AND DEFINED IN SCHEDULES AND DETAILS ON THE STRUCTURAL DRAWINGS. 1B)SEE ARCHITECTURAL DRAWINGS FOR LOCATION, THICKNESS AND EXTENT OF MASONRY PARTITIONS. SEE DETAILS ON SHEET S450 FOR GENERAL MASONRY PARTITION REQUIREMENTS. 2)DESIGN STRENGTH: 2A)DEVELOP 2000 PSI COMPRESSIVE STRENGTH (f’m) IN 28 DAYS. 2B)STEEL REINFORCING: -PRIMARY REINFORCING: ASTM A615, 60 KSI -HORIZONTAL JOINT REINFORCING: ASTM A82, PREFABRICATED, LADDER TYPE 3)SPLICES: 3A)SEE MASONRY LAP SPLICE SCHEDULE FOR LAP LENGTHS. 4)INSTALLATION REQUIREMENTS: 4A)GROUT SOLID ALL CELLS CONTAINING REINFORCING, EMBEDDED ITEMS, AND ALL OTHER CELLS NOTED ON THE CONTRACT DOCUMENTS. MASONRY NOTES 1)CONNECTIONS: 1A)PROVIDE CONNECTIONS AS SHOWN IN THE ‘STEEL BEAM CONNECTION SCHEDULES’ ON SHEETS S510 & S511 AND DETAILS HEREIN. REFER TO SPECIFICATION FOR ALTERNATIVES AND CONNECTIONS NOT SHOWN. 2)WELDING REQUIREMENTS: 2A)WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS. QUALIFICATION TESTS. 2B)MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16” FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. 2C)WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. 2D)WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 TABLES J2.3 AND J2.4. 2E)ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. 2F)FIELD WELDING SYMBOLS INDICATE SUGGESTED SEQUENCE CONSIDERED DURING DESIGN. THE CONTRACTOR SHALL REQUEST APPROVAL FROM THE ENGINEER TO MODIFY WELD INSTALLATION LOCATION INDICATED ON THE DOCUMENTS: -FROM SHOP TO FIELD -FROM FIELD TO SHOP 3)COMPOSITE GRAVITY FRAMING: 3A)COMPOSITE BEAMS ARE DESIGNED ASSUMING STUDS ARE INSTALLED IN THE WEAK POSITION (Rp = 0.6). SEE TYPICAL METAL DECK DETAILS FOR PLACEMENT REQUIREMENTS. 3B)COMPOSITE GIRDERS ARE DESIGNED ASSUMING STUDS ARE WELDED THROUGH THE METAL DECK AND/OR METAL DECKING/SHEET STEEL COVERS MORE THAN HALF OF THE TOP FLANGE (Rp = 0.75). SEE TYPICAL METAL DECK DETAILS FOR PLACEMENT REQUIREMENTS. 4)CAMBER: 4A)FABRICATE BEAMS SUCH THAT ROLLING OR FABRICATION INDUCED CAMBER IS UP AFTER ERECTION. 4B)CAMBER SHOWN IS BASED ON THE COMPUTED DEFLECTION OF THE BEAM DUE TO SELF WEIGHT OF CONCRETE PLACED. DESIGN IS BASED ON THE THEORETICAL CONCRETE THICKNESS PLUS 3/8” THICKNESS FOR DECK LEVELING AND 1/2” THICKNESS FOR BEAM LEVELING. INCLUDE QUANTITY OF ADDED CONCRETE DUE TO DECK AND BEAM DEFLECTION IN BID. 4C)VALUE NOTED ON PLAN IS IN-PLACE CAMBER, AFTER ERECTION, PRIOR TO PLACING CONCRETE. ADJUST FABRICATION AS REQUIRED TO ACHIEVE CAMBER SPECIFIED WITHIN TOLERANCES. 5)STRUCTURAL STEEL INSTALLATION: 5A)ALL HIGH STRENGTH BOLTS USED IN COLUMN SPLICES, CONNECTIONS OF BEAMS AND GIRDERS TO COLUMNS, AND WHERE NOTED ON THE DRAWINGS AS TYPE “SC” OR OTHER TYPE FOLLOWED BY “PT”, SHALL BE TENSIONED TO THE VALUES OF TABLE J3.1 OF ANSI/AISC 360-10 . OTHER HIGH-STRENGTH BOLTS MAY BE INSTALLED SNUG TIGHT AS DEFINED BY AISC. 6)STEEL JOISTS: 6A)DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE (SJI) STANDARD SPECIFICATIONS, 43RD EDITION (2010). 6B)SIZE, TYPE, AND SPACING OF JOIST BRIDGING PER CURRENT SJI REQUIREMENTS. USE ‘X’ BRIDGING AT DISCONTINUOUS ENDS OF BRIDGING UNLESS OTHERWISE NOTED ON PLANS OR DETAILS. 6C)REFER TO PLANS, DETAILS, AND JOIST LOAD MAP ON SHEET S010 FOR ADDITIONAL JOIST DESIGN REQUIREMENTS INCLUDING UNBALANCED, CONCENTRATED, AXIAL, AND UPLIFT LOADS. THE STEEL JOIST SUPPLIER SHALL DESIGN ALL JOISTS LABELED 'SP' FOR LOADING DESCRIBED IN JOIST LOAD MAP NOTES ON SHEET S010. 6D)DESIGN JOISTS AND BRIDGING FOR NET UPLIFT FORCES INDICATED IN DESIGN CRITERIA. 7)METAL DECK: 7A)SEE ‘METAL DECK SCHEDULE’ ON SHEET S530 FOR MATERIALS, PROFILE, AND CONNECTIONS TO STRUCTURE. 7B)QUALITY CONTROL AND QUALITY ASSURANCE FOR STEEL DECK INSTALLATION SHALL BE IN ACCORDANCE WITH SDI QA/QC-2011, “STANDARD FOR QUALITY CONTROL AND QUALITY ASSURANCE FOR THE INSTALLATION OF STEEL DECK”. 7C)DECK DESIGN IS IN ACCORDANCE WITH STEEL DECK INSTITUTE (SDI) FLOOR DECK DESIGN MANUAL (2014), SDI ROOF DECK DESIGN MANUAL (2013), AND SDI DIAPHRAGM DESIGN MANUAL, 4TH EDITION (2015) 7D)PLACE CONCRETE ON METAL DECK IN ACCORDANCE WITH SDI FLOOR DECK DESIGN MANUAL (2014) TO LIMIT CONSTRUCTION LOADS TO ALLOWABLE MAGNITUDES. 7E)REINFORCE OPENINGS IN METAL ROOF DECK AND FLOOR DECK SUPPORTING CONCRETE FILL IN ACCORDANCE WITH TYPICAL DECK OPENING DETAILS. 7F)INSTALL DECK OVER 4 SUPPORTS (3 SPAN CONTINUOUS) UNLESS NOTED OTHERWISE. DO NOT INSTALL DECK AS SINGLE SPAN UNLESS SPECIFICALLY SHOWN ON DRAWINGS. 7G)PROVIDE DECK ATTACHMENTS AS NOTED ON DRAWINGS. 8)STRUCTURAL COLD FORMED STEEL FRAMING: 8A)COLD FORMED METAL FRAMING IS A PERFORMANCE SPECIFIED ITEM DESIGNED BY THE CONTRACTOR. PROVIDE STUD DEPTH INDICATED ON THE DRAWINGS. DO NOT EXCEED MAXIMUM SPACING INDICATED. VARY FLANGE WIDTH, GAGE, YIELD STRENGTH, BRACING, STUD SPACING, ETC. AS REQUIRED TO SATISFY PERFORMANCE CRITERIA IN THE CONTRACT DOCUMENTS. MINIMUM STUD GAGE SPECIFIED IS REQUIRED FOR ATTACHMENT OF OTHER MATERIALS TO STUDS. DO NOT BASE BIDS ON MINIMUM GAGE OR MAXIMUM SPACING SPECIFIED. 8B)REFER TO DETAILS FOR MINIMUM CONNECTIONS AND OTHER REQUIREMENTS. DO NOT IMPOSE FORCES ON THE BUILDING STRUCTURE IN DIRECTIONS OR AT LOCATIONS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS. DO NOT IMPOSE FORCES LARGER THAN SPECIFIED. CONNECTIONS TO CONCRETE SHALL NOT USE PAFs TO RESIST TENSION LOADS. STEEL NOTES SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 NO. DATE: TITLE/PURPOSE: 6. 1.10-31-16 PERMIT SET 01-12-17 CONSTRUCTION DOCUMENTS 3/4" = 1'-0" 5/ 1 / 2 0 1 7 4 : 1 6 : 3 5 P M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-31-2016 16.0117.S.01 NOTES S003 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T SVT = CONTRACTOR SHALL PROVIDE CONCRETE WITH REDUCED WATER IN ORDER TO ACHIEVE THE SLAB VAPOR TRANSMISSION REQUIRED FOR THE SPECIFIED FLOORING MATERIALS c. ABBREVIATIONS FOR OTHER REQUIREMENTS AS FOLLOWS: b. WHERE AIR CONTENT IS INDICATED IN THE MIX TABLE, PROVIDE AIR ENTRAINING ADMIXTURE. TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR +/- 1 1/2%. ‘NP’ IN COLUMN INDICATES ADDITION OF ENTRAINED AIR IS NOT PERMITTED EXCEPT WHERE CONTRACTOR CAN DEMONSTRATE THAT SLABS WITH ENTRAINED AIR WILL HAVE A FINISH ACCEPTABLE TO THE ARCHITECT WITHOUT BLISTERS. AIR CONTENT NOTED IS BASED ON 3/4" AGGREGATE. IF 3/8” AGGREGATE IS USED, INCREASE AIR CONTENT BY 1 1/2%. 1”: #57 AGGREGATE 3/4”: #67 AGGREGATE a. FOR THE MAXIMUM COARSE AGGREGATE SIZE INDICATED, USE THE FOLLOWING AGGREGATE SIZE NUMBERS PER ASTM C33: FOR CONCRETE PLACED BY PUMPING PROVIDE CONCRETE MIX FLOWABILITY TO FACILITATE PUMPING. ENTRAINED AIR MAY BE USED TO FACILITATE PUMPING SUBJECT TO THE PROVISIONS OF NOTE b BELOW. USE TYPE I / II PORTLAND CEMENT UNLESS NOTED OTHERWISE. FOR CONCRETE MIXES USED ON FLOORS MINIMUM CEMENTITIOUS CONTENT SHALL BE 540 POUNDS PER CUBIC YARD - PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT UNDER CONDITIONS OF PLACEMENT TO BE EMPLOYED, WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. CONTRACTOR SHALL SELECT APPROPRIATE SLUMP. USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. - PROVIDE THE MINIMUM COMPRESSIVE STRENGTH AS INDICATED IN THE MIX TABLE. DO NOT EXCEED THE MAXIMUM WATER-CEMENT RATIO NOTED. PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO: CONCRETE MIX TABLE NOTES: 7 ALL CONC OTHERWISE NOT SPECIFIED 4 NWC 0.50 3/4 6 - 6 SLAB ON GRADE WITH MOISTURE SENSITIVE FLOORING 3.5 NWC - 1 NP SVT 5 INT SLABS ON GRADE 3.5 NWC - 1 NP 4 INT TOPPING SLABS, SLABS ON DECK 3.5 NWC 0.50 3/4 NP 3 ALL CONC EXPOSED TO WEATHER OR DEICERS: BEAMS, SLABS, WALLS 5 NWC 0.40 3/4 6 - 2 FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS, EXPOSED TO MOISTURE OR FREEZING 4.5 NWC 0.45 3/4 5 - 1 FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS NOT EXPOSED TO MOISTURE OR FREEZING 3 NWC - 1 - - CONC MIX TYPE INTENDED USE 28 DAY STRENGTH f'c (KSI) CONC WEIGHT MAX W/C RATIO, INCLUDING FLY ASH MAX AGGREGATE SIZE (IN), NOTE a TOTAL AIR CONTENT (%), NOTE b OTHER REQTS, NOTE c CONCRETE MIX TABLE SCREW ANCHORS HILTI KWIK HUS-EZ - - SUBMIT CALCULATIONS FOR SUBSTITUTIONS EXPANSION ANCHORS (IN GROUTED MASONRY)HILTI KWIK BOLT 3 - - SUBMIT CALCULATIONS FOR SUBSTITUTIONS EXPANSION ANCHORS (IN CONCRETE)HILTI KWIK BOLT TZ - - SUBMIT CALCULATIONS FOR SUBSTITUTIONS ADHESIVE ANCHOR RODS -36 MIN 58 MIN THREADED ROD, UNGREASED ADHESIVE (IN GROUTED OR HOLLOW MASONRY)HILTI HIT-HY 70 - - SUBMIT CALCULATIONS FOR SUBSTITUTIONS ADHESIVE (IN CONCRETE W/>12" EMBEDMENT)HILTI HIT-RE 500 V3 - - SUBMIT CALCULATIONS FOR SUBSTITUTIONS ADHESIVE (IN CONCRETE)HILTI HIT-HY 200 - - SUBMIT CALCULATIONS FOR SUBSTITUTIONS ANCHOR TYPE PRODUCT Fy (KSI) Fu (KSI)COMMENT POST-INSTALLED ANCHOR TABLE EPOXY COATING OF REINFORCING A775 OR A934 - - - WELDED WIRE REINFORCING, DEFORMED A1064 70 80 - WELDED WIRE REINFORCING, SMOOTH A1064 65 75 - WELDED & FIELD BENT REINF A706 60 80 - TYP REINFORCING A615 60 90 - REINF ELEMENT ASTM Fy (KSI) Fu (KSI) COMMENTS REINFORCING MATERIAL TABLE WF, WT A992 50 65 -- WELDING ELECTRODES, THICKNESS OF THINNER PART ≤ 0.1 INCHES (12 GA) E60 OR E70 -- -- PER AWS WELDING ELECTRODES, THICKNESS OF THINNER PART > 0.1 INCHES (12 GA) E70 PER AWS ROUND HSS A500 GR C 46 62 -- RECT HSS A500 GR C 50 62 -- PLATES A36 36 58 -- PIPE A53 GR B 35 60 -- OTHER SHAPES A36 36 58 -- HAS A108 51 65 STUDS ARE 3/4"Ø UNO DAS A1064 70 80 -- COLD-FORMED TRACK, ALL THICKNESSES A1003 33 -- -- COLD-FORMED STUDS/PLATE, 54 MIL AND HEAVIER A1003 50 -- -- COLD-FORMED STUDS/PLATE, 33 AND 43 MIL A1003 33 -- -- BOLTS IN WOOD A307 GR A -- 60 -- BOLTS F3125 - TYPE A325 OR F1852 -- 120 BOLTS ARE 3/4"Ø UNO, USE TENSION- CONTROLLED WHERE POSSIBLE ANCHOR RODS IN MASONRY F1554 GR 36, F1554 GR 55, OR A307 GRADE A/C 36 58 WELDABLE, STD HEX HEAD ANCHOR RODS F1554 GR 55 55 75 WELDABLE, HEAVY HEX HEADED STEEL ELEMENT ASTM/TYPE Fy (KSI) Fu (KSI)COMMENTS STEEL MATERIAL TABLE * 1 MIL = 1/1000" NOTE: 12 97 14 68 16 54 18 43 20 33 22 27 GAUGE MINIMUM THICKNESS (MILS*) METAL GAUGE CONVERSION WOOD NOTES 1)LAMINATED MEMBER SIZES: 1A)LVL, GLU-LAM AND AND OTHER FABRICATED MEMBERS SIZES SHOWN ARE NET. OTHER MEMBER SIZES ARE NOMINAL. 2)FABRICATED LUMBER: 2A)FABRICATED LUMBER DESIGNATIONS ARE THOSE MANUFACTURED BY iLEVEL, BOISE, IDAHO. 2B)FABRICATED LUMBER IS DESIGNATED ON THE DRAWINGS AS ONE OF THE FOLLOWING: TJI JOISTS, MICROLLAM (LVL), OR PARALLAM (PSL). 2C)THE MANUFACTURER SHALL PROVIDE WEB STIFFENERS ON I-JOISTS, END BLOCKING, BRIDGING, AND ERECTION BRACING AS REQUIRED. 2D)FABRICATED LUMBER SHALL BE DRY. 3)GLUED LAMINATED MEMBERS: 3A)COMBINATION SYMBOL: 24F-V4, TRUSS DESIGNER MAY PROVIDE PROPERTIES AS DESIRED 3B)MINIMUM DESIGN VALUES ARE BASED ON THE 2012 NDS. 4)FRAMING LUMBER: 4A)DRY (19% MAXIMUM MOISTURE CONTENT AT THE TIME OF INSTALLATION), DOUGLAS FIR-LARCH WITH MINIMUM DESIGN VALUES BASED ON THE 2012 NDS. SILL PLATES SHALL BE STUD GRADE. 5)METAL CONNECTORS: 5A)FRAMING CONNECTOR DESIGNATIONS ARE THOSE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, SAN LEANDRO, CALIFORNIA. OTHER MANUFACTURER’S PRODUCTS MAY BE USED IF APPROVED BY THE ENGINEER. FURNISH NAILS AND/OR BOLTS OF DIAMETER, LENGTH, AND NUMBER SPECIFIED BY THE MANUFACTURER FOR EACH CONNECTOR. 5B) INSTALL LAG SCREWS IN PRE-DRILLED HOLES IN MEMBER. 6)OPENINGS: 6A)OPENING, POCKETS, ETC., SHALL NOT BE PLACED IN BEAMS, JOISTS, RAFTERS, STUDS, POSTS, COLUMNS, TIMBER AND OTHER STRUCTURAL MEMBERS UNLESS DETAILED ON THE STRUCTURAL DRAWINGS. 7)SHEATHING: 1A)PLYWOOD: -CONFORM TO U.S. DEPARTMENT OF COMMERCE STANDARD PS 1-10. 1B)WOOD STRUCTURAL PANELS (WSP) -WOOD STRUCTURAL PANELS SHALL BE APA RATED SHEATHING CONFORMING TO U.S. DEPARTMENT OF COMMERCE STANDARD PS 2-10. -ALL WOOD PANELS SHALL BE EXPOSURE 1. 8)NAILING: 1A) UNLESS NOTED OTHERWISE ON THE DRAWINGS, PROVIDE COMMON NAILS. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH THE TYPICAL WOOD CONNECTION SCHEDULE AND IBC 2015 TABLE 2304.10.1 1B)WHERE COMMON NAILS ARE SPECIFIED, BOX NAILS OF EQUAL LENGTH MAY BE SUBSTITUTED PROVIDED ONE BOX NAIL IS ADDED FOR EVERY THREE COMMON NAILS SPECIFIED. BULLETIN NO. 088. 03-10-17 8 PR 004- 05-01-17 31 7.9 9 10.3 L M M.6 N P Q EH EG EF EE ED E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 8' - 0 " 30 ' - 0 " 8' - 4 " 5' - 8 " 18 ' - 0 " 175'-2" S106 NJ 52 D L H - S P 16 K - S P 28K-SP 28K-SP ER3.5A 20 GA 1.5B-F 16 GA 1.5B-D 20 GA 1. 5 B - F 16 G A 1.5B-D 16 GA 6.4 W24x55 W1 2 x 1 9 W1 2x 19 70 ' - 0 " 5'-0"10'-4 1/2"79'-7 1/2"29'-0"33'-0"15'-0"3'-2" WO O D T R U S S WO O D T R U S S HSS6x4x1/4 HSS6x4x1/4 HSS6x4x1/4 HSS6x4x1/4 HSS6x4x1/4 1. 5 B - D 20 G A 3V L I 3 A 20 G A 3V L I 3 A 20 G A 8' - 0 " 8' - 0 " 16 S530 TYP 12 S520 ER3.5A 16 GA ER3.5A 16 GA ER3.5A 16 GA ER3.5A 16 GA 1 S500SIM HSS6x6x1/4 HSS6x6x1/4 HSS6x6x1/4 HS S 8 x 8 x 1 / 2 HSS8x8x1/2 7 S520 9 S540 SLOPE DOWN SLOPE DOWN SLOPE DOWN KICKER SL O P E DO W N 15 S530 10 S560 12 S560 HSS6x4x1/4 2 20k W18x35 20k 20k W18x35 20k W18x35 20k W16x26 10 k W1 4 x 3 8 10 k 10 k W1 2 x 1 9 10 k 15 k W1 4 x 3 8 15 k 10 k W1 6 x 2 6 10 k W1 6 x 2 6 10 k W1 6 x 2 6 10 k W1 6 x 2 6 10 k W1 6 x 2 6 10 k W1 6 x 2 6 10 k W1 6 x 2 6 10 k W1 6 x 2 6 10 k W1 6 x 2 6 10 k W1 4 x 2 2 19 k W12x19 10 k W1 6 x 2 6 50k W18x35 20k 10 k W1 2 x 1 9 2 S401 TYP3 S401 W24x68 ( 24' - 9" ) ( 14' - 8" )W18x35 20k ( 15' - 0" ) W18x35 ( 20' - 1 7/8" ) 23'-0"8'-0" 1'-3"23'-5" 8 S401 TYP 21 k W1 8 x 3 5 ( 14 ' - 9 1 / 2 " ) 31 k W1 2 x 2 6 ( 14 ' - 2 " ) 1. 5 B - E 18 G A 2 S401 TYP 3' - 2 1 / 2 " 3' - 2 1 / 2 " 1' - 6 " 6' - 7 " 1' - 2 " 4" 5' - 1 " 1' - 6 " 6' - 3 " 1' - 6 " W1 2 x 2 6 ( 14 ' - 2 " ) 10 S401 SIM 24 L H - S P ( 12' - 9 1/2" )( 13' - 4 1/2" )( 13' - 9 1/4" ) ( 14' - 3 1/4" )( 14' - 9 1/2" ) ( 13' - 8 1/2" ) ( 13' - 8 1/2" ) ( 14' - 1 1/4" ) W1 2 x 4 0 ( 13 ' - 3 " ) W36x135 ( 24' - 9" ) 3V L I 3 A 20 G A ( 15' - 0" ) W16x26 ( 14' - 4 1/4" ) 1'-0" 10 15 S500 2 S401 TYP B/DECK= 28' - 3 7/8" B/DECK= 10' - 3 1/4" 2' - 8 " 1' - 6 " 6' - 6 " 1' - 6 " 4' - 7 3 / 4 " 4' - 7 3 / 4 " 4' - 2 1 / 2 " EQ EQ EQ EQ3'-0"2'-0" 6' - 0 " 6' - 0 " 6' - 0 " 2' - 6 " HS S 6 x 6 x 5 / 8 ( 12 ' - 8 " ) HS S 6 x 6 x 5 / 8 ( 10 ' - 5 " ) B/DECK= 25' - 1 1/8" B/DECK= 23' - 3" 25k W16x26 25k 20 k 19 k 12 S401 TYP 12 S401 16 S401 13 S560 TYP 8' - 0 " 2' - 0 " TYP 8 1/4"0" 10 S401 TYP 13 S500 SIM 12 S501 B/DECK= 13' - 8 5/8" B/DECK= 13' - 0" 3 S511 1'-4 3/8 " B/DECK= 23' - 1 3/4" 1 S501 2 S501 FUTURE MECH UNIT 9 S502 TYP 5 S502 SIM, TYP 11 S401 EE OF GIRT 4 S501 11 S401 SIM 3 S501 17 S500 1' - 0 " 1' - 1 5 / 8 " 17 S401 11 S502 6 S501 18 S401 5 S501 18 S401 1' - 6 " 6" 8 S401 TYP S531 12 TYP EQ EQ EQ EQ EQ 5' - 0 " TYP 4 S520 TYP 13 S501 TYP 2 S401 3 S402 6 S402 2 S401 TYP 3 S401 20 S530 TYP 2 S501 SIM15 S530 SIM 20 S505 19 S401 12 S200 12 S401 SEE S106 FOR LOW BEAM AT MASONRY WALL ALONG GRID L B/DECK= 28' - 8 3/8"B/DECK= 17' - 0 1/2" RE: ARCH 3'-7" 17 S501 17 S501 SIM 18 S501 SIM 1'-0"14k 10 S401 SIM 6 S401 TYP 4" 1'-0" 2'-2 1/2" 6 5'-0"8'-0"EQ EQ EQ EQ EQ EQ EQ EQ 6 6 1'-0" 6 6 6 6 6 6 HSS4x4x1/4 8 S520 6 TRIM FLANGE ON POOL SIDE BACK TO FACE OF WALL 6 11 1/2" 2'-0 1/2" 5'-0 1/2" 3 3 / 4 " 7'-0"22'-0" S108 TYP NEW 1 3/4 "x11 1/4"LVL @ 16" OC 10 S500 TYP 3 S561 6 S561 2 S561 TYP TYP 5 S561 WS1 WS 1 NEW 1 3/4"x20" LVL @ 24" OC 14 S450 10 S500 7 S561 1 S561 TYP TYP 4 S402 5 S402 8 S561 EXISTING SKYLIGHT. REMOVE (E) HEADER AND TRUSSES FRAMING INTO HEADER, REPLACE WITH NEW LVLS @ 24" OC MAX BETWEEN EXISTING DOUBLE TRUSS AT EXISTING SKYLIGHT, REMOVE (E) HEADER AND FRAMING JOIST. REPLACE WITH NEW LVL @ 16" MAX BETWEEN (E) (2)2X12 1 S561 TYP (E) 2x12 @ 16" (E) 8 3/4x48 GLULAM (E) 8 3/4x48 GLULAM (E) 22"WOOD TRUSS @ 24" OC 19 S561 19 S561 19 S561 SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 NO. DATE: TITLE/PURPOSE: 6. 1.10-31-16 PERMIT SET 01-12-17 CONSTRUCTION DOCUMENTS 1/8" = 1'-0" 5/ 1 / 2 0 1 7 4 : 1 6 : 3 7 P M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-31-2016 16.0117.S.01 ROOF PLAN - SOUTH S107 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T 1/8" = 1'-0" ROOF - SOUTH1 NORTH NOTES: 1.SEE S106 PLAN NOTES: 1.SEE S000 SERIES SHEETS FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS. 2.SEE S530 FOR TYPICAL METAL DECK DETAILS AND SCHEDULE. 3.SEE S520 FOR TYPICAL STEEL JOIST DETAILS 4.SEE S010 FOR JOIST LOADING AND DESIGN CRITERIA FOR NONSTANDARD JOISTS NOTED AS “SP”. 5.TOP OF STRUCTURAL STEEL SHALL BE BOTTOM OF METAL DECK UNLESS NOTED OTHERWISE ON PLAN. 6.CONTRACTOR TO VERIFY ALL EQUIPMENT WEIGHTS, SIZES, LOCATIONS, AND OPENINGS REQUIRED WITH MECHANICAL CONTRACTOR. CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY CHANGES IN THE WEIGHTS OR LOCATIONS SHOWN ON THE DRAWINGS. SUCH CHANGES IN CONDITIONS SHALL BE SUBJECT TO STRUCTURAL ENGINEER REVIEW. RE: MECHANICAL AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL OPENINGS NOT SHOWN. 7.PROVIDE FIRST JOIST PARALLEL TO WALLS OR EDGES OF BUILDING WITH HALF THE STANDARD JOIST CAMBER. 8.ALL BEAM REACTIONS ARE FOR 10k (ULTIMATE) UNO. PR 004- 05-01-17 31 7.9 9 Q EH EG EF EE ED EC EB EAE1E2E3E4E5E6E7E8E9E10E11E12E13E14 NJ 6.42 (E) 8 3/4x48 GLULAM (E) 8 3/4x48 GLULAM AT HATCHED REGIONS, (E) 8d NAILS SHOULD BE AT 12" OC, PROVIDE ADDITIONAL 8d NAILS SUCH THAT FINAL SPACING IS NO MORE THAN 6" OC 10'-0" S107 S561 9 S561 9TYP TYP 13 S561 13 S561 17 S561 18 S561 15 S561 12 S561 12 S561 14 S561 12 S561 14 S561 SIM 16 S561 AT HATCHED REGIONS, (E) 8d NAILS SHOULD BE AT 12" OC, PROVIDE ADDITIONAL 8d NAILS SUCH THAT FINAL SPACING IS NO MORE THAN 6" OC 10'-0" 16 S561SIM SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 NO. DATE: TITLE/PURPOSE: 6. 1.10-31-16 PERMIT SET 01-12-17 CONSTRUCTION DOCUMENTS 1/8" = 1'-0" 5/ 3 1 / 2 0 1 7 6 : 5 7 : 4 5 P M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R Checker Author 10-31-2016 16.0117.S.01 ROOF PLAN - EXISTING S108 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T 1/8" = 1'-0" ROOF - EXISTING1 NORTH PLAN NOTES: 1.SEE S561 FOR WOOD DETAILS AT EXISTING BUILDING 2.DO NOT OVERDRIVE NAILS OR SCREWS AT HIGH ROOF ABOVE POOL SPACE EXISTING POOL ROOF EVALUATION DESIGN CRITERIA: 1.PER THE TOWN OF ESTES PARK BUILDING DEPARTMENT, IN LIEU OF MEETING THE REQUIREMENTS OF THE 2015 IEBC SECTION 707.3.2 FOR THE PORTIONS OF THE EXISTING BUILDING BEING RE-ROOFED, THE EXISTING BUILDING'S ROOF DIAPHRAGMS, THE CONNECTION OF THE ROOF DIAPHRAGM TO THE ROOF FRAMING MEMBERS, AND ROOF TO WALL CONNNECTIONS WILL BE STRENGTHED, AS NECESSARY, TO MEET THE WIND LOAD REQUIREMENTS OF THE 1982 UBC 2.WIND SPEED = 90 MPH FASTEST WIND SPEED 3.EXPOSURE C FOR WIND LOAD FROM NORTH AND EXPOSURE B FOR WIND FROM SOUTH, EAST, AND WEST. 4.IMPORTANCE FACTOR = 1.15 PR 004- 05-01-17 PR 004 REVISION 2- 06-01-17 EG BUILD TOP OF WALL TIGHT TO UNDERSIDE OF TREATED 2x8 NAILED TO UNDERSIDE OF (E) GLULAM, GROUT ANY GAPS BETWEEN PLATE AND WALL SOLID L3x3x1/4 W/ 3/4"Øx6" LAG SCREW @ 8"OC 1 S561 4" (4) 10d NAILS 2x8 W/ (3) #14x5" WOOD SCREWS @ 16" OC FOR 10' EAST OF GRID E9 SIMPSON A44 W/ (8) 10d NAILS @ EACH LVL, NAIL DIRECTLY TO GLULAM WHEN 2x8 IS NOT PRESENT 4" CONT 2x4 SILL, ATTACH TO ANGLE W/ HILTI X-U 27 PAFS @ 18" OC L6x4x5/16xCONT W/ 3/4”Øx5” EMBED EXP BOLT @ 12” OC MAX INTO GROUTED CELL, GROUT UNGROUTED CELLS WITHIN 8" OF BOLTS 10d NAILS FROM LVL TO (E) TRUSS TOP CHORD @ 24” OC (E) TRUSS BEYOND ATTACH ADDITIONAL 2x4S TO SILL WITH (2) 8d NAILS, MIN TOE NAIL LVL TO SILLS NOTE: 1.REMOVE AND REPLACE EXISTING BLOCKING AS NECESSARY TO INSTALL NEW FRAMING. 1 3/4" MIN 1/2"x4 1/2" SCREW ANCHOR @ 12" MAX, 8" MIN (2) #14x5" WOOD SCREW FROM TRUSS TO SILL 3" MAX PROVIDE NEW LVL UNDER (E) JOISTS, W/ (2) 10d NAILS TO EXISTING WALL STUD (9) 5/16"Ø BOLTS 1 S561 2 1 / 4 " 3 1 / 2 " 3 1 / 2 " 2" MIN 4" MIN 4"3" 8 2x8xCONT W/ (2) #14x5" WOOD SCREWS @ EACH WALL STUD, PROVIDE CMST12x8'-0" AT ANY SPLICES SIMPSON A44 W/ (8) 10d NAILS @ EACH EXISTING JOIST (E) 2x8 BLOCKING GC TO CONFIRM (2) 10d NAILS @ 16” OC NOTE: 1.REMOVE AND REPLACE EXISTING BLOCKING AS NECESSARY TO INSTALL NEW FRAMING. 6 PROVIDE NAILS PER 11/S561 TO EITHER NEW LVL OR (E) JOIST PL 1/2x1'-3"x14'-0", CENTERED ON (E) GLULAM. FASTEN W/ (3) 3/4"Øx4" LAG SCREWS PER FOOT THROUGH PRE-DRILLED HOLE IN PLATE. IF PLATE REQUIRES SPLICE, PROVIDE 3/8" PJP WELD FULL HEIGHT OF PLATE, COORDINATE LOCATIONS OF HOLES AND SPLICES W/ (E) TRUSSES AND NEW LVLS (1) SIMPSON CMST12 STRAP, FILL ALL HOLES WITH 10d NAILS. EXTEND FROM GRID EH TO 4'-0" SOUTH OF GRID EG. PROVIDE BLOCKING BELOW AS NECESSARY. (2) #14x5" WOOD SCREW FROM TRUSS TO GLULAM L4x4x1/4x0'-4"W/ 2x4 SILL ATTACHED W/ (2) HILTI XU-26 PAFs 3/16 3/16 TOE NAIL LVL TO SILL PL PER 5/S561 4 1 / 2 " PROVIDE 1/2" RADIUS AT NOTCH 6 (3) 10d NAILS TO EXISTING FRAMING REMOVE AND REPLACE EXISTING 2x BLOCKING OPTION 1 1 S561 3" MAX 1 S561 (2) 10d TOENAIL TO TOP PLATE 6 OPTION 2 (9) 5/16"Ø BOLTS 2" 3 1 / 2 " 3 1 / 2 " 3" MIN 4" MIN 4" 8 AT (E) MASONRY CONTROL JOINTS, PROVIDE (1) SIMPSON CMST12x8'-0" STRAPS ON TOP OF 2x4 BLOCKING. CENTER STRAPS ON CJ AND FILL ALL HOLES WITH 10d NAILS NOTE: 1.(E) DECKING IS INSTALLED IN A STAGGERED 2 SPAN CONFIGURATION. BOUNDARY NAILING = 10d NAILS @ 4" OC SPACE SHEATHING SO THAT PANEL EDGES FALL ON CENTER OF DECK PIECE & NOT ON A JOINT (E) 3" TONGUE & GROOVE DECKING (E) GLULAM SUPPORT BEAM BELOW PANEL EDGE NAILING = 10d @ 6" OC FIELD NAILING = 10d @ 12" OC NEW 19/32" MIN APA RATED SHEATHING ABOVE (E) DECKING PROVIDE #8x5" MIN EMBED WOOD SCREW FROM DECKING TO GLULAM AT DECKING MIDDLE SUPPORT BEAM (E) DECKING NAILS TO GLULAMS, CONTRACTOR TO VERIFY NOTES: 1.MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3/8". 2.PROVIDE BOUNDARY NAILING (TYPE 4 ABOVE) INTO ALL SUPPORTING BEAMS, WALLS, JOIST BLOCKING, AND RIM BOARDS UNO. 3.SEE PLAN HATCH REGION FOR AREAS REQUIREING ADDITIONAL UPLIFT NAILING. 1 8d @ 6" OC 2 8d @ 12" OC 3 8d @ 6" OC 2 1 PANEL EDGE NAILING AT SUPPORTED EDGES 2 FIELD NAILING 3 BOUNDARY NAILING BEAM OR WALL DIAPHRAGM EDGE TRUSSES, RAFTERS OR JOISTS 1 3 NAILING PATTERNS ARE THE SAME AS THOSE DESCRIBED IN IBC TABLE 2306.3.1. BLOCKED EDGES ARE NOT REQUIRED FOR LIGHTLY LOADED DIAPHRAGMS AND SHOULD BE AVOIDED IF POSSIBLE. ALL SHEATHING IS REQUIRED TO BE APA-RATED. APA RATINGS ARE BASED ON PERFORMANCE, NOT MATERIAL TYPE, SO FOR A GIVEN RATING, OSB AND PLYWOOD ARE EQUIVALENT IN TERMS OF STRUCTURAL PERFORMANCE. OSB IS CHEAPER AND WILL GENERALLY BE SELECTED BY THE CONTRACTOR IF PLYWOOD IS NOT SPECIFICALLY REQUIRED. PLYWOOD GENERALLY HOLDS UP BETTER TO WEATHER AND CONSTRUCTION TRAFFIC, AND MAY BE WORTH SPECIFYING IF THE SHEATHING WILL BE EXPOSED FOR LONG PERIODS DURING OR AFTER CONSTRUCTION. FLOOR SHEATHING SHOULD BE SPECIFIED USING APA'S "STURD-I-FLOOR" RATING SYSTEM (THIS IS A TONGUE-AND-GROOVE PRODUCT WITH A SINGLE NUMBER IN THE RATING, IE: 24OC). ROOF SHEATHING SHOULD BE SPECIFIED USING APA'S SPAN RATINGS (THIS IS A TWO NUMBER RATING, IE: 20/40). WHERE STRUCTURAL DECKING IS USED, SHEATHING IS FREQUENTLY PLACED DIRECTLY ABOVE IT TO ACT AS THE DIAPHRAGM. THIS CONDITION IS COVERED IN DETAIL 18/Z6.00xR. 3 PROVIDE 10d NAILS AT 4" OC EACH DIRECTION FOR 3' ADJACENT TO POP UP ROOF, FULL LENGTH OF ROOF SIMPSON LTT20B AT EACH GRIDLINE, W/ (10) 10d NAILS TO VERTICAL GLULAM THRU SHEATHING AND (1) 1/2"Øx8" LAG SCREW AND STD WASHER TO GLULAM BEAM BELOW 2x8 W/ (2) #14x5" MIN EMBED WOOD SCREWS TO EACH WALL STUD SIMPSON A34 CLIP W/ (8) 8dx1 1/2" NAILS @ EACH WALL STUD PROVIDE 10d NAILS AT 4" OC EACH DIRECTION FOR 3' ADJACENT TO ROOF EDGE, FULL LENGTH OF ROOF PROVIDE 10d NAILS AT 4" OC EACH DIRECTION FOR 3' ADJACENT TO ROOF EDGE, FULL LENGTH OF ROOF 2x8 W/ (3) #14x5" MIN EMBED WOOD SCREWS TO EACH WALL STUD SIMPSON A35 CLIP W/ (12) 8dx1 1/2" NAILS @ 16" OC (E) DECKING 2x8xCONT W/ (2) #14x5" MIN EMBED WOOD SCREWS @ EACH WALL STUD, PROVIDE CMST12x8'-0" AT SPLICES SIMPSON A44 W/ (8) 10d NAILS @ EACH EXISTING TRUSS 2x8 W/ (4) #14x5" WOOD SCREWS @ 16" OC FOR FIRST 12' NORTH OF GRID EF SIMPSON A44 W/ (8) 10d NAILS @ EACH EXISTING TRUSS. NAIL DIRECTLY TO GLULAM WHEN 2x8 IS NOT PRESENT 1 3/4" MIN 1/2"x4 1/2" SCREW ANCHOR @ 12" MAX, 8" MIN FOR 10' NORTH OF EB AND 10' WEST OF E14 AT 'SIM' REMOVE AND REPLACE EXISTING PLYWOOD AS NECESSARY. NAIL REPLACED PLYWOOD PER 11/S561 AT (E) MASONRY CONTROL JOINTS, PROVIDE (2) SIMPSON CMST12x8'-0" STRAPS ON TOP OF 2x10 BLOCKING. CENTER STRAPS ON CJ AND FILL ALL HOLES WITH 10d NAILS CONTRACTOR TO CONFIRM (3) MIN TOENAILS FROM TRUSS TO SILL. PROVIDE NEW 8d NAILS FOR ANY DEFICIT FOUND REMOVE AND REPLACE (E) SOLID BLOCKING AT 4'-0" OC IN SPACE ADJACENT TO WALL PROVIDE BOUNDARY NAILS TO (E) MEMBERS EACH SIDE OF WALL SCALE: ISSUE DATE: DRAWN BY: REVIEWED BY: PROJECT #: 0123456789101112 A B C D E F G H I J O H L S O N L A V O I E C O L L A B O R A T I V E www.olcdesigns.com 0123456789101112 SHEET #: SHEET TITLE: PR I N C I P A L : EO R : DE S I G N E R : PR O J E C T M A N A G E R : MM J O B # : DA T E P R I N T E D : FI L E P A T H : 616 EAST SPEER BOULEVARD DENVER, COLORADO 80203 T: 303.294.9244 F: 303.294.9440 NO. DATE: TITLE/PURPOSE: 6. 1.10-31-16 PERMIT SET 01-12-17 CONSTRUCTION DOCUMENTS As indicated 5/ 3 1 / 2 0 1 7 6 : 5 7 : 4 5 P M C: \ P r o j \ 1 6 . 0 1 1 7 . S . 0 1 - E S T E S _ C O M M U N I T Y _ C E N T E R - R S 1 6_ e s a b i a . r v t ES T E S V A L L E Y C O M M U N I T Y C E N T E R SABIA EAGAN 10-31-2016 16.0117.S.01 WOOD DETAILS S561 66 0 C O M M U N I T Y D R I V E ES T E S P A R K , C O ED S A B I A , K A T I E H O Y T ED S A B I A RA L P H R E M P E L 16 . 0 1 1 7 . S . 0 1 DW I G H T G I L B E R T 3/4" = 1'-0"3 MASONRY WALL TOP AT (E) GLULAM 1 1/2" = 1'-0"7 NEW LVL TO (E) MAS WALL 1" = 1'-0"2 NEW LVL TO (E) STUD WALL 1 1/2" = 1'-0"1 NEW LVL TO (E) JOIST 1 1/2" = 1'-0"5 EXISTING GLULAM REINFORCING 1 1/2" = 1'-0"6 NEW LVL TO GLULAM 1 1/2" = 1'-0"8 NEW LVL TO (E) NORTH MASONRY WALL BULLETIN NO. 088. 03-10-17 NO SCALE9 TYP HIGH ROOF SHEATHING ABOVE (E) DECKING WS1 19/32" THICK 32/16 APA-RATED PLYWOOD NO MARK SHEATHING MATERIAL BLOCKED EDGES FASTENER TYPE & SPACING HORIZONTAL DIAPHRAGM SCHEDULE NO SCALE11 LOW ROOF HORIZONTAL DIAPHRAGM SCHEDULE 3/4" = 1'-0"13 POPPED UP SECTION ANCHORAGE 3/4" = 1'-0"14 TYP HIGH ROOF TO EXTERIOR ROOF 3/4" = 1'-0"15 HIGH ROOF TO MAS WALL 3/4" = 1'-0"12 HIGH ROOF TO WALL - DECK PERP 1" = 1'-0"17 LOW ROOF TO WALL AT GRID E13 1" = 1'-0"18 LOW ROOF TO WALL AT GRID E13 NORTH OF GRID EF 1 1/2" = 1'-0"16 LOW ROOF TO MAS WALL PR 004- 05-01-17 1 1/2" = 1'-0"19 TYP LOW ROOF TO EXISTING PARALLEL WALL PR 004 REVISION 2- 06-01-17 OS S/DS S FAA S V M 6'-8" 5'-4" 6'-0" TO CENTER (SEE NOTE 6) 1'-6" 3'-8" TO BOTTOM OF DEVICE (SEE NOTE 4) TOP OF CABINET CENTER OF CABINET TYPICAL 9'-0" CEILING TYPICAL 8'-0" CEILING 8'-0" 7'-4" TO CENTER TO BOTTOM 5'-0" TO CENTER AC AC AC AC POWER PANEL, FIRE ALARM PANEL, OR MASTER CLOCK S MDC 3 4 K D DOOR TO WS(x) C S D OS OS OS WOS TC PC HP R J K RA F FS D TS S TS MH S M T M T M V S SYSTEMS DISTRIBUTION AND RACEWAY FIRE ALARM LIGHTING FIXTURES WIRING DEVICES ABBREVIATIONS AND SYMBOLS FACP FA-RPS FAA C A a J J SR x x x x x x x A AMPERE(S) AC ABOVE COUNTER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AIC AMPERES INTERRUPTING CAPACITY ATS AUTOMATIC TRANSFER SWITCH BFF BELOW FINISHED FLOOR C CONDUIT CATV CABLE TELEVISION CB CIRCUIT BREAKER CT CURRENT TRANSFORMER DISC DISCONNECT DW DISHWASHER DWG(S) DRAWING(S) (E) EXISTING TO REMAIN EC ELECTRICAL CONTRACTOR EF EXHAUST FAN (ER) EXISTING TO BE RELOCATED EM EMERGENCY EPO EMERGENCY POWER OFF EWC ELECTRIC WATER COOLER (R) EXISTING TO BE REMOVED F FUSE FLA FULL LOAD AMPS FD GARBAGE DISPOSAL G GROUND GC GENERAL CONTRACTOR GFI GROUND FAULT CIRCUIT INTERRUPTER HP HORSEPOWER IDF INTERMEDIATE DISTRIBUTION FACILITY IG ISOLATED GROUND ISC SHORT CIRCUIT CURRENT KVA KILOVOLT AMPERE(S) KW KILOWATT(S) LTG LIGHTING MCA MINIMUM CIRCUIT AMPERE(S) MCB MAIN CIRCUIT BREAKER MDP MAIN DISTRIBUTION CENTER MDF MAIN DISTRIBUTION FACILITY MLO MAIN LUGS ONLY MTS MANUAL TRANSFER SWITCH MW MICROWAVE NC NORMALLY CLOSED NL NIGHT LIGHT - SEE GENERAL NOTES NO NORMALLY OPEN OAE OR APPROVED EQUAL OH OVERHEAD P POLE PART PARTIAL CIRCUIT PH PHASE PNL PANEL RCPT RECEPTACLE REF REFRIGERATOR (RL) RELOCATED SPD SURGE PROTECTION DEVICE UC UNDER COUNTER/CABINET UG UNDERGROUND UON UNLESS OTHERWISE NOTED V VOLT(S) W WATT(S) OR WIRE WG WIRE GUARD WP WEATHERPROOF XFMR TRANSFORMER POOL EQUIPMENT SCHEDULE NOTATION KITCHEN EQUIPMENT SCHEDULE NOTATION MECHANICAL EQUIPMENT SCHEDULE NOTATION DETAIL NOTE DELTA REVISION NOTE ELECTRICAL WIRE SIZE MAIN DISTRIBUTION CENTER (MDC) SURFACE MTD PANELBOARD RECESSED PANELBOARD TRANSFORMER BRANCH CIRCUIT HOMERUN CONDUIT CONCEALED IN FLOOR OR UNDERGROUND CONDUIT EXPOSED OR CONCEALED IN WALL OR CEILING RACEWAY UP RACEWAY DOWN CAPPED CONDUIT CURRENT TRANSFORMER CIRCUIT BREAKER SWITCH FUSED SWITCH GROUNDING ELECTRODE CONDUCTOR METER FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR/GRAPHIC MAP FIRE ALARM REMOTE POWER SUPPLY CONTROL MODULE MONITOR MODULE MANUAL PULLDOWN STATION WALL MOUNTED ADA STROBE ADA HORN OR SPEAKER WITH STROBE MINI HORN / STROBE ELECTROMAGNETIC DOOR HOLD OPEN SPRINKLER FLOW SWITCH SPRINKLER TAMPER SWITCH THERMAL DETECTOR PHOTOELECTRIC SMOKE DETECTOR DUCT SMOKE DETECTOR, SUPPLY OR RETURN REMOTE INDICATING LIGHT (TEST SWITCH) 120V. MOTORIZED SMOKE DAMPER RESCUE ASSISTANCE PHONE FIRE FIGHTERS PHONE JACK TTB, MDF OR IDF SYSTEM BACKBOARD TELECOMMUNICATION OUTLET FLOOR MOUNTED TELECOMMUNICATION OUTLET TELEVISION OUTLET SPEAKER - PAGING AND OR SOUND SYSTEM - INDICATES SPEAKER ZONE MICROPHONE OUTLET VOLUME CONTROL PUSH BUTTON CLOSED CIRCUIT TELEVISION CAMERA CABLE TRAY (LENGTH AS INDICATED ON DRAWINGS) LUMINAIRE TYPE, REFERENCING LUMINAIRE SCHEDULE, TYPICAL ALL FIXTURES. SUBSCRIPT, IF SHOWN, REFERENCES WALL SWITCH. WALL MOUNTED LUMINAIRE SURFACE MOUNTED LUMINAIRE RECESSED LUMINAIRE DOWNLIGHT LUMINAIRE SURFACE CEILING LUMINAIRE PENDANT LUMINAIRE WALLWASH LUMINAIRE STRIP LUMINAIRE SURFACE OR PENDANT TRACK LUMINAIRE LINEAR PENDANT LUMINAIRE (LENGTH AS INDICATED ON DRAWINGS/SCHEDULE) EXIT LUMINAIRE - SHADED INDICATES FACE/ DIRECTIONAL ARROWS AS SHOWN. BATTERY PACK EMERGENCY LUMINAIRE EMERGENCY LUMINAIRE - SHADED PROVIDE WITH INTEGRAL BATTERY BACKUP PORCELAIN LAMP HOLDER STEP LIGHT TYPE LUMINAIRE BOLLARD OR POST TOP LUMINAIRE EXTERIOR AREA LIGHT DUPLEX RECEPTACLE FOUR PLEX RECEPTACLE SINGLE RECEPTACLE COMBO RECEPTACLE/SWITCH SWITCHED DUPLEX RECEPTACLE SPECIAL PURPOSE RECEPTACLE FLOOR MOUNTED SPECIAL PURPOSE RECEPTACLE FLOOR MOUNTED RECEPTACLE DUPLEX/QUAD SURFACE RACEWAY CLOCK RECEPTACLE JUNCTION BOX WALL MOUNTED J-BOX FLOOR MOUNTED JUNCTION BOX MOLDED CASE CIRCUIT BREAKER IN ENCLOSURE NON-FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH MAGNETIC CONTROLLER (STARTER) COMBINATION STARTER/DISCONNECT SWITCH MOTOR RELAY TIME CLOCK PHOTOCELL THERMAL OVERLOAD SWITCH SINGLE POLE SWITCH 3-WAY SWITCH 4-WAY SWITCH KEY OPERATED SWITCH DIMMER SWITCH RECESSED DOOR SWITCH LIGHTING CONTROL SYSTEM LOW VOLTAGE DIGITAL WALL STATION. (X) INDICATES INDIVIDUAL WALL STATION ADDRESS. REFER TO LIGHTING CONTROL ONELINE DRAWING. SINGLE RELAY OCCUPANCY SENSOR/SWITCH. DOUBLE RELAY OCCUPANCY SENSOR/SWITCH. CEILING MOUNTED OCCUPANCY SENSOR. WALL MOUNTED OCCUPANCY SENSOR. S S S S S S S x CONTROL INTENT SCHEDULE NOTATION x LIGHTING CONTROL DEVICE SCHEDULE NOTATION TP TAMPER-PROOF 1. WHERE MULTIPLE LINE VOLTAGE DEVICES ARE SHOWN ADJACENT TO EACH OTHER, THEY ARE ALL TO SHARE THE SAME JUNCTION BOX, UP TO FOUR GANGS. 2. WHERE MORE THAN FOUR DEVICES ARE SHOWN ADJACENT TO EACH OTHER, DEVICES ARE TO STACK VERTICALLY ABOVE ONE ANOTHER IN TWO ROWS IN AS SMALL OF GANG BOXES AS POSSIBLE. I.E. SIX DEVICES WILL USE TWO THREE GANG BOXES, FIVE DEVICES WILL USE ONE THREE GANG AND ONE TWO GANG BOX. 3. SEPARATELY GANGED DEVICES ARE NOT ALLOWED TO BE INSTALLED ADJACENT TO ONE ANOTHER HORIZONTALLY WITHIN THE SAME STUD BAY. 4. AUDIBLE/VISUAL FIRE ALARM DEVICES SHOWN ARE TO BE MOUNTED AT 90" OR 6" BELOW CEILING, WHICHEVER IS LOWER. ADA STROBES TO BE MOUNTED AT 80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER. 5. MAXIMUM ELEVATION FOR ALL LOAD CENTER CIRCUIT BREAKERS SHALL NOT EXCEED 48" AFF, WITHIN DWELLING UNITS. 6. THE E.C. SHALL REFER TO ARCHITECTURAL ELEVATIONS TO COORDINATE ALL COUNTER HEIGHTS. ALL "AC" DEVICES SHALL HAVE BOTTOM OF BACK-BOX MOUNTED 4" ABOVE THE BACK/SIDE SPLASH. NOTES: AE D E S I G N In t e g r a t e d L i g h t i n g a n d E l e c t r i c a l S o l u t i o n s 19 0 0 W a z e e S t r e e t # 3 5 0 D e n v e r , C O 8 0 2 0 2 3 0 3 . 2 9 6 . 3 0 3 4 ae d e s i g n - i n c . c o m IS S U E : Copyright c 2013- All rights reserved Architectural Engineering Design Group, Inc. All design drawings and written m aterial herein m ay not be used or duplicated without the written consent of Architectural Engineering Design Group, Inc. IS S U E D A T E : CH E C K E D B Y : DR A W N B Y : SC A L E : PR O J E C T # : DA T E DE S C R I P T I O N RE V . # SHEET NO.: SH E E T T I T L E : Pr o j e c t # : 3 6 6 8 . 0 0 NT S E0.0 EL E C T R I C A L CO V E R S H E E T TP K , S K VR P , E S N 04 - 1 4 - 2 0 1 7 PR 0 0 4 / A L T 1 P E R M I T ES T E S V A L L E Y C O M M U N I T Y C E N T E R 660 COMMUNITY DRIVE ESTES PARK, CO 36 6 8 . 0 0 COVERSHEET NOTES 1 THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL NECESSARY FOR A COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM. 2 MATERIALS AND INSTALLATION SHALL COMPLY WITH CODES, LAWS AND ORDINANCES OF FEDERAL, STATE AND LOCAL GOVERNING BODIES HAVING JURISDICTION. 3 MATERIALS AND EQUIPMENT SHALL BE LISTED AND/OR LABELED BY U.L., ETL, CSA OR ANOTHER RECOGNIZED TESTING LAB. 4 ALL WORK REQUIRED FOR THE INSTALLATION AS SHOWN ON DRAWINGS INCLUDING LABOR, EQUIPMENT AND MATERIALS SHALL BE IN STRICT COMPLIANCE WITH THE BUILDING STANDARDS, EXCEPT AS NOTED OTHERWISE. 5 THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, GOVERNMENTAL FEES, TAXES AND LICENSES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE ELECTRICAL WORK. 7 THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER/OWNER OF ANY MATERIALS OR APPARATUS BELIEVED TO BE INADEQUATE, UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, RULES OR REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 8 FOR ALL JOBS THAT INCLUDE DEMOLITION WORK BY THE ELECTRICAL CONTRACTOR, DURING AND AFTER DEMOLITION, EC SHALL MAINTAIN CIRCUIT CONTINUITY TO ALL EXISTING DEVICES THAT ARE TO REMAIN. EC SHALL REMOVE, RELOCATE, AND/OR REWORK ANY CONDUIT AND WIRING TO FACILITATE THE NEW CONSTRUCTION SCOPE OF WORK. FOR A LUMINAIRES THAT ARE EXISTING TO REMAIN OR EXISTING TO BE RELOCATED, EC SHALL CLEAN LENSES AND REPLACE ALL EXTINGUISHED LAMPS, UON. 9 THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS, VISIT THE SITE, AND THOROUGHLY BECOME FAMILIAR WITH THE BUILDING STANDARDS AND LOCAL CONDITIONS RELATING TO THE WORK. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF THE OBLIGATIONS OF THE CONTRACT. 10 ALL MATERIALS, AND EQUIPMENT SHALL BE ERECTED, INSTALLED, CONNECTED, CLEANED, ADJUSTED, TESTED, CONDITIONED, AND PLACED IN SERVICE IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. 11 ALL CUTTING, DRILLING AND PATCHING OF MASONRY, STEEL OR IRON WORK BELONGING TO THE BUILDING MUST BE DONE BY THIS CONTRACTOR IN ORDER THAT HIS WORK MAY BE PROPERLY INSTALLED, BUT UNDER NO CONDITIONS MAY STRUCTURAL WORK BE CUT, EXCEPT AT THE DIRECTION OF THE ARCHITECT-DESIGNER OR THEIR REPRESENTATIVE. 12 SHOP DRAWINGS SHALL INCLUDE MANUFACTURER'S NAMES, CATALOG NUMBERS, CUTS, DIAGRAMS AND OTHER SUCH DESCRIPTIVE DATA AS MAY BE REQUIRED TO IDENTIFY AND REVIEW THE EQUIPMENT. SUBMITTALS SHALL BE IN LOGICAL GROUPS, FOR EXAMPLE, ALL LIGHTING FIXTURES, PARTIAL SUBMITTALS WILL NOT BE REVIEWED. 13 ALL MATERIAL, EQUIPMENT, WIRING DEVICES, ETC. SHALL BE NEW, UNLESS SPECIFICALLY INDICATED AS EXISTING TO BE REUSED. 14 DO NOT SHARE NEUTRAL CONDUCTORS FOR MULTIWIRE BRANCH CIRCUITS. WHERE THE E.C. PROPOSES THE USE OF SHARED NEUTRAL CONDUCTORS OR SHARED NEUTRAL CONDUCTORS ARE REQUIRED (SUCH AS POWERED FURNITURE SYSTEMS), HANDLE TIES SHALL BE PROVIDED ON THE CIRCUIT BREAKERS, WITH SHARED NEUTRALS, SUCH THAT IT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS. ALL HANDLE TIES ARE REQUIRED TO BE INDICATED ON THE PANELBOARD SHOP DRAWINGS. 15 SHOULD ACTUAL FIELD CONDITIONS REQUIRE INDICATED CIRCUIT DESIGNATIONS TO VARY, INDICATE THE CIRCUIT NUMBER USED ON THE "AS-BUILT" DRAWINGS. 16 ALL SERVICE EQUIPMENT (OTHER THAN IN DWELLING UNITS) SHALL BE LEGIBLY MARKED IN THE FIELD BY THE ELECTRICAL CONTRACTOR WITH THE MAXIMUM AVAILABLE FAULT CURRENT AS INDICATED WITHIN THESE DOCUMENTS. THE FIELD MARKING(S) SHALL COMPLY WITH ELECTRICAL SPECIFICATIONS FOR READABILITY AND DURABILITY. 17 ALL NEW CIRCUITS SHALL HAVE A GROUND WIRE INSTALLED. 18 ALL WIRING NOT INSTALLED IN CONDUIT AND INSTALLED IN THE CEILING SPACE SHALL BE PLENUM RATED. 19 ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SPECIAL OUTLET BOXES THAT MAY BE REQUIRED TO ENCLOSE RECEPTACLES. 20 IN EXPOSED AND SUSPENDED CEILING APPLICATIONS, ROUTE CONDUIT AS CLOSE TO STRUCTURAL SLAB OR DECK AS POSSIBLE, AND SUPPORT CONDUIT AND JUNCTION BOXES DIRECTLY FROM THE STRUCTURAL SLAB, DECK, OR FRAMING PROVIDED FOR THAT PURPOSE. LIGHTING BRANCH CIRCUIT CONDUITS SHALL NOT BE CLIPPED TO THE CEILING SYSTEM HAS BEEN SPECIFICALLY DESIGNED FOR THAT PURPOSE. 21 ALL EXPOSED CONDUIT SHALL BE CONCEALED TO THE GREATEST EXTENT POSSIBLE, AND SHALL BE INSTALLED PARALLEL AND CLOSE TO STRUCTURAL MEMBERS. GENERAL CONTRACTOR SHALL PAIN CONDUIT TO MATCH ADJACENT FINISHES. 22 WHERE FLOOR FITTINGS REQUIRE PENETRATION OF THE FLOOR SLAB, THEY SHALL BE STANDARD DEVICE LISTED BY UL FOR THE PURPOSE AND HAVE A UL FIRE RATING EQUAL TO THE FLOOR RATING. FLOOR SERVICE BOXES SHALL BE MODULAR, ADJUSTABLE FLUSH TYPE, DUAL SERVICE UNITS SUITABLE FOR WIRING METHOD USED. COMPARTMENT BARRIERS SHALL SEPARATE POWER FROM LOW VOLTAGE CABLING. PROVIDE RECTANGULAR SERVICE PLATE WITH SATIN FINISH. 23 ALL RECEPTACLES SHALL BE SPECIFICATION GRADE NEMA 5-20R, UNLESS OTHERWISE NOTED. 24 ALL LIGHT SWITCHES SHALL BE SPECIFICATION GRADE, QUIET OPERATION RATED 120/277 VOLT, 20 AMPS, UNLESS OTHERWISE NOTED. 25 ALL FACE PLATE AND DEVICE COLORS SHALL BE APPROVED BY ARCHITECT OR OWNER/LEASEE. 26 PROVIDE OWNER WITH A COMPLETE LISTING OF ALL FIXTURES UTILIZED ON THE PROJECT INCLUDING MANUFACTURER AND CATALOG INFORMATION. PROVIDE A SUGGESTED SOURCE, INCLUDING CONTACT NAME AND PHONE NUMBER, FOR REORDERING. 27 ALL EXISTING ELECTRICAL SERVICES NOT SPECIFICALLY INDICATED TO BE REMOVED OR ALTERED SHALL REMAIN AS THEY PRESENTLY EXIST. 28 CONTRACTOR TO CONDUCT FUNCTIONAL TESTING OF LIGHTING CONTROLS EQUIPMENT AS REQUIRED BY IECC 2012/2015, SECTION C408.3. AFTER THIS TESTING IS OBSERVED AND COMPLETED, THE REGISTERED DESIGN PROFESSIONAL OR COMMISSIONING AUTHORITY SHALL PROVIDE DOCUMENTATION TO THE AHJ THAT CERTIFIES THAT THE INSTALLATION MEETS THE DOCUMENTED PERFORMANCE CRITERIA OF SECTION C405. NTS2DEVICE MOUNTING HEIGHT DIAGRAM 04/17/17 WS1 RC RC EB EC ED EE EF EXIST NATATORIUM A110 EXIST POOL DECK A109 H3 m H3 g H3 m H3 g H3 m H3 g H3 m H3 g H3 m H3 g H3 m H4 g H4 h H3 n H3 h H3 n H4 h H4 n H4 h H4 n H3 h H3 n H3 h H3 n H4 h H4 g 1 POOL STORAGE A108 EXIST POOL MECH A112 EXIST POOL EQUIP A114 4 1 1 1 1 1 5 0 .0 0 ° 3 5 . 0 0 ° EH NJ 5 EXIST ELEC A113 '(E) L1' '(E) H1' RC2RC2 2 3 g,m h,n H1-1,3 H1-5,7 AE D E S I G N In t e g r a t e d L i g h t i n g a n d E l e c t r i c a l S o l u t i o n s 19 0 0 W a z e e S t r e e t # 3 5 0 D e n v e r , C O 8 0 2 0 2 3 0 3 . 2 9 6 . 3 0 3 4 ae d e s i g n - i n c . c o m IS S U E : Copyright c 2013- All rights reserved Architectural Engineering Design Group, Inc. All design drawings and written m aterial herein m ay not be used or duplicated without the written consent of Architectural Engineering Design Group, Inc. IS S U E D A T E : CH E C K E D B Y : DR A W N B Y : SC A L E : PR O J E C T # : DA T E DE S C R I P T I O N RE V . # SHEET NO.: SH E E T T I T L E : Pr o j e c t # : 3 6 6 8 . 0 0 As i n d i c a t e d E1.0 EL E C T R I C A L LI G H T I N G P L A N TP K , S K VR P , E S N 04 - 1 4 - 2 0 1 7 PR 0 0 4 / A L T 1 P E R M I T ES T E S V A L L E Y C O M M U N I T Y C E N T E R 660 COMMUNITY DRIVE ESTES PARK, CO 36 6 8 . 0 0 1/8" = 1'-0"1 LAP POOL LIGHTING PLAN LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER CATALOGUE NUMBER VOLTAGE LAMP QUAN. LAMP WATTAGE LAMP MAX WATTAGE DIMMING LOCATION BOF/RFD/ OFH NOTES H3 LED NATATORIUM ARCHITECTURAL HIGH-BAY LUX DYNAMICS LED-WAVE-3-UNV-TOP-835-(2) HO-(1)SO-MH1P-LPDW-4'-NAT UNIV 1 226 W LED 226 VA 0-10V SUSPENDED CEILING 14'-0" BOF CUSTOM MODIFIED FIXTURE CONFIGURATION - PROVIDE 3-BAR FIXTURE WITH (1) STANDARD OUTPUT BAR AIMED DIRECTLY DOWN, (1) HIGH OUTPUT BAR AIMED DIRECTLY TOWARD CENTER OF POOL, AND (1) HIGH OUTPUT BAR AIMED INDIRECTLY TOWARD CENTER OF CEILING. COORDINATE EXACT BAR SPECIFICATION, LOCATIONS, AND AIMING WITH MANUFACTURER AND APPROVED SHOP DRAWINGS PRIOR TO PURCHASE. EXACT FIXTURE AND LED BAR AIMING SHALL BE ADJUSTED IN-FIELD AS REQUIRED. COORDINATE CUSTOM SUSPENDED STEM LENGTH AT EACH LOCATION PRIOR TO PURCHASE. PROVIDE INTEGRAL 0-10V PHOTOSENSOR PER FIXTURE CATALOGUE NUMBER AND PROVIDE UID8410 WIRELESS REMOTE AS REQUIRED FOR SET POINT RE-PROGRAMMING AND COMMISIONING. INTEGRAL PHOTOSENSOR SHALL BE WIRED TO DIM (1) HIGH-OUTPUT BAR/DRIVER AIMED DIRECTLY AT CENTER OF POOL IN ORDER TO MAINTAIN 50FC AT POOL. H4 LED NATATORIUM ARCHITECTURAL HIGH-BAY LUX DYNAMICS LED-WAVE-3-UNV-TOP-835-(2) HO-(1)SO-MH1P-LPDW-4'-NAT- DLH 0-10V UNIV 1 226 W LED 226 VA 0-10V SUSPENDED CEILING 14'-0" BOF CUSTOM MODIFIED FIXTURE CONFIGURATION - PROVIDE 3-BAR FIXTURE WITH (1) STANDARD OUTPUT BAR AIMED DIRECTLY DOWN, (1) HIGH OUTPUT BAR AIMED DIRECTLY TOWARD CENTER OF POOL, AND (1) HIGH OUTPUT BAR AIMED INDIRECTLY TOWARD CENTER OF CEILING. COORDINATE EXACT BAR SPECIFICATION, LOCATIONS, AND AIMING WITH MANUFACTURER AND APPROVED SHOP DRAWINGS PRIOR TO PURCHASE. EXACT FIXTURE AND LED BAR AIMING SHALL BE ADJUSTED IN-FIELD AS REQUIRED. COORDINATE CUSTOM SUSPENDED STEM LENGTH AT EACH LOCATION PRIOR TO PURCHASE. PROVIDE INTEGRAL 0-10V PHOTOSENSOR PER FIXTURE CATALOGUE NUMBER AND PROVIDE UID8410 WIRELESS REMOTE AS REQUIRED FOR SET POINT RE-PROGRAMMING AND COMMISIONING. INTEGRAL PHOTOSENSOR SHALL BE WIRED TO DIM (1) HIGH-OUTPUT BAR/DRIVER AIMED DIRECTLY AT CENTER OF POOL IN ORDER TO MAINTAIN 50FC AT POOL. KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 EXISTING SWITCHBANK LOCATION TO BE REMOVED AND REVISED PER NEW CONTROLS SYSTEM. 2 NEW LIGHTING ROOM CONTROLLERS TO BE NETWORKED TO WATTSTOPPER LIGHTING CONTROL SYSTEM RELAY PANEL TO BE INSTALLED IN NEW ELEC 254 UNDER SEPERATE BUILDING EXPANSION SCOPE OF WORK IN ORDER TO ALLOW ALL CONTROLLER RELAYS/ZONES TO BE CONTROLLED VIA DIGITAL WALLSTATION CONTROLS AND AUTOMATIC TIME-CLOCK. COORDINATE EXACT REQUIREMENTS WITH APPROVED LIGHTING CONTROL SHOP DRAWINGS. 3 EC SHALL PROVIDE NEW WIRING FOR EXISTING CIRCUITS H-1,3,5,7 SERVING EXISTING LAP POOL LIGHTING AND CONNECT THROUGH NEW ROOM CONTROLLERS AND LIGHTING CONTROL SYSTEM AS INDICATED. EC SHALL RE-USE EXISTING CONDUIT WHERE POSSIBLE AND EXTEND CONDUIT TO NEW LOCATIONS AS REQUIRED. 4 PROVIDE WATTSTOPPER 4-BUTTON LOW-VOLTAGE SWITCH WITH 01-0V DIMMING STATION FOR CONTROL OF LAP POOL LIGHTING VIA NEW ROOM CONTROLLER RELAYS/ZONES. REFER TO LIGHTING CONTROL DIAGRAMS, SHEET E2.0, FOR MORE INFORMATION. VERIFY EXACT LOCATION OF LIGHTING CONTROL WALLSTATION WITH OWNER PRIOR TO PURCHASE. GENERAL NOTES A EXISTING SURFACE MOUNTED HID LIGHTING FIXTURES ARE TO BE REMOVED IN THEIR ENTIRETY AND REPLACED WITH NEW FIXTURES AT SAME LOCATION AS INDICATED. EXISTING LOCATIONS, CONDUIT, WIRING AND JUNCTION BOXES ARE TO BE REUSED AS MUCH AS POSSIBLE. UPON REMOVAL OF EXISTING FIXTURES, THE CONTRACTOR SHALL MAKE REPAIRS OF ANY VISIBLE DAMAGE TO THE EXISTING CEILING AND CEILING FINISH AS NECESSARY. COORDINATE ANY REQUIRED REPAIRS DIRECTLY WITH OWNER. B UNLESS OTHERWISE NOTED, ALL FIXTURES ARE TO RE-USE EXISTING BRANCH CIRCUITING FROM PANEL H1. EXISTING CIRCUITING SHALL BE REQUIRED TO BE RE-CONNECTED VIA NEW LIGHTING CONTROLS AS INDICATED. C EXISTING LIGHTING CONTROLS TO BE REMOVED AND REPLACED WITH NEW AS INDICATED. REFER TO LIGHTING CONTROLS SCHEDULES AND DIAGRAMS, SHEET E2.0, FOR MORE INFORMATION. 1/4" = 1'-0"3 ENLARGED PLAN EXISTING ELEC A113 ALL OTHER EXISTING DEVICES, EQUIPMENT, LIGHTING FIXTURES, OR OTHER ELECTRICAL INSTALLATIONS NOT SHOWN SHALL REMAIN, UNLESS OTHERWISE NOTED. D LIGHTING CONTROL DEVICES - LAP POOL TYPE DESCRIPTION MANUFACTURER CATALOGUE PROGRAMMING REQUIREMENTS RC2 DUAL RELAY ROOM CONTROLLER, SWITCHING WATTSTOPPER LMRC-112 ROOM CONTROLLER SHALL SWITCH FIXTURE HIGH-OUTPUT DRIVER AS INDICATED. REFER TO DETAIL NOTES, THIS SHEET, AND LIGHTING CONTROL DIAGRAM, 3/E2.0, FOR MORE INFORMATION Co n s t r u c t i o n Do c u m e n t s 01 . 1 2 . 1 7 Re v i s i o n 1 0 5 . 3 1 . 1 7 1 E DURING COMMISSIONING PROCESS FOR LIGHTING CONTROLS SYSTEMS PROVIDE LADDER OR OTHER ACCEPTABLE MEANS FOR COMMISSIONING AGENT TO ACCESS ALL LIGHTING CONTROL SYSTEMS AND DEVICES AS REQUIRED. COORDINATE EXACT TIMING AND ACCESS REQUIREMENTS WITH COMMISSIONING AGENT PRIOR TO COMPLETION OF INSTALLATION. 1 EXISTING PANEL 'H1' (E) LIGHTING (E) FC - FAN COIL (E) B - BOILER -- -- (E) P1 - PUMP #1 -- -- (E) MP MAIN POOL PUMP -- -- SPACE SPACE SPACE SPACE SPACE SPACE 1 1 1 1 1 1 3 -- -- 3 -- -- 3 -- -- 20 20 20 20 20 2 15 -- -- 15 -- -- 60 -- -- 20 20 20 20 20 20 15 -- -- 15 -- -- 50 -- -- 1 1 1 1 1 1 3 -- -- 3 -- -- 3 -- -- (E) LIGHTING (E) EMERGENCY LIGHTING (E) LIGHTING (E) LOCKER RM LTG SPARE SPARE (E) P5 - PUMP #5 -- -- (E) P1 - PUMP #1 -- -- (E) TRANSFORMER 'TL1' -- -- SPACE SPACE SPACE SPACE SPACE SPACE CIR. NO 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 CCT TYPE: CCT TYPE: LIGHTING: RECEPTACLE: MOTOR: LGST MOTOR: EQUIPMENT: KITCH EQUIP: SUBFEED PNL: NOTES: (*) (**) VOLTAGE L-L: VOLTAGE L-N: TYPE: MOUNTING: NOTES: CCT TYPE L L L L OVER 10K: NEW LIGHTING LOAD TO REPLACE EXISTING ON (E) CIRCUIT BREAKER. OVERALL LOAD ON CIRCUIT IS REDUCED FROM EXISTING. OVERALL LOAD ON EXISTING PANEL 'H1' IS REDUCED FROM EXSITING. REFER TO LOAD SUMMARY FOR MORE INFORMATION AND OVERALL PANEL LOAD JUSTIFICATION. LOAD VA 1356 1582 1356 1582 L=LIGHTING, R=RECEPTACLE, M=MOTOR, LM=LARGEST MOTOR, E=EQUIPMENT, KE=KITCH EQUIP, S=SUBFEED PANEL LOAD 5876 0 0 0 0 0 0 0 480 277 3PH/4W SURFACE EXISTING LOAD DESCRIPTION (N) POOL LIGHTING(*) (N) POOL LIGHTING(*) (N) POOL LIGHTING(*) (N) POOL LIGHTING(*) MULT 1.25 1.0 0.5 1.0 1.25 1.0 0 1.0 DEMANDED LOAD 7345 0 0 0 0 0 0 0 CIRCUIT BRKR POLE VA VA VA VA VA VA VA VA TRIP LOCATION: BUS RATING: MAIN CB: S.C. RATING: FED FROM: BUS A B C A B C A B C A B C A B C A B C A B C CIRCUIT BRKR TRIP POLE EXISTING ELEC A113 400 M.L.O. 14K AIC (E) MDC LOAD DESCRIPTION TOTAL CONNECTED LOADS TOTAL DEMANDED LOADS AMPS VA VA AMPS TOTAL ON PANEL: (EXISTING) A 2938 A 3673 13 LOAD VA B 1582 B 1978 7 7 9 CCT TYPE C 1356 C 1695 6 KVA AMPS(**) CIR NO 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 LOAD SUMMARY EXISTING PANEL 'H1' (225A, 480/277V, 3PH, 4W) EXISTING MAIN DISTRIBUTION CENTER 'MDC' (2000A, 480/277V, 3PH, 4W) NOTES EXISTING DEMAND LOAD ON PANEL 'H1' TOTAL REMOVED LOAD ON PANEL 'H1' TOTAL NEW LOAD ON PANEL 'H1' TOTAL REMOVED LOAD ON PANEL 'H1' (*) (**) 1. OVERALL LOAD ON EXISTING PANEL 'H1' IS REDUCED, THEREFORE FINAL TOTAL LOAD ON (E) 175A BREAKER IS JUSTIFIED OVERALL LOAD IS REDUCED, THEREFORE THE FINAL TOTAL LOAD IS JUSTIFIED ON THE EXISTING 2000A MDC EXISTING DEMAND LOADS FROM PREVIOUS ENGINEERS DRAWINGS 96.78 -10.40 7.35 TOTAL LOAD AT 277/480V, 3PH -3.06 TOTAL REMOVED LOAD AT 277/480V, 3PH KVA KVA KVA KVA 116.40 -12.51 8.83 94 113 -3.67 -3 -4 AMPS AMPS AMPS KVA AMPS(*) AMPS KVA AMPS (**) Red Yel Lighting Load (1) Lighting Load (2) 120/230/277 Hot Blk Neutral Wht LMRC-112 2-Zone Switching Room Controller RJ45 Port (Typical) LMSW-104 Scene Switch g m h n To Additional Room Controllers and/or Wattstopper Central Relay Panel for Networked Timeclock Functionality, as Required LMRJ Series Pre-Terminated Cables or CAT5e. Free Topology & Splitter Acceptable T 2000N TO UTILITY PLATTE RIVER POWER AUTHORITY (PRPA) PAD MOUNTED UTILITY 2000 KVA TRANSFORMER (ACTUAL SIZE BASED UPON UTILITY DISCRESION) 277/480V, 3 PH, 4W (E) MAIN DISTRIBUTION CENTER (MDC) 2000A, 277/480V, 3PH, 4-WIRE, NEMA 1, 65KAIC RATED M GFP 2000A/3P LSIG (E) N G (E) PRPA UTILITY NEMA 3R CONNECTION CT CABINET & MAIN SERVICE DISCONNECT (MSD) 2000NG SPD 10 0 A / 3 P PANEL 'HM2B' 225NG T XFMR XFMR PANEL 'LP2B' 'T2B' 112.5KVA 22 5 A / 3 P (E) PANEL 'H1' 17 5 A / 3 P UPPER LEVEL (E) PEU RTU 1 12 5 A / 3 P MECH RTU 2 90 A / 3 P MECH 25 0 A / 3 P SP A C E 10 0 A / 3 P SP A C E EX T E R I O R RE C R E A T I O N B U I L D I N G IN T E R I O R T XFMR XFMR PANEL 'LA2A' 'TAA' 30KVA 22 5 A / 3 P SP A R E GRADE (E) PRPA ENERGY METER T (E) (E) (E) PANEL 'L1' 'TL1' 30KVA (E) PANEL 'H2' 10 0 A / 3 P T (E) (E) (E) PANEL 'L2' 'TL2' 30KVA 17 5 A / 3 P 175NG 175NG 100NG PANEL 'HA2A' 225NG 22 5 A / 3 P PANEL 'HM2A' 225NG 22 5 A / 3 P PANEL 'HL2B' 100NG 22 5 A / 3 P PANEL 'HM1B' 225NG T XFMR XFMR PANEL 'LP1B' 'T1B' 112.5KVA 10 0 A / 3 P 10 0 A / 3 P PANEL 'HL1B' 100NG T XFMR XFMR PANEL 'LK1B' 'T1K' 30KVA LOWER LEVEL T XFMR XFMR PANEL 'LP2A' 12 5 A / 3 P 'TPA' 75KVA 1" CONDUIT T XFMR XFMR PANEL 'LT2B' 'TBT' 30KVA RTU 3 17 5 A / 3 P MECH 10 0 A / 3 25 0 A / 3 P SP A C E 10 0 A / 3 P SP A C E ELEV 1 MECH 5#1, 2"C (E) (E) (E) (E) (E) (E) AE D E S I G N In t e g r a t e d L i g h t i n g a n d E l e c t r i c a l S o l u t i o n s 19 0 0 W a z e e S t r e e t # 3 5 0 D e n v e r , C O 8 0 2 0 2 3 0 3 . 2 9 6 . 3 0 3 4 ae d e s i g n - i n c . c o m IS S U E : Copyright c 2013- All rights reserved Architectural Engineering Design Group, Inc. All design drawings and written m aterial herein m ay not be used or duplicated without the written consent of Architectural Engineering Design Group, Inc. IS S U E D A T E : CH E C K E D B Y : DR A W N B Y : SC A L E : PR O J E C T # : DA T E DE S C R I P T I O N RE V . # SHEET NO.: SH E E T T I T L E : Pr o j e c t # : 3 6 6 8 . 0 0 NT S E2.0 ELECTRICAL DETAILS TP K , S K VR P , E S N 04 - 1 4 - 2 0 1 7 PR 0 0 4 / A L T 1 P E R M I T ES T E S V A L L E Y C O M M U N I T Y C E N T E R 660 COMMUNITY DRIVE ESTES PARK, CO 36 6 8 . 0 0 1/8" = 1'-0"3 LIGHTING CONTROL DIAGRAM LIGHTING CONTROL DIAGRAM SHOWN FOR REFERENCE ONLY. COORDINATE ACTUAL WIRING AND CONNECTION REQUIREMENTS WITH MANUFACTURER'S APPROVED SUBMITTALS/SHOP DRAWINGS AND INSTALLATION INSTRUCTIONS. NTS4ELECTRICAL ONE-LINE DIAGRAM ALL EQUIPMENT SHOWN ON ELECTRICAL ONE-LINE DIAGRAM IS EXISTING UNDER PREVIOUS SCOPE OF WORK AND IS SHOWN FOR REFERENCE ONLY. NEW SCOPE OF WORK SHALL INVOLVE BRANCH CIRCUITS AS NOTED ON LIGHTING PLAN, SHEET E1.0. Co n s t r u c t i o n Do c u m e n t s 01 . 1 2 . 2 0 17 04/17/17 AE D E S I G N In t e g r a t e d L i g h t i n g a n d E l e c t r i c a l S o l u t i o n s 19 0 0 W a z e e S t r e e t # 3 5 0 D e n v e r , C O 8 0 2 0 2 3 0 3 . 2 9 6 . 3 0 3 4 ae d e s i g n - i n c . c o m IS S U E : Copyright c 2013- All rights reserved Architectural Engineering Design Group, Inc. All design drawings and written m aterial herein m ay not be used or duplicated without the written consent of Architectural Engineering Design Group, Inc. IS S U E D A T E : CH E C K E D B Y : DR A W N B Y : SC A L E : PR O J E C T # : DA T E DE S C R I P T I O N RE V . # SHEET NO.: SH E E T T I T L E : Pr o j e c t # : 3 6 6 8 . 0 0 1 " = 1 0 ' - 0 " E3.0 ELECTRICAL CODE COMPLIANCE FORMS TP K , S K VR P , E S N 04 - 1 4 - 2 0 1 7 PR 0 0 4 / A L T 1 P E R M I T ES T E S V A L L E Y C O M M U N I T Y C E N T E R 660 COMMUNITY DRIVE ESTES PARK, CO 36 6 8 . 0 0 04/17/17 SECTION 09 8400 ACOUSTICAL WALL TREATMENT (CEMENTITIOUS WOOD FIBER WALL PANELS) PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Cementitious wood fiber plank acoustical wall panel system and installation accessories. 1.02 REFERENCES A. ASTM International: 1. ASTM C635 Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings. 2. ASTM E84 Standard Test Method for Surface Burning Characteristics of Building Materials. 3. ASTM E1264 Standard Classification for Acoustical Ceiling Products. B. Ceilings and Interior Systems Construction Association (CISCA): 1. CISCA Code of Practices. 1.03 SYSTEM DESCRIPTION A. Performance Requirements: 1. Provide acoustical wall panel assembly designed and tested to provide surface burning characteristics (ASTM E84) as follows: a. Flamespread: 0. b. Smoke Developed: 0. 2. Provide acoustical wall panel system which has been manufactured, fabricated and installed to provide Noise Reduction Coefficient (NRC) rating as follows: a. NRC rating minimum 0.40. 1.04 SUBMITTALS A. General: Submit listed submittals in accordance with Conditions of the Contract and Division 1 Submittal Procedures Section. B. Product Data: Submit manufacturer’s product data and installation instructions. 1. Recommended procedures for normal cleaning and removal of stains including precautions in use of cleaning materials that may be detrimental to surfaces. C. Samples: Submit selection and verification samples: [6 inch × 6 inch (152 × 152 mm) sample for each wall panel unit required, showing full range of exposed texture to be expected in completed work] [And] [One 8 inch × 10 inch (203 × 254 mm) sample for each fabric color is available.]. D. Quality Assurance/Control Submittals: Submit the following: 1. Test Reports: Upon request, submit certified test reports from recognized test laboratories. 2. Certificates: Submit manufacturer’s certificate that products meet or exceed specified requirements. 1.05 QUALITY ASSURANCE A. Installer Qualifications: Utilize an installer having demonstrated experience on projects of similar size and complexity. B. Regulatory Requirements and Approvals: [Comply with requirements below.] [Specify applicable requirements of regulatory agencies.]. 1. International Code Council (ICC): a. ICC-ES Evaluation Report ESR-1112. 1.06 DELIVERY, STORAGE & HANDLING A. General: Comply with Division 1 Product Requirement Section. B. Storage and Protection: Store materials protected from exposure to harmful environmental conditions and at temperature and humidity conditions recommended by the manufacturer. 1. Prevent soiling, physical damage or wetting. 2. Store cartons open at each end to stabilize moisture content and temperature. 1.07 PROJECT/SITE CONDITIONS A. Environmental Requirements: 1. Do not install acoustical panels until building is closed in and HVAC system is operational. 2. Locate materials onsite at least 24 hours before beginning installation to allow materials to reach temperature and moisture content equilibrium. 3. Maintain the following conditions in areas where acoustical materials are to be installed 24 hours before, during and after installation: a. Relative Humidity: 65 - 75%. b. Uniform Temperature: 55 - 70 degrees F (13 - 21 degrees C). 1.08 MAINTENANCE A. Extra Materials: Provide [A recommended percentage of] [Specify percentage.] additional material for use by owner in building maintenance and repair. B. Provide new unopened cartons of extra materials, packaged with protective covering for storage, identified with appropriate labels. PART 2 PRODUCTS 2.01 ACOUSTICAL WALL PANEL SYSTEM A. Manufacturer: Tectum Inc. 1. Contact: 105 South Sixth Street, Newark, OH 43055; Telephone: (888) 977-9691, (740) 345-9691; Fax: (800) 832- 8869; E-mail: info@tectum.com; website: www.tectum.com. B. Proprietary Systems. Acoustical Wall Panel systems, including the following: Specifier Note: Retain one or more of the products below to suit project requirements. 1. Tectum Kerfed Wall Panels: a. Material: Aspen wood fibers bonded with inorganic hydraulic cement. b. Thickness: 1 inch (25.4 mm). c. Edge: Long edge beveled. d. Width: [23¾ inches (603 mm)]. e. Length 96 inches . f. Color: [Natural] g. Mounting Style: A. Plastic spline. 2.02 PRODUCT SUBSTITUTIONS A. Substitutions: Section 01 6000 - Product Requirements. 2.03 ACCESSORIES A. Provide accessories as follows: 1. Tectum Plastic Spline: a. Material: Plastic. 2. Tectum Moulding: a. Material: Plastic. 3. Tectum Touch-Up Paint: a. Color: [Natural]]. PART 3 EXECUTION 3.01 MANUFACTURER’S INSTRUCTIONS A. Comply with the instructions and recommendations of the acoustical wall panel system manufacturer. B. Install materials in accordance with governing regulations, fire resistance rating requirements and industry standards applicable to work. 1. Comply with CISCA Code of Practices. 3.02 EXAMINATION A. Site Verification of Conditions: 1. Examine surfaces scheduled to receive suspended or directly attached acoustical units for unevenness, irregularities and dampness that would affect quality and execution of work. 2. Do not proceed with installation of wall panel system until unacceptable conditions are corrected. 3.03 INSTALLATION A. Screw head to be flush with panel surface. B. Securely affix wall panels by means of splines attached vertically to smooth wall or furring strips. Engage vertical kerfs on the edges of the wall panels with splines. Apply adhesive or use Velcro hook and loop fastening where necessary. C. Cover field cut edges by means of trim or other moldings. 3.04 CLEANING A. Clean exposed surfaces of acoustical panel, trim, moldings and suspension members to comply with manufacturer’s instructions for cleaning. B. Touch up any minor finish damage. C. Remove and replace work that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. 3.05 PROTECTION A. Protect installed work from damage due to subsequent construction activity, including temperature and humidity limitations and dust control, so that the work will be without damage and deterioration at the time of acceptance by the Owner. END OF SECTION